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Home My WebLink AboutLAKESHORE DR 16475(2) 16 =. METAL ROOF DECK: EPDXY ANCHORS: CONCRETE: GOVERNING CODE:2001 CALIFORNIA BUILDING CODE: 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE 1. EPDXY ANCHORING SHALL BE COMPLETED USING ONE OF THE FOLLOWING PRODUCTS: 1. THE GEOTECHNICAL ENGINEERING REPORT INDICATES THAT THE SOILS ON-SITE HAVE A NEGLIGIBLE 1. DEAD LOADS(MAIN BUILDING ROOF) ' " "SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK'(CURRENT EDITION). HIT HY-150 WITH HAS ROD ANCHOR SYSTEM BY HILTI,INC.(ICBO REP.#5193) SULFATE EXPOSURE.WHERE IMPORTED FILL OR BASE MATERIALS ARE IN CONTACT WITH CONCRETE, MEMBRANE(UNBALLASTED) =1.0 PSF M 2. METAL ROOF DECK SHALL BE CONFIGURATION,DEPTH AND MINIMUM GAUGE AS SHOWN ON THE HIT HY-150 WITH TZ ROD ANCHOR SYSTEM BY HILTI,INC.(ICBO REP.#5942) THE SULFATE CONTENT AND EXPOSURE OF THESE MATERIALS SHALL BE ACQUIRED BY TEST.SUBMIT INSULATION =3.0 PSF M partners DRAWINGS.ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL BE AS SHOWN ON THE DRAWINGS. SET ADHESIVE SYSTEMS BY SIMPSON STRONG-TIE(ICBO REP.#5279) ALL TEST RESULTS WITH CONCRETE MIX DESIGNS.FAILURE TO PROVIDE SUPPORTING TEST RESULTS COLLATERAL ALLOWANCE =5.0 PSF SEE ROOF PLAN NOTES. CIA-GEL 7000 EPDXY BY COVERT OPERATIONS,INC.(ICBO REP.#4846) FROM AN ACCREDITED TESTING LABORATORY WILL REQUIRE THE CONCRETE MIX TO BE PROPORTIONED METAL DECK =2.2 PSF 3. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK,SEE S003-Kl 1 FOR EXCEPTION. 2. ANCHORS RODS USED FOR EPDXY ANCHORING SHALL BE THE TYPE SPECIFIED IN THE REFERENCED FOR VERY SEVERE SULFATE EXPOSURE AT NO ADDITIONAL COST TO RITE AID OR DELAY IN THE JOISTS =2.0 PSF 2852 Kelvin Avenue 4. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS.DECK WITH A ICBO REPORT.THE ANCHOR SIZE SHALL BE AS INDICATED ON THE PLANS.THE ANCHOR ROD PROJECT SCHEDULE. GIRDERS =1.0 PSF _ Irvine,CA 92614 THICKNESS OF 20G OR LESS SHALL BE CONTINUOUS FOR A MINIMUM OF TWO SPANS ADJACENT TO EMBEDMENT SHALL BE B DIAMETERS U.N.O.. 2. CONCRETE SHALL BE PROPORTIONED TO MEET THE PROJECT SPECIFICATIONS AND THE MINIMUM MECHANICAL AND ELECTRIAL =2.5 PSF = 949.753.7676 T JOIST BAYS WITH ROOF OPENINGS. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S CRITERIA ESTABLISHED IN THE FOLLOWING TABLE BASED ON THE SULFATE EXPOSURE FROM ANY FIRE PROTECTION =1.8 PSF _ 949.753.7678 F 5. DECK ENDS SHALL BE LAPPED A MINIMUM OF 2".BUTTED ENDS ARE NOT PERMITTED. RECOMMENDATIONS AND THE CURRENT ICBO REPORT. ADJACENT SOILS OR FILL MATERIALS. CEILING =1.0 PSF 6. E60XX WELDING ELECTRODES SHALL BE USED WHEN WELDING METAL ROOF DECK, 4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH BUILDING CODE AND IN ACCORDANCE MINIMUM 28 DAY COMPRESSIVE MISCELLANEOUS =0.5 PSF wdpartners.cam WITH THE SPECIFIC SPECIAL INSPECTION REQUIREMENTS SET FORTH IN THE CURRENT ICBO REPORT. STRENGTH(PSI) TOTAL DEAD LOAD =20.0 PSF - STRUCTURAL STEEL: WALL DEAD LOADS(CANOPY) 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: WATER PANELS, FOUNDATION MEMBRANE(UNBALLASTED) =1.0 PSF Atlanta RETAINING INSULATION =2.0 PSF Boston ALL CHANNELS,ANGLES,PLATES,ETC.(U.N.O.) A36 SULFATE SOLUBLE SULFATE(SO4)IN PORTLAND MAXIMUM "SLABS WALLS, S,CURBS, ROOD DECK =2.0 PSF ALL WIDE FLANGES A992(Fy=50) SPECIAL INSPECTIONS AS PER THE 1997 UBC AND 2001 CBC: SULFATE WATER CEMENT ON AND ALL Chicago L EXPOSURE WIC RATIO STEM JOISTS =2.0 PSF L" Columbus STRUCTURAL TUBE A500(fY-�) 1. THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL (SO4)IN SOIL, PPM TYPE GROUND WALLS CONCRETE BEAMS/GIRDERS =2.0 PSF STEEL PIPE A53 F-35 BY WEIGHT% U.N.O. Dallas (Y- ) INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW.NOT PIERS,OR MISCELLANEOUS =5.0 PSF Los Angeles COMMON BOLTS A307 APPLICABLE TO SLABS ON GROUND OR SITE CONCRETE FULLY SUPPORTED ON EARTH. COLUMNS TOTAL DEAD LOAD =14.0 PSF HIGH STRENGTH BOLTS A325 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO Miami ANCHOR BOLTS F1554 GRADE 36 THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF NEGLIGIBLE 0.00<SO4<0.10 0<SO4<150 II 0.55 3000 4000 3000' Sacramento WELDING ELECTRODES E70XX CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. MODERATE 0.10<SO4<0.20 1501SO4<1500 II 0.50 4000 4000 4000 2.MINIMUM ROOF LIVE LOADS DECK WELDING ELECTRODES E60XX F 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A.ROOF DECK =20 PSF 2. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE SEVERE 0.20<SO412.00 1500<S041101000 V 0.45 45M 4500 4500 B.FRAMING COMPONENTS(JOISTS,JOIST GIRDERS,BEAMS AND COLUMNS) ABC CODE OF STANDARD PRACTICE(CURRENT EDITION),EXCEPT AS MODIFIED IN THESE NOTES AND APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.THE INSPECTOR MAY NOT ALTER,MODIFY, 1.TRIBUTARY AREA 0 TO 200 SF.,MIN.LIVE LOAD =20 PSF THE PROJECT SPECIFICATIONS. ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. VERY V PLUS 2.TRIBUTARY AREA 201 TO 600 SF.,MIN.LIVE LOAD =i6 PSF 3. THE STEEL STRUCTURE IS A NON-SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON SO4>2.00 SO010,000 0.45 4500 4500 4500 - B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE SEVERE POZZOLAN 3.TRIBUTARY AREA 601 BE.AND GREATER,MIN.LIVE LOAD =12 PSF DIAPHRAGM ACTION OF THE ROOF DECK AND ATTACHMENT TO THE WALL SYSTEM FOR STABILITY AND PROFESSIONAL OF RECORD,AND THE CONTRACTOR.ALL DISCREPANCIES SHALL BE BROUGHT TO "3000 PSI CONCRETE SHALL HAVE A MAXIMUM WIC RATIO OF 0.58. " FOR RESISTANCE TO WIND AND SEISMIC FORCES.PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED, 3.WIND LOADS C STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE ALL INTERIOR SLABS ON GRADE SHALL HAVEA MAXIMUM W/C RATIO OF 0.45. A.BASIC WIND SPEED =70 MPH K COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. OWNER,THE BUILDING OFFICIAL,AND THE PROFESSIONAL OF RECORD UNTIL ALL CORRECTIONS 3. ADDITIONALLY,EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES AND/OR SALT OR DEICING B.WIND LOAD IMPORTANCE FACTOR =1.0 K 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS.WHERE CONNECTION HAVE BEEN COMPLETED. CHEMICALS SHALL HAVE AIR ENTRAINMENT AND THE CEMENT CONTENT APPROPRIATE FOR THE C.WIND EXPOSURE CATEGORY C FOR MAIN WIND FORCE RESISTING SYSTEM COMPONENTS ARE NOT IDENTIFIED,THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHERTHE WORK EXPECTED EXPOSURE.SEE SPECIFICATIONS FOR MORE INFORMATION. D.WIND EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED.CONNECTION COMPONENTS REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,IN E.WIND DESIGN PRESSURE-COMPONENTS AND CLADDING, IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S SHOP CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE REINFORCING STEEL: SEE DIAGRAM THIS SHEET DRAWINGS.SIGNED AND SEALED SHOP DRAWINGS SHALL BE PROVIDED UPON REQUEST.SEE WORKMANSHIP PROVISIONS OF THE CODE. . SPECIFICATIONS. 4. OBSERVATION BY STRUCTURAL ENGINEER OF RECORD IS NOT REQUIRED. 1. REINFORCING SHALL CONFORM TO ASTM A615,GRADE 60 OR ASTM A706,UNLESS NOTED OTHERWISE. 4. EARTHQUAKE DESIGN DATA S. PROVIDE MINIMUM AND MAXIMUM BOLT SPACING AND EDGE DISTANCE IN ACCORDANCE WITH THE ALSO S. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED QUALITY ALL WELDED REINFORCING BARS SHALL CONFORM TO ASTM A706. A.SEISMIC ZONE =4 (AMERICAN INSTITUTE OF STEEL CONSTRUCTION)SPECIFICATION. ASSURANCE TESTING,DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A497,GRADE 80(DEFORMED WIRE),AND A185 GRADE B.SEISMIC ZONE FACTOR Z =0.4 6. PRIOR 70 FABRICATION OF STRUCTURAL STEEL,FURNISH SHOP DRAWINGS FOR REVIEW BY THE 6. INSPECTION OF FABRICATORS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A 65(PLAIN WIRE). C.SOIL PROFILE TYPE =Sdj. STRUCTURAL ENGINEER. FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK 3. WELDING OF REINFORCING STEEL SHALL CONFIRM WITH AWS 01.4-92 OR LATEST EDITION. D.SEISMIC IMPORTANCE FACTOR Ip =1.0 7. INSTALL ALL COMMON BOLTS AND ANCHOR BOLTS AS SNUG TIGHTENED,THE TIGHTNESS THAT IS WITHOUT SPECIAL INSPECTION.THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF 4. RE FORCING BARS SHALL NOT BE RE-BENT WITHOUR APPORVAL OF STRUCTURAL ENGINEER.BENDS E.BASIC SEISMIC FORCE RESISTING SYSTEM: ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OF THE FULL EFFORT OF AN IRONWORKER COMPLIANCE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SHALL BE MADE COLD. REINFORCED MASONRY SHEARWALLS -- USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES IN TO FULL CONTACT,U.N.O. SPECIFICATIONS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT OF RECORD 5. PROVIDE REINFORCING STEEL THAT IS CLEAN OF MUD,OIL,OR OTHER COATINGS LIKELY TO IMPAIR F.ANALYSIS PROCEDURE:EQUIVELANT LATERAL FORCE PROCEDURE 8. INSTALL ALL HIGH STRENGTH BOLTS AS PRETENSIONED WITH FAYING. BENDING. G.NEAR SOURCE FACTOR Na =1.3 MAX(PER U.B.C.1629.42) 6. PLACE VERTICAL BARS IN WALLS AT THE CENTER OF WALL,U.N.O. H.NEAR SOURCE FACTOR Nv =1.6 MAX 7. SECURE REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND INSERTS PRIOR TO PLACING CONCRETE 1. SEISMIC COEFFICIENT Ca =0.56 J SHOP DRAWINGS: OR GROUT. J.OVER STRENGTH VALUE(OMEGA) =2.8 ,k 8. MINIMUM CONCRETE COVER,UNLESS NOTED OTHERWISE: K.STRUCTURAL SYSTEM FACTOR R =4.5(MASONRY SHFARWALIT A.THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FORALL STRUCTURAL ELEMENTS SHOWN ON UNFORMED SURFACE IN CONTACT WITH THE GROUND: 31N. L.REDUNDANCY FACTOR RHO =1.0 - THE CONTRACT DOCUMENTS FOR APPROVAL.THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE SPECIAL INSPECTION FREQUENCY FORMED SURFACES EXPOSED TO EARTH OR WEATHER. FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT IF THE GENERAL CONTRACTOR FAILS B. ROOF SNOW LOAD TO OBTAIN APPROVAL OF THE SHOP DRAWINGS.THE GENERAL CONTRACTOR SHALL INFORM THE SOILS: #6 BARS AND LARGER 2 IN. Ofl PERId:7 ISSUANCE STRUCTURAL ENGINEER IN WRITING CONCERNING DEVIATIONS AND/OR OMISSIONS FROM THE CONTRACT 1.GRADING,EXCAVATION,AND FILLING:VERIFY CONFORMANCE TO PERIODIC #5 BARS AND SMALLER 1-1/2 IN. SCOTT FAZEKAS 8 ASSOCIATES,INC. DOCUMENTS AT THE TIME OF SHOP DRAWING SUBMISSION. RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: - BEAMS,GIRDERS,AND COLUMNS 1-1/2 IN. DATE CONCRETE (NOT APPLICABLE TO SLABS ON GROUND) - -.i'a-l'. SLABS,WALLS,AND JOISTS -eo remawed for adherence i o the 1.PROVIDE INSPECTIONS DURING THE TAKING OF TEST SPECIMENS AND PLACING OF CONTINUOU 011 BARS AND SMALLER 314 IN. .dcc c e c Nance Authorization is COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM(1.3W): aJ i sue it building permit pending #14 AND#18 BARS i-1/2 IN. d(a 'cab:e City agencies. REINFORCED CONCRETE .: � � pp:� y 9 H 9. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE,UNLESS NOTED OTHERWISE.USE n,e or antis of a permit based on H 2.BOLTS INSTALLED IN CONCRETE:PROVIDE INSPECTIONS DURING PLACEMENT OF CONTINUOU g' g CONCRETE AROUND BOLTS. CLASS'B"SPLICES. MISCELLANEOUS: •''nese puns sh.ii'not be conslrusd to ZONE EFFECTIVE WIND P081TIVE NEGATIVE SPLICES(INCHES) •:Prove a'(v o:a:oi of me applicable AREA(6P) PRESSURE(PSF) PRESSURE(P6F) 3.EPDXY 5ET ANCHORS AND EXPANSION ANCHORS INSTALLED IN HARDENED GONGRETE. CONT5111SOL7^ BAR TOP BARS OTHERBARS t.THFSF GFNFRAI NOTES SUPPI:EMENT THE PRO.IECT-SPECtFTGA:TIORS,'REFERTTC2`PRQJECT A SPECIFICATIONS FOR ADDITIONALREQUIREMENTS. � ul, e prOv)sions Of such SIZE 2.STRUCTURAL DRAWINGS ARE INTENDED TO BEUSED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 10 n •26.0 4.REINFORCING STEEL:VERIFY PLACEMENT AND CONFORMANCE TO CONSTRUCTION PERIODIC #3 26 22 CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS O 20 �n -253 DOCUMENTS PRIOR TO THE CLOSING OF THE FORMS OR THE DELIVERY OF CONCRETE #5 47 36 AND WORK. ) TO THE JOBSITE. #6 56 43 3.NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE iq 60 AT -233 ###77g 81 63 PROFESSIONAL OF RECORD. I0m � 72 M .20ID 5.WELDING OF REINFORCING STEEL(ASTM A 706) #9 05 81 4.NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN '` W Q #10 118 89 APPROVAL OF THE PROFESSIONAL OF RECORD. a.#6 BARS AND LARGER CONTINUOUS ` m �h .460 #11 128 98 5.OPENINGS 1'4"AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. O LO 20 �IT -442 b.#5 BARS AND SMALLER,PROVIDED THE MATERIALS,QUALIFICATIONS OF PERIODIC REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. COMPRESSION DOWEL EMBEDMENT:22 BAR DIAMETERS LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WELDING PROCEDURES AND WELDERS AND VERIFIED PRIOR TO THE START OF THE 8.THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON `f �/ N G bill 4M -38.9 WORK AND VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION WIRES PLUS 2. STRUCTURAL FRAMING.CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE G ❑ M I� CFI FRAMING AT THE TIME THE LOADS ARE IMPOSED. -30ID 10. BASE PLATES,ANCHOR BOLTS,SUPPORT ANGLES,ETC.,BELOW GRADE SHALL BE COVERED WITH A 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE CONTRACTOR IS _ b +fi -4bID MINIMUM OF 3'OF CONCRETE. RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS n W U jI THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. ❑ /V O 20 41 .442 SPECIAL INSPECTION FREQUENCY 8.DO NOT SCALE THESE DRAWINGS,USE DIMENSIONS. + �i• �h -3B.9 j STEEL JOISTS: 9.CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE O STEEL: EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. ❑ T N Ld 1. STEEL JOISTS SHALL BE DESIGNED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE"STANDARD .L LL 100 SIT -30ID 1.HIGH-STRENGTH BOLTING(A325 AND A490 BOLTS) 10.THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM SPECIFICATIONS FOR OPEN WEB STEEL JOISTS,'OF THE (EL J IS THE NSTI'STANDARD SPECIFICATIONS THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF �1/� //� O m d0b -24ID a.WHILE THE WORK IS IN PROGRESS,DETERMINE THAT THE REQUIREMENTS FOR PERIODIC FOR OPEN WEB STEEL JOISTS,'LHSERIE5(1994)'OF THE STEEL JOIST INSTITUTE(ail). W v BOLTS,NUTS,WASHERS,AND PAINT:BOLTED PARTS:AND INSTALLATION AND 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUFACTURER.THE MANUFACTURER'S ENGINEER SHALL SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS,PRODUCT DATA,ETC., 4O 20 492 -233 TIGHTENING ARE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED BE RESPONSIBLE FOR THE DESIGN,ADEQUACY AND SAFETY OF ALL STEEL JOISTS. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH Q W Z 50 au -sI3 STANDARDS 3. UNLESS OTHERWISE NOTED,STEEL JOISTS SHALL BE DESIGNED AS SIMPLY SUPPORTED,UNIFORMLY DEVIATION AT THE TIME OF SUBMISSION,AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN Y V LOADED TRUSSES WITH THE TOP CHORD BRACED AGAINST LATERAL BUCKLING.THE UNIFORM DESIGN APPROVAL TO THE SPECIFIC DEVIATION. I00 46,0 •IBID b.MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PILES OF CONTINUOUS LOAD SHALL BE THE TOTAL SAFE UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SA STANDARD LOAD F .30b -300 CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED TABLE. F W J PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. 4, WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS,THE MANUFACTURER SHALL O 20 492 -293 DESIGN THE JOISTS AND BRIDGING FOR THE NET UPLIFT.ASINGLE LINE OF BOTTOM CHORD BRIDGING FOUNDATIONS: STRUCTURAL WELDING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS WHENEVER UPLIFT DUE TO WIND W 50 41A -2T3 a.FOR WELDS WHERE THE PROVIDED MATERIALS,QUALIFICATIONS OF WELDING FORCES IS SHOWN ON THE DESIGN DRAWINGS. 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE � Y 100 46ID -240 PROCEDURES AND WELDERS ARE VERIFIED IN ADVANCE:AND A VISUAL S. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN ON THE DRAWINGS,THE MANUFACTURER GEOTECHNICAL REPORT PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL,DATED NOVEMBER 10, I L INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION SHALL DESIGN THE JOISTS IN ACCORDANCE WITH PARAGRAPH 4.1 OF 7HE'STANDARD SPECIFICATION 2006. FOR OPEN WEB STEEL JOISTS,'K-SERIES'. 2.CONTINUOUS SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE r J 1)SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16INCH IN SIZE PERIODIC 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI SPECIFICATION.ALL BEARING PRESSURE OF 2.50 KSF UNDER SERVICE LIVE AND DEAD LOAD.ISOLATED SPREAD FOOTINGS 2)ROOF AND MEZZANINE DECK WELDING PERIODIC BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND STEELJOIST ENDS FIXED PRIOR TO THE SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2.50 KSF UNDER -0' -0• APPLICATION OF ANY LOADS.BRIDGING THAT TERMINATES AT,OR 1S INTERRUPTED BY,STRUCTURAL SERVICE LIVE AND DEAD LOAD. 3)WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS SUCH PERIODIC STEEL BEAMS,MASONRY WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO.COORDINATE 3.FOOTINGS MAY BE POURED INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT. \ : AS STUDS AND JOISTS. BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL MECHANICAL,ELECTRICAL AND FIRE 4.ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO 5 4 5 PROTECTION EQUIPMENT. CONCRETE PLACEMENT.THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE # 7. MINIMUM BEARING REQUIREMENTS FOR K-SERIES JOISTS,UNLESS NOTED OTHERWISE.2.1/2"ON SUITABILITY OF THE BEARING MATERIAL.FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. E 4 MASONRY FREQUENCY STRUCTURAL STEEL,INCLUDING STEEL BEARING SEATS PROJECTING FROM WALLS 4'ON STEEL 5.BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 15 BELOW FINAL GRADE. BEARING PLATES DIRECTLY OVER MASONRY OR CONCRETE WALLS 6.FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL / 3 2 3 1.DURING THE TAKING OF THE TEST SPECIMENTS AND PLACING OF CONTINUOUS B. UNLESS NOTED OTHERWISE,KSERIES JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL WORK OR FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE AND CURED. F ALL R _ . MASONRY,UNLESS SPECIFICALLY INDICATED AS NOT REQUIRED F ALL INSPECTION. STEEL BEARING PLATES WITH(2)3116-FILLET WELDS(ONE EACH SIDE)4"LONG OR WITH(2)3/4" 7. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE,PLACE FILL SIMULTANEOUSLY SO DIAMETER BOLTS,OR WITH A COMBINATION OF(1)3/16'FILLET WELDAND(1)3/4"DIAMETER BOLT. AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. . WHERE THE DRAWINGS INDICATE THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL 8.FOUNDATION CONCRETE SHALL HAVE REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI BEFORE OR JOIST GIRDER,THE BOLTS PROVIDED ARE FOR ERECTION ONLY.ERECTION BOLTS MAY BE REMOVED BEING LOADED.STRENGTHS SHALL BE VERIFIED BY TEST. AFTER THE WELDS ARE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE 9.LOCATION AND SIZE OF FOOTING STEPS PER S002•011 SHALL BE COORDINATED WITH CIVIL DRAWINGS. EDGE OF THE SEAT SLOTS. 10.OVEREXCAVATION AND COMPACTION REQUIREMENTS PER GEOTECHNICAL REPORT. 11 9. STEEL JOISTS AT COLUMN CENTER LINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH(2)3/4' DIAMETER BOLTS.WHERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTER LINES,USE BOLTED 4 WELDING: CONNECTIONSFORTHESTEELJOISTCLOSESTTOTHECENTERLINE.WHERETHEDRAWINGSINDICATE MASONRY: THAT THE ON SEAT IS TO BE WELDED 70 THE SUPPORTING STEEL OR JOIST GIRDER,THE BOLTS 1. CONCRETE BLOCK UNITS SHALL BE GRADE N-1,CONFORMING TO A.S.T.M.C-90.MINIMUM COMPRESSIVE .. 2 1. ALL WELDING SHALL BE PERFORMED BV CERTIFIED WELDERS QUALIFIED AND CERTIFIED IN ACCORDANCE PROVIDED ARE FOR ERECTION ONLY.ERECTION BOLTS MAY BE REMOVED AFTER THE WELDS ARE O 2 WITH THE QUALIFICATION PROCEDURE OF AWS. COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE EDGE OF THE SEAT SLOTS. STRENGTH,4m=1500 PSI MEDIUM WEIGHT.REFER TO ARCHITECTURAL FOR BLOCK SIZE,COLOR,FACE, "'•,,> JOINTING,ETC. 1 . HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED EXCEPT FOR BOLTED CONNECTIONS AT THE D 2.ALL WELDING SHALL BE ACCOMPLISHED USING THE SPEEDED METALARC WELDING PROCESS(SMAW)WITH 0 O S S JO S C O S O D 6.. E7D-XX ELECTRODES OR THE FLUX-CORED ARCH WELDING PROCESS(FCAW)WITH E70XX.LOW HYDROGEN BEARING END OF THE STEEL JOIST. 2.MORTAR SHALL BE MACHINE MIXED TYPE M,CONFORMING TO A.S.T.M.C-144 MINIMUM COMPRESSIVE :b q •-: Pc= ep ELECTRODES SHALL BE USED AND KEPI DRY AND PARENT METAL SHALL BE PREHEATED IN ACCORDANCE 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT,DUCT WORK,PIPES,CEILING,FUTURES, STRENGTH 2500 PSI AT 28 DAYS.ETC.THAT ARE cv O WITH AW3 STANDARDS. TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO 3.GROUT SHALL CONFORM TO A.S.T.M.S C476.MINIMUM COMPRESSIVE STRENGTH 40=PUTTY, PSI AT 28 DAYS. MIX TO BE 1 PART CEMENT,3 PARTS SAND,1/10 PART HYUDRATED LIME OR LIME PUTTY,2 PARTS PEA 3.PERFORM ALL WELDING UNDER CONTINUOUS SPECIAL INSPECTION BYA SPECIAL INSPECTOR REGISTERED THE PANEL POINTS OF THE STEEL JOIST.METHODS OF FRAMING THA7INDUCE BENDING 70 THE STEEL GRAVEL,TO BE OF FLUID CONSISTENCY.MINIMUM GROUT SPACE SHALL BE 3 INCHES IN LEAST DIMENSION. �a» r WITH THE CITY BUILDING DEPARTMENT EXCEPT WELDING DONE IN A BUILDING DEPARTMENT APPROVED JOIST CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED. P s •. FABRICATORS SHOP ACCORDANCE WITH 2O01 CBC SECTION 1701.7.WELDING INSPECTION MAY BE 12. ROOF AND MEZZANINE TOTAL LOAD DEFLECTION SHALL BE LIMITED TO L1240 AND LIVE LOAD DEFLECTION 4.GROUT PLACEMENT:MAXIMUM GROUT LIFT SHALL BE 6'-0"UNLESS NOTED OTHERWISE.NON-CONTINUOUS T9 .,F"C,,: Pa. PERIODIC WHERE ALLOWED BY 2001 CBC SECTION 1701.5.5.1. TO U360. POURS SHALL BE STOPPED i 1/2"BELOW THE TOP OF A COURSE TO FORM A KEY AT ALL POUR JOINTS. TF OF CAL1F�..• 4.PERFORM ULTRASONIC TESTING USING AN INDEPENDENT TESTING AGENCY. 13. JOIST MANUFACTURER TO DESIGN AND FURNISH BRIDGING AND OR BRACES FOR JOISTS. GROUT ALL CELLS SOLID UNLESS NOTED OTHERWISE.CLEAN OUTS SHALL BE PROVIDED FOR ALL GROUT _ 5.PERFORM WELDING OF ASTM A706 REINFORCING BARS USING E 90M ELECTRODES IN ACCORDANCE WITH 14. THE STEEL JOISTAND GIRDER MANUFACTURER SHALL SUBMIT ERECTION DRAWINGS AND STAMPED POURS GREATER THAN 5'-0'. 3 2 3 AWS D1.4. CALCULATIONS BY LICENSED CIVIL OR STRUCTURAL ENGINEER TO ENGINEER OF RECORD FOR REVIEW. S.THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL BE 112"MINIMUM AND 5/30/07 6.PROVIDE WELD MATERIAL ABLE TO ABSORB 20 FOOT POUNDS OF IMPACT AT 0 DEGREES FAHRENHEIT,AND 314'MINIMUM BETWEEN PARALLEL REINFORCING BARS. III 4 ':. CONFORMING TO THE FOLLOWING SPECIFICATIONS: 6.STORE UNITS UNDER COVER AT JOB SITE. 7.ALL WALLS BELOW GRADE SHALL BE WATERPROOFED AND THE EXTERIOR SURFACE EXTENDING FROM /^ FLAW-AWS 1 SMAW-AWS A5.1 AND A5.5 THE FOUNDATION PAD TO ABOVE GRADE AND POSITIVELY DRAINED.SEE ARCHITECTURAL OR CIVIL REVISIONS v+ 5 4 5 SAW-AWSA5.129 A5.23 COLD FORMED METAL FRAMING SPECIFICATIONS: DRAWINGS FOR WATERPROOFING AND DRAINAGE SPECIFICATIONS. (, C SMOOTH 7.FILL AND GRIND SMOOTH ALL EXPOSED WELDS WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 1. ALL PRODUCTS,DETAILING,FABRICATION AND INSTALLATION SHALL MEET THE REQUIRMENTS OF AISI 6.STRUCTURAL BRICK SHALL BE GRADE MW,CONFORMING TO A.S.T.M.C�2 WITH A MINIMUM COMPRESSIVE ® PC1 04-27-20D7 W S.FULLY DETAIL ON THE SHOP DRAWINGS.ALL WELDS SHOWN AS COMPLETE JOINT PENETRATION CJP. STRENGTH,Pm=2500 PSI. L ( ) 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS',CURRENT EDITION ® r 9.WELDING PROCEDURES,WELDER QUALIFICATIONS AND WELDING ELECTRODES FOR STRUCTURAL STEEL 9.FACE BRICK SHALL CONFORM TO A.S.T.M.C-216. AND BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS O SHALL BE IN ACCORDANCE WITH REQUIREMNTS OF SECTION 2209 OF THE CBC. ASSOCIATION(SSMA).REFERENCE ICC EVALUATION SERVICE,INC.-LEGACY REPORT ER4943P 10.SPECIAL INSPECTION REQUIRED FOR MASONRY UNLESS NOTED OTHERWISE ON THE PLANS. 10.PEROFRM WELDING OF REINFORCING STEEL,METAL,INSERTS AND CONNECTIONS IN REINFORCED 11.ALL MASONRY IS SOLID GROUTED UNLESS NOTED OTHERWISE. 2. STEEL GRADES:12,14,8 16 GAGE COMPONENTS(EQUAL TO GREATER THAN 54 MILS)Fy(MIN)=50 ksi 18& 12.QUALITY ASSURANCE MEASURES SHALL COMPLY WITH SECTION 2105: CONCRETE CONSTRUCTION IN CONFORMANCE WITH CBC STANDARD NO 19.1 _ _ 20 GAGE COMPONENTS(LESS THAN 54 MILS)Fy(MIN)=33 ksi A.FIVE MASONRY PRISM TESTS SHALL BE BUILT AND TESTED PRIOR TO CONSTRUCTION. 3. ALL COLD FORMED METAL COMPONENTS SHALL BE FORMED FROM ZINC COATED(G60 GALVINIZED)STEEL "' " MEETING THE REQUIREMENTS OF ASTM AE53. B.THREE MASONRY PRISM TESTS(PER 50DO S.F.OF FLOOR AREA,3 MIN.)SHALL BE BUILTAND J .1 PD `, STRUCTURAL OBSERVATION: s 4. FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS.UNLESS NOTED OTHERWISE,USE TESTED DURING CONSTRUCTION WHEN FULL STRESSES ARE USED IN DESIGN.(ONLY S'MASONRY WALLS ABOVE GRADE) Y 1.ENTIRE BUILDING WHEN Na>1.0(EXCEPT FOR R-3 OCC.) ;) A MINIMUM OF THREE#10 SCREWS PER CONNECTION.WELDING MAY BE USED WHERE THE THICKNESS OF 13.BLOCK UNITS SHALL BE SUFFICIENTLY MOIST AT TIME OF LAYING TO PREVENT DEHYDRATION OF MORTAR 2.THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, - THE THINNEST MATERIAL CONNECTED IS 43 MILS(18 GA)OR GREATER.WELDS SHALL BE MADE WITH AND GROUTAND SHALL BE FREE OF ALL SUBSTANCES WHICH MIGHT IMPAIR THE BOND OF THE UNITS TO OR ANOTHER ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR EBOXX ELECTRODES.AS A MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS,USE ONE INCH LONG MORTAR AND GROUT. THE STRUCTURAL DESIGN,TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN SECTION 220. FILLET OR FLARE GROOVE WELDS AT EACH SIDE OF THE CONNECTION.ALL WELDS OF GALVANIZED STEEL 14.CEMENT FOR MORTAR AND GROUT SHALL BE LOW ALKALI TYPE CONFORMING TO ASTM C 150. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE,SPECIAL SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.ALL WELDING SHALL CONFORM TO AWS D1.3. 15.SEE DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS.HORIZONTAL CHORD AND LINTEL B INSPECTOR,CONTRACTOR AND THE BUILDING OFFICIAL.THE STRUCTURAL OBSERVER SHALL SUBMIT TO 5. ALL SCREWS SHALL HAVE AN EDGE DISTANCE OF 1 1/2'(MIN.),UNLESS OTHERWISE NOTED,AND BE REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS.JOINT REINFORCING SHALL B THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ' SPACED V-0-(MIN.)ON CENTER,UNLESS OTHERWISE NOTED. BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. U ANY REPORTED DEFICIENCIES THAT,TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE N. 6. TORCH CUTTING OF MEMBERS OR HOLES IS NOT PERMITTED. 16.VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 NOT BEEN RESOLVED. 7. PROVIDE ALL ACCESSORIES INCLUDING,BUT NOT LIMITED TO,TRACKS,CLIPS,WEB STIFFENERS, ANCHORS,FASTENING DEVICES,RESILIENT CLIPS,AND OTHER ACCESSORIES REQUIRED FORA DIAMETERS OF THE REINFORCING,NOR 10 FEET.BARS SHALL BE IN PLACE PRIOR TO GROUTING. d REQUIRED IF IT GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL LE DONE IN ONE CONTINUOUS OPERATION. fV COMPLETE AND PROPER INSTALLATION,AND AS RECOMMENDED BY THE MANUFACTURER FOR THE ACHE D ITEMS ". 18.GROUT LIFTS ABOVE 12'-0"ABOVE THE GROUND FLOOR ELEVATION SHALL HAVE SHRINKAGE y n, a+ STEEL MEMBERS USED, COMPENSATING ADMIXTURES. PROTOTYPE 8. CONTRACTOR MAY SUBSTITUTE MEMBERS OF GREATER STRENGTH THAN SHOWN SUBJECT TO APPROVAL 19.MASONRY CONSTRUCTION SHALL COMPLY WITH SECTION 2104 OF THE BUILDING CODE. - /^ • OF THE ENGINEER. CO V/ B.PRIOR TO PLACEMENT OF CONCRETE FOR THE FIRST FOUNDATION POUR. 20.HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IF IN CONFORMANCE WITH 2O01 CBC AND PROJECT 9. ALL LIGHTWEIGHT STEEL FRAMING SHALL CONFORM TO ASTM A446. SPECIFICATIONS. STORE NUMBER 19. PHYSICAL PROPERTIES AND ALLOWABLE LOAD CAPACITIES OF MEMBERS SHALL BE DEVELOPED IN I.PRIOR TO GROUTING THE TOP 48'OF MASONRY WALLS AT FLOOR AND ROOF ACCORDANCE WITH AISI"SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL - I • LINE.(CHORD REINFORCING) MEMBERS.' WD PROJECT NUMBER !`f A RAIPD0001 A M.PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL OVER METAL DECK • ROOFS OR FLOORS. • FINALN. PROJECT ECT PRIOR TO ARCHITECTURAL FINISHES. STRUCTURAL ASPECTS OF S O 0 1 W N OF ALL THE PRIOR !. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 rVn 1 2 3 4 5 5 7 8 9 - 10 11 12 13 14 15 16 K / 1/4'OF SLAB LAP NOES- -i . a < () �� - µ DEPTH GENERAL SPLICE CONTINUOUS TWO SETS OF 2#4 RE P REINFORCING ONE SET V CLEAR FROM TOP G M N WALL FOOTING OF SLAB FROM BOT8 T 2*CLEAR TOM OF LAB G M z a r to a rs BOLTED SHEAR PLATE SCHEDULE / P 1 L"r 4' L 1 WALL PANEL �� 2852 Kelvin Avenue I 1 2CONNECTION SHEAR WELD a' Irvine,CA 92614 BEAM AND COLUMN AEIYBEA e ° #4 REBAR O 1'-0" \ / ULE a - 949.753.7676 T BEYOND NO.OF A926 BOLTS �►� ° a A-A C RE-ENTRANT CORNER 949.753.7876 F W10x&SMALLER (2)-7/8'0 1/4 1/4 wdpalmers.wmW12x (3)-7/8"0 114 114 W14xSW16x (4)-7/8"0 114 1/4 ° GFILL SAWNJOINT SHEAR PLATE AND W18z 5-7/8'0 Sli6 1/4 ° c d Atlanta CONC. WISH SEALANT, BOLTS PER SCHEDULE O Two SETS OF(2)#4RMTOSLAB a ONE SET 1'CLEAR FROM TOP(TYP.) REBAR, W21x (6)-7/8.0 5116 1/4 E d c • CLEAR FROM BOTTOM OFOF SLAB AND ONE SET Y Berton SEEPLAN SLAB BAR5 '-0'LONGChig9D L W24x (7)-7/8"0 38 5/16 a UN LESS NOTED OTHERWISE. L Columbus dDallas a W27x (8)-7/8 0 3/8 5/16 (2)#5 BARS WITH ° Los Angeles 1'-0^HOOK TO TIE .A W30X (9)-7/8'0 7/16 3/8 4 g INTERSMiami ECTING A Sacramento W33x8 W36x (10)-W13.0 "IB 3/8 WALL FOOTING Q •. T SAND .. 10 MIL VAPOR It - cd . RETAROOR(SEE - NOTE: - d (7 a BEAMS PER SPECIFICATIONS) - WELL GRADED NON-EXPANSIVE PLAN ______________ 1. CONNECTION DETAILS WITH RESPECT TO EDGE DISTANCES,BOLT N ° SOIL MIX.OIL COMPACTED TO 95%, t � SPACING,HOLE SIZES,ETC.SHALL CONFORM TO THE'OF STEEL j ^"'••'"�"� SEE SOILS REPORT INSTITUTE OF STEEL CONSTRUCTION(AISC)'MANUAL'OF STEEL Q ` CONTINUOUS PP 9d T CONSTRUCTION",LATEST EDITION. - REINFORCING IN COPE FLANGE 2. WORKTHIS SCHEDULE WITH ALL CONNECTION DETAILS,U.N.O. WALL FOOTING NOTE: WHERE REQUIRED 3. SHORT HORIZONTAL SLOTS OR STANDARD HOLES MAY BE USED AT CONSTRUCTION OR A.CONTRACTOR MAY SUBSTITUTE PREFORMED KEYED JOINT SHEAR PLATE. CONTRACTION JOINT K FOR SAWN JOINT. NOTE: RE-ENTRANT ^ )( B.REINFORCEMENT IS NOT TO BE CARRIED THROUGH JOINT. 1 SKEW SHEAR PLATES B A DISCONT yylT B V C.CONTRACTOR TO VERIFY PAD ELEVATIONS BASED ON REQUIRED AT ANGLED BEAMS NVM�t��YVW VN�I SLAB SECTION. TYPICAL SLAB ON GRADE DETAIL BOLTED SHEAR PLATE SCHEDULE INTERSECTING WALL FOOTING SLAB REINFORCEMENT K 1 SCALE: 1"=1'-0" K4 SCALE: 1 1/2"=1'-0" K 1 1 SCALE: 1"=1'-0" K 1 4 SCALE: 1/2"=1'-0" J _ Js E 7-10" MINIMUM EFFECTIVE WELD SIZES AND LENGTHS #4 CONT. #4x�AT 24'O.C. i e BARS TYPE 1,E TYPE 2,E TYPE 1 TYPE 2 w> E LENGTH(4) LENGTH(4) ° A P0VED hU a w 3 3/32 1/8 4 4 FO F' -?MIT ISSUANCE OTT FAZ K,.S 8 ASSOCIATES,INC. 4 118 5132 6 6 - 5 118 3/16 8 6 0 H 6 5I32 1/4 10 6 F PVIPwac for adhee. rence io the H TYPE 1 2 7 3I16 9/32 12 a .. i!ap aD O CAV agencies. on is ermRZpending B 7/32 1111 12 10 or d on B. 1.EFFECTIVE THROAT E=0.4S FOR TYPE 9 114 11/32 14 10 - +[JVegantllvclOt On Of the base able NOTES: _ '+e5e pans shall not be construed to 2 EFFECTIVE THROAT E-06S FOR TYPE 2 ID p' 3.USE E90XX ELECTRODES FOR A706 STEEL 10 114 3/8 18 14 codes d' ante. P",7 pe•r1rt presumed l0 give 4.WHEN USED ON BOTH SIDES,LENGTH ON EACH SIDE TO BE 1,2 THAT INDICATED IN dUfn01 ) 6;9 Of Canto the pfOVlSi005 0(such ' TABLE(3'MINIMUM WELD LENGTH) 11 114 13/32 22 16 Odes sPdl be Y:Itl 5.CHEMICAL ANALYSIS REQUIRED TO ENSURE WELDABILITY OF ANY GRADE 60 - ---- € Q STEEL.PREHEAT SHALL BE REQUIRED FOR GRADE 60 STEEL PER AWS D1.4 LU 6.ONLY A706 STEEL MAYBE USED /\ ,�.)A.) G G � 0 C) LU CB CB � Q 14 TYPICAL SLAB ON GRADE EDGE DETAIL TYPICAL REINFORCEMENT WELDS NOT USED f NOT USED s _ J LE: NONE SCALE. NONE_ 11 SCALE: G 1 SCALE: 1" 1'-0" 4 SCALE: NONE G G G s$ R:� w - o LOAD I OPEN END BARS TO MATCH WALL M/ ATTACHMENT $ BREAK SHELL I BLOCK n 1 W 7 HORIZ.REINFORCING j L FOR FLOW OF IN SIZE AND NUMBER GC TO ADD L 3015 STRUT ONE SIDE 4d GROUT Y w "><" "%" ONLYATSTEEL JOIST(INSTALLATSIDE V2'MI TRIAN LECATION INDICATES Q U) WHERE LOAD I5 APPLIED),OR_3&1/4 LOCATION OF F N.S-AND F.S.AT JOIST GIRDER,A5 III _ FOOTING STEP Z F- REQUIREU - a d BENT BARS TO MATCH SIZE AND QUANTITY OFF,'. w (2)#5VERTICAL BOTTOM FOOTING BARS j s SEE PLAN T.O.F. /I A. HOOKS AND BENDS B. 135'STIRRUP AND TIE HOOK g -- VERT STRUT 4 WHERE D0QDR5 I METER SCHEDULE �BEND DIAMETER SC U I: Q TYP.WALL INTERSECTION REINFORCING E BAR SIZE STANDARD BEND REDUCED BEND DIAMETER N E DIAMETER FOR TES AND STIRRUPS b ADDITIONAL CORNER BARS TO ryp, MATCH WALL HORIZ.REINFORCING W. P TYP #3 THROUGH#5 D=6•d D-4'tl ,•., d IN SIZE AND NUMBER 7µ IN NOTE: #F THROUGH#S D=6'tl N/A gg OPEN END LOAD ATTACHMENT BARS SHALL BE IN CONTACT - l ` u AND WIRED TOGETHER #9 THROUGH#11 D=B'd (,f U FO PER OTING a u BLOCK #14AND#18 D=10•d 30 g NOTES: II DIAMETE 1.ADDITIONAL STRUT SHALL BE REQUIREDATALLHVAC UNIT SUPPORTS Ilj •Id• AND ALL OTHER ATTACHED COMPONENTS IN EXCESS OF 50 LBS. •d• - CONCENTRATED LOAD.UNLESS SUPPORT IS AT PANEL POINT OF JOIST (7B'MIN) OR JOIST GIRDER. ,rypJl , 2.ADDITIONAL STRUT IS NOT REQUIRED IF'X'OR Y IS LESS THAN OR Iji i a� _ (2)#5 BARS IN LAP SPLICE PER GENERAL NOTE$ "'•" FE270z., "'• EQUALTOS^. SOLIDLY GROUTED D = CMU CORES D C. LAP SPLICE D.GRADE BEAM STIRRUP ` IN TYPICAL WALL CORNER REINFORCING m D1 JOIST OR JOIST GIRDER LOAD STRUT = D4 INTYPICAL REINFORCEMENT DETAILS D 11 STEPPED FOOTING = D 14 MASONRY CORNER AND INTERSECTION . SCALE: 3/4"=1'-0" SCALE: NONE SCALE: 1"=1•-0' SCALE 1"=1 0 4TF ... _. __. ...... ... .....__._._.. ......-_. .__ _ ....._... -.._- --_ .... ..-.. -_....... _.. . _ _. ...._... _...__ _. - OF CALIF -. _ -.�v.mom-..,:°:a�-s.-,-•:�.,.,.,.,,. .� ,�„_, � _�.��.,,_ �.. _.__ ,�"••, pQ i TOOL EDGE POLE 5/30/07 OF NEW SLAB #BASE PLATE BY LIGHT POLE MANUFACTURER 118"WIDE X 1'MINIMUM SAW CUT FILL INTERIOR SLAB JOINTS ACCORDING TO PROVIDE NONSHRINK CL F1554,GRADE 36 ANCHOR BOLTS.A36 ROD WITH HEX NUT - REVISIONS AND WASHER ABOVE LEVELING NUT BELOW BASE PLATE. NOTE: EXISTING NEW SEAL S3.2-10A.EXTERIOR SLAB JOINTS GROUT UNDER BASE PLATE C PROVIDE HEX NUT AT THE BOTTOM.SEE COLUMN AO NOT WET SET SLAB SLAB ACCORDING TO S3.2-10B C ® PC1 04.27-07 SCHEDULE ON SHEET 3101 FOR ROD SIZE AND BASE PLATE ANCHOR BOLTS. ' TRENCH (3)#3 TIES AT 2'O.C. ANCHOR BOLTS SET WITH D CB1 05-04-07 DETAILS ON SHEET 3101 FOR ANCHOR SPACING J THREADED PROJECTIONS INOTE Y-0'DIA.CONCRETE ,'.° REQUIRED BY LIGHT POLE TEMPLATE FROM POLE MANUFACTURER El PROVIDED ARE MINIMUMS. . PNA^SQUARE DOWEL CLIP' A d LIGHT POLE FOUNDATION '.' INCREASE AS REQUIRED. MANUFACTURER).LEVEL '! ,J (u •• APPLY HIGH SOLIDS CURING (HALF DOWEL LENGTH-1') 'v°• �i• POLE WITH LEVELINGEl Y1 NUTS.GROUT UNDER CONTINUOUS FOOTING REINFORCING. COMPOUND TO SLAB EDGEATA FINISHED GRADE BASE PLATE 'N J SEE DETAIL 32.01-K13.THERE MUST 1'$" COVERAGE RATE OF 300 S.F.PER w AS TM X307,GRADE C ANCHOR • fr.E SLAB THICKNESS AND 4,OR CONCRETE SLAB s D �� " REINFORCING ABOVE AND BELOW MIN GALLON.DO NOT PLACE CURING REINFORCING PER k'. BOLTS SEE COLUMN SCHEDULE ' - ' ON SHEET 8701 FOR ROD SIZE SLEEVE CONCRETE FOOTING P_ I— 2-THREAD SLAB SCHEDULE _ AND BASE PLATE DETAILS ON �AM Ba� " IM ON BOTTOM COMPOUND ON TOP OF SLAB. SHEET$101 FOR ANCHOR ? s j III III III— SPACWG • s • . wEXISTING 4 w C NEW SPACING I— -III—III- D c'I B " a 8 0 ..• �' -�-r�. 2 d F�CIS aLAB d p - S� 1l4'PREFORMED — — = B :. ANCHOR DMENSIONS 1 O d a w JOINT FILLER D = _ _AN _C`1 -tillo O O O-tillO c IIIIIIIIII IIIIIIIII r rNaeaivl �� H � .S o 0 0 0 o o Q.o 0 0 0 0 0 o COE SEALANT SLAB 3µ' 8' S• 11' 13• a •,t d_ (OMIT APAVEMHED) PROTOTYPE W x `T C81 GR A D EIPAVEMEN 7/B' 7• V 12, 14 3_ ? 1L - i) J 1 NO EXCAVATION FOR PIPE - - j - #3 TIES AT 12'O.C. it 1' a' 5' 13' i5' 1 -• '�' 1 TRENCHES PARALLEL TO 3/4"x 12"LONG SQUARE DOWEL AT 7-0'O.C. UNLESS NOTED 1 VB^ 9" 6• Is, 1T ; - -- FOOTING BELOW THIS LINE DRILL AI I/8'"HOLE INTO EXISTING SLABAT �Bl; ASE THICKNESS AND - OTHERWISE STORE NUMBER 1 1µ• 1P 6^ 76' 18• MID-DEPTH AND EPDXY GROUT(6'MIN. PREPARATION PER DETAIL 8002-K1 AND (6)#8 BARS ,. •. J 13V 11• 6' 17^ 19• PROVIDE SLEEVEY EMBEDMENT).SQUARE DOWELS SHALL BE %GEOTECHNICAL ENGINEERING REPORT , PROVIDE(3)#5 BARS PROVIDE SLEEVE Y p�!+ - 1 12' 1Y 7' 19' 2P € LARGER THAN UTILITY O SAW CUT(NOT SHEARED)FROM HOT ROLLED ,- _ ;• - (� WD PROJECT NUMBER LARGER THAN UTILITY PIPE l� 1 3W 1b' 7' 22• 24• PIPE FOR PASSAGE Y�"' BAR(ASTM A36)TO WITHIN 3M 6"OF THE CONTRACTORS NOTE - � RAIPD0001 FOR PASSAGE BELOW SPECIFIED LENGTH. FOLLOW THIS DETAIL WHEN REPLACING M A: _ A FOOTING DAMAGED SLABS OR SLABS OTHERWISE /� REJECTED BYTHE OWNER'S REPRESENTATIVE. CB7 FL 3"` S002 Al ANCHOR BOLT DETAILS % /�4 UTILY PIPE BENEATH OR NEAR BUILDING FOOTING A11 NEW TO EXIST.CONSTRUCTION JOINT J A14 DETAIL AT LIGHT POLE FOUNDATION SCALE: 1"=1'-0" A SCALE: 1"=1'-0" SCALE: 1"=1'-0' SCALE: 3/4"=T-0" 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 16 j 1 2 3 4 5 B 7 8 9 10 11 12 13 14 15 —16 ' g M SCHEDULE 40 PIPE ' SLEEVE X BEAM M I FLANGE WIDTH SPAN/6 MAX. fflpAers u _ _ 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 1l2'0 x LENGTH REQUIRED TO _ b COVER MIN.OF 4 HIGH RIBS. w 949.753.7678 F ORIENTATION OF ROD TO BE PERPENDICULAR TO RIBS �xg5 wdpartners.com b OF N N I g r.D - Atlanta L E6( Boston Chicago i L Columbus a Dallas 1 METAL DECK LOS Angeles Miami EACH SIDE Sacramento SEE SPECIFICATIONS FOR OF WEB 1!4 y' WIRE GAGE,3 WRAP AROUND MAX SPACING OF = BAR AND ONE WRAP AROUND HANGERS FROM DECK OR BEAMS,24r NOTES: SET.1201h MAX FOR#8 WIRE 1. WHERE ROUND OPENING DIAMETER IS DIS OR REINFORCINGLES ED. 2. MOMENT FRAME BEAMS,DRAG BEAMS AND L CHORD BEAMS MAY NOT BE PENETRATED € x K WITHOUTH STRUCTURAL ENGINEER APPROVAL. = K K 1 TYPICAL HANGER AT ROOF DECK BEAM PENETRATION 1 SCALE: 1 1/2"=1'- - :, -�. _ SCALE: 1 1/2"-1-0„ 0" d! s 3/8"THICK SEE PLAN FOR PLATE,TYP.x1/2 t LOCATION BEAM FLANGE ; WIDTH(VERIFY) i} 1144 O H OPEN ff _ APPROVED II H i s &LSSOCAE SCOTT FAZLKAB 8 ASSOCIATES,INC. 7 ti Y CATE ave Lren reviewad for adherence to the a codes R�td Ordinance. A,.thD nzation i5 "ied is as, a culidinn permit pend:rg aJ app.:csb,e C ly a;crc'es. - TYp 'L"OPENING WIDTH "/2 MIN 1/4 SEE MECH'L-18'MAX -TYP.s P nce or granting Uf a permit based on W 0 $ -- se pia^s shall not be corsvued to (+� G p c ?p rave any violation of the ap�hcable STEEL BEAM > c00-s .,r Rr e. No permit presumad co give PER PLAN autror ty to '..0 or cancal the prow. of such n/ (V codes shall be Sd. G f 11 LQL ZLU Q 14 TYPICAL BEAM PENETRATION SCALE- 11/2 1'-0" ? 0 LLT COUP �/� TOP OF WALL W V/ O U BARS TO W Z TOP OF WALL MATCH RVERT CIN STANOARD90- REINFORCING, Q F HOOK TOP AND TYP. J� LINTEL REINFORCING: BOTTOM F J (2)#6 FOR OPENINGS LESS THAN 5-0' TYP WALL '3'AT B"CMU Lin (2)X6 FOR OPENINGS 5'-1'T07'-0" REINFORCING TYP,WALL 5"AT8"CMUUj (2)#7 FOR OF T-i'TO 10'-0' REINFORCING SAT 10'AND 12'CMU 1/2'0 ANCHOR BOLT AT 4'-0' #10 S.M.S.AT EACH Y _ O.C.OR 3/8'0 HILTI KWIK CON FLANGE TYP. WHERE EXTENSION IS NOT POSSIBLE, _ EXTEND BARS AS FAR AS POSSIBLE GROUT g II SCREW ANCHOR AT 16'O.C. ( AND HOOK,TYP. FOR TYP.CMU REINFORCING USE #5 AT 16"O.C.VERT.8#5 H 24"O.C. HORIZ.FOR B"THICK CMU WALL E /to u.N.O. E EXTEND dB db OR 7-0'MIN. v - - - WHICHEVER IS LARGER DEDANCHORB LT (STANDARD SQUARE OR HEX EXTEND JAMB BARS FLOOR TO FLOOR OR LINTEL FLOOR TO ROOF WHERE OPENING REINFORCING BOLT HEAD CONFORMING EXCEEDS 4'-0'IN WIDTH OTHERWISE LINTEL ) r EXTEND 4800R 2'-0'PASSED FACE OF q REINFORCING TO ANSI BIB.2.1 U.N.O. WALL i6 GA UNPUNCHED 4 OPENING ER PLAN.REINFORCEMENT TRACK s 8 i NOT SHOWN FOR CLARITY HEADED ANCHOR BOLT BTAN.RD 9D'HOOK WHERE F` MIN.EMBEDMENT NOT FLOOR LINE POSSIBLE D 4 P.,..,.....e S w<F SDON4D488 5 MIN. REINFORCING AT CMU WALL OPENING SINGLE DOUBLE MAT D 11 ANCHORMEADED STUD IN MASONRY s D 14 TYPICAL STEEL STUD AT CMU ' * `"s'• ""�° SCALE: NONE _ sj .jA PP' SCALE- 1 112 1-0" " SCALE 1 1!2" 1 0 CAUEO 6 PLATE PER SCHEDULE WITH#10-16 S.M.S.AT 6" D.C.(4)SIDES - 5/30/07 3/B'CONTROL JOINT C (2J#S VERT. U2)Nr VERT.MIN. REVISIONS MIN,U.N.O. LLN.O. pp METAL DECK PER C NOTE: 1i. PLAN �1 T/I CONTROL JOINT SEE TYPICAL WALL ELEVATIONS : " FOR CONTROL JOINT LOCATIONS 1y' " (2)#10 S.M.S. COORDINATE WITH ARCH'L ■ C,,, DRAWINGS. B SSp (2)319.0 HILT[KWIK [ CON II SCREW ATTACH EACH STUDS STOP 50%OF HORIZONTAL DEEPLY RAKEBACK B ANCHORS TOWALL WITH18GA REINFORCING AT JOINT.50% MORTAR(314')EACH %2%2 CLIPS AT 32 O.C. OF HORIZONTAL TO BE CONT. SIDE OF WALL.SEE N THRU JOINT ALTERNATE BARS ARCH'L DRAWINGS = FOR SEALANT AA O _ ISOLATED ROOF PENETRATION OR OVERALL SIZE OF GROUP 1. B OF PENETRATIONS 318'CONTROL JOINT dl B NOTE: (M.VERT. (2)#5 VERT.MIN. A El CONTROL JOINTS TO BE £ APPROXIMATELYELEVATAX MIN.UNO UNO �'. CONCRETE MASONRY _ U N.O.SEE WALL ELEVATIONS "d" FOR LOCATIONS. WALL PER PLAN. METAL STUDS CMU WA L PLAN VIEW eLewroN � REINFORCEMENT NOT � PER PLAN PROTOTYPE W SEE DETAILS AND/OR WALL ELEVATIONS. i. .d. REINFORCEMENT REMARKS SHOWN FOR CLARITY FOR CHORD,DRAG AND BOND BEAM BAR PLATE P LOCATIONS AT FLOOR AND ROOF,THESE DO NOT PENETRATE DECK u STORE NUMBER BARS TO BARS NTI EACH OUISSIDE FCONTHRU INT. SEE ABOVE I�' 0"-3' - RIBS - WRAP BARS EACH SIDE OF CONTROL JOINT WITH RUBATEx OR GREASED n PENETRATE(2)DECK RIBS, @@ #y I IDJ PLASTIC FOR]'-V EACH SIDE OF JOINT &B T-6' 18 GAx1'$ki'E" MAX ! WD PROJECT NUMBER A 61-8" 18GAxl'-9'k1'-9• PENETRATE(�3)DECKRIBS, €+� A RAIPD0001 U 8'-10" 16 GA xZ-U'&.' IrrL 10'-13' 16 GAz2d5Q'-0' O O F /� C TYPICAL CMU CONTROL JOINT TYPICAL ROOF PENETRATION TYPICAL STEEL AT CMU WALL A5 SCALE: 3/4"=1'-0" AlA SCALE: 1/4"=1'-0 A14" fr1 IC—ALE.,1/2"=1'-0" 8 _-�. _ a. p.. - ._. , rLL, 10.... 11 12 13 14 15 16 1 2 3 4 5 8 7 6 9. - 10 11 12 .. 13 14 1 " 16 (4)0.145"0 HILTI'X-0NI' TOP TRACK WITH 1 1/2"MIN.EMBED (4)#10 SMS, •,, ANCHORAGE (2)EACH FLUTE (2)EACH FLUTE s 1 M s �, /�:. N,. DEFLECTION TRACK- M na�•tn e�•S Z SEE SCHEDULE /" STUDS PER HORIZONTAL TRACK BLOCKING-20 TOP TRACK-SEE SCHEDULE GA.MIN.2"FLANGE AT EACH END • • • • - �i SCHEDULE 2852 Kelvin Avenue OF WALL AND AT 8'-0"MAX • • = Irvine,CA 92614 BLOCKING SIZE SAME AS WALL #10 SMS EACH SIDE 949.753.7676 T STUDS.CUT TRACK FLANGES AND / C-STUD-SEE 949.753.7678 F BEN WEB TO FORMA 4'OVER LAP 4x4x16 GAx1'E" 4x4xl6 GA.x1'-0' _ SCHEDULE ANGLE ANGLE _ wcpartners.com (4)#10 SMS (4)#10 SMS _ STUD PUNCH OUT (2)#10 SCREWS EACH SIDE-TYP. A METAL DECK WITH CONCRETE FILL �\METAL DECK ONLV Ll�[p7Lg-pATF7C[[E[Ta'p]IC[� Atlanta L (4)0.145"0 HILTI'(-DNI' STUD PUNCH OUT Boston WITH 1 1/2'MIN.EMBED (4)#10 SMS Chicago (1)#10 SCREWS PROVIDE STRAP WHERE NO = L Dallas bus EACH STUD SHEATHING OCCURS AT STUDS. 8 #10 SMS EACH SIDE - Los Angeles EACH SIDE-TYP. _ _ E Miami 11/2'x20 GA. Z zz Sacramento HORIZONTAL BOTTOM TRACK STRAP CONT.AT 14 4' O.C. -0"O MAXAN E 4x4x16 GA.xl'-0" / 4x4x16 GAx1'-0" r ANGLE ANGLE K (4)#10 SMS (4)#10 SMS BOTTOM TRACK �p�.METAL DECK WITH CONCRETE FILL METAL DECK ONLY FULL HEIGHT WALL ANCHORAGE STRAP OPTION _ �•OTES LEC•TU BHAUE D K KR TYPICAL BRACE ANCHORAGE DETAIL AT DECK r ■ w • BRACE ANCHORAGE SCALE: 1 1/2"=1-0" �.. _ �� —"�- �: �w•-- (2)#10 scREws ... --.._.. - _ 4-.._ �. _,, \\ CONCRETE FILL 3 3 r ' w AT DECK (2)#10 SMS A7 I U \ BRACE-SEE SCHEDULE EACH STUD STEEL MEMBER rn \ METAL DECK w 1 100 1/2x 16 GA.x 2#10 SMS AT t rn \ 0'-0"WITH(4)#10 PROVIDE STRAP WHERE NO () A SHEATHING OCCURS AT STUDS. EACH STUD 1� \ SMS AT EACH LEG. A-A EACH SIDE-TYP. -^ = 7.5 MAX \ J PLATE-16 GA x CONT. METAL DECK 1 MIN \ '. \ •••• (2)0.145"0 HILTI'X-DNI' PLATE-16 GA. 1• ; z A 1 1 1 1 WITH 1 1/2"MIN.EMBED 1 1 1 1 xCONT. MIN. (2)0.145.0 HILTI'X-DNI' DEFLECTION TRACK- (2j EACH FLUTE AT EACH STUD-(1)EACH SEE SCHEDULE (2)#10 SMS AT EACH SIDE(ICBO ER-2388) TOP TRACK-SEE STUD 0 0 6 SCHEDULE t #10 SMS EACH SIDE BRIDGING OPTION P - He BRACE I C-STUD-SEE o-METAL DECK WITH CONCRETE FILL METAL DECK ONLY STEEL MEMBER 45Q0 GA.STUD WITH 13I8' SCHEDULE (. .> � o-F[OT�BFI017d[E[T6WAC� E 4'-0'MAx CONCRETE FILL FLANGE AT 4'-0'O.C. STUD PUNCH OUT ".20 GA.STUD WITH H 6-0'MAX 4FLLANGEAT4-0 O.Cr - (2)#10 SMS AT (2)#10 SMS AT STEEL MEMBER H EACH STUD EACH STUD 6"x20 GA STUD WITH 2 Irr I 8-0"MAX FLANGE AT 4'-0"O.C. STUD PUNCH OUT l — — — 116 2-12 Hu A METAL STUD BACKING DETAILS 4 SCALE: 1"=1'-13" #10 SMS EACH SIDE METAL DECK E METAL DECK 8 BOTTOM TRACK L n ` O O 0 / G I (2)11TO HILTI KB-111 (2)1/2"0 HILTI KB-III G Q WITH 4 1!4'EMBED WITH 4 1/4'EMBED METAL DECK WITH CONCRETE FILL METAL DECK ONLY /1 STEEL MEMBER BOTTOM TRACK (1)EACH FLUTE (1)EACH FLUTE A 6 �J-F[�JTL-s-REFZPE"R6TCOC�FTsa,7�C� \FV-- pEp"�yr ANCHORAGE Q /±p LU TYPICAL INTERIOR TOP DEFLECTION TRACK ANCHORAGE A TYPICAL INTERIOR WALL STUD 0 V .. V O SCALE: 1 1/2 1 0 4 - - _SCALE 1 1/2" 1'0" • • (4)#12 SMS • • (4)#12 SMS — (4)0.145"0 HILTI'X-0NI' � � Cn O 4x4x16 GA x 1'-6" 4x4xi6 GA x 1'-0' AT EACH STUD-(2)EACH h J W Z LONG ANGLE LONG ANGLE O ! (ICB0SIDE IER-2388)EMBED Y /^ F O O AT EACH STUDI-(1)EACH A EACH0HID-(1 EACH _ ` J v' I 4'xl6 GA.STUD WITH(2) 4'x16 GA.STUD WITH(2) CONCRETE AT EACH STUD-(1)EACH IF r J 010 SMS AT EACH STUD #10 SMS AT EACH STUD 0 SIDE(ICBO ER-23B8) CURB 0 SIDE(ICBO ER-2386) W LU Ili SOBCRETE _1: CONCRETE CONCSELABB EDGE T u TOP TRACK � LU METAL DECK WITH CONCRETE FILL METAL DECK WITH CONCRETE FILL ANCHORAGE Y (4)1/4"0 SMS (4)1/4-0 SMS(2) DEFLECTION TRACK- EACH FLUTE _ z SEE SCHEDULE CONCRETE LAB TOP TRACK SEE S CONCRETE CURB CONCRETE EDGE � E A B C E (4)#12SM5 i SCHEDULE I\ • • 7 AT EACH STUD!X-DEACH #10 SMS EACH SIDE E • • SIDE ICBO ER-2388 APPgOVE - _ (4)#12 SMS O ( ) O FOR°LRMIT ISS NCE C-STUD-SEE -,COTT FAZEKAS&ASS n.!ATES,INC. SCHEDULE 4x4x16 GA x T-0' I STUD PUNCH OUT LONG ANGLE 4x4xl6 GA x 1'-W :Y DATE LONG ANGLE il. 1 1 2-12 I +ose plans have heen reviewe o adherence to the codes and ordina Authorization is 1" in armit pending inted to`.,sue a bu g p P 9 4 xi A.STUD WITH 2 _6 G S U 4 x16 GA.STUD WITH 2 , O U .•�c.es. C� :. I i,�•. all a ti�abt.:City a oil #10 MS AT EACH STUD � 0 .t •+ -7 PP Y 71 S #10 SMS AT EACH STUD STEEL STEEL niin^ of a permit based on MEMBER MEMBER e.^ 14-1 issuance or gra p n.ral of these plans shall not be corn ued to the le aC METAL DECK ONLY D METAL DECKONLY codes orro onancea^rvo•ner 'l presumed To give F «ELr 0 L arty to✓�o ate or cancel Provisions of such ' Nq•• • I ' STEEL MEMBER STEEL MEMBER .ad.s shalt be va:d. D - j.1= 9 Fy D E o D w HANGING STUD DETAIL AT DECK D� REINFORCING AT POP OUT D w TYPICAL DEFLECTION TRACK ASSEMBLY '�F SCALE: 1 1/2"=1'0' SCALE: 3/4'=1'-0" � 4 SCALE: 1 1/2"=1'-0" 'rTOTFq�' .. .. . - 4 - .� .-_ .. -......... -- - F CAL fMULTIPLE 5130/07 9' STUD/JAMB - O REVISIONS O C DOUBLE WALL STUD WALL STUD " (2)TRACK ANCHORAGE EACH SIDE AT MULTIPLE STUD BOTTOM ORTOP TRACK El 6"xl6 GA.TRACK- 6'xl6 GA.TRACK- NOTCH OVER STUDS NOTCH OVER STUDS ® LL TRACKANCHORAGE r B (3)#10x1/Y LOW-PROFILE HEAD (3)#10x1/2"LOW PROFILE HEAD EACH SIDE OF STUD f SCREWS AT EACH STUD-TYP. SCREWS AT EACH STUD-TYP. B ® Q O J PROTOTYPE Q O - N r LL BOTTOM OR TOP TRACK STORE NUMBER ` I #10 SMS AT 32"O.C.AT r CORNER STUDS-TYP. WD PROJECT NUMBER U 0 RAIPD0001 A BOTTOM OR TOP TRACK Aw !a TYP.WALL STUD WALL MOUNTED ITEMS(1501b MAX) WALL MOUNTED ITEMS(1501b TO 3001b) O 0 TRACK ANCHORAGE EACH SIDE OF STUD ,w E /� METAL STUD BACKING DETAILS w A INTERIOR WALL CORNER FRAMING V, A8 SCALE: 1 1-0" F1 14 SCALE: 1 112"=1'-0" 1 2V9A � 3 4 5 B 7 8 9 10 11 12 13. 14 15 16 ,,�. - ��:�. ,�. .,�««", � � � ..„�..„„,�,. ,, .,..,�.:..� ..�,-,�-w-�_: _.,--� ,.� yam. . .�::M.�. .,,.. :.: �« W.,,,- ..�,�..�,�. ., .�� .�..- .,-.•..�,�:,. �� ;�,� � � _ �.n 1 2 3 4 8 6 7 8 9 10 11 12 13 14 15 16 z FOUNDATION NOTES: PAD FOOTING SCHEDULE COLUMN SCHEDULE 1.SEE SHEET 5001 FOR GENERAL NOTES,AND SHEET 5002 AND TOUT FOR STANDARD DETAILS. CB7 CONTINUOUS FOOTING SCHEDULE 13.COMBUSTION HEATERS SHALL NOT BE USED DURING CONCRETE PLACEMENT UNLESS EQ, EQ. PNers MARK FOOTINGSIZE THICK BOTT.REINF. REMARKS MARK FOOTING SIZE THICK REINFORCING TIES MARK COLUMN SIZE BASE PLATE SIZE BASE PLATE2.SLAB-ON-GRADE SHALL CONSIST OF 5"CONCRETE SLAB REINFORCED WITH#4 AT ifi"O.C.,SEE 5002-K1. PRECAUTIONS ARE TAKEN TO PREVENT EXPOSURE OF THE CONCRETE TO F�CHAUST GASES.M 3.C.J.INDICATES CONTROL JOINT,SEES002-K1. 14.SLOPESLABTODRAINSTYPICAL. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. FI 6.4PSQ. to, (6)#6EACHNOT USED CFI 16"xCONT. tY (2)05TOPMO #3TIESAT32" C1 HSSBZBx1/4 14'x14'x314' TYPEA EQ EQ 1/2' M WAY BOTTOM 1 1/ r 4.FOR DOOR OPENING SIZES AND LOCATIONS SEE ARCH.DINGS.FOR SLAB AND FOUNDATION PENETRATIONS SEE MECH AND ELEC.DINGS. E 15.FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS OF THE SOILS REPORT. YP, 5.T/FTG.44r)INDICATES DISTANCE BELOW FINISHED FIRST FLOOR SLAB ELEVATION TO TOP OF FOOTING. \y 16.SEE ARCH'L.FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN. F2 TO SQ. 1Y (4)#5 EACH NOT USED CF2 24.CONT. tY (2)#5 TOP AND #3 TIES AT 3Y 2852 Kelvin Avenue ( WAY BOTTOM 114 �'- Irvine,CA 92614 INDICATES COLUMN MARK,FOR SIZE SEE SCHEDULE. t 17.PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT.FOUNDATION INSPECTION, j SEE (Q#S EACH CF3 30'xCONT. 1Y BOTIOOP AND ;!TIES AT 3T INDICATES FOOTING MARK,FOR SIZE SEE SCHEDULE. THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: F3 3'-0'S0. 949.753.7676 T 1.THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. 5501-Ai WAY BOTTOM STEEL '�' 949.753.7678 F 6.THE SUBSTITUTION OF CAST-IN-PLACE CONCRETE WALLS IS PERMITTED.THE CONTRACTOR SHALL PROVIDE TYPICAL DETAILS FOR II.THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. PLATE-SEE APPROVAL. III.FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. F4 2'4i"x4'-0" 24• (3)#8(L)AND LEGEND: SCHEDULE SEE COLUMN wdpartners.00m 7.ALL ELEVATIONS ARE RELATIVE TO A FINISH FLOOR ELEVATION OF 10T-0"(REFERENCE ONLY). 18.ALL CMU WALLS ARE B"THICK WITH#5 E.F.AT 16"O.C-(VERTICAL),#5 E.F.AT 32"O.C.HORIZ. (5)#6(F) o SCHEDULE 19.ALL FLOOR SLABS SHALL BE CONSTRUCTED TO HAVE A MINIMUM FLATNESS OF Ff=50 AND A 3/4"0 ANCHOR 8.CONTRACTOR TO PREPARE SUB GRADE FOR BUILDING PAD AND PAVING AREAS PER GEOTECHNICAL ENGINEER'S REPORT AND (7)#6(L)AND oe - MINIMUM OF LEVELNESS OF FI=25. F5 6'-0"ze'-0' 16' NOT USED BOLTS RECOMMENDATIONS. (9)4'61T) �,; Atlanta 9.PROVIDE NEW TROWEL BLADES FOR CONCRETE FINISHING OF FLOOR SLABS. Q. d`' TYPE A Boston 1 O.WELD WIRE FABRIC IN EXTERIOR SLABS WHERE INDICATED SHALL BE PLACED IN SHEETS,AND CHAIRED TO 2"BELOW TOP OF SLAB. a ~ := Chicago 11.ALL SLAB JOINT LOCATIONS SHALL MATCH THE LAYOUT SHOWN ON THE PLAN.THE CONTRACTOR MAY PLACE CONSTRUCTION z Columbus NOTE: Dallas JOINTS IN SLABS AS NEEDED,SEE 8002-A71. FOR ANCHOR BOLTS LENGTH ( Los Angeles 12.INTERIOR SLAB CONTROL JOINTS SHALL BE AT A MAXIMUM CENTER SPACING OF 15'-0".EXTERIOR SLAB CONTROL JOINTS SHALL STEP FOOTING AND EMBED,SEE S002-Al Miami BE AT A MAXIMUM CENTER SPACING OF 30 TIMES SLAB THICKNESS. LOCATION Sacramento K K` 1 2 I27-0" Q 6 o e 26-0" L 2Y-4" I 23'4" L 23'4' L 26'-0' 21'd' 3'4' T 34' 20'-0" ' 3'4' 38t T-V 7 T-C G'-4' 34' 8'-0' '1'-0' 2'�, a - z IO'-lo' I0'-1O" '-0• ,' T'-4' n'-V ,• T-4' II'-BP T'-4' I � CBi .'` S0G2-D14 E TYP M CORNER S1 — — — — — — — — — c ' — — — — — - - - - — — — — — — — — — — — — - - - - - - - - - - - - - — ' No F; +I {I - E 777 — — — — — — — — - - - - - � i I - - - - - - - _ - - - - i V � K1 — - - - - - - - i — — — — — — — — — — — — I — — — — — — — — I § ' Ty 9002- OP Q DOOR OPENINGSCal ' H 1 N- a D I I I I I I I 0 > L0 G G z � � C.J. I S307LK73 LU U � Ow m = w S301-K13 I O _jYZ _ QQ � 4 TOP OF SLAB F ( J ELEVATION-100'-0" I $ F H J LU Uj 1� �� ti LU I? �� I Y � �— I I I Q.J. ODD —�— I E p t I I I I 3 4A1 RS501_A7 SIM U U U I r; U I r; I 3301iD13 S301-D13 D E ? F S No. �1;m txatm ; TYP FTG. s.r9 a�;• 'INTERSECTIONS r S007YP 4C "•,9Tf _ ' JJ�� l UCTU..1 Ott I I� � t f - - - - � - -I I�I �tttfi I I� — L � ttt I�f ttfi — 1 �i -ttf �I tfii�l i � tY F�A.. ....,.. N --- - B I — — - - - o — — — — — — Q — ms 36o- - - - - - - - v REVISIONS 3'-0 1T4" 3 Ct 1-DIG C 21'- C 3'4Y -0I' ,T4^ T-T w 174' � PC1 04-27-07 Me -� - -- ----- ' -�---- A *- 0 CB1 05-04-07 ---------------------------------- o4r 19 / E3 28-0' 174' 54TYR01G4 G-0 T-0 17 1 1 1 1 I 1 2540• 1'-0, 214" 1' 2T_r 1'-01 21'4" 11' W-V .., 7fi NOTE: ' c t FOR LIGHT POLE HSSUAINCE FOUNDATION DETAIL ® J S-OTT FA«KAS d ASSOCIATES,INC. 1 SEE S002-A14 '; L e 4.9 l � ) DATE 6 U`` s' ® J h-.va heen ravievied for ndhe-en:e to t rods and ordnar•ca. Act`0NZ31ion is ^ s,ted to issue a building permit pending El Li 7 a8 applicable City a,,3ncleS. isuance or granting of a permit based on PROTOTYPE -.-proval of thasa plans shall not be construed to O e ml1 or approve any violation of the applicable - ocles or ordinance. No permit presumed to gwe minority to•t';olale or cancel the provisions of such ;: STORE NUMBER �... es sitar be valid. - WD PROJECT NUMBER Q A A, RAIPD0001 D FOUNDATION PLAN O LL A 1 SCALE: 114"=1'-0" 1 2 1 3 4 5 - _ _ 6 _ 7 _ __- 8 _ _ 9 10 11 12 13 14 __ 15 ____16 4 5 5 7 8 9 10 � 11 16 .. , aw" s-0 ROOF FRAMING NOTES: 1. SEE SHEET 5001 FOR GENERAL NOTES AND SHEET 8002 AND 8003 FOR TYPICAL DETAILS. 10. PRELIMINARY SPRINKLER MAIN LAYOUT IS SHOWN ON THE SPRINKLER DRAWINGS(SUBJECT TO 2. METAL ROOF DECK SHALL BE 36"WIDE,1 1/2"DEEP,(PAINTED)WIDE RIB(TYPE Bi)ROOF DECK DIAPHRAGM FINAL DESIGN).JOIST MANUFACTURER SHALL ADD THE FOLLOWING SPRINKLER MAIN LOADS TO THE FASTENING TO FRAMING MEMBERS AND DECK GAUGE SEE SCHEDULE. PANEL POINTS OF JOISTS AND JOIST GIRDERS WHERE APPLICABLE. s: M 3. ALL STEEL JOISTS ARE SPACED T-0"O.C.UNLESS NOTED OTHERWISE.ALL JOIST SEATS SHALL BE 212' LESS THAN OR EQUAL TO: 4'MAIN - NO ADD DEEP UNLESS NOTED OTHERWISE. 6"MAIN - 32 PLF ""-` partners 4. ALL STEEL JOISTS SHALL BE CAMBERED IN CONFORMANCE TO THE SJI SPECIFICATIONS.JOISTS LESS B"MAIN - 50 PLF 5 THAN 3'-0'FROM WALL SHALL HAVE ZERO CAMBER AND JOISTS BETWEEN 3'AND 6'FROM WALL SHALL 10'MAIN - 75 PLF ZONE 1 ZONE 2 ZONE 1 - 2852 Kelvin Avenue HAVE HALF CAMBER OR LESS. ADDITIONALLY,THE JOIST MANUFACTURER SHALL ACCOUNT FOR LATERAL AND VERTICAL SEISMIC Irvine,CA 92614 S. STEEL JOIST DESIGNATIONS GIVE THE TOTAL DEPTH AND SERIES FOLLOWED BY THE TOTAL UNIFORM FORCES FROM THE FIRE SPRINKLER SWAY BRACES(WHEN USED).COORDINATE LOCATIONS AND 949.753.7676 T LOAD(PLF)/UNIFORM LIVE(OR SNOW)LOAD(PLF).THE JOIST MANUFACTURER SHALL DESIGN THE JOISTS INKENSITIES WITH FIRE SPRINKLER CONSULTANT. FOR THESE UNIFORM LOADS,AND FOR THE NON-UNIFORM,CONCENTRATED,AND/OR AXIAL LOADS 11. WHERE STEEL JOISTS SUPPORT PREFINISHED METAL ROOF STEEL JOISTS SHALL BE DESIGNED 949.753.7678 F PROVIDED ON THE DRAWINGS. ASSUMING THAT ROOF PROVIDES NO BRACING OF THE TOP CHORD AGAINST LATERAL wdpartners.com 6. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT,DUCT WORK PIPES,CEILINGS,FIXTURES,ETC.THAT ARE DISPLACEMENT.PROVIDE BRIDGING AS REQUIRED TO BRACE THE TOP CHORD AGAINST LATERAL TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE DISPLACEMENT. PANEL POINTS OF THE JOIST(SEE TYPICAL JOIST LOAD STRUT DETAIL S002-D7).METHODS OF FRAMING 12. PLACEMENT OF SPRINKLER CONTRACTOR'S PIPING AND STEEL CONTRACTOR'S JOIST BRIDGING THAT INDUCE BENDING TO THE JOIST CHORD OR WEB MEMBERS WILL NOT BE PERMITTED.COORDINATE SHALL BE COORDINATED BY THE GENERAL CONTRACTOR.THE CONTRACTOR SHALL MAKE ZONE 1 ZONE 1 Atlanta BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. PROVISIONS FOR THE STEEL ERECTOR TO ADJUST/RELOCATE BRIDGING OR SPRINKLER Boston 7. APPROXIMATE WEIGHTS OF ROOF TOP EQUIPMENT ARE SHOWN ON THE PLAN.USE A MINIMUM LOAD OF CONTRACTOR TO ADJUST OR RELOCATE PIPING WHERE CONFLICTS OCCUR.ALL CHANGES L 1/3 THE LISTED UNIT WEIGHT APPLIED TO THE SUPPORTING JOIST AT EACH CORNER OF THE UNIT.VERIFY REQUIRED OF THE JOIST BRIDGING SHALL BE DESIGNED BY JOIST MANUFACTURER. ROOF METAL DECK SCHEDULE L Chicago ALL LOADS,LOCATIONS,CURB SIZES,AND OPENING SIZES WITH MECHANICAL CONTRACTOR PRIOR TO 13. TOP OF STEEL(r.O.S.)EQUALS UNDER SIDE OF METAL DECK BEAMS AND JOIST AT DIFFERENT Columbus FABRICATION.ADJUST SPACING OF STEEL JOISTS AS REQUIRED FOR MECHANICAL OPENINGS.SEE ELEVATIONS REFERENCE THEIR LOCATION i FROM TOP OF STEEL,U.N.O. ZONE 1 18GA.x 1 12"WIDE RIB TYPE Bi PRIMER PAINTED STEEL Dallas DETAILS S301-All,S307-A4-A4,S301.D1 AND S301-D4 FOR TYPICAL FRAMED OPENINGS. 14. SEE 8301-Gl FOR BRIDGING CONNECTION AT WALL. DECK WITH SIDE SEAM WELD AT 24"O.C.AT SUPPORTING Los Angeles 8, ALL JOISTS SUPPORTED BY WALLS AND JOIST CONNECTIONS TO THE WALL SHALL BE DESIGNED FOR MEMBERS PARALLEL TO DECK 7 WELD PATTERN AT Miami Fx=5.8 K AXIAL LOAD(1.3W OR E),TENSION OR COMPRESSION.ALLOWABLE STRESS INCREASES ARE SUPPORTING MEMBERS PERPENDICULAR TO DECK Sacramento PERMITTED. ZONE 2 18GA.x 1 12"WIDE RIB TYPE 81 PRIMER PAINTED STEEL 9, ALL LEDGERS ANGLES TO BE 4x4x3/8,U.N.O. DECK WITH SIDE SEAM WELD AT 36"O.C.AT SUPPORTING MEMBERS PARALLEL TO DECK AND 5 WELD PATTERNS AT SUPPORTING MEMBERS PERPENDICULAR TO DECK K K; g 26'-0' 23'd" L 23'4" i 23'41" 26'0" 2'E' J 44318' I I I 4-43/8" ' J± I ggg I I I I 8"MASONRY T.O.S.=120'-0",TYP. I -TVP. I AT GRIDLINEE E - --- E H ROOF HATCH I H o I �- � I I j I I I j I I ==_ � Lo O saD,A, >G IY 04 =_ -- o �,'_ ZLU All v. s301-A7 OR s301 nb y J 5407-A70 CB, TYP @ S CB7 j CB1 i CB1 C81 _ O W/� MECH LL/ I I I (- O I AC-01 I uNlrs I AC j AG03 I i I gC-04J g q�C p'—) - m W Z 590# ) ,XEn F I _ — � F LuLu J Lu Lu 28K 2 1120 AT I I I -- --- �cor W-- JAMB BARS E.F. JMB BARS E.F. AT END WALL A7 END OF WALL YQ E I I II E`t i ' I b401-A10 i SWII-A7 S50,-A7 �' I I I I I I I I I I I I I I j -p-� B40,-G,3 D 5401-G,3 ! I i TYP. I D Bq.,*.y� ..No.O...'P 'u' 6004488 Z`:rZii - I Al z 9 ! ! ! — REVISIONS C T.O.S.=12,'<".TYP. ) ! !m �J m 13 _ i ' $? 2 AT GRIDLINE 8----- ----------� g ' $ C 0 PC 04-04-07 %� CB, OS-04-07 OPP.Sim. I ' _m x CB1 f ""P C61 x ' �_ _ CB1 != I ' o ' I x El i t S401-G4 W12x50 HIGH tr TYR 1112x50 HIGH _—_—_—_—_ N _—_— A ---- 1 ---HSSBx8x3196tLGWj- - �', - - ------ p E3 - --- ------------------- ------ - 4 _ 1 I13 28'-0' 13 1-0, -_- _--- 21'd• rn CBt - -17' J 23'<" 1'-0i 2,'�' m_— Ii' J 28'-0' 2-0' B B o a 2.9 1 \ Y / 4.1 �.� -O�°=Rrdrt ISsuANCE z \�� (\�� JJ 3vOTT FAZEI(AS 8 ASSOCIATES,INC. k El �J Y 1 DATE._ L -zse n!zns have haen o'v!ev!ed tar adherence to the PROTOTYPE 'c cd S."Id ordinance• AuthdrlZallon IS - vzd t>issue a budding permit pending all appi cab e City agenc, STORE NUMBER issuance or granting of a permu based on - prdval of these plans shall not f t construed le WD PROJECT NUMBER I or approve any violation of the applicable LL code,or ord,:�anda No permd presumed to^ive ! RAWD0001 r:,o to d,ghc ' cancel the provisions at such A A ..-es sha!I be vMd. O AlROOF FRAMING PLAN SCALE: 1l4"=1'-0" 1 1 2 3 4 1 5 6 7_. 8 - -- 9 _. _ 10 - 11 12 13 14 1 15 j16 5 6 7 8 9 10 11 12 L 13 14 15 16 PREFAB ROOF TOP EQUIPMENT METAL CURB MOUNTED TO PREFAB METAL CURB AS PER MANUFACTURERS ANCHOR PREFAB METAL CURB RECOMMENDATIONS THROUGH METAL ROOF DECK AND REINFORCING CHANNEL WITH(2) M M 910 TEK SCREWS SPACED 12'D.C. *TpiRers METAL ROOF 2852 Kelvin Avenue DECK CONTINUOUS REINFORCING GRID Irvine,CA 92614 CHANNEL(118-MIN.)BY GENERAL CONTRACTOR 8"REINFORCED 949153.7676T MASONRY(TYP.) —7 1/2"PREFORMED 949.753.7678 F wdpartners.com 111 #4 DOWELS AT 2-0" STEEL ANGLE JOINT AND EXP. BELOW CURB O.C.,(3)MIN.PER WALL 118 2-8 SEALANT HIGH F03 CONDITION 1-0 CONCRETE SLAB 2'-(r PER PLAN Atlanta PREFAB FIN.GRADE SEE ROOF TOP EQUIPMENT CIVIL DWGS Boston METAL CURB MOUNTED TO PREFAB METAL FLOOR Chicago L FINISH F L CURB AS PER MANUFACTURERS PLAN Columbus ANCHOR PREFAB METAL CURB t SEE THROUGH 20g FLAT SHEETAND RECOMMENDATIONSDallas REINFORCING CHANNEL WITH(2) Los Angeles Miami #10 TEK SCREWS SPACED 12" METAL DECK Sacramento LAP SPLICES PER LS #5 DOWE GENERAL NOTE 20g FLAT SHEET,Ir WIDE 516 TO ANGLE L 32'O.C.AT METAL ROOF (CONT.)BY GENERAL 7 DECK CONTRACTOR CONTINUOUS REINFORCING CHANNEL(1/8'MIN.)BY PER CONTINUOUS z TIES P GENERAL CONTRACTOR 5 FOOTING SCHEDULE #10 TEK 12"D.C. ON SHEET 3101 AT w 1. REINFORCE STEEL ANGLE PER SCHEDULE BELOW CURB - K ALTERNATE K LOW HE GO ON BIEN. SEE PLAN KSECTION AT FRAMED OPENING FOUNDATION WALL DETAIL 4 SCALE: 1 1/2"=V-10" K13 SCALE: 1 V-13" .......... ROOF TOP EQUIPMENT MOUNTED TO PREFAB PREFAB METAL CURB METAL CURB AS PER MANUFACTURERS RECOMMENDATIONS A 'x14#10 TEK SCREWS CURB MUST BE 1 01 0 'xl4"x7/ PLATE "x7 AT 12*OC 2x2x1/4x0'-4-ANGLE WITH(1)3/40 SET PRIOR TO WITH(4)7M METAL ROOF 1. METAL DECK ANCHOR BOLTS 4 KWIK BOLT III(SPECIAL DECK MAX. INSPECTION NOT REQUIRED) #10 TEK SC REWS BRIDGING/CONNECTION AT 112"O.C. CONT.REINFORCING —0 0 PER TRUSS CHANNEL(118-MIN.)BY MANUFACTURER GENERAL CONTRACTOR HIM R113 CONDrWN ROOFTOP EQUIPMENT PREFAB MOUNTED TO PREFAB 0'STUD WALL ON TUB COLUMN PER METAL CURB METAL CURB AS PER MANUFACTURERS CONCRETE CURB PLAN CONCRETE SLAB H H RECOMMENDATIONS PER PLAN ANCHOR METAL ROOF DECK THROUGH PREFAB STRUCTURAL UETALC Pawni(l)*IQTEK CURB MUST BE A.i CMU PER U SET PRIOR TO i PLAN SCREW SPACED 12*D.C. METAL DECK 4' X SEE PU�T__ MAX ILEVELING A METAL ROOF NUTS-TYR A DECK LOW RB COMMON STRENGTH 2-HIGH NON-SHRINK LU GROUT > Lo 4 -4;; C' G G z LU SECTION AT STRUCTURAL ROOF CURBS 4 BRIDGING CONNECTION 4 G G4 _j SCALE: 1 1/2"=V-0" SCALE: 1 1/2" V-10" 0 LU ............... ......................... ............ 4 CO ch o ROOF TOP EQUIPMENT SEE PLAN LLI Z PREFAB MOUNTED TO PREFAB METAL STRUCTURAL CURB AS PER MANUFACTURERS ROOF TOP EQUIPMENT MOUNTED TO PREFAB STRUCTURAL METAL METAL CURB RECOMMENDATIONS CURB AS PER MANUFACTURERS F _j RECOMMENDATIONS ANCHOR PREFAB METAL CURB LU LIJ THROUGH"J"CLOSURE AND METAL PREFAB LO ROOF DECK WITH(2)#10 TEK STRUCTURAL SCREWS SPACED 12"O.C. METAL CURB GRADE BEAM 20g*J"CLOSURE F13 SCALE: I"=V-1)" Cal CONTINUOUS BY GENERAL CONTRACTOR it ANCHOR METAL ROOF DECK ............ ......... THROUGH BOTTOM FLANGE OF METAL ROOF DECK STRUCTURAL CURB WITH#12 TEK SCREWS SPACED 6*D.C. IIISEE ARCH DWGS FOR 24" METAL DECK TO ANGLE METAL ROOF 1/2'P PREFORMED #4DOWELSAT16" 1-6* THRESHOLD DETAIL #4 DOWELS — 11 AT 24'D.C. W8 6 THROUGH"J"CLOSURE EXPANSION JOINT O.C.WITH F F DECK AND SEALANT ALTERNATE BENT 9 P #4 CONT.NOSING ------------------------------------------------------ ---- - - -- - ------------ I CONT. E FIN.GRADE,SEE CONCRETE SLAB E 8. 61 PER PLAN V FLOOR f FINISH FL. BELOW CURB I TYR STEEL ANGLE 16 FINISH CIVIL DWGS 22R SEE • �4_' _X BAR JOIST, 4 R.O.AS REQUIRED SEE PLAN �4 TO FIT EQUIPMENT to 4x4xlfL .0 CMU GROUTED SOLID. SEE APPROPRIATE ALTERNATIVE: OPENING (BEYOND) I OUNDATIONDET IL FOR E:OMIT BLOCK AND ROLL SLAB TO TOP OF OFFSET AS REQUIRED WALL DIMENSIONSD FOOTING(TYP.) TO FIT ROOF FRAMING REINED P.)ftCEME AND EQUIPMENT REINFORCING PER D FOOTING SCHEDULE D S N..68 (2)#STOP No. #3 TIE No. SAT 12-D.C. qh AND B0170M SECTION AT FRAMED OPENING SECTION AT STRUCTURAL ROOF CURBS 0 GRADE BEAM _A13 AT DOOR DETAIL liz.... ................ D1 SCALE: 3" V-101" D4 SCALE: 3" V-0" D1 SCALE: 1"=V-0" D1 %P SCALE: 1"=V-0' VARIES-SEE PLAN SHEET PREFAB STRUCTURAL METAL CURB SUPPLIED A__\ ROOF FRAMING AT TRANE 5/30/07 WITH EQUIPMENT AND SUPPORTED BY R FTOPUNIr,EVAP OXG POST 4X4.1r2.0'.r 14,12 JOISTS.PROVIDE JOIST STRUT AS REC`D.SEE coo TYPICAL JOIST LOAD STRUT DETAIL. UOOLERS,MAKE UP AIR ANGLE,TYP ANGLE NITS.AND EXHAUST FANS VARIES-S—N C 04xl2 ANGLE(SLV)(TYP.) REVISIONS 4 #4 DOWELS 24' C PC1 04-27-07 AT 24'0C PROVIDE ANGLES AS F_ ` REQUIRED TO FRAME CB 05-04-07 6FS NG.PROVIDEJQWL' (4)TOTAL 3/4-0 A MACHINE BOLTS FIN.GRADE,SEE CONCRETE SLAB PC2 05-24-07 STRUT SREOUIREO.SEE PER rYP.JOIST LOAD STRUT PLAN =4 2 S301-D1 13 DETAIL 6 CIVIL DWGS 13 S2 SE FINISH,FLOOR 4-4..a. S301-DI _N ANGLE 16 El _j S301-134 El 'E' S301-134 (2)#8 BOTTOM CMU GROUTED SOLID. 11 TOP AND ROLL SLAB TO TOP OF ALTERNATIVE:-11BLOOK #3 TIES 13 @12'OC, FOOTING(TYPj 12 B AC2\ fla.10 PLATE B LU JOIST 4x4x112 El A-A ANGLE —5.5.10ANGLE A-A OPP. _j A'PROVED NOTE 50—OF OPENING DETAIL SHOWN APPLIES A-A SSUA PROTOTYPE A-A REINFORCING PER ASSOCNI�PTZS,INC. DPP. FOOTING SCHEDULE TO ALL ROOF OPENINGS WHERE LEAST 1 lr? [TYPICAL FRAMINGALLOPENINGS DIMENSION IS Is-OR LARGER.REINFORCE DATE_,GREATER ROOFOPENINGS LESS THAN 13"BY MIN. STORE NUMBER TOR U,N,O,,ROOF HATCH WELDING 16 GAUGE SHEET METAL V-(r -)pe Q rev!ewe d}Cra u�eana,t0 the GRAVITY BELIEoldi,a SMOKE F VENTS,"EAT VENTS' _a AND VENTS OR ROOF DRAINS WIDER THAN OPENING TO METAL ROOF DECK. 4 u d ap c 9 Per,rft pendi,g WD PROJECT NUM lon Is WHERE DIMENSION'E'IS LESS THAN S' ;,Plovd,"y a:l pl:ab!�City ajn19 BER ANGLE MAY BE OMITTED. RAIPD0001 RE SPACED 2 SC WS SIP C '"0 O.C.0 20g FLAT WIDE LAT S 6 W 5 CONT B GENERAL CONTRACTOR CONTINUOUS CHANNEL(1,GENERAL LC( G N:RA EK SCREW AT C STE L AN.L =r E METAL CURB I F :K SCREW. "I'D TEK `2_O.C.0 C ROOF INS' DECK SR" T 0 PER fNRBNF REINFORCING M_ METAL CURB OR METAL ROOF DECK PREFAB STRUCTURAL C,_ - .Z K SCREW FACED _OC METAL ROD, E4— K#11 Tll-�_,\1 SPACED METAL CURB K F �JK z R.O. OFFSET AS OP IAT A AN CEMENT(TY L .3 1-.11 C 3/18 F A. A PREFAB STRUCTURAL METAL .;.a t a mit based V In 0, nose,ant: Retpber construed I. ROOF CURB SUPPLIED WITH tans ,iCjWMR of the-pplica 1: ROOF TOP EQUIPMENT prove any an. itn riTy In Ud!e or Cancel 1 Der'n V,!j he Provisions 01'such A-A De S301 FRAMED ROOF OPENINGS STRUCTURAL ROOF CURB 0 FOOTING AT TRELLIS GRADE BEAM AT FOUNDATION AlSCALE: 1/2*=V-0" A4 SCALE: 1/2"=VLO" Al SCALE: 3/4"=V-0" A13 SCALE: I"=1'-0- 1 16 .......... _10 -N NMI 15 7 16 5 .................... 2x TRELLIS FRAMING TYP. M M partners SKEWED 3x BLOCKING WITH SIMPSON'HU' 2852 Kelvin Avenue HANGER EACH END Irvine,CA 92614 't 949.753.7676 T 8*CMU 949.763.7678 F PER PLAN wdpartners.cotm ------#5 VERTICALS EACH FACE #5 VERTICALS Atlanta EACH FACEBoston Chicago L L Columbus Dallas 4X4 KICKER Los Angeles #5 k 1; AT 32"D.C., - MiamiTYP.U.N.O. p3 TIES AT NCRETE a,D.C. O O Sacramento BLOCK WALL B-B AS AT IWO.C.. TYP.U.N.O. (2)#5 EACH FACE CONT. 3 L4—L It K K It CANOPY DETAIL K 11 .2 SCALE: 1"=1'-0" 1.FLAT SLATE AS SHOWN A-A 112"PLATE WITH 3-3/4"0 M.B. 1/4" S12 AT 24-O.C.WITH MPSON'HU-HANGER . 3.BLOCKING BEYOND 80034)1 TYR CONT.LEDGER I.- ANCHOR BOLTS AT 2r D.C. .. .... ----- H W VERTICA EACH FACE VERTICALS 8"CMUWAUL % EACH FACE ITT--li 114 T/4—�--1�� .1-1 KWIK CON 11 (4)10d NAILS SCREW ANCHOR AT EACH L(2)#5 VERTICALS VERTICALS j #3TIESAT CALE #3 TIES AT KICKER (2)#6�ER VERTICALS S.00 EACH FACE (2) 16"O.C. E 8*O.C.CR CONCRETE EACH FACE 8 CONCRETE EACH FACE TYP. 00�Iit P TYP LU BE WALL BLOCK WALL 40 KICKERAT A-A B-B 24'0.C. > Lo G a) z Ei LU L) G4WALL ELEVATION BEAM TO HSS CANOPY DETAIL w - SCALE: 1/4" V-10" G10 SCALE: 1 1/2" V-D" G13 SCALE: 1 V-0" M"NNW,1411-- x- ANGLE 4x4x318 WITH 3/4*0 HILTI KWIK BOLT III U) 0 -1 (ER-4927)WITH 4 314- TYP 1/4 r B E EMBED AT Z-O'O.C. LU Z 7-0"TYP CHORDANG LE METAL DE(jK PER CONT.,SEE PLAN PLAN.SEE S201 FOR FOR SIZE.SPL E F s 1 F —j DECK ATTACHMENT PER;S401-D13C CB1 LU LO 7 Uj MTL STUDS AT 16"O.C.---, - I- Ij - I —fir— METAL DECK 112" JOIST-SEE -GAP- 16 3 12 7 PLAN 16GAx3x3 BENT 0 -E PLATE ITHOW Fx,SEE 5" S.MLS TOW EACH STUD 16 4 PLAN NOTE HEADED STUDS to ANGLE 4x4x318 WITH 3/4'0 HILTI KWIK BOLT III 3 ANGLE 8x6x3/4xZ-3' (ER-4627)WIT E H 4 14- TYP SPLICE E SIDES EMBED AT EA.SID (LLV)WITH(4)314-4- Z-0-TYPD 1--w 6 GA CLOSURE HEADED STUDS PLATE 2"MIN. A CLOSURE LAP STEEL BEAM,S L 1/2- EE PLAN A GAP "X" PER ARCH'L PLAN ANGLE 8x6x3/4y2-T ITH(LLV)W 4W -------------- HE,NDED STUDS It &A No. % ALTERNATE SECTION AT STOREFRONT STEEL JOIST AT WALL CONNECTION ANGLE SPLICE CONNECTION D13 SCALE: 1 1/2" V-0" D1 SCALE: 1 1/2" V-0 D4 SCALE: 1 1/2" V-0" �. ............ 5/30107 k. REVISIONS C C Ej Pci 04-27-07 CBI 05-04-07 IS El 12x12x1r2 PLATE COLUMN PER Cl ANGLE 4x4x5/16"x2x0'-4" PLAN (4)518.5 HEADED (LONG)TYP. (2)#5 TYP. SEE MOT FOR DECK U) 3118 STUDS 5 ATTACHMENT -------------------- 0 7 -------------------------------- ------------ IL'rZ MAX. LIJ B PPPOVED B FOR.2 0 -qMiTISSUANCE KAS&ASSOCIATES,INC. El TYR HSS 6x6xl/4 -3-o7r EAzE Y—DATE_ —j stave 1,-n re.v: �wod for adherence,,,fi,,O ,is PROTOTYPE HISS PER PLAN v ordinance. s CONCRETE �med I0;ssue a 5 buiiding permit perding K,BLOCK WALL V 9 1P all appli ab! C;y agar!s. STORE NUMBER z;lIncaeor granting Of a permitbased on -va If th se plans she! not be nstrued to oefr-t or approve arV violation Of the applicable WD PROJECT NUMBER SEE DETAIL W1"D13 FOR zod.s or ordinance. No permit presumed to give J[—W.3- TYP AN CMU WALL CHORD ANGLE CONT., lZ SEE . .S S, FOR E PER 1. 4 ANGLE ..Lr TH(4).4 (LLV) 'HEADED SPLICE CONNECTION �ut`-'I!y In V3:1-la or cancel the provisions of such A RAIPD0001 wdes 3;la;i be vai.d. S 401 A En A4STEEL BEAM TO WALL CONNECTION HSS TO HSS SUPPORT DETAIL SCALE: 1 1/2"=1'-0" A7 SCALE: 1 1/2"=1'-0' AlySCALE: 1 1/2"=1'-10" ail 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 s MfflpAers 2852 Kelvin Avenue Irvine,CA 92614 949.753.7678 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L 7 6 B 1 6 �- Columbus Dallas SIM. SIM. € Los Angeles A B Miami Sacramento I I I S401-D1 METAL DECK PER N SEE S201 FOR DECK K _ ATTACHMENT K I II I ----------------------------__ PER ARC - 124'-2' T.O.MASONRY I T.O.S. W 12x50 11/2"CONT.CAP PLATE (2)#6 I�1q5 - I WITH 1/2"0 HEADED �T - cor4r. _ I III o z t2)15 STUDS AT 24"O.C. CONT. 1/2"PLYWD UI J SHEATHING O I o OV 8x18 GA.MTL ua@ J STUDS @ 16"O.C. (3)1/2"x2 1/2 LONG LAG CMU WALL PER PLAN CMU WALL PER PLAN SCREWS 4xMTL STUDS al TO ROUGH SAWN LUMBER % CMU WALL PER EA.SIDE. PLAN I S401-A7 S401� S401-A10 1 METAL DECK PER PLAN METAL DECK PER PLAN SIMPSON'A35' If S401-D4 H EA SIDE OF TRELLIS FRAMING I I I 4X12 ROUGH I I S401-D4 I SAWN LUMBER 4x12 ROUGH 1 _ VARIES _ VARIES ARIES SAWN TRELLIS ` r T.O.S. I T.O.S. _ T.O.S. I A502-G9 ce1 >_ c)If (3)1/2"x21/2 LONG LAG HSS Bx8x3/16 SCREWS 4x MTL STUDS a/ N G I I O TO ROUGH SAWN LUMBER G ROOF JOIST PER PLAN t I I EA.SIDE. Z Q _ W ROOF JOIST PER PLAN 4x4x3/16 ANGLE.SEE j V` I I t I i 6401-A7 FOR ANGLE 4"METAL STUD EA.SIDE J O Lu 4x12 ROUGH I I OF 4x ROUGH SAWN LUMBER SAWN BEAM I I HSS Bx8x3/16 m (� J � Z SIMPSON CC I I S003-D14 Y 18 GA.x2x2 CLIP - — — — — — — — — — I F W J W p III I _ ANGLE WITH(2) O I' I #10 SMS-TYP. _ _ - I Uj K � Y 4 #1 o sMs rYP. I P.T.POST O PER ARCH. I O " J LAY IN CEILING _ A _ (2) 8x16 GA MTL STUDS—X' - @ 16'O.C. (2)#5 CONT. ; CONT. # E s 8x18 GA.MTL ` _ _ _ _ _ _ �� E STUDS 1/2"PLYWD , L S401-G13 SHEACHTING ji 0 � � I HSS 8x8x3/16 CMU WALL PER FILM W 3 p I _ D _� e9ly�• 49 No Z`,m S004468 ISSUANCE sT r............... 0 O .::CTT rA2cKAS&ASSOCIATES,INC. '4TF OF CpI�FOQ • S301-A1 — DATE .• r yP ..�reviewed tar adherence tl�i 5/30/07 I ee< d or insnce. Authorizati m PER ARCH. g permn pe dln m i�see a eu.din I. aPJI cab r.C,y agenc'es. T.O.STONE REVISIONS nase plans shall not 6e conslruaC,qaPurove any violation of the apple aol ® PCt 04-30-07 C I organ rg of a pa rmiI base n p presumetl to g v 0 CB1 05-04-07 ance. Rb permit sh or cancel the provisions of uc El � I •� � I I El o SLAB ON GRADE PER 4 SLAB ON GRADE PER II SLAB ON GRADE PER PLAN PLAN PLAN El o,-0„ I e FINISH FLOOR a -- s o c • • B E3 W -1 —I11= =1 I: 1-111— ll1 1 11w1 jj ° ° a — _., NOTE: � P - \ PROTOTYPE SEE FOUNDATION PLAN NOTE: c,� •}� °� NOTE: I _ FOR FOOTING INFO e m a SEE FOUNDATION PLAID ° '" ° ° ° ° m SEE FW NDATION PLAN � FOR FOOTINOINFO - STORE NUMBER FOR FOOTING INFO EXTEND BARS INTO CONT. - FOOTING . ,„. WD PROJECT NUMBER U #4@12"O.C.EA WAY EA !P A RAIFD000i A FACE QCB1 AlSECTION /� SECTION /� n SECTION SCALE: 3/4"=1'-0" A SCALE: 3/4"=1'-0" /�� L SCALE: 3/4"=1'-0" 4 5 6 ._... B 9 10 11 12 13 14 15 18 w " i�iI11N11NNRi _ a vN' NYN�,M -'m'�"'11 uup :Ii::. __. ii _—. n. vn mM , ®9ANWd - dNWiiiiii m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 �15 16 i GENERAL NOTES: KEYED NOTES: LEGEND: A. THE CONSTRUCTION OF ALL ACCESSIBLE BUILDING ELEMENTS SHALL BE IN STOREFRONT ACCORDANCE WITH 2O01 CALIFORNIA BUILDING CODE,2001 CALIFORNIA FIRE O EXTERIOR CMU WALL M CODE,ANDA.D.A 2 M partners PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS B. ALL DIMENSIONS ARE TO FACE OFF CMU OR WOOD STUD WALL. COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. INTERIOR WALL, ! O TRELLIS,REFER TO Al2-A402 RE:A-M2 FOR PARTITION TYPES. 2852 Kelvin Avenue C. DRAWINGS AND SPECIFICATIONS COMPRISE THE CONSTRUCTION DOCUMENTS. 3Irvine,CA CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARCHITECT WHEN ® ROOF ACCESS LADDER,REFER TO DETAIL K14-A104. ____—— 949.753.76 T4 DISCREPANSIES ARE FOUND IN THE DOCUMENTS. INDICATES ITEMS ABOVE 949.753.7678 F D. CONTRACTOR SHALL PROVIDE AND MAINTAIN SERVICEABLE VEHICULAR O MAIN TELEPHONE(HOUSE PANEL)BOARD. 5 INDICATES DOOR NUMBER (RE:091A4i02) ACCESS THROUGHOUT CONSTRUCTION OF THIS PROJECT. 100 wdpanners.wm E. CONTRACTOR TO INSTALL FLOORING IN THE SEQUENCE REQUIRED BY © TACTILE EGRESS SIGNAGE,SEE SHEET A601 DETAIL K1. PROJECT SCHEDULE IN ORDER TO MEET THE PROJECT COMPLETION DATE. ROOM NAME 0 ROOM NUMBER Atlanta F. BUILDING TO BE FULLY PROTECTED WITH AUTOMATIC SPRINKLER SYSTEM. Boston Chicago L PARTITION TYPE(RE:D41A-602) L Columbus Dallas Los Angeles OWINDOW TAG(RE:A4601) MiamiSacramento levael mcae �mn:;ww mea" ..m� - wmtJ rn�� cweuua�u �.�-� I e .",..._�:•... n xmm�l �x xmu uuham r..�. --- xl =. �« ::. _.._.. K K A202-A1 2' 3'-4' 21 3'-4' 98'I 3'-4' 2' 3'-4' 3'-II 3/B" l'_I• I'-9 5 3'-4' b'-®• I'-6' 2' T-3 5/W I'0' '- 6'-10 b!• „� b'-10 V!' b'-10 D7, 10"'- JI' A601-Ai TYP -- I 2 2 2 —— i 03 ' 103 103 103 —— 103 1 1 a 1D2 1 s 6 1oz s 1az 1U1 s s 6z 05 I a J L----J L— _--1 L UTILITY ROOM r A402-Al2 m \ 104A \ 10D S.F. •;+ 1 100A 1 101A \ 1024 \ 103A � A3 I y� 0 m Hi o ; UNISEX 1 UNISEX LUNISEX _UNISEX UNISEX 4(— IIC \ I _ H 1 — 1 Az A2 Az r - T A2 A2 r r ' L__ - - 11 � �� 9111� w � � I Wo A402-A8 > U-) N G I s G= e zLU Q A502-Al Q A/ V LL O L 100 101 102 103 104 a m U) 0 RETAIL TENANT RETAIL TENANT A3 RETAIL TENANT RETAIL TENANT RETAIL TENANT i J W Z ® 1,300 S.F. 1,167 S.F. 1,167 S.F. 1,167 S.F. 1,187 S.F. I` C FI Q Y 1 F R LU W W cc t J A402-Al E E 4 • • A402-Al c II ir C I C q D j t O -fD AROy7�� J CHRt9T0%1ERK o f o- UOEpgCHLAO No.C-2320e REN.a�3/rmoa Q, A501-G70 t A501-G70 y 6 1 �OF —'� A501-G4 A50,-G4 - I I 4 � - --- - - - - - ---- _— --- - - -- - - - - --- - - - -- _ I---- - B MAY 232007 A I I B B A $ REVISIONS Z in 'n _ Q 3'-0' 3'-0' IT'-4' 3'-0' 3'-0' 21'-0' 2'-0" 'a C C 2'-0" 21'-0" 3'0' 3'-0' R'-4' 3'-0" 3'-0• R'-4' I 0 PCi 04-30-07 A501-K1 A501-K1 _ I I - ---- - ------- - - I /4 p l3'-0' IT-4" 31•0L '-0' TV-4- 3'-0" 26'-0' O O 26'-0" '-0• 21'-4" I' 23'-4' '-0P 21'-4' I'- 26'-0" 2'•6' — ® LL a T s 1� O2 2.1 2.9 �3 A2- �4 4.1 4.9 5� �6 �7 s o Z 0 APPROVED PROTOTYPE FOR?c RM,-:ISSUANCE 8COTT FAZEKAS 8 ASSOCIATES,INC. a DATE STORE NUMBER D I.-ha-neon reviewed for adherence to the - Does aid ordinance. Authorization is riad- `;sue a building permit pending WD PROJECT NUMBER ---....✓-,.l spy,;oao's City agencies. K RAIPD0001 A_ A ^ b„canoe a granll,,g of a permit based on ,;:val of these plans shall not be construed to =_ per. n _.prove any violation of the applicable .. x- ,�� *\� - u -"" au ro t o i -.,e or cancel the provisions of such P "ux a =...a...- mmn n�u� - "� �xlrc.nxwx rwm�y,.. .:z: ml"mnnmw,xin .:.,� ., ... ,., _ Lu 1 _ 1 DIMENSIONED FLOOR PLAN f A 1 O 1 Lu A ■ O O ■ aces.,._.':.,e v..ila. ■ SCALE: 1/4"=1'-0" 1� 1 2 " _3 4 5 6 7 8 9 10. 11 12 13 14 15 16 1 1 2 3 4 5 6 7 B 9 10 1 h 12 13 14 15 76 9ENERAL NOTES: FLOOR FINISH LEGEND: A. FINAL LAYOUT DIMENSIONS ARE TO BE VERIFIED WITH RITE EXTEFOR ffTEFWR AEFERTESENTATIVr 602 FOR TO FINISH INSTALLATION. B. REFER TO SHEET AE02 FOR FINISH MATERIAL SCHEDULE. _ '/"^•+F ' 1"FROM SEALED CONCRETE. M HINGE SIDE M KEYED NOTES: _ _ partners O FRP-1 FROM FINISH FLOOR 70 CEILING. CERAMIC TILE 2852 Kelvin Avenue Irvine,CA 92814 949.7537676 T 949.75DI378 F wdpartners.com DOOR AND HOLLOW METAL s FRAME-PAINT PER DOOR SCHEDULE DOOR SWEEP-REFER TO g Atlanta DOOR SCHEDULE bv_ Boston Chicago L ALL' L Columbus BEVEL SHALL BE NO GREATER THAN 1:2 Dallas Los Angeles CONCRETE PAD OR LANDING Miami FINISH Sacramento FLOOR BLOT 8 < 1/2"PREFORMED EXPANSION JOINT WITH SECANT Q � Q ALLIIJ UMTHRESHOLD SE7i a d INA .OF SEALANT a(TYPAL) �� THRESHOLD DETAIL 4 SCALE: 3"-1'-0" I I I I I I I I I I I i UTILITY UNISEX UNISEX UNISEX I UNISEX( UNISEX ROOM I I 0-371 W 1FRP-1 I I 1 F0 RP-1 iFRP-1 I W 1FRP-1 W 1FRP-1 W F F CT- 105 F CT-1 CT-1 F CT-1 I F CT-1 1 F SC-1 e CT-1 B CT-1 B CT-1 I B CT-1 I B CT-1 B H H 14 - W O > Lc) N c c zLLI � Q mN �O L JYZ Q N F f F- WJW RETAIL RETAIL RETAIL (( RETAIL RETAIL TENANT TENANT TENANT L TENANT TENANT I Q 100 101 102 k( 103 - 104 I r W - - W - t W - - F SC-1 F SC-1 F SC-1 I. F SC-1 F SC-1 i B - �: B - B - I B - B - E E I I I � i 1 1 i I I I v AR OH/ D f: C f. D CHRISTOPFIERK .t OOERaCHLAG 3i] NO.C-23200 7 I I � 1pA REN yd120 MAY z s zonr i REVISIONS z C� - �" " T .. .� (+N - I _—_---_ _ - _ _ _ - _ _ _ --_—_— —_ _ I" - _ _ - - - - - - _ _� - PC1 04-30-07 N N N N n 0 CB1 05-04-07 A cn ® z— ----�--------- - - - - - - -- ---�--------� El LL E3 Ix I 1 I B w E O I � II � I II i APPROVED _ El O FOR pxaM:T ISSUANCE - 1 2 2.1 A Y.� w SCOTT FAZEKAS&ASSOCIATES,INC. Y � ,f�—�_DATE PROTOTYPE LL h=en reviewed for adherence t the Q ordir.anre. Authorization is STORE NUMBER ±ert to issue a building permit pending z av:,;•a:: a::appjcable City agenc..us e is :i:tnCe Of granting of a pefmlt based on ('. WD PROJECT NUMBER A '.I o these plans shall not be construed to A ( RAIPD0001 peen t Gi r rove any violation of the applicable c s o c Hance. ho permit presumed t.: iVa s�n�� fla a4tho;iv o .te or scancal the Proviswns.o2.such nux DIMENSIONED FLOOR PLAN A 1 ■ _0 SCALE: 1/4"=1'-0" ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 3:,x 4 _ �> B•� 7 8 9 10 11 12 M3 14 15 16 GENERAL NOTES: KEYED NOTES: LEGEND: A. TRACK LIGHTS TO BE CENTERED ON GRAPHIC LOCATIONS.SEE GRAPHIC DIFFUSERS.TILES,AND GRID TO BE PAINTED P-2. PLACEMENT PLAN FOR MORE INFORMATION. ROOM ROOM NAME B. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH O ROOF HATCH 2 irN# ROOM NUMBER 8 1. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE GRAPHHICS PLAN. XX CEILING HEIGHT REQUIREMENTS WHERE CEILING LOADS ARE LESS THAN 5#PER FT.AND NOT M OUTDOOR WALL MOUNTED(DECORATIVE)LIGHTS REFER TO ELECTRICAL M C. CEILING GRID TO BE INSTALLED IN ACCORDANCE WI ASTM CE3&96. O SUPPORTING INTERIOR PARTITIONS.CEILING BRACING SHALL BE PROVIDED BY 1Vpartners HANGER WIRES TO BE PLUMB TO WITHIN 1 OF6ORSHALL HAVE DRAWINGS. XX CEILING MATERIAL r��III n COUNTER WIRE ATTACHED ACCORDINGLY. XX CEILING FINISH LIGHT NO QGAJCtE WIRE(Tl"P) FOURN0.12 GAUGE WIRES THE MAIN RUNNER 2'OFTHE CROSS RUNNER INTERSECTION AND SPLAYED 90°FROM THE PLANE OF THE I� 2852 Kelvin Avenue D, REFER TO SHEETA-802 FOR FINISH MATERIAL SCHEDULE. _ LAY-N LWT FIXTURE CEILING.THESE HORIZONTAL RESTRAINT POINTS SHALL 8E PLACED AT 12'-0" nIl Irvine,CA 92614 O.C.IN BOTH DIRECTIONS,WITH THE FIRST POINT WITHIN 4'-W FROM EACH WALL E REFER TO HIIFP-101 FOR FIRE SERVICE RISER.AVERTICAL BACKFLOW IS 2X4 EMERGENCY FLUORESCENT LIGHT FIXTURE. MECHANICAL DIFFUSER MAN ft#4 S ATTACHMENT OFTHE RESTRAINT WIRESTOTHE STRUCTURE ABOVE SHALL BE s 949.753.7676T REQUIRED. - ADEQUATE FOR THE LOAD IMPOSED. 949:753:7678 F F. SPRINKLER HEAD LOCATIONS ARE FOR COORDINATION PURPOSE ONLY. 2X4 CEILING MOUNTED FLUORESCENT LIGHT MECHANICAL RETURN GRILLE CONNECT i0 6TR10NRAL 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO wdpartners.com G. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH FIXTURE ROLE JOIST OR BEAT SECURE THE WIRE HANGERS TO THE STRUCTURE ABOVE.THE METHOD USED GRAPHICS PLAN. MAY VARY DEPENDING UPON THE TYPE OF STRUCTURE.THECONTRACTOR 2X4 FLUORESCENT NIGHT LIGHT FIXTURE TO REMAIN CROSS Rp. R,q I I ALWAYS ON. SHALL PROVIDE ADETAILED SHOP DRAWING WHICH CLEARLY INDICATES THE Atlanta SUSPENDED ACOUSTICALCEILING M2 NA1JCsIFYa WIRE 4'-01OL. TYPE OF FASTENERS TO BE USED.THIS DRAWING SHALL BE SUBMITTED TO THE Boston L ATTACHED TO FRAMING, LOCAL BUILDING INSPECTOR FOR APPROVAL PRIOR TO FABRICATION OF THE O CEILING MOUNTED RECESSED CAN LIGHT SIMILAR TO DETAIL BELOW SYSTEM. L Chicago Columbus MAIN RUNNER AT 4'-0" 3. SUSPENDED CEILING SHALL COMPLY WITH INTERMEDIATE DUTY SYSTEM Dallas 8 ILLUMINATED EXIT SIGN,CEILING MOUNTED _ 45• Or_(TYP) GYP.BD.CEILING - CLASSIFICATION.CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE Los Angeles 5 (4)-12 SPLAY WIRES IN PLANE BUILDING DEPARTMENT PRIOR TO INSTALLATION. Miami pQ CEILING MOUNTED EMERGENCY LIGHT FIXTURE �S I�AdER AT OF RUNNERS.ATTACH TO ROOF Sacramento LR I6D NAIL(TYR) P-O'81 (1TP J PRAMMG AS SHOIW BELOW 4. SUSPENDED CEILING SHALL BE SUPPORTED WITHIN 8"OF PARITITK)NS. 0 (4)TURNS MINIMUM(TYPJ IT-O'Or.6'-0"MAX FROM WALL 5. LIGHT FIXTURE SHALL BE SUPPORTED INDEPENDENTLY OF SUSPENDED CEILINGS OR THE SUSPENDED CEILING SHALL BE SUPPORTED WITHIN 6"OF EACH CORNER OF FIXTURE IN ACCORDANCE WITH ASTM C636-76(LATEST REVISION). K K K1 O CEILING GRID DETAIL SCALE: 1/4"=1'-0" J I I I I I 1 I J I I I I I I I I I I I I I I I I I I I I I UNISEX i UNISEX UNISEX UNISEX I UNISEX UTILITY ROOM fl I 101A I 102A 103A I 104A 005 3 I 8'-0"PY2 PY P2 NAht ------- --- P2 _ ---------------- H .. o o010 o I O O O O �� '. LA o d q 4 _ d ------- \ M E.Q. _ W E.Q. E.Q. W E.Q. E.O. E.Q.JE.Q. W W E.Q. E.Q. —— _—_ 1J / / Ln �J N ° c ' 0 ZWa p U A402-A8 ° EEI ° T � i� J O w ! T 2 W W RETAIL J W Z TENANT I < a U) F 0I 0 RETAIL RETAIL F LLI J W ANT RETAIL ��. ANA1 TENANT TEN ZNT �� TEQ A502 Al T iD-6"- Y j 100 AC-1 AC-1 NA NA — — —— NA i = T 0 T 0 0 T T 0' 0 T i W 1 W W W RETAIL TENANTI 1 103 I i A Al A40E-All qw i0 0 I U��g15D AgOh7rF i J GIRISTOPHERK P� Adhlh OOER3CHlAG No.G2320° A402-Al T T T T T T T T T T fin, MAY 232007 ° o + o o 1 REVISIONS PC1 04-30-07 0 C o o o --- B1 05-04-07 B --4 --- B © Z �-- i � a I I. 3 ❑ J O O O O E7 a I I o I I I I ® Z B g i B ® J I I I I ® W I I I A I I I I DROVED FOR Pc 11'ISSUANCE I J Y S COTT FAZEKAS&ASSOCIATES,INC. I PROTOTYPE InDATE -.�7a n reviewed for adherence to the W to s ora builds Au'I'onzon iS _ STORE NUMBER -sue a building permit pending T a appl'ab C.y agent:es. �.mce Of gfan.ng Ui a permit based on WD PROJECT NUMBER A ` '.hose plans.hall .,par t be consptFued to RAIPD0001 W r..it or approve any wo:ation of the applicable A ccas r nce. No permit presumed to give J ;,c :=or cancel the provisions of such r, LL LU a Al REFLECTED CEILING PLAN A103 SCALE: 1/4"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 _ > i —_ ___ +- �++�_� <<<G+w+udus . _ ......�� ...��.... _ - .-me_�_. "i _ N"+.MIINNtlN®.✓ .-.tu+® 3 HIYA ilpii IINIIIIWUIIIIIHiiii Niiiii ii N N NNiipp pNNii INN I�tliiA3 NNid4ANHY N�5NN1 Wd 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: KEYED NOTES: /� --�\ LADDER UP TO I A. SEE MEP101 FOR MORE INFORMATION. GERATION � SAFETY POST ■ B. ROOFTOP EQUIPMENT LOCATIONS:VERIFY SIZE OF OPENING AND O DUNNAGE PROVIDED BY G.C.OR UNIT PROVIDED BY RITE AID ON 6X6 P.T. 12 8'PREFINISHED GALVANIZED METAL GUTTER. A501-A13 i ROOF HATCH LOCATIONS OF ALL HVAC UNITS WITH MECHANICAL,ELECTRICAL,AND O ROOF GRAIN AND WALL SCUPPER LOCATION,SEE A7-A501 AND A4-A501 PRE-FINISHED METAL COPING. FLASHING STRUCTUALSHEETS. 13 MEMBRANE ROOFING FOR MORE INFORMATION. M C. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS.REFER TAPERED INSULATION CRICKET 112":12' 15 THE USE OF THE EDGE-LOK FACIA COPING SYSTEM WORKS BEST WITH A i ' INSULATION M j„ partners TO SPECIFICATIONS FOR ROOF RELATED ITEMS,INCLUDING O MINIMUM OF SEAMS OVERLAPPING THE PARAPET.INSTALL THE ROOFING GUARANTEES,CRBS FLASHING,AND ETC. LINE OF HORIZONTAL ROOF DRAINS,RUN IN PLENUM SLOPE 118"12 MEMBRANE WITH THE SHEETS RUNNING PARALLEL TO THE LONG SIDE OF 2852 Kelvin Avenue D. REFER TO ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS AND ® TYPICAL. BUILDGING LAP SEAMS INDIRECTION OF WATER FLOW. Irvine,CA 92614 l DETAILS FOR ROOFING SYSTEM INSTALLATION,CONTRACTOR TO O 30"X36'HATCH LOCATION SEE DETAIL K14-A104 FOR MORE INFORMATION. 16 CONDENSING UNIT(CU-1)AND EQUIPMENT PAD ON ROOF.SEE ROOF \ ___ / 949 753 7676 T PROVIDE COMPLETE ROOFING PACKAGE PER MANUFACTURES 5 PLAN RE:MEP-101. 949.753.7678 F METAL ROOF DECK E. GENERAL CONTRACTORIS i0 COMPLY WITH ALL PRECAUTIONS AS SET © 80 MIL WALKWAY MEMBRANE,COLOR TO BE DIFFERENT FROM ROOF. 17 TRELLIS,REFER TO Al2-4402. 0 wdpariners.wm STEEL,OIST FORTH BY OSHA OR EQUIVALENT APPLICABLE CODE. O ROUGH SWAN FINISHED CANOPIES WITH SPANISH TILE ROOFING BY SWGWB PACKAGED ROOF TOP UNIT LOCATIONS.SEE D44501 FOR FLASHNG AND 1R CONSTRUCTION INITIATED BY ABOVE REQUIRMENTS SHALL NOT 7 EAGLE ROOFING N3124"BURNT ORANGE BROWN FLASHED".ICBO NO. SLIDING METAL BURGLAR MECHANICAL DRAWINGS FOR MORE INFORMATION. COMPROMISE THE ROOFING WARRANTY. O ER4660. CHANNELOCK-SET IN 7' . Atlanta $ GAS LINE,SEE MEP101 FOR MORE INFORMATION. CHANNELS WELDED TO ADJACENT STRUCTURE RE: BOLT TO BLOCKING Boston L O MEMBRANE ROOF,SLOPE 1/4':12"TYPICALLY.RE:A501 D10/A501 COORDINATES WI LADDER ANCHOR L I, Chicago Columbus 10 VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, STEEL STRINGER Dallas FLASHING PER A10-A501. _ a Los Angeles BETWEEN STRINGERS STEEL ANGLE WELDED TO GAS PIPE PENETRATION SEE DETAIL D13-A501 11 - Sacramento STRINGERS SacMiami STEEL STUDS @ 16"O.C.WIGWB BOTH SIDES 1'GA.RUNG 1Y O.C. BLOCKING LENGTHS AS WIALUMINUM OXIDE GRANULES REQUIRED.ANCHOR TO WALL SET IN EPDXY RESIN ADHESIVE STRUCTURE SHOE WITH EXPANSION BOLT TO FLOOR FINISH FLOOR K 0'-0"A F F K K14LADDER DETAIL SCALE: 3/8"=1'-0" � 01 O2 03 40 5O �6 07 ,, I I I I I i I I I I 16-0 314" 10'-31/4" 111-0 5l8' 4'-0 3l8" 151-0 118' 4'-0118" 16-0 314' 15-91/4" 3 3 3 124'-V 3 t1 I T.O.PARAPET 13 I H i ® 2 13 15 ® 2 ® 13 ®2 2 ® q T.O.PARAPET 1T-0' T.O.DRAIN 3'-0" rm i a TYP. A402-Al2 `W/ O Ln G PC2 % sYO� 6 5 - ' - ---� Ci � O O oQe s�o Off` s�o off` y PC2 PC2 y� PC2 C2 g PC2 PC2 4 Pcz A462-AB — 17 J Q L 121'-2" 121'-Z' ' 121'-2" rA T.O.ROOF TOP UNIT T = LLO.ROOF TOP UNIT I T.O.ROOF TOP UNIT _ V/ O LYE F A502-Al F I— Q J wow E � �� j LE �� , JO—J JO—J �J i �/ 84112" 3'-W X S-7 4'.6114" 4'411- Y T-0" V-10114" '-01l8" 3'-0" X 3'-0" g'-21A" 6'-0iB' Y " X T-T 4'-61f4' 4'41B" 3'-0" X 3'4' V-6518" W V U U V U I O Q 7 7 7 7 7 T 124'-0" T.O.PARAPET 6 i 6 i 6 i 6 i 6 12 T.O.ROOF TOP UNIT I - T.O.ROOF 2" TOP UNIT , E I I E. I I I g I I s I I g y I I g 1 e �SEQ ARcy�r 6 D '., _JO CHRISTOPHER K. DOERSCHLAG A402 Ai t * No.C-23209 P 4 - A402-At tT9 REN.WI � C MAY 2 3 2007 18 PC2 I PC2 I PC2 - "" - REVISIONS 19'-0' 19'-0" �� 18'0" C T.O.ROOF 13 I 12 T O.ROOF 13 I 12 I 13 T.O.ROOF Czu PCt 04-30-07 C81 05-04-07 PC2 05-24-07 0 124'-0" 12141 124'-W 18 T.O.PARAPET 13 18 T.O.PARAPET 13 T.O.PARAPET 18 T--_- --_ _ _-___-_ T _---_ _ _-_ _-_-_-_- T ___ _ _ _-_-_T 7"0'ED aZI r'\ASB ASSOCIATES,INC. DATE_ I PROTOTYPE\ a e1,r-1 rsvjasd for sdHorerce to the Z T.O.PARAPET T.O.PARAPET 1 o nnncc. Aut�orization is ' r ue P carmit pending Q 1 1 2.1 2.� 6 �.� �.� 3 ,.0 City y_'ic permit _ STORE NUMBER a o*gra nq o1 z permit based on 7 ^ in, plans nal:not be cansL'ued to WD PROJECT NUMBER A pa t n i rove any vD.a'ion of!!:e a^p:"cable RAIPD0001 permit prasuri to give ALL �me� .,-.•> w may ��. .� � r �.. �; ...,,ti:. :. �:nu n n�u�w�nroti«,.....ren��ar md� _ ,. .�,.,,�.. ., code.•s, s �,... r c..ncet the provisions of such 9-i!J t O o:_r o a. e O A ROOF PLAN WO /t1 SCALE: 1/4"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .��n a ., 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �G M M L O O 3 Q 5 6 O7 L ' o 'a < TUCC CP-1 CP-1 TUCC c—P-1-1 TUCC < I p7-2 IPT-3 PTJ PT-2 PTJ PT-1 NR N N TEMAT 2 3 1 i6 7 2 1 16 -NP. 126,_D" 3 2 Typ, NP. NP. —__—__ _ _ _ T.O.HIGH PARAPET K 6 P. ' ------------ 124'-0" K T.O.LOW PARAPET TEN NT TENANT TF �/T XX, x _40 I--li> -=_ - 1Y _ _ .� T EAT- - - z - 115'6" --- --------- z 68" 3-0 T.O.CANOPY J � J ------_ 112,_6„ 4 B.O.CANOPY Y PT-3 110'-0„ i s „ „ --� -----T.O.STOREFRONT H / N N \ v \ F N 9 N / N H ERE = T.O.WAINSGOT� CMU-1 -i \ / / _ ` / \ / NP. N I / A � � I /� � � � N FINISH FLOOR Y ,0 5 13 TUCCO ,5 5 10 13 CMU-, 5 ,0 ,3 5 10 13 8 13 5 ,0 CMU-1 TYP. TYP. W\ M PT3 P. P. / TYP. G G Q G 1 NORTH EAST EXTERIOR ELEVATION � V SCALE: 1/4"=1'-0" JOw �RLNOTES: 00 Cj) O A. SEE SHEET A-602 FOR EXTERIOR MATERIAL SCHEDULE. QY � F B. SEE SHEET A-601 FOR WINDOW TYPES. F Q J W J W KEYED NOTES: Y -O SIGNAGE UNDER SEPARATE PERMIT.CONTRACTOR TO PROVIDE SOLID (Q Q BLOCKING AS REQUIRED.MANUFACTURED AND INSTALLED BY SIGN r CONTRACTOR PER LANDLORD'S REQUIREMENTS. OROUGH SWAN FINISHED CANOPIES WITH SPANISH TILE ROOFING BY EAGLE ROOFING#3124"BURNT ORANGE BROWN FLASHED". E C n A ICBO E Y �O APPROXIMATE ROOF LINE. E ' ROOF TOP C < O SCCREE ED BY SITE I LINE AND PARAPET' PROPERLY AS NOT TO BE SEEN. ' < O CENTER OFF THE SIGN ACCESSIBILITYINTERNATIONAL T FROM REFER O SHEET A002 AND A630 DETAIL TUCC CP7 O ADDRESS NUMERALS,PER CITY. PT-1 PT-3 _126'-0' 3 e T.O.HIGH PARAPET REVEAL LOCATIONS SHOWN ARE TO BE MATCHED TO THE EXPANSION -I 7 JOINTS IN THE MASONRY WHERE OCCURS. SEA ARCH -- � -- --124,_0„ O rev T� D I T.O.LOW PARAPET O SHIELDED OUTDOOR WALL MOUNTED(WALL PACK)LIGHTS REFER TO D . DOE CHLAQ ELECTRICAL DRAWINGS. No.G23209 t 9 OUTDOOR WALL MOUNTED(DECORATIVE)LIGHTS REFER TO ELECTRICAL n REN.W1 18 � DRAWINGS. s TEN AN T 10 TO SCHEDULE. MAY-DOORS PAINT TO MATCH ADJACENT SURFACE,REFER E— — MAr 232007 ROOF SCUPPER. �' I 115-6 TELEPHONE CONDUIT AND SECONDARY ELEC.CONDUIT,PAINT TO MATCH T.O.CANOPY-- — --------------- 12 ADJACENT SUFACE. REVISIONS T C' TYP. I ALIMINUM STOREFRONT FRAMING SYSTEM WI CLEARGLASS,TEMPERED — --------------------112,_6„ 13 Pc1 04-30-07 I I B.O.CANOPY WHERE OCCURS. p CB1 05-04-07 City Of Lake Elsinore 14 ELECTRICAL SWITCHGEAR PANEL,PAINT TO MATCH ADJACENT SUFRACE. El _--_--_--_--_-----110,_0„ Planning Division Approval 8 T.O.STOREFRONT 15 DECORATIVE PLANT POTS. 0 Approval By: / - arrk✓ 16 DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED PT-3. © Z O DECORATIVE LIGHT FIXTURES. � I 103'-6" ^PROVED ,a ROOF TOP MECHANICAL UNITS,EQUIPMENT SHALL BE PROPERLY B17 WAINSCOT an lr issuavcE SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. p OT7 s2c1.AS8ASSCCI::TES,INC. ,� CMU_, DATE f G E N D � 100'-0" e Odes,:�n rrd;n 1l r dhefenc PROTOTYPE FINISH FLOOR e -' c d area A: c.iza' LU er 10 is ce a building permit p _- EG-X INDICATES EXTERIOR GRAPHIC LOCATION STORE NUMBER 9 13 CMU-, _f a I ap ,irar,-G-7 aganc:tea. O TYP. ce or grariin-` of a permit ba 0:; - o:.i u1 hese pia ns snail not be coney :d to - .:1 or a prove any v.01at 0n of the arp ao WD PROJECT NUMBER wc-5 0 0 pence. No permit presuma�t _XX-1 MATERIAL CALL OUT TAG.SEE A•602 RAIPD000, u,honty to v oa:e o•cancel;ne provisions Sue;'. q c;das sh I be =::d. A L LU /� 1 SOUTH EAST EXTERIOR ELEVATION A2 0 1 X l�1 SCALE: 1/4"=1'-0" W 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ti .......n _ . - 1 2 3 4 5 6 7 8 9 10 116 9 10 126 13 14 15 1613 14 15 16, GENERAL NOTES: A. SEE SHEET A-602 FOR EXTERIOR MATERIAL SCHEDULE. M B. SEE SHEET A-601 FOR WINDOW TYPES. Mfflo"Ners 2852 Kelvin Avenue Irvine,CA 92614 KEYED NOTES■ 949753.7678F OSIGNAGE UNDER SEPARATE PERMIT.CONTRACTOR TO PROVIDE SOLID wdpartners.00m BLOCKING AS REQUIRED.MANUFACTURED AND INSTALLED BY SIGN CONTRACTOR PER LANDLORD'S REQUIREMENTS. O ROUGH SWAN FINISHED CANOPIES WITH SPANISH TILE ROOFING BY Atlanta O B C D E EAGLE ROOFING#3124"BURNT ORANGE BROWN FLASHED". Boston L ICBO#ER-4660. L ,, Chicago Columbus O APPROXIMATE ROOF LINE. DailLos s gees Miami O ROOF TOP MECHANICAL UNITS.EQUIPMENT SHALL BE PROPERLY Sacramento I SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. r ' CP-1 ' TUc WOOD ' N O INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED 60"A.F.F.FROM 0 a PT-3 < PT-1 PT-3 CENTER OF THE SIGN. REFER TO SHEET A002 AND A630 DETAIL K10. T.O.HIGH PARAPET O ADDRESS NUMERALS,PER CITY. '17-124'-0" _ 1 1a 3 REVEAL LOCATIONS SHOWN ARE TO BE MATCHED TO THE EXPANSION T.O.HIGH PARAPET ..__ O K 7 JOINTS IN THE MASONRY WHERE OCCURS. K f 1 O SHIELDED OUTDOOR WALL MOUNTED(WALL PACK)LIGHTS REFER TO ELECTRICAL DRAWINGS. t OUTDOOR WALL MOUNTED(DECORATIVE)LIGHTS REFER TO ELECTRICAL TENANT - --- --- �. - O DRAWINGS. ---i HOLLOW METAL-DOORS PAINT TO MATCH ADJACENT SURFACE,REFER J O TO SCHEDULE. ji115'-6" II _ 11 ROOF SCUPPER. Y T.O.CANOPY ----- j z 7 J TVP. 12 TELEPHONE CONDUIT AND SECONDARY ELEC.CONDUIT,PAINT TO MATCH J " ADJACENT SUFACE, Y T.O.CANOPY PT-3 ' 13 ALIMINUM STOREFRONT FRAMING SYSTEM WI CLEARGLASS,TEMPERED WHERE OCCURS. T000. STOREFRONT 14 ELECTRICAL SWITCHGEAR PANEL,PAINT TO MATCH ADJACENT SUFRACE. - r e A � A \ 15 DECORATIVE PLANT POTS. O DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED PT-3 \ N, - TUCC 16 '@ 17 DECORATIVE LIGHT FIXTURES. H I-FWAINSCOT - s ROOF TOP M FCkAANr-AL UNITS,EQUAPIMFNT SHALL BE PROPERLY crnu-i SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. FINISH FLOOR 13 9 LEGEND: CMU-1 E EG-X INDICATES EXTERIOR GRAPHIC LOCATION _ W M XX-1 MATERIAL CALL OUT TAG.SEE A-602 Q/ CV G G 0 C) LU Q p M L) � 2 Ld DC m � 0 R Ye F F APPPOVED N LU - - - - - RMii 1SSUANCE LL LO SCOTT-A KAS 8 ASSOCIATES INC. � W NORTHWEST EXTERIOR ELEVATION F� Pr DATE s F a revie ed d rce to the SCALE: 1/4'=V-0" CG Q . s-e a ouilding permit pending ... appl',ca@la G. z,cndcs. k ice or granting of a permit based on o h se pions sisal' •ct be ecnstiued to - Po a;,rrove any v'o ahon of the applicable cuc m.a No Pe'mit presumed to give E uthc or cancel tie provisions of such E ' 6 5.4 5 O4 3 2 O1 I ' CP-1 TUCC / D ARC/yiT V FO ID p v CHRIST FRK .� ooERsau0 3 11 3 T.O.HIGH PARAPET ............ . - CP-1 - T.O.HIGH PARAPET CqU TUcc i IAY 832007 PT-1 - REVISIONS j 7 _ _ _. - - - - � PC1 04 30-07 C TYP. — — — — — — _ — — — _ _ — — — — — — _ — .— TYP, C ce1 05-04-07 115'_6" -----T.O.CANOPY zTyp If 112'_6„ B.O.CANOPY 0 Z 110,_D" O i REVEAL I Y B B TYP.. J PROTOTYPE W 103'-6" T.O.WAINSCOT STORE NUMBER O 9 1a 100OR FINISH FLOOR WD PROJECT NUMBER A TYP. TYP. A's RAIPD0001 LU LL . A Al SOUTH WEST EXTERIOR ELEVATION = 2 w SCALE: 1/4"=V-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .�mwn T �. �.. m �� v,� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 - 15 16 M = M 'II I J =s s L _ L J B s A B A401-Ci K TOP OF PARAPET K - I 26-0"A.F.F. 'R22 RIGID INSULATIONy! 1112'METAL DECK 70171 1 .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS CP-1 1 TOP OF MASONRY ) TOP OF MASONRY _ 24'-0"A.F.F. I 24'-0"A.F.F. 6"PREFINISHED GALVANIZED �) METAL GUTTER J CMU-SEE STRUCTURAL O 'I DRAWINGS I I nnm n n 3116"x 2"SUPPORT BRACKETS s 5I8'EXTERIOR GYP.BD.SHEATHING PROVIDE(2). A502-K9 PAINT TO MATCH GUTTER 8"MTL STUD 16"O.C. 518"EXTERIOR GYP. 7/8'3 LAVER STUCCO BD.SHEATHING A H MEMBRANE ROOFING UP _ MEMBRANE ROOFING UP AND OVER PARAPET A401-E7 AND OVER PARAPET " THROUGH WALL FLASHING THROUGH WALL FLASHING AND WEEPS ROUGH SAWN WOOD I I r I AND WEEPS H REFER TO ELEVATIONS I ® ® H FOR FINISH I CHORD ANGLE, I _ I SEE STRUCTURAL DRAWINGS �' CHORD ANGLE,SEE STRUCTURAL DRAWINGS 9 Q III I 1 T.U.YAA T SIM. �'. - LJ SPLASH BLOCK I 20'-0"A.F.. I A502-D13 'R22 RIGID INSULATION 'R22 RIGID INSULATION € A502-D13 — 1 1/2"METAL DECK 1 112^METAL DECK ' II _ � ' - REFER TO STRUCTURAL W � •: I I - I I REFER TO STRUCTURAL V I METAL FLASHING.01 ` Q FELT UNDERLAYMENT , Q LU/ " BY OTHERS 0L ," ROOF TILE O �,I BAR JOIST-SEE STRUCTURAL BIRDSTOP BAR JOIST-SEE STRUCTURAL i LNL FOAM CORNICE DRAWINGS DRAWINGS ,/� BX2 WOOD STUDS N O PER STRUCTURAL J W Z 14'-0' B.O.FRAMING J r PLYWOOD r IFI ItSHEATHING F W J W 4 II W B.O.CANOPY _ p 12-0" Y t 718"3 LAYER STUCCO OVER METAL 7/8"STUCCO FINISH - - - LASHING LATH AND BUILDING PAPER 30#FELT T 8" 4" 1'1" I OVER 112"PLYWOOD OVER B"METAL 4" 4 114" O STUDS 16"O.C. i � ✓�� \ CEILINGLAY IN ACOUSTIC` I I REFLECTED CEILING PLAN I ROUGH SAWN WOOD \ REFER TO ELEVATIONS / ''.. L LAV IN CEILING s I LAY IN CEILING E FOR FINISH I I _ T.O.STONE 1 !f I\°.\ I 10'-0"A.F.F. I •• ( 10'-0"A.F.F. E 10'-O"A.F.F. - _ a \ \ LAV IN ACOUSTIC CEILING SEE II -- .... s .. m mwwrm inane iummnnnm.aa"ummnnn ALUMINUMSTOREFOR T REFLECTED CEILING PLAN Dj pl E1 PARAPET DETAIL LOCATIONYSTEM RE:FOPAQUE A502-D9 LOCATION OF OPAQUE ASD2-09 SCALE: 1 1/2"=1'.0" 1 WINDOW FILM 1 wmn aimm e memmni - _ n nnnoi mrra :en man rcnn"xnn 050 C ALUMINUM STOREFRONT SYSTEM USTOM EDGE LOCK A502-G13 PRE-FINISHED METAL -� RE:A-601 FOR LOCATION OF OPAQUE FASCIA BY ATAS �— COPING CAP ) WINDOW FILM 1X BLOCKING AS 1/2"EXTERIOR GRADE - A REQUIRED PLYWOOD INSULATED STOREFRONT E SED RCy7 - - GLAZING E U 9 INSULATED STOREFRONT GLAZING p 1J U1RIS1CIPHERK.O� _ DOERSCHUG },, } No.C-23209 8"METAL STUDS REN.3131 _ @ 16"O.C. ) - 9 JsPPROVED F METAL STUDS F OR IIE�', T ISSUANCE SCOTTr.AZEKAS•B ASSOC;AES,INC. 16"O.C. AY 2 3 2007 DATE Yt e � -1 I a O shave been rev;ewed for adherence to th FOAM CORNICE _ _� II cc es ^nJ orc;narce. Authorization is .2d to ua a c.:Iding permit pending = pro,, a9 appizab City a-encas. REVISIONS T.O.STONE ��//�� C • 4'-0'A.F.F. !, II'.. 9 s a e i-,3n-e or rartir of permit based on C E3 0B1 05-04-07 VI • 81 i.I_ -r :v,l these p."ns shell not f t construed to J .1 permit o --:prove any vloiat'on of the applicable El codes r ^�i 0 o w,, ante. No permit resumed 10 give 'i'. P P esvwuuuw nx °u�wuxmwm. wu� codes.„to vo.�c or cants,the provisions o,such Q PARAPET DETAIL :I I codes sna era;A ® L C1 SCALE:11/2"=V-0' CULTURED STONE VENEER ® W El 050 CUSTOM EDGE LOCK A502-G13 ----- III FASCIA BY ATAS — — PRE-FINISHED 6"CONCRETE CURB iX BLOCKING AS METAL COPING � REQUIRED I _ -_ CAP _ a ® Z ® Q e L B ® 'J FINISH FLOOR FINISH FLOOR ® ` • ° a• • •a a-o^ 0_ CMU- " °' PROTOTYPESEE L DRAWINGS STRUCTURAL �—� __ - Ill= I1 =1 —I -III c —III- STORE NUMBER FOAM CORNICE 11'L ° n _ W B"EXTERIOR III °II ° < 11 WD PROJECT NUMBER GYP.BD. SHEATHING s 111, ° 6c ° � ° ."c A RAIPD0001 A J 4" 4' 4' _ A401 p 1 PARAPET DETAIL p C SECTION 1 SECTION !r1 SCALE:1 1!2"=1'-0" /�1J SCALE: 3/4"=1'-0" A SCALE: 3/4"=1'-0" 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 1 _2� 3 �m w muem S Bnuun� �,uHHHHHHHH�.. .......... ,_— , 8 9 10 11 12 13 14 15 16 of I� c III Ir �.^, M U; M pfflartners 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T (, 949.753.7678 F wdpartnem.com i It Atlanta Boston L L Chicago Columbus 'f Dallas 7 6 Los Angeles - Miami Sacramento 0 III K Kk' .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK i A40bA1 FASCIA BY ATAS CP_i A401-A1 .050 ALUMIN CUSTOM .050 ALUMINUM CUSTOM .050 ALUMINUM CUSTOM — STRAIGHT EDGUM E LOCK (N STRAIGHT EDGE LOCK STRAIGHT EDGE LOCK TOP OF MASONRY FASCIA BY ATAS FASCIA BY ATAS A401 Al FASCIA BY ATAS L 1 CP-1 1 CP-1 CP-1 I 24'-0"A.F.F. TOP OF ASONRY I - TOP OF MASONRY TOP OF MASONRY 24'-0"A. .F. 24'-0"A.F.F. 24'-O"A.F.F. d I I I I A401-A7 I I I 518"EXTERIOR GYP.BD. F SHEATHING 5/8"EXTERIOR GYP.BD. I I 5/8"EXTERIOR GYP.BD. I 5/8"EXTERIOR GYP.BE. — J SHEATHING ` J SHEATHING `_ J SHEATHING 718"3 LAYER STUCCO 7/8"3 LAYER STUCCO 7/8"3 LAYER STUCCO 7/8"3 LAYER STUCCO � MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP MEMBRANE ROOFING UP _ MEMBRANE ROOFING UP THROUGH WALL FLASHING AND OVER PARAPET AND OVER PARAPET _ AND OVER PARAPET AND WEEPS THROUGH WALL FLASHING THROUGH WALL FLASHING `�* THROUGH WALL FLASHING AND WEEPS AND WEEPS AND WEEPS SIM. f _ A502-D13 H CHORD ANGLE, •R22 RIGID INSULATION " SIM = SFF STRIICTLIRAI nRAWINGS o A502-D13 •R22 RIGID INSULATION 'R22 RIGID INSULATION (' •R22 RIGID INSULATION I - 1 1/2"METAL DECK A502 D13 r 1 12"METAL DECK 1 12"METAL DECK 1 112"METAL DECK I REFER TO STRUCTURAL IT I I III I ` r REFER T STRUCT I) I I REFER TO STRUCTURAL REFER TO STRUCTURAL TOP OF TRELLIS O 16'-0"A.F.F. A502-G9 CO) G METAL FLASHING l— _ ` I I S' \ G fd 0 t%FLAT SLgA�TERS FELT UNDERLAYMEN7 O S 1 - 0 (� BY OTHERSWN J, SIM. 1 BAR JOIST 2x8 2a^O.C. A502-D13 I SEE STRUCTURAL J ROOF TILE N'HU' )� 11 DRAWINGS W HA R BAR JOIST-SEE STRUCTURA L BAR JOIST, BAR JOIST LPL/BIRDSTOP DRAWINGS SEE STRUCTURAL SEE STRUCTURAL 6%2 WOOD STUDS '^ O DRAWINGS DRAWINGS U)1 PER STRUCTURAL \ WOOD FRAMED TRELLIS J J LU Z 2%B CONT.LEDGER W/ Y Q Q 100 ANCHOR BOLTS PLYWOOD 24^O.C. T.O.EIFS F SHEATHING 13'-0"A.F.F. F W J LU LO B.O.CANOPY -.\ rZ- W 3/8'0 HILT I VVIK METAL - 1 SORE ANCHOR AT u 1 71W 3 LAYER STUCCO Q FLASHING EACH KICKER 0 ' O - J (4)10E NAILS ILAY IN CEILING 4X4KICKER 101$"A.FF. g \ 24"O.C. Y ' LAY IN CEILING = LAY IN CEILING LAY IN CEILING LAY IN ACOUSTIC CEILING E ' • I 10'-6" .F.F. _ 10'-6"A.F.F. 101-6"AF.F. I, SEE REFLECTED E CEILING PLAN LAY IN ACOUSTIC CEILINGS LAY IN ACOUSTIC CEILING LAY IN ACOUSTIC CEILING 7/8"3 LAYER STUCCO REFLECTED CEILING PLAN SEE REFLECTED REFLECTED - SEE A502-D9 CEILING PLAN CEILING PLAN - 3 CMU-SEE STRUCTURAL DRAWINGS CMU-SEESTRUCTURAL _ CM U.SEE STRUCTURAL 0 ALUMINUM STOREFRONT DRAWINGS _ �\ DRAWINGS SYSTEM RE:A-601 FOR LOCATION OF OPAQUE WOOD COLUMN PER STRUCTURAL , �N5E0 ARCy? WINDOW FILM D 718"3 LAYER STUCCO OVER METAL D I:, O Pn LATH AND BUILDING PAPER 30# v �1RISTOPHER K. FELT OVER 1/2"PLYWOOD OVER 8" r COERSCHUG INSULATED STOREFRONT METAL STUDS®16"O.C. No.G232os GLAZING REIN 3/31 t` OSTONE VENEER WITH i OVERGROUT INSTALLATION aAAY 23 PQAi STONE VENEER WITH P PER MANUFACTURER'S OVERGROUT INSTALLATION 7G RECOMMENDATION PER MANUFACTURER'S STONE VENEER WITH - RECOMMENDATION OVERGROUT INSTALLATION �I \ REVISIONS PER MANUFACTURE CI RECOMMENDATION8"CONCRETE ON RS AFOE F. C -.. ® CBt 0S-04-07 T.O.STONE T.O.ST 4 _ P T-4"A.F.F. 3'-4"AONE.F.F. CURB ,. THROUGH WALL FLASHING _ THROUGH WALL FLASHING (( It ) AND WEEPS .� AND WEEPS 4 - THROUGH WALL FLASHING � \ O i� FINISHED FLOORING RE:A102 FINISHED FLOORING RE:A102 AND WEEPS 0 REINFORCED CONCRETE SLAB FINISHED FLOORING RE:A102 ` RE�S101RCED CONCRETE SLAB A502-A1 RE:S101 g502-A73 VAPOR BARRIER REINFORCED CONCRETE SLAB LL VAPOR BARRIER RE:5101 ° I CRUSHED STONE RE:S101 = OR GEOTECHNICAL REPORT B I CRUSHED STONE RE:S701 I VAPOR BARRIER d " <Q B' CRUSHED STONE RE:S101 a FINISH FLOOR ® .w R E 7E HNI AL FINISH ORT 1FLOOR " ° 0'-0" V, O G O C C TE HNI AL REPORT = OR GEO C C O FINIS FLOOR FINISH FLOG r FINISH FLOOR ° Z • a• 0'-0" - a 0'-0" poc?DYED SSUAtJCE O °• e ,� ° �_�'I" SCOTT FA2e'(AS&ASSOCIA;ES,INC. _ PROTOTYPE L a " ° A502-A13 DA,E_�� f 1 \../ e - Pn rev V d for a h PnCe t0 the STORE NUMBER 4 " er• 'o C a At° orization IsLU _ "a ° .J.uv�Lr Il flpp,.ableGl J,l.l,ngs pa.mlr pending m m a WE PROJECT NUMBER a ° = permit based on RAIPD0001 _I oi nese 91ars r r.ct be cors"Led to A I• r t or approve a".'vloaticn of the applicable P° oo� .or ord nance. f.o permit presumed to give H A ° ° au ro i:y.o v c ate or can^al the provisions of such _.,,,. �.:,- .- mw"__ yes sr.000noonn.a.,. A4 2 loav�tl O Al SECTION A C SECTION A A SECTION A n SECTION SCALE:314"=1'-0"' __ A5 SCALE: 3l4"=1'-0" /'• 8 SCALE: 314"=1'-0" , L SCALE:3l4"=T-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �1w 2 3 4 S 6 6 9 10 _ 11 .- 12 13 14 18 16' I ,. M STONE VENEER,INSTALLED PER = = M MANUFACTURER'S RECOMMENDATION - _ _ _ partners 8"MTL.STUD AT 16"O.C. Kelvin Avenue _ -- Irvine,CA 92614 949.753.7676 T r 949.753.7678 F v partners.com _—_T_—_ —_—_—_—_—_—_—____ - CD Atlanta Boston ,; Chicago L L Columbus Dallas Los Angeles Miami lS Sacramento 7-10114' CD TUBE STEEL COLUMN E SEE STRUCTURAL DRAWINGS 0 K K _ xxxxxx..... .xn x....... nxxxnx "� � x � xw PLAN DETAIL AT TOWERS K 1 SCALE: 1 1/2"=1'-0" TUBE STEEL COLUMN j SEE STRUCTURAL DRAWINGS STONE VENEER,INSTALLED PER d MANUFACTURER'S RECOMMENDATION •9 1�" SEALANT I 718"3 LAYER STUCCO ALUMINUM STOREFRONT SYSTEM �L 4 7l8"3 LAYER STUCCO ^ CMU H L OLD OL H INSULATED STOREFRONT GLAZING uT - _ w r SHIM AS REQUIRED = _ , PROVED - FOR Pc:+M:7 ISSUANCE - _ MASONRY OPENING 8COTT FAZEKAS&ASSOCIATES,INC. Y DATE BACKER ROD&SEALANT .n h_ a a revl=_wed for adherence to the A502-Al2 �.:edas -�:d ordinance. fi_:;hori2ation is es. 1. '- I•' CMU tted t sue a building permit pending aal applicable City agen� LU 75I6 9 or grantira of a permit based on I REFERTOEXTERIOR esa plans shall not be const.-ued to 8"MTLSUDATI6'O.C. ELEVATION FORFINISH AND 101.any violation of the appl:cabie (' N G MATERIAL authc r c O ane or cancel ce. NO rthe presumedmit ov's ons of such ve G ' Q COL des r:a.hoa .,,.o. L PLAN DETAIL AT TRELLIS PLAN DETAIL AT STOREFRONT PLAN DETAIL EXTERIOR WALL PLAN DETAIL AT CORNER I OC G1 SCALE 1 1/2 1'-0" G4 SCALE: 1 1/2"=1'-0" d G 7 SCALE: 1 1/2 '=1'-0" ?G 1 0 SCALE: 1 1/2"=1'"0" O W 1/2' ,n .._• �-.—,.��. : .mow : ,» .- ..-._,,- --�� Z B DIE,STEEL BAR C STEEL WE WELDED TO ANGLE�4"O.C, CHANNEL FRAME N O WELDED HATCHOPENINGABOVE W Z GAS PIPE SEE HOLES FOR PAD LOCK - in DRAWINGS H-91P202 SUPPLIED BY RITE AID __ LL Q J F ROOF TOP UNIT 314'X 1A"WIDE GASKET FOR CURB PAD LOCK F I': r J FRAME ANDALL DUCT SUPPORT MTL.COVER SUPPLIED BY RITE AID SPLICING CEMENT WATER CUT-OFF MASTIC W LU SURFACES Lo COUNTER SLOPED SHEET METAL ROOF CAP- GUI STEEL PLATE IN-SEAM SEALANT STAINLESS STEEL CLAMPING RING 1"MI PRESSURE-SENSITIVE POURABLE SEALANT GUIDE WELDED W FLASHING INSULATED T - POCKET LAP SEALANT PRE-MOLDED PIPE SEAL INTEGRAL 2X P.T.WOOD ROOFTOP UNIT BASE RAIL PROVIDE POURABLE � AT FACE OF 3�4"DIA.HOLES � Y T NAILER FLASHING AND COUNTERFLASHING SEALER CHANNEL FLANGE BELOW DRILLED IN FRAME ROOFING MEMBRANE SEE SPECIFICATIONS SEALANT REFRIGERANT PIPE OR IJL LAP SEALANIT L300V - POLYISOCYANURATE INSULATION _ J PREFABRICATED CURB - _ WITH RIGID INSULATION ELECTRICAL CONDUIT THRU SIDE ATTACH TO BLOCKING OFCURB ,i ROOF CURB UNIT BY ROOF TOP UNIT MANUF. METAL DECK SEE STRUCT.DWGS _ WI FACTORY SUPPLIED BURGLAR BARS - RUN ROOFING UP CURB WRAP ROOFING UP CURB AND PIPE PENETRATION E AND SEAL ' SEAL CRICKET AS REQUIRED MEMBRANE PLAN VIEW E ROOFING NOTES: 1 10 DIA.STEEL BAR C4xS4 STEEL CHANNEL FRAME ROOF DECK WELDED TO ANGLE 4'O.C. WELDED HATCH OPENING ABOVE § 1.PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP ROOF '� E EDGE,REGARDLESS OF PIPE DIAMETER. INSULATION P.T.WOOD BLOCKING ATTACHED TO DECK WOOD BLOCKING ROOF INSULATION 2.APPLY INSEAM SEALANT 112'INCH FROM INSIDE EDGE OF PIPE CLAMP 6"MIN. PENETRATIONS Q PIPE SEAL FLANGE. ATTACHED TO 9 12"MAX. L3x2x114' DECK NOTES:CUT AND PATCH ROOF AND MAINTAIN OWNER STEEL FRAME,ALL SIDES OF ROOF 3.DECK FLANGES OF THE PREMOLDED PIPE FLASHING SHALL ROOFING BOND.INSTALL CURB PER OPENING HOLES FOR PAD LOCK - NOT BE OVERLAPPED,CUT OR APPLIED OVER ANYANGLE MANUFACTURER INSTALLATION REQUIREMENTS. " SEE STRUCTURAL DRAWINGS PIPE WRAP INSULATION TO STOP INDIVIDUAL 6"MIN. SUPPLIED BY RITE AID CHANGES. STEEL JOIST WHERE POURED SEALER&DECK PENETRATIONS = PENETRATION START. FOR PIPE& 12"MAIL SEE STRUCTURAL DRAWINGS ELECTRICAL SE0 ARO PAD LOCK 4�� NVT SUPPLIED BY RITE AID 314'DIA.HOLES DRILLED IN FRAME O 114"STEEL PLATE GUIDE WELDED SECTION >J �YIOERsaiuclRI oa a ooeRsaxLac AT FACE OF CHANNEL FLANGE a No.0-23209 PIPE CURB DETAIL ROOFTOP UNIT CURB DETAIL s PITCH POCKET DETAIL(ALT.FOR D11A-501) BURGLAR BAR DETAIL GAS PIPE PENETRATION DETAIL RAN D 1 SCALE: 1"=1'-0" D4 SCALE: 1"=1'-0" fi D7 SCALE: 1 1/2 1-0 D 10 SCALE. 3"=1'-0" D 13 SCALE: 1"=1'-0" _ Au .: - rcH� �3 — BY ATAS s METAL BILC0 LADDER MAY 2 S 2007 COVER UP SAFETY POST LU-1 �Fpr i METAL NEOPRENE DRAFT SEAL = 1112• = s LINER PADLOCKEYE C x„ LAP SEALANT INSULATION JAN (CADMIUM �, REVISIONS i^ ATCH PRESSURE TREATED WOOD NAILER a ROOF DRAIN - _ a FLASHING ' INSIDE LATCH RELEASE ) ATAS-EDGE-LOCK a FLASHING COLLAR DOUBLE LINED METAL COPING = NSULATION 13 FLUE YDRIP WATER CUT-OFF MASTIC - CURB ROOFING MEMBRANE Sl8"EXTERIOR GRADE GYP.BD. - SHEATHING TAPERED INSULATION PRE-MOLDED PIPE SEAL ANE BASE LAP ROOFING INTO HINGE FLASHING SCUPPER BOX,FLASH PRESSURE TREATED WOOD NAILER 4 STAINLESS STEEL CLAMPING ARM LADDER 0 ANO SEAL RING s NG CEMENTMETAL FLUE SPLICING CEMENTB00T NEOPRENE BACKER R00 SEALANT SPLICING CEMENT ALANT _ FPDM FLASHING METAL FLASHING i LAP SEALANT LAP SEALANT,UNCURED ELASTOFOAM h LAP SEALANT ROOFING FLASHING AND WATER CUT-OFF MASTIC 7 DRIP 3"MAX s MEMBRANE 5M STL.ANGLE B EPDM MEMBRANE B - 1 INSULATION O MEMB. TREATED WOOD BLOCKING SEALANT METAL DECK DRAINLINE INSULATION - ROOFING ON CMU RIGID INSUL. LAP SEALANT MEMBRANE ROOFING ' UNDERDECKCLAMP 350 X 16 GA.MTL.STUD @16" CLAMPS AS REQUIRED _ PROTOTYPE O.C. BAR JOIST - Q Q Q Q Q _ METAL ROOF DECKING 1 I xT RIGID INSULATION TO STORM SLIDING METAL BURGLAR STORE NUMBER '^ H DRAIN SYSTEM BARS WI LOCK-SET IN V/ METAL DECK CHANNELS WELDED TO J RUBBER VOID I METAL ROOF DECKING ADJACENT STRUCTURE WD PROJECT NUMBER CLOSURE @ ALL I RE:D101A-501 RAIP00001 A OPENINGS SUPPORT BRACKET A � 3 r W L 3S MIN nnnmmi A501 0 AlFLUE PIPE DETAIL WALL SCUPPER DETAIL ROOF DRAIN DETAIL VENT PIPE DETAIL ROOF HATCH DETAIL SCALE! 1112"=1'-0" A4 SCALE: 1"=1'-0" A7 SCALE: 1112"=1'-0- Al O SCALE: 11/2"=,'-0" A13 SCALE:11/2"=1'-0" 1 2 3 4 5 6 7 8 9 ,0 11 12 13 14 15 16 2 13 1-4 16 8 9 10 ..... =_ 4 1 12 7 4 m CONTINUOUS 20 GA.GALVANIZED "" partners METAL FLASHING 2852 Kelvin Avenue R22 RIGID INSULATION Irvine,CA 92614 949 753 7676 T 1 W'METAL DECK 949:753J678 F GUTTER STRAPS AT 24"O.C. wdpartnm.com 8"METAL STUDS ""0 C PROVIDE 118"08"GALVANIZED WIRE MESH Atlanta BEE AND WASP CAP GUARD AT TOP OF ALL Boston DOWNSPOUTS x Chicago L T Columbus Dallas Los Angeles Miami Sacramento DOWNSPOUT.REFER TO PLUMBING FOR SIZE CMU WALL .050 ALUMINUM CUSTOM O SEE STRUCTURAL DWGS. STRAIGHT EDGE LOCK FASCIA BY ATAS r—c-p— TOP OF MASONRY K 24'-0"A.F.F. K9 GUTTER DETAIL SCALE:1 1/2"=1 0" _\-\\\\_ 1___1 W-111.11-1.......... 5/8'EXTERIOR GYP.ED. MEMBRANE ROOFING UP SHEATHING AND OVER PARAPET STEEL ANGLE-SEE 7/8"3 LAYER STUCCO I I & STRUCTURAL DRAWINGS B"CMU WALL AND OVER PARAPET OVER PARAPET ROUGH WALL FLASHING AN P.T.B1.9.KING THROUGH M REFSTRUCTU MEMBRANE ROOFING,WRAP MEMBRANE ROOFING UP RAL D WEEPS R22 RIGID INSULATION I REFER TO ELEVATIONS FOR FINISH Z2 Sim. 1 UT METAL DECK x • x R22 RIGID INSULATION 'x If 1 1/2"METAL DECK 050ALUMINUM CUSTOM EDGE LOCK FASCIA BY ATAS H FASTENERS PER H REFER TO STRUCTURAL 1 1)2' MANUFACTURES SPECS 77 ON 11 SCREW IANCHORS 2 , ' / C A 24 GA.GALVANIZED STEEL-/ + SPRING CLEAT FOAM CORNICE ro Uj 1/4' A PROVED BAR' 7 JOIST-SEE STRUCTURAL FOR cA.MiT ISSUANCE > G DRAWINGS 114"U PLATE W1 SCOTT FAZEKAS&ASSOCIATES,INC. CN 2-314"0 M.B. LD G SECTION DATE a to lhe z < r &enc, r, a,'., 9 iz 1, L) v— wnn hqv� ao a voolli TRELLIS SECTION COPING DETAIL G9 SCALE:1 1/2" V-0" G13 SCALE:6"=V-0" —e or grant q 0 a permit based on 0 La ................ ....... Ica pe—I- ,�ie in I Jo permit resurrect to g Cn 0 L L de_ p�signs I h- L aunority lo v"0';,.Or cancel the -!,d. LU Z SLOPE codes stall us vn 7 518" CIVIL,RE:A201 F < LU _j Uj 5f8'EXTERIOR GYP.BD.SHEATHING LO CEILING I- LU I LAY NC THRU WALL FLASHING 10'-6 AF MEMBRANE ROOFING UP AND OVER CORRUGATED WEEP HOLE PARAPET AA j, Q09 FLASHING LAY IN ACOUSTICCEILING STEEL ANGLE-SEE STRUCTURAL SEE REFLECTED I DRAWINGS CEILING PLAN E FOAMCORNIC�!ql R22 RIGID INSULATION GROUT BRICK SOLID SEE STRUCTURAL DRAWINGS. I 112'METAL DECK E �x THROUGH WALL FLASHING BAR JOIST CMU-SEE STRUCTURAL SEE STRUCTURAL DWGS. DRAWINGS SHIM AS REQUIRED BACKER ROD&SEALANT SLIP TRACK 4 1 K,I ZI I I 1 1 17 BEARING PLATE-SEE STRUCTURAL DRAWINGS ALUMINUM STOREFRONT SYSTEM a gD AR D CHRI DDEfiaplLAG STONE VENEER WITH INSULATED STOREFRONT GLAZING No.C-2a2O9 OVERGROUT INSTALLATION "W" REN.W/20)) PER MANUFACTURER'S RECOMMENDATION 9 HEAD SOFFIT DETAIL PARAPET DETAIL C D SCALE: 1 1/2"=V-0" D13 SCALE: 1 1/2"=V-0" T.O.STONE T4"A.F.F. NAY 2 3 2007 THROUGH WALL FLASHING 7518 C AND WEEPS 7&18" �REVISIONS FINISHED FLOORING RE:A102 15/9' C 11 REINFORCED CONCRETE SLAB RE:S101 STONE VEENER OVER CMU VAPOR BARRIER E3 CRUSHED STONE RES101 CMU-1,RE:A201(SEE STRUCTURAL THRU WALL FLASHING ORGEOTECHNICAL REPORT 'X DRAWINGS FOR REINFORCEMENT) FINISH FLOOR 'X COMPRESSIBLE FILLER A x 01-V REFER TO STONE VEENER OVER CMU REINFORCED CONCRETE SLAB ,x A502-A1 WEEPS STRUCTURAL DWGS. 13 6 MIL VAPOR BARRIER U) B, ZIP STRIPS RE:C.207 _j THRU WALL FLASHING POURED NCRETE FINISH FLOOR B t z B-0, 13 ASSPECIFIED SIDEWALCOSLOPE @ 2%AWAY p < FROM BUILDING U.N.O. LU CRUSHED STONE II PROTOTYPE CMU-GROUTED SOLID BELOW GRADE(SEE STRUCTURAL H�Hy�� STORE NUMBER COUNTER FLASHING DRAWINGS FOR REINFORCEMENT)I U H EXTERIOR GRADE PLYWOOD SHEATHING y WD PROJECT NUMBER A MEMBRANEBASE A RAIPD0001 FLASHING LU SECTION HEAD III SOFFIT DETAIL WALL BASE DETAIL A502 LU Al SCALE:3/4"=V-0" A9 SCALE:1 1/2"=V-0" A13 SCALE:1 1/2"m 1'-0" 6 7 ---8-------- 13 14 1 16 .mod IlL1iiWNX HINNN Nili N "A�*ilm hini 'Nii ii& �- '�'.'A �w�U: �AOe..wa»:.�//F.�FhJ"-'=- ems- K,cm. m3'c? � e4�' .av�. -s. tt, -�+uwv14YFMNNNiMW9WiNNNV 2H'&w..� "roL —'.NNYNNH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 R TACTILE EGRESS SIGNAGE EXIT TACTILE EGRESS SIGNAGE TO COMPLY WITH CBC SECTION 1117B.5.1-B PER CBC SECTION 1003.2.8.6. ' rA1 im (� �� EXIT ROUTE M partners 2852 Kelvin Avenue WHITE SYMBOL M WOMEN Irvine,CA 92614 949.763.7676 T 949.753.7678 F BLUEBACKGROUND NOTES: wdpadners.com ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES,AND THE STATE OF CALIFORNIA TITLE 24 GUIDELINES,INCLUDING BUT NOT LIMITED TO PROPORTION,COLOR CONTRASTAND RELIEF AND GRADE 2 BRAILLE DOOR MOUNTED SIGNS NOTES REQUIREMENTS. n 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. Atlanta WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,RAISED LETTERS SHALL BE PROVIDED fop 2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 60"ABOVE FLOOR AND Boston L AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.1 THROUGH 11176.5.6.3.SIGNS ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALLIN COLOR AND CONTRAST. L Chicago SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.WHERE THERE IS NO WALL SPACE 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. Columbus ON THE LATCH SIDE,INCLUDING AT DOUBLE LEAF DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT Dallas ,0 WALL,PREFERABLY ON THE RIGHT.MOUNTING HEIGHT SHALL BE 60"ABOVE THE FINISHED FLOOR TO THE �- 4. LETTERS&NUMBERS ON SIGNS SHALL BE RAISED 1-"MIN.,SHALL BE A MIN.OF 5/S" = Los Angeles CENTERLINE OF THE SIGN.MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN HIGH&SHALL BE SANS-SERIF UPPERCASE CHARACTERS.A.D.A.SIGNAGE ACCOMPANIED Miami 3"OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. ADA SIGNS BY GRADE 2 BRAILLE. PPP ADA ROOM Sacramento IDENTIFICATION SIGN 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3-D PLAQUES PER (114"THK.) Elm CODE REQUIREMENTS. 8 INTERNATIONAL SYMBOL OF ACCESSIBILITY DOOR MOUNTED SIGN 8. SIGNS TO BE ATYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED BLUE BACKGROUND,EQUAL 70 COLOR N0.150901N FEDERAL - SECOND SURFACE GRAPHICS. STANDARD599b Z (V4"THK) BRAILLE 7. SIGN TO BE A CUSTOM COLOR TO MATCH EMS 262C WITH WHITE GRAPHICS. WHITE FIGURE _ - LATCH SIDE OF DOOR 8. BRAILLE SHOWN IS FOR PLACEMENT ONLY.USE CORRECT BRAILLE FOR SIGN PRODUCTION. 9. 3D TACTILE PLAQUES CAN BE OBTAINED FROM AMERICRAFT CORPORATION(SIGN LANGUAGE) 904 4TH STREET WEST PALMETTO,FL 34221 PH#1-800-237-3984 FAX"13-723-2452 K 4„MIN. K K1ADA SIGNAGE SCALE N T S. �s i 21'-0" 1T4" tT-11" KEYED NOTES: E.Q. 6'-4' E.Q. E.Q. 3'-0" E.Q. E.Q. E.Q. (D INSIDE FACE OF GLAZING TO BE COATED WITH WF-1 5 10 5 4 5 O 1"CLEAR INSULATED GLAZING. 10 - O TEMPERED CLEAR GLASS AS SUPPLIED 8Y THE G.C. § O 707 0 § p O3 p O O O EXTERIORALUMINUM STOREFRONT SYSTEM. SF-1 H O SURROUND FRAME WITH BACKER ROD&SEALANT. H §a m Q O 0 O 2 4 m O O O § O O O INTERIOR ALUMINUM STOREFRONT SYSTEM. SF-2 (DCONTINUOUS INSULATED ALUMINUM MULLION CLAMP WI CONCEALED I--- t- FASTENERS FINISHED TO MATCH FRAME. (D DOOR TRANSOM PROVIDED BY DOOR MANUFACTURE. O O " O (D FINISH FACE OF GLAZING TO BE COATED WITH WF-31F REQUESTED OR JI' FINISH O Uj APPROVED BY RITE AID REGIONAL CONSTRUCTION MANAGER. C) FLOOR / O O O 11.0 N G Gu 0 uwmu m .�. a �c. na ..o� nm u n .-. .rur: �amr-. -i " uw;x:;w.: Z Q _. F3 W V Ld G 1 EXTERIOR GLAZING TYPES SCALE. 1/4"=V-0 P ;ED F J/�/� �n imnmmon i.x.,mmk,. n n m e SCOTT FAZEKAS&ASSOCIATES,INC. W U) O GENERAL NOTES: V� A. REFER TO SHEET A-602 FOR FINISH MATERIAL SCHEDULE. TA FRP 1 Y DATE-F J W Z " s o ,t.f,d re'lle ved for adherence to the B. PROVIDE SOLID BLOCKING FOR ALL TAB co r ';d Urd.a ace. At.'horization is WALL MOUNTED ITEMS n ad to issue a building permit pending all applicable City age.'leies. F F TA-E TA-Ca e c or granting of a permit based on KEYED NOTES: \� TA-Cb Kass,plans shall not be construed to L O WATER CLOSET,SEE PLUMBING DRAWINGS. permit;''approve any violation of the applicableLU autnon; ;0 nnnce. NO permit presumed to give = Y S v 'a:e of cancel the rovisions of such O LAVATORY,SEE PLUMBING DRAWINGS codes shai De va.id. p 2 O EXTENT OF ADA TURNING REQUIREMENTS 1 TA-A LEGEND: 0 12" 42" 36" 6" p-0 -I FINISH MATERIAL TAG -I - TA-Ca TA-Cb TA-Cb TA-Ca E _ TA-E ADA DOMESTIC WATER E EG-X RESTROOM ACCESSORY TAG TA-g AND WASTE PIPE TA-G TA-A PROTECTION 0 ROOM NUMBER FRP 1 ROOM NAME a y O TA-A Z U x 8"MIN. � b 0 a S 5 2 6"MAX. TA-Cb 17"MIN. AIR C 36"MAX. 01 4 p�Ns`D C�7Tc� CHRISTOPHER K. D TA Ca TA-G SIDE VIEW FRONT VIEW D DOERSCHLAG No.C-232119 LAVATORY MOUNTING DETAIL TOILET&ACCESSORY MOUNTING DETAIL REN-mn TA-A iH � 2 FRP-1 1OQ' VAY 232007 7 TA-E '4 1 O j NOTE: REVISIONS y� C § GC TO PROVIDE METAL OR FIRE RETARDANT C ' PC1 04-30-07 W �1601-A7-A TREATEDWOOD BLOCKINGIE REQUIRED FOR -____ ____ ALL RESTROOM ACCESSORIES I C81 OS-04A7 13 o ®ADA H c g TA-B — Wf FRAME COMPLIANT MIRROR —F-- -- O A6W I FRP-1 I= TA-D TA-E TA-F Q I 1 / SURFACE MOUNTED INFANT CARE RETRACTABLE SURFACE SURFACE GRAB BARS TABLE MOUNTED HAND MOUNTED Z E -38"LONG DRYER SOAP DISP./ b-42"LONG TA-G B� � SURFACE im TA-Cb TA-A MOUNTED 13 TOILET PAPER ® TOILET SEAT , DISPENSER COVER W DISPENSER PROTOTYPE� CIO- 6'-8" Y OVER y y. `` 1 SINK 41 - § STORE NUMBER / u W WD PROJECT NUMBER A RAIPD0001LU A UNISEX nA601z TYPICAL RESTROOM PLAN 1' ENLARGED RESTROOM ELEVATIONS /� 1 1 RESTROOM ACCESSORIES Al SCALE: 1/2"=1'-0" A SCALE: 1/4"=1'-0" Al SCALE: 1/2"=V-0" 1 2 3 4 5 6 7 m 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 II ,M I= "" "' partners 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L = L Columbus Dallas Los Angeles Miami Sacramento #' KEY MANUFACTURER DESCRIPTION PRODUCT COLOR DIMENSION LOCATION ADDITIONAL INFORMATION " z D AC-1 ACOUSTIC CEILING ARMSTRONG GEORGIAN(763) AXIOM IV,P-6 GRID:PRELUDE XL 15116' 7X4' RETAIL AREAS w U K SC-1 SEALED CONCRETE SONNEBORN WATER-BASED KURE49EALACUCURE RETAIL AREAS,UTILITY ROOM K O CT•1 CERAMIC TILE DAL-TILE GO.,INC. CERAMICTILE SIERRABERIES ASPEN#15251 GROUT:TEC-0ELORREAN GRAY#934 8'xB' RESTROOMS COVE BASE P-3889 LL a FRP-1 FIBERGLAS REINFORCED PANEL MARUTE SYMME7RIX SYM C-118 G44 COLOR:ALMOND 4'X8' RESTROOMS 3 P-1 PRIMER ZINSSER OR KILZ SHIELDZ UNIVERSAL ON ORIGINAL PRIMER r P-2 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW7012 CREAMY FINISH:SEE SPECIFICATIONS RESTROOMS z as PT-1 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW638D HUMBLE GOLD FINISH:SEE SPECIFICATIONS EXTERIOR PT-2 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6386 NAPERY FINISH:SEE SPECIFICATIONS EXTERIOR PT-3 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6110 STEADY BROWN FINISH:SEE SPECIFICATIONS EXTERIOR PT4 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6107 NOMADIC DESERT FINISH:SEE SPECIFICATIONS EXTERIOR PLA LAMINATE WILSONART 466160 IRON LEGACY FINISH:TEXTURED(FOR REFERENCE ONLY). z E 3 BRA STOREFRONT SYSTEM KAWNEER TRI-FAB451T ANODIZED ALUMINUM(CENTER PLANE GLASS). EXTERIOR o a =_ H H- 0 j�$ STN-1 STONE VEENER EL DORADO LIMESTONE PASADENA EXTERIORWALLS Ilj NCMU-1 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 B'X e"X 16" BUILDING BASE m CP-1 COPING ATAS EDGE LOCK FASCIA COLOR:MEDIUM BRONZE COPING OVER BRICK D LU M o (V G G" (' Q (7) Z LU G1 FINISH MATERIAL SCHEDULE, MASONRY SCHEDULE,AND STOREFRONT/GLASSING SCHEDULE p U SCALE: NONE .I O LU COMPRESSEDSOUND ATTENUATION DOOR FRAME ARDWARE NOTES INSULATIION.(FIRE SAFING INSUL.AT F.R SIZE MATERIAL TYPE FINISH MATERIAL TYPE JAMB HEAD FINISH LABEL SET Na. _ FIRE-RATED PARTITIONS) O METAL DEC SEE A4/A4t02 FOR HEAD DETAIL SIMILAR PR 3'-0"XT-0" MTLIGIASS B MANUF MANUF MANUF MANUF MANUF MANUF - 1 DOUBLE STOREFRONT ENTRY DOORS ' W Z `T," SEEA41AS02 FOR HEAD DETAIL SIMILAR WITH NO GWB S-lyXT47 HM A P-10 A1TL 2 J3 H3 P-10 - 2 RESTROOM DOORS Q Y V CONT.20 GA.3HEET METAL FILLER WITH NO GWB SET IN SEALANT AND FASTENED TO 3-0'XTHY INSUL.MTL A R101P-11 MTL 2 J3 W 1101P-11 - 3 PROVIDE PANIC HARDWARE&SECURITY ALARM WIRING-SEE HARDWARE SCHEDULE FOR MORE INFORMATION.F ' MOREG.W EXTEABOVCEWNGM WALLBOARD TO 6" EXTEND BOVE CEILINGM WALLBOARD T06" 347 X7-0' MTUGLASS C MANUF MANUF MANUF MANUF MANUF MANUF 1 SINGLE STOREFRONT ENTRY DOORS F r J J ORE G.W.B.AROUND METAL DECK FRAMING NOTE: ( W W PROFILE U) OONT.ACOUSTIC SEALANT-BOTH 1.ALL METAL STUDS ICBO#ER4943P STRUCTURAL STEEL LU SIDES FIRE RESISTANT JOINT SYSTEM t CEILING CEILING FRAMING SYSTEM OR EQUAL. AT FIRE RATED PARTITIONS 2.ALL STUD TO STUD CONNECTIONS MINIMUM(4)#10 TEK METAL EDGE TRIM WHERE EXPOSED SCREWS(UNLESS OTHERWISE NOTED) 4Q TO VIEW 3.ALL STUD CONSTRUCTION SHALL CONTAIN LATERAL BRACING GENERAL NOTES: to STEEL RUNNER WI MIN.2" WITH SOLID BRIDGING&A MINIMUM OF 18GA SOLD RUNNER A. WHEN THE DOOR IS FULLY OPENED A MINIMUM CLEAR WIDTH OF 36INCHES IS P^F.OVED C2 FLANGES-FASTEN TO MTL DECK PRIOR TO //J� TRACK BRIDGING AT IO'-U'O.C.ALONG WITH 1112"X20GA REQUIRED FOR PASSAGE PER CBC 111 SEA. FOR t,,IIT ISSUANCE i#iATNON.OF 6PRAYfiREPROOFING, / �+3 5/8"20 GA METAL STUD 6"20 GA METAL STUD STRIPS ATTATCHED TO EVERY STUD WITH(3)#10 TEK SCREWS REFER TO DETAIL G1418004 JON BOTH SIDES(STRAPPING TO START AND END ON SOLID B. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR SCOTT FAZEKAS B ASSOCIATES,INC. \ R-13 BATT INSULATION EXTERIOR DOORS AND 5 POUND FOR INTERIOR DOORS. �'COPEGYTYPES WALLBOARD WALL CONSTRUCTION BLOCKING B 4'4Y O.C.VERTICALLY. - __ 4.CONNECT STUDS TO PARCELS WITH SHOTPINS AND 20 GA. C. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN COPE HEREUM OCURRINAROUNDSTEEL BEAM MIN.CLIPS AT 24'O.C.EACH STUD. 30 INCHES AND 44 INCHES ABOVE THE FLOOR.LATCHING AND LOCKING DOORS "n. haes he.n ordinaed fo'adarencetothe E PROFILE WHERE OCCURRING # 47I8" 71/4' 5.A'GYP BOARD TO BE ATTACHED WITH#8 PAN HEAD THAT ARE HAND ACTIVATED AND THAT ARE INA PATH OF TRAVEL SHALL BE cods .� ord�ancc A�t'�onzation is E(, PARALLEL TO RIBS OF DECK PERPENDICULAR TO RIBS OF DECK --- - SCREW'SAT12"O.C.VERTICALLY TO EACH WALL STUD.INSTALL OPENBLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE,PANIC BARS, ted,o aue a building permit pending 3SM"20 GA MTL STUDS @ 16"O.C. W20 GA MTL STUDS@16'O.C. r r. -y a„appu,zUe City agencies. NOTE: HORIZONTALLY WITH STAGGERED TIGHT BUTTED JOINTS. PUSH-PULL ACTIVATING BARS,OR OTHER HARDWARD DESIGNED TO PROVIDE r FASTEN OSTEEL RUNNER &FASTEN METALG.W.B.T S FRICTION FIT METAL 510"G.W.B. PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING STUDS TO RUNNER&FASTEN .W.B.TO STUDS-DO NOT FASTEN TO S/B'G.W.B. a issuaice or granting shall a permit c based on 518"M.R.G.W.B.TOILET 518'M.R.G.W.B.TOILET ROOM SIDE HARDWARE. _-,or v of these plans shall not be construed to RUNNER.MAINTAIN TO ACCOMMODATE INDICATED BETWEEN STEELEEFLECTI N. ROOM SIDE D. THE SWEEP PERIOD OF THE DOOR CLOSER SHALL BE ADJUSTED$O THE FROM pe"-.r a ap!.xove any violati;;n of the applicable METAL STUD/G.W.B.70 ACCOMMODATE STRUCTURE DEFLECTION. Cooee-or cainanca. No pemd presumed to gave BASE AND FLOORING SEE BASE AND FLOORING,SEE FINISH AN OPENING POSITION OF70 DEGREES,THE DOOR WILL TAKE AT LEAST 3 authority to violsre or cancel Ilia provisions of such E EE SEE PARTITION TYPES FOR WALL, CINSTR SCHEDULE SECONDS TO MOVE TO A POINT 31NCHES FROM THE LATCH,MEASURED TO THE FINISH SCHEDULE cedes shall be valid. 1yyJ DI.Ep BASE LANDING EDGE OF THE DOOR. CONTINUOUS METAL STUD TRACK ANCHORED SEE D1IA-602 FOR BASE CONDITION SEE D1IA-602 FOR BASE CONDITION E. PROVIDE A SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE IS PROVIDED WITH 1/8"DIAMETER POWDER ACTUATED TYPE AT THE MAIN ENTRY DOORS STATING:'THIS DOOR TO REMAIN UNLOCKED FASTENERS AT 2-0 ON CENTER MAXIMUM J DURING BUSINESS HOURS." TRACK TO BE SAME GAUGE AS STUDS CONT. COU^ $EAWtNT BOTR'SIDESFIRE ❑ �aSSD AFRI p RES DINT SYSTEM AT FIRE RATED PARTITIONS ASSHOWN A3 ASSHOWN p I 4 FO J CHRISTOPHER K. � TYPIOALF&RTb11014 OOERSCHIAG _ ....... r m�mn * O.C-23 - PARTITION HEAD AND SILL PARTITION TYPES DOOR SC � � w u � "� N SCHEDULE D 1 SCALE 1 1/2 1-0 1'' D4 SCALE: 1 1/2 - -0" D VQ SCALE: R fonuFo � Q SEE PARTITION MAY 232(1Q� -� TYPE HARDWARE SET NUMBER 1 HARDWARE SET NUMBER _ 3'-0"z T-0"z 1 314" BLOCKING 1-:PAIR BUTTS,STANLEY 4-112'X 4-11T FBB 191XUS 26D ALUMINUM DOOR AND FRAME STOREFRONT "CLOSER CORBIN-RUSSWIN DC 6210 X 689 X M54 HARDWARE 1 LOCKS ET,CORBIN-RUSSWIN CL 3320 NZO X 626 X 2-T4"B.S.(PRIVACY) REVISIONS 112" 112 1/2' 3 HAG-FBB1794.5X4.5112 BUTTS NRP 1WALL BUMPER,HB IVES40G112X MSXPA28 C 2 PANIC DEVICE VON-55E0 [3 PC1 04-30-07 6'-4" 3'A" COOT.SEALANT 2 C MORTIS2 CYLINDER E LESS CORE SCH 26-0645T PRIMUS CORE FRAME FRAME FRAME (TYPO 2 PULL AND PLATETRI-59 X 1070-2 la ❑ PC2 05-24-07 HARDWARE SET NUMBER 3 LU 1-''A PAIR BUTTS,STANLEY FEE 191 X 4-1/2"X 4-1Y1 X US 26D X NRP 2 THRESHOLD OSERLCN-1461HSCNS .J 3'-0" 6'-0" 3'-0" 1 CLOSURE,CORBIN-RUSSWIN DC 6210 X 885 X M54 WITH 105 = W'ELDEDMETAL - 2 THRESHOLD NGP-81372" DOOR, DOOR. DOOR. 5718' FRAME a PAINTED DEGREE HOLD OPEN WITH WIND CHAIN = 57/8' x� NOTES: JB IVES 115 AND SLEEVE PROTECTORS,THROUGH BOLTED HG COOR JA B JL - 1. ACCESSIBLE DOOR-HARDWARE SHALL BE IN COMPLIANCE 1 THRESHOLD,REESE S486 AN X 36'X EXP SH El WITH THE BOCA AND UCC. 1SET WEATHERSTRIPPING,REESE-DS78X17 T 2. SIGNAGE REQUIRED IN COMPLIANCE WITH BUILDING CODE IDOOR VIEWER,STANLEY(MOUNTED 60"A.F.F.) INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION '' 1 ALARMED PANIC DEVICE, KAP-T-B SERCURITECTMODEL# TRIDENT = p = PANELING WHERE N SECTION 1003.3.1.8-"THIS DOOR MUST REMAIN UNLOCKED 4 POINT EXIT DOOR LOCK WITH 11OV DIRECT POWER SUPPLY.CONTACT DURING BUSINESS HOURS" MARC KAPELUS,KAPLOSS SECURITY INC.,156.36 CROSS BAY BLDVD, 0 U SCHEDULED 3. TEMPERED GLASS,114"MINIMUM THICKNESS,OR AS HOWARD BEACH,NY 11414,PH(800)548-7486,FX(718)32203131, B BUDIVBAOL.COM. B © CI COOT.SEALANT& SEE PARTITION TYPE REQUIRED BY CODE. BACKER ROD(TYP.) 1" BLOCKING WELDED METAL MARLITE EDGE ® '^ FRAME PAINTED P-11 112" 112" PIECE 112' 112" V A B C 1. 57I8 PROTOTYPE DOORJAMBANCHOR 67� CONT.SEALANT H 3 PAINT STEEL ANGLE TO J 3 (TYP) _ MATCH ADJACENT X+ STORE NUMBER U_ EXTERIOR HEAD CONDITION SURFACE EXTERIOR JAMB CONDITION WELDED METAL FRAME PAINTED 06 DER 57/8" DOOR 5718' WD PROJECT NUMBER 6114'AT RR DOORJAMB R IPDOO A H� ANCHOR J� A'-, O INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION Q �- A 6 0 2 0 Al DOOR AND FRAME TYPES w HEAD&JAMB DETAIL AlHARDWARE SETS SCALE: 1/4"=1'-0" A r SCALE: 3"=1'-0" /'�'� I SCALE: NO SCALE 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 $ 9 10 11 12 19 14 15 16 partners �- 2852 Kelvin Avenue Irvine,CA 92614 94975 7676 T 949.753.7678 F vdpartners.00m Atlanta Boston L L Chicago Columbus Dallas Los Angeles Miami Sacramento I I I 1 K j FOR CONTINUATION, FOR CONTINUATION, FOR CONTINUATION, I SEE I K= i r SEE CIVIL DRAWING I SEE CIVIL DRAWING SEE CIVIL DRAWING FOR CONTINUATION, I .fl. SEE CIVIL DRAWING SHEET G705 SHEET C-105 JII' SHEETC-105 ( SHEET C-105 SHEET C-105 I ( ( I I 4'TYP 3"SD,BEL.GRADE. 3"SD,BEL.GRADE. "SAN 4"SAN 3"SD,BEL.GRADE. i 3'SD,BEL.GRADE. -, y 1 PROPOSED LOCATION AN I i METER LOCATION c 2"CW ~ 446 CFH I N rn G l WC TYP. i WC TYP. : z / / lr L/T I// / T__] T� ZTf/ill // �/.:::.. /_�1:. //1//_//t//lTfz/ �T_tl' ;Vf/ /,., TT-....... O 112"CW ON,4"W ON, ...._ I" IT .. _... .:::-_, .. '� € - WITH2"VUP,TYP. , - - �� `/+ ',I , r _... I 3 SD ON IN WALL,TYP. - ISOLATION VALVE,TYP J TRAP PRIMER IN �—FCO 1!2",TYP, ACCESS PANEL.TYP - -I FL q V2"CW BELOW GRADE,YF -_ '- o � d " ALL 3"STORM LINE FROM ROOF DRAIN. t rm� _ FD,TYP. 3"STORM LINE FROM ROOF 2VJ ON.1-1/2"V UP,TYP. r`_._,_, ISOLATION VALVE,TYP. [ _ - FOR CONTINUATION,SEE MEP-101 , �� DRAIN FOR CONTINUATION, -. 2'VTR CO'TYP. I r € - t s C.O,TYP. I SEE MEP-101 1l2"CW DN,1-1@"W DN,WYfH h. CD F SLOPE l� � — - r s� .,. F SLOPE (,, RUN GAS LINE 1-112"V U3 P.1"CD ON AND ( � _t ¢ - MM IN CEILING SPACE CONNECT TO TAILPIECE OF,,- LAVATORY, TYP. - I SLOPE--> I SLOPE _l- - p WATER HEATER:TYP f LAV,TYP. _I j€ RUN CD IN CEILING SPACE,TYP LTE 112",TYP.1CD(4TONS) } I RHEATER,TYP. 314"G(115 CFH) H ,� 1"CO(3 TONS) (€ 1"CD(3 TONS) VCD(3TON5) rcD(4TONS) 11" I 1"G(115 CFH) i y4"G(72 CFH) I I € G G G G G G € G G / 3 f/ r I I( 314"G(72 CFH) r ( I J R7U II �L=J� I �r�� r_�� r � 3l4'G(72 CFH) r r�%1, L_J I7f RTU L-J ` RTU L-J I RTU Lc_J [ W M 01 I CD F,:�I F71I - I[ ON ROOF I F�I - `1CD UP,COMPLETE WITH e I ��I - I e I Fi�I ON ROOF �� ; �b �� CO,TYP. I �� ON ROOF CO TYP .I_ TRAP AND ENT�TYP.WITH G Ir__� ON ROOF _� [ �X� TRAP AND VENT,TYP. I[ ON ROOF (7 0 Q) T X _ ___ Z Q T GAS COCK,TYP. tLU L 314"G UP THRU ROOF TO L 3r4"G UP THRU ROOF TO 314"G UP THRU ROOF TO Li AC UNIT,COMPLETE WITH i € AC UNIT,COMPLETE WITH ,i AC UNIT,COMPLETE WITH O GAS COCK AND UNION,TYP. i ; GAS COCK AND UNION,TYP. GAS COCK AND UNION,TYR. _ 2 L ! I m Ld U) O I I I JLVZ I aYFn ! € [ ?I I I WJW ti LU Iq Y AP?ROVED FOR PERMIT ISSUANCE l SCdTT FAZEKAS d ASSOCIATES,INC. DATE �L E I II I I +r a have Uaen reviewed for adherence to the E des and ordinance. Autorzation is ( Issue a building permit pending a�spp!icab!e Cly agenc`es. ec� or granting of a permit based on these plans shall not be construed to ' Pr4 ap prove any violation of the applicable c N er ora nance. No permit presumed to give vio'me or cancel the provisions of such aos shall belva.'d. I , ! 1 I I I r ' _ E'TI7 TTT -:gin - _,_ ---- � I I 7 ! M315 A 6.2006 r A - _ _ _.... . . .._..._ _ __.__. ..__...._ .. ---- ----------------- - O _ _ r - ...........--_.__. _. __ + 3 �j--------—— �_... ..... _----'------ —;—Q_ -�} i }.. A MAY 23 2DO' REVISIONS I J ' J i ! 1 2 2.1 2.9 3 4 4.1 4.9 5 6 7 ® Z _ ® Q ® J a ® a B ® O o O J PROTOTYPE LL STORE NUMBER WD PROJECT NUMBER A� A( RAIPD0001 ti P1-01 un+ 4., lili � , P a 1"-0, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 "' ........ __ ............. 11 III it WI- ---- ......IM �N IIIIIINANN p INHIMN IIIIIIIN NNNNHNIII IN'1YlYdNIN'JNk 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I( PLUMBING FIXTURE SCHEDULE PLUMBING LEGEND PLUMBING ABBREVIATIONS GENERAL NOTES .,, M M partners ROUGH-IN CONNECTIONS SYMBOL DESCRIPTION III ABBREV. DESCRIPTION ABBREV. DESCRIPTION 1. BEFORE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING,PRIOR TO THE START OF ANY 2852 Kelvin Avenue ITEM FIXTURE ¢ ❑Ir W DESCRIPTION TRENCHING,AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. Irvine,CA 92614 SANITARY WASTE BELOW GRADE OR FLOOR ABV ABOVE GPR GAS PRESSURE REGULATOR ~p lW- H r~n z 949.753.7676 T _ OU 3 > V EXISTING WASTE ABV CLG ABOVE CEILING HP HORSEPOWER 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM 949.753.7678 F THE AR CLOSET V2" CHITECTURAL DRAWINGS AND THE KITCHEN DRAWINGS. WATER AMERICAN STANDARD MODEL NO.CADET 2377.100 CD CONDENSATE DRAIN AFF ABOVE FINISHED FLOOR HTG HEATING wdpartners.com WC 4" 2" SEAT:SOLID PLASTIC BEMIS MODEL#9400C SUPPLY SEAT COVER DISPENSERS 3. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. e (ACCESSIBLE) BOBRICK MODEL#B-221 FOR EACH WATER CLOSET.SUPPLIED AND INSTALLED BY G.C.. SD STORM DRAIN BELOW GRADE OR FLOOR BEL BELOW HTR HEATER (INSULATE ALL EXPOSED AND WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P-TRAP AGAINST WALL.ALSO,ALL FLUSH VALVES SHALL BE TO AMERICAN STANDARD MODEL NO.REGALYN 4869.008 DOMESTIC COLD WATER ABOVE GRADE OR FLOOR CO CONDENSATE HW HOT WATER WIDE SIDE OF STALL.) Atlanta eL LAVATORY 112" 117 1-112' 1-1/2" FAUCET AMERICAN AMARILIS HERITAGE MODEL#6802.000.PROVIDE W/WALL HANGER.CONFIRM ADA Boston (ACCESSIBLE) COMPLIANCE WITH ARCHITECT AND LOCAL CODES.SUPPLIED AND INSTALLED BY G.C. -- DOMESTIC HOT WATER BELOW GRADE OR FLOOR CFH CUBIC FEET PER HOUR HE INVERT ELEVATION 4. ALL PLUMBING WORK SHALL BE INSTALLED SO AS IN AVOID INTERFERENCE WITH ELECTRICAL AND L MECHANICAL EQUIPMENTELECTRICAL STRUCTURAL FRAMING.NO WATER OR DRAIN PIPING PERMITTED �,, Chicago G GAS LINE CFM CUBIC FEET PER MINUTE KW KILOWATT OVER OR UNDER ELECTRICAL PANELS. _ Columbus FD FLOOR Dallas i DRAIN 3" 2" JOSAM SERIES 3000A,ADJUSTABLE NIKALOY STRAINER. J PIPE DROP CI CAST IRON LBS POUNDS 5. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE TYPE"L"COPPER. _ Los Angeles Miami PIPE RISE CLG CEILING MBH THOUSAND BTU PER HOUR = DOMESTIC 6. ALL CONDENSATE PIPING IN ATTIC SPACES SHALL BE INSULATED WITH 3/4"RUBATEX INSULATION. = Sacramento WH BRADFORD-WHITE MODEL NO.ES-3500-1-5-10,INSTANTANEOUS HEATER,3.5KW RATING,120V,29A,48°F � I i WATER 2" 2" TEMPERATURE RISE AT 0.5GPM,3/8"INLET/OUTLET CONNECTION. RISER OR DROP CO CLEANOUT MECH MECHANICAL 7. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE.THE CONTRACTOR SHALL HEATER BRANCH-TOP CONNECTION CONC CONCRETE MIN MINIMUM COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT,CABINETS,ETC.,AND THE ARCHITECT TP PRIOR TO ANY INSTALLATION. TRAP " CONT MPG 1;2 PPP,INC.No.P2 500,CAST BRONZE,AMIT SIPHON,SERVES UP TO(2)FLOOR DRAINS. .. BRANCH-BOTTOM CONNECTION CONTINUE OR CONTINUATION GAS-MEDIUM PRESSURE e PRIMER 8. ALL PLUMBING FIXTURE VENTS 70 TERMINATE A MIN OF 12 INCHES FROM ANY VERTICAL SURFACE I �, - 11 UNION COTG CLEAN OUT TO GRADE NO. NUMBER AND 10 FEET FROM,OR 3 FEET ABOVE,ANY OUTSIDE AIR INTAKES. -r RD R00F J.R.SMITH MODEL NO.1330Y CAST IRON BODY WITH DOME STRAINER. PROVIDE WITH UNDERDECK CLAMP, ] CAP CW COLD WATER NTS NOT TO SCALE 9. ALL VALVES,UNIONS,ETC.TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. K 1 DRAIN 3 NO-HUB ADAPTOR,SUMP RECEIVER,AND CAST IRON DOME(CID) Lqp VALVE IN RISER DIA DIAMETER OD OVERFLOW DRAIN K 10.UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO GATE VALVE OR SHUT-OFF VALVE ON DOWN PH PHASE(ELECTRICAL) EQUIPMENT CONNECTIONS. NOTE:ALL WATER CLOSETS SHALL USE NO MORE THAN 1.6 GALLONS PER FLUSH. THE ABOVE ITEMS SHALL BE PROVIDED AND INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S DLCI GAS COCK (E) EXISTING PRESS PRESSURE 11.BEFORE FABRICATION OR INSTALLATION THIS CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF RECOMMENDATIONS. ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF COORDINATE LOCATION AND ARRANGEMENT OF ACCESSIBLE FIXTURES WITH THE ARCHITECTURAL PLANS. Q PRESSURE GUAGE WITH GUAGE COCK EF EXHAUST FAN PRV PRESSURE REDUCING VALVE SPECIFICATIONS.EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 'NATER HAMMER ARRESTOR ELEC ELECTRICAL PSI POUNDS PER SQUARE INCH 12.THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF TRAP PRIMER F FIRE RD ROOF DRAIN CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID. 1�I CHECK VALVE FCO FLOOR CLEAN OUT REQ'D REQUIRED 13.ALL WASTE AND VENT PIPING SHALL SLOPE AT 2%MIN.UNLESS OTHERWISE INDICATED. SOLENIOD VALVE FLA FULL LOAD AMPERAGE RPM REVOLUTIONS PER MINUTE 14.ALL VALVES,TRAP SO STORM DRAIN PRIMER,OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE FLOOR CLEANOUT OR CLEANOUT TO GRADE FUR FLOOR CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. � --�- CLEANOUT IN YARD BOX-TRAFFIC WEIGHT FIRM FEET PER MINUTE SHT SHEET 15.ALL LAVATORIES TO BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL DEVICES RESTRICTING THE FLOW TO 0.5 GPM.,FAUCET TEMPERATURE IS ALSO LIMITED TO NO MORE THAN 11 WALL CLEANOUT FT FEET SOV SHUT OFF VALVE 105"F. xx REFERENCES PLUMBING FIXTURE SCHEDULE FU FIXTURE UNITS SPEC SPECIFICATION 16.WATER OR SOIL PIPE BELOW GRADE OUTSIDE SHALL HAVE MINIMUM COVER AS RECOMMENDED BY X LOCAL AUTHORITIES, G GAS TYP TYPICAL UL UNDERWRITERS LABORATORY 17.ALL HOSE BIBBS SHALL BE INSTALLED 18"ABOVE FINISH FLOOR OR GRADE,UNLESS OTHERWISE GA GAUGE NOTED. GALV GALVANIZED V VENT 18,THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR GAS LOAD SUMMARY GC GAS COCK VTR VENT THRU ROOF CONSTRUCTION SAFETY. H GPH GALLONS PER HOUR W WASTE 19.ALL PLUGGED TEES AND PLUGGED WYES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. H EQUIPMENT BTUs GPM GALLONS PER MINUTE WCO WALL CLEANOUT 20.ASBESTOS OR HAZARDOUS WASTE:IT IS UNDERSTOOD AND AGREED THAT THIS CONTRACT DOES NOT CONTEMPLATE THE HANDLING OF ASBESTOS OR AND HAZARDOUS WASTE MATERIAL.IF AC-01 115,000 ASBESTOS OR ANY HAZARDOUS WASTE MATERIAL IS ENCOUNTERED,NOTIFY THE OWNER .......... .. ...._...... !......._.._. ....,.,.,, J IMMEDIATELY.DO NOT DISTURB,HANDLE OR ATTEMPT TO REMOVE. AC-OZ 72,000 21.CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE AC-03 72 000°. MADE WITH TWO(2)DIELECTRIC UNIONS SEPARATED BY A 12"SECTION OF RED BRASS PIPE. PIPE SCHEDULE: 22.ALL CUTTING OF EXISTING PAVINGS,WALKS AND/OR FLOORS SHALL BE BY MACHINE SAW CUTTING. AC-04 72,000 HOLES FOR PIPING IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. Q AC-OS Uj 115,000 AG:ABOVE GRADE PIPE MATERIALS 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS > -----'- -""" TOTAL 448,000 0 WHICH ARE EXCAVATED AND/OR DAMAGED BY HIS OPERATIONS. I BG: BELOW GRADE P �4Y tv N U� 0� F 24,ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE G GAS PPM SIZED FOR W PSIG DELIVERY PRESSURE. y E 0 G O� U yid AS SHORT AS POSSIBLE.THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT Q CONTRACTOR TO VERIFY ADEQUATE PRESSURE 0 A U S Qy �- U AND CAPACITY PRIOR TO INSTALLATION. ZJ 0 O ? ? ? NOTICE T SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME Z 2p hs QQ4i?�QQ4i QQ� �QQto DESIGNATED BY THE OWNER'S REPRESENTATIVE. 0 � SERVICES Ci: Q0 UO yU yU UO UO yU UO REMARKS 25.COORDINATE LOCATION OF GAS&CONDENSATE CONNECTION ON AIR CONDITIONING UNITS WITH J AG IAPMO IS 3-89 MECHANICAL CONTRACTOR FOR ROOF PENETRATION PRIOR TO INSTALLATION � O W WATER BG • IAPMO IS3-89 26.DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE AG IAPMO IS S90' M WASTE BG IAPMO IS 5-90' RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS.THE RECORD DRAWING SHALL SHOW 1 AG LY N O CHANGES IN MANUFACTURER(WITH NUMBERS AND TRADE NAMES).MATERIALS,SIZES,LOCATIONS VENT AND HOOK-UP POINTS.AS-BUILTS SHALL BE GIVEN TO THE OWNER'S CONSTRUCTION MANAGER AT J W Z BG SEE WASTE PIPE COMPLETION OF JOB. INDIRECT AG CONDENSATE DRAIN Q 3. REDUCED PRESSURE PRINCIPLE WASTE BG CONDENSATE DRAIN 27.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES,RULES AND REGULATIONS r Q J F 1"NON-POTABLE I BACKFLOWPREVENTERWITH GAS AG GOVERNING THIS PROJECT AS SET FORTH BY THE LOCAL ADMINISTRATIVE AUTHORITY. F J TO IRRIGATION SUB- SHUT-OFF VALVES AND STRAINER BG W W SYSTEM METER 28.BEFORE ANY USE OF WATER SYSTEM IS MADE FOR DOMESTIC PURPOSES,IT SHALL BE STERILIZED / a BY SLOWLY FILLING THE SYSTEM WITH A WATER-CHLORINE SOLUTION CONTAINING AT LEAST FIFTY LO L_ LU --- ---- _ (50)PPM OF CHLORINE,AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED 1- WATER METER AND SETTING IN : TO STAND FOR TWENTY FOUR(24)HOURS;OR,THE SYSTEM OR PART THEREOF SHALL BE FILLED Y ACCORDANCE WITH REGULATIONS F WITH A WATER-CHLORINE SOLUTION CONTAINING AT LEAST TWO HUNDRED(200)PPM OF CHLORINE (� OF LOCAL WATER AUTHORITY, AND ALLOWED TO STAND FOR THREE(3)HOURS.FOLLOWING THE ALLOWED STANDING TIME,THE PRESSURE REDUCING VALVE (f SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL THE CHLORINE RESIDUAL IN THE J USED WHEN REQUIRED BY 1-1/2" WATER COMING FROM THE SYSTEM DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER AUTHORI ---- - --- WATER SERVICE WATER.THIS PROCEDURE OF FLUSHING THE SYSTEM SHALL BE REPEATED IF IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION PERSIST IN 1-01Y DCW THE SYSTEM. WATER/ METER , n' 29.ALL DRAIN WASTE AND VENT(DWV)PIPING SHALL BE CAST-IRON,SCHEDULE 40 PVC,OR ABS TYPE. E ABS SHALL ONLY BE USED FOR ABOVE-GROUND VENT PIPING.VERIFY ALL MATERIAL REQUIREMENTS E L----- ----- J WITH LOCAL JURISDICTION PRIOR TO BEGINING WORK. PRESS. BALL TYPE SHUT- 30.REMOVE ALL HANDLES FROM BACK FLOW DEVICES. 42"AFF. GUAGE OFF VALVE.TYP. 31.ALL FLOOR DRAINS AND CLEANOUT COVERS SHALL BE REMOVED,CLEANED AND REPLACED WITH _ BOLTANCHOR REPLACEMENT SCREWS. -- PLATE TO FLOOR 32.ALL STACK VENTS SHALL BE CUT FLUSH WITH THE TOP OF THE PARAPET AND 10'AWAY FROM ANY PIPE STAND- E AIR INTAKE. A ROVED 6Eg81p,., ;.OR o_rw ISSUANCE ,�p "y D 5-0 _CO_Prti?_KAS&ASSOC AT ES,u%C. p �„? µST � - _DATE �+ r- d,e �crance to the Jtle 1:1 ord ? A . ,'Zat;o, is -//�/ 1 .ryr n ann.'a,_1.SJ^�, :'..a. c%_kf P2-0 ■ � �1Vf : M y et t0 a GE m pe fling SCALE NOT T❑ SCALE s s nst b cc t ued to o t�� ove ary a oa o the a (cable dA 23201i i PRESSURE REDUCING � Y VALVE WITH INTERNAL r p✓' VENT nc a p presJ'7ee.a grve PLUGGED 1/8"NPT TEST GROUND JOINT UNION NOTE: o - �-.,..r.,e t c provisions of Such BUILDING WALL ] GAUGE CONNECTION. GAS COCK WITH PLUGGED 1/8"NPT FAUCET 1. REFER TO RISER DIAGRAMS AND/OR PLANS TEST GAUGE CONNECTION. FOR PIPE SIZES. REVISIONS n L+ �� LOCATE A MINIMUM OF 14'ABOVE 2. CONFORM TO ADA REQUIRED MOUNTING AND C CONNECT TO UNIT GAS CONTROLS (( )) [ SURFACE OF ROOF. CLEARANCE DIMENSIONS ON ARCHITECTURAL WITH GROUND JOINT UNION. DRAWINGS. FLOOR MOUNTED SINGLE ALL EXTERIOR EXPOSED PIPING SHALL PROVIDE GROMMET FOR LAVATORY VENT LAVATORY CARRIER- 7 BE PAINTED.COORDINATE WITH �' WATER-TIGHT SEAL INSTALL PER 13 ARCHITECTURAL DRAWINGS. WALL MANUFACTURER'S El �ROOFTOP UNIT 0 SPECIFICATIONS. '' L PROVIDE WATER TIGHT SLEEVE -_ =__. ----- - - LAVATORY AT WALL PENETRATIO ,{� CONDENSATE DRAIN / W _._ m_ ._-. �,.1. DOWN IN WALL. EE .S PLANS FOR SIZE ® W SERVICE,REGULATOR,METER AND ALL VENT ELBOW DOWN €6 ASSOCIATED VALVES AND FITTINGS BY LOCAL GAS UTILITY COMPANY. LAP SEAL If 3/8"COLD WATER F B DIRT LEG STAINLESS STEEL CLAMPING RING 3/8"HOT WATER OUTLET -j{ SLIP-JOINT FITTING B PRE-MOLDED PIPE FLASHING BOOT 318"COLD WATER INLET BY PLUMBING CONTRACTOR Q ROOF MANUFACTURER SUPPLED ( 1-112"xi-1/2"x1-1l2" TRAP L_JINOTE: HEAT WELDED LAP BY INLINE FLOW CONTROL VALVE g SANITARY TEE GAS 1 ARRANGE PIPING TO ALLOW FULL AND ROOFING CONTRACTOR METER FREE MOVEMENT OF ROOF TOP - „ MANUFACTURER SUPPLIED ESCUTCHEON PLATE EQUIPMENTDOORS. - �- CO MPRESSION FITTING _ W INSTANTANEOUS WATER WITH REMOVABLE FILTER. FINISHED FLOOR PROTOTYPE -1 2. CONTRACTOR SHALL VERIFY ALL : HEATER(YVH-1) _'. MECHANICAL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD " STORENUMBER ........ .. ... _... _...... .... _. PRIOR TO INSTALLING GAS PIPE MAINS OR - -- ....,., 1/2'COLD WATER SUPPLY ____. ... ........ .. ..... .....-- BRANCHES. }....... ........ ._ n SUPPORT METER AND PIPING STEEL SLEEVE WELD TO STRUCTURE AND ;I SANITARY WD PROJECT NUMBER M FILL WITH WATER PROOF MASTIC RAIPD0001 AS REQUIRED BY LOCAL GAS �. F A= A UTILITY COMPANY. GAS PIPING-RUN BELOW ROOF ABOVE ATTACH B2400 STRUT TO BAR JOIST, j BOTTOM CHORD OF BAR JOIST,TYP. SECURE PIPE WITH PIPE CLAMP P2-02 S"CA LE,NOT TO SCALE �� O3 SCALE(NOT T❑ SCALE SCALE OTT❑ SCALE CC�� P2-O4 P2-0V SCALE,NOT T❑ SCALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 18 M M partners 2852 Kelvin Avenue Irvine,CA 92614 949.753.T676 T 949.7517678 F wdpartners.com I Atlanta Boston L',....1 Chicago Columbus Dallas Los Angeles Miami Sacramento 1 O O O 5 Q O L: z 12'0 NECK ON WITH VD,TYP. T-STATIN LOCKABLE CASE,TYR EF B EF MAINTAIN MIN.10'-0" EF EF B ,�/ [i \„ B I \[) EF C I I 6'0 EXHAUST AIR DUCT UP B CLEARANCE FROM OSA p 1 01 01 01 01 01 1 THRU ROOF TO ROOF JACK, HOOD OR INTAKES TYP. 6"0 i 6"0 6'0 8"0 6"0 I. « 1 [ i COMPLETE WITH SCREENMESH TYP. I� �'.. is I i 3 r "�..:."' k+ ;a. ... ..., ..-ai, X. , u�:. __....ry .,- Im- 11 v j:r. ._. s �.. _ _.. :.. , .. OR Ak c s a 4'0c] _ c �c] _ I' 4/ a �.J ' 1'U1C 1'U;C 10 ;_ ( 1"UPC. 10 100 g.. r r t IT : "i ", j`. i m m e --: i.,.._ +jam''?. _ ..a-- 0 r.... s1. i--`._ O o 161NOBI III I �..., ( ._. Q :. a _. ........................................... 91 .. ; ' '` 8"0 ! [ [ .C1 1f11(6 ;Ili:" , J= jj - Fi - T 10 ) II _ 3 ... m �f iB m .� 8"0_ 17 -f-.... i•"� 10"0 �,.......__..1_ - H i 7�� I 10'08"0 TO ®W 17 r——-—— 1 r. --- 1 0 r—— 1 r- 1> o oNRoaF-......• i �" € 03 ®: u'� 16"z16"(Lj [�[ _ C% _ C3 � ' ON ROOF I I' I") , < 1 ON ROOF 0 ... C �:i j ON ROOF ON ROOF G — ---J LSIZ —J c I FULL SIZE SAD(L) AND RAD(L)UP THRU ... 14NIC(L) € 14"X4"( �._ f i 14'x14'(L) _._ [ i 1fi'xi6'IU — .._ ........................_ ...........-------__.-- � Z_ ROOF TO AG UMT, .. _ I--.,.. _. ___--- __ ______ -- _ ____ _ _ } _ _..... T T �W/ U TYP ( 4 0 _�_�______� 1g I m � LL v 4 T 0- T �. T _ © _ 100 �` II : 0.3 WvO I ( I 17 E7 � () I I I ( r 8"0 F —a 8"0 i— 1010 �� _ 17 ", r.T�t �I. J W Z ' ,._ ........ --.......__. tee.. — __ _._.. -- — _ --=— I I _.... = 010 F �...j, W® ffi I.... W 17 Azizi 17 W W � —� ( ®W Eli 8 J �......_ — _ ._...... . _, _.... _ _.. _ — _ J W W A Ln LU ..... . . ._._. ....... _ ....._._._.:. ti —: �- ` .. E --- _ I� _._ ....... ., gym z.-. .. y 100 10'0 _�. _. —.. .. —9 10'0 10'0 10 0� F .--�.- _.l4ti Y � f I r O _ • O W ---t— i I S._�-._. II_-- _ _.L.. _.._—.._.... .... _...._.. .i.' - ________...... ,,,_,...... ....... ._._...i .. ...........4 —a — i f y 7 I I ! .m ....:...._... ..... ....�._.. _,...—.cam- a.,_x.. __ __ i I D B .. '=' t ;i '. I �€ 1 €( • 1 �i ': 1 r .��.e....� ... I; :3"af_ ti•ry €' gv"t 1, i ( '>;'"" s' r s'"�P"es-st~a, ::'�, .a-x, �r•..�..e,-i t €.. ... .: a� Rv ' ( Fal, � f , rt 2 3 2DDi C € REVISIONS 10 O2 2.1 2.9 30 U4 4.1 4.9 O ®El J a AVPROVED FOR "I'll ISSUANCE ® O SCOTT FAZc'KAS 8 ASSOCIATES,INC. B - 0 O e �havn`'men reviewetl for adherence to the 0 B --'�----_DATE�_� .-. and ordinance. Authorization isLL ed;o,sue a building permit pertdirg 8 all applicable City agencies. �preval of those Or plane she I permit oo PROTOTYPE odes or approve any violation of the applicable g / 1 codes cr ordinance. No permit presumed to give _ V authority to violate or cancel the provisions of such STORE NUMBER codes shall be valid. WD PROJECT NUMBER Q A RAIPD0001 A, U LU M1-01 SCALE€1/4' = 1'-0' M 1 1 2 3 4 5 8 7 8 9 10 11 12 13 14 1s 16 a _ -�,,, � � 1 a �. _ nw 1 3 5 6 7 8 9 10 11 2 4 12 13 14 15 16 ELECTRICAL NOTES ROOF MOUNTED AIR CONDITIONING HEATING VENTILATING UNIT SCHEDULE MECHANICAL ABBREVIATION M 1. ITEMS To BE FURNISHED BY MECH.CONTRACTOR AND COOLING CAP. HEATING CAPACITY (BTU) ELECTRICAL DATA OPER. WrYMB01 DESCRIPTION SYMBOL DESCRIPTION M partners ME INSTALLED BY ELECTRICAL CONTRACTOR. SYMBOL TONS SERVING MODEL MANUF. CFM OSA EXT. NOTES S.P. COND. BTU/HR INPUT OUTPUT FUEL VOLT PH. F.L.A. MCA MOCP EER WT./LBS. 2852 Kelvin Avenue 2. ITEMS TO BE FURNISHED AND INSTALLED BY ELECTRICAL EXHAUST DUCT(EXH.) (L) LINED Irvine,CA 92614 CONTRACTOR. RTU 4 RETAIL 48HJH005 CARRIER 1,600 350 1/2" 46.700 115,000 93,150 NATURAL 208/230 3 27.0 28.5 30.0 11.1 590 1 2 3 4 5 6 7 B 9 10 949.753.7fi76T O p1 GAS LINED DUCT(L) M.V.D. MANUAL VOLUME DAMPER 949.753.7678 F 3. INDICATES LOW VOLTAGE.WIRING BY E.C. RETURN DUCT(R/A) NIA NOT APPLICABLERTU3 RETAIL 48HJH004 CARRIER 1,200 300 VP 36,200 72,000 59,040 NATURAL 2081230 3 24.0 24.5 30.0 11.2 580 wdpartners.com 4. - INDICATES LINE VOLTAGE.WIRING BY E.C. GAS SUPPLY DUCT(S/A) O.S.A. OUTSIDE AIR 5. ALL WIRING TO GOVERNING CODES. U3t 3 RETAIL 48HJH004 CARRIER 1,200 300 1 2" 36,200 72,000 59,040 N GASL 208/230 3 24.0 24.5 30.0 11.2 580 1 2 3 4 5 6 7 8 9 10 C.D. CEILING DIFFUSER P.C. PLUMBING CONTRACTOR Atlanta 6. ALL CONDUIT AND WIRING BY ELECTRICAL CONTRACTOR. CFM CUBIC FEET AIR PER MINUTE RAD RETURN DUCT Boston TU NATURAL Chicago L 7. FINAL CONNECTION TO ALL HVAC EQUIPMENT TO BE 3 RETAIL 48HJH004 CARRIER 1,200 300 112" 36,200 72,000 59,040 208/230 3 24.0 24.5 30.0 11.2 580 1 2 3 4 5 6 7 8 9 10 1 C.R. CEILING REGISTER pq GAS R!A RETURN AIR L Columbus MADE WITH FLEXIBLE CONDUIT AND COPPER WIRING. Dallas e NATURAL DN. DOWN S!A SUPPLY AIR Los Angeles OS 4 RETAIL 48HJH005 CARRIER 1,600 350 1/2" 46,700 115,000 93,150 GAS 208/230 3 27.0 28.5 30.0 11.1 590 1 2 3 4 5 6 7 8 9 10 DTR. DOWN THRU ROOF SW. SWITCH Miami NOTES: Sacramento ///------�� EA. EACH TEMP. TEMPERATURE 1 FACTORY CURB 14"HIGH 5 EACH ROOFTOP UNIT SHALL BE FILED LABELED WITH AREA BEING SERVED TEMPERATURE SENSOR@ SHALL BE PER MANUFACTURE SPECIFICATION.. - 2 FULLY MODULATING ECONOMIZER 6 INTERLOCK UNIT MOUNTED SMOKE DETECTORS WITH BUILDING FIRE ALARM SYSTEM PER F.D.REQUIREMENTS. 10 UNIT WITH ELECTRICAL CONVENIENCE OUTLET. E.C. ELECTRICAL CONTRACTOR TYP. TYPICAL 3 SINGLE STAGE GAS VALVE 7 REFER TO GAS PIPING PLAN FOR GAS CONNECTION SIZE. EXH EXHAUST U/C UNDER CUT DOOR 1' j 4 SPRING ISOLATOR TYPE CURB. 8 CONDENSATE,WATER,GAS LINES,AND ELECTRICAL CONDUITS TO BE FED FROM BOTTOM UP THRU ROOF CURB. ELECT. ELECTRICAL UTR. UP THRU ROOF ' GA GAUGE V.D. VOLUME DAMPER K G.C. GENERAL CONTRACTOR W/ WITH K EXHAUST AND SUPPLY FAN SCHEDULE CONTROL SCHEDULE EXT. ELECTRICAL DATA WT. SYMBOL MANUF. MODEL NOTES MECHANICAL LEGEND SYMBOL SERVING LOC. MANUF. MODEL C.F.M. S.p• HP VOLTS/ LBS NOTES PH. AC-1 T'STAT CONTROL:MOUNTED AT 48"A.F.F. EF EMPLOYEE SP-B 80 120 OT THRU. HONEYWELL T7300 WIRING BASEAND LOCKING OR7).COVER. DETAIL DESCRIPTION 01 RESTROOM CLG. GREENHECK 110 100 1/4" WATTS 1 10 1 2 3 AC-5 WIRING BY E.C.TYP.FOR 7. i J J " NOTES,: NOTES: LAY-IN SUPPLY GRILLE 1 SEE FLOOR PLAN FOR LOCATION. 2 W!12"HIGH CURB AND DISC.SWITCH. LAY-IN RETURN GRILLE 3 INTERLOCK WITH LIGHT SWITCH. ZEXHAUST GRILLE H DIFFUSER AND GRILLE SCHEDULE THE MECHANICAL CONTRACTOR SHALL PROVIDE A COMPLETE AIR BALANCE BY AN INDEPENDENT O Ha AABC OR NEBB CERTIFIED BALANCE CONTRACTOR.A COMPLETE BALANCE REPORT SHALL BE T THERMOSTAT = SUBMITTED ON OFFICIAL CERTIFYING AGENCY FORMS,COMPLETELY FILLED IN;AND SHALL BE 8Y 67G11L9 BY THL PCSiR01i`JCR TYNiG T45C'NORK. MANUF. TYPE SIZE MODEL #MOUNTING METHOD NOTES RECTANGULAR OR ROUND SUPPLY OR t RETURN DUCT(AS NOTED) A METAL AIRE SUPPLY 24"X 24" 7300 T-BAR SEE FLOOR PLAN FOR LOCATION. DIFFUSER B METAL AIRE RETURN 24"X 24" RHH T-BAR SEE FLOOR PLAN FOR LOCATION. MANUAL BALANCE DAMPER 0 DIFFUSER C METAL AIRE EXHAUGRILLST 12"X 11 RH DRYWALL SEE FLOOR PLAN FOR LOCATION. A DEVICE TYPE I =; N G NOTES: 5 CFM AIR DEVICE DESIGNATION G. 'n LL 0) 1.SEE ARCH.DWG FOR LATEST CEILING LAYOUT PRIOR TO ORDERING GRILLES. Z U Q 2.N.C.LEVEL NOT TO EXCEED 35 dB Q W V LL 4 O W s s=e.,xcK.-r:,.u�v�ea ..waw"..,:;.:: nceamun... •amn.+.:. ear.. ..^«saa. „�.�-ar. tee:._:- ..�;amen.. aanacaa: axx aaa,amaeaa aw... :...-�w�== ...a..... innwa.... _,rf:. mown n ... a u nnn m inane a Aiuo� ,..., yi...w. .an w..�au a gnu.ROOFCURB COPPER CONDENSATE NDTE: W V'//) O DRAIN PIPE SAME SIZE AS 1.VERIFY UNIT CONNECTION LOCATION ,J W Z OSA INTAKE WITH a EQUIP.DRAIN BUT NOT LESS (SOME MAY HAVE BOTTOM OUTLET). Y BURGLAR BAR INSERTS. ECONOMIZER CONTROLS SEE (, THAN 3/4". Q 2.ARRANGE PIPING TO ALLOW FULL AND AS MANUFCTURED BY MICROMETL OR EQUAL. MANUFACTURER FOR EXACT SEE NOTE 3 ADAPTER AS REQUIRED TO UNIT ` J F CONFIGURATION (: _ CONNECTION WITH UNION. FREE EQUIPMOVEMMENT ORS.NT ROOFTOP F Ir J BAR IS I%1'COLD ROLLED STEELQ6'O.C. OVER 60' EQUIPMENT DOORS. ... LU MA%.60" ROOF MOUNTED EQUIPMENT 0 GALV. PROVIDE FACTORY CURB HANGER W�,/ W/BURGLAR BARS,CANT& SCREENED VENT OUTLET CONDENSATE THREADED SCREENED i FLASHING;SEE ARCH.DETAIL BURGLAR BARS DRAIN.FOR HANGER ROD _ RETURN AIR OPENING c CONTINUATION, ROOF CURB r J SEE DETAIL M2-04 HANGER ROOF STRAP 1"VENT 0 SUPPLY AIR OPENING, 1 0 UNISTRUT OR 1"DRAINAGE PATTERN o 3 ----- ------ -^^ ----_�----- \� --- ANGLE IRON TEE FITTING - - -- - E NOTE. 1" PENETRATION SIMILAR E •MANUFACTURER SHALL PROVIDE BURGLAR TO THAT SHOWN FOR BARS IN THE SUPPLY AND RETURN 1"SOUNDLINING IN FLEXIBLE CONNECTION(T1'P) GAS PIPING. �_PLUG MIPT-FOR • DUCT OPENINGS IN CURB WITH I'. SUPPLY&RETURN NOTES: TRANSITION- INSULATED UNIT SIZE SPECIFIC ARRANGEMENT. 1.ON DUCTS OVER48"WIDE,BOTTOM SHALL BE BRACED BY ANGLE.FOR CROSS SECTION AREA MORE ( PVC DRAIN PIPING BE LOW CLEANOUTAND 'CONTRACTOR MUST COORDINATE THAN 8 SQ.FT.,DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES ROOF. WINTERIZATION DRAIN. ROOF CURBS WITH SITE SPECIFIC 2.CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. --- MANUFACTURERS REQUIREMENTS 3.SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA NOTES: 4.PROVIDE SEISMIC BRACING WHERE REQUIRED BY CODE,ORDINANCES,ETC. "" \' "7 ADAPTER SWEAT X FIPT. Z\, PIPE STAND CEILING SPACE ' t FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS. _?.� 1' lE CLEANOUT QppfFBBlp�,. r PLUG ASS VAN D .- .. D nnn�� Rs si � ` .'' :: Ill T 0-WAL /� \XP.1 NIGPOBpf M2-01SCALEI NOT TO SCALE _M2-02 SCALEI NOT TO SCALE M2-03 SCALE,NOT TO SCALE M2-OT SCALE,NUT T❑ SCALE I - MAY 232001 REVISIONS C C W IPPOVED ® W SCUTT FAZEKAS&ASSOCIATES,INC. 0 __ DATE ❑ B 'a� an revive ed cr adherence to the oce Intl ordina a 0 Authorization is -^1, sue a uu-d'ng permit pending B I appl 're City g ncas. W F ';a or granting of a permit El based on pu r o 'I, rovepery vSolall-cnl.f the applicable " coc s -d,aance No permit presumed to give 3U o v o vol o or cancel the provisions of Such PROTOTYPE crdzs c.hai,ba val:d. III STORE NUMBER U 97 WD PROJECT NUMBER A RAIPD0001 A U Uj 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 GENERAL NOTES: A. ADJUST FINAL POLE AND LUMINAIRE LOCATIONS AS NECESSARY TO ENSURE THAT ALL PHOTOMETRIC DESIGN REQUIREMENTS WILL BE MET. I (MIN.5 Fc.PER SQ.FT.) M NOTE B. ALL FIRE WALL AND SLAB PENETRATIONS SHALL BE SEALED WITH M METHODS AND MATERIALS APPROVED BY U.L.FOR THE PARTICULAR partners ��y /�/��•,c SYSTEM. THIS SITE IS A RITE AID DEVELOPMENT.THE SITE IS BEING PERMITTED UNDER RITE U7L a CCWAMS C. COORDI NATE ALL LIGHTING SOL IPMENT WITH FIELD CON DITiONS. AID PERMIT SET.THIS SHEET HAS BEEN PROVIDED HERE FOR REFERENCE AND - 2852 Kelvin Avenue CLARIFICATION ONLY.ALL POWER SHALL BE FEED FROM RITE AID PANELS. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE Irvine,CA 92614 # UTILITY PowER ��''�Co. MINORADJUSTMENTS TO SATISFY THE DESIGN INTENT. k'. 8CUT+NERN CALIFORNIA EDISON VERIZON _ 949.753.7678T 10, ALL SITE LIGHTING FIXTURES SHALL BE 208V.PROVIDE AND INSTALL ALL 948.753.7678 F 26100 MENIFEE ROAD 150 S.JUANITA STREET LAMPS IN ALL LIGHTING FIXTURES. ROMOLAND,CA,92585 HEMET,CA 92543 E, ALL SITE LIGHTING FIXTURES SHALL BEAR UL WET LOCATION LABEL AND Wdpartners.com \ RNONDA CsUTIERREZ MIKE J04NSON ALL HARDWARE SHALL BE CORROSION-RESISTANT. 95LB28J3234 909.929.9464 F. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE - - NATIONAL ELECTRIC CODE REQUIREMENTS. _ Atlanta G. SEE CIVIL PLANS FOR INFORMATION ON SITE LIGHTING AND PYLON SIGN Boston i ) FOUNDATIONS. Chicago L •e"` � < $ H. USE 910 WIRING AT EACH POLE LOCATION WITH FUSED CONNECTORS. L Columbus USE#8 GROUND WIRE THROUGHOUT UNDERGROUND DUCT SYSTEM. Dallas Los tt Angeles y 1. PROVIDE NEMA 3R,30AMP,SINGLE POLE NON-FUSED DISCONNECT ® Qy m SWITCH WITH PAD LOCK AT BASE OF PYLON SIGNS FOR EMERGENCY CUT Sacramento t �, OFF. t y t t , yy K i y P ®y♦ K B` P yy .�® yy . 88175 51 Th-4,91A Winona Wail Lantern VA.- river lught culdoa War Lan n io SIM— SF"&.wlh Cl- 2#8 1#8 GRID IN VC.TO Al 375 G ° i yy "< Swirl Okas She6e REFER TO DING-E-101FO t p J CONTINUATION. .. t -� P 41, P � _ TYPE S WALL FIXTURE P : , - SCALE N.T.S. fa j ° ® TYPICAL �` Y' y®. •'4� � � t PYLON 2#81#BGRD IN VC.TO AI-32 REFER 4� x H , t SIGN. tx TO DWG.E-101 FOR CONTINUATION. 'W �� \, B H DEDICATED POWER AND DATA b CONDUITS FOR RA ELECTRONIC ° y®q ac'1r, "'(i� 6T„Vr`'✓Y.1 -<,e MESSAGE CENTER \, y® F'�VBASF FULL CUT OFF FIXTURE. P y y ��y �ilV�'0✓y5y��j�� ;°�� I, y %C.y`�'Yy� y♦ 298,1#8 GRD IN VC.TO AI-30 REFER •�y4. 3p� ✓V�A�O�.�C \ tiry ♦y TO DWG.E-101 FOR CONTINUATION. W O N y® y, $ LL c y 6 Ec ��,r�up y G � 2 X8,1#8 GRD IN 1'C.TO Al 27,29 P {tom` "u,. Q Aso> N1 REFER TO DWG.E-101 FOR ,�" i � W L)VVV CONTINUATION. .�¢ , ao w#�// yv 2#10,1#10 O® = w PTO. GRID IN 1'C. P Oy W U) O TOM-21 S ®y ,- REFERTO r"\ - - i LU f L RITE AID DWG.E-302 r`{j'y4 FOR POWER REQ'S. /� j F W EXACT L ENCLOSURE.COORDINATE '�, EXACT LOCATION AND DIMENSIONS WITH '&� Al#-3o,33 REFER TO DING. -101/ jtt _ _ _ � W UTILITY COMPANY,DEVELOPER AND FOR CONTINUATION. TV OWNER'S NATIONAL ACCOUNT MANAGER. y� jt 1 17 TYPE PE W WALL FIXTURE REFER TO DWG.E-3028/D-1 SINGLELINE •4 - t L Q DIAGRAM FOR DETAILS. ®y r 0 SCALE N.T.S. j IV N t r '�c E jt E q t TYPICAL FLOOD LIGHT FIXTURE SEE or aw '�O�fir'! sOfrn i3 j . t P LIGHT FIXTURE SCHEDULE SHEET rF,q yiB �'�•'s C "J arj tt ,EJ03. fi Tvc .Xd sox it ; t JQq fib'?. T , j NDTE: � Pj REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION. tt t zLl( 9,��gArTi�ntj d `Y&✓ ^ dA FULL CUi OFFFXrURE REFER TO LIGHTING ® � ;!,, qlz.'�.'Ic , y Ot SCHEDULE ON DWG.E-3M p t 2#8,1#BGRD IN I'C.TO `t `9 �s S g' t 1 A1.23,25 REFER TO DWG. E•101 FOR l@ CONTINUATION. O yy EUSERC ENCLOSURE. t ®y COORDINATE EXACT LOCATION 6j �y AND DIMENSIONS WITH UTILITY t /, y COMPANY,DEVELOPER AND #' y OWNER'S NATIONAL ACCOUNT � - MANAGER-REFER TO DWG. t t 30-D y E-30210-1 SINGLELINE DIAGRAM yy �s FOR DETAILS. ry $' COPPER GROUND WIRE TO GROUND LUG REVISIONS C �y� t C TYPICALW, PACK LIGHT 41 " y, O REFER TO CIVIL DOCUMENTS FOR BASE DETAILS t FIXTURE SEE LIGHT FIXTURE t P.. t 9 �.11`S6ANCE `y -''�. SCHEDULE SHEET E-303. t t TF BA5a0 ti ES,INC. El 13 F' '� 2'-e. , TE El r vAv d tc adh,ece to the '! 2#10,1#1 D ® ANCHOR BOLTS SEE NOTE#1 BELOW GRD IN VC. j 0 1 A- honza ion is TO A2-21 t JI.8 permit pending El 9� REFERTO t -11=III IE_ �..x pi ,ems. RITE AIDI El P - t �I GIB FINISHED GRADE AT CENTER OF FOUNDATION DWGFOR.E302 4P .^Or pla l r rot Js co ermit based eC oto 13 B en y h, REDS. ER ® t s ro any cancel it provisions I such REDS. t ,'+rce N. p._ri presumed to glue - B ® W 5 RIGID GALVANIZED CONDUIT "H 'MIN. H v y O 11`0*GROUND ROD Fn W TH E%OTHERMIC CONNECTION �+ Ot BETWEEN GROUND WIRE y 4,. AND GROUND ROD � PROTOTYPE � y� pj 107 X 163 Q t STORE NUMBER y t yy t NOTES: 1.ANCHOR BOLTS FURNISHED WITH POLE.BOLT PATTERN, WD PROJECT NUMBER SIZE AND LENGTH AS SPECIFIED BY MANUFACTURER. A RAIP130001 m � _ 4= El 00 W AlELECTRICAL SITE PLAN Al TYPE P LIGHT POLE AND BASE DETAIL SCALE: 1"=20'•0" SCALE: N.T.S. 1 _ 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 777 1 2 3 4 5 6 7 8 — 9 10 — 11 7 � 12 13 14 15 .' 16 GENERAL NOTES: A. CONTRACTOR SHALL FIELD COORDINATE EXISTING CONDITIONS PRIOR TO ROUGH-IN. E � ' M MD partners 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T L E G E N D 949,753.7678 F Wdpartners.com A 2X4 FLUORESCENT LIGHT FIXTURE.LETTER (A)INDICATES FIXTURE TYPE. E Atlanta 2- EMERGENCY FLUORESCENT LIGHT FIXTURE. Boston LETTER(AE)INDICATES FIXTURE TYPE.L L R Chicago EXIT LIGHT. Dallasbus 5 Q JUNCTION BOX. Los Angeles } Miami CIRCUIT HOME RUN, Sacramento CIRCUIT WIRING. K K9 H + H W M > L0 G G ZWV I I Ow m _ w --p 82d B F,_ _-_ K.-r4-4 p..K _ It �� Z AE1 AE1 � .. AEi I: _AEi �..._.AE1 (' � F 1 AE1-, AE1< J EL F' J Ai — �. L _ .... .-.......� _ W W _ A.. LO co Q i , 1_ --1 4- i-.. E---}..... L. .-. . fir _ ................v E ._....... ...... .� ..... _ .. .. ;. .« .. a E 1 - 1 - . aLID......_�..._ -�_ .....e.._ �I .._____._ 9.. ........ -- ( 1 _i .. B21 ! f B3-1 ' B9-i _ ..._._..� D D ss2 AEI.. B7_2 .. -AE1 B22. _ AEL. B3-2 ,AEi_ B4-2 I_ Bi B2 1�,--�- B3 K iK B5N 1 �1 _—i ....... _ ._- _ _.. B7-3 B3.3 B4-3 B51 O U X REVISIONS C O O 21 �Y O 4.7 ®O O� C a PC1 04-30-07 CB1 05-04-07 01J£D k p Ew.tT 1"SUANCE .RS&ASSOCIATES,INC. CATc� =ve±=;,i caul:--sued bf zdLerenca to the V Of 'ld.C3 AUtho rlZHtlOn IS e b Ilr-`r rt pending - or gr nt 5 o permit based On _ plans sf- not t e construatl to g B e pa V,vol t:cn of the aPPt�Oxble s �� ._ a-de. o permit Presumed to give - 1 El g u��..,� 'a or ca^cct the provisions of such El 1.REFER TO SHEET E101 AND E302 OF RITE AID PLANS FOR POWER REQUIREMENTS. _ J PROTOTYPE 2.'O'FIXTURES SHOWN HEREIN SHALL = ALSO BE FED FROM RITE AID BUILD ING = POWER PANELS. STORE NUMBER 3.CONTRACTOR SHALL FIELD COORDI NATE EXACT REQUIREMENTS WO PROJECT NUMBER PRIOR TO ROUGH-IN. RAIPD0001 A A LIGHTING PLAN � m E 101 A5 -V 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 2 3 4 5 6 7 8 9 10 11 12 13 .,xoH 14 15 16 GENERAL NOTES: A. UNLESS OTHERWISE NOTED,ALL RECEPTACLES ARE MOUNTED AT 20"AFF. M 1B. UNLESS OTHERWISE NOTED,ALL MOUNTING HEIGHTS LISTED ARE TO THE CENTER OF THE WALL BOX OR DEVICE. M t..C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND partners EXTERIOR ARE RECESSED UNLESS OTHERWISE NOTED. fD. CONTRACTOR SHALL FIELD COORDINATE EXISTING 2852 Kelvin Avenue CONDITIONS PRIOR TO ROUGH-IN. Irvine,CA 92614 949.753.7676 T z 949.753.7678 F wdpartners.com Alerts 'LEGEND �cago Cdui DUPLEXRECEPTACLE-MOUNT AT 21 Dallas UNLESS OTHERWISE NOTED Los Angeles Miami ftFI DUPLEX RECEPTACLE-GROUND FAULT Sacramento INTERRUPTER Q JUNCTION BOX —� HOMERUN TO PANELBOARD ABOVE GROUND CONDUIT a K K di J J H H N' P p W > N G G Q Q) Q O Q Q Q 00 Z LU o � � Ow D2 � € f F 1 - J Y Fca..� d � ,, C a W W v, � -� a/ LU Y B1-8 2-e_ B3-8 1 I -.8 's ill t ZIPOL 81-7 82 7 B3-7 84-7 B5-7 iE E j r. ( Ii j D ,. a I I O .;._ _____ - -_—_ — € _ € - REVISIONS 13 w�•4cv=a ^n PF ISSUANCE OT7 FA:'LKAS 3 ASSOGATES,INC. _ DA nave - e i v d icr ash, n atn t:� El T 5 �ICing City ak�iperil perdl 9 -va.sce or granB.�g or z permit ozsed ef tneso plans 7-II not be cons rued .,prove ar. voi --un of the nIi<a lance. No permit p es , 'i;c o. t o u:e or carcc'the prop ions o:su PROTOTYPE :-.s vas. v STORE NUMBER WD PROJECT NUMBER .,r RAIPD0001 W A A A POWER PLAN E102 am. /`1 SCALE: 1/8"=1'-T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ,ww,wae� —_- .�,x Sat r.... •�. .�. .s'- ,u .. _�3; i MI INN=.�.. 911 pHSp 'aa trvNiu w- X xa4u�� a,�d+'�:i'tlAL�'"�,'.e xi... NI m-.v�.5t".=. ;YID W ®{NRdii _... ,soL u.. vm^ti. -� iuiNYx tl 1 2 I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 B1 ELECTRICAL PANEL SCHEDULE B2 ELECTRICAL PANEL SCHEDULE B3 ELECTRICAL PANEL SCHEDULE VOLTAGE/PHASE 121111 4W AMPERAGE/MANS 200A MLG VOLTAGE/PHASE: noMW,SP,4W AMPERAGEIMANS 20M MILD VOLTAGE/PHASE 120/20811,3P,4W AMP'ERAOFJMANS 21 MILO MOLNI SMFAfE ALC.RATING: 22K aHEB RAT®WMH PAIR►OP MOLINI &MACE AM RATING: 1I MIN RATED WITH PANG-MW MOUNTING: SURFACE A.LQ RATNQ 22K SEER RATED WITH PANEL MCP , .. BwP IDAO VwE ,\\E LGV edP lOIP LGD Ines 1a1! LOAD L10P EOLP lCM weE wPE lflb ®P M sae IlaOlIION N0 TIOI!GT A! WA) O N P A B C P O N NVA) AIP GT NOR M Isorlex 70E r0E oNorTa No. NOTE GT ALP 11 0 N P A ■ C P 0 N 91 AIP CAT NOT! NO DQOr110N zom FOIE IHOPf10N No. NOTE GAT NA' eaN 0 N P A ■ C P O N aaN A! CAT NOIE MO 11EAOTrT+oN mE M partners LBnFRD011 L 4! pAOD w 1 m+ 1 !m 1 a 4 Oaa Y L L—M."0e1 LallO-I1DdN L U ORaO a w m 1 1 !m 1 a s O.eoO 4A L IJeRa-ROOR IQOFNOOR L u "' a a m, , !m,a % OaaO u L Naha-Ram IIwnMO.7f1 L V 1000 a w m 1 a a m f a s ,Oro u L IanMOwl LNRFR0011 L V troa f w m 1 a -L IN 1 a s Alec as L LINR■ILINX LHDei0.D011 L as 1000 4 8 m 1 i 4 m 1 212 Ina u L LNRNi1-0e1 Colonel Tame L to 100 w m m l a e m I a s 1N0 1N L e""Non Lame C(TeNol Lmme L = Ina a :m, a e m 1 e a tom wa L Q1e01 laAee �+ lalee L 1eR 1Ne a 9-1 a e m,.1. tam to L R119o01101110 2852 Kelvin Avenue eTNTaNAL_oa IN R u fODO a tom 1 T e m t a a fa0o u R oeNnAL IErBrAGa MNN.RF�rAG9 a u tOro s a m 1 T a m,a a tOOO u R aeN1AL R�rADIa ae�'a I�rAaa R u 1000 a a m l 7 •m I a s f000 u a eveuL NflOsrAm Irvine,CA 92674 Onea INnN L +! moo a a m+ ■ a m,a s Oe00 a! L Taneern Lanes EKTTaNN Name L a! aa00 a a m 1 N le m 1 a a Dam a! L NTeN111atiel■ IDr19Nm u11/1M L Y man •a m I a a m f to a OaaO aR L Orleml LQIlOe 949.753.7878 T RTw D. aS ue a f N a E a m f rNe RN4 Lc su » g a m i n a t rAE RAW m NC line w a a It w m 1 VAE 949.753.7678 F Lc !Qo a s--w %m t !NE = Lc _ ass w 10--w %m 1 !NE Lc _ aa0 f a --w %m 1 rNE Lc - l4eo w a--f w m 1 !Aa wdpartnem.com Lc age a s--w f m t rAE w laao f f --f f m I !NE rAE "1 R f m 1 !AE rAE m 1 a f m 1 !NE !AE m t a f WI WARE !AE m t f N m t rA1E m+w N m 1 rNE !NE m t w N m t LANE VAN m 1 a Q m 1 rAE rwc m+N Q m 1 WANE !NE m 1 n Q m 1 WARE PAE m 1 im M m t !AE Atlanta !AE m 1 N M m 1 rAE !NE m 1 N x m t !NE PAN m 1 N N m f NPAE BO■nOn atwE m 1 N N m 1 4 A rNc m 1 N N m, VINE III m 1 a a m, rAa Chicago L aPAE m 1 O N awl !NE !AE m 1 O NMI !AE WAIm m i N N m t aME L Columbus !NE —10 NMI !NE !AE m 1 N N m t !NE !AE m t O a!m 1 rAE Dallas VAN m,a Q m l aPNE !AE m 1 e Q m/ rAE WAE m t N x m t aPAE rAE m 1 Q x m t !NE W_ m,m x m t rAE rNe M I N N m f lAIE Los Angeles rAa m,N N m I llll! !AE m(N N m 1 Nrwe !AE —1 0 N m, WAm Miami aPAE m 1 n .-I — !AE m,n N , !NE V_ m 1 N owl_ !AE Sacramento aME m,N 40 m t !/TE rAE m,n 4! , VINE rAE m 1 H u m t rAa !AE m 1 41 u m 1 NWE NOR N0m Nine PHASE III: ........... 51 KVA 00rmTausN NO IETAM W GONNINCATIOa PPIM00L PHASE'A': ........... 5A80 KVA t-NwVE D POWMJK m TYPE!PATHaGIa wm,gAAIE D PORTaIM m PHASE'A' ........... 8242 KVA }aD1WE O POWeIAK m TYR!rNeauNo wrtN Nlaave O POwTNNL as PHASE'C ........... 5A80 KVA i Cesar seAlo3e N PNR TO E T EGe-m. PHASE 1Y ........... III KVA oONT,nLal No LaRAm Q OOp01f tTOw PT1OlOO1 PHASE V ........... 6242 KVA OeI11VYlHl NO IEfAaYa a o0laaMitTpa PAOrOCOL Tat 9NENNLY LnnNI1 GnC A NEN031 eii ti PDaTRae a,N No x NE TE PHASE'C ........... 6"KVA aAL.L weer NIFANHe N PNB TO E TYPE t$m'. PHASE'C ........... 8242 KVA !-Ml goer EEAI®E N PAIR To TYR Vc.—. TOTAL CONNECTED LOAD: TTA40 KVA I NIGH NOTE Use R0E1100 A Q NO N AN 1E Nall WYROIs OOWT—POwN L!f TaA3®f.Y lame o+oer NENoaN�N Ti.Fowles 9,N No x AE TE Tar ENERIE N.'r L1Nwe CN I lnENmN 1%a-N 8-romLww a,N NO x NE TE TOTAL CONNECTED MPS: 4aA CONNECTED AMPS TOTAL COECTED 17.610 KVA aWRCH Anions Lao.POw110a 1L Q AND N NE TIE Nor Ora®00101I rowel TOTAL CONNECTED LOAD: 1B728 KVA ewrtot RaoTE�POwN rIO 10.Q AND N NE TEON N WATCHEDCOW N?Power TOTAL CONNECTED AMPS 41LO AMPS TOTAL CONNECTED MPS 52JW AMP8 PAOY COfNON ages¢lEa TOTAL CONNECTED AMPS 48.000 MPS RCN 001aeN aancF lta TOTAL CONNECTED AMPS 48AM MPS rRow cw■cn NaN+a lEa ': K TOTAL I LOAD: 222M KVA TOTAL NEC.AMPS a Bm AMPS I( TOTAL NEC.LOAD. 22 KVA TOTAL l AMPS 838 AMPS TOTAL NEC.LOAD: 222M KVA ab TOTAL NEC.MPS 88A AMPS ELECTRICAL PANEL SCHEDULE B4 ELECTRICAL PANEL SCHEDULE B5 ELECTRICAL PANEL SCHEDULE MDP ELECTRICAL PANEL SCHEDULE VOLTAGEIPHASE, 12D/208V,SIP,4W AMPERAGE/MAINS 200A ML0 VOLTAGE/PHASE 120r"V,311 4W AMPERAGE/MAINS: 200A I SERVICE 7Y0/209V,SP,4W-QND BUS RATM 800A MILO FPS off ONEU E DlAMAN MOINTNQ SUIPAUE A.I.C.RATING: 22N SHEB RAT®WITH PAIR MOP MOUNT &FFACE A.I.C.RATING: 22K SERIES RATED WITH PANS MOP TYPE SGUAE 0 HOOD'(OR EQUAL) A.I.C.RATING: 2'CO00 MOU4TING: RECEDBB7 nI LOAD "a we! UNTO aI mP LOM ,ALE wNE LOAD Taar NP ILAO wE well LOAD ewP 20E DNOPrLON Ni IIO}E GT A! WAI 0 N P A ■ C P D N NVA) A! GT NOR Ie. pNOr1,ON EDtE TOE ONOriQA No. IOTE CATNP NVN 0 N P A ■ C P 0 N KVA) AV CAT NOTE No. ONOPIaN ROE Lai pNOPIQI Lose CATA! NUN O N m P A ■ C ON P O N NVN ALP CNOTE VEWN I NO. ') LaRMOOR L 4a asm w w m t 1 !m/m III ONO 4! L LINIRMON L1wRFIL0011 L u UN a a m t I !MI a s one a! L LINNIF1lOON PNR Q N ff10 >d a 1 ! e0D'a a■ON WD PAIR NI NWO DT J LNDFRDON u mro w a m 17 4 m+a a IOC, u L llwnai0.Ow1 lleNteiiGel L u INN, a a m 1 a 4 m 1 a ail L 11MR0.0aR — nap - -! 1 - - 4an EK19am 11MM L ad IN* a a m l a a m f a s ING L L Cnavl lwNrNe Ex+eNa uNme L L N0 2 a all N m f aINC s I m L OrTeNa LtwnN■ — asp - -• i - - 4ENP aeaAL Llf2lrAGLa R u 10ro a a m 1 7 p m 1 a a tap m R aee1AL RBDIfAQs aeQ1AL�AL1.A R m troo w f m+ / p m 1 a s 1Dp m A w■e1AL IearrAm PAIR Al 1N0 i10 1w a T 0 c[IENOn LmnNa L 4a Oa00 g a m+ i .-1 w a eNo 4! L TDneNnn Lame FXENOI unmIrma L Y mro a 1 m 1 0 a m 1 a s uro u L TOneNw lame a Is I+IIF4 It ma INTO a a m a,l a m f !AI! M-a lC OO axS a a N a E a m 1 rAIE Ll1 E a IG iume Is a—-w %m 1 !AE lL age a Is—-w 14—1 !AE PAIR Q N tea4a tm a f % IG !QO a a--w f m 1 !NE LC age o a--w f m+ VIM - Ni - -f f !NE m 1 9 f m l !NE rAa m t a 1 M, rAa Eh !NE m t a N m f VANE w+NE m I f N m t rAE AIR C 7>v iQ0 tm a l N !NE m 1 1O Q m l !AE !AE m 1 fN N m f !NE nano -O Q !NE m 1 N M m t !NE !AE m 1 N x MI. !NE - Tan - -N x rNE —1 N N m, W_ VINE m 1 N I N m f WAR i !AN m 1 Q N m f !NE !AE Win, N m f rAA! PHASE A H s&421 KVA H VINE m 1 N p m '(: ...........1 rNE !AE m 1 N N m, V_ PHASE : 8&44 0 KVA �I !AE m 1 in a m I !NE IIIWE m f of Q MI VW rAIE a 1 N x m 1 LATE — m I N x-1 VINE TOTAL CONNECTED LOAD. 264AN KVA ' !NE W I N N m I rwE VINE W I N N m I WW TOTAL CONNECTED MPS 735.0 MPS !NE m 1 A N m f !AE VINE m+A N m f rAE y WAE m i N b m 1 — LANE m,N N m 1 IV- -m 1 m 4!m 1 !N! aPAE m/41 tl m i !NE MINT WE$ NOR PHASE'A' ........... 5.880 KVA F aowE D roweNN m TYLC!MNeBOta wllN eG+NE D PONallw N PHASE'A' ........... 5242 KVA 1-gLVE D Powealac m TYPE r PAN■IOND wmA awMa O POwwllN m PHASE 13' ........... 6"KVA 0wm1wL131 AND LEIAeYe m Cdaa11At110M PROTOCOL PHASE IV ........... 8242 KVA oorTLRnaa Aa LETAm K maaaK'wTw PROTOCQ. PHASE'C: ........... 6.BBD KVA !-Al1 OwWr wEAA9Y N PANS TO E TYE EDtrDE. PHASE'C: ........... 6242 KVA 1HA11 O1C%r a1FAl0aY N PN43 R E TwE F0+9i. g W M eF NNlma)'/lanNa OIWr wlN01®4e R POmae a.N MO x AE TE e �I F eNCY umnNa ORQ m O RA/iN ECFaO B-iN 1]N a.N E T Na"x E TOTAL CONNECTED LOAD: 17AQ I awTlpl INa,tm roaTLCN R Q No NNE TIE NON Ewra®cover—POwN TOTAL CONNECTED LOAD. IL725 KVA "n"I RBOTE Use.POwIpE R a ANe N AE 11E Nor mi naLn cone— TOTAL CONNECTED AMPS 49J000 AMP8 ROM ONNm 401■CE L■a TOTAL CONNECTED AMPS 52DV AMPS wIN1 cN.N1 wawot La ry N G TOTAL NEC.LOAD: 222M I TOTAL NEG LOAD.. 22AOB I G TOTAL NE.G MPS 88.8 AMPS TOTAL NEC.MPS 6"AMPS 0 UJI U TOTAL ELECTRICAL LOAD SUMMATION p 0—�O DES(XiFT10N CONNECTED 0(VA) DEMAND FACTOR DEMAND O(VA) J �W/ Z LVdJrq Loads W 3&DO0 1250 43760 `Q i (n F NOTE: NOTE: F r J IJ General Use ta0ba Tt1ru 10 KVA(R) 10.000 L000 10.000 ... ... ALL WIRE SIZES SHALL COMPLY WITH NEC TABLE 310-16. MINIMUM WIRE SIZE FOR LIGHTING AND POWER BRANCH CIRCUITS SHALL BE#12. to Germ)d Use Receptecles Over 10 KVA(R 0.000 Ohm 0.000 FOR ALL 20 A BRANCH CIRCUITS,WIRE SIZES SHALL NOT BE LESS THAN THE FOLLOWING: Ill 50'OR LESS#12,61'TO 95'010,96'TO 150'#8,151'TO 230'#6,UNLESS ACTUAL FIELD WIRING d, ►/ OTHERWISE PERMITS. i DBAoated Receptacles(D) 0.ODO 1.000 0.000 ALL OTHER WIRING SHALL BE UPSIZED TO COMPENSATE FOR VOLTAGE DROP,PER ACTUAL to Q EQUIPMENT INSTALLED AND ITS LOCATION r J HVAC aIM NAeclTBlllccal OaD 0.000 1.000 0.000 EQUIPMENT ENCLOSURES SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING PER NEC 110-22AND " COOlIng Load(C dLC) 48A68 1.250 68.073 240496 0dQn EqAxnwd(ID. 0.000 1.000 0.000 . E E Macakneous or Appknme W 0.000 woo 0.000 NOTE: � TOTAL: 81458 11t823 J 1. THESE CALCULATIONS SHALL BE USED FOR THE g TOTAL CONNECTED MPS....................... 254.1 BUILD OUT BUILDING SEPARATE FROM RITE AID. a 1 TOTAL NEL AMPS........................... 310.6 ESTIMATED TOTAL CONNECTED LOAD. .... 288 KVA 2. CONTRACTOR SHALL FIELD COORDINATE D ESTIMATED TOTAL CONNECTED AMPS. . . . . 800 A EXISTING CONDITIONS PRIOR TO ROUGH-IN. D'"' D8 PANEL SCHEDULES ......�- �o SCALE: N.T.S. uw�+ie�avirrure„gym �a� �+d»� nl��w �r�a ism Is�antre � � � stiti- FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS a 2X4 FLUORESCENT RECESSED LIGHT FIXTURE LITHONIA 2 P -0-2-Al2-12- EB METALUX 2GR8432h12DV-EB81-U F32T8/SP351EC0 4'PREMIUM RECESSED LENSED FLUORESCENT FIXTURE 2- SECONDADELECTRICAL 4#310,1#2GN0. 4#310,1#2GND. 4#310,1#2GND. 4#3N,1#2GND. 4#3/0,1#2GND. A ON S 8-G 3 OG REVISIONS SECONDARY 5 SETS' (4)310 EACH. IN 2"CONDUIT EACH IN 2'CONDUIT EACH IN 2'CONDUIT EACH IN 2"CONDUIT EACH IN 2'CONDUIT EACH 2X4 FLUORESCENT RECESSED LIGHT . FIXTURE'A'WITH TWO LAMP EMERGENCY BATTERY PACKLu C KCMIL WI#2 GND INYCEACH. AE FIXTURE EMERGENCY LITHONIA 2SPM4-32Al2-I20-GE&EL METALUX 2GR8432A-120V-EL4.EB81-U F32T81SP35/ECO (NOMINAL 1400 LUMENS) C PC1 04-30-07 J 2X4 FLUORESCENT RECESSED LIGHT FIXTURE'A'WITH TWO LAMP EMERGENCY BATTERY PACK ® CB7 05-04-07 D COMBINATION MAIN SWITCH AND WI CABINET WITH AE1 FIXTURE EMERGENCY LITHONIA 2SP8-F4-32-A12420-GE&EL METALUX 2FR8.432A-120V-EL4-EB81-U F32T81SP35AECO (NOMINAL 1400 LUMENS) IM HD1 05.16-07 UTILITY METER PROVIDE METER WIRING PER UTILITY = REQUIREMENTS.PROVIDE SERVICE ENTRANCE ILLUMINATED EXIT SIGN,CEILING 8 LED EXIT SIGN WMIGH OUTPUT LEAD CALCIUM BATTERY GROUND PER UTILITY AND CODE REQUIREMENTS. _ K WALL MOUNTED LITHONIA LHOM-SW3R-120YL77-RO-HO SURELITES LPXH70RWHDH LED+. (BATTERY SIZED FOR ONE REMOTE DUAL HEAD FIXTURE) ® W ELECTRICAL SECONDARY _ RECESSED 8'LENSED DOWNLIGHT In UTILITY MOUNTED TO EXTERIOR WALL _ 0 SUITABLE FOR DAMP LOCATIONS LITHONIA LGHZ-70M-8RW-FFL-120 PORT HID M6023T.730-10002SPF 70W MH ++ CABINET 3PI100M PANEL PANEL PANEL PANEL PANEL SEAGULL CU 120RD8V,3PH,4W B1 B2 83 B4 BS S WALLLANTERN LIGHTING WINONABB176-51 (3)25W CANDELABRA ++ MAIN SERVICE DISCONNECT CB > NOTE:LAMPS PROVIDED BY RITE AID. v 8 2 ryPMC13 ^' M EXTERIOR WALL � *• NOTE:LAMPS PROVIDED BY ELECTRICAL CONTRACTOR. 13 13 06 Q UTILITY rl, �.a PROTOTYPE a+y -Ice:o nhe TRANSFORMER L� - 0 3�„ n zabon is GRADE SPACE SPACE2 SPACE3 SPACE SPACES STORE NUMBER sod on - a S 0 d to ELECTRICAL PRIMARY ELECTRICAL SECONDARY _ #310 BARE STRANDED COPPER IN I' / ,cable WD PROJECT NUMBERBIER Q FROM STREET PER 3SET5 OF(4)50D MCM IN4'C SCH.40 PVC TO BUILDING STEEL - mn p �•ys•4 Uct, RAIPD0001 A UTILITY REQUIREMENTS EACH BELOW GRADE. AND COLD WATER MAIN. r 91;he p ev sons a such A CU n D1 POWER RISER DIAGRAM —EXTERIOR METERING/DISCONNECT SWITCH A p LIGHTING FIXTURE SCHEDULE uJ SCALE: N.T.S. A8 SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �,,,,,,,,.,., 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 LEGEND 'GENERAL NOTES: a A. CONTRACTOR SHALL FIELD COORDINATE EXISTING CONDITIONS PRIOR TO ROUGH-IN. ❑' DISCONNECT M HOMERUN TO PANELBOARD M 1PN-ers Z' FUSED DISCONNECT 3013013 '30'DENOTES 5RE OF DISCONNECT 2852 Kelvin Avenue :30'DENOTES 5RE OF FUSE Irvine,CA 92614 3'DENOTES R OF POLES 949.753.776 T = 949.753.7:78 F 0— ELBOWUP wdpartners.com C ELBOWDOWN KEYED NOTES: ODIMENSION SHOWN FOR THE REFRIGERATION CONDENSING UNITS ARE MINIMUM CLEARANCE TO ROOF EDGE.EQUIPMENT PROVIDED BY Atlanta REFRIGERATION CONTRACTOR.WIRING AND TERMINATION BY Boston L L ELECTRICAL CONTRACTOR. Chicago O AMBIENT LIGHTING CONTROL SENSOR AND OUTSIDE TEMPERATURE cc lumbus SENSOR MOUNTED ON IPROVIDE 311 DOWN TO EMS SYSTEM. Los Angeles las PHOTOCELL SHALL BE MOUNTED AND ORIENTED SO AS TO AVOID T Miaml CONFLICT WITH SITE LIGHT FUTURES. 'O PACKAGED ROOFTOP UNITS WITH FACTORY ROOF CURBS.COORDINATE Sacramento EXACT LOCATION OF SUPPLY AND RETURN DUCT PENETRATIONS AND STRUCTURAL SUPPORT FOR UNITS WITH STRUCTURAL DRAWINGS. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. OROUTE 3'STORM PIPING FROM RD-01 DOWN AND CONNECT TO SITE STORM SYSTEM. _ 2"VTR.FOR CONTINUATION BELOW,SEE PLUMBING SHEET P1. K O MAINTAIN 10'-O'CLEARANCE FROM ANY OSA HOOD. K n s E i [ I [ [ I I [ RD 3" ; 4 RD 3" RD 3 4 4 ' WO ROOF JACK 01 . fl800 O) , (160D� (758001 NTH S BIRDSCREEN H H _ �� r T/ TT/ T77// /7777777T1////,4l/// //I///Il////TTTIT/T/ _ /T/T// /I/ \TO 6'O ROOF JACKWITH BIRDSCREEMESH,TYP. O 0ItsfioolW5 6NGZ wSETOSATOSET OSA TO SET O5AT0 300 CFM SETOSATO 300 CFM 300 CFM III 350 CFM N JWZ 1'CD DN,COMPL TE WITH 1'CD UN,C PLETE WITH ? 1'CD ON,COMPLETE WITH TRAP AND VENT,TYP. 1 ' Q Q J F `. ? TRAP AND VENT,TYP. r TRAP AND V T,TYP. ( TRAP AND VENT,TYP. VCD Di COMPLETE WITH F r J r r i I ( r —'I r 'I TRAPAND VENT TYP. r i I I W W RTU L•�� to 00—J I LU RTU L_�J J I 3 RTU I• J 0 > RTU I• J CD—O i RTUhG_1 L�© GF GFI 1iFl GFI 3 US J Al-36 0 A1J8 O 3013 At-36 Al-38 \ U 3a A7-38 ( -^;..i :.w ._ ...�,...._/ (� f 87-11,13,15 I B2.11,13,15 I 83-11,13,1 �' B4-11,13,15 I 85-11,13'15 4M UP THRU ROOF TO 314'G UP THRU ROOF TO 314"G UP THRU OOF TO WeG UP THRU ROOF TO 314'G UP THRU ROOF TO C UNIT,COMPLETE WITH AC UNIT,COMPLETE WITH AC UNIT,COMPLETE WITH I AC UNIT,COMPLETE WIT AC UN COMPLETE WITH IE „A p.I- COCK AND UNION,TYP. GAS COCK AND UNION,TYP. GAS COCKAND UNION,TYP. € GAS COCK AND UNION, GAS COCK AND UNION,TYP. E- i I 0 I [ ! I D o C C REVISIONS I IL !€ - Ei .I ' _ { 3 €? €7• i ?1 �., EI �€ ,1 t '°^i_ ti i .t ; € i ,%.E € i,.11 '[ - € ? Ste` € i. (i € `L t` 1 .7 '. Ii i 1' 'ti € (i I1 1 € t: i( I7 .�,;t €:�k a € a 1 El — _ _ _ _ _ _ _ _ _ _ _ _ oeo P auveD ;CCTT AL KAS&ASSUANCE a. OCIATES,INC. ED n LL —_DATxed ter adh k O 0r Ina c.. Author¢a8on,is I PROTOTYPE b _.ng Pannit Pend-^g O ' -i ano a- City r .eas. or grani'ng 0f a permit based on STORE NUMBER O1 O2 2.1 2.9 3O O4 4.1 4.9 5 z p ns shall not he constr'czb;o ;;rov ary violation of the to civ 6 O li e pin permit presume -nd >Gr cancel the prOviS€on5 of SUC, WD PROJECT NUMBER A RAIPD0001 LU Lj III E N 01 AlELECTRICAL EQUIPMENT PLAN SCALE: 1/4"=1'-0" 1 __- 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 _ ...... � _ __ y 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-11 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 CERTIFICATE OF COMPLIANCE ENV-1-C CERTIFICATE OF COMPLIANCE (Part 1 of 3)LTG-1-C PROJECT NAME GATE PROJECT NAME DATE PROJECT NAME DATE PROJECT NAME DATE PROJECT NAME DATE *7Aers MRite Aid 3/22/2007 Rite Aid 3122/2007 Rite Aid 3/22/2007 Rite Aid 3/2212007 Rite Aid 3/22l2007 M PROIECTADDRESS O ZONE INFORMATION OPAQUE SURFACES INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES Lakeshore Drive and Machado Street Lake Elsinore Ieinq Permax ANNUAL TDV ENERGY USE SUMMARY katu/s R-r PRINCIPAL DESIGNER-ENVELOPE TELEPXONE Ba, Floor Inst. Ltrl. a Proc. Surface nSUalOn c. on om ppen snnaara Propowd Compliance A. LPD crass a om Lcaa: p INSTALLED Chris DoereChla License#C-23209 949.753.7676 0 ENERGY COMPONENT oeudn orlon Mama ate.N Zone Name 0,,ana T (,I,) li+ re ra'I.^ wla 7 e Area U-Fac.Cay. Cont.Azm Tilt Status IV Reference Location I Comments WATTS 2652 Kelvin Avenue OOCUNENTATION AUTHOR TELEPXME Cnecketl byrDete S RTU-1 am Tenant 1 1 1. 0417 Irvine,CA 92614 WD Partner 949 ]53-]6]6 Space Healing 0. 0.1 - - INSTALLED LIGHTING,CONDITIONED LTG-3L) 949.753.7676T RTU-2 h- Tenant2aM4 2334 t. 0.465 Space Cooling 261- Z12. 29.3 4 Rue 1 CO 0.051 45 0 2-AS Tenant l PORTABLE LIGHTING IFmm LTG-3tf D 949.763.7678 F GENERAL INFORMATION RTU-3 Tor- 116 t cabs 5 - T n 4 Indoor Fans 110. 1167 -62 LIGHTING CONTROL CREDIT,(CONDITIONED SPACES wdpartners.com DATE OF PLANS UILDING CONDITIONED FLOOR AREA CLIMATE ZONE FPTUS Tenants 1 1S 0.417 6 II .t 25 90 9- Tenant2aM4 (From LTG4C) ]1 ]Roof 2334 0.051 45 0 2-A5 Tena'12,14 01-04-0] 6,1018q.Ft 10 Heat Rejection D. D. 0. a all 21 2.1. 45 90 9-A3 Tenanl3 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER BUILDING TYPE ®NONRESIDENTIAL ❑HIGH RISE RESIDENTIAL ❑HOTEIJM10TEL GUEST ROOM Pumps B Misc. D. D. o. R all 5So OAC2 R-1 R-, 225 90 .11 TenaMS PHASE OF CONSTRUCTION NEWCONETRUCTION ADDITION EXISTING,ADDITION/ALTE"TICI Domestic Hot Water 133 11. 2. 10 Hle 1167 005t - - 45 0 2-AS Tnanl ® ❑ ❑ 11 a 102 0.1. R13 R-. 45 90 9-A3 TenaM 5 INSTALLED LIGHTING,UNCONDITIONED SPACES(Fmm LTGI 0 Lighting 1871 146. 40. 12 11 420 0.1. - -ILL315 90 9-A3 Ten Atlanta 13 all 212 0102 R-t R-0. 225 90 9-A3 TenaMS LIGHTING CONTROL CREDIT,UNCONDITIONED SPACES(From LTG4-C) 0 TM1m Gerclflcete of Compliance item Us hu1181np teeturee antl pertommnu apeciricetlon•nwtl.tl to oompty mint Tl+k 24,PaHal antlaof the Receptacle 8]. 87. D. 13. 005t 45 0 02-A5 TenaMS UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 Boston L alHomie Lode or Repule[ione.Tills urcillute applies only too Building uainp the peHommnce mmplknm appraech. Process 0. 0. 0. L Chicago Ne m<amehmgea m wrcmea th.uhis I..urich la apw am cam lm. Columbus OOCUMENTATON AUTXORr M1e IGNATURE OA TOTALS: .60A] 59438 8g.09 Dallas Percent better than Standard: rD0^, ( to.o%eXddalpg p,ow,a) ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES Los Angeles The Principal Designer Hereby certify.that the proposed building de re ntetl his set of construction d cum lots is -N E A a low E.a1 am.e eamw.a fil sietenl with the other Compliance(urns end work.heels,with the epedficeti0na,and with any other Calculations submitted BUILDING MPLIE "' ❑ COMPLETE BUILDING METHOD(From LTG-SC) ALLOWED with this permit application.The proposed building as designed meets the energy efficiency requirements contained in GENERAL INFORMATION FENESTRATION SURFACES yd.. .rin c.Mnw.0 pm. ❑ AREA CATEGORY METHOD(From LTG-SC) WATTS Sacramento gion511D,116,through 118,and 14D,142,143 or 149 of Title 24,Part 6. P^ mer nn,m D.m eM-eutN neemn a.a Inoue embel nwNmC arp.He ecEc ", ❑ TAILOREDMETHDO(From LTGdC) ALLOWED LIGHTINGPOWER 818 EMV LTG.MEC z mH A.t.Y. era On a LOcaI On Building Orientation Nod Conditioned Floor Area 610 can. T Area -F ' GIRLIn comments 1. Hereby aRrm that [ALTERNATE COMPLIANCE I am eligible under the provisions of Division 3 o(the Business and Professions Cotle 1 ,h a Fmm NE 21 047 NF 070 N 45 new cd,alc Metal clear TenaM 1 t0 s n this document as the person responsible for is lion;and that I am licensed in the State of Number of Stories UDCondIL ODed Floor Area sal,. 2 inr'uw Le sE 1 04]NF 2.70 NFRC 135 new C...1,Meal clear Tilt t 9 Prepare X PERFORMANCE METHOD California as a Civil engineer,mechanical engineer,or I am a licensed architect. Number of Systems 5 Conditioned Footprint Area 6.t0 aqn, 3 inflow Fmrs NE 34 GA NF 070 NFRC 45 New Coble Meal Clear Tenant 2 aM4 ❑ 2. 8�m1 that era eligible Under the provisions Of DiYIBIDn 3 Of the BU61nB$6 and Professions Code Section 4 Intlow Front NE 34 0.4]NF 070 NFRC 45 New Coble Metal Clear TenaMS ❑ COMMMON LIGHTING SYSTEM(From LTG-6-L) ❑ ❑ gi a Number of Zones �° Fuel Type M1atera:Gas 5 indw Front NE T 117 NF n7D VFRC 45 New Cc,ble Metal Clear TB 5537.2 or 6737.3 to sign this document m the person responsible for its preparation;and that l ama Non.:t.s 2-C _ »tTG4e 4. .LT 6 inflow R,t NW 1e D.a7 M1FR 0.70 NFRC 315 rvew L-1,Metal Clear Tenants LLOW I DOOR LGHTI G OW RFOR NCONDITIONEDSPACES FromL G-5- licensedcontrector performing this work. oHennl'Ion Grose Area Glazino Arcs olaaind aalio EXCEPTIONAL CONDITIONS COMPLIANCE HE KLI Tsdw.osc s. cec ,uma.m»mPa.ap.ewema,mnumn E] F ❑ us 3. ef6rtn that era eligible under Division 3of the Business and Profeffii0n8 Code to sign this comment ThelouraMomamant ap•ncY.Nould p.y.paclal atanapntethe ikm•.pe 12.,1In scheoklist Thew Item.re I-ipecklwNtnnjuWawaon L L bemuse it pertains to a structure or type of work described as exempt pursuant to Business and Professions Front Elevation 7m sqr "14 ear. gas% one cn.menmddn,end a Pisl vert5ueon to W used with the perfam,ance aPGrda.N.Ths loran antonisnt seenry denmewa-wls,a of K thalu.tlDeetion,and mry mjeaa buliding or d•slSn that Pth•ehatiomplle,I.rd on the ad,query or the•pecleljusUliwtlon and docawnteeM CONTROL LOCATIO CONTROL CONTROL TYPE ChecM'a NOTE TIC K Code Sections 5537,5538,and 6737.1.(These sections of the Business and Professions Code are printed Left EIBVBti(M V fifJO sqr. 1B0 sqh 30.E •ubmltlM. (Room al IDENTIFICATION (Auto Time Swileh,Dimmin,ate. SPACE CONTRMUD dirighbn FIELD in full in the Nonresidential Manual.) Rear Elevation S 744 ter. 0 salt 00% Tne CHINS tam"AO SMITH BTH400A"is a L...Gas water he°kr Wth Pilot Los°=0 bwh. Right El¢Yddon fi00 sqr. �ro sqR 30.0% Tne HVACS taro"Carn,,48HJH005'includeean Econorryzer. hlsa emM1 ea li [<)5000 Bwn Orasu of Ciro<2500. ilsn�er,vx rrsaaere„T,h ^,,.Mpe^ei.Nmcr.m»wN.. Indicate lomtion On plans of Note Block Tor Mandatory Measu cTrm. ^eD.lnaT.d. ,'.rm`cm.HN `: Total ages tel:. 474.qa 31A% T n 1 r n n EXTERIOR SHADING» Required FORS ENV-1 Tne HVACS rem"Cemer48MJH004'Indudesan Economizer.Thlsa rem haea cacti wlo to 75000 Btuh oresu Ciro c2500. Window Overhana Lett1F Riaht Fin PRINCIPALChris ENVELOPCEhms GNER-NAME NA LIC. 0 RDo1 6,01 egM1�mN. 0.0 EXlBFIOr Shade Type SNG Hot.We. Len,Hot.LExrLRFxL Q Di,t Len.Hot, _ The HVAGs rem"Lamer 48HJHn04'Induces Demand Conbd Ventilation For Section 121. Nonn Dr. f0021.0 30 0 LI HTIN MPLIAN E SmntlaM awe z None D.16 ioD 19.0 30 2.5 0 Indicate location on plans of Nole Block for Mandatary Measures Lighting Power Density 1 1.] wngn. �Wlegn. None D.7 10. 34. Required Farm L G-1,LTG-2,LTG-0 Prescriptive Env.Heat Los 1 1 alwn Non o.7 i 11 E o .o RINCIPgL LIGairsHTING on-LicenseESIGNER SIGNAT E Lly.xq O Jerry Hairston-License#E-16511 L�(�,Sl\ �2 Zo Prescriptive Env.Heat Gat 3D +az 74]e,wn-F MECHA ICALC LL4 Indicate location on plans of Note Block for Mandatory Measures Remarks: T U NO7E5 O I L - or uldin a anment Use Onl _ Required Foams M _ - �g PRINCIPALMECHANICAL DESIGNER-NAME SIGNATURE LIC.N0 O4TE TM1..1111 o,hilltnres llstedlo this posimanee ths,pchappllwtlan Nawapeclnully been rwlewetl.AdequenwriNen justreu5dn end Gerrit Van Straiten License#M-31568 9. 2' tlocumenmlonyortnelruw Naw been provided by Me applkaM. MINIM M KYLI MT AREAF RLAR EENCLOSED PACES avmorird 3l n.wmarsm. is N.�h,q rmen,5rn,,m.LPD .r ,.ewAgn. R 1174 :aa57B CERTIFICATE OF COMPLIANCE (Part 2of3)LTG-1-C CERTIFICATE OF COMPLIANCE (Part 3of3)LTG-1-C CERTIFICATE OF COMPLIANCE MECH-1-Cl INDOOR LIGHTING SCHEDULE Part 1 of 2) LTG-2-C LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of2 LTG-4-C PROJECT NAME DATE PROJECT NAME DATE ONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME DATE Rite Aid 3/22/2007 Rite Aid 2 7 ROJECT NAME DATE Rite Aid 3/22/2007 Rite Aid 3/22l2007 PROJECT NAME GATE C O IN CONDITI NED AND UNCONDITIONED SPACE Designer:H This xv-a be uses by the deecisi na shachr to Me plan.Listed below an all the acepance roes for lighting same.Tne dwigre- Designer:II-1W ba wad by this tl.aghir ant almch.d m his pane.Lised wlaw as an the amapts,ch loss ter mmh-cis rims Th.desighe INSALLED LIGHTING P WERF R CONDITIONED SPACES F H H CONTROL LOCATIO CONTROL CONTROL TYPE NOTE To .eye:ieaw cexNNx Yueaq Ne eva,Pm:as,.anaw.a..vWJ xar,x can waw.w.ratra.'oW^o cm messyu,.zra..uaawi.,,we,eer.wxwnn o-yw. se.dmiwnerxgeNoa.Ny au rrngaonn wa�ewvwary.edlar..u.�w•Px.saws+y+waanarspanxma.Mwvyigmwa[azww.gga IRoam NOf .p IOENi1FIGATION Occu ant Da II M Dimmin el FIELD requiresanat.11et the equlpmenldeacrlptioneM the number ofayanmab be nand In pemnNews.The NJ numberdwignex Me Section..Hs mgulmfanal,list Me equipmanttlrcdptbn antl Me number of eyetemem Mleetetl In perenlheer.TM NJ numberdri9natesiM Seamn in He Luminaire Lam s/Ballasts Installed Watts ROOM, AYLIGXTING CONTROL Apieires Mthe Nonrwidsnllal ACM Manual that desalbes Me test.Alls-dices,Me prawn mepaneible for Fedomingw ncm Q.e.the insulting AppeMk or th°Nonre°identkl ACM Mar-Met describe°the ksL Alw lndiwte Me pereon meponNbs,W poss,srp He trs(i e.Meimmlllrg ZONE 10 LIGHTING ROOM WINDOW SKYLIGHT WAITS OF LIGHTING CREDrr Recant Dimmin w;Laad Ccntrd A 1 mnwomr,chosen prolewiontl Oran eg.rissectsd by thedwnen.Since thlsfarmwill be pert Mthe plena mmNeEondMiasecdonwill albwee contiecbr,design Drolesaionel.,on egantaelected byfheowner).Sines Ile artn will be pert of Me Plana mmclic,of sivisllwwill stow Me CONRE- CONTROL PLAN AREA WALL GLAZING EFFECTIVE CONTROL ADJUST. WATTS sixin-p1nymbudgelf111h1IoPs1IworlsepN1xcxsy. responslblewrtywbudgelhrtheampeo/wokappmprienly. r-rZ z r• _ AREAB OEBCRIPTION REF. (SF) RATIO VLT PERTURE LIGHTING FACTOR' (HXQ NeaI1 Dimmin wlLwd Cdntiol AE 1 ya Remilt Oimgg,.1L Buildin Departments: 8a y'=$ 3m 5 g ymG Si F� Control A 1300 2108 0.2 527 If Remil2aM4 D'mmin...d COMroI A 34 9 P _ g ,w,-ag sail m q SYSTEMACCEPTANCE.Baidreandmuwnry wrtnil iaprennd ldransMy mnslmcUe bulltlirp arepece.oransw wawuMitknirp•yakm Name T Deacn'o a�G aY a 1 62 .2 16 Retail M4 %Ig,,Euiking or apace aopemlotl rot normal use,all mnirole»irAa wrvingW puiltling or spew shall be wNfistlw m4wlirp tlwAmpmrce A (4)-H..a isEleo Rewi12 eMa DlmminghILwtl A 2334 4216 0.25 1054 Rsqumin for Cod°Compranw' etail BM4 Dimminoott wlLOOtl Rela;, AE (z)art FlwreswM ra Eiac AE 2334 124 .25 31 O 7 Building Departments. InatltleonaCeM'wnMAcwpmnw MECH Ifs Form 6M1Nl be eubm Uetlb Me bu'Itl'ngdepadment Mal ceNfiea Plana apedficetiow,iwtellatbn Retail Dimmir"9ILoatl W sefoman-isoc,permla gmnlea rove wwly ovehicled buldr,p or apace ore newlpNln9�ye-ilin w,v ,buildup cswce is cercifwns and opemtng and mennnanw'ofoms-meet the mqunmenn M Secton 10103(b)aM Ttle 24 Pon 6. CAIIWI A 1167 2108 0'25 527 M Retain 117 operated airhomel use,el ot-1 PoNses a,,.ngM,building orawwshit be witted as meebrp McAvwp w Requmm»is krCoda Reail3 Dimmi wlLoad AE 1.167 62 0.25 16 > \-/ ComPl,ence.Hero Oone Cercfwte or Acwpmnw LTG 1#Forme eM1el he auhm fled mlln b,Mrp dope. t net'. Lin nil A 1 ❑MECH.2A:VenNaI-Syanm Ameplanw Document A.C•Hifies plans.xisifiwaans.,rtillls-wrNlwtes,antl operating antl mainnwnce-malion meetlhe nWilements of Ramill Dimmi wILOM -venabte Airvavms snmma owemrarAa:pmnw c�§mI A 1300 2108 .2 527 �/ N G toto3(E)ana Tdle 24 Pans -news Air Vdwma Syem.,DultlwrAxAceeDtance e, 'mcon"sIFwDI AE 130 62 0.25 16 G1i f11 LL Equipment requiring i ccmPte.M reefing v 1 1Q1 MECH-3A'.Packagatl HVAC Syamma Amepn.re.--nl Nor of on Test Performed BY: Equipment M,ihng._P.,wlostim D LTG-2-A: Lighting Control Acceptance Document d J -Occupancy Sensor Acceptance 0 LLB -Manual Daylight Controls Acceptance r»'^w»mrrww.,.m»aam Nwcmd.ddn,mR.»k. = nI -Automatic Time Switch Control Acceptance ❑MECH+,Arsua Ec-irruerAowlgmnw Dma.eM COL Equipment requiring acceptance testing Egmpmer t mgwnng ecwpknw teebSO it ]w.mA»m Mwwgwwnaam dw>dws.Ad.rm LU Z J Z ❑ LTG-3-A:Automatic Daylighting Controls Acceptance Document Y F Equipment requiring acceptance testing ❑MEC-Airoico-ibotmn Acwpte-D-ist Q 1 EgNpmenl mguidng eaxpmn a mm� J F W W Awmxii ,.wamMi ezw ..r»adda�.w�a,6amaa=:,`a�:aq omr. W ❑MECHI Demand Control Ventllatlon AUMpknw Dowmenl LL W Equipment requiring aceplonw twat. Y avnawOCVmHw,M,Nemnwar,aaerppdupwaydmu m,xee NaBi ❑MECH-T-A:Supply Fen Variable Flaw ConhN Amapance Doorman[ T r--� Equipmanl requiring axeptanw nett p av»wwv.r^mne mm,rox.+re __w s_nf.ms.ufe._ PAGE TOTAL ❑MECH4HA:Hyd nlc Sol Coil Acwpl°nce Document BUI LDING TOTAL(sum of all pegw) 10 a50 r V H bI FI Canons am s Pitsdndadworaydena. OTES TO FIELD For Buildin De artment Use Onl AI t'lad ran Controlsar.ne.w»rw.mems,.,,as.P,a,,.,rPmP..w.w,r,.memamamm ne,der. aAc,J�" € - E S PDIYW te T mpemture Resat Conhob � PORTABLE LIGHTING(Fmm LT03{I� PAGE TOTAL g aPwmmwmnenmmwm»dmdmr»e„wwmn.s.rnn..eewm.ep.rarPwwrum^,n�.m 2 712 t1 F,om ennuu�,146us E' -W,W,.lwp Hwl Pump Controls CONTROL CREDIT(Foln LTG4 f© pl ab 4.i --- I%` aUXSINGTDTAC /' aroma rawnwnerwror wewmivxs Pxss mm»arwn.v w. h ADJUSTED ACTUAL WATTS 1 ' - H � . Vaneble Fmgw�nry Cwbds appa�arrwwdmavemp�anwmw.anmN a,wm»e,nyxHc newaxm ® ''EnnrIn LTG-tL:Uphdng COMlWtntllt- _1 E u merit re a 1174585073 ec low n on 211)7 Ensr =,o a.2E Ere Soh u.cxr Nur u.r:anei[' lob Number:RNPDapt P eS W39 Ene Pm 4.2 Ene Son U.er Number.aaa]e Job Numwr.RWPO100t Pa e.9 qr3; E» Pm 4.2 Ew SM U»r Numwr.4S5]B -ab Nuneer.MPDOOm Pe ,o nr:ic En Pm4.2 Ew SM uan Nurrow:a957B ,se uumwr M,PObM, ro l2 E RAIPOOWI not e C( -eP 10 YH z!It.:h of 1,12 SDpl.Lab:e _ AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C AIR SYSTEM REQUIREMENTS Part 1 of2 MECH-2-C WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2-C MECHANICAL VENTILATION MECH-3- MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C j1ROJELT NAME DATE PROJECTHAME DATE PROJECT NAME DATE PROJECT NAME DATE 11E11 NA DATE alI Rite Aid 3/22/2007 Rile Aid 3/22I2007 Rite Aid 3/22l2007 Rite Aid3/22/2007 D M FEATURES V SYSTEM FEATURES PRESCRIPTIVE REHEAT D I AIR SYSTEM.GnVal or Sin le Zane AIR gYSTEMs Central or gin 'WATER SIDE SYSTEMS:CM1lllers Towers Bollsre H tlronic Loos ME HAIN AL VENTILAT N n 21 2 LIMITATION Section 144d Tot, Motor DHve Pump E u E u nt'r a O. Emci•n Tone O GPM BHP ER, Es ITEM OR SYSTEM TAG(5) RTu-1 RTU-2 end 4 RTua ITEM OR SYSTEM TAGS) RTU-5 ITEM OR SYSTEM TAG(S) Number of Systems z Number of Systems 1 Number of system, o T-24 1 T•24 T-24 Rotamnm on Plana or spoeiriwlidn H>> O-c3 3 MANDATORY MEASURES Section Rehrenw on PlanaorBwcMwtlon' MANDATORY MEASURES 9eetlon Rstewnw an Plane orspeci5wuon+ MANDATORY MEASURES 8ePIP ® rme all�yO E ` oA $ m e�hr ae Equipment Emclancy 112i ZONE/SYSTEM o "�; jo ' -�3 °y D_p _ D meeting Equipment EMaienry 112a 81%AFUE 82%AFUE B2%AFUE Hewing Equipment EM-ric, 1120 81%AFUE Pipa lnauletlon 12 - - Cooling Equipment Emcnnry Cdoling Equlpmwt Efnciency iversI 1 D. 325 325 325 PRESCRIPTIVE MEASURES RMed V.I. ...oil,. iaa- Rosso EA y r-ZT�p Heat Pump-hrisus 11 Ne Na his Heat Pump Themr- 112b n/a RTU-1 Trial 325 325 S elm Neme S temT Dbtrlbutlgn In ut Gelc. Smtw air RE Pilot R-Val. Calculated Capacity 144 ash 08MITH BTH400A Furnaee Control, 112c 115a his Nis nla Fumace Comrolc 15a his Proposed Cawcty 144a8E nant 2 and 2.3 D. SB4 584 SB4 Large Gas ecirGOemand 2 40000 120 Nev 0. 0. 2. NMunl VantllMldn 121E Y. Yes Yw Nawral Venlintlw 121E Tower Fan controls 144 h RTU-2 eMa Trial 584 Set Minimum Ventil..dn 121E 325 cfm 584okn 292 cite Minimum vent.... 121 325 ram Tower Fnw Controa 144 h Tenant3 1,16 0 292 292 29 VAV Minimum Pdsiton Ldntrol No No No VAN Min...Position Conbol No REVISIONS Varable Flow System Deeieh 144 RTU-3 Taal 292 292 C Demand Lanlrol Venaktldn 121c Yes Yes Yes Oemantl Conha Venb anon 1 Vw Hot WanrPum Hot Water Pl in Len Mfl Cie Chiller antl B,1M,Isolation nant5 1 D, 325 325 32 ' 13 rime epnbol rme cdnwl ° RAI d1 i CM and HHW Reset Controa 144 { El Bethack and Sewp ConVol 122e Hwtin BCoolin R u Hearin BCddlin Hearin BCoolin R u Setback antl Setup Canlro 122e Hearin BCoolin Ra ui RTU5 Trial 325 32 Outdoor Damper C,Mrol u oor Damper Lanlrol Van oh CHW,CW B WLXP Pump.>1 4' EI Isantlon E.- 122 his nla Ne Isolation Zane. 122 Na His EI '^www DP 9,....Lwllen EfEj U/ Pipe lnauletlon Pipe Insulation ding towr,bP„w,ana nyamnic,aoP(argrouDe Msimnar equipmenn nu in Zoe,er«wremaxarn,mheraMarepeonmuon wuonaM wmgmon CENTRALMRATIN S ('y Duel lnauletlon 124 R-4.2 R-42 R-42 Duct lrulauon 124 R-42 Hum r ere ne ma am tlmvm»Ir.da requiremaMu ndapPimb,.,put'WA'in dw moron. I Z condiupn O PRESCRIPTIVE MEASURES PRESCRIPTIVE MEASURES 2.Wa'wa r .a,ndad.wM a. y mating caw lRvaawma.eNm,ormn.. x. Ecanomlaer Type Carr Ter OBHJH005 Pacu sd DX 2 93,1 O 9'.%AFU 45,700130 SEER I11.1 EE New Fixed Enth Int rot ) L•Iculand Heatng Capagityxt<a2 144 ebb nla nla Na Celculatetl Hwting Capaeihxtu2 Na Servlw Hot Waar PoolHwtin tier 48HJH004 L Prop.d Nesting Cawcity2 1 3150it- 11 bwh 59,M0 M,h Propoaee Hostile Lape,42 1 btun ITEM OR SYSTEM TAG(S) DNW Healer Packaged DX 59,00 0.62%AFU 3fi,20D t3.0 SEERltt 2EE Neu FIZM EnM(Inagml ) ® r Calculated Sensible Coaling Capacity.1212 44 Calculatatl Sanaibla Cooling Lapacityx 1.212 1 Number of Syateme 2 M Q R ProVossd Sensible Laallng Capacity2 144 5P", nz h 749 M,h Proper.6...Ibll,Cooling Capacily2 1 Mul MANDATORY MEASURES Reference on Plans or Sp°ciflca0on B J Tan C.."I 4d Constant Volume natant Volume Constant Volume Fan Control ns1-vcume Water Heater Cconwgon 113s AO SMITH BTH40M DPSws..Locedon 144 c DPSeneori-Pold n 144 c Supply Preeaure Fluid(Doc only) Supply Press-Re•.t(ODC,nly) Witter Heater EfficiencyIIIl 113E 92% I Service Water Heating lnamllallon 113c Sl Itso.ow H.-.1 t44 tl sit .lime...HesVCool 144 d Poolena Spe Efird-cyand Conlml 114 a n/a Economzer 44 Fixed En n In rated Fixed EnM Ill read Fixes Ell'Int.,shed Economizer t44 Faed EnM In mled Pool and Spa Insunt-n 114E a PROTOTYPE XeMing Air Supply Reset t44 n n Heating Air Supply Roost Mo DMe Coolie Air Su Rrel 1" Constant Tom Constant Tam Constant Tem Ceelin AIr Su Pool Healer h. Pilot Light 115° hishis rI g PPh G PPh Reset 144 Consent Tem er 48HJH0p5 /, DuctSe°Iingfor ....rove C.rinx w' 144k No No No Dust Sealing tar Preaadpllw Lompinn.1 144s No Spa Heater-NOhiss,Light nslant Volume Tnrou 1]0 09 77. 9]. v me(wg.up a sl.1h,sell fit,,,hro,enrem.m anew nu,mer„wxapmwlish-lm,siPhs»nnummrwm,e ua m.tmg nlm)nu in lM hsh n m lues-siviiabapxinme'mmav, pne»pn,vmberonea ne ml neat.na mrwfw w,mrImo(or aroupa oraimuar.gvipmwu Nl'n Ina mt^renramrJwat ,a,dbra»anraucn exam eM Carriair 4eHJHODM1 onat°ni volume w-mrou n 150 0.] ]6. 9]. ig ,TORE NUMBER e feaN.s e.esmmen a .memhnd•pprc•pw,put'WA'wewmumn. tend Mur»ere docaumenle0e la unmemdmp,epwcedeuWt'WA'invw moron. pomprepll numw^w era Nis r»aired NNuna am emumemr.gereyuirw»mamteppsahb,pul'WA'inswmumnV" M ii-Plos wrhd.nghistn an evxu HxhwpmnPwhvhsggr.amapon»Mapnmmmm, 2 s, d.l,h nnrmtrsxv dip E,n. sivilvaueMisssixrnM1mwMpWuaosp^rfi s-,r+mewe, N a:Era r - rasms cnmtre rwa.soo W -xi- is -na„mdaPweapaw.D„d a»nrea,m.mlrarPl»gnquv.camwuma, sma:ewsish-hi sno.irs-s. sate wN,Haa>2s%dad-nemxdimmaem».Dvd Maxreds4usa rorP,wmps.ednwu,w. WD PROJECT NUMBER see PERF.Irmwishnsi mma m wrc,ma„w mdnm cudearemge.n,wmma A RAIPD0001 W A e Nr�mumnHliaa. m.mN,(mmMlwW...�ndrwrm,rEpam, J.mlerermwm e»wh. m»arn�.m. n,imamnH,.ro '„mmwN,mmmH.N.Aen .n� ra m Ew Pm.z En 11745BS073 Run user l I Run Code, Number:4B57B Jon N„rare-FA,POcoD, Pa.'Jo-Jc Floe Pm 42 Ere 9oa uun »�Numwr.1174585073 485]S J.ss,e RA POOWt =a :,4 g1J0 Ensr Pro42 Ene Sall uw-iss,'.48FIE Job N,mwr.RAlPoopo, P e.lsmJo Ene P.a. b Bw son a»r Nama.r:4es7a --his RA PocdE1 Pa.:ls cr3E �^a, =mat a rr� xn a»rn„mhar:aes7a Job Nvmwr 3A,»..�, L r �� 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 1U "; -. ,Z;::,. 13 14_ _ 15.,____ _16�.,. MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5-Cl ENVELOPE MANDATORY MEASURES ENV-MM CERTIFICATE OF COMPLIANCE Part 1 of2 OLTG-I-C CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-I-C LIGHTING COMPLIANCE SUMMARY Part 1 of4 OLTG-24; PROJECT NAME OA [PROJECT NAME DATE /�re ROJEcTNAME DATE PROJECT NAME PATE p JeG Name Dab Rite Aid /22/2007 Rite Aid 3l22l2007 I n Rite Aid 3/22/2007 M" M ZONE TERMINAL SUMMARY Rjte Aid 3/22/2007 Rite Aid 3/22l2007 PROJECT ADORES3 LI htln S hatlulea nPlan how h t oor Ll htln Meets Allow-d Ll hen Power fflpartners Lakeshore Drive and Machado Street Lake Elsinore MIn.LF M m Ddw DESCRIPTION Designer Enforcement FRINCIPK DESIGNER-LIGHTING TELEPHONE BWYi B LISII powrelbwenu tar gamnl•Its lllumImfen rOLTG3-CPartlof4 - - - cFY e P ER. Efl. T Output JerryHairston-License#E-16511 949.753.7676 NW A"llnbM JAII-ds wmm.In Lam amanrb Iletalled Wam 2852 Kelvin AverMeIn•blbd lmulaaB Mebal•all bees bean.-d by tln manuhcbrsr mcwnpy DOCUMENTATIONAUTIIOR TELEPHONE ChackO - Irvine,CA 92614 wmh me C,110 Owliy Stand-for I... .melarbl,Ton,M,cn.pler4,Ana• WD Partner 949 753-7676 Lgnwg poser Mbwenw rorbnt oremaneea orrorwmrly mamplbn on oLTc-zC P•riza4 > �e r -c 949.753.7676T aGEN ERAL IN FORMATION Not Appllnbb ^m�n -^ v� 3 6 d 3` m 3 . 949.753.7678F DATE OF PLANS UTDOOR LIGHTING ZONE Uphtln.AppllestlotiD LgM1tlnp pow�r,Ibwanw lorapecMc applk,tlona,aMarMw whbb aaMuabtlmaalN unopW wOLTG2L Part1o// .O-f . .d.. nky .I .2602Ot-04-07 at to M Lip c.bgory antl•moaeart•Ityrpulnmema°IBamane28atendTeTclTale26,PaM12. Nol Appllnbb ebb 14T DxW tlonFUNCTION TYPE OUTDOOR LIGIfTING OUTDOORSIGNS INDOORSIGNS uile Out Buldna llgMa® ❑ ❑ x ow 1 ao. x 1 NotLig Appting Poweralbewnbes f«veM1kN UMn•btlon unopk•m OLTG2L p,r1/of/ uild ropy LightinOn Mewl HalidePIU3EDFCONSTRUCTION ®NEWCONSTRUCTION ❑pDOR10N ❑ALTERATION X Not AppllnbN O % MH]D 1 Tc ic 95. X fib 1 ir(a)All set r lbe mdopae-ledmo,In Ne bu.OriNetm eh.emElaamw atlr Atlanta b.keg.•n,nb.eswa.a,aesa.ba,wrNenapwa«alwrww cabs. STATEMENT OF COMPLIANCE B ego nontlnp mmplhnu on OLTGJ-C X llnbb Boston Tina Canmwia of Compliance Ilsh the outdoor lighting system specif tlre a need tocomply with Tile 24,Parts i and 6 of the Not App Chicago L Calrfomla Code of Regulators. 9 Q L (AlumbUS 11a(b)sa Lomwdetl Dmn,vnneowa end Sayll9nb.M1ati bs ratios between tle ran This certificate applies only to building lighting requirements. x lnemletl Ignnng power naa bean dGsrmlmd in a«amanae cam s.caon 13o(a)1 ana tlw bulldln9,rd•nall be.-rempped(exupl mr unNamtl Baue aonaM TSI&L-Umentti12 m rerhereb csllhaleletlOrlarlBnfatiatiSe tandcom Deltas flra tlmnl. DOCUMENTATION AUT110N IGIUTURE pp Not Appllnbb LOS An eles Byron 9 // // ❑X Allnwrmene,Uy lnseelled luminaires aIUI lampps.tied 190 Wee.elder I.a amp sflkacY ofat beat W Wmtn par Weri are Miami The PH c!pal Lighting Designer hereby certifles that the proposed oldd lighting and signs design represented In tfih aelof m trolbebye mood.es-Fares— SacramBntA ® 11e1.)1 Wnulectur.tl Dmn antl Wlnaw lmhlNd•lull Mw elr lrmlballon t>W not Con=on documents is Consistent With the other compliance forme and Worksheets,Win me specifications,and YAth any other ❑ N°t Applluhb es-Ii Nm••M1ownlr Tade NumMr-strussbnahi•.Yan- Calculations submitted calm this permit application.The proposed Wilding hall been designed to meet the lighting requirements ❑% al wmb.Ira.wml lamlFe ralm a-N..Its Watla In l ad-pe.re•,Incwdm9 p...g Il EUlbhg an--,unopb., Nnsstramn pradubb moat a hbebd mr u-wlw.cmming m NFRC prmedurea. contalned In Sections 110,119.130 through 132,and 146,and 149 of TM.24,Part 6. and all oumoor sales arose meet me Cutelr aequlremems Of Semen 1M(b) ❑ Not Appllnbb Please eYk One:(These sectors of the Business and Promssbns Code an printed In fu.n the Nonresidential Manual.) ❑% All p.rmemMlylmblbd oumoorlpMlnB rrrBe4 Ne mntrol raqulnmenb of Sactlon 132(c)1 I hereby affirm met 1 eon eI1gIMe under me Provisions of Division 3 oFme Brrsl and PnAeesl Cade m sign this ❑ Not Appllnbb ❑ 11Ns)Dembing well•In Non.d.mlel Bull,fi : document as the person responsible ter Its preparation;and mat am Iimnsed In me State of Caliklmia as a dull engineer The opegwpotion•orframatl-.InB wells inner-I.-Ibu Ines-1new or electrical engineer,or I am a licensed architect. Llp Lj Bulbinp tree,parlpendinglo b,garages,pnoPh•,and.mmr Gales eras•novel lM Mum{suet Ming Wqulmmma of In.uletlon 10 an lestalbd R-wlus of na hr Iran R-13 bet-Mann es mmben. a cl I n 1 3a2(() E] afinn teat I eon eligible under the provisions o!Division 3 Ofthe Business and Professbns Code by Sermon 55372 or ❑x Not App' K 6737.3 to Sign this document as the person responsible for Its preparation;and that I am a licensed oentrsbtorpertortning K this weak ❑I affirm that I am eligible under the exemption to Division 3 of the Business and Pnlfeseichs Cade be sign this document MANDATORY AUTOMATIC because It WZral to A structure or type ofwork described as exempt WrsuaMto Business and Pmfbwlons Code CONTROL LOCAT CONTROL CONTROL TYPE NOTE T Section.5537,553E and 6737.1. ;� (Room MENTIFICATg (Mon Time Swtch,Olmming"etc. AREA CONTROLLED FIELD PRIM IPALL HTIN DESIGNER-NAME SIGMA RE 5T� -�LIC.it e Hairst n-the rise E-1 11 LIGHTING COMPLIANCE FORMS S WORKSHEETS chuell-aeedufheelbircWed LTG1-C:FZHAUST FAN SUMMARY CeNfinle a Candlann.Required on phna far all auMhlals for dummy Ilplmrg.Pad 2 a2 may ns Ir,mrpOrewd In eHadulm on the peon. EMM1ar LTGIC«OLTG-lC may ba used W signs as febels: i.Uw LTG1C t teas Pmlecl mnebt adWyef Irby«el0m. Mom orM Mom ones Rmm .me CFM 2.Uw LTG1C MtYprojed mneielsalrbmrlghtlrg,outdoor«iMmreiga,bu[matlwrmmmrlghting. Total Allotted Watts Total Total Ins III Watts tt4 N eHP Ell, ER. Rmm Name CFM BHP Elf. Efl. 3.Use OLTGt-C MereNe pm r motet adeyaaddcorslim. Pet1 10 1 012 49 9T.0% R9a11 10 012 49, 970% 4.U.oLTG1CNtM Proud mrWGe a curdle,ightin umneror lrgmrlegra.ut re Wra I-lQrsil J R9al2ed4 2.0 t 012 49. PTO% TG2�:LIGHTING COMPLIANCE SUMMARY.ApplinNepoftmWradf«Allaldmrlgnarealbw.(E piSpre} .' 1.0 1 0.12 49. 97.M OLTG3-C:AREA CILLCULATIONS WDMISHEET.Appllnble pert harylredM all ounhxeree nlc:leEcrb. TG4-C:SIGN LIGHTINGCOMPLIM'CE.Requlredlerell lnWnellyanesdenlatylllum!reardegm,bbpNlWmraWaMmr 2 7 :T sYpa E ni.2 Nu!MP V Pe a hob 43 Uwr Nunlpe:aBS)B Jab Nurb•r.RMPDo001 ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of5)0LTG-3-C1 FuGHTjNG MANDATORY MEASURES LTG-MM MECHANICAL MANDATORY MEASURES Part 1 Of 2 MECH-MM MECHANICAL MANDATORY MEASURES Part 2 Of 2 MECH-MM HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DALE PRQIECT NAME DATE ROJECT NAME DATE RQIECT NAME DATE ROJECi NAME DATE Rite Aid 3l22/2007 Rite Aid 3/22/2007 Rite Aid 3122/2007 Rite Aid 3/22/2007 Rile Aid 312212007 H Herd.- -Method I YBTEM NAME FLOOR AREA t't A.Handicaps for automotive vehicular use Including arkin lots dt7y,and she road.. DESCRIPTION Desi ner Enforcement DESCRIPTION Oeslanw Enforcement Description Designer Enforcement RTU-1 1 D anal wwd .a Ares.sF msubnG N,m wimin ma luamimbe area Equipment and Systems Efficiencies Ventilation ' w Area Oeaneen ® 131(d)1Fw awry tbor,.11 mmd«Ilghtlng systems Mall be egulpped wlme•apante sum aBc Number of tams t IL P !COIL T P pham,W�aru eon, Pdesw rams m•Mt ON ere ll.M1tlnp.This-maticm1 bell mest ml,Iscunemams 1/IX{,�- ® 111 Myepplhnamrlrrrlm inn b•CalNomb•board esbdblMe mere Ap,plbns. //� ® 1z1(.) comrota elWl e.ororm.tlm,now ewlae,tr ammn°rarimembs opanbtlm � CFM Senalbl Latent CFM Sens Dle h,aeaa wreh m Ire i a irw Meat Ove�ppirp , ��I \ Elflekner Reaubtlo:u will mmPly wim iM aPPibbb•bndaN. /� iM wMllatbn nW e•eP•Gfl•d on titre Plwe. Heating System i re Bnmw Arwa sub rabid $aGIon 119 antl maybe..omupenry wnwr,.ummatictlme awltGh,°r odu 1 I O u[ ra 93.1 Total Room loads 2. SD, 8, fi, 22 Lga. qoW ,mmaa.lu�d..,�pe modbmnu� eppliutl is rZone orb ateucwd« bwbraOt uminess Are capabbof.ummatlolly.numn9or-Ilemin9. ® IIsun Fan ype mmnl fumecs•a 111.new.pl.III �G ® iu(fl GnvMy°r wtan•tic dampen l°mdobketl end Gotad on tin Mutrlown•IUIIM ode td7-B� nA item wmin.ln A,eas oti,ar 4u C+D+E+ -G �� Tma!G ut Bmn 93.1 Return Vented Lighting 131(d)20wrMamr Buntllnp LlpnHng eM1u[o}r:TM1a,ummefbbulMlnp Mulon aybm Y �`;1L 123 plPlrp,.aeept Irate mnwYlnp Bub.Nbmperamro•belwwnBB.M lay des- Proritled mtlq«Nltle Gr ere end dl•elui Wall In- and! ® pnvbed Y4mamanual,,°o Ms1bleoY darvrIWhlnelghtofinellgnb,TM:. Y� ® FeM1nnMM,tar wXNin HVAC aquipmanL•Mll bs ln•°I,letl lnamame«ewM /� aaneurt•ysWn•. Output(ewhatI T1. Return Air DUeffi 2,532 1,11 ofowmda h not m a.-III wean feet 1 ebml.m•semm t2a. `/ ® t2](fl An gouty v.ndl.una.nwm.sl,an ba pnMdad wim aammetic«natliy.«w•Ibb � Coolina System Return Fan 0 ® ❑X - All hendlln.d.-yebm-ul.musledend In.ul.btl lncanpM Mon manu.11yopanbd dampen In.I1 o rnr.mere oubla,ezuptfarambuwen ar - O 1191n)AubmaMa Control D.Nu.Gr1M.tl:All.ummee.-Inel abne.P«Jflatl an � openings. Output per System 46, Ventilation el 1$9 15, W nndhs 1,all albmab equipment•hall be nmd and sa Installed as dlrebbd by the Sections w1,Ba2,Ba3,Ba,and Boa MtlM 3001 CMC 6bMebs. �/r� manuf.ellu- Controls ® 121(fj1 Air aahnir,,Tha•ytem•Iull a al 11 m d•oe wim tlw Netloml 7 Toni Output lawn) d6. Supply Fan 0 > In X❑ Ill Flu onamnt Balled-Luminume CsIthed:Allfluomcentflxwm apeGRed for 122(e) Each•pam mntlluonlng sybm.all ell lmtalled wml om of the blbwing: Eminnm•rrbl BabnGngaurwu(NEBB)Proesdunl3be (1t183),or Tidal O.P.rrem) 3. Supply Alr Ducts 2s32 1,11 Aumiabel Al,BMww C.-Il(AABC)National 6bndard•(1911a;nr Total Oubi IBwM1Ngf 1 35. N G uM proles are urtMNd one Ibbd In ma Mrsclory.All Imblletl flalures Gmll be ® 122(enA nr aM1•paw s,badl log•r•Wn carving building ly,s ruse r slim aW TOTAL SYSTEM LOAD ® ® G Q wrtllled. manuhGudng NGlmr(entl ell atMn not oxpllUllyaxempt from tlw raqutrwneM• O 121(f)2 Oubla Air GBMutlan:TM awWn sallproYlde tlM minknum oubMe akx Tbbl OulpW(•gRrtm) 33q, ❑ 132 Tandem Wldeg for Ora and Three lamp F-meO ni Fliduna:All one sad Itme of 6eatlon 112 hin bell bs lmblletl-a.I uterull.I ewNcn v en I—On gyre msena iul draI end hall be mea• arm*"N"by tlhe �� Alr S stem Z lumpli.. entexmns enbnd.meiredwlm MohmPbalbetwnma_.1l amwlbls menual°wnlda Nal.Ilow•opentlon atlb.ybm dudng aRlwun tar Imb111na Ilwnwd C-2e meansnlul Oebaaorwd Oerflfled by n)tadrgn "VAG EQUIPMENT SELECTION uPm. boun.TM III.wtaM1•Iuil be urybh of progrereme dmwam mwnenlul wginwr.l2)tlb lrewlling llmnutl-mwlrae Oelmmractr,or(3)VI CFM pr Byebm 1,] Q 7 bye With Soever,132;onnIni-nd thM lumpareuurrtflm,tandres wMtlulea tar waeMay and weekend.end raw pngrtre a.up up.1-mat parer wlM•w�in rop°naibllly for ton desian of era...-.ybm;« roar 48HJHD05 31. 9. 93,1 � v •Pwmad calm alacWnic hlph-Naqusnryalbeta and are axamplhom tandem pnwrA-I-Of ne de-.pro.rem and Irma eemng for rt tart to lwun M Almow(crab) 1, able roqulrermnb. powerbinbnuPbd;« ❑ 121 Ins Outs-Mr Ma.•ure m,TM.ybm a bell a equipped Wes s nnboded tint« Al .I.I ahom 13 131(u lndym ual RooII Conboh:Each mom and area In thle building l•".limed /� nmeb dwlesnpaeb ar nb. He.flMgwnmy ofoubl.."On. Wnuwa O 111 B.Hardsea for estlan use,Including lams,sidewalks,milwa dblltelra eiln a wpanb.wkch or...pan.,wnwr decks mr rOh ana eiN s__ \ beetwd dbpbying UW g .dry m.madly emertbb dlepby rMkIor Alrflow(cnoren) 436. IrVI Pe P� 9 P Ya an Ys total Adjusted system Calling walb. ❑ ❑ 121 g14 AmeNod aPPrered by IICommWbn, pWala Alr(X) 19. 36 . 831 122(e)1B Anocbup.nry wnwr m.-I the operatlng pedod am..ybm;OrIpdivaw b Paaa oea4r I Ares sF le-esahumwanin�rellNmimmtlAre� © 131(h)UnMa.Reductlmforlmhrld lRoom.:Alreoms and ereu greater Man 1 00 Oubbear(alndsgle 02 THE OF SYSTEM PEAK �Jul2 Jar12 N O a Arse bebeen wuan Ml,ntl moo Nw 0.3 wGb p«wean ma of ngntlng la.danalib. ❑ lzzhne A4fiaur nm.rmrtun n.m.nwnr Pp•nmammntral N.apennrig mrmd atM ServiCB Water Heating Systems Nele:wlu...beve Iwn.l ARl,vbalvw LU J EATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at'n °�"'°• •eve pdea« mntrolbtl MN bHawlewticnnp mrunt«m nduclbn of llphanp wBhln ere room .ybm. 1131bp Me Grmletlnp M1mwaNr•ybmhln•bllatl,k•M1all nreacanholuphha meof Heatln Peak `_ pm,rw,r„w Iumim,m inN Ove�papnp ,ubm.UUly mmbg all N.Gnuletlne Wmp(.l wren na wemrb rwlrwulM. �/ re na Ymes Area subbbld ® 1YJ(a)2 Eecn sp,u mndmoning aybm.lulla lnsblhd wMrmmdatlutbmpondy Y « tlrp hag aomgw CMWdatl © 131(c)DayII.M1t-Control:Allrmm.calm Mntloea cad•kyllghb that en gnabrNerl nebrt cad bmmndyoper.te era sybm..rmulntlmmalralne•em.ck (. 1131c) lmtodes In eatlommsNpubllcbGlltlraMll be equlPPetlwth coMobmlNnktlM 22.0°F fives°'r 105.0°F 105A°F Lgn4rq gpgi«ea1 eraoaq•e Eiebrm apgiution« BuibirM rap b evert Illumimhd Area ode 117d (t gicede lum!mrn Arwe otlrer.Wcw (C+O+E+F (B-G) 2aB square tact one NM Mlow mr Ne eNaalw uw Mdryll.M In era arm Nell Menng+nd/orewmp mollnB mermortat•e¢o1m .'� outlet bmp.ramnmtlo epr®•F. �� Supply PJr Ducts L F new SO%of Na lamp.In eacM1 ay k ana antralbtl by a eep.•b awMcn;w he o de Air F r ea t,uwWnrdaNby,wuo�ba,,ffi, j,-med baOILDWS d00WIn ❑ 3zs elm 1D1 F LEI 111 aontl°um•y•harhtlht car- Naed)ewMna se mr,Wed..are tludng 132(p) E.eM1•pw mntlltlonlnp•ybm wMnp mumple came elNewmdmtl HeeOr,g Ca Supply Fen �1 1+J dNtrent Nmw of Me War b Included on plan. mntlltlonetl flmnrr man man 21,11 agmn Nat antl a prmbetl wM led.tin 17W Cbn ROOMS nr.-1,wne:..It non eawetl Is,-mean fast;Out be prorMed web ]D 0°F LU ® 131(e)Display Llgrol Gurney vanang shell be wpanby ernmMtl on.1-fte met '�\/ leahtbn abn•,•ucn as Mrr or ampere,tut.Ilow ma wPPly of twtlrrp« W.4 OF are 20 amps or Ica. 'lit :Ohlmaesme.or anal Ott tapend•rmy of Omer bclatl asr;cab-11 Return Air Ducts bs s:m l by a tlnn con-arlu as tl eo bad above. V/ OGLING SYSTEM PSYCH ROMETRICS Airstream Tem raturas at Time of Coolln Peak r J ® 122(asbl FacM1.p,u mna .. bell M coertrollad by an IntlMtlwl rlrerrrlo•M Na[rrpona.........Q.-M, W-sinne YYM1ere uwtl m canhol twetlryl,tlhe bell es adlrbble doMnm53 do.raa•For titter.Formalrp.ere cwmvl 99.81 T22°F BO.i lfifi.l°F 550/54.3°F 550154.3� .lull-a-lehbupm lid,--ingher.wMro ueM iw boon M1eetlrpaM C� Supply Air DULLS coolln.,-.-I..It a b.Pebb of pnrldles.a.deand efet-a d.- Outla A .1'sn"w 0tln•uPply of naming and rasing b.nW afl«ratlurd ma 3�C/°r Comte Cellsupply Fan 564,,S`F minlmum. 1]W Chn • cM w ® III ThermnNam b ll he umerm w n IunbO be In deer..•F.hnpheM(F)end adjuwe�adjuwe M.4%R.H. E ❑9Mb,147(.)18-FrA P•rNn sal lnuminNd ease rat been repave carom ashore apolumn.atl nemwemaw.mwwYWm.mal,r Of ssulemt etupe.cu•.IbleOnly to aumoraad pere.ne. �S n4rIC�t a-Grmlluu,neaem non lmuer oar ths-1a 1-mb nwmrwdwAlplrmmaw newumawaw,PNrnannee ❑ 112(b) Heal Purn,mer,.IIaln.bllell wlN wmrol•m neI.-tier by- 7s.4/ns°F ]aars3d°F E m bbm.calm n lvmreln In nw .1 ration,I...ry w.are.Wean barge,wdwmmNa,mime wpPbmenbry newt ogntlm whorl era M1e.we Iesa un te nr.t Mtl1a M1..t Return Air Duds vamp clam. e rroer."Pr000m HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJELTNANE ROJECT NAME ROJE NA LT ME D AIS Rite Aid A� DATE 3l22/2007 Rite Aid 3/22/2007 Rite Aid 3/22/2007 YBTEM NAME RARER Y6TEM NAME R AREA FLOO YSTEM NAME FLOOR AREA D RT -2 an 4 ton 2 RT - 1 167 RTU- 1 0 ,,,,,-R4--:.;as s ASSOCIATES,INC. FOy P;.;itf1T_SUANCE D Number of Systems z I P AK C IL HT .P A Number of Evaluate C I .P Number of Systems C L _..__._ DATE Heatln S lam CFM Senalbl LalaM CFM Sensible Heatln S m CFM Serlb Latent CFM Sensible Heatln S m CFM Senalbl Latent CFM Sensible 'TGve 6, reviewed:D'adherents 10 the .odes 'arc "Orin on is o W re 59, Total Room Leads 3, Be, lb-4Zi, O W r8 59. Total Room Loads 2,36 46p1 7,7 20,]0 o rS e),1 Total Room Loads 2X2, 61 T2,W eC I. sSLL•^'IU!iding]Permit pending Tonto a awn t1e, Return Vented Lighting rwlo ran 59, Return Vented Lighting Teb10 ue ebn W.1 Return Vented Lighting i-:j;�:�ca"'-;CITY zrI"c;es. ousut(munNgfe SD.s Return Air Duets 3, l,1 Output(BwM. so. Return Air Duets 2, t. Au ueawM. ]i. Return Air Duels tell Granting 0' 3 permit 'ased on Coolin S m Return Fan Coottn Svelte. Return Fan Ccolln S Return Fan ?; ^.50 plans shall net`e construe"to OubNm!!a 3fi, Ventilation 15, 2, MI67 Output per sysen 3fi Ventilation 14 0 y utpue par ayvam ds) Ventilation 15.aa ?ern"I 'v•nve . vio nt Of su ^pp!it able TObl Output Sheh) M' Supply Fan TONID -" ^Ca. 'JO D21 rail iresUm3d 10^Iva PPY apW labnl 36 Supply Fan rwlampm lebm) 46,7 Supply Fan '.0 a..:,i; ::.a er cancui lne xclviSons o'_-uch T°bl output Ronal 6. Supply Air Ducts a, ti7 TOolourpur(T«b) 3. Supply Air Duets 2, t, rote-outrreml 3. Supply Air Ducts Ilt ---+� _• - ToblAUlpmlawnbgfq 3t. TOTAL SYSTEM LOAD ® ® 1-!o1jllumn rig 31. TOTAL SYSTEM LOAD ® ® r«,I outputlamM1/wf0 �' TOTAL SYSTEM LOAD ® ® REVISIONS `- Total Output(•gtrtm) 3n6. Taal Output(sq.-I 38fi. TRb-tOutbulart«) 334. `. Im Alr S alum Alr S stem Alr S stem yyy LFY per syaWn 1, 11VAC EQUIPMENT SELECTION HVAC EQUIPMENT SELECTION N CFM per Sybnh 1, CFN per syr.n 1,7 Cartier 46MJH004 54, 14, 113, Lamar dBHJHW4 27, ], El Car 481LIH005 3d, 10,1 W,1 AIMow(fen) 3, Alrlbw(clm) 1, Al-term) i,T Airflow(aknlagfU t Alrflaw(clneaglq 1 airflow lchrhgN 13 ® �� alMow(ck11Rm) 44I AlrBow(afmRm) 497 Almow lerrurml a36. Total Adjusted Systemm nu<pu� ® Total Adjusted System Ou¢h ® Total AdjuseI System=0 ® erJ Oubb•Mrl%) 19. (Idluebd hrPW Deep 1 id 118 OWla Anl%) 19. Iblu+,ae la Pella omp Cmmlael P ] 59 Oubla Alr l%I ig. (geluedafa Faso prim I 101 831 (ra vows Mr(cN1NgN o TIME OF SYSTEM PEAK Jun 3 Jar t2 orate Air(crmhgfq o. TIME OF SYSTEM PEAK Jm 2 Ja,tz amiss MlanedaglU D TIME OF SYSTEM PEAT( Jun a Ja112 ® 01 Nab:wlues above hen.l am mncltlena Neb:wlesa abaw Iw�,t ARl rdbwom Note:wlw... Iwo al Am raWMor ® l� EATING SYSTEM PSYCHROMETRICS Alntraam Tam ereture.at Time of Heatln Peak EATING SYSTEM PSYCHROMETRICS Airstream Tomperawmas at Time of Heating Peak EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of He Ung Peak MOOF 60AOF 'ob.0°F 105.00F MO OF W".F 105.D°F 105.0°F MO OF EC3°F 105.00F 1052-F r/ orate a orate ar Supply Air Ducts Supply Air Ducts Supply Air Ducts C`t r orate ur J B am Heetinn Cal supply Fan t016°F H.Urr,Loa Supply Fan t .3°F 3 H-r,g Cal Supply Fen 1o4.4°F B 300D don ® 1500 elm ® 17 W canROOMS assak �eOF 70.0°F 69.3� 70.0°1 mad 70.0°F Q 0 Return Air Ducts Return Air Ducts Realm Air Ducts I PROTOTYPE , COOLING SYSTEM PSYCHROMETRICS Alrelream T Time of CoolingPealki COOLING SYSTEM PSYCHROMETRICS fAImtmamTGmoontumatT]meofCoolinaP.akI COOLING SYSTEM PSYCHROMETRICS Airstream Tem eretures at Time of Coollno Peak m Ar728°F 802188.2gF 55.0154.3 tF 5I 99.81)2.0°F n0.01661°F 55.a15aJR 55.0/51.31T 98.B/T2.0°F Im.0r60.1`k 55.OISa.3 rC 55.01613� STORE NUMBER Supply Air Duels Supply Air Ducts Supply Air Ducts i Outside Mr ogtda air oaa,aa Air - V fibt°t° COON Cet Suppl Fen 56.115d 8°F u ^g y 292 chn Goollrg Col supply Fen 56515d.9°F 325 Gm Coding-1 Supply Fen s8.515/.9°FCN 3000°tin a5S%R.H. ® 1500 cf,, 17M don SEA%R.H. #, WD PROJECT NUMBER RAIPD0007 LU A I 731183.5 of 7401631°F 155l63.6 cF 74.01 a3.t°F 75S/63E CF 76.0/83.1°F AC: Return Air Ducts Relurn Air Ducts Return Air Ducts m=.rr..s.ssw. iK w _ 1 -ARCHITECT] :._ _,_ k. -- �. � -� . Wiz,� ..,,_��., . ,,,., _ _ Y .., _ _. a a_. r. . . DWG.NO. . .... .... .SYMBOL. .�.� � � - " _ � � ,3. . v SLE E , v w. _ , � _. � �� .. ,� _r_... �tEV..1 DATE'.. -OWNER � � �� „� ` �. �. F, ARCHITECT/ ENGINEER .. 0 AOOO TITLE SHEET CB1 os-0a-o7 E3 A001 ADA GUIDELINES DRAWING I.D.NUMBER AM A002 - ADA GUIDELINES DRAWING TITLE FLOOR PLAN M CA01 CONDITIONS OF APPROVAL PC2 05-24-07 /� A SCALE: 1/4"=1'-0" E CA02 CONDITIONS OF APPROVAL PC2 05.24-07 s Pcz ,S CA03 CONDITIONS OF APPROVAL PC2 05-24-07 _ DRAWING SCALE M �. """" , CIVIL " W a #t SECTION . . . . . S-102-Al / 7M CS 'k..r---,,p»�,COVER'SHEET,ANDINDEX SECTION I.D.NUMBER PC2 ®C101 SITE IMPROVEMENT PLAN PC2 05-30-07.. N SHEET WHERE SECTION partners '-IS C102 GRADING&DRAINAGE PLAN PC2 05-30-07„> IS LOCATED I0 C104 " ``-'---"--'EROSION'CONTROL PLAN DETAIL . . . . . . . . . . . . . . 7 S-102-Al 0 C105 SITE UTILITY PLAN DETAIL I.D.NUMBER 0 C106 SITE ILLUMINATION PLAN SHEET WHERE SECTION 2852 Kelvin Avenue El C201 SITE DETAILS IS LOCATED AREA TO BE ENLARGED Irvine, CA 92614 13 C202 SITE DETAILS DETAIL(ENLARGED) . . -l� 949.753.7676 T m C203 .•., .--�--� .SITEDETAILs _ -•�� -.;� - ®C204 SITE DETAILS PC2 05.31 s-102-At 949.753.7678 F PC2 '®L101 '' -'^---1ANDSCAPE PLAN `° f �- f •••�` •�'' DETAILI.D.NUMBER ®L10 IRRIGATION PLAN \\\SHEET WHERE SECTION wdpartnerS.com p L201 LANDSCAPING DETAILS LL ELEVATION . . . . . . . . ISLOCATED m _ _ STRUCTURAL . s 102-A1 IS S002 TYPICAL STRUCTURAL NOTES CB1 OS-04-07 C0 ELEVATION I.D.NUMBER C Win onlln• 0 SHEET WHERE SECTION " �j S003- rr PICAL DETAILS" O) IS LOCATED ,r'o" ,. ., v" - � �'v°'-�`'w°�i°�idr^^`'w`"s-•`r�^•i.+'°...•.`'.f....:,�w CEILING HEIGHT ABOVE PC2 '.EI S004 STRUCTURAL DETAILS PC2 05.24-07%' L CEILING HEIGHT . . . • . 7,_1• FINISHED FLOOR a••Isna •p•ratl•n• M S101----^-----"FOUNDATIONPLAN B1 OS-Od07 40 DOOR NUMBER 6-ding •aln H s O S201 ROOF FRAMING PLAN CB1 05-04-07 U) DOOR . . . . . . . . . . . . . . . 114B DESIGNATION L t n.I El S301 STRUCTURAL DETAILS CB1 05.04-07 X ri O S401 STRUCTURAL DETAILS CB1 05 04-07 WINDOW NUMBER y IM S501 STRUCTURAL DETAILS CB1 05-04-07 N WINDOW . . . . . . . . . . . . . A��DESIGNATION Y N ° 6�` TECTURAL ARCHI "oo,og,ammzn .,:.-....-�:...,_,...� 2 T';*� �°4 FINISH MATERIAL . . . P-1 FINISH DESIGNATION 0A101 RETAIL BUILDING FLOOR PLAN CB1 05-04-07V TRIM ONLY-COMMENTS,IF APPLICABLE 0 A102 WALL AND FLOOR FINISH PLAN CB1 05-04-07 JM A103-, ,,.2EFLECTEDCEILING PLAN,.,;-• --r Wit- „ v lCB1,A5-04�7 KEYED NOTE DESIGNATION ROOF PLAN PC2 Al 04 KEYED NOTES . . . . . . . . . ON APPLICABLE SHEET P02 '1B A201 ----"---�XTERIORELEVATIONS" `05-0407j ®A202 EXTERIOR ELEVATIONS CB1 05.04-07 M ADDENDUM NUMBER 10 A401 WALL SECTIONS AND DETAILS CB1 05.04-07 REVISIONS . . . . r,, atlanta Boston Chicago COIUmbUS dallas los an eles miami Sacramento 13 A402 WALL SECTIONS CB1 05-04-07 A, ;It-REVISED AREA CLOUDED 9 9 ®A403 WALL SECTIONS CB1 05-04-07 \\ ELEVATION HEIGHT ; � �A404 WALL SECTIONS CBI 05-04-07 yr ELEVATION HEIGHT r . 00 O ___ tea."^.. �,P •�-=._� y„TM ,;:,'�°' r'�'?r", �.._ �.:cT ry x: -�, .�. _,.,� -,at._ e•, I -,^v � il �'hx„u.�:.:� r �; Q ASOt DETAILS T.O.S.< REFERENCE POINT ,. :' `DEVELOPMENT CONTACTS -; t ,....;. ti: . .,.21 It .-s.:�,, - ,, <; � ❑A502 EXTERIOR DETAILS t EQUIPMENT Apo EQUIPMENT NUMBER JB A601 a�JNTERIOR ELEVATIONS ANDWINDOW TYPES,,,rCB1:D5-04-07 DESIGNATION C? ®A602 FINISH,DOOR SCHEDULES,AND PARTITION TYPES PC2 05-24-07 1 BUILDING: WATER FIRE: Pc2 `- ` ,,; WALL LEGEND . . . . . LOW(1f2)WALL(WOOD FRAMED) CITY OF LAKE ELSINORE ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT PLUMBING iii NEW LOW PARTITION, 150 SOUTH MAIN STREET 31315 CHANEY ST. 2300 MARKET STREET 13 P1 PLUMBING FLOOR PLAN A/ RE:A•801 FOR PARTITION TYPES. 1•` LAKE ELSINORE,CA 92530 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 El P2 PLUMBING LEAD SHEET NEIN FULL HEIGHT PARTITION, (951)674.3124 (951 674-3146 XT:8427 ��; 951 955�777 MECHANICAL : �� sx.� w � r �y .,J, �-. .;;� RE:AS01 FOR PARTITION TYPES. ( ) ,y ,y��fi - ��_ - NEWEXTERIORWALL d M1 MECHANICAL FLOOR PLAN ELECTRIC: HEALTH DEPT. NATURAL GAS EI M2 MECHANICAL LEAD SHEET SOUTHERN CALIFORNIA EDISON RIVERSIDE COUNTY ENVIROMENTAL HEALTH SEMPRA UTILITIES ELECTRICAL '1'. � - 26100 MENIFEE RD. 38740 SKY CANYON DRIVE 25620 JEFFERSON AVENUE "" - �' ' -T'"° ` M E100 ELECTRICAL SITE PLAN ROMOLAND,CA 92585 MURRIETA,CA 92563 MURRIETA,CA 92562 B E101 LIGHTING PLAN CB1 05-04-07 (951)928-8206 (951)461-0284 (909)335-7558 ®E102 POWER PLAN LIJ M E302 ELECTRICAL DIAGRAMS AND SCHEDULES CB1 05-04-07 I 1 M MEP101 MEP ROOF PLAN Ail '-- ,,; ;TITLE 24 SHE S GENERAL PROJECT !VOTES .CODE INFORMATION671-1 e ®T24.1 TITLE 24 CALCULATIONS W to E1 T24.2 TITLE 24 CALCULATIONS I. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID 1. APPLICABLE CODES J CORPORATION. BUILDING:OBC 2001 FIRE:CFC 2001 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS,PRODUCTS,MANUFACTU RERS,OR CONSTRUCTION SHOWN,IMPLIED OR WRITTEN PLUMBING:CPC2001 r ACCESSIBILITY:CALDA9 IN THIS CONSTRUCTION DOCUMENTS SET MECHANICAL:CMC 2001 ENERGY:CEC 2005 AND CALIFORNIA CODE OF REGULATION,TITLE 24,PART 2,SECTION 1101E w 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS.ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT ELECTRICAL.CEC 2004 TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT.UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS INSET. 2. USE GROUP(CHAPTER 3) 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD-OUT WITH ALL FINISHES,STRUCTURAL,MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR CALIFORNIA BUILDING CODE TABLE 3A-USE GROUP INDICATED ON DRAWINGS.GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS,UNLESS NOTED OTHERWISE. 3. TYPE OF CONSTRUCTION(CHAPTER 6) Q 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BYGENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. CALIFORNIA BUILDING CODE SECTION 606 TYPE V-NON-RATED-PER TABLE 505.3 ALLOWABLE AREA 6,000 S.F. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW 4" AREA CALCULATIONS � .. DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE.ALL OLD DRAWINGS ARE TO BE MARKED VOID AND REMOVED FROM SITE AND RENDERED USELESS. 70TALBUILDING 6,105S.F. .., 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 5. ALLOWABLE BUILDING AREA 9, GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS.NO PARTIAL SET OR SHEETS REMOVED CALIFORNIA BUILDING C0 DETABLE58 .O FROM SET WILL BE PERMITTED. TYPE V-N 6,105 S.F. 10. GENERAL CONTRACTOR TO FURNISH'AS BUILT"SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD-OUT. 11. GENERAL CONTRACTOR 70 REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECT 505.3-AUTOMATIC SPRINTER SYSTEMS-BUILDING IS FULLY SPRINKLERED. ENGINEER. 6. MEANS OF EGRESS(CHAPTER 101 -//� 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB(WALLS,WINDOWS,ETC.). THIS BUILDING IS BEING PERMITTED AS A-VANILLA SHELL"FOR MULTIPLE TENANT USE.WE HAVE PROVIDED(2)EXITS AND A UNISEX RESTROOM FOR EACH U) 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS,INCLUDING ALL BLOCKING FOR GRAB BARS,SHELVES,AND ANY ALL OTHER WALL OR SPACE.THIS MEETS OR EXCEEDS CODE, LIJ CEILING MOUNTED ITEMS. 7. ACCESSIBILITY(CHAPTER 111 APPROVED 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD-OUT. THESE PLANS CONFORM WITH"THE AMERICANS WITH DISABILITIES ACT-. FOR PERMIT ISSUANCE 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL,LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH ACOMPLETED JOB ALL IN 8. PLUMBING Fl%TURE CALCULATIONS (TOTAL OCCUPANCY(TABLE A•29•AI TT FAZEKAS&ASSOCIATES,INC. ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. WATER CLOSTES LAVATORIES J`s% DATE 6 ffla'?16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL TYPEOFBUILDING (FIXTURES PERPERSONS) (FIXTURES PER PERSONS) -.,m have nrevie'd for adherence to the CONSTRUCTION,PLUMBING,ELECTRICAL AND HVAC. MALE FEMALE MALE FEMALE codes and ordi narce. Authorization is 17. LOCATION OF EQUIPMENT AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G.C. GROUPM 'aetl to Issue a building permit pending THE GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER RETAILOR WHOLESALE STORES L1-50 1:1-50 ONE FOR EACH TWO WATER CLOSETS. all applicable City agencios. SUBCONTRACTORS, nce or granting cr a permit based on 18. DRAWINGS INDICATE THE MINIMUM STANDARDS,BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES,LAWS,CODES,RULES OR 'iheSO plans shall not be construed to THE approve any violati(m of the applicable WITH SUCH ORDINANCE,LAWS, WORK,RULE OR REGULATIONS SHALLNO IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE y._ ;,• ordnance. No,m,t prasumed to give c 'T WITH SUCH ORDINANCES,LAWS,CODES,RULES OR REGULATIONS WITH NO INCREASE IN COSTS. o;; >vio a e or cancei me provisions of such :SITE VICINITY7MAP 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C.AND ALL APPLICABLE SUBCONTRACTORS FOR ANYCONDITION PER -d 3snq:oe valid _ -' MANUFACTURERS RECOMMENDATIONS. -. .x 20. ANYAND ALL ERRORS,DISCREPANCIES AND-MISSED'ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF RITE AID DURING THE BIDDING PROCESS BY THE GENERAL CONTRACTOR.ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. PIERCE AVP 21. GENERAL CONTRACTOR ISTO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THETIMEJOB ISAWARDED UNTIL ALL WORK IS COMPLETED ANDAOCEPTED BY THE OWNER. �5 F� 22. CONSTRUCTION 70 BE INSTALLED LEVEL,PLUMB,TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION.POORLY INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. Z d ti Q DEFERRED SUBMITTAL FOR THE ROOF TRUSS JOIST Q . SMITHgy� ;10I `f OF LAKE ELSINORE ��9F UILDINv DIVISION m for SITE �� f 5 PE.D €IT#_�2' _26' ISSUE DATES }� VSTORE NUMBER - A ego 0 PERMIT SUBMITTAL 03-26-07 D ARC STORE V.1 ,,.x„ �NSE H/T J. WD PROJECT NUMBER � CHRIS ER �r 1 , B BID ISSUE 04-06-07 �° °I �✓��`�"` we � IM 1ST BLDG RESUBMITTAL 04-30-07 D,DEs+SCHLAG RA1PD0001 * / C-23209 �Q� oties F 0 CHANGE BULLETIN 1B 05-04-07 y Qua'2'olr �F� °9i` El 2ND BLDG RESUBMITTAL 05-24-07 wry RAOOO ^Oi ❑ - - "OF CAIAFWP ' r� x„ ux - wxxx.,,,,x ,,,x„ :,,,. �. ...... ......n.. �,x,x,� „xx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ELEMENT is ACCESSIBLE ROUTE-EXTERIOR ELEMENT 3:CURB RAMPS ELEMENT 7:STAIRS ELEMENT 9:PLATFORM LIFTS ELEMENT 11:DRINKING FOUNTAINS �.x M 4.72 4.82 4.16(3XA) SLOPE 4.1.3(5) EXCEP.4 4.11(3XG) WHERE PERMITTED III 4.1.21 WHERE REQUIRED 4.4.1 PROTRUDING OBJECTS 4.13(4) WHEN APPLICABLE 4.1.3(10XA) WHERE APPLICABLE partners () LEAST POSSIBLE SLOPE SHALL BE USED N AHE BOUNDARY ONE DARYOF HE SITE FROM THE COMPLYING WITH THIASTO AN BE PROVIDE WITHIN ACCESSIBLE EXTERIOR OF FVERTICAL ACCESS COMPLY LY WITH SECT ELEVATOR, OR OTHER PLATFORM LIFTS COMPLYING FOLLOWING SECTION AND STATE AND LOCAL CODES ARE MAXIMUMSLPE:1:12 OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BE7lNEEN 2TRD80'Al30VE THE ACCESSIBLE MEANSPVERTICAL ACCESS SHALL COMPLY WITH THIS SECTION. PERMITTED ONLY UNDER THEFOLLOWWGCORDIDONS: WHERE ONLY ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED PER FLOOR ACCESSIBLE THEBWNDARYPTHE SITE FROM THE FOLLOWING AREAS TO AN ACCESSIBLE BUILDING TRANSITIONS SHALL BE RUSH AND FREE OF ABRUPT CHANGES. FINISHED FLOOR SHALL PROTRUDE NO MORE THAN CINTO WALKS OR CORRIDORS. DRINKING FACILITIES SHALL BE PROVIDED FOR BOTH WHEELCHAIR USERS AND FOR PERSONS WHO HAVE = 2852 Kelvin Avenue ENTRANCE A.TO PROVIDE AN ACCESSIBLE ROUTE TO A PERFORMING AREA IN AN ASSEMBLY MAXIMUM SURFACES:1:20. OBJECTS AMOUNT. LEADING EDGES AT ABOVE THE 4.92 TREADS AND RISERS OCCUPANCY. DIFFICULTY STOOPING FOUNTAIN, NTAIN,BENDING.THSMAY S:ACCOMPLISHED AND THE STANDARD HEGMEANS: 949.7 CA 92614 PUBLIC TRANSPORTATIONPARKING SPACES FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. ALL STEPS ORAFLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND TREAD WIDTHS. PROVIDINGA"HALOFOUNTAIN,WITH SPOUTS ATWHEELCHAIR AND STANDARD HEIGHT; -€_ 849.753.7676T B.i0 COMPLY WITH WHEELCHAIR VIEWING POSITION LINE#SIGHTAND DISPERSION ACCESSIBLE PARKING SPACES ALTEAATIONSIEXISTING CORDDONS: FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12'MAXIMUM FROM MINIMUM TREAD DEPTH SHALL BE 11',MEASURED FROM RISER TO RISER(NOT INCLUDING PROVIDING AN ACCESSIBLE DRINKING FOUNTAIN COMPLYING WITH THIS SECTION AND A WATER 949.753.7878 F PASSENGER LOADING ZONE,IF PROVIDED REQUIREMENTS. WHERE SPACE LIMITATION PROHIBIT USE OF 1:12 RAMP,FOLLOWING SLOPES RE ACCEPTABLE: 2T TO BO'ROVE THE FINISHED FLOOR OR GROUND. NOSING). OPEN RISERS RE NOT PERMITTED. C.TO PROVIDE ACCESS TO INCIDENTAL OCCUPIABLE SPACES WHICH ARE NOT PEN TO COOLER; PUBLIC STREETSRDSDEWALKS MAX.RISEOFF:1:10TO1:12SLOPE PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR 4.9.3 NOSINGS THE GENERAL PUBLIC AND WHICH HOUSE NO MORE THAN FIVE PERSONS IIE. BY OTHER MEANS PROVIDING ACCESSIBILITY FOR EACH GROUP. wdparners.com MAX.RISE OF 3":1:8 TO i:10 SLOPE MANEUVERING SPACE, UNDERSIDES OF NOSING$SHALL NOT BE ABRUPT. EQUIPMENT CONTROL ROOMS,PROJECTION BOOTHS 4,11(2) WHEREREQUIRED SLOPE GREATER THAN 1:81S PROHIBITED. RADIUS OF CURVATURE AT LEADING TREAD EDGE SHALL NOT EXCEED IT. D.TO PROVIDE ACCESS WHERE EXISTING SITE CONSTRAINTS OR OTHER CONSTRAINTS 4.1.3(10XB) WHEREREOUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE 4.2.4 CLEAR FLOOR SPACE RISERS SHALL BE SLOPED OR UNDERSIDE OF NOSING SHALL HAVER ANGLE NOT LESS THAN 60. MAKE USE OF ARAMP ORRELEVATOR INFEASIBLE. IFMORE THAN ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED ON A FLOOR,50%OF THOSE BUILDINGS.ACCESSIBLE FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE 4.7.3 CLEAR WIDTH THE MINIMUM CLEAR FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE,STATIONARY NOSINGS SHALL PROJECT NO MORE THAN MIT. PROVIDED SHALL COMPLY WITH THIS SECTION AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE.(IF Atlanta ON THE SAME SITE. MINIMUM:36' WHEELCHAIR IS 30"BY 48",AND MAY BE POSITIONED FOR EITHER A FORWARD OR PARALLEL 4,11.2 OTHER REQUIREMENTS AN WDNUMBER OFFWNTAINS IS PROVIDED,THE 50%FIGURE CAN BE ROUNDED DOWN TO APPROACH. 4.9.4 HANDRAILS Boston 4.31(1) LOCATION 4.7.4,4.5 SURFACE PLATFORM LIFTS SHALL COMPLY WITH ASMEIANSI At7.1 SAFETY CODE FOR ELEVATORS AND DETERMINE THE REWIRED NUMBER OF ACCESSIBLE FOUNTAINS.) a L THE ACCESSIBLE ROUTE SHALL,TO THE MAXIMUM EXTENT FEASIBLE,COINCIDE WITH THE ROUTE SHALL BE FIRM,STABLE,AND SLIP-RESISTANT. IFAFORWARDARPROACH CLEAR FLOOR SPACE E7(TENDS MORE THAN 24'INTOAN PLCOVE,THE REQUIRED ON BOTH SIDES OF ALL STAIRS. ESCALATORS,SECTION%X,1990. L T, Chicago FOR THE ACCESSIBLE ROUBLIC. MINIMUM ALCOVE WIDTH SHALL BE 36". INSIDE RAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS. 4A5.2 SPOUT HEIGHT - Columbus 4.7.5 SIDES IFAPARALLEL APPROACHED CLEAR FLOOR SPACE EXTENDS MORE THAN IFINTOAN ALCOVE, WHERE NOT CONTINUOUS,HANDRAIL EXTENSIONS SHALL BE PROVIDED AS FOLLOWS: 4.11.3 ENTRANCE SPOLRSSHALLBE NO HIGHER THAN W,MEASURED FROM THE FLOOR OR GROUND SURFACE TO THE Dallas 4.3.3 WIDTH IF LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE RAMP,THE SIDES OF THE RAMP SHALL MINIMUM ALCOVE LENGTH SHALL BE 60'. TOP OF STAIR FLIGHTS:PARALLEL 70 FLOOR,I7 MINIMUM BEYOND TOP RISER NOSING. LIFTS STALL FACILITATE UNASSISTED ENTRY, EXIT. SPOUTOUILET. _ Los Angeles MINIMUM CLEAR WIDTH:3V(EXCEPT AS ALLOWED AT DOORS) BE FLARED,WITH A MAXIMUM SLOPE OF 1:10. 4.2.5 REACH RANGES BOTTOM OF STAIR FLIGHTS:CONTINUE SLOPING FOR ONE TREAD WIDTH BEYOND BOTTOM RISER, 4.2.4.1 CLEAR FLOOR SPACE Miami IF THE WIDTH OF THE WALKING SURFACE AT THE TOP OFTHE RAMP IS LESS THAN 4F WIDE, IF A CLEAR FLOOR SPACE ALLOWS ONLY A FORWARD APPROACH,THE MAXIMUM HIGH FORWARD REACH PLUS IT MINIMUM PARALLEL TO FLOOR. MINIMUM 30'BY4FSPACE IS REQUIRED FOR A SINGLE WHEELCHAIR, 4.15.3 SPOUT LOCATION Sacramento 4.3.3 WIDTH OF TURNS THE FLARED SIDES SHALL HAVE A MAXIMUM SLOPE OF 1:12. SHALL BE 48'. SPOUTS SHALL BE LOCATED AT THE FRONT OF THE UNIT AND SHALL DIRECT THE WATER FLOW IN 38'CLEAR WIDTH B PERMITTED FOR A 90 TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY'WALK THE MINIMUM LOW FORWARD REACH SHALL BE I5'. HEIGHi.34'SB',MEASURED FROM STAIR NOSING. 4.242 MANEUVERING CLEARANCE TRAJECTORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. G'. ACROSS THE RAMP. IF THE HIGH FORWARD REACH IS OVER R OBSTRUCTION,THE FOLLOWING CONDITIONS SHALL BE MET: CLEAR ROOK SPACE BETWEEN RAIL AND ANY WALL SHALL 8E 1-17. THE PLATFORM LIFT SHALL PROVIDE MANEUVERING CLEARANCES AS REWIRED FOR ALCOVES ON THE THE SPOUT SHALL PROVIDE A FLOW P WATER AT LEAST CHIGH. CLEAR WIDTH WITH TURNS AROUND R OBSTRUCTION LESS THAN 48'WIDE SHALL BE 42' KNEE SPACE BELOW OBSTRUCTION SHALL EQUAL OR EXCEED REACH LENGTH REQUIRED ABOVE THE OBSTRUCTION. GRIPPING SURFACES SHALL BE UNINTERRUPTED BY NEWEL POSTS,OTHER CONSTRUCTION ELEMENTS,OR ACCESSIBLE ROUTE. IF THE FOUNTAIN HAS A ROUND OR OVAL BOWL,THE SPOUT MUST BE POSITIONED SOTS FLOW OF 4.7.6 BUILT-UP CURB RAMPS OBSTRUCTIONS. - MINIMUM,WITH 4F MINIMUM WIDTH AT TURN. WATER S WITHIN TOP THE FRONT EDGE P THE FOUNTAIN. SHALL BE LOCATED 50 THEY DO NOT PROJECT INTO TRAFFIC LANES. IF THE OBSTRUCTION IS LESS THAN ZO'DEEP,THE MAXIMUM HIGH FORWARD REACH SHALL BE 46'. 4.5.1 FLOP SURFACE ENDS SHALL BE ROUNDED,OR RETURNED SMOOTHLY TO FLOOR,WALL,OR POST. 4.34 PARSING SPACE q,7.7 4.292 DETECTABLE WARNINGS IF THE OBSTRUCTION IS 2D25'DEEP,THE MAXIMUM HIGH FORWARD REACH SHALL BE 44'. SHALL BE STABLE,FIRM,AND SLIP-RESISTANT.(IF CARPETED,REFER TO REQUIREMENTS UNDER 4.15.4 CONTROLS IFANACCESSIBLE ROUTE IS LESS THAN 6T WIDE,PASSINGSPACESAREREOUIREDAT REQUIRED FOR FULL WIDTH AND DEPTH OF RAMP. IF THE CLEAR FLOOR SPACE ALLOWSAPAPALLEL APPROACH,THE MAXIMUM HIGH SIDE REACH SHALL BE W. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS ELEMENT 5:ACCESSIBLE ROUTE) UNNCONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. -_ M4XIMUM200'INTERVALS.PASSING SPACE MAY BE EITHERA60"X80'SPACE, SURFACE SHILL CONSIST PRAISED TRUNCATED DOMES WITH FOLLOWING FEATURES: THE MINIMUM LOW SIDE REACH SHALL BE 9'. 4.26.2 HANDRAIL$ 4.11.2 4.271 CONTROLS AND OPERATING MECHANISMS OR A T-INTERSECTION OFTWO WALKS OR CORRIDORS. DIAMETER:0.9'NOMINAL IF THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE FOLLOWING CDNDITIONS SHALL BE MET: DIAMETER OR WIDTH OFGRIPPING SURFACE SHALL BE I-11VT014@",OR SHALL PROVIDE AN 4.27.4 OPERATION EQUIVALENT GRIPPING SURFACE. CLEAR FLOOR SPACE ALLOWING A PROPER FORWARD OR PARALLEL WHEELCHAR APPROACH TO ALL CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,K HEIGHT:TO OBSTRUCTION SHALL BE M"MAXIMUM IN HEIGNT,24"IN DEPTH,MAXIMUMHIGH SIDE REACH SHALL BE 46. K I, 4.3.5 4.4.2 HEADROOM CENTER TO CENTER SPACING.235'NOMINAL CONTROLS IS REQUIRED. OR TWISTING OF THE WRIST. MINIMUM CLEAR HEADROOM 00' THE SURFACE SHALL CONTRACT VISUALLY WITH ADJOINING SURFACES. 4.1.31131 4.27 CONTROLS AND OPERATING MECHANISMS MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS YDEEP MAXIMUM AND EXTENDS HEIGHTS PERMITTED: THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. IF VERTDALCLEARRCEP AN AREA ADJOININGRACCESSIBLE ROUTE IS REDUCED TO LESS ALL OLSRDPERATING MECHANISMS IN ACCESSIBLE SPACES,ALONG ACCESSIBLE ROUTES, 18'MINIMUM ABOVE THE TOP P THE HANDRAIL. - THE MATERIAL PROVIDING CONTRACT SHALL BE AN INTEGRAL PART OF THE WALKING FORWARD REACH:MINIMUM 15',MAXIMUM 4F - THAN V,A BARRIER SHALL BE PROVIDED. AND AS PARTS OF ACCESSIBLE ELEMENTS,SHALL COMPLY WITH THE FOLLOWING: 4.26ASURFACE. RAILS HANDRAILS SIDE REACH:IS OVER AN OBSTRUCTION, 54' 1.1W CLEARANCES 1.CLEAR ROOK SPACE SHALL BE PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH. RAILS AND ADJACENT SURFACES SHALL BE FREE P ABRASIVE OR SHARP ELEMENTS. (IF REACH IS OVER R OBSTRUCTION,REFER TO REQUIREMENTS UNDER ELEMENT 5:ACCESSIBLE 1.WELL AND POST MOUNTED CANTILEVERED FOUNTAINS SHALL HAVE CLEAR KNEE SPACE AS :I 4.3.7 SLOPE 4.78 OBSTRUCTIONS 2.HEDHTSOF ALL COMMUNICATIONS PORTIONS SHALLCOMPLY WITH ON SHALL ABOVE. EDGES SHALL HAVE A MINIMUM RADIUS OF IS'. ROUTE.) FOLLOWS, RUNNING SLOPE SHALL NOT EXCEED 1:20.(IE SLOPE EXCEEDS 1:20,REFER TO RAMPS OR SHALL BE LOCATED TO PREVENT OBSTRUCTION BY PARKED VEHICLES. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHPLI BE 15" 'CURB RAMPS'SECTION) MINIMUM ABOVE THE FLOP. 4.9.8 OUTDOOR CONDITIONS MECHANISMS MINIMUM 2T HIGH(FROM APRON BOTTOM TO FLOP),MINIMUM 30'WIDE,AND IT CROSSSLOPE SHALL NOT EXCEED 1:502%. 4.7.9 LOCATION AT MARI(1=D CROSSINGS 1.SHALL BE OPERABLE WITH ONE HAND. 49"DEEP. ( ) IF AT MARKED CROSSING,SHALL BE FULLY CONTAINED WITHIN MARKED AREA,EXCLUDING FLARED EXCEPTION:THE HEIGHT REQUIREMENTS DO NOT APPLY WHERE THE USE OF OUTDOOR STAIRS RD THEIR APPROACHES$HALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE 2.SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. AMINIMUM 30"BY 48'CLEAR FLOOR SPACE ALLOWING FORWARD APPROACH TO THE SIDES. SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL AND ON WALKING SURFACES. 3.MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE 5 LBF. UNIT SHALL ALSO BE PROVIDED. 4S.B 1.5.2 CHANGES INLEVEL COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY UP To REQUIRES NO EDGE TREATMENT(VERTICAL EDGE PERMITTED). 4.7.To DIAGONAL CURB RAMPS BUILDING OCCUPANTS. 2.FREE-STANDING OR BUILT-IN UNITS NOT HAVING KNEE SPACE SHALL HAVE 1W TO It?:EDGE SHALL BE BEVELED WITH ASLOP NO GREATER THAN II. WITH RETURNED CURB,MUST BE PARALLEL TO PEDESTRIAN FLOW. 3.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND ELEMENT 8:ELEVATORS MINIMUM 30"BY4T CLEAR FLOOR SPACE ALLOWING A PARALLEL APPROACH TO THE UNIT. GREATER THAN ET:REQUIRES CURB RAMP,RAMP,ELEVATOR,OR PLATFORM LIFT. IFAT MARKED CROSSING,MINIMUM 4F WIDE AREA AT BOTTOM OF RAMP SHALL BE SHALL NOT REWIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. ELEMENT 10:DOORS 4.10.1 GENERAL IT19' 30"MIN. 30"MIN. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. CONTAINED WITHIN AT LEAST CROSSING. 4.THE FORCE REQUIRED TO ACTIVATE CONTROLS SMALL BE NO GREATER THAN 51SF. ELEVATORS SHALL COMPLY WITH ASMEANSI A17.1-1990,SAFETY CODE FOR ELEVATORS AND 4.1.3(7) WHEREAPPLICABLE J„, IF FLARED SIDES,AT LFAST24"P STRAIGHT CURB REQUIRED WITHIN CROSSING AREA.J 4.1.3I9) 4.1 B 1)(G) 4.310 MEANS OF EGRESS ESCALATORS.4.3.8 45 GROUNDAND FLOP SURFACES AT EACH ACCESSIBLE ENTRANCE TOABUILDING OR FACILITY,AT LEAST ONEDWRSHdLL COMPLY WITH � � � a 4.7.11 ISLANDS IN BUILDINGS OR FACILITIES,OR OF BUILDINGS RDFACILITIES,REQUIRED TO BE ACCESSIBLE, FREIGHT ELEVATORS SHALL NOT BE CONSIDERED AS MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE FIRM,STABLE AND SLOP-RESISTANT.(IF IS USED,REFER TO REQUIREMENTS ANY RAISED ISLANDS IN CROSSING SHALL EITHER BE CUT THROUGH LEVEL WITH THE STREET, ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS REQUIRED FOR EXITS UNLESS THE ONLY ELEVATORS PROVIDED ARE USED AS COMBINATION PASSENGER AND FREIGHT THIS SECTION. z n UNDER ELEMENTS:ACOESSSLE ROUTE). WITHIN A BUILGNG OR FACILITY,AT LEAST ONE DOOR AT EACH ACCESSIBLE SPACE SHALL COMPLY WITH SHALL HAVE CURB RAMPS EACH SIDE,WITH MINIMUM 48'LONG LEVEL AREA BETWEEN. BY LOCAL BUILDING4IFE SAFETY REGULATIONS. ELEVATORS FOR THE PUBLIC AND EMPLOYEES. THIS SECTION. � I 429 DETECTABLE WARNINGS ACCESSIBLE ROUTES SERVING ANY SPACE OR ELEMENT SHALL ALSO SERVE AS A MEANS OF EGRESS 4A0.2 AUTOMATIC OPERATION s 4 � 2 & I JCJ - nixwsaa�sxu FOR EMERGENCIES P CONNECT TO AN ACCESSIBLE AREA OF RESCUE ASSISTANCE. EACH DOOR THAT IS AN ELEMENT OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THIS SECTION. ;8 - ATHAIARDODS VEHICULAR ARE$.IFA WALK CROSSES OR ADJOINSA VEHICULAR WAY,AND ELEVATOR OPERATION SHALL BE AUTOMATIC. r J L THE WALKING SURFACES ARE NOT SEPARATED BY CURBS,RAILINGS,OR OTHER ELEMENTS ' rsx 1. WHERE A REQUIRED EXIT FROM R OCCUPIABLE LEVEL ABOVE OR BELOW LEVEL OR ACCESSIBLE EACH CAR SHALL HAVE A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO FLOOR EACH DOOR SERVING AS PART OF R ACCESSIBLE MEANS P EGRESS OR CONNECTING TO AN AREA BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS,THE BOUNDARY BETWEEN THE FLEAS ` .r EXIT DISCHARGE IS NOT ACCESSIBLE,AN AREA OF RESCUE ASSISTANCE SHALL BE PROVIDED ON EACH LANDING WITHIN ATOLERANCE OF TIT UNDER RATED LOADING ANDZERO LOADING CONDITIONS. RESCUE ASSISTANCE SHALL COMPLY WITH THIS SECTION. z _ rxisissn 1: s°E LEVEL(IN A NUMBER EQUAL70 THAT OF INACCESSIBLE REQUIRED EXITS). EXCEPTION:THIS REQUIREMENT DOES NOTAPPLY TO EXISTING BUILDIHIGSORPLTERATIONS. & 4'M4X SHALL BE DEFINED BY CONTINUOUS DETECTABLE WARNING 36'WIDE,COMPLYING WITH THE THIS SELF-LEVELING FEATURE SHALL BE AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE b, - REQUIREMENTSBELOW. nex rs r�rvam AREAS OF RESCUE ASSISTANCE SHALL COMPLY WITH REQUIREMENTS LISTED BELOW. AND SHALL CORRECT FOR UNDERTRAVEL AND OVERTRAVEL. 4.13.2 REVOLVING DOORS AND TURNSTILES 8"MI 6 :I AT REFLECTING POOLS.THE EDGES OF REFLECTING POOLS NOT PROTECTED BY RAILINGS, 8°�s1LLN0iEX0 ncnaiewuwwn EXCEPTION:A HORIZONTAL EXIT,MEETING THE REQUIREMENTS OF LOCAL BUILDING4IFE SAFETY WALLS,ORCURBS,SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH THE REQUIREMENTS REGULATIONS,SHALL SATISFY THE REQUIREMENT FOR AN AREA OF RESCUE ASSISTANCE. 4.10.3 HALL CALL BUTTONS flfVWVINGDWRS OR TURNSTILES SHALL NOT BE THE ONLY MEANSPPASSAGE AT AN ACCESSIBLE X - EXCEP710N:AREAS OF RESCUE ASSISTANCE ARE NOT REQUIRED IN BUILDINGS OR FACILITIES SHALL BE CENTERED 4T ABOVE FLOOR. ENTRANCE P ALONG R ACCESSIBLE ROUTE. DETAIL 11.1 DETAIL 111 DETAL 11.3 BELOW. SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN CALL IS REGISTERED AND ANSWERED. AN ACCESSIBLE GATE OR DOOR SHALL BE PROVIDED ADJACENT TO THE TURNSTILE P REVOLVING a DETECTABLE WARNINGS.SURFACE SHALL CONSIST P A RAISED TRUNCATED DOMES WITH 'M( HAVING A SUPERVISED AUTOMATIC SPRINKLER SYSTEM, MINIMUM SIZE:TV IN THE SMALLEST DIMENSION. DOOR AND SHALL FACILITATE THE SAME USE PATTERN. a THE FOLLOWING FEATURES: 'UP^BUTTONSHALLSE ABOVE^WWN'BUTTON, ELEMENT 12:TOILET ROOMS AND BATHROOMS IT DIAMETER:0.9'NOMINAL 48.11 AREAS OF RESCUE ASSISTANCE BUTTONS SHALL BE RAISED OR FLUSH. 4.13.3 GATES H HEIGHT,OT NOMINAL LOCATION AND CONSTRUCTION:AN AREA OF RESCUE ASSISTANCE SHALL BE ONE OF THE OBJECTS MOUNTED BENEATH BUTTONS SHALL NOT PROJECT MORE THAN4'FROM THE WALL. GATES,INCLUDING TICKET GATES SHALL COMPLY WITH ALLRPLICABLE PORTIONS OFTHIS SEC710H 4.IA6) WHERE REWIRED THE SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. FOLLOWING: 1.54 GRATINGS DETAIL31 S.NPCRT�AII OF NGTNBWNY U`1L(wIG'Nm%NGw'SyROC4 EHCLwR& Np,L,%r AMA V&LLA1k%PALC 4.13.4 DOUBLE-LEAF DOORWAYS IFTOILET FACILITIES REPROVIDED ONASITE,THEN EACH SUCH PUBLIC OR COMMON USE TOILET WITH LOCAL REQUIREMENTS). AVISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE IF DOORWAYS HAVE TWOINDEPENDEFITY OPERATED DOOR LEAVES,THEN AT LEAST ONE LEAF SHALL FM:ILIIY SHt4LL C(1MRr wIIH THS SECIIIIN. FGRATNGS ARE LOCATED IN WALKING SURFACES,THEN THEY SHALL HAVE SPACES NO GREATER 2.A PORTION OF AN EXTERIOR EXIT BALCONY(COMPLYING WITH LOCAL REQUIREMENTS) WHICH CAR IS ANSWERING A CALL. COMPLY WITH THIS SECTION,THAT LEAF SHALL BE R ACTIVE LEAF. IF BATHING FACILITIES RE PROVIDED ON ASITE,THEN EACH SUCH PUBLIC OR COMMON USE 11 THAN 1.2'WIDE INN ONE DIRECTION. 10 BATHING FACILITY SHALL COMPLY WITH THIS SECTION. LOCATED IMMEDIATELY ADJACENT TO AN EXIT STAIRWAY.OPENINGS T07HE INTERIOR P AUDIBLE SIGNALS SHALL SOUND ONCE FOR'UP',TWICE FOR*DOWN'.P SHALL HAVE VERBAL IFGRATINGS RAVE ELONGATED OPENINGS,THEN THEY SHALL BE PLACED$0 THAT THE LONG 4,135 4.3.3 4.16I3)(I)VII CLEAR WIDTH FOR SINGLE USER PORTABLE TOILET OR BATHING UNITS CLUSTERED AT A SINGLE LOCATION,AT LEAST THE BUILDING LOCATED WITHIN 2O PTHE AREA OF RESCUE ASSISTANCE SHALL BE ANNUNCIATORS THAT SAY'UP OR*DOWN'. DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. DOORWAYS SHALL PROVIDE A CLEAR OPENING EEN THE FACE THE DOOR OPEN. 5%,BUT NOT LESS THAN TOILETUNOOR BATHING UNIT SHALL BE PROVIDED ATEACHILITY. R. ELEMENTS:ENTRANCES PROTEC1EDWffHfIREASSEMBLIESHAVINGA3i4NOURFIREPROTECTIORRATING. VISIBLE$DNALSSHALL HAVE THE FOLLOWING FEATURES: CLEAR OPENNGSSHALL BE MEASURED BETWEENTHEFACEOF THE DOOR AND STOP. ACCESSIBLE UNITS SHALL BEIDENTIFIEDBY THE INTERNATIONAL SYMBOL PACCESSIBILITY. 3.A PORTION OF A 1 HOUR FIRE-RESISTIVE CORRIDOR(COMPLYING WITH LOCAL 1.FIXTURES SHALL BE MOUNTED WITH CENTERLINE AT LEAST77 ABOVE THE LOBBY OBJEC 4JE ROMW LLS WITJECT OPENINGS MORE THAN 24'IN DEPTH SHALL PROVIDE A CLEAR OPENING P36'MINIMUM. EXCEPTION:PORTABLE TOILET FACILITIES AT CONSTRUCTION SIRES USED EXCLUSIVELY BY 4.1.3(8)MBE MINIMUM NUMBER REQUIREMENTS)LOCATEDEMEDIATELY LY ADJADJACENTCENT TORT IT ENCLOSURE FLOOR. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN Zr AND 80"ABOVE EXCEPTION:DOORS NOT REQUIRING FULL USER PASSAGE,SUCH AS SHALLOWCLOSETS,SHALL HAVE CONSTRUCWNPERSONNELRENOT REQUIR®TOCOMPLY. THE NUMBER OF ACCESSIBLE ENTRANCES SHALL BE EQUIVALENT TO THE NUMBER OF EXITS REQUIRED 4.AVESTIBULE LOCATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE AND 2.VISUAL ELEMENTS SHALL BE AT LEAST2-1R"IN THESMALLEST DIMENSION. W O THE FINISHED FLOP SHALL PROTRUDE IT MORE THAN IN INTO WALKS OR CORRIDORS. A CLEAR OPENING P 20'MINIMUM. '+ OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES ATOR BELOW 2T ABOVE BY THE APPLICABLE BUILDINGWIRE CODE.)EXAMPLE:IFABUIWING IS BEING DESIGNED WITH CONSTRUCTED TO THE SAME FIRE-RESISTIVE STANDARDS AS REQUIRED FOR CORRIDORS 3.SIGNALS SHALL BE VISIBLE FROM THE VICINITY OF TIE HALL CALL BUTTON. 4.13(11) 1,1.8(3XE) 4.1.7(3XC) WHERE REQUIRED ICI M PUBLIC ENTRANCES,AND 4 EXITS ARE REQUIRED BY LOCAL CODE,THEN AT LEAST4 P THE PUBLIC AND OPENINGS THE FINISHED FLOP MAY PROTRUDEANYAMOUNT. ALTERATION EXISTING CONDITIONS: IF TOILET ROOMSARE PROVIDED,THEN EACH PUBLIC OR COMMON USE TOILET ROOM SHALL COMPLY FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHAND I2"MAXIMUM ENTRANCES MUST BE ACCESSIBLE.NOTE:THIS SECTION DOES NOT REQUIRE AN INCREASE IN THE 5.APORTION OF ASTAIRWAY LANDING WITHIN R EXIT ENCLOSURE WHICH IS VENTED INCAR LANTERNS,CONFORMING WITH THE ABOVE REQUIREMENTS,SHALL BE ACCEPTABLE. WHERERSTECHNIC4LLY INFEASIBLE TO COMPLY WITH CLEAR OPENING REQUIREMENTS,A WITH TUTS SECTION. FROM 27'TO8V ABOVE THE FlNISHED FLOOR P GROUND. PLANNED NUMBER P ENTRANCES TO A BUILDING:E.G.IF A BUILDING IS BEING DESIGNED WITH TO THE EXTERIOR AND IS SEPARATED FROM THE INTERIOR OF THE BUILDING WITH NOT N G 3PUBUC ENTRANCES,ANDSE%IT$ARE REWIRED BY LOCAL CODE,A ALL ENTRANCES MUST LESS THANIHOUR FIRE RESIST VE DOORS. 4,10.5 4.30A CHARACTERS ON HOISTWAY ENTRANCES MAXIMUM PROJECTION OF 5B`SHALL BE PERMITTED FOR THE LATCH SIDE STOP(REDUCING THE OTHER TOILET ROOMS PROVIDED FOR THE SPECIFIC USE OF OCCUPANTS OF SPECIFIC SPACES(E.G.A G,j w PROTRUDING OBJECTS HALLNOT REDUCE THE REWIRED CLEAR WIDTH P AN ACCESSIBLE ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVE RAISEDROBRAILLE FLOOR DESIGNATIONS PROVIDED REWIRED CLEAR PENINGT031818"MINIMUM). PRIVATE TOILET ROOM FORA PRIVATE OFFICE)SHALL BE ADAPTABLE.(ROOM WILL NEED TO BE ROUTE ORMREUVERING SPACE. BE ACCESSIBLE,BIITAFOURTH ACCESSIBLE ENTRANCE NEED NOT BE ADDED) 6.WHEN APPROVED BY THE APPROPRIATE LOCAL AIITHORITY,RARE40R ROOM WHICH ON BOTH JAMBS. CAPABLE OF COMPLYING WITH THIS SECTION.) IS SEPARATED FROM OTHER PORTIONS OF THE BUILDING BY A SMOKE BARRIER. 4.13.6 MANEUVERING CLEARANCES � 4.1.3(BKAXIA) WHEREREQUIRED SMOKE BARRIERS SHALL HAVE A FIRE-RESISTIVE RATING OF NOT LESS THAN I HOUR AND CHARACTERS SHALL BE CENTERED 60"ABOVE FINISH FLOOR. IF BATHING ROOMS ARE PROVIDED,THEN EACH SUCH PUBLIC RD COMMON USEBATHROOM _ SHALL COMPLETELY ENCLOSE THE AREA OR ROOM.DOORS IN THE SMOKE BARRIER CHARACTERS SHALL BE T HIGH,RAISED I OT,UPPER CASE,SANS SERIF OR SIMPLE SERIF TYPE, THE FOLLOWING MANEUVERING CLEARANCES,IN ADDITION TO DOORWAY WIDTH,ARE REQUIRED AT SHALL COMPLY WITH THIS SECTION. uj 0 '� 's AN ACCESSIBLE ENTRANCE SHALL BE PROVIDED TO EACH TENANCY INA FACILITY(E.G.INDIVDUAL SHALLBETIGHT-FITTING SMOKE ANO DRAFT CONTROL ASSEMBLIES HAVINGAFIRE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. SWINGING DOORS THAT ARE NOT AUTOMATIC OR POWER-ASSISTED(ALL DIMENSIONS ARE MINIMUM): 4211 LOCATION Q N V s 2 STORES IN A STRIP SHOPPING CENTER) 1.FRONT APPROACH TO PULL SIDE:IFBEYOND LATCH SIDE P DOOR,fiO' - .PROTECTION RATING OF NOT LESS THAN 20 MINUTES AND SHALL BE SELF-OR 4.10.E 4.1.6(3)(0 DOOR PROTECTIVE AND REOPENING DEVICE ACCESSIBLE TOILET ROOMS AND BATHROOMS SHALL BEONAN ACCESSIBLE ROUTE. J O 4.E3I8)(BX0 WHERE REQUIRED AUTOMATIC-CLOSING.THE AREA OR ROOM SHALL BE PROVIDED WITH AN EXIT ELEVATOR DOORS SHALL PEN AND CLOSE AUTOMATICALLY. PERPENDICULAR APPROACH TO O PUSH SIDE, Ld Q�� P DIRECT PE DESTRAN ACCESS IS PROVIDED INTO THE BUILDING FROM R ENCLOSED PARKING DIRECTLY TO AN EXIT ENCLOSURE.WHERE THE ROOM OR AREA ERRS INTO AN EXIT DOORS SHALL HAVE A REOPENING DEVICE THAT WILL STOP AND REOPEN A CAR DOOR IF THE DOOR 2.FRONTIDE OFDOOR,4USHSIDEIFDWR AR TODOORHAS A SEAR ANDALATCH:I7 BEYOND DOORS TO ACCESSIBLE OOPS ) = T w GARAGE,AT LEAST ONE ENTRANCE FROM THE GARAGE TO THE BUILDING SHALL BE ACCESSIBLE. ENCLOSURE WHICH IS REQUIRED TO BE OF MORE THAN I HOUR FIRE-RESISTIVE BECOMES OBSTRUCTED BY R OBJECT OR PERSON. LATCH SIDED APPROACH TO USH SIDE,WIT OUTOOSERAND DOORS SHALNOT WI GIINTO HE CLEAR FLOOR PACEBE EQUIRE FORAYREFER TO FIXTURE 10:WOES). i LL CDNSTRUCTION,THE ROOM OR AREA SHALL HAVE THE SAME FIRE-RESISTIVE THE DEVICE SHALL BE CAPABLE P COMPLETING THESE OPERATIONS WITHOUT REQUIRING CONTACT 3. OORTAPPROACHENDICUAR7DOORTCLOSER AND LATCH:SAME WIDTH AS DOORS SHALL NOTSWINGINTOTHE CLEAR FLOP SPACE REWIRED FOR ANY FIXTURE !I. CoW /A O 33I�11''NN� DOORWAY,4F PERPENDICULAR TO PULL T I DOORWAY. �/I RIPEOESTRANACCESSSEPROVIDED FROM PEDESTRIAN TUNNELS OR ELEVATED WALKWAYS,AT LEAST ADJACENTXITENCLOSURETHE SAME OPENING PROTECTION,AS REWIRED FOR THE FOR PASSING THROUGH THE OPENING OF S'AN029'ABOVE FINISH LATCH SIDE OF 412.3 423.3 CLEAR FLOOR SPACE J Z DETAIL I 4.HINGE SIDE LAR APPROACH SIDE:BEYONDL TCHSIDEOFDOOOOR,60" - W - PERPENDICULAR TO DOORWAY;OR 42'BEYOND LATCH SIDE P DOOR,Sr ALLAUNO SITRU TEE TERRDCORTROLR SHALL BE ON IN ACCESSIBLE ATH RE. Y _ ^MAX. EAR QUID 'ANY AMOUNT ONE BUILDING ENTRANCE FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. 7.AN ELEVATOR LOBBY WHEN ELEVATOR SHAFTS AND ADJACENT LOBBIES RE DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS.AFTER SUCH PERPENDICULAR TO DOORWAY. AN UNOBSTRUCTED TURNING SPACE IS REQUIRED WITHIN THE TOILETrBATHRWM.)HIS SPACE ////�% STAIRS 4.13(8)(C) WHERE REWIRED PRESSURIZED AS REQUIRED FOR SMOKEPROOF ENCLOSURES BY LOCAL REGULATIONS. INTERVAL,DOORS MAY CLOSE IN ACCORDANCE WITH ASMERSI A17.1-1990. 5.HINGE SIDE APPROACH TO PUSH SIDE,IF DOOR HAS A CLOSER AND A LATCH:54' SMALL BE EITHER A 60'DIAMETER CIRCLE OR A T-SHAPED SPACE,60'SQUARE,WrTli 36'LEGS. Q Q in SUCH PRESSURIZATION SYSTEM SHALL BE ACTIVATED BY SMOKE DETECTORS ON EACH PARALLEL TO DOORWAY(FROM LATCH SIDE,EXTENDING BEYOND HINGE SIDE), THE CLEAR SPACE AT FIXTURES AND CONTROLS,THE ACCESSIBLE ROUTE,AND THE TURNING SPACE ` F ETHEOCE SHALL BE ATOASLLDING,OR TEN4NCYINAFACILItt,ISASERVICE ENTRANCE,THE FLOOR LOCATED INA MANNER APPROVED BY THE LOCAL AUTHORITY.PRESSURIZATION 4.10.7 DOOR AND SIGNAL TIMING FOR HALL CALLS MAY OVERLAP, F ' r J ENTRANCE SHALL BE ACCESSIBLE. THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING ACALL UNTIL PERPENDIW LAR TO DOORWAY. J EQUIPMENT ANDNIMUM2 ITS R FIRE-RESISTIVE BE SEPARATEDCONSTRUCTION FROM OTHER PORTIONS OF THE 6,HINGE SIDE APPROACH TO PUSH SIDE,WITHOUT CLOSER AND LATCH:5P PARALLEL TO W uj BUILDING ABY A REA OFIMUM2HOURSTANCHALLPROVIDE MINIMUM DOORS BEGIN TO CLOSE SHALL BE CALCULATED AS FOLLOWS: WHERE 4.1.6(3XE)(110 SIGNAGE 0/ 4.1.3(8)IC) LOCATION SIZE'FACH AREA OF RESCUE ASSISTANCE SHALL PROVIDEAMINIMUM OF2ACOESSIBLE T*(15 FUS)ORT=DII445 EMS) DOORWAY(FROM LATCH SIDE,EXTENDING BEYOND HNGESIDE),4Y PERPENDICULAR WHERE ALL TOILET RD BATHROOMS ARE NOT ACCESSIBLE,ACCESSIBLE TGLET AND BATHROOMS SHALL Li r- W 2 WHERE FEASIBLE,ACCESSIBLE ENTRANCES SHALL BE THE ENTRANCES USED BYTUEMMORffYOF SPACES EACH BEING NOT LESS THAN 30"BY 40'.THESE SPACES SHALL NOT ENCROACH ON RY T=TIME IN SECONDS DOORWAY. BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. T 1 I T LATCH SIDE APPROACH TO PULL SIDE,WITHOUT CLOSER:2C BEYOND LATCH SIDE OF 13 0 PEOPLE VISITINGOR WORKING IN THE BUILDING. REQUIRED EXIT WIDTH.THE TOTAL NUMBER OF SPACES PER STORY SHALL NOT BE LESS THAN I PER D�ISTRCE(IN FT OR MIN)FROM POINT 60'DIRECTLY IN FRONT OF FARTHEST CALL BUTTON TO DOOR 54'PERPENDICULAR TO DOORWAY. 4.23.7 CONTROLSRDDISPENSERS 9: IT Y �S 41.2I7)ID) 4.1.3(8)(D) 4.1.8(1XH) 4.30 SIGNAGE 200 PERSONS P CALCULATED WWPANT LOAD SERVED BY THE AREA P RESCUE ASSISTRCE. CENTERLINE OF HOISTWAY DOOR. O.LATCH SIDE APPROACH TO POLL SIDE,WITHOUT CLOSER:2V BEYOND LATCH SIDEP IF CONTROLS,DISPENSERS,RECEPTACLES,OR OTHER EQUIPMENT ARE PROVIDED,THEN AT LEAST ONE OF �' Q g WHEN ALL ENTRANCES ARE NOT ACCESSIBLE,ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BYASIGN EXCEPTION:THE LOCAL AUTHORITY MAY REDUCE THE MINIMUM NUMBER OF SPACES TO I FOR THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE 5 SECONDS. DOOR,48'PERPENDICULAR TO DOORWAY EACH TYPE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE HEIGHT,CLEAR FLOOR T SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.ENTRANCES WHICH ARE NOT ACCESSIBLE EACH AIREAWIDTH EACHSSTRCE ONFLOORSTO AN AREA WCUPAM LOAD IS LESSASSIST14CE THAN HA J STAIREA OF RESCUE EACH STAIRWAY NFLOORSW RE THE OF RESCUE ASSISTANCE SHILL HAVER 4.f08 DOOR DELAY FOR CAR CALLS 9.LATCH SIDE APPROACH TOPUSH SIDE,IF DOOR HAS CLOSER,24'BEYOND LATCH SIDE SPACE, IN S:ACCESSIBLE ROUTE. �k �k (INCLUDING ALTERED ENTRANCES WHICH ARE NOT MADE ACCESSIBLE)SHALL HAVE DIRECTIONAL SIGRAGE MINIMUM CLEAR WIDTH OF4B'BETWEEN HANDRAILS. THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO A CALL SHALL BE 3 SECONDS. OF DOOR,48"PERPENDICULARTO DWRWAY. DETAIL 5.2 DETAIL 5.3 INDICATING THE LOCATION P THE NEAREST ACCESSIBLE ENTRANCE. 10.LATCH SIDE APPROACH TO PUSH SIDE,WITHOUT CLOSER:2V BEYOND LATCH SIDE OF THE SIGNAGE SHALL COMPLY WITH THE REQUIREMENTS FOR: TWO-WAY COMMUNICATION:A METHOD OF TWO-WAY COMMUNICATION,WITH BOTH 4.10.9 4.1.6(3)(10 FLOOR PLANS OF ELEVATOR CARS DOOR,42"PERPENDICULAR TO DOORWAY. CHARACTER PROPORTION CHARACTER HEIGHT VISIBLE RD AUDIBLE SIGNALS,SHALL BE PROVIDED BETWEEN EACH AREA P RESCUE ASSISTANCE AND SHALL PROVIDE SPACE FOR WHEELCHAIR USERS TO ENTER THE CAR MANEUVER WITHIN REACH OF FINISH AND CONTRAST (REFER TO ELEMENT I6:SIGNAGE FOR SPECIFIC REQUIREMENTS.) THE PRIMARY BUILDING ENTRY.THE FIRE DEPARTMENT OR LOCAL AUTHORITY MAY APPROVE A CONTROLS,AND EXIT THE CAR. THE FOLLOWING MANEUVERING CLEARANCES,IN ADDITION TO DOORWAY WIDTH.ARE REQUIRED AT I ELEMENT 2:ACCESSIBLE PARKING LOCATION OTHER THAN THE PRIMARY ENTRY. DOORS SHALL PROVIDE 3V CLEAR MINIMUM SLIDING AND FOLDING DOORS THAT ARE NOT AUTOMATIC OR POWER-ASSISTED(ALL DIMENSIONS ARE D�' THIS SIGNAGE SHALL BE INSTALLED IN A LOCATION WHICH'WILL PREVENT A PERSON WITH A IDENTIFICATION:EACH AREA OF RESCUE ASSISTANCE SHALL BE IDENTIFIED BY A SIGN WHICH CAB DEPTH:51'MINIMUM,WITH 54'MINIMUM FROM REAR OF CAB TO INSIDE FACE P DOOR. MINIMUME 4.1.2(5)(C) PASSENGER LOADING ZONES DISABILITY FROM HAVING TO RETRACE HIS APPROACH ROUTE TO THE INACCESSIBLE ENTRANCE. STATES'AREA OF RESCUEASSISTANCE'RDDISPLAYS THEINTEI9NATIORAL SYMBOL OF CABWIDTH,SIDE OPENING DWR4S'MINIMUM;CENTER OPENING DOORSO'MINIMUM. 1.FRONT APPROACH:SAME WIDTIi AS DOORWAY,48"PERPENDICULAR TO DOORWAY. E �IF PASSENGER LOADING ZONES ARE PROVIDED,AT LEAST ONE SHALL COMPLY WITH THIS SECTION. ACCESSIBILITY.THE SIGNSHALL BE ILLUMINATED WHEN EXIT SIGN ILLUMINATION IS REQUIRED. CLEARANCE BETWEEN CR PLATFORM SILL RD EDGE OF HOISTWAY LANDING SHALL BE I-114'MAXIMUM. Z SLIDE SIDE APPROACH:54"PARALLEL TO DOORWAY(FROM LATCH SIDE,EXTENDING41.3I7)IA) OWES SIGNAGE SHALL PLSO BE INSTALLED AT ALL INACCESSIBLE EXITS AND WHERE OTHERWISE NECESSARY TO BEYOND SLIDE SIDE),47 PERPENDICULAR TO DWRWAY.it 4.1.2(5X3) VALET PARKING AT EACH ACCESSIBLE ENTRANCE,AT LEAST ONE DOOR SHALL BE ACCESSIBLE. SHAL0 4.5 FLOP SURFACESCSSISTA CE,INSETHE DINS ON THE USED TH RESCUEDERE ERGS CYEACH CONDREA OF RESCUE SHPLL BE FIRM,STABLE,AND SLIP-RESISTENT. 3 LATCH ORWAY.E APPROACH:24'BEYWDLATCH SIDE OF DOOR,4YPERPENDDULARTO 0 SECTIO EKING FACILITIES SHALL PROVDEA PASSENGER LOADING ZONE COMPLYING WITH THIS ASSISTANCE,INSTRUCTIONS ON THE USE P THE FLEA UNDER EMERGENCY CONDITIONS SHALL BE IF CARPET IS USEDJT SHALL HAVE THE FOLLOWING FEATURES DOORWAY. SECTION. ELEMENT 5:ACCESSIBLE ROUTE-INTERIOR POSTED ADJOINING THE TWO-WAY COMMUNICATION SYSTEM. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCESSHALL BE LEVEL AND CLEAR. SHALL BE SECURELY PAD, D,OR BACK) VALET PARKING FACILITIES ARE NOT REQUIRED TO PROVIDE ACCESSIBLE PARKING SPACES. EXCEPTION:ENTRY DOORS TD ACUTE CARE HOSPITAL BEDROOMS FOR INPATIENTS RE EXEMPT (IT IS RECOMMENDED THAT SOME ACCESSIBLE SELF-PARKING SPACES BE PROVIDED,AS SOME 4.1.3(t) WHERE REQUIRED ALEVELL FIRM LOOP,TEXTURED BACKING(OR NONE); AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE A LEVEL LOOP,TEXTURED LOOP,LEVEL CUT PILE P LEVEL CUTNNCUT PILE TEXTURE; FROM THE LATCH SIDE EXTENSIONS If THE DOOR IS AT LEAST 44'WIDE PERSONS WITH DISABILITIES HAVE VEHICLES EQUIPPED WITH SPECIAL CONTROLS WHICH MAY ELEMENT 6:RAMPS MAXIMUM PILE THICKNESS:IT NOT BE OPERABLE BY A PARKING ATTENDANT.) BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING - ORFACILITY. EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. 4.13.7 TWO DOORS IN SERIES /.8.1 WHEREREQUIRED p; 4.6.2 4.12(5XB) LOCATION WHEREVER THE SLOP OF THE ACCESSIBLE ROUTE EXCEEDS 1:20(5%). 4.10.11 ILLUMINATION LEVELS THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE4V PLUS t ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE 4.32(4) WHERE REWIRED ILLUMINATION LEVELAT CONTROLS,PLATFORM AND THRESHOLD AND LANDING SHALL BE MINIMUM 5 THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING R ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH ACCESSIBLE 4.8.2 SLOPE FOOTCRDLES. { ENTRANCE. DWELLING UNIT WITH THOSE EXTERIOR AND INTERIOR SPACES AND FACILITIES THAT SERVE THE LEAST POSSIBLE SLOP SHALL BE USED DOORS IN SERIES SHALL SWING EITHER IN SAME ORECTIOR OR AWAY FROM THE BETWEEN THE DOORS. D All 4.10.121 CAR CONTROLS: C IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARTING, ACCESSIBLE DWELLING UNIT. MAXIMUM SLOPE 1:12 II _, a5E H7j. D ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE TRANSITIONS SHALL BE FLUSH AND FREE P ABRUPT CHANGES BUTTONS 4.13E 4.1.6(3)(DKII) THRESHOLDSAT DOORWAYS U GF' F ENTRANCES. 4.1.3(5) 4.1.6(1)(K)(11) WHEREREQUIRED MAXIMUM SLOPE OF ADJACENT SURFACES:1:20 SIZE:314'MINIMUM IN LEAST DIMENSION. J CHRISTOPHER K.O� MAXIMUM THRESHOLD HEIGHT:IYC CIW AT EXTERIOR SLIDING DOORS). APPgOVED DOERSd1uG ALL VAN ACCESSIBLE SPACES MAY BE GRPED ON ONE LEVEL P PARKING STRUCTURE. IN MULTHSTORYBUILDINGS NOT REQUIRED HAVE ELEVATOR(REFER TO ELEMENT O: 4.0.3 CLEAR WIDTH BUTfW55HALL BE RAISED OR RUSH. RAISED THRESHOLDS AND FLOP LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN SC07TFR PEFTMIT ISSUANCE ° No.RSC CUNIVERSAL'SPACES,WHEN PROVIDED,MAY ALSO BE GROUPED ON ONE LEVEL OFA ELEVATORS),FLOORS ABOVE AND BELOW THEACCESSIBLE GROUND BOOR ENTRANCE SHALL MINIMUM:36'. 12. g2`KA3g ASSOCIATES,INC. PARKING STRUCTURE). COMPLYWITHOTHER REQUIREMENTS P ELEMENTS I-20. 4.10,12(2) CAR CONTROLS: _ IN PARKING FACILITIES THAT DO NOTSERVEA PARTICULAR BUILDING,ACCESSIBLE PARKING IN EXISTING MULTISTORY BUILDINGS WITHOUT AN ELEVATOR,ALTERATIONS TO FLOORS ABOVE RO 4.8.4 LANDINGS ALTERNATIONSEXISTING CONDITIONS: BELOW THE GROUND FLOOR SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS I-20. LEVEL LANDINGS REWIRED AT TOP AND BOTTOM OF EACH MIN,WITH THE FOLLOWING FEATURES: CONTROL INDICATORS . --DATE J� Q2 ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE RD BY RAISED STANDARD ALPHABET =" FC SHALL BE LOCATED ON THE SHORTESTACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE 1.MINIMUM WIOTH:EWALTO WIDTH OF RAMP. IF EXISTING THRESHOLDS ARE SIT MAXIMUM,AND (OR ARE TO HAVE) Been reviewed for adherence tr the PEDESTRIAN ENTRANCE TO THE FACILITY. 4.3.3 WIDTH CHARACTERS FOR LETTERS,ARABIC SYMBOLS FOR NUMERALS,OR STANDARD SYMBOLS AS REQUIRED IN BEVELED EDGE ON EACH SIDE,THEY MAY REMAIN. -oaE oandLeore Iancen Authorizat. a 11 = MAY$ 2.LENGTH:MINIMUM 60"CLEAR. .,re„ 9permit 32DD7 4.1.2(5XA) 4.6.3 'STANDARD' ACCESSIBLE SPACES MINIMUMCLERWIDTH:36'(EXCEPTASALLOWEDATDOORS). 3.IFRAMPCHANGESDIRECTIONATLANDING,LANDINGSHALLBEMINIMUM60"BYW'. RMFIRSIA17.14990. -;a IicableCilyagencies. ny ACCESSIBLE SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 4.IF DOORWAY IS LOCATED AT LANDING,MANEUVERING SPACE IS REQUIRED(REFER TO CHARACTERS SHALL BE 5r8'TO T HIGH,RAISED 1i37,UPPER CASE,SANS SERIF OR SIMPLE SERIF 4.13.8 DOOR HARDWARE - PP pent: HANDLES PULLS,LATCHES,LOCKS,AND OTHER OPERATING DEVICES SHALL RAVE SHAPE THAT IS EASY _ 4.3.3 WIDTH ATT RN - = PARTING SPACE WIDTH: 96` TURNS ELEMENT IO:DOORS). TYPE AND DESIGNATIONS ACCOMPANIED BY GRADE BRAILLE. TO GRASP WITH ONE HANDAND DOES NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING,OR TWISTING -c8 or grantin 36'CLEARWIDTH IS PERMITTEDFORAW TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN 48'. ALL RAISED DESIGNATIONS SHALL BE IMLIEOIATELY LEFT OF THE BUTTON TO WHICH THEY APPLY. - ;,ose 9 Of a Permit basad oq VERTICALACCESS CLEARANCE: LE RANCE:80' CLEAR WIDTH WITH TURNS ROUND R OBSTRUCTION LESS THAN 4FWIDE SHALL BE 42" 4.8.5 HANDRAILS FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL SIGNALS WHICH LIGHT WHEN EACH CALL IS OLEVEER PERATTED WRIST TO PMECHANISMS,PUSH-TYPE MECHANISMS,AND USHNPED HANDLES ARE )Jh_, "ove anysVio1all not be construes-.o MINIMUM,WITH 4FMINIMUM WIDTH AT TURN. REQUIRED(I:RISE EXCEEDS B.OR RUN(HORIZONTAL PROJECTION)EXCEEDS 7T. REGISTERED AND EXTINGUISH WHEN EACH CALL IS ANSWERED. a�i` ynceu°vO etion Of the apph' •a REVISIONS 4.12(5XB) 46.5 VAN ACCESSIBLE SPACES SHALL BE PROVIDED BOTH SIDES OF RAMPS. ACCEPTABLE DESIGNS. rode ?Ie `4o Permit presumed to 4,.e .ALL FLOOR BUT SHALL BE MAXIMUM 5V ABOVE FLOOR WHERE SIDE APPROACH IS PROVIDED, or C VAN ACCESSIBLE'SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 43.4 PASSING SPACE 48^MAXIMUM WHERE FORWARD IS REQUIRED. WHEN SLIDING DOORS ARE FULLY PEN,OPERATING HARDWARE SHALL BE EXPOSED RDUSABLE a ha "c val;;y, the Provisions of s�cn C 0 PARKING SPACE WIDTH,96' IF AN ACCESSIBLE ROUTE IS LESS THAN 60*WIDE,PASSING SPACES ARE REWIRED AT MAXIMUM INSIDE RAIL ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS. FROM BOTH SIDES. a. 20O INTERVPIS,PASSING SPACE MAY BE EITHER 60'BY fiO"SPACE,DRAT-INTERSECTION OF TWO EMERGENCY CONTROLS(INCLUDING ALARM AND STOP)SHALL BE GROUPED AT BOTTOM OF PANEL, HARDWARE REQUIRED FOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48'ABOVE FINISHED ACCESS AISLE WIDTH:96" WHERE NOT CONTINUOUS,RAILS SHALL EXTEND AT LEAST ITBEYONO TOP AND BOTTOM P RAMP, WITH CENTERLINES 36'MINIMUM A80VE FLOUR. 13 VERTICAL CLEARANCE:9F(AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR WALKS OR CORRIDORS. FLOOR. PARALLEL TO GROUND SURFACE. CONTROLS SHALL BE LOCATED W A FRONT WALL IF CARS HAVE CENTER OPENING DOORS,AND AT EITHER - 13 ROUTE TO THE SPACE) a SIBS 44.2 HEADROOM HEIGHT,3438"ABOVE RAMP SURFACE. ASIDE WALL ORTHE FROM WALL IF CARS HAVE SIDE OPENING DOORS. 4.13.10 DOOR CLOSERS � A4.8 'U El NIVERSAL' ACCESSIBLE SPACES MINIMUM CLEAR HEADROOM.SO" 0 'UNIVERSAL'PARKING DESIGN SPACES SHALL HAVE THE FDLLOWING MINIMUM DIMENSIONS: IF VERTICAL CLEARANCE P AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN CLEAR FLOOR BETWEEN RAIL AND ANY WALL SHALL BE tdl2". IF DOOR HASACLOSER,THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED THAT FROM PARKING SPACE WIDTH:137 GRIPPING SURFACES SHALL BE CONTINUOUS(UNINTERRUPTED). 4.10.13 CR POSITION INDICATORS R OPEN POSITION OF 70,THE DOOR WILL TAKE AT LEAST 3 SECOND TO MOVE TO A POINT TFRGM 13 80',A BARRIER SHALL BE PROVIDED. A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ROVE THE CAR CONTROL PANEL OR ROVE THE THE LATCH,MEASURED TO THE LEADING EDGE OF THE DOOR. ACCESS AISLE WIDTH:60' ENDS SHALL BE ROUNDED,OR RETURNED SMOOTHLY TO FLOOR,WALL,OR POST. VERTICAL CLEARANCE:SF(AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR 4 DOOR.SLOPE HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. AS THE CAR PASSES OR STOPS ATAFLOOR,THE CORRESPONDING NUMBERS SHALL ILLUMINATE AND ��ff33 ppppppRR ppppEENN��ItNNGG pppppgCCEE I ROUTE TO THE SPACE) RUNNING SLOPE SHALL NOT EXCEED 1:20.(IF SLOPE EXCEEDS 120,REFER TO RAMPS'SECTION). DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE I-1IV TO 1.1T,OR SHALL PROVIDE AN R AUDIBLE SIGNAL SHALL SOUND. THE�IMUMFORCEFORPUSHINGOR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: E3 4.6.5 PASSENGER LOADING ZONES CROSS SLOPE SHALL NOT EXCEED 1:50I2%). EQUIVALENT GRIPPING SURFACE. NUMERALS SHALL BE A MINIMUM U7 HIGH, I.FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE El PASSENGER LOADING ZONES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS X DEEP MAXIMUM AND EXTENDS AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH FREQUENCY NO HIGHER THAN 1500 HZ APPROPRIATE ADMINISTRATIVE AUTHORITY. 4.3.8 4.5.2 4.1.6(1)(F) CHANGES IN LEVEL Ir MINIMUMABOVETHETOP OFTHEHRDRAIL AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER MAY BE SUBSTITUTED FOR THE 2.OTHERDOORS I 1! El VEHICLE PULL-UP SPACE WIDTH.(NOT SPECIFIED) UP TO 1'4":REQUIRES NO EDGE TREATMENT IVERTDAL EDGE PERMITTED). RAILS ANDADJACENT SURFACESSHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS.EDGES SHALL AUDIBLESIGNAL. A.EXTERIOR HINGED DOORS:(NO REQUIREMENT ATTHS TIME) ACCESS AISLE WIDTH:fi0' 11V TO 1,T:EDGE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. HAVE A MINIMUM RADIUS OF 118'. B ACCESS AISLE LENGTH:20'(ADJACENT AND PARALLEL TO VEHICLE SPACE) GREATER THAN I7:REQUIRES A RAMP,ELEVATOR,OR PLATFORM LIFT. B.INTERIOR HINGED DOORS:$LBF B El VERTICAL CLEARANCE:IIVIAT LOADING ZONE AND ALONG AT LEAST ONE VEHICULAR ROUTE 4.0.6 CROSS SLOPE 4.10.14 EMERGENCY COMMUNICATIONS C SUDNGOR FOLDING DOORS:5LBF - TO THE LOADING ZONE). STAIRS SHALL NOT BE PART OF R ACCESSIBLE ROUTE. MAXIMUM CROSS SLOPE P RAM SURFACE SHALL BE 150. IF PROVIDED,EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A € 4.6.3 ACCESS AISLE POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASMEIANSI A17.1.1990. THESE FORCES W NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER - 11 �J PARKING ACCESS AISLES SHALL BE PART OF R ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ALTERATIONSIEXISTING CONDITIONS: 48.6, 4.5 SURFACES HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM 4FFROM FLOOR. DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. - z ENTRANCE, MODIFICATIONS STAIR ISADDED WHERE NUDEEXISTED PREVIOUSLY,AND MAJOR CCESSSTRUCTURAL RAMP SURFACE SHALL BE FIRM,STABLE AND SLIP-RESISTENT(IF CARPETED,REFER TO REQUIREMENTS SYSTEM SHALL BE IDENTIFIED BY RAISED SYMBOL AND LETTERING LOCATED ADJACENT TO THE TNO ACCESSIBLE PARKING SPACES MAY SIAREACOMMON ACCESS AISLE. MODIFICATIONS ARE NECESSARY FOR SUCH INSTALLATION,THEN AMEANS OF ACCESSIBLE VERTICAL UNDER ELEMENT 5:ACCESSIBLE ROUTES) DEVICE.CHARACTERS SHALL BE98'T02'HIGH,RAISED LOT,UPPERCASE,BANS SERIF OR 4.13.12 AlJiOMATCDWRS RDPOWER-ASSISTED DOORS PROTOTYPE PARKED VEHIOLEOVERNANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS IRAMP ELEVATOR,OR PLATFORM LIFT)SHALL BE PROVIDED. 4.87 EDGE PROTECTION SIMPLE SERIF TYPE,AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. IF ANAUTOMATIC DOOR IS USED,THEN ITSHALL COMPLY WITH RSHBHMA A156.10.1985. W IF SYSTEM USES A HANDSET,MINIMUM CORD LENGTH SHAH BE 29'. SLOWLY OPENING,LOW-POWERED,AUTOMATIC DOORS SHALL COMPLY WITH ANSI A156.19.1984. 4.6.3 4.6.6 SLOPE RAMPS AND LANDINGS WITH VERTICAL SIDE DROP-OFFS SHALL HAVE WALLS,RAILINGS,PROJECTING IF LOCATED IN A CLOSED COMPARTMENT,DOOR SHALL BE OPERABLE WITH ONE HAND,SHALL NOT SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECOND AND SHALL REQUIRE NO 13PARKING SPACES,PASSENGER LOADING ZONES,AND ACCESS AISLES SHALL HAVE A MAXIMUM 4.3.6 4.5 GROUND AND FLOOR SURFACES SURFACES,OR MINIMUM 7 HIGH CURBS,TO PREVENT PEOPLE FROM SLIPPING OFF THE RAMP REWIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST,AND SHALL REQUIRE A MAXIMUM MORE THAN 15 LBF TO STOP DOOR MOVEMENT. STORE NUMBER SLOPE OF 1:50(2%)IN ALL DIRECTIONS.TOURS RAMPS ARE NOT PERMITTED WITHIN THE SHALL BE FIRM,STABLE,AND SLIP-RESISTENT.IIF GRATINGS ARE USED,REFER TO REQUIREMENTS FORCE OF $USED,ITS DOOR O SHALL COMPLY 5 LBF. IF A POWER-ASSISTED DOOR IPENING FORCE M WITH FORCES LISTED - REQUIRED AREA OF ACCESS AISLES AND LOADING ZONES.) UNDER ELEMENT I:ACCESSIBLE ROUTE.) 4.8.8 OUTDOOR CONDITIONSTHE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REWIRE VOICE COMMUNICATION. ABOVE SEE DOOR OPENING FORCE AND ITS CLOSING FORCE SHALL COMPLY WITH AR51 4.1.2(7XD) 4.66 SIGNAGE OUTDOOR RAMPS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE (VOICE ONLY SYSTEM IS INACCESSIBLE TO PERSONSWITH SPEECH OR HEARING IMPAIRMENTS). A156.1&19M, ) /.5.3 CARPET ON THEIR WALKING SURFACES. WD PROJECT NUMBER 0 ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE IF CARPET IS USED,IT SHALL HAVE THE FOLLOWING FEATURES: A;' RAIPOOOD1 V A INTERNATIONAL SYMBOL P ACCESSIBIUTY. SHALL BE SECURELY ATTACHED; I 'VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN STAT3'VAN-ACCESSIBLE' A FIRM CUSHION,PAD,OR BACKING(OR NONE); !\T BELOW THE ACCESSIBLE SPACES PROVIDED.) SIGN IS NOT REQUIRED WHEN ALL A LEVEL MAXIMUM TEXTURED LOOP,LEVEL CUT PILE OR LEVEL CUTNNCUT PILE TEXTURE; I' �o� 0 'UNIVERSAL'ACCESSIBLE SPACES RE PROVIDED.) MAXIMUM PILE THICKNESS 12'; ACCESSIBLE PASSENGER LOADING ZONES SHALL BE IDENTIFIED BYASIGN SHOWING THE EXPOSED EDGES FASTENED TO FLOP SURFACES WITH CARPET EDGE TRIM. INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � �. rf_ i_� _®�, - ,,,��, m W III . �...�.� n�� 1 2 3 4 5 -- 6 7 8 9 10 11 12 13 14 15 16 ELEMENT 12.1:WATER CLOSETS ELEMENT 92.5:SINKS ELEMENT 12.9:TUBISHOWER SEATS ELEMENT 16:SIGNAGE 4.161 CLEAR FLOOR SPACE 4.241 HEIGHT SINKS SHALL BE MOUNTED WITH THE RUMOR COUNTER SURFACE NO HIGHER THAN 34"ABOVE 421.3 BATHTUBS:IN-TUB SEATS,OR SEATS AT HEAD END OF ACCESSIBLE BATHTUBS,SHALL COMPLY 4.1.3(t6NA'{WHERE APPLICABLE�SIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES SHALL COMPLY WITH THE 4,31.5 HEARING AID COMPATIBLE AND VOLUME CONTROL TELEPHONES M M WATER CLOSETS SHALL BE LOCATED IB'FROM ABIDE WALL OR PARTITION. WITH THIS SECTION.(REFER TO ELEMENT 12.6:BATHTUBS.) THE FINISH FLOOR. REQUIREMENTS LISTED BELOW FOR: WHERE REQUIRED: 11 CLEAR WATER SPACE FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS IS REQUIRED AS FOLLOWS, 124.3 KNEECLEARANCE KNEE CLEARANCE OF 27"HIGH MINIMUM,30'WIDE MINIMUM,AND lTDEEP SHOWERS:REWIREDSEATIN'TRANSFER'SHOWER,AND ANY SEAT PROVIDED IN A'ROLL IN' RAISED AND BRAILLED CHARACTERS AND PICTOGRAMS DEPENDING ON APPROACH PROVIDED TOTHE FIXTURE(ALL DIMENSIONS ARE MINIMUM): MINIMUM SHALL BE PROVIDED UNDERNEATH SINKS. SHOWER,SHALL COMPLY WITH THIS SECTION.(REFER TO ELEMENT 12P.SHOWER STALLS.) FINISH AND CONTRAST 1.TELEPHONES SHALL BE HEARING AID COMPATIBLE. I 1.FRONT APPROACH:W'FROM BACK WALL,48'FROM SIDE WALL(LAVATORY MAY MINIM4.24A DEPTH EACH OVIDEINK UNDLL E HEATH SINKUM.17 DEEP. 1.35.4 WHEREAPPLICABLE BENCHES REQUIRED IN ACCESSIBLE DRESSING AND FITTING ROOMS(REFER TO flEMENT20: MOUNTING LOCATION AND HEIGHT 2.VOLUME E NORMAL,CAPABLE OF MINIMUM OF AUTOMATIC RESET IS O IB y PROTRUDE I2"KAXMUM INTO CLEAR SPACE ALONG BACK WALL). 4.245 CLEARFLOORSPACE A CLEAR FLOOR SPACE 30'BY 48'SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW DRESSING AND FITTING ROOMS)SHALL COMPLY WITH THE STRUCTURAL STRENGTH 412(7) DBA ABOVE NORMAL,SHALL BE PROVIDED.IF AN AUTOMATIC RESETIS PROVIDED,THEN IB DBA MAYBE EXCEEDED. 2.SIDE APPROACH.56'FROM RACK WALL,48'FROM SIDE WALL(LAVATORY MAY FORWARD APPROACH. REQUIREMENTS OF THIS SECTION. /13(16)(B) 4.31J TELEPHONEBOOKS TELEPHONE BOOKS,IF PROVIDED,SHALL BE LOCATED INA POSITION THAT COMPLIES WITH THE PROTRUDE I7 MAXIMUM INTO CLEAR SPACE ALONG BACK WALL). THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND 426.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENT$: 4.1.2(7),11.3(16)(8)WHEREAPPLICABLE SIGNS WHICH PROVIDE DIRECTION TO,OR INFORMATION ABOUT,FUNCTIONAL SPACES OF THE SAME REACH RANGES NOTED ABOVE FOR OPERABLE PARTS OF TELEPHONES. _� 3,FRONT AND SIDE APPROACH:56'FROM BACK WALL,60'FROM SIDE WALL(LAVATORY A MAXIMUM OF 191 UNDERNEATH THE SINK. 1.BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF BUILDING SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW FOR: 4.31.I CORDLENGTH THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BEAT LEAST 291LONG. MAY NOT PROTRUDE INTO CLEAR SPACE). 2W LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. CHARACTER PROPORTION 0.2 TEXTTELEPHDNES WHEREREQUIRED: CLEAR FLOOR SPACE MAY BE ARRANGED TO ALLOW EITHERALEFi-HANDED OR PLIGHT-HANDED 414.6 EXPOSED PIPES AND SURFACES HOT WATER AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE 2.SHEAR STRESS INDUCED BY APPLICATION OF250 LBF SHALL BE LESS THAN CHARACTER HEIGHT 1,T!XT TELEPHONES USED WITH APAY TELEPHONE SHALL BE PERMANENTLY AFFIXED APPROACH CONFIGURED TO PROTECT AGAINST CONTACT. ALLOWABLE SHEAR STRESS FOR MATERIAL USED.IF CONNECTION BETWEEN SEAT FINISH AND CONTRAST WITHIN,OR ADJACENT TO,THE TELEPHONE ENCLOSURE.)FAN ACOUSTIC COUPLER THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT AND EXCEPTION:BUILDING DIRECTORIES,MENUS,AND ALL OTHER SIGNS WHICH ARE TEMPORARY IS D USED,THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG AS TO ALLOW CONNECTION 4.16.3 HEIGHT 4,27.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, ARE NOT REQUIRED TO COMPLY. OF THE TEXT TELEPHONE AND THE TELEPHONE RECEIVER. THE HEIGHT TO THE TOP OF THE TOILET SEATS SHALL BE 17 T017. PINCHING,OR TWISTINGOF THE WRIST. WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS 4.1.2(7)WHEREAPPLICABLE ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY THE 2.PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TEXT TELEPHONESHALL SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 3.SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF INTERNATIONAL SYMBOL OF ACCE55181LITY ARE: BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENTTO THE L:r' 1W LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR TELEPHONE ENCLOSURE.THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING L 4.16.4 4.26 GRAB BARS LEVER-0PERATED,PUSH-TYPE,PAID ELECTRONICALLY CONTROLLED MECHANISMS ARE A APARKINGCCESSIBLE PASSENGER LOAD AS RESERVED FOR PERSONS NTH EXAMPLES OF ACCEPTABLE DESIGNS. MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,WHICHEVER IS THE SMALLER B.ACCESSIBLE PASSENGER LOADING ZONES; PLACED FLUSH ON THE SURFACE OF THE SHELF.THE SHELF SHALL BE CAPABLE OF FOR WATER CLOSETS NOT LOCATED INTOILET STALLS,THE FOLLOWING GRAB BARS SHALL BE PROVIDED, ALLOWABLE LOAD. ACCOMMODATING A TEXT TELEPHONE AND SHALL HAVE F MINIMUM VERTICAL 3336'ABOVE THE FINISH FLOOR: IF SELF-CLOSNG VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. C.ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE(INACCESSIBLE ENTRANCES 4 TENSILE FORCE INDUCED O A FASTENER BY A DIRECT TENSION FORCES 250 LBF PLUS $HALL HAVE DIRECTIONAL SIGNAGE TO INDICATE ROUTE TO NEAREST ACCESSIBLE CLEARANCE IN THE AREA WHERE THE TEXT TELEPHONE IS TO,APLACED. SIDE WALL 42'LONG MINIMUM,17 FROM BACK WALL. THE MAXIMUM MOMENT FROM THE APPLICATION OF 2W LBF SHALL BE LESS THAN ENTRANCE); 3.EQUIVALENT FACILITATION MAY BE PROVIDED(FOR EXAMPLE,A PORTABLE TEXT BACK WALL:11 LONG MINIMUM,17 MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. ELEMENT 12.6:BATHTUBS THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. D.ACCESSIBLE TOILET AND BATHING FACILITIES WHEN NOT ALL ARE ACCESSIBLE. TELEPHONE MAY BE MADE AVAILABLE IN A HOTEL AT THE REGISTRATION DESK IF IT IS = 4.16.5 4.27A FLUSH CONTROLS 4.20.1 WHEREREQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED,THEN AT LEAST ONE TUB SHALL COMPLY WITH THIS 4.30.2 CHARACTER PROPORTION AVAILABLE ON A 24 HOUR BASIS FOR USE WITH NEARBY PUBLIC PAY TELEPHONES.IN - CONTROLS SHALL BE 44'MAXIMUM ABOVE THE FINISH FLOOR. SECTION,OR AT LEAST ONE SHOWER COMPLYING WITH ELEMENT 12.7:SHOWER STALLS SHALL LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH- HEIGHT RATIO BETWEEN 3:5AND THIS INSTANCE,AT LEAST I PAY TELEPHONE SHALL BE DESIGNED TO ACCOMMODATE THE CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOLETAREAS. SE PROVIDED. ELEMENT 14:STORAGE 1:1,AND A STROKE-WIDTH-TOHEIGHT RATIO BETWEEN 1:5AND 1:10. PORTABLE TEXTTELEPHONE.) CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. 4.20.2 FLOORSPACE CLEAR FLOOR SPACE IN FRONT OF BATHTUBSSHALL BE PROVIDED AS FOLLOWS(ALL DIMENSIONS WNTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, 4.1.3(12)(A)IF FIXED OR BUILT-IN STORAGE FACILITIES SUCH AS CABINETS,SHELVES,CLOSETS,AND DRAWERS ARE MINIMUMS): 4.W.3 CHARACTER HEIGHT E CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE HONING, REQUIRED T THE WRIST IN TUB SEAT,WITH APPROACH FROM HEAD END OF TUB:3T WIDE,60'LONG. ARE PROVIDED IN ACCESSIBLE SPACES,AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE FROM WHICH THEY ARE TO BE READ. THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN S LBF. IN TUB SEAT,SIDE APPROACH:48"WIDE,60'LONG. SPACE COMPLYING WITH THIS SECTION. FOR SIGNS HIGHER THAN W'ABOVE THE FINISH FLOOR,CHARACTER SIZE SHALL BE 3' 4.16.E DISPENSERS SEAT AT HEAD OF TUB,WITH APPROACH FROM HEAD END:30"WIDE,75'LONG. 4.1.3(12J(B)WHERE APPLICABLE SHELVES OR DISPLAY UNITS ALLOWING SELF-SERVICE BY CUSTOMERS IN MERCANTILE MINIMUM. �_x ��=, I OCCUPANCIES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. TOILETPAPERDISPENSERS SHALL OR,ABEINSTALLED W THE BITEWALL,WALL. HEGRAB BAR,A LAVATORY MAY 8E LOCATED AT F00T(CONTROL)END OF TUB'WITHIN THEREWIRED CLEAR LOWER CASE LETTERS ARE PERMITTED. �(.cI K MINIMUM I9'ABOVE THE FLOORANDA MAXIMUM 36'FROM THE REAR WALL FLOOR SPACE. 4.1.7(3NE)WHERE REWIRED HISTORIC PRESERVATION: DISPENSERS THAT CONTROL DELIVERY,OR DO NOT PERMIT CONTINUOUS PAPER FLOW,SHALL NOT BE 4203. SEAT AN IN-TUB SEAT ORA SEAT AT THE HEAD END OFTHE TUB SHALL BE PROVIDED. DISPLAYS ANDWRITTEN INFORMATION,DOCUMENTS,ETC.SHOULD BE LOCATED WHERE THEY 4,304 RAISED AND BRALIID CHARACTERS USED. SEAT AT HEAD OF TUB,WHERE USED,SHALL BE 15"WIDE. CAN BE SEEN BY A SEATED PERSON.EXHIBITS AND SIGNAGE DISPLAYED HORIZONTALLY(E.G, LETTERS AND NUMERALS SHALL BE RAISED LOT,UPPER CASE,SANS SERIF OR SIMPLE SERIF SEATS SHALL BE SECURELY AND SHALL NOT SKIP DURING USE. OPEN BOOKS)SHOULD BE NO HIGHER THAN 44'ABOVE THE FLOOR. TYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. THE STRUCTURAL STRENGTH OF SEATS ANDTHEIRATTACHMENTSSHALL COMPLY WITH ELEMENT 425.2 CLEARFLDORSPACE A CLEAR FLOOR SPACE AT LEAST 30'BY48'THAT ALLOWS EITHER FORWARD OR PARALLEL RAISEDCHARACTFA HEIGHT:S!8'MINIMUM THIGH MAXIMUM. 3 5 ELEMENT12.2:TOILET STALLS 12ATURISHOWERSEATS. APPROACH BYAPERSONUBNGAWHEELCHAIRSHALLBEPROVIOEDATACCESSIBtE5i0RAGEFACLLITIES. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED 422.4 WHEREAPPLICABLE 420.4 GRABBARS GRAB BARS SHALL BE PROVIDED AS FOLLOWS: 4.25.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED,ACCESSIBLE STORAGE SPACES SHALL BE 48' DIRECTLY BELOW THE PICTOGRAM. 4 L_ - - IF TOILET STALLS ARE PROVIDED INA TOILET ROOM OR BATHROOM,THEN AT LEAST ONE SHALL BE A WITH IN TUB SEAT. MAXIMUM AND 15'MINIMUM ABOVE THE FLOOR.IF THE FORWARD REACH IS OVER AN THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE 6'MINIMUM. .STANDARD'ACCESSIBLE TOILET STALL TOR WHEELCHAIR USERS)COMPLYING WITH THIS SECTION. CONTROL WALL:24'LONG MINIMUM,FROM OUTSIDE WALL,33W ABOVE FLOOR. OBSTRUCTION('WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE)20-25'DEEP, OF IF 6 OR MORE TOILET STALLSAREPROVIDED INA TOILET ROOM OR BATHROOM,IN ADDITION TO THE BACK WALL:2 BARS,24'LONG MINIMUM,I7MAXIMUMFROMPOOTEND,24" THE MAXIMUM HEIGHT SHALL BE44';IF THE OBSTRUCTION IS LESS THAN 20",MAXIMUM 4.W.5 FINISH.CH CONTRAST THE CHARACTERSSHALL CONTRAST THEIR BACKGROUND ACCESSIBLE STALL REQUIRED,AN ADDITIOWALTERNATE A'ACCESSIBLE STALL(FOR MAXIMUM FROM HEAD END,ONE 3336"ABOVE FLOOR,ONE TABOVE TOP OF TUB. HEIGHT SHALL BE 48". GLARE FINISH.CHARACTERS AND SYMBOLS SHALL ARK C A RACTE THEIR BACKGROUND(EITHER 48"MIN. AMBULATORY PERSONS WITH DISABILITIES)COMPLYING WITH THIS SECTION SHALL BE PROVIDED. HEAD WALL 12'MINIMUM,FROM OUTSIDE WALL,33'36"ABOVE FLOOR. WHERE A SIDE REACH IS PROVIDED,ACCESSIBLE STORAGE SPACES SHALL BE 54' LIGHT CHARACTERS ON I DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND). WITH SEAT AT HEAD OF TUB: MAXIMUM AND 9'MINIMUM ABOVE THE FLOOR.MAXIMUM HEIGHT SHALL BE46'FOR 4.30.E MOUNTING LOCATION AND HEIGHT DETAIL 17.1 4.17.2 WATER CLOSETS CONTROL WALL:24"LONG MINIMUM,FROM OUTSIDE WALL,3w ABOVE FLOOR. SIDE REACH OVER AN OBSTRUCTION 34'MAXIMUM HIGH AND 24'MAXIMUM DEEP. WHERE PERMANENTN THE WALL ADJACENT IDENTIFICATION IS PROVIDED SIDEOR OF THE AND SPACES,SIGNS SHALL BE WATER CLOSETS LOCATED WITHIN TOILET STALLS SHALL COMPLY WITH ELEMENT 121:WATER BACK WALL 2 BARS,48'LONG MINIMUM,12'MAXIMUM FROM FOOT END,15" CLOTHES RODS OR SHELVES SHALL BE A MAXIMUM M"ABOVE FLOOR WHERE A SIDE REACH INSTALLED E THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO'WALL SPACE TO THE LATCH SIDE OF THE DOOR,INCLUDING AT DOUBLE- CLpSETS, MAXIMUM FROM HEAD END;ONE 3336"ABOVE FLOOR,ONE 9-ABOVE TOP OF TUB. IS REQUIRED. LEAF DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. J P 4.17.3 S¢E AND ARRANGEMENT HEAD WALL:NONE WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS ID-' HEIGHT /.27A CONTROLS FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE (AS AT CLOSETS WITH INACCESSIBLE DOORS)THE FOLLOWING CRITERIA SHALL BE MET: MOUNTING LOCATION BEE'ABOVE THESHALL BE SO THAT THE CENTERLINEMAY ELEMENT IB:SEATING AND TABLES TOILET STALLS MAY BE ARRANGED TO PROVIDE EITHER A LEFT-OR A RIGHT-HAND APPROACH. % MOUNTING LOCATION FORSUCHSIGNAGESHALLBE R DING OBJECTS MAYAPPROACH ACCESSIBLE TOILET STALLS SHALL HAVE THE FOLLOWING DIMENSIONS: TIGHT GRASPING, TO ACTIVATE CONTROLS THEWRIST. CLOTHES:RODS:21"MAXIMUM REACH:HEIGHT: 48"MAXMMINIMUM. THE STOF WING OF ADOO WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN IF FIXED WHEREAPPLICABLE 'STANDARD'ACCESSIBLE STALL THE FORCE REQUIREDTOACTIVATECONTROL$SHALLO NOGREATERTHAN5LBF. CLOTHESRODS:21"MAXIMUM REACH;CESSIBLE SMAXIMUM. THE SWING OF ADOOR. IF FIXED OR BUILT4N SEATING OR TABLES(INCLUDING,BUT NOT LIMITED TO STUDY CARRELS AND MINIMUMWIDTH:80' CONTROLS SHALL RELOCATED ON THE FOOT WALL BELOW THE GRAB BAR,AND SHALL BE OFFSET NOT HARDWARE HARDWARE FOR ACCESSIBLE SIBLESTING OF THE WRIST. SHALL BE OPERABLE WITH ONE HANG AND SHALL 4.30.7 SYMBOLS OF ACCESSIBILITY STUDENT LABORATORY STATIONS)ARE PROVIDED IN ACCESSIBLE PUBLIC OR COMMIX)USE MINIMUM DEPTH,WITH FLOOR MOUNTEDWATER CLOSET:59' TO THE FRONT HALF OF THE TUB. NOT REQUIRE TIGHT GRASPING PINCHING,OR TWISTING OF THE WRIST. 1.FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE SHALL USE THE AREAS,AT LEAST 5%,BUT NOT LESS THAN 1,SHALL COMPLY WITH THIS SECTION. MINMUM DEPTH,WITH WALLMOUNTEDWATE CLOSELOSET:T:SI 1.20.6 SHOWER UNIT A SHOWER SPRAY UN T WITH A HOSE AT LEAST W"LONG THAT CAN BE USED BOTH AS A FIXED THE FORCE REQUIRED TO ACTIVATE HARDWARE SHALL BE NO GREATER THAN 5 LB. INTERNATIONAL SYMBOL OF ACCESSIBILITY. AN ACCESSIBLE ROUTE SHALL LEAD TO AND THROUGH SUCH AREAS. DOOR:OUTWARD SWINGING MOUNTED DOOR SWINGS INTO STALL,DEPTH SHALL BE INCREASED BY SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. 4'.. 436') .20.7 BATHTUB ENCLOSURES IF PROVIDED,ENCLOSURES SHALL NOT OBSTRUCT CONTROLS OR TRANSFERS FROM WHEELCHAIRS 2.VOLUME CONTROL TELEPHONES,OF A T WHEN REQUIRED T WITH RADIATING S UND SIGN COUNTERS, SEATING IF UM CLEAR FLOOR SPACE IN BY 48'SHAIRB ARE PROVIDED AT FIXED TABLES OR ONTO BATHTUB SEAT OR INTO TUB. CONTAINING A DEPICTION OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES, COUNTERS,A MINIMUM CLEAR FLOOR SPACE FOR W"BY 48'SHALL BE PROVIDED. 'ALTERNATE A'ACCESSIBLE STALL(REQUIRED WHEN MORE THAN 6 STALLS PROVIDED; ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS MOUNTED ON THEIR RIMS. ANYAMDUNT >60' 3.TEXT TELEPHONES,WHEN REQUIRED,SHALL BE IDENTIFIED BY THE INTERNATIONAL TOO CLEAR FLOOR SPACE MAY EXTEND UNDER THE TABLE OR COUNTER(INTO THE KNEE SPACE) PERMITTED IN LIEU OF STANDARD STALLS IN CERTAIN ALTERATIONS). SYMBOL.IN ADDITION,IF A FACILITY HAS A PUBLIC TEXT TELEPHONE,DIRECTIONAL 1V MAXIMUM. ' SIGNAGE INDICATING THE LOCATION OF THE NEAREST TEXT TELEPHONE SHALL BE PLACED 4.32.3 KNEEGLEARANCES IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS,KNEE 36'MINIMUM DEPTH:WITH FL00R MOUNTED WATER CLOSET:69' / ADJACENT TO ALL BANKS OF TELEPHONES WHICH DO NOT CONTAIN A TEXT TELEPHONE SPACES AT LEAST 27 HIGH,30"WIDE,AND 19'DEEP SHALL BE PROVIDED. - MINIMUM DEPTH:WITH WALL MOUNTEDOUNTED WATEATER CLOSELOSET:T:O � SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TOO SYMBOL.IFA 4.32.4 HEIGHT OF TABLES OR COUNTERS 3;.. DOOR:OUTWARD SWINGING ELEMENT 12.7:SHOWER STALLS M FACILITY HAS NO BANKS OF TELEPHONES,THE DIRECTIONAL SIGNAGE SHELL BE PROVIDED THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE 28'MINIMUM,AND 34" 'ALTERNATE B'ACCESBIBLE STALL(PERMIIfED IN LIEU OF STANDARD STALL ONLY IN CERTAIN "I AT THE ENTRANCE(E,G.IN A BUILDING DIRECTORY). MAXIMUM,ABOVE THE FINISH FLOOR. ri ALTERATIONS) $ 4.ASSISTWE LISTENNG SYSTEMS.IN ASSEMBLY AREAS WHERE PERMANENTLY INSTALLED H MINIMUM WIDTH:48' 421.1 WHEREREQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED, AT LEAST ONE SHOWER COMPLY WITHT ,.I ASSISTIVE LISTENING SYSTEMS ARE REQUIRED,THE AVAILABILITY OF SUCH SYSTEMS SHALL 1ANMNAAOEPTk4 W THIS SECTION,OR AT LEAST ONE TUB COMPLYING WITH ELEMENT 12.6:BATHTUBS SHALL BE PROVIDED. BE IDENTIFIED WITH SIGNAGE THAT INCLUDES THE INTERNATIONAL SYMBOL OF ACCESS DOOR:OUTWARD SWINGING � , FOR HEARING LOSS. % 4.21.2 SIZE AND CLEARANCES SHOWER STALL SIZE AND CLEAR FLOOR SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING TWO - 4A7.4 TOE CLEARANCE OPTIONS AS OTHERWISE PERMITTED IN TRANSIENT LODGING): N'STANDARD'ACCESSIBLE STALLS,THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL 'TRANSFER SHOWER PROVIDE ATOE CLEARANCE OF AT LEAST T ABOVE THE FLOOR. SIZE 36'WIDE BY 36'DEEP. DETAIL 14.1 DETAIL 14.2 IF THE DEPTH OF THE STALL IS GREATER THAN 60',THE TOE CLEARANCE IS NOT REQUIRED. CLEARFLOOR SPACE:36"WIDE MINIMUM,4F LONG MINIMUM,FROM CONTROL WALL, V� - MEN ELEMENT 19:AUTOMATIC TELLER MACHINES EXTENDING 17 MINIMUM BEYOND SEAT WALL.(LAVATORY MAY NOT PROTRUDE INTO CLEAR v O SrMIN, FLOOR SPACED '. .t 47MIN 17 MAX 17MAX. 421.3 SEAT SEAT IS REQUIRED IN 36'BY WSTALLS,AND SHALL HAVE THE FOLLOWING FEATURES: •• •• 4.34R CLEARFLPERSNUS ACLWH FLOOR SHALL TLEASTW'BY 48'THAT ALLOWS EITMERAFORWARD OR PARALLEL W SHALL BE 17-19"ABOVE BATHROOM FLOOR. APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED \ L0 TMAX 36"MIN. 9 SHALL EXTEND THE FULL DEPTH OF THE STALL. I LETTER&NUMBERS ON SIGNS SHALL HAVE A WIDTH EXCEPTION:DRIVE4IP-ONLY ATM's NEED NOT COMPLY WTM THIS ITEM. SHALL BE LOCATED ONTHE SIDE WALL OPPOSITE CONTROL WALL. T TO HEIGHT RATIO OF BETWEEN 3:5&1:1 AND 427.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED,CONTROLS AND OPERATING MECHANISMS SHALL BE ,^ N MAXIMUM SPACE BETWEEN WALL AND SEAT EDGE SHALL BE I-112", LE ASTROKE-WIDTH TO HEIGHT RATIO BETWEEN 48"MAXIMUM AND I5'MINIMUM ABOVE THE FLOOR.IF THE FORWARD REACH IS OVER AN G VC° 36�'NAR. r SHALL PROJECT I6'MAXIMUM INTO STALL WIDTH,EXCEPT AT THE REAR I5'MAXIMUM OF =� � ® 1:5ItI10.LETTERS AND NUMBERS SHALL BE RAISED OBSTRUCTION(WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE)21F25"DEEP, a fl ,'y7 __ THE STALL,WHERE THE SEAT MAY PROJECT23'MAXIMUM INTO THE STALL WIDTH. _ AND SHALL BEIV,UPPER CASE,ACCOMPANIED OR SIMPLESERIF MAXIMUM HEIGHT BE 48'. Z I:y BE a g WHERE A SIDE REACH IS PROVIDED,CONTROLS AND OPERATING MECHANISMS SHALL BE 54' J r C `�' Yt$ WHERE A FIXED SEAT IS PROVIDED IN A ROLL-IN SHOWER,II SHALL BE A FOLDING TYPE AND rn GRADE 2 BRAILLE,RASIED CHARACTERS SHALL BE AT Q U MAXIMUM PAID Y MINIMUM ABOVE THE FLOOR,MAXIMUM HEIGHT SHALL BE 46'FOR A/ SHALL BE MOUNTED ON THE WALL ADJACENT TO THE CONTROLS. 97 INTERNATIONAL SYMBOL LEAST 518"HIGH.BUTNO HIGHER THAN 2'. SIDEREACHOVER AN OBSTRUCTION 84'MAXIMUM HIGH AND 24"MAXIMUM DEEP. LL _ TXE STRUCTURALBTRENGTH OF BEATS AND THEIR ATTACHMENTS SHALL COMPLYWITH ELEMENT \ \ EXCEPTION:DRIVE-UP-ONLY AIM'S NEED NOT COMPLY WITH THIS ITEM. J O W OFACCESSIBILTY T �/ DETAIL 121.1 DETAIL 12.11 L _ DETAIL 18.1 DETAIL 16.2 427.4 CONTROLS AND OPERATING MECHANISMS - CO2 {,{� DETAIL 122.1 4.21ATUBISHOWER GRAB BARSSEATS.GRAB BARS,MOUNTED 3336'ABOVE THE FLOOR,SHALL BE PROVIDED AS FOLLOWS: 21'MA% 1'MAX SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REWIRE TIGHT GRASPING,PINCHING,OR W '^ O 4.17.5 DOORS TRANSFER SHOWER: MHE FORCE V, TOILET STALL DOORS,INCLUDING HARDWARE,SHALL COMPLY WITH ELEMENT ID-:DOORS.IF CONTROL WALL:FULL WIDTH,CONNECTING TO BACK WALL GRAB BAR. DETAIL f4.3 DETAIL 14.1 THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THANSLBF. J W 7 TOIL ET STALL APPROACH IS FROM THE LATCH SIDE OF THE STALL DOOR,CLEARANCE BETWEEN THE BACK WALL:18'LONG,CONNECTING TO CONTROL WALL GRAB BAR. LIGHT SWITCH 4.34.3 CLEARANCES AND REACH RANGES I , `- DOOR SIDE OF THE STALL MID ANY OBSTRUCTION SHALL BE 47 MINIMUM(THIS AN SEAT WALL:NONE THERMOSTATS,ETC. 8"MAY FREESTANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL PROVIDE �// EXCEPTION FROM TYPICAL DOOR MANEUVERING CLEARANCES). ROLL-IN SHOWER: 11 NAIL).GRAB BARS SIDE WALLS:FULL WIDTH,CONNECTING TO GRAB BAR ON BACK WALL. FOR EXCEPTION: DRIVEROACHANDBSNEED NOT COMPLY BIDE REACHTO THE UNIT. N, ` Q J F BACK WALL FULL WIDTH,CONNECTING TO GRAB BARS ON SIDE WALLS. ® EXCEPTION:DRIVE-UP-0NLY ATM's NEED NOT COMPLY WITH THIS ITEM. F r GRAB BARS,MOUNTED 33*,W ABOVE THE FLOOR,SHALL BE PROVIDED AS FOLLOWS: REFER TO ELEMENT 12.8:GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. 0 0 /.34.4 EQUIPMENT FOR PERSONS WITH VISION IMPAIRMENTS N J STANDARD ACCESSIBLE STALL:ONE 40'SIDE WALL GRAB BARON NEAR WALL),ONE ,� U INSTRUCTIONS AND ALL INFORMATION FOR USE SKALL BE MADE ACCESSIBLE TO AND Ids 0 I REAR WALL GRAB BAR 4,21.5 CONTROLS AT TRANSFER SHOWERS,CONTROLS SHALL BE ON A SIDE WALL,OPPOSITE THE SEAT WALL,AND Uj 'ALTERN4TEA'ACCESSIBLE STALL:47SIDE WALL GRAB BAR EACH SIDE SHALL BE OFFSET TO THE FRONT HALF OF THE STALL. ELEMENT IS:ALARMS $ � INDEPENDENTLY USABLE BY PERSONS WITH VISION IMPAIRMENTSIDIIOTESSKETCHES: ll Y 'ALTERNATE B'ACCESSIBUS STALL:ONE 42'SIDE WALL GRAB BAR(ON NEAR WALL),ONE AT ROLL-IN SHOWERS,CONTROLS MAY BE LOCATED ON THE BACK WALL,WITH THE SHOWER 4.1.3(14)If EMERGENCY WARNING SYSTEMS ARE PROVIDED,THEN THEY SHALL.INCLUDE BOTH AUDIBLE AND VISIBLE A, o B REAR WALL GRAB BAR. HBAD A MAXIMUM 27'FROM ASIDE WALL,OR ON EITHER SIDE WALL.IF LOCATED ON THE &w Q BACK WALL,CONTROLS SHALT BE OFFSET TO ONE SIDE. ALARMS COMPLYING WITH THIS SECTION. �,a ME WALL GRAB BAR:MINIMUM LENGTH AS INDICATED,MOUNTED I2'MAXIMUM OFF ALL SHOWER CONTROLS SHALL BE LOCATED 3F MINIMUM AND 48'MAXIMUM ABOVE THE 4,28.1 WHEREREQUIRED WHEN REQUIRED,VISUAL ALARMS SHALL BE PROVIDED IN EACH OF THE FOLLOWING AREAS, J REAR Well. FLOOR. MINIMUM:RESTROOMS AND ANY OTHER GENERAL USAGE AREAS(E.G.,MEETING ROOMS),HALLWAYS, IE REAR WALL GRAB BAR.MINIMUM LENGTH 36',1Y MINIMUM EACH SIDE OF WATER FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT LOBBIES,AND PINY OTHER AREA FOR COMMON USE. CLOSET CENTERLINE. REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. 4.28.2 AUDIBLE ALARMS IF PROVIDED,AUDIBLE ALARMSSHALL PRODUCEASOUNDTHAT EXCEEDS THE PREVAILING EQUIVALENT CONVENIENCE OUTLETS REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT REACH DEPTIi MA%IMUMHEIGHT '; REFER TO ELEMENT 12.8:GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN SLBF. SOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST IS DBA OR EXCEEDS ANY MAXIMUM SOUND LEVEL DETAIL IRS DATA,TEE.,ETC. - - 0-0 I 4.21.6 SHDWERUNIT ASHOWERSPRAYUNITWITHAHOSE ATLWT60 LONGTHAN CAN BEUSED BOTHASA FIXED WITHADURATION OFWSECOND BY 50BA,WHICHEVER ISLOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 120 DBA IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES ININCHES 117 � ELEMENT 12.3:URINALS SHOWER AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. 428.3 VISUALALARMS VISUAL ALARM SIGNAL APPLIANCES SHALL BE INTEGRATED INTO THE BUILDING OR FACILITY ALARM SYSTEM. EXCEPTION:IN UNMONITORED FACILITIES WHERE VANDALISM IS A CONSIDERATION,A FIXED IF SINGLE STATION AUDIBLE ALARMS ARE PROVIDED THEN SINGLE STATION VISUAL ALARM SIGNALS SHALL BE ELEMENT 17:PUBLIC TELEPHONES 10 OR LESS 54 15 51 20 48 IQ 4.18.2(EIGHT SHOWER HEAD MOUNTED AT 48"ABOVE THE SHOWER FLOOR MAY BE USED IN LIEU OF THE PROVIDED E HAND-HELD SHOWER HEAD. VISUAL ALARM APPLIANCES SNALL HAVE THE FOLLOWING FEATURES: 4.1.3(17)(A)WHEREAPPLICABLE IF PUBLIC PAY TELEPHONES,PUBLIC CLOSED CIRCUIT TELEPHONES,OR OTHER PUBLIC 11 53IQ 16 WAR 21 47 IQ UI1T8.3ALCSLWL (51j*TYPE OR WALL HUNG WITH AN ELONGATED RIM AT I7"MAXIMUM ABOVE THE FLOOR. 4.213 CURBS IF PROVIDED,CURBS ON TRANSFER SHOWERS SHALL BE NO HIGHER THAN 17. I.THE LAMP SHALL BE A XENON STROBE TYPE OR EQUIVALENT. TELEPHONES ARE PROVIDED,THEN THEY SHALL COMPLY WITH THIS SECTION IN THE QUANTITIES 4. LEPR FL!NNt SPACE ROLL-N SHOWERS SHALL NOT HAVE CURBS. 2.THE COLOR SHALL BE CLEAR OR NOMINAL WHITE O.E.,UNFILTERED OR CLEAR FILTERED WHITE LIGHT). INDICATED BELOW: 12 53 17 W 22 47 I ACLEAR SPACE W'WIDE BY 4W DEEP MINIMUM SHALL BE PROVIDED IN FRONT OF URINAL 4.21.8 SHOWER ENCLOSURES IF PROVIDED,ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT 1.F ONE OR MORE SINGLE UNIT OF A TYPE OF PUBLIC TELEPHONE IS PROVIDED ONA 1'. TOALLOWAFORWARDAPPINOACH. TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. 3.THE MAXIMUM PULSE DURATION SHALL BE TWPTEFIIHS OF ONE SECOND WITH A MAXIMUM THIS SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE. QUTYCYCLE INTSOF1D%PULSE DURATIONSINES DEFINED AS THE TIME INTERVAL BETWEEN INITIAL 2.IF ONE BANK(DEFINED AS TWO OR MORE ADJACENTR THEN AT LEAST ONE OF THOSE PHONES LPUBC TELEPHONES,OEFTENN 13 521fZ 1B 491R 23 461f2 AND FINAL POINTS OF 1 E AM MAXIMUM SIGNAL.) I URINALPROVIDED WITH S THAT DONOT EXTEND BEYOND THE FRONT EDGE OF THE URINAL RIM MAY BE INTEINSTALLED PROVIDED WITH 29"CLEARANCE BETWEEN THEM. 4.THE FLASH RATE SHALL BE AMINIMUM F CANDELA. ASAUNII♦OFATYPE OF TELEPHONERS PROVIDED ONAFLOOR,THEN AT LEAST ONE 14 511i2 19 49 24 4fi 5.THE FUSHRATESHALLE AMINIMUM B 1 HZ AND A MAXIMUM OF 3 HZ. THE TELEPHONES AT THE BANK SHALL COMPLY WITH THIS SECTION. 1.18./FLUSH CONTROLS BACX fi.THE APPLIANCE SHALL BE PLACED 80"ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6' 3.IFTWOOR MORE RANKS OF ATYPE OF PUBLIC TELEPHONE ARE PROVIDEDON A FLOOR, NOTE: DOES NOT APPLY TO DRIVE UP MACHINES. CONTROLS SHALL BE 44'MAXIMUM ABOVE THE FINISHED FLOOR. BELOW THE CEILING,WHICHEVER IS LOWER. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. T=7 7.IN GENERAL,NO PLACE IN ANY ROOM OR SPACE SHALL BE MORE THAN 50 FROM THE SIGNAL THEN AT LEAST ONE TELEPHONE PER BANK SHALL COMPLY WITH THIS SECTION.THE CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, P (MEASURED INA HORIZONTAL PLANE). ACCESSIBLE UNIT MAYBE INSTALLED ASA SINGLE UNIT IN PROXIMITY(EITHER PINCHING,OR TWISTING OFTHE WRIST, IN LARGE ROGMS AND SPACES EXCEEDING 1W'ACROSS,WITHOUT OBSTRUCTIONS 6' VISIBLE OR WITH SIGNAGE)TO THE BANK.AT LEAST ONE PUBUC TELEPHONE PER FLOOR ELEMENT 20:DRESSING AND FITTING ROOMS gEO ARC", THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. N1 ABOVE THE FINISH FLOOR,SUCH AS AUDITORIUMS,DEVICES MAY BE PLACED AROUND THE SHALL MEET THE REQUIREMENTS FOR A FORWARD REACH TELEPHONE, 48 qHr "MIN. PERIMETER,,SPACED 100'APART,IN LIEU OF SUSPENDING FROM THE 4.1.3(21)WHEREREQUIRED WHERE DRESSING PAID FITTING ROOMS ARE PROVIDED FOR USE BY THE GENERAL PUBLIC, U a O FO CEILING. EXCEPTION:FOR EXTERIOR INSTALLATIONS ONLY,IF DIAL TONE FIRST SERVICE IS AVAILABLE PATIENTS,CUSTOMERS OR EMPLOYEES,S%,BUT AT LEAST ONE.OF THE DRESSING ROOMS FOR = J CHRI510PTILAG 8.NO PLACE IN COMMON CORRIDORS OR HALLWAYS SHALL BE MORE THAN 50 FROM THE SIGNAL. THEN A SIDE REACH TELEPHONE MAY BE INSTALLED INSTEAD OF THE FLEW)RED FORWARD REACH EACH TYPE OF USE IN EACH CLUSTER OF DRESSING ROOMS SHALL BE ACCESSIBLE AND SHALL DOEBSCNUo 7ELEPHONEO.E.,ONE TELEPHONE IN PROXIMITY TO EACH BANK SHALL COMPLY WITH THIS COMPLY WITHTHIS SECTION. € • No.G29209 428.4 AUXILIARYALARMS UNITS AND SLEEPING ACCOMMODATIONS SHALL HAVE A VISUAL ALARM CONNECTED TO THE BUILDING TELE (EXAMPLES OF TYPES OF DRESSING ROOMS ARE THOSE SERVING DIFFERENT GENDERS OR _ pEn, Q -I -I EMERGENCY ALARM SYSTEM OR SHALL HAVEASTANDARD 110-VOLTELECTRICAL RECEPTACLE INTO WHICH ADDITIONAL PUBLIC TELEPHONES MAYBE INSTALLED AT ANY HEIGHT. DISTINCT AND DIFFERENT FUNCTIONS AS IN DIFFERENT TREATMENT OR EXAMINATION FACILITIES.) �9 2 g � SUCHAN ALARM CAN BE CONNECTED ANDA MEANS BYWHICH ASIGNAL FROM THE BUILDING CLEAR FLOOR SPACE UNLESS OTHERWISE SPECIFIED,ACCESSIBLE TELEPHONES MAY BE EITHER FORWARD OR SIDE REACH. IN ALTERATIONS WHERE TECHNICAL INFEASIBILITY CAN BE DEMONSTRATED,ONE DRESSING ROOM ,7 EMERGENCY ALARM CAN TRIGGER SUCH AN AUXILIARY ALARM. d8' WHEN VISUAL SIGNALS ARE IN PLACE,THE SIGNAL SHALL BE VISIBLE IN ALL AREAS OFTHE UNIT OR ROOM. 4.1.Nl7)(B)WHEREAPPLICABLE ALL TELEPHONE REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPPED WITH AVOLUME CONTROL. FOR EACH SEX ON EACH LEVEL SHALL BE MADE ACCESSIBLE.WHERE ONLY UNISEX DRESSING J , INSTRUCTIONS FOR USE OF THE AUXILIARY ALARM OR RECEPTACLE SHALL BE PROVIDED. IN ADDITION,25%,BUT NEVER LESS THAN ONE,OF ALL OTHER PUBLIC TELEPHONES ROOMS ARE PROVIDED,ACCESSIBLE UNISEX DRESSING ROOMS MAYBE USED TO FULFILL THIS IN SHALL BE EQUIPPED WITHAVOLUMECONTROLANDSHALLBEDISPERSEDAMONGALL REQUIREMENT. MAY S3 ZODI DETAIL I2.3.1 DETAIL U.3.2 L NTROTYPES OF TELEPHONES,INCLUDING CLOSED CIRCUIT TELEPHONES,THROUGHOUT THE BUILDING ORELEMENT t2.4:LAVATORIES&MIRRORS SHOWER STALL EA FACILITY. 42.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE ALLOWING A PERSON IN A WHEELCHAIR TO MARE A 1 W°TURN SHALL BE SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SHALL BE PROVIDED IN EVERY ACCESSIBLE DRESSING ROOM ENTERED THROUGH A SWINGING OR SLIDING PROVIDED AT EACH TELEPHONEEQUIPPED WITH AVOLUME CONTROL. DOOR(EITHER AW'CLEAR DIAMETER SPACE,OR ATSHAPED SPACE,W"SQUAPE,WITH 4.192 HEIGHT AND CLEARANCE '` 38"WIDE LEGS,IS ACCEPTABLE.) LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34' 4.1.3(17)(C)TEXT TELEPHONES NO DOOR SHALL SWING INTO ANY PART OF THE TURNING SPACE. REVISIONS AUOVETHEFIMSHFLOOR, Z_" $ WHEREREQUIREOI.IF ATOTAL NUMBER OF 4 OR MORE PUBLIC PAY TELEPHONES(INCLUDING BOTH INTERIOR TURNING SPACE SHALL NOT BE REQUIRED IN A PRIVATE DRESSING ROOM ENTERED THROUGH C LAVATORIESSHALLEXTENDI7'MINIMUMFROMTHEWALL. %9 AND EXTERIOR PHONE$)IS PROVIDED AT A SITE,AND AT LEAST ONE IS IN AN INTERIOR CURTAINED OPENING AT LEAST 32'WIDE IF CLEAR FLOOR SPACE FOR A WHEELCHAIR I$ C 1 CLEARANCE OF 2V MINIMUM SHALL BE PROVIDED FROM FINISH FLOOR TO BOTTOM OF LOCATION,THEN AT LEAST ONE INTERIOR PUBUC TEXT TELEPHONE SHALL BE PROVIDED. PROVIDED WITHIN THE DRESSING ROOM. 2 IF AN INTERIOR PUBLIC PAY TELEPHONE IS PROVIDED IN A STADIUM OR ARENA,IN A APRON. 1117A 4,35.3 DOORS ALL DOORS TO ACCESSIBLE DRESSING ROOMS SHALL BE ACCESSIBLE.(REFER TO ELEMENT ID-:DOORS.) I KNEE CLEARANCE OF 27"h11NIMUh1 SHALL EXTFNDB"MINIMUM UNDER THE EDGE OF CONVENTION CENTER,NAHOTEL WITHA CONVENTION CENTER, MALL, ,nop,IIVFD THE LAVATORY. 16'MAX CONTROLAREA AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IN THE FACILITY. 4.35.4 BENCH EVERYACCESSIBLE DRESSING ROOM SHALL HAVE A 24'BY 48'BENCH FIXED TO THE WALL FOR P:f:,.,; 16 LJANCE ElTOE CLEARANCE OFT MINIMUM SHALL BE PROVIDED FOR THE FULL DEPTH OFTHE LAVATORY. 3.IF A PUBLIC TELEPHONE IS LOCATED IN OR ADJACENT TO A HOSPITAL EMERGENCY ROOM, ALONG THE LARGER DIMENSION. SCOTT FAZEK:.S&ASSOCIATES,INC. 4.19.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 30'BY48"SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW SHOWER SEAT DETAIL HOSPITAL RECOVER ROOM,OR HOSPITAL WAITING ROOM,ONE PUBLIC TEXT TELEPHONE THE BENCH SHALL BE MOUNTED ITTO I9'ABOVE THE FINISH FLOOR. CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH TO ALLOW A PERSON USING ❑ FORWARD CLEAR APPROACH.OACH. TELEPHONES, ERE A BANK T LEAST IN THE TELEPHONE OF E IN EACH LNG CH BANKS HALLOF 3 B MORE PUBLIC WITH PAY _ DATE A WHEELCHAIR TO MARE AGT PARALLEL THE BENCH S ONTO THE BENCH. ❑ THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE PAID SHALL EXTEND TELEPHONES,AT LEAST ONE PUBLIC PAY TELEPHONE IN EACH SUCH BANK SHALL BE EQUIPPED WITUA THE STRUCTURAL STRENGTH OF THE BENCH SHALL COMPLY WITH ELEMENT 12.9:TUB "STNUPIED$BA4B'e been reviewed for adherence to the AMAXIMUMOF ITUNDERNEATH THE LAVATORY, SHELFAND OUTLET TO ACCOMMODATE PORTABLE TEXT TELEPHONEAS DESCRIBED BELOW. - cocas and ordinance. Authorization is 4.AR4 EXPOSED PIPES AND SURFACES HOT WATER AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE WHERE IN IN CONJUNCTION WITH SHOWERS, POOLS,OR OTHER WET ❑ CONFIGUREDTO PROTC-CT AGAINSTCOVTACT. ELEMENT I2.B:GRAB BARS 4.1.5(1HE)WHEREREQUIRED ALTERATIONSIEXISTINGCONDRIONS: LOCATIONS,WATER SHALL NOT ACCUMJATE UPON THE SURFACE OF THE BENCH AND THE BENCH', 'snted to issue a building permit pending I THERE SHALL BE OTECAAINSTC NTASURFACES UNDER LAVATORIES. AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IF: SHALL HAVE A SLIP-RESISTANT SURFACE. �,DY all applicab'a City agencies. ❑ 4THE FAUCETS No SHARP OR ALLBEVE SURFACES U DE HAND AND-SHALL NOT REQUIRE TIGHT GRASPING, 4.262 SIZEANDSPACING DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1-lie TO 1.1I7,OR THE SHAPE SHALL 1.ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES WITH LESS THAN 4 EXTERIOR OR g g p INTERIOR PUBLIC PAY TELEPHONES WOULD INCREASE THE TOTAL NUMBER TO4 OR E"a nuance or ra^tin of a ermit based oo PINCHING,OR MISTING OF THE WRIST. PROVIDE AN EQUNALFAT GRIPPING SURFACE. 4.35.5 MIRROR WHERE MIRRORS ARE PROVIDED IN DRESSING ROOMS OF THE SAME USE,IHENINl:1 of these pla:�s sha!I not be construed to _ THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 OF. THE SPACE BETWEEN GRAB BARS AND ADJACENT WALLS SHALL BE I-10. MORE TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION;OR ACCESSIBLE DRESSING ROOM,A FULL-LENGTH MIRROR,MEASURING AT LEAST IT WIDE BY#;r,r,,;{I or approve any vioiation of the applicable B V) 2.ALTERAIIONSTO ONE OR MORE EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES OCCUR HIGH,SHALL BE MOUNTED INA POSITION AFFORDING 0.VIEWTOAPERSON ON THE BENCH Ak;des or ordinance. No permit presumed to give B LEVER-0OPERATED, -TYPE,AND ELECTRONICALLY CONTROLLED MECHANISMS ARE 426.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: IN AN EXISTING BUILDING OR FACILITY WITH 4 OR MORE PUBLIC TELEPHONES WITH AT WELL AS TO A PERSON IN A STANDNG POSITION. aulhority to violate or cancel the provisions of such W EXAMPLES OF ACCEPTABLE DESIGNS. 1"BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF LEAST ONE IN AN INTERIOR LOCATION. ;odes shall be valid. E F SELF-CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST ID-SECONDS. 2W LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. 4.31.2 CLEAR FLOOR SPACE ACLFM FLOOR OR GROUND SPACE AT LEAST 37 BY 48'THAT ALLOWS EITHER A FORWARD OR PARALLEL Z 2.SHEAR STRESS INDUCED BY APPLICATION OF2W LBF SHALL BE LESS THAN 419B MIRRORS MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 401 ALLOWABLE SHEAR STRESS FOR MATERIAL USED.IF CONNECTION BETWEEN GRAB APPROACH BY A PERSON USING AWHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. MAXMUM.4BOVE THE FINISH FLOOR. BASES,ENCLOSURES,AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE BAR AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT PROTOTYPE 4.23.9 MEDICINE CABINETS IF MEDICINE CABINETS ARE PROVIDED,AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHO USE WHEELCHAIRS. f NO HIGHER THAN 44'ABOVE THE FLOOR, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 431.3 MOUNTINGHEIGHT THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 4WMAXIMUM ABOVE THE FLOOR WHERE 3.SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF FORWARD REACH I$REQUIRED,AND 51W MAXIMUM WHERE A SIDE REACH IS REQUIRED. Q 7'MIN. 2W LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR IF THE FORWARD REACH IS OVER AN OBSTRUCTION NTH KNEE SPACE EQUAL TO OR GREATER THAN STORE NUMBER MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,WHICHEVER IS THE SMALLER REACH DISTANCE)20-25-DEEP THE MAXIMUM HEIGHT SHALL BE AV;IF THE OBSTRUCTION IS LESS THAN r ALLOWABLE LOAD. 20'DEEP MAXIMUM HEIGHT SHALL BE IB" 4.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 2W LBF PLUS MAXIMUM HEIGHT SHALL BE 4T FOR SIDE REACH OVER AN OBSTRUCTION 34"MAXIMUM HIGH AND 'F�L THE MAXIMUM MOMENT FROM THE APPLICATION OF 2W LBF SHALL BE LESS THAN 24'MAXIMUM DEEP. WD PROJECT NUMBER v 13 THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING 4.4.1 PROTRUDING OBJECTS OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27'AND 8TABOVE THE A RAIPD0001 A n R S STRUCTURE. FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4'INTO WALKS OR CORRIDORS. OBJECTS � &I 5.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27ABOVE THE FINISHED FLOOR MAY 19 PROTRUDE ANY AMOUNT I a'MIN ).'MAX. 48'MIN. 4.26.4 ELIMINATING HAZARDS GRAB BARS AND ADJACENT WALL SURFACES SHALL BE FREE OF SHARP OR ABRASIVE SURFACES. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG I?MAXIMUM FROM 27 �O 0 EDGES SHALL HAVE A RADIUS OF I.B'MINIMUM. TOW ABOVE THE FINISHED FLOOR OR GROUND. 7 MIN. DETAIL 12.5.1 DETAIL 12.5.2 PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 7 8 9 10 11 12 13 alvlxl 14 15 16 1 2 3 4 5 .a �6 �w�» �,,, �, IIdII .e,Inn �, 1H x III . � .n- �, �- a ..� "- 1- ��3 axx ....� 1 2 3 4 5 8 7 8 9 10 N 12 13 14 15 18 M1 M Ners 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 949.753.7678 F CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL wdpartners.00m CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT PROGRAM COMMERICAL DESIGN REVIEW NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 PageI of 15 &UNIFORM SIGN PROGRAM NO.2007-01 Page 2 of 15 Page 3 of 15 Page 4 of 15 Atlanta Page 1 of 15 Boston Ordinance. Construction generated dust and erosion shall be mitigated in 13. The hours of operation for the drive-thru pharmacy facility shall be site plans or building elevations shall be subject to the review of the L Col L Columbumb us accordance with the provisions of Municipal Code, Chapter 15.72 and limited to the hours of operation expressed within the Business Plan Community Development Director. Dallas r using accepted control techniques.Interim erosion control measures shall submitted. Los,Angeles � t be provided thirty(30)days after the site's rough grading,as approved by 21. Plan Check shall conform to the submitted plans as modified by Miamii, Sacramento City Engineer. 14. The applicant shall at all times comply with Section 17.78 (Noise Conditions of Approval, or the Planning Commission/City Council PLANNING 7. The Applicant shall comply with the City's Noise Ordinance. Control)of the Lake Elsinore Municipal Code. through subsequent action. Construction activity shall be limited to the hours of 7:00 AM to 5:00 15. Exterior security lighting shall be provided in association with the drive- 22. All roof mounted or ground support air conditioning units or other General Conditions: PM,Monday through Friday,and no construction activity shall occur on thru pharmacy facility.The lighting shall be shielded and directed on-site mechanical equipment incidental to development shall be architecturally Saturdays,Sundays or legal holidays. so as not to create glare onto neighboring properties.The proposed light screened or shielded by landscaping so that they are not visible from 1. The applicant shall defend (with counsel acceptable to the City), fixtures shall compliment the building architecture and shall be reviewed neighboring property or public streets.Any material covering the roof K indemnify,and hold harmless the City,its Officials,Officers,Employees, 8. The proposed location of onsite construction trailers shall be approved by and approved by the Director of Community Development or Designee. equipment shall match the primary wall color. K and Agents from any claim,action,or proceeding against the City,its the Community Development Director or Designee. A cash bond of Officials,Officers, Employees, or Agents to attach,set aside,void,or $1,000.00 shall be required for any construction trailers placed on the site 16. Necessary traffic circulation signage shall be erected onsite in association 23. All exterior on-site lighting shall be shielded and directed on-site so as annul an approval of the City,its advisory agencies,appeal boards,or and used during construction. Bonds will be released after removal of with the drive-thru pharmacy lanes and one-way drive aisle around the not to create glare onto neighboring property and streets. All light legislative body concerning the commercial project attached hereto. trailers and restoration of the site to an acceptable state,subject to the cast side of the Rite-Aid building. Signage shall be reviewed by the fixtures shall compliment the architectural style of the building and shall approval of the Community Development Director or designee. Community Development Director or designee. be reviewed and approved by the Director of Community Development 2. The applicant shall deliver to the Planning Department a cashier's check or Designee. or money order made payable to the Riverside County Clerk in the 9. The applicant shall comply with all applicable City codes and ordinances. Commercial Design Review No.2006-01: amount of$64.00.00 to enable the City to file the Notice of Exemption. 24. Applicant shall comply with all ADA(Americans with Disabilities Act) Said filing fee shall be provided to the City within 48 hours of project Conditional Use Permit No.2006-01: 17. Approval for Commercial Design Review No.2006-01 will lapse and be requirements. _ approval. void unless building permits are issued within one(1)year following the 10. The Conditional Use Permit approved herein shall lapse and shall date of approval. 25. Trash enclosures shall be constructed per City standards as approved by 3. Applicant shall place a weatherproof 3'x 3'sign at the entrance to the become void one(1)year following the date on which the use permit the Community Development Director or Designee prior to issuance of E project site identifying the approved days and hours of construction became effective,unless prior to the expiration of one 1 Certificate ofOccu P p ( )year a building 18. Any alteration or expansion of a project for which there has been a panty. activity and a statement that complaints regarding the operation can be permit is issued and construction commenced and diligently pursued "Design Review"approval as well as all applications for modification or lodged with the City of Lake Elsinore Code Enforcement Division at toward completion on the site. other change in the conditions of approval of a"Design Review"shall be 26. No exterior roof ladders shall be permitted. (951)674-3124. reviewed according to the provisions of Chapter 17.82 in a similar 11. The Conditional Use Permit shall comply with all applicable manner as a new application. 27. All exterior downspouts shall be concealed within the buildings. 4. All Conditions of Approval shall be reproduced upon page one of requirements of the Lake Elsinore Municipal Code, Title 17 unless building plans submitted to the Building and Safety Division for Plan modified by approved Conditions of Approval. 19. No structure which has received a"Design Review"or"Minor Design 28. Materials and colors depicted on the plans and materials board shall be Check. Review"approval shall be occupied or used in any manner or receive a used unless modified by the Director of Community Development or H 12. The Conditional Use Permit granted herein shall run with the land and Certificate of Occupancy until the Director of Community Development designee.The colors and materials include the following:5. Prior to issuance of any grading or building permits,the applicant shall shall continue to be valid upon a change of ownership of the site or has determined that all Conditions of Approval have been complied with. Fi sign and complete an "Acknowledgement of Conditions," and shall structure which was the subject of this approval. Field Color.Sherwin Williams,"Mimble Gold"SW63SO return the executed original to the Community Development Department 20. All site improvements approved with this request shall be constructed as fbr inclusion in the case records. Field Color:Sherwin Williams,"Napery" � indicated on the approved site plan and elevations.Revisions to approved SW386 6. The Applicant shall comply with all requirements of the City's Grading W > to G GT 0 APPROVED SCOTT Z Q t•CR P�iMIT ISSUANCE Q W U F,gZEKAS&ASSOCIATES,INC. DATE-_ J O W :a,ns have been reviewed for adhererre t.:the odes a,,d ordinance. Authorize' n is Fv a s to issue a building permit pe-Icing N O PF;;cable City agencies. J ,, e or granting of a permit ba•.�-i on Y -.i he a clans small rc:be cons Q utnc x lance. No permit presumed qNe Q J F or concei the provisions o'such F W J W CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL '�'r:es shnr be va;;d. CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW W Page 5 of 15 5 of 15&UNIFORM SIGN PROGRAM N0.2007.01 Page NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.200602&UNIFORM SIGN PROGRAM NO.2007.01 Y e 6 of 15 Page 7 of 15 Page 8 of 15 _ Q Page Field Color:Sherwin Williams,"Nomadic Desert"SW6107 a. All planting areas shall have permanent and automatic sprinkler r J system with 100%plant and grass coverage using a combination of k. One twenty-four inch (24") box size tree shall be installed for 42. The location,size,style,design,illumination and color for all signs shall Accent Color:Sherwin Williams,"Steady Brown"SW6110 drip and conventional irrigation methods. every thirty-linear feet(30')of street frontage,selected from the comply with the Uniform Sign Program(Approved herein).Any approved City street tree list. additions or revisions to the Uniform Sign Program shall require Stone Veneer:Wainscot by Eldorado Stone:Manzanita Cliffstone Blend b. All planting areas shall be separated from paved areas with a six Planning Division review and approval. E inch(6")high and six inch(6")wide concrete curb. 35. Prior to issuance of building permits,applicant shall provide assurance E Storefront:Anodized Clear Aluminum that all required fees to the Lake Elsinore Unified School District have 43. The Design Review approval for Uniform Sign Program No.2007-01 for c. Plantings within fifteen feet(15')of ingress/egress points shall be been paid. the project known as Lakeshore Plaza Shopping Center shall lapse and 29. Parking stalls shall be double-striped with four-inch(4")lines two feet no higher than thirty-six inches(36"). become void one(1)year following the date on which the Design Review (2')apart. 36. Prior t building o issuance of permits, the applicant shall provide became effective,unless prior to the expiration of one year,a building _d. Any transformers and mechanical or electrical equipment shall be assurance that the Public Building Impact Fee has been paid. permit related to the Design Review is issued and construction 30. All exposed slopes in excess of three feet (3') in height shall have indicated on landscape plan and screened as part of the landscaping commenced and diligently pursued toward completion.The Design permanent irrigation system and erosion control vegetation installed and plan. 37. Prior to issuance of building permits, the applicant shall provide Review granted herein shall run with the land for this one(1)year period n approved by the Planning Division. e. Shrubs and vines shall be planted around the onsite trash and shall continue to be valid upon change assurance that the Library Capital Improvement Fund fee has been paid. g of ownership of the site. 31. On-site surface drainage shall not cross sidewalks. enclosures to soften the structures. 38. Prior to issuance of building permits, the applicant shall provide ENGINEERING DEPARTMENT evg�D ARC/y7T�0 D £ Final landscape plans to include planting and irrigation details. assurance that all Multiple Species Habitat Conservation Plan fees have D J ON ST0PNEBK ^ Prior to Issuance of Building/Gra ding Permit: been paid. General Requirements: * DOERSMIAG No G-2a209 g. The landscape plan shall provide for ground cover, shrubs, and signed NT9 REN.3MM9 32. A Lot Merger application shall be submitted and approved by the trees and meet all requirements of the City's adopted Landscape 39. Prior to issuance of b 44. Aradin uilding permits,the applicant shall provide evidence g plan gned and stamped by a Calif.Registered Civil Engineer shall b Engineering Department to combine the two existing lots onsite. Guidelines. Special attention to the use of Xeriscape or drought that all Riverside County Fire Department standards and requirements a required if the grading exceeds 50 cubic yards or the existing resistant plantings with combination drip irrigation system to be have been complied with. flow pattern is substantially modified as determined by the City 33. Prior to issuance of Building Permit, the applicant shall submit a used to prevent excessive watering. Engineer.If the grading is less than 50 cubic yards and a grading plan is MAY 2$2007 photometric study to the Community Development Department for Uniform Sign Program No 2007-01: not required,a grading permit shall still be obtained so that a cursory review and approval. The study shall show locations of all exterior h. All landscape improvements shall be bonded 100%9 for material drainage and Bow pattern inspection can be conducted before grading ms. t; lighting fixtures and shall verify that a minimum 1-foot candle of and labor for two years from installation sign-off by the City. 40. The applicant shall apply for a sign permit and pay appropriate begins. illumination is achieved throughout the onsite parking area.Moreover, Release of the landscaping bond shall be requested b the applicant processing fees for any sign REVISIONS C t p g p' g q y Pp gn installed at the project site. 45. Prior to commencement of grading operations,applicant to provide to the C El Pc2 05-24-07 the study shall demonstrate that a minimum of 5-foot candles is achieved at the end of the required two years with approval/acceptance by at building entrances. the Landscape Consultant and Community Development Director 41. The two center identification monument signs on each side of the City with a map of all proposed haul routes to be used for movement of El J or Designee. Lakeshore Avenue driveway shall be modified to include the City of export material. Such routes shall be subject to the review and approval Q 34. Three(3) sets of the Final Landscaping/Irrigation Detail Plan shall be Lake Elsinore logo prior to issuance of sign permits. of the City Engineer. ® \ submitted, reviewed and approved by the City's Landscape Architect i. All landscaping and irrigation shall be installed within affected 46. All grading shall be done under the supervision of a El /Q p geotechnical N Consultant and the Community Development Director or designee,prior portion of any phase at the time a Certificate of Occupancy is LL to issuance of building permit. A Landscape Plan Check&Inspection requested for any building.Final landscape plan must be consistent engineer and he shall certify all slopes steeper than 2 to 1 for stability and Fee will be charged prior to final landscape approval. with approved site plan. proper erosion contra]. All manufactured slopes greater than 30 ft. inheight shall be contoured. Ma Q j. One twenty-four inch(24")box size tree shall be installed for every - 47. An Encroachment Permit shall be obtained prior to any work on City ® g it g five parking spaces within the onsite parking area. p PROTOTYPE Z STORE NUMBER 0 �I r WD PROJECT NUMBER Q PC2 A RAIP00001 A Z CAa10 �. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ..III muuuuuu wal wluulu uu. as a: >; s - .. uH u.am �,. _-- .�_.. o.»,�. .. �. .- ..via•- - ..«« �aoa mmnl .� �.: - � m ..�- � a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 M. M Ners 2852 Kelvin Avenue Irvine,CA 92614 949.753:7616 T 949.7537678 F CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL wdpartners.com CONDITIONAL USE PERMIT NO.2006.01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO,20RAM NOM 007-01 DESIGN REVIEW CONDITIONAL USE PERMIT PROGRAM COMMERICAL DESIGN REVIEW NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 N0.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 a 12 of t5 Page 9 of 15 Page 10 of 15 Page 11 of 15 Page Atlanta Boson ' right-of--way. management and discharge control. In accordance with state and federal Drive. A signing and striping plan on-site and offsite and street III LChicagoColumbus 58. In accordance with the City's Franchise Agreement for waste disposal& law,these local storm water ordinances prohibit the discharge of waste into improvement plan shall be provided and approved by the City Engineer. Dallas 48. Arrangements for relocation of utility company facilities(power poles, recycling,the applicant shall be required to contract with CR&R Inc.for storm drain system or local surface waters. This includes non-storm water Los Angeles vaults,etc.)out of the roadway shall be the responsibility of the property removal and disposal of all waste material,debris,vegetation and other discharges containing oil,grease,detergents,trash,or other waste remains. 73. Provide reciprocal access to the adjacent property on the southwesterly Miami owner or his agent.Overhead utilities shall be undergrounded. rubbish generated during cleaning,demolition,clear and grubbing or all Brochures of "Storm water Pollution, What You Should Know" portion of the project.The applicant should pursue connectivity and use Sacramento other phases of construction. describing preventing measures are available at City Hall. of this existing offsite driveway at project opening. 49. Underground water rights shall be dedicated to the City pursuant to the provisions of Section 16.52.030(LEMC),and consistent with the City's 59. On-site drainage shall be conveyed to a public facility, accepted by PLEASE NOTE:The discharge of pollutants into street,gutters,storm drain 74. Provide a traffic study. The study shall be per County guidelines and adjacent property owners by a letter of drainage acceptance,or conveyed system,or waterways-without Regional Water Quality Control Board permit or scope of work approved by the City.The study's recommended traffic agreement with the Elsinore Valley Municipal Water District. to a drainage easement. waver-is strictly prohibited by local ordinances and state and federal law. improvements, if approved by the city, shall be completed by the applicant as part of this project. 50. The applicant shall install permanent bench marks per Riverside County K Standards and at locations to be determined by City Engineer. 60, All natural drainage traversing the site shall be conveyed through the site, Prior to Approval of final site plan and grading plan,unless other timing is K or shall be collected and conveyed b a method approved b the City indicated, the applicant shall complete the following or have plans 75. The applicant shall submit a WQMP of the project for City's review and Y Y PP Y tY PP P I; 51. Provide fire protection facilities as required in writing by Riverside Engineer. submitted and approved,agreements executed and securities posted: approval. County Fire, 61. Roof drains shall not be allowed to outlet directly through coring in the 66. The applicant shall dedicate additional right-of-way on Lakeshore Drive Prior to Issuance of a Grading Permit 52. Applicant shall pay all applicable development fees,including but not all street curb.Roofs should drain to a landscaped area. such that the ultimate right-of-way width to centerline is 60 feet. 76. Submit grading laps with appropriate securi H Hydrology and inclusive:TUMF,MSHCP,TIF,Railroad Canyon Benefit District Fees, Lakeshore Drive shall be improved to meet General Plan street section of g g Psecurity, Y gY and area drainage fees. 62. Applicant shall comply with all NPDES requirements in effect;including 48 feet from centerline to curb face. Hydraulic Reports prepared by a Registered Civil Engineer for approval the submittal of a Water Quality Management Plan(WQMP)as required by the City Engineer. Developer shall mitigate any flooding and/or 53. 10 year storm runoff shall be contained within the curb and the 100 year per the Santa Ana Regional Water Quality Control Board. The 67. The applicant shall dedicate additional right-of-way on Machado Street erosion downstream caused by development of the site and/or diversion storm runoff shall be contained within the street right-of-way. When requirements of WQMP may affect the overall layout of the project. such that the ultimate right-of-way width to centerline is 50 feet. ofdrainage. J either of these criteria are exceeded,drainage facilities shall be provided. Therefore,WQMP submittal should be during the initial process of the Machado Street shall be improved to meet General Plan street section of J` project. 40 feet from centerline to curb face. 77. The grading plan shall show that no structures,landscaping,or equipment 54. All drainage facilities in this project shall be constructed to Riverside are located near the project entrance that minimizes sight distance County Flood Control District Standards. 63. Education guidelines and Best Management Practices (BMP) shall be 68. The applicant shall improve(modification)the traffic signal at Machado standards. provided to residents of the development in the use of herbicides, Street and Lakeshore Drive. 55. All compaction reports, grade certifications, monument certifications pesticides,fertilizers as well as other environmental awareness education 78. Construction Project access and hauling route shall be submitted and (with tie notes delineated on 8%'x I I"Mylar)shall be submitted to the materials on good housekeeping practices that contribute to protection of 69. The driveway entrances shall be right-in/right-out only and improved approved by the City Engineer, Engineering Division before final inspection of public works storm water quality and met the goals of the BMP in Supplement"A"in with raised median access control devices(porkchop). the Riverside County NPDES Drainage Area Management Plan. 79. Provide soils, geology and seismic report including street design improvements will be scheduled and approved. Re uired or lot o one acre or more 70. The applicant shall provide public street lighting on Machado Street and recommendations. Provide final soils report showing compliance with ( q f f ) PP P P g g recommendations. 56. Slopes and landscaping within public right-of-way shall be maintained by on Lakeshore Drive. H H the property owner or property owner's association. 64. Applicant shall provide BMP's that will reduce storm water pollutants from parking areas and driveway aisles.(Required for In/of nne acre or 71. The applicant shall install a solar Powered school speed!lashing beacons 80. An Alquisl-Priolo study shall be perforated on the site to identify any 57. All open space and slopes except for public parks and schools and flood more) at the approaches to Machado Elementary on Machado Street. hidden earthquake faults and/or liquefaction zones present on-site. control district facilities,outside the public right-of-way shall be owned 65. City of Lake Elsinore has adopted ordinances for storm water 72. Revise the signing and striping on Machado Street and on Lakeshore 81. The applicant shall obtain all necessary off-site easements and/or permits and maintained by property owner or property owner's association. LIJ C > U.) G G Q � Z W Q Q W W 0 APPROVED j Y ? !-OR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES INC. F CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL DATE _ F J J CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL.DESIGN REVIEW CONDITIONAL USE PERMIT NO.2D0601,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW •ns have been reviewed for adherent- the W W codes and ordinance. Authoriz :n is L(') NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 NO.2006-02&UNIFORM SIGN PROGRAM N0.2007.01 L-,ted:o issue a building permit it oirg W Page 13 of 15 Page 14 of 15 Page 15 of 15 dll applicable City agencies. I- V g Q for off-site grading and/or drainage acceptance from the adjacent 88. Pay all fees and meet requirements of an encroachment permit issued by o te or grantinsh of aermit ba i on hese puns all not p be cons to f property owners prior to grading permit issuance. the Engineering Division for construction of off-site public works RIVERSIDE COUNTY FIRE DEPARTMENT ?'^ �,•urova anra.any violation of the ap Ole improvements(LEMC12.08,Re5.83-78).All fees and requirements For J u'h-'•y ;'ol:Ale or No permit presumed: ;we cancel the provisions o+such 82. Applicant to provide erosion control measures as part of their grading an encroachment permit shall be fulfilled before Certificate of 99. The applicant shall comply with all Riverside County Fire Departments c0ras shall�e•.•aj d. plan.The applicant shall contribute to protection of storm water quality Occupancy. requirements and standards(see attached conditions of approval). and meet the goals of the BMP in Supplement "A" in the Riverside County NPDES Drainage Area Management Plan. 89. All compaction reports, grade certifications, monument certifications BUILDING AND SAFETY DEPAR TMENT _ (with tie notes delineated on 8 1/2"x 11"Mylar)shall be submitted to the E � 83. Applicant shall provide the city with proof of his having filed a Notice of Engineering Division before final inspection of off-site improvements 100. ADA Path of Travel to the public right-of-way shall be completed prior Intent with the Regional Water Quality Control Board for the National will be scheduled and approved. to issuance of Certificate of Occupancy. Pollutant Discharge Elimination System(NPDES)program with a storm water pollution prevention plan prior to issuance of grading permits.The 90. All public improvements shall be completed in accordance with the LAKE ELSINORE UNIFIED SCHOOL DISTRICT applicant shall provide a SWPPP for post construction,which describes approved plans to the satisfaction of the City Engineer. BMP's that will be implemented for the development including 101. Pursuant to AB 2926,AB 1600 and AB 181,the owner/developer shall maintenance responsibilities.The applicant shall submit the SWPPP to 91. All signing and striping and traffic control devices shall be installed. pay the maximum allowable commercial school fee prior to the issuance the City for review and approval. of a Certificate of Occupancy. 92. Water and sewer improvements shall be completed in accordance with 4��5ED ARey7r�0 l0 Prior to Issuance of Building Permit Water District requirements. U .� itHRJSTOPHERK. DOERSCHIAG 84. All Public Works requirements shall be complied with as a condition Of 93. Proof of acceptance of maintenance responsibility of slopes,open spaces, * No.C-2a209 development as specified in the Lake Elsinore Municipal Code(LEMC) landscape areas,and drainage facilities shall be provided. REN WiR prior to building permit. 4 Qom' 94. TUMF fees shall be paid.The TUMF fees shall be the effective rate at F 85, Submit a"Will Serve"letter to the City Engineering Division from the the time when the Certificate of Occupancy is obtained. MAY 23 2007 applicable water agency stating that water and sewer arrangements have been made for this project and specify the technical data for the water COMMUNITYSERVICES DEPARTMENT service at the location,such as water pressure and volume etc Submit this letter prior to applying for a building permit. 95. Developer shall pay park fees in the amount of$0.10 per square foot for REVISIONS C all interior commercial space. C € p Pc2 os-za-07 86. The applicant shall show that no structures,landscaping,or equipment J are located near the project entrance that minim 3 minimizes sight distance 96. Developer shall participate in the Public Facility Fee program. 11 standards. 97. Developer shall participate in the City-wide Landscape and Lighting 87. Pay all Capital Improvement 17F and Master Drainage Fees and Plan Maintenance District. 1111 0 Check fees(LEMC 16.34). n� 98. Developer shall comply with all City Ordinances regarding construction ❑ LaL Prior to Occupancy debris removal and recycling as per Section 8.32 of the Lake Elsinore 0 Municipal Code. 0 e 0 B 0 LL El 0 PROTOTYPE V/ Z STORE NUMBER 0 I - D PROJECT NUMBER A •P RAIPD0001 Q A = (CA02 UO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 , M, �nau 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 M M1 ' partners 285E Kelvin Avenue Irvine,CA 92614 949,753.7676 T 949.753.7678 F wdpariners.com Atlanta Boston Chicago L L"' Columbus Dallas Los Angeles Miami Sacramento K K' MAR-17-2006 FRI 08:30 AN RIV 00 FIRE P&E FAX NO, 951 955 4886 P. 02 MAR-17-2006 FRI 08:30 AM RIV 00 FIRE P&E FAX N0, 951 955 4B86 P. 03 MAR-17-2006 FRI 08:30 AN RIV 00 FIRE P&E FAX NO. 951 955 4886 P. 04 J I 03/17/06 Riverside County LMS Page: 1 03/17/06 Riverside County LMS Page: 2 05:37 River iION9 OF APPROVAL 03/17/06 Riveraide County LMS Page: 3 05:37 CONDITIONS OF APPROVAL 05:37 CONDITIONS OF APPROVAL Library Conditions Library Conditions Librar Conditions y Ct N(L.k,EIA...r Notice o xemption Do S.MA.s— p 80, PRIOR TO BLDG PRMT ISSUANCE lake Elsinmc,CA 925)n 10. GENERAL CONDITIONS Clj c a�(p-b( 90. PRIOR To BLDG FINAL INSPECTION (909)674a124 FIRE DEPARTMENT (W9)471.1419 ray LJ_-Oto-C U?-O 1 BO.FIRE.999 USE-#4-WATER PLANS DRAFT 90.FIRE.999 USE-#12A-3PRZNIU.ER SYSTEM (coat.) DRAFT H 1D.FIRE.999 CASE - CITY CASE STATEMENT DRAFT The applicant or developer shall separately submi two installation. Contact fire department for guideline handout Fls copies of the water system plans to the Fire Department for (current monitoring plan check deposit base fee is $192.00) review and approval. Calculated velocities shall not exceed Filed With: ❑ Office of Planning and Research 21 CounryQeA of Riverside County 10 feet per second. Plans shall conform to the fire Yrydrant 90.FIRE.999 USE-#27-EE7INGUISH'BRS DRAP`Y 14^JS Te Svcct,Y 121 2724CraewryD,ve With respect to the conditions of approval for the type:, location and spacing, and the system shall meet the Sacramento,CA 95814 Riverside,CA 92507 referenced project, the Fire Department recdommends the fire flow requirements. Plans shall be signed and approved Install portable fire extinguishers with a minimum rating following fire protection measures be provided in by a registered civil engineer and the local water company of 2A-IOBC and signage,Fire Extinguishers located in public �', accordance with Riverside County Ordinances and/or with the following certification: "I certify that the areas shall be in recessed cabinets mounted 48^ (inches) to Project Tide- Conditional Use Permit No.2006-01,Commercial Design Review 20D6-01&Uniform Sign Program No. recognized fire protection standards: design of the water system is in accordance with the center above floor level with maximum 4" from projection 2007-01 for a Recoil Shopping Center. requirements prescribed by the Riverside County Fire the wail. Contact Fire Department for proper placement of III W O 10.FIRE.999 USE-# "50-BLUE DOT REFLECTOR DRAFT Department- equipment prior to installation. Project Location(Specific): The project is located at the northeast comer of Lakeshore Drive and Machado Street,Assessor Blue retroreflettive pavement markers shall be mounted on 90. PRIOR TO BLDG FINAL rNSPECT20N Parcel Number(s)379-241-057&058. private street, public streets and driveways to indicate location of fire hydrants. Prior to installation, placement FIRE DEPARTMENT Project Location(Gty): Cityoflake Elsinore Project Location(County): Riverside County (y G De markers must be approved by the Riverside county Fire G Description of Nature,Purpose,and Beneficiaries of Project The applicant is proposing to develop a 17,272 square foot De f r1 LQi partment, 90..FIRE.999 USE-#45-FIRE LANES DRAFT Rite-Aid drug store and a 6,105 square foot retail strip building with anassociated Uniform Sign Program on a 2.3 acre vacant �L Q 10.FIRE-999 USE+-#23-MIN REQ FIRE FLOW DRAFT The applicant shall prepare and submit to the Fire site.With the conditions of approval,the proposed project rrreers all of the minimurn requirements of the Lake _Elsinore _ W '1 Department for approval, a site plan designating required Municipal Code(LEMC).PRP Investor.,preperryowner. 0 " U Minimum required fire flow shall bet�PM for a a hour fire lanes with appropriate lane painting and/or signs. J duration at 20 psi residual operating pressure, which must Name of Public Agency Approving Project Gtyof Lake Elsinore O W be available before any combustible materia s placed on 90.FIRE.999 USE-#12A-SPRINKLER SYSTEM DRAFT the job site. Fire flow is based on type M construction per the 2001 CBO and Building(:) having a fire Install a complete fire sprinkler system per NFPA 13 1999 Name ofPerson/Agency Administrating Preject.MatthewC Harris,SeniorPlanner,GtyofUkeElsinore W N O sprinkler system. edition (13D and 13R system are not allowed) in all buildings requiring a fire flow of 1500 GPM or greater. Exempt Status: _ J W Z 10.FIRE.999 USE-4_21-ON/OFF NOT LOOPED HYD DRAFT sprinkler syatem(s) with pipe sizes in excess of 4" in Y ,^ diamter will require the project structural engineer to ❑Ministerial(Section 15073) Q v/ A combination of on-site and off-site super fire hydrant la) certify (wet signature) the stability of the building ` F (6•x4"x2 1/2"x2 1/21-), will be located not less than 5 feet system for seismic and gravity loads to support the f J or more than 165 feet from any portion of the building as y g y pp El Declared Emergency(Section 15071(a)) F W J W measured alonga sprinkler system. All fire sprinkler risers shall be be available vehicular travel ways- The required protected from any physical damage. The poet indicator ❑Eme Preect Section 15071 and c = Ln fire flow shall be available from any adjacent hydrants(sl valve and fire department connection shall be located to rgf°`y I ( (b) O) �W/ in the system. the front, within 50 feet of a hydrant, and a minimum of 25 xO Categorical Exemption(state type and section number): Section 15332,Gsss 32;(in-Fill Development # Y feet from the building(:). A statement that the = 80. PRIOR TO BLDG PRMT ISSUANCE building(o) will be automatically fire sprinkled must be Projects). _ included on the title page of the building plane, r FIRE DEPARTMENT (current sprinkler plan check deposit base fee is $614.00 Reasons why project is exempt The project is consistent with the applkabk general plan policies as well as with J BO.FIRE.999 USE-#17A-BLDG PLAN CHECK DRAFT per riser) the applicable zoning designation and associated development standards.Additionally,the development occurs $ within the City of Lake Elsinore on a project site of less than five(5)acres and is substantially surrounded by wban Building Plan check deposit it base fee of $1,056.00, shall be pplicant or developer shall be responsible to install a ,L. uses.Moreover,the site has no habitat for endangered,rare or threatened species and is adequately served by allP Central Station Monitored Fire Alarm System. Monitoring utilities and services. paid in a check or money order to the Riverside County Fire system shall monitor the fire sprinkler system(s) water �\ Department after plans have been approved by our office. flow, P.I.V-ls and all control valves. Plans must be ContactPerson:Rolfe M.Prcisendanz,Community Development Director Telephone Number.674.3124x223 E submitted to the Fire Department for approval prior to E Signed: Title: CnmmunityDevelopment Director Rolfe M.Preaendanz Datc• 4 .V AR0,57r� D D CHRISTOPHERK Cl + DOERSCHtAG No.C-23209 APPROVEDFOR PERMIT ISSUANCE _ 0r REN- SCOTT FAZEKAS 8 ASSOCIATES,INC. AU DATE��- I MAY 2 3 2007 °�s have been reviewed for::ar,'ence to the t codes and ordinance. t. ;rzation is r t a tD issue a btuilding; :mir pending III ppl�able City agencies, dance or granting of a permit based on REVISIONS f those plans shall not be,construed to i approve any violation u of: able C I` de c-o rdinancs. No permit pre:,.-na,nd ap lip6c give ❑ PC2 05-24-07 sutnorly to violate or cancel the odes s prD::�:�ris of such J cha,l be valid. ®E3 /\Q\ ® 0// © 0L ° a ° a ° Q s E; o LL 0 PROTOTYPE STORE NUMBER 0 1 WD PROJECT NUMBER A pC2 RAIPD0001 A, CA03 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 18 �.. ,.�... ,..t.,. -. ... ,;� .�.., .; < .. . . . , . ,� } :� .� ,.�� . ._.. .. _ ,,.,. '.DATE . SYMBOLS LEGEND .�., �,�> v+�N .. ��,�•.: OWNER 9r �e � <t�� . . CIVIL ENGINEER DWG, NO. ,, , ... .REV / ;x � .' . '?� �,,. ,-.... ,,.:r i�auh� `,a�[t � , ...: , 24t^° �S�-�U�. SHEET NUMBER E3 CS COVER SHEET AND INDEX L�DRAWING I.D.NUMBER 0 ALTA SURVEY DETAIL TITLE . . . C201 -01 SITE DETAIL RITE AID 10 C101 SITE GRADING DRAINAGE PLAN PC2 05-30-07 SCALE: 1/4"=1'-0" ' I 0 C102 GRADING&DRAINAGE PLAN PC2 05-30-07 DRAWING SCALE 1w CORPORATION 13 C104`' EROSION CONTROL PLAN partners L3 C106 SITE UTILITY PLAN DETAIL REFERENCE . . . . . . . C201C201.05 ♦3 C101 SITE ILLUMINATION PLAN C201 SITE DETAILS DETAIL I.D.NUMBER 13 C202 SITE DETAILS SHEET WHERE SECTION 300 GODDARD WAY 2852 Kelvin Avenue El C203.„, _,.� '" .,,.<$ITE DETAILS,,,, �,.- -�,.- ,..r'""••r,,.• s IS LOCATED Irvine,CA 92614 k. C2 1- f SITE DETAILS PC2 05-30-07 KEYED NOTE DESIGNATION ®"L`101`"'� � "" LANDSCAPE PLAN�""�f�4"`� "�� -w: �`"•~ KEYED NOTES . . . . . . . . `J- ON APPLICABLE SHEET IRVINE CA 949.753.7676T 949.753.7678 F 0L102 IRRIGATION PLAN ®L201 LANDSCAPE DETAILS 92618 $ " ' GENERAL NOTES REVISIONS . . . . ' ; ADDENDUM NUMBER wdpartners.com " y $,'., , . " ' REVISED AREA CLOUDED 949.753.0614 P 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT a+4 P.rtners onUne CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE 949.585.9264 F OF ANY UNDERGROUND UTILITY,PIPE ORSRUCTUREWITHIN THE UMITSOF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE AU_ EXISTING SEWER STRUCTURE . . . . IDUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY Un TTY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED O THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. PROPOSED SEWER STRUCTURE . . . Q b..di'' _jrr ,rin nranding ®gneoring 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE.IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES ATALL PROPOSED SEWER PIPE RUN . . . . Q TIMES. A 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK CALL FOR INSPECTION AT(951)674-3124.EXTENSION 247,BETWEEN THE HOURS OF 9!OD AM AND 4:00 PM,MONDAY THROUGH THURSDAY. CODEINFORMATIONi,.% `, a �. BENCHMARK INFORMATION Y -a ady 4 CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL-TRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES )' '.>.t'i"T' fit, :r. •+ n` -+.z•Gr enn ogram ma^"1' DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE ZONING: WORK STOPPAGE. PROPERTY OWNER: RITEAID BENCHMARK: PROPOSED USE: RETAIL(DRUG STORE WITH DRIVE THRU AND SPECIALTY RETAIL) *BM#1 FIND CHISELED'X'ON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE 5 CONSTRUCTION.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVER DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING SITE ACREAGE: INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FEET NORTHEASTERLY ALONG MACHADO STREET AND 21 FEET SOUTHERLY TO THE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR O ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR NET LOT AREA: 99,714 SQUARE FEET(2,289 ACRES) MOST WESTERLY BOLT OF TRAFFIC SIGNAL BASE, SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR GROSS LOT AREA: 108,064 SQUARE FEET(2.481 ACRES) SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.SA.)AT 1-800-422-4133.AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING EXISTING ZONING: COMMERCIAL PARK CITY OF LAKE ELSINORE SM C-95-34 ELEVATION........................................ 1317.32 atlanta boston Chicago Columbus dallas Ios angeles miami Sacramento WORK ADJACENT ZONING EAST: COMMERCIALPARK ,t , p.,. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL s ;a ., r t 3=,,:, ' =x z '` 1r .- - ti ar ?.F s, EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING ADJACENT ZONING WEST: NEIGHBORHOOD COMMERCIAL ;�'0•'4 , 4, fy'tl �� yy x" ..""r'F y"y k; ;^ ,.E DEVELOPMENT:CONTACTS ( '; .s .�' ,,, K _� � r,r a• CONSTRUCTION. ADJACENT ZONING NORTH: NEIGHBORHOOD COMMERCIAL ADJACENT ZONING SOUTH: COMMERCIAL PARK/MOBILE HOME COMMUNITY DEVELOPER/OWNER: ZONING: SURVEYOR: GEOTECHNICAL: 6' DRRAAINAGEFcainESFs�LBE ES IN PLAC PRIOR TO PAVING THE STREET SECTIONRALS INCLUDING BUT NOT LIMITED TO . MINIMUM WATER,TELEPHONE,ELECTRICITY.GAS AND SITE LAYOUT DATA: MINIMUM DRIVE AISLE WIDTH: 24' PENINSULA RETAIL PARTNER CITY OF LAKE ELSINORE DOI ENGINEERING,INC. SOUTHERN CALIFORNIA GEOTECHNICAL 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE EXACT STANDARD PARKING STALL: Y x 1B 415 29TH STREET 130 SOUTH MAIN STREET 51 DO E.LA PALMA AVENUE,SUITE 117 22885 EAST SAVI RANCH PARKWAY,SUITE E SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. PARKING SETBACK/BUFFER: 20'FRONT NEWPORT BEACH,CA 92663 LAKE ELSINORE,CA 92530 ANAHEIM HILLS,CA 92307 YORBA LINDA,CA 92887-4624 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE DAVID CHAPIN GREGORY MITCHELL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE N THE 0 SIDE MR.GREG LUKOSKY MATT HARRIS 714.779.3828 714.777.0333 FORM OF'AS BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 01REAR 949.723.9500 951.674.3124 x279 BUILDING SETBACK, 20 FRONT 11. ALL EXISTING MONUMENTAMON DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS O SIDE APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 0'REAR LOADING ZONE REQUIRED: 12'X 20 ELECTRIC: TELEPHONE: SATELLITE: NATURAL GAS: 12, AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND PARKING DATA: SOUTHERN CALIFORNIA,ELECTRIC VERIZON ADELPHIA CABLEVISION SOUTHERN CALIFORNIA GAS COMPANY REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE RESENT AT THE JOB SITE DURING THE TOTAL REQUIRED: 26100 MENIFEE RD. ROB FARRELL 4077 W.STETSON AVENUE 1981 W.LUGONW AVENUE TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. (1)ONE PARKING SPACE PER 250 S.F. ROMOLAND,CA 92505 150 SOUTH JUANITA STREET HHMET,CA 92545 REDLANDS,CA 92374-9796 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT G.8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT 23,377 S.F.GROSS FLOOR AREA REQUIRES 94 PARKING SPACES DAVE REDDECUSS HEMET,CA 92545 TED ANTHONY BARROZO IN THE'GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. PROVIDED: : ' ,...;,.:SITE VICINITYMAP° .. 951.928.8206 951.929.0724 951.652.0020 909.335.7582 t 1 I ' 91 PARKING SPACES+4 ACCESSIBLE PARKING SPACES PER ADAAG=95 PARKING SPACES ,I ] '*„_",9 r,'6[p; TOTAL ON-SITE LANDSCAPE DATA: GREEN AREA WATER: STORM WATER: SANITARY SEWER: FIRE: s� REQUIRED: 10,081 SQUARE FEET P ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT Q.Z � PIERCE A PROPOSED: 14,825 SQUARE FEET 31315 CHANEY STREET 1900 MARKET STREET 31315 CHANEY STREET 2300 MARKET STREET ,QQ IMPERVIOUS AREA LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 PROPOSED: 93,239 SQUARE FEET CHER QUINONES ED LOTH CHER QUINONES p�r,MIT ISSUPNIL LANDSCAPE REQUIREMENTS: „•UGl r"FA2EKAS&ASSOCIATES,INC. 5 LAKE ELSINORE ZONING CODE SECTION 17.66.10D=10%OF PARMNGAND DRIVEWAYAREA 951.674.3146 XB427 951.955.1266 951.674.3146 x8427 951.955 4777 PAVEMENTAREA. - .DATE__--- . r CODE INFORMATION BUILDING`LOCATION PLAN PROPOSED: 75,967 SQUARE FEET(70%OF SITE ACREAGE) g s '4 , vg44 °E' ,¢ g'``•y.*� •fi�.x „ ,k,T,'�. 3 s3. scaLT:rrar L• K `h ver°en reviewed for adhcrenc-ethe S SURFACE PROPOSED: ASPHALTPAVEMENT .. tted tc tnox is �. LEGAL DESCRIPTION: slue a builrnol be cons u SM1THgy� BUILDING DATA: --. rprova y all applicable City agendas. PARCELA J e _.. LAKESHORE DIL_ ....._._ _ e h J .T I,; coc nd ordmancc. u BUILDING-1(RITEAD) - t PARCEL 2 OF PARCEL MAP 8168,AS SHOWN BY MAP ON FILE IN BOOK 37,PAGE 42 OF PARCEL _ GROSS AREA: 17,272 SQUARE FEET(16%OF SITE ACREAGE) r I. n 0r granting ct a perms r, nwv I of these plans s MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. 4 P• ©rmil or aNprove any violation of the a:, i e BUILDING HEIGHT: 25'-9' ' Podns or,ord,lance, No permit presumed NUMBER OF STORIES: ONE PARCEL B: i L authori,y to .plate or cancel the provisions f och or SITE CUSTOMER AREA: 14,3955QUARE FEET PARCEL 3 OF PARCEL MAP 8168,AS SHOWN BY MAP ON FILE IN BOOK 37,PAGE 42 OF PARCEL codes shall be valid. MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA NON-CUSTOMER AREA: 3008SOUAREFEET EASEMENT: I d9 6 TYPE OF CONSTRUCTION. MASONARI' AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED OCCUPANCY PER UBC: 'B'OCCUPANCY I P CALL BEFORE YOU DIGI APRIL 5,1933 IN BOOK 120,PAGE 78,APRIL 5,1933 IN BOOK 120,PAGE 79 AND APRIL 5,1933 IN '9 BUILDING-2 AREA: CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY BOOK 118,PAGE 321,ALL OF OFFICIAL RECORDS. (IN PUBLIC ROW) grte Aid Pharmacy GROSS AREA: 6,105 SQUARE FEET(5%OF SITE ACREAGE) Retail ri, THE REGIONAL NOTIFICATION CENTER NOT LESS �c AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 9 i *1 THAN TWO(2)WORKING DAYS NOR MORE THAN BUILDING HEIGHT: WHY SEPTEMBER 7,1971 AS INSTRUMENT No,101933 01 OFFICIAL RECORDS.(IN PUBLIC ROW). ----" of ! FOURTEEN(14)CALENDAR DAYS PRIOR TO NUMBER OF STORIES: ONE � ` EXCAVATION CUSTOMER AREA: RD NON-CUSTOMER AREA: TBD Dig Alert TYPE OF CONSTRUCTION: TYPE V I t v—digalert.org OCCUPANCY PER UBC: 'Er OCCUPANCY _— 1'800-227-2600 gYg TOTAL BUILDINGS AREA: 23,377 SQUARE FEET(21%OF SITE ACREAGES 7$22 106.50 2. WDID #. DATE ISSUED: 2852 Kelvin Avenue MARK REVISIONS APPR. DATE APPROPRIATE CONDITIOSE PLANS HAVE NS OF DEVELOPMENT AND/OR FOR E NTH CITY ANDESTATE PREPARED BY: w0 PARTNERS, INC. a eoo� [mine,CA 3.7676 CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 6 i R �,« 949.753.7676E PC1 PLANNING COMMENTS 1 4.30.2007 m APN:379-241-057 CS � affl wtlpartners.com ' APN: 379-241-056 B1 BUILDING COMMENTS 1 4.30.2007 l CIV ohs SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE FCFCP CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. 5.8.2007 CITY ENGINEER GRADING PERMIT 2 ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5l30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 Q y1 O IT I � z: � D_ � LLi ul Li I T I I W Q H�Rf oR SAY < 0 -� �" PROJECT Q � I II I CID � ;a LC � � CID � I CL. b" ,3, G y 0- Z- 1 m tYa �C �, �C Q, Z � LL 1• Q SCALE: 1' -ao' ' f�Rq� J��`` o 13 S36HRIM I I I STRIPPING co c. Q a W < co 0 QRq� �kS 51RIPPING I , 96 INV �,� , �_ _ _ tN .,f �` VICINITY MAP CC�SJJ ErE@c —Erc — —aac ---Gr6EC — —6 —Fx 6ac ---Er6Yc —Fs GYc — s L87F8L�ExGas — ———� ———E^'� ——— � ———� ———�' ——— — —� — NOT TO SCALE STRIPPING I FL FD IH PER I I I 1FP 131t6.26 FS t316 1V\�73j STRIPPING �rcR 1�`cR `p� 1312.2G Po GIWRIM ,A� GO RI I. P.M 8168. 1 � LAKESHORE 13023H ,�� DRIVE 1295VI, BRASSVTAG SD SD SD SD g N53'03 55 W 596.03 _ STRIPPING I'J" _ 3:175" IY ra•STRIPPNG �S Er ——FxSn — Srl ——Ex5>h —Fx fln Fa'SM Er Sbl —pSav —Z_ ——6S9 —Fx SSn ———E•� ———FiSn l�3 SURVEYOR'S NOTES: STRIPPINGI I A_ 0 1299.43 FL spy p• ,3�}. C13i �310Fp w I „�{i� iG .75f`- 1 BASIS OF BEARINGS:THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACHADO STREET BEING NORTH �1• •;�y �� •S,a�T' `R 'Z 0p) 36*57'00" EAST AS SHOWN ON PARCEL MAP No. 8168 FILED IN BOOK 37 PAGE 42 OF OFFICIAL RECORDS. G carer ro- —6r N4fe. —6'419ter Fs 4wrer Er NBIe,- ——[Hhrer - FX bn - HIGH �NG� �G ♦ �l•''� •L^+�dF+� fV'j 1�,0 SES 2 THE PROPERTY DESCRIBED AND SHOWN HEREON CONTAINS 2.48 AC. (108,075 S.F.). I 6 17.26 NO t� $ 31'W 4G fp C) ,, �3, _ f, w S�• _ N53'03'55W 6.30' 5�1'" _ _ �5 _ _ $J 3 ZONE: C-P: COMMERCIAL PARK z =�. MLn 3 •$ G� SETBACKS: FRO0 FEET SIDE YARD:D: 20 FEET I gl A=89'59'54" REAR YARD: 0 FEET R=13.00' ,I, " BFP HIEGHT: 55 FEET(MAXIMUM) L=20.42' yMow WILT Rp RP6 I� W W �' p rjT 4 THE PROPERTY DESCRIBED ON THIS SURVEY LIES WITHIN FLOOD ZONES "X"OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS i 3�pNG ;Qp„i < LIJ LL W W W qG COMMUNITY PANEL No. 0605362053F, BEARING AN EFFECTIVE DATE OF AUGUST 18, 2003. tt •!.� 1 aG s,p� 1J11.05 TC W c J W W m W W W W W W W W W W n �310. EC 5 PARKING INFO: (SEE CITY OF LAKE ELSINORE PARKING REQUIREMENTS CHAPTER 17.66) lJD CONN CRETE Q WW u� L1 I 11 ,o, OwI I ,.y�I'` ,y W .WI. W y. y �, W F W WW W W .y .y �W, �1,7J W• W W t 31 E �iiYi 5 EXISTING USE:VACANT LOT AND FRONTAGE 15 FULLY DVELOPED.SIGNGRA55 MM00) am WILY a rL 1L I$ µ V� YL 7 APN. 379-241-057 AND 058. 2-ry< UZ = �y REM NUMBERS SHOWN HEREON CORRESPOND TO FIRST AMERICAN TITILE INSURANCE COMPANY. ml 3 '�3 Ir5 6� , tij S1'l G 51 Z nn �) �5 0 u1 ^', I I I m OJ W W W W W f1,b �A C�J✓ 4 tGG NO RESPONSIBILITY FOR COMPLETENESS, ACCURACY OR CONTENT OF SAID PRELIMINARY TITLE REPORT IS ASSUMED BY THIS MAP. Lu Z- JJ ��• nl ^ r: �' 37q +S ��e1� INDICATES ITEMS WHICH ARE PLOTTED HEREON AND AFFECT SUBJECT PROPERTY Z w x o w I I IMI w PARCEL 2 PARCEL A PARCEL B tv WILY aQ b- L) o 8 W W W YL W \ err PRELIMINARY TITLE REPORT No. NCS-183946-SA1 DATED NOVEMBER 25, 2005. Z � LC) / }-• Q. o I 9'` S W �' .� \ 61 OUTLET 1310.68 EC tiDa i im n LiI �)� •�I 2 N I W W W .y ♦'j ,P W W W W .y mot'/ EXCEPTIONS � - , �r� Y W ^ W W W W �•� �' � ,�g��G n� � �+ 5 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED APRIL 5, 1933 IN BOOK 120, PAGE ( `I' `r' W W �y m i }�'" I 78.APRIL 5, 1933 IN BOOK 120. PAGE 79 AND APRIL 5, 1933 IN BOOK 118, PAGE 321,ALL OF OFFICIAL RECORDS. I• S° V,o (IN PUBLIC ROW). o.. n 6 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED SEPTEMBER 7, 1971 AS g 8 Z INSTRUMENT No, 101433 of OFFICIAL RECORDS. 111 (IN PUBLIC ROW). UUCLYWN O GA 1`.y.9• 6p1 Oj W W t 131t.51 I g � W N• �, 66 G SC 1p 1� 9 g Q 20 ) 6 D.i"IP• �G �? pG FD.1"IP: Q I t3tg'p9 TAG; ILLEc LE_ b�p� — LS 4343; J CONCRETE SURVEYOR CERTIFICATE: WOODEN FENCE G 1S ON.1'. �,^ LL. 1 / 44.0� DN 1'. 4'HIGH ,� `1N f J 00 N 3'03'00 1 }>` r SIGN (� C DR "� T J 1453'04'29"W 196.P3 T J/ aG w YL 13TC IN CONNECTION WITH THE CLOSING OF A MORTGAGE LOAN TO THRIFTY PAYLESS/RITE AID CORPORATION, ITS SUCCESSORS AND T )'� CD i I W=12' , �¢ ASSIGNS, THE UNDERSIGNED, UNDERSTANDING THAT LENDER WILL RELY UPON THE CERTIFICATIONS CONTAINED HEREIN IN I t� . F W Y R �' MAKING AND DISBURSING SAID LOAN, HEREBY CERTIFIES TO LENDER, ITS SUCCESSORS AND ASSIGNS, `FIRST AMERICAN TITLE L �1 1� I 1�,,��5, w. . pA�C�L W "' W m ELECTRANS INSURANCE COMPANY, BORROWER AND RITE AID OF CALIFORNIA, INC., ITS SUCCESSORS AND ASSIGNS THAT: 111 1G S�W�i� P L"' i'C� q6 312.57 THE SURVEY TO WHICH THIS CERTIFICATE IS ATTACHED, PREPARED BY THE UNDERSIGNED,A PROFESSIONAL REGISTERED I I 4Y 6t Q , S 1 J'+ ENGINEER OR REGISTERED LAND SURVEYOR OF DCI ENGINEERING INC.,THE ALTA SURVEY WAS ACTUALLY MADE BY w � ' 'ooW �, W W INSTRUMENT SURVEY UPON THE GROUND VERSUS PHOTOGRAMMETRY OR OTHER METHODS. W W W I 2. THE SURVEY WAS PREPARED IN ACCORDANCE WITH THE DOCUMENT ENTITLED "THRIFTY PAYLES RITE AID CORPORATION a ;; CDR 111,x J C�PHJNJ W W = / y1 w r CONCRETE REQUIREMENTS FOR SURVEY TO BE FURNISHED IN CONNECTION WITH MORTGAGE LOANS"AND CONTAINS AND SHOWS ALL • .t 1 ry Y7 = t'1�J INFORMATION REQUIRED,THEREBY AND CONSTITUTES AN ACCURATE "AS-BUILT"SURVEY OF RITE AID STORE#. w ZG 0 iJ 11ti �• • BtaLD111G COR t1� p90 p;1} 3. THE SURVEY AND THE INFORMATION, COURSES,AND DISTANCES SHOWN THEREON, INCLUDING WITHOUT LIMITATION,ALL W a m I�S�,LO�a}� • GARAGE NG oo �� Y K '��dG G 'S�G �'b G 1312.53 SETBACK AND YARD LINES,ARE CORRECT AND THE BOUNDARY DESCRIPTION ON THE SURVEY FORMS A MATHEMATICALLY +m n n ,yo /L DRWY BIDG Cpt �" cLF c CLOSED FIGURE. -9 23' ` " '�,c` ,,y,y1 pay (1315.00) 96�J- ,3`ryd5 TPoF TREE Z<�< ry0' PALM it �'�'yt1' 4. THE TIRE LINES DESCRIBED IN THE LEGAL DESCRIPTION ON THE SURVEY AND SHOWN ON THE SURVEY,AND THE LINES 55 In h PALM GARAGE �" �6' OF ACTUAL POSSESSION ARE THE SAME. Q w n .1 WY N53'04'29"W 23.24 b Y a 10. INV �31 �ytP� COR ycB� y0.?js SG LLI y� 5. THE SIZE, LOCATION,AND TYPE OF BUILDINGS, STRUCTURES AND IMPROVEMENTS ARE AS SHOWN. 06. SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS CONSTITUTE ALL OF THE IMPROVEMENTS ON SAID PREMISES AND ALL C N EI I ST+ EX BLOCK WALL �j D �' N ARE WITHIN THE BOUNDARY LINES OF THE PROPERTY. s Il,.y[�jh`hg� yc Q L'F�' 7. THERE ARE NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTIONS OR OTHER RULES AND REGULATIONS WITH REFERENCE 1;M1 ;13 T •Q' 7- �• '�.-, TO THE LOCATION OF SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS, INCLUDING, WITHOUT LIMITATION, RESTRICTIONS I� I �� LLJ `� 1 \� RELATED TO HEIGHT, FRONTAGE AREA,YARD SIZE AND SET BACK AREAS. III I I LL7 IN ?Tt Q LL� , 1 > N LL1 � Za B. BASED UPON A CAREFUL PHYSICAL INSPECTION OF THE PREMISES,THERE ARE NO EASEMENTS OR RIGHTS OF WAY OVER, e¢ �� T .� � ,' ENCROACHMENTS BY IMPROVEMENTS LOCATED ON ADJACENT PROPERTY ONTO, OR USES AFFECTING,THIS PROPERTY OR iL LL� D_ 0 EASEMENT AREA EXISTING FOR THE BENEFIT OF LAND ADJACENT TO THIS PROPERTY, EXCEPT SUCH, IF ANY,ARE SHOWN Z a-. jam, LU < • C ON THE SURVEY. 311 'SD7010d'�J Cn if7 "'T. I-I cCa 9. THERE ARE NO ENCROACHMENTS BY ANY OF THE IMPROVEMENTS LOCATED ON SAID PREMISES ONTO ADJACENT I PROPERTY OF ONTO EASEMENT AREAS OF OTHERS, EXCEPT SUCH, IF ANY,AS ARE SHOWN ON THE SURVEY. log10. THE PROPERTY IS SERVICED BY ALL PUBLIC UTILITIES REQUIRED FOR OPERATION OF THE PREMISES.ALL SUCH UTILITIES W W } } } ENTER THE ADJOINING PREMISES THROUGH ADJOINING PUBUC STREETS OR THE SURVEY SHOWS THE POINT OF ENTRY AND LOCATION OF ANY UTILITIES WHICH PASS THROUGH OR ARE LOCATED ON ADJOINING PRIVATE LAND. ' I I 11. THE PREMISES HAVE DIRECT ACCESS TO MACHADO STREET AND LAKESHORE DRIVE DEDICATED PUBUC WAY AND THERE ARE NO STREETS ABUTTING THE PROPERTY WHICH ARE DESCRIBED IN RECORDED DOCUMENTS,YET NOT PHYSICALLY W Q III I 8 OPENED. I I 12. THE SURVEY SHOWS THE LOCATION AND DIRECTION OF ALL STORM DRAINAGE SYSTEMS FOR THE COLLECTION AND Lu /A O DISPOSAL OF ALL ROOF AND SURFACE DRAINAGE. V/ Q 13. ANY DISCHARGE INTO STREAMS, RIVERS OR OTHER CONVEYANCE SYSTEM IS SHOWN ON THE SURVEY. �_ Q µ� M I 14. THAT CERTAIN PRELIMINARY INSURANCE COMMITMENT DATED NOVEMBER 25, 2005 ISSUED BY FIRST AMERICAN TITLE V I I I COMPANY WAS REVIEWED BY THE UNDERSIGNED AND THE SURVEY REFLECTS ALL OF THE EXCEPTIONS CONTAINED IN Q 41 SOUTHERLY LINE OF TRACT NO. 4343 SCHEDULE B OF THAT COMMITMENT OR, IF ANY SUCH EXCEPTIONS CANNOT BE LOCATED,THE SAME ARE INDICATED IN Q Q W THE NOTES APPEARING ON THIS SURVEY ARE BEING UNLOCATABLE. Z L1J CC 15. RECORD BEARING,ANGLES OR DISTANCES DO NOT DIFFER FROM MEASURED BEARINGS,ANGLES OR DISTANCES UNLESS 0FD 1"IP U II`_ ca z I DNGo.ILLEGIBLE INDICATED ON THE S RVEY. EGIBLE J 31 16. THE PROPERTY SURVEYED IS TWO SEPARATE AND DISTINCT PARCELS AND REPRESENTS TWO SEPARATE PARCELS FOR uJ y REAL ESTATE TAX PURPOSES. C 2: W 17. THERE DOES NOT APPEAR TO BE ANY USE OF THE PROPERTY OTHER THAN BY ITS OCCUPANTS. c'^ W w 18. THERE ARE NO VISIBLE CEMETARIES OR BURYING GROUNDS ON THE PROPERTY. V/ in W 19. THE PARCEL DESCRIBED HEREON IS MAPPED IN ZONE "X"OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS O W Q LEGEND: COMMUNITY PANEL No. 0606362053F, BEARING AN EFFECTIVE DATE OF AUGUST 18, 2003. Q ^ 0: J AC ASPHALT CONCRETE FL FLOWLINE SEC SECTION 20. THE PROPERTY HAS A TOTAL 0 ON SITE PARKING SPACES, OF WHICH 0 ARE RESERVED FOR THE PHYSICALLY O AP ANGLE POINT FP FINISH PAVEMENT SL STREET LIGHT CHALLENGED, BFP BACK FLOW PREVENTOR GA GUY ANCHOR S'LY SOUTHERLY BENCH MARK: LEGAL DESCRIPTION: BL BLOCK WALL GB GRADE BREAK SDMH STORM DRAIN MANHOLE 21. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (1) IN ACCORDANCE A W BLDG BUILDING GM GAS METER SMH SEWER MANHOLE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ASCM LAND TITLE SURVEY", JOINTLY ESTABLISHED AND Ii Y FND CHISELED "X"ON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE PARCEL A: BIN BACK OF WALK GV GAS VALVE SW SOUTH WEST ADOPTED BY ALTA AND ASCM IN 1992,AND INCLUDES ITEMS 2, 3, 6, 7(a), 7(b)(1), 7(c), 8, 9, 10, 11 AND 13 OF CLF CHAIN LINK FENCE HC HANDICAP S&W SPIKE AND WASHER INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FEET TABLE A THEREOF, AND (ii)PURSUANT THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ASCM AND IN EFFECT ON ~ Q C/L CENTERLINE ICV IRRIGATION CONTROL VALVE S/O SOUTH OF NORTHEASTERLY ALONG MACHADO STREET AND 21 FEET SOUTHERLY TO THE MOST PARCEL 2 OF PARCEL MAP 8168, AS SHOWN BY MAP ON FILE IN BOOK 37, PAGE 42 OF J CONC CONCRETE TNT INTERSECTION TIC TOP OF CURB WESTERLY BOLT OF TRAFFICE SIGNAL BASE. PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE DATE OF THIS CERTIFICATION) OF AN `URBAN"SURVEY. J COR CORNER L&T LEAD AND TAG TE TRASH ENCLOSURE CMP CONCRETE METAL PIPE MB METAL BOX TEL PED TELEPHONE PEDESTAL PARCEL B: Q DI DRAIN INLET N'LY NORTHERLY TS TRAFFIC SIGNAL CITY OF LAKE ELSINORE BM C-95-34 ELEVATION 1317.32' r^^� TSPB TRAFFIC SIGNAL PULL BOX PARCEL 3 OF PARCEL MAP 8163, AS SHOWN BY MAP ON FILE IN BOOK 37, PAGE 42 OF DRWY DRIVEWAY N/0 NORTH OF TYP TYPICAL PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CAUFORNIA DATED: MAY 10, 2007 PL Lgly SCALE: DATE EP EDGE OF PAVEMENT NG NATURAL GROUND VLT VAULT DAVID R. C PIN :�O� C S E'LY EASTERLY PLTR PLANTER W'LY WESTERLY P.L.S. 6761 by O R' C G� N/A 05-10-07 EX EXISTING Pt PROPERTY LINE WM WATER METER EX. 9/30/08 E/OC EAST OF ICAL PP POWER POLE MAP WV WATER VALVE O < 0 RST DRC W/0 WEST OF 4 c'1 DRAWN Y: B FD FOUND FVMT PAVEMENT YL YARD LIGHT o- o P. 6761 2 FH FIRE HYDRANT a 9/JO/� A * DRAWING 0550 �P �9�OF DAVF SHEET 1 OF 1 FLOODPLAIN DATA CONSTRUCTION NOTES QUANTITIES PROPERTY LIES WITHIN ZONE W.THE AREA LIES WITHIN COMMUNITY PANEL NUMBER 0606362053F,EFFECTIVE DATE AUGUST 18,2003. O1 CONCRETE SIDEWALK AND CURB.SEE DETAIL C203-07, 596 LF O ASPHALTIC PAVING.VAC OVER 6-AR SEE DETAIL C202-05. 75967 SF LEGEND O FORMED CONCRETE CURB.SEE DETAIL C203-04. 717 LF ADA ACCESSIBLE ROUTE: O STAMPED CONCRETE WITH SAWCUT. 1850 SF (SEE KEYED NOTE#18) Cv JJJ O5 REINFORCED CONCRETE PAVING AND TURN DOWN EDGE.SEE DETAIL 0203-08. LIMITS OF PROPOSED CONSTRUCTION •...,,., ID ACCESS RAMP,SEE DETAIL C203-12. 5 EA EXISTING PROPERTY LINE: ALKYD-READY MIX PAVEMENT STRIPING PER CALTRANS AND CITY OF LAKE ELSINORE 2052 LF EXISTING CMU BLOCK WALL: O SPECIFICATIONS FOR COLOR AND LAYOUT,SEE DETAIL C202-01. CONCRETE TRANSFORMER PAD TO BE PROVIDED BY GENERAL CONTRACTOR.SEE UTILITY PROPOSED CMU BLOCK WALL: O PLAN,SHEET C105. 100 SF PROPOSED PROPERTY LINE: Og PYLON FREESTANDING SITE SIGN WITH READER BOARD.ALL SIGNAGE SHALL COMPLY WITH 2 LOCAL REQUIREMENTS.GENERAL CONTRACTOR TO INSTALL SIGN BASE.VERIFYSIZE, EA G•, _- ----------------_.-- PROPOSED CURB: STYLE,AND LOCATION WITH OWNER'S REPRESENTATIVE. �1'a�.•___..__._..__._ _. --a- _. ---- - _ .__ _ 10 TRASH ENCLOSURE.SEE DETAIL C201-04. 2 FA ---STAKING NOTES 1 LANDSCAPING OR LAWN AREA.SEE LANDSCAPING PLAN. 14825 SF �- A.THE BUILDING AND PARKING ARE PARALLEL AND/OR PERPENDICULAR TO N53°3'55W. 12 AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS,SEE DETAIL - Z C203-02.SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS.PROVIDE V LONG 11 $w 0 B.ALL EXISTING CONDITIONS,TOPOGRAPHY,UTILITIES,EASEMENTS&LEGAL DESCRIPTION ARE YELLOW CONCRETE CURB STOPS AT HANDICAP PARKING SPACES AND OTHER NOTED AS TAKEN FROM A SURVEY OF LAND SITUATED IN THE CITY OF LAKE ELSINORE,RIVERSIDE PARKING SPACES.IF PRE-CAST CONCRETE BLOCK IS USED IN LIEU OF PLASTIC ASSURE ®C THE BLOCK IS PAINTED TRAFFIC YELLOW. -„.. p $ w � COUNTY,CA DATED 12/13r2005. lj /t g o N53°355"W40631 - 9 - - { AS PREPARED BY; DCI ENGINEERING 9 7 SUITE 117 SITE ENTRANCE SIGN.SEE DETAIL C203-01. 2 EA 5100 E.LA PALM 13 A AVENUE, ANAHEIM HILLS, _ .,,.� _ _ - _ 1 0 714.779 3828 14 DRIVE THRU DIRECTIONAL SIGN. 2 EA 5 TRELLIS SETBACK_ 5 Od W 11 1 REMOVE EXISTING BLOCK WALU WOOD FENCE(CHAIN LINK FENCE AND CONSTRUCT 6'CMU .,.y 11 w 17 SPACES @ 9-153.00' 5 SPAC @ 9 45 Od Y g SP ES @ 9-99 00' i C.NOTIFY OWNER OF ANY DISCREPANCIES FOUND. 15 SCREEN WALL.SEE DETAIL C202-08.SEE SHEET C102 FOR TOP AND BOTTOM ELEVATIONS. 743 LF 50 :'1 "y -. __ I D.ALL RADII ARE 5.0'OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED. 16 SffE LIGHT.SEE DETAIL C202-03 AND ELECTRICAL SHEETS. 12 EA _ .. -.. O ULTIMAT R - - - - - - - _ - - - � 34 t0 18 3 7 7 16 7 E.ALL DIMENSIONS ARE TO FACE OF CURB AND BUILDING FOUNDATION WALL UNLESS STOP SIGN AND STOP BAR PER CITY OF LAKE ELSINORE AND CALIFORNIA MUTCD STANDARD 1 34 r C " OTHERWISE NOTED. 17 DRAWING.SEE DETAIL C203-01. 2 EA ! 11 30 � DEDI ,I 23 4 18 q 30, 18 3'-0'MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUDDING TO PUBLIC RIGHT-OF-WAY. i 1 30 8.51' $ //{`^-•Y/ 23 812, q�' 8.00, /�(`,-.-.,'} / F.ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS INFORMATION OBTAINED FROM SOILS .00'R. Vf 1 23.Sd !L 2 I 5.00 6.00' !L CROSS SLOPE IS NOT TO EXCEED 2.00%.SEE GRADING PLAN FOR SPOT GRADE 3 REPORT DATED 11/10/2006. C 25 5d 23 27 3$ACES @ I AS PREPARED SY: SOUTHERN CAUFORNIA GEOTECHNICAL ELEVATIONS. L•I 'I O¢" 14 SPACES @ 9'=126.00' 23 .00' .Od .00' .Od g 27.00' O 240 .i pit 11 14 I 22885 EAST A,C RANCH PARKWAY,SURE E 19 BROOM FINISHED CONCRETE WITH TOOLED EDGES.SEE DETAIL C203412. SF :l a 1A 16 r noun a � 39 � YORB4 LINDA,CA 92887-4624 W •. @ 7 18 7 25 g 3 714.777.0333 2D NOT USED. 2 W C '.F 30 2 7 TYP. 7 8 OF 1 - 5 1 '1`} USOF 4 NOTE 19 e e a 21 DUMPSTER PAD.SEE DETAIL C201-07. 676 SF [ 1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHOWN.RAMPS SHALL l�l 1 I .1 '• r g 11 10 F ' u 6 18 g (INSPECTOR Tt6 2. THE ENTRANCE OORS,STAIRWAYSAN ELEVATIONS LEADING TO THIS PROPOSED 22 CONCRETE WHEEL STOP.SEE DETAIL C203-10. 9 EA S39 6 31 10 ,.2 TAREAO VERIFY.OFREMODEL COMPLY WITH THE HANICAP ACCESS REQUIREMENTS.INSPECTOR 23 AND DETAIL TRAFFIC ARROW AND/OR PAINTED ARROW WITH LEGEND.SEE DETAIL C202.12 3 r} 25 $ / �--r 12 3g 4o s ✓L. _ f '. ; { O 277 IL n 24 LOADING ZONE AREA. SF •I. „., ,I a :.,, .-.,; ,, 37 •` 25 ASPHALT-CONCRETE TRANSITION,SEE DETAIL C202.10. Rite Aid Ph acy 11 3 1 25.5 12215' "' 33 18.00, 18.00' 107.00' 17,272 GROSS .Fr. 12. 24.50' 26 CONCRETE PAD FOR EUSERC PANEL 15 SF 1� 8 BLDG-2 6.Od 7.50' $ 35.g1' $ i;.. 5.00, 1oT-v%16Y-4• OR 15.Od O ETAIL STRI I 27 FRONT ENTRANCE.SEE DETAIL C203-02. 16 E 6.19 3 18 SITEAREA IOB, SOFT. 15 1 - - zs REGU 97(18 PARKI SPACES 18 II II 2 I _ PL 28 'NO LEFT TURN"SIGN.SEE DETAIL C203O1. 2 EA - C 1 FIANDI ED PARI SPACE 2 A 1 1 6 FEET CMU - -a- ® 1D5/M) KING SPA ES REQUIRED 6 IeJ _ se REGULAR s7(t8'P ING SPACES BLOCK WALL O CONCRETE BOLLARD.SEE DETAIL C201-M 4 EA } g -°--••.,e� �•""v 7 y� W 3 HANDICAPPED PAR NG SPACES ! •1 ; r 29 77,272/250)_ PARKING PACES REQUIRED PROPOSED 1RITE AID � O FORMED 6'CONCRETE CURB AND 18'GUTTER.SEE DETAIL C20343. 788 LF 5 { .:.r,.,.enwea..i.w:rm a. meu �.. fe .U1e `9 29 11 BUILDING 31 CONTRACTOR TO PROVIDE EXPANSION JOINT AT DOORS AND ALL LOCATIONS WHERE VVVV u CONCRETE IS SHOWN ADJACENT TO THE BUILDING.SEE ARCHITECTURAL PLANS FOR i 5'TRELUS SETBACK % g 1 Ax 11 �• 2 39 ��". JOINT DETAIL. 5. ry'3�... - � ,°• - -.w 5 7 ' 31 O RAISED MEDIAN ACCESS CONTROL DEVICE(PORKCHOP)PER COUNTY OF RIVERSIDE 2 EA -"" 1 STANDARD 207A. _S 53°3b'E-196.15� 3 1 3p 6.5"ACETE ASPHALT PAVEMENT LANDSCAPE O PAVEMENT SHALL BE FLUSH WITH WALK IN HANDICAP PARKING AREA. CON LOADING ZONE DRIVE AISLE CURB AND 1 16 23 5 5"AC OVER 6"AB GUT 24 { TER O 177 � CONCRETE V-GUTTER.SEE DETAIL C202-13. LF 16 �) ! nsru •-- {� PROPOSED TREWS.SEE SHEET C204 FOR DETAILS. 2 EA N 0 8 A zwE 1 A CROSS SECTION A-A .19°Iry 14 SCALE:V=10" 36 DECORATIVE WALL SECTION. 2 EA -."- . 15 r W 39 2 b 26 I 1 g'tely 37 TAPER 6"CONCRETE CURB FROM TYPICAL CURB DETAIL TO MEET AND MATCH 3 3 ! A On streets,driveways,etc., ,bw nabs are installed;Barbs shell be pointed O CONFIGURATION AND ELEVATION OF EXISTING ADJOINING CURB OR PAVEMENT. us 29 1 r" red ad every tbirrY Fess there shall be white letters spellins out"NO L✓�:-/ TYP 1 PARKBVG-FIR=LAN$-CVC 22500,1"All letters and numbers ebaU be 38 SEE OFFSITE IMPROVEMENT PLAN. 1 30 s F OF 4 a minimum.0hrehes.(See Figure 1) i ! 39 5 gj 1 FIRE LANE.STRIPING PER COUNTY OF RIVERSIDE FIRE DEPARTMENT.SEE DETAILA TO THE 39 LEFT 1 11 18 23 $ • LETTFRINGTO BE ON]DEDF CURB. City Of Lake Elsinore Planning Division Approval __- _ Approv By 1,,PFTJVED CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY h "NO PARKING FIRE LANE-CVC2u00.1" s_::,.,..... �,......v pp F'LFIMIT ISSUANCE THE REGIONAL NOTIFICATION CENTER NOT LESS bC077 FAZGKAS&ASSOCIATES,INC. THAN TWO(2)WORKING DAYS NOR MORE THAN �A a 'SAg SIRHEI'DR C UVE FOURTEEN(14)CALENDAR DAYS PRIOR TO 9•lg`L 19'Y" �,1g`b . DATE - EXCAVATION (WIDTH MAYtl VARY) 'esr.;Inns have been reviewed for adherence to the P• P` - •.;Ie„•;;c codes and ortlinanee. Authorization is 'anted to issue a building permit pending Dig Alert ;,pro-.Ly all applicable City agencies. ~N.dgalen.org (TOP OF CURB) ;1-11based o -800-227-2600 i 4 provall�of these plansnshall no,be co strued to permit or approve any violation o1 the applicable codes or ordinance. No permit presumed to grve FIRE LANE STRIPING- DETAIL A co�honthall be vWE aald.or cancel The provrstons of such 0 10 20 30 60 (7-40., SCALE: V=30.00' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. a Y 2852 Kelvin Avenue O s f� Irvine,CA 92814 LAWS APPROPRIATE HAVE BEI71ONS OF EN FOUNDDEVELOPMENT ACCEPTABLE AND/OR CITY AND STATE Aee Oo?mi, p A 949.753.7678E CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 PC1 PLANNING COMMENTS 1 4.30.2007 APN:379-241-057 C 101 x wdpadners.cem APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 srs IVt as SCALE: „ BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE TFo1=CA °P 1 =30 CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. LAKE ELSINORE, CA 92530 GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' PC2 PLANNING COMMENTS 2 5.30.2007 1 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 13,147R,M GRADING NOTES KEYED NOTES 1295.521NV 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND O CONTRACTOR TO FIELD VERIFY INVERT OF EXISTING STORM SEWER STUB PRIOR TO 1 X1 APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. INSTALLATION OF PROPOSED STORM SEWER. "" -- "-- '�- 2. A PERMITSHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITYOF LAKE ELSINORE,PRIOR TO ANY OPERATIONS. 2 ROOF DRNN DOWNSPOUTS TO LANDSCAPE. CROSS SLOP IS NOT O EXCEED ROUTE FROM BUILDING TO PUBLIC RIGHT-OF-WAY. r � 3. THE DEVELOPER ANDIOR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-000-022-0133) O CROSS SLOPE IS NOT TO EXCEED 2.00%. L DW.- � `- FORTY-EIGHT(48)HOURS PRIOR TO GRADING. CANOPY 70 DRAIN ON THE SURFACE AS SHEET FLOW. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF "��- r3i5 r'r^- -� rJt3 13iY-- BEGINNING GRADING OPERATIONS. -I -1 ._ \ O HEADWALL WITH RIP-RAP.SEE DETAIL C20Y-04. O 1- \ ` \ � \ - 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. \ \ 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN GRADING LEGEND / N53°355 2.28 13.36 1r. ON THE PLAN. W .31 \e,� i--. '� - :•--:+ a T1 \ _ \ /� EXISTING SPOT ELEVATION: „t�s `I 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED$HALL BE SHOWN ON \\ % -m -- _ y, � � _ ,• \`�) PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. • 13.42 I / EXISTING CONTOUR: 1487 1388 _ 12.50 124e pit:-_ 280 ^1201 <' 15]9 143] 13.38 2 4 3 t2.9z 3 1230 1151 B 1095 _ 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER A.SS.M. 1529 t . D-1557-70 TEST METHOD. PROPOSED RUNOFF FLOW: 2.1% - 3 ti 1 1.43% "k t3.o9 g 1o.ee t 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND PROPOSED SPOT ELEVATION: 00.00 l\ t 14,32 APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 1s.n 3zo 1z.ae ( n u t5.]a \ 1z.a3 7 PROPOSED SPOT ELEVATION: oo.w TOP OF pram ` t t5s7 _ 15 Y4 13.33 t3.3q 3, H � 12.58 3p 1b.95 I 10. ALL FILL MATERUIL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE TCURB) 00.0o PAVEMENT 12m \�� ° I SOILS ENGINEER. 13,1\ t3.95 u'j 12.y3 A 12111 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN Y:'PER FOOT FOR A MINIMUM OF THREE PROPOSED CONTOUR: 9DS 13.11 13.1 13,45 13q t� d°I° 12.11 11.71 I 13.33 2% \ tzae JI (3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. 0 0 0 1 CROWN: 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(19),AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BEA MINIMUM OF 0.6 DEEP AND CONSTRUCTED A 18.33 EMERGENCY OVERFLOW flOIJTING. MINIMUM OF TWO FEE FROM THE TOP OF CUT OR FILL SLOPES.T 7 f 12 ( )64 tq 1364 3 aoo.. -" nat ADA ACCESSIBLE ROUTE:(SEE KEYEDNOTE#3) Eo-i ;ri - �- 13. PROVIDE V WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH " IL 6 .'? 13.20 13.70 135] 1304 _ C. a 13.2o t3W 12 sa 12 PROPOSED SPOT ELEVATION: o6.ao TOPTO OF t35o 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. *`n' 1311.33 \ (AT SCREEN WALL) 00.00 BDTTOM OF WP11 C 1 1 1 late I z1 - 13 \ 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. 16.36 Illy ,y- 18.16 15.94 16.75 .'>n y 't 14 33 "^ I, INV.=1311.33 I " 72a 1729 16 e3 162b 15.25 Y,> - 1a 12 - 13. E 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT 1643 6iE t5� 3� ` BENCHMARK INFORMATION i kL� 67 16 1659 1S7b 1539 WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 35T 3 13.61 19 It t 1873 d 1 -" } ;;4*y,, �' " NdA 13.a7 \ 13.11 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND FINAL COMPACTION REPORT BYASOILS ENGINEER SHALL � 1. �, � see z -�,` ; Rlte Fu'd Pharmacy � -I- to 2a n 33 nob 18. 16.75 16.7a t5 ro ?:. 17,272 GppSS SO.FT. �1 BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS BENCHMARK 1].a3 1 NI BM#1 FND CHISELED'X'ON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE F.F.E.= BLD 2 F. .= 1581 1 4 18. THE SOILS ENGINEERING INVESTIGATION DATED_11/1012006 PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL DATED INTERSECTION OF MACHADO STREETAND LAKESHORE DRIVE 67 FEET 513 loraxl6z-4• ROR {14.50 ,0d 1317 1317.33 RETAIL STRI 13 .75 '..' 1.92 ` I t111012006 AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED_11/1012006 PREPARED BY(SOUTHERN CALIFORNIA NORTHEASTERLY ALONG MACHADO STREET AND 21 FEET SOUTHERLY TO THE M a,1a5S 15.82 4 } t.4z 31�i SITEARE4106, .FT. to 2 14.00 GEOTECHNICAL),SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLLANCE. MOST WESTERLY BOLT OF TRAFFIC SIGNAL BASE. 26 REGU 9X16 P KI G S ES P 15.81 16.00 13.760 { 1 HANrn ED PARKA sw F E_ 3 e 3 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. t ,10S2m)-2 PARKING SP ES UIRED ---- 68 REGULAR 9X1e PARKINGSPACES CITY OF LAKE ELSINORE BM C-95-34 ELEVATION....... .. .. ...........1317.32' F.F.E.= 316.75 3WWDICAPPEDPARKINGSPA&S, 14.00 1 WHERE SPECWITHFIC ELEVATIONS SPCTTOAREREQUIRED,THE NTGROUNDSU FATION CEISR RETH QUSPECT IRED,THE MEAN ACTUAL ANCEA ABOVE SHALL GIVEN.IF AN STRUCTURE SCHEDULE 17,272l25D)=69 PARKING SPACES REQUIRED GROUND SHALL BE GIVEN.TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE A60VE THE ADJACENT a,` GROUND SHALL BE GIVEN. 18.00 =1 a=<._z.a[ +> t •.- 4 "_• F 16.ob .F.E 1314.33 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY = "8 I n.26 � 9•t a s 140 CONSTRUCTIONIGRADING. X1 EXISTING MANHOLE O PRECAST CONCRETE CATCH BASIN .09.� 1433 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BYA SOILS ENGINEER TO THE BUILDING 1 -....-,,. _ -...•,.:,z-- 1s cq�/4` ++m.oa:: ,..w-,i:;;,; 14.23 13e3 t2. RIM=1311.47 RIM=1312.30 I- --µ---- 553 3YY'E 1 5 \ AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30•)IN VERTICAL HEIGHT. EXIST.57'INV.OUT=1295.52 INVERT IN=1307.12 C 17 q2 14.33 PROPOSED INVERT IN=1301.47 E INVERT IN=1305.75 B 1s.a5 - z1.2o t \ \ M \ - 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. INVERT OUT=1306.67 E t 10 14.69 \INV_ 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM V-0'X 1'-0'DIA.CATCH BASIN,SEE 14.19 2 NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED By REGISTERED SOILS ENGINEER PRIOR TO DETAIL C201-01 1 11.33 114.13 � � 1g33 I PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. •�14 z3 ,' t4.oe 73.]e 4 "Y ' = PRECAST CONCRETE CATCH BASIN 19" 13.58 13.26 NV. 1308.87 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: PRECAST CONCRETE CATCH BASIN O O 13 INV.s 09.05 RIM=1IN=17 HIM=1IN=1 INV. //�� L� A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVLAL AND INVERT IN=1308.51 D INVERT IN=1310.98 F 1 a.a6 131 4_ ;� 14.22 `' 1 2 TERRACED AREAS AND ANY SUBSTRUCTURES. HT=96.58 a.oz 1 ,5 INVERT OUT=1308.30 C INVERT OUT=1310.07 D \ 1 1474 p Tv% ^3' G 2. 1 B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. 1'-6'X 1'-8'DIA.CATCH BASIN.SEE 1'-0'X 1'-0'DIA.CATCH BASIN.SEE 1 4 74 d 75 W + ?xs DETAIL C201-01 DETAIL C201-01 1a So 1 p�gT, 13 sz to 17 1313 1 C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 1g \ is 31 _ 5 D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. O RIM PRECAST CONCRETE CATCH BASIN O PRECAST CONCRETE CATCH BASIN 12 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, INVERT IN=1306.67A INVERT OUT=1309.32 A •-.0,�,.r�•'•"-_^-'•" --- •"- - -. �� AT TWELVE INCHES(12')ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, INVERT OUT=1306.58 B ':is+u'""""""'^ ""'"°--y"• M'P9°W'-'= '2P3 P4'"-�• '`�"'r"-' •' 19.83 •'••"'•• •„ 1864 SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10') s--t383 --- 1p gq ON CENTER;TREES AT TWENTY FEET(20.1 ON CENTER;COMBINATIONS FIFTEEN FEET(16)ON CENTER.SLOPES OVER THREE 1'-0'X 1'-0•D.A.CATCH BASIN.SEE 1'-0'X T-Or DIA.CATCH BASIN.SEE ti FEET(Y)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. DETAIL C201-01-01 DETAIL C201-01 :�...,... _.._,_,..,, -.•-^-`...='N53°0528"W_,w..: .7".YTS'"'-_. _.,.�...�.....,. ...__..... Z h '.6 � � �g �iy \ 3 ,L �A9-ti 2NOA �1g oy 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECTADJOINING STORM SEWER PIPE SCHEDULE 1 5A9 PROPERTIES DURING THE GRADING PROJECT. 0 10 20 30 60 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN (D 262 LINEAR FEET OF 8"PVC AT 1.0%SLOPE PLACE AT THE END OF EACH DAYS WORK DRAINAGE NOTES GRADING NOTES SCALE: 114 30.00• 211. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. (D 83 LINEAR FEET OF IO PVC AT I.O%SLOPE A.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY SIZES,TYPES,AND LOCATIONS 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL O 119 LINEAR FEET OF 12'PVC AT 1 D%SLOPE '00VED SHOWN ON PLANS.ALL UTILITY WORK SHALL BE IN COMPLIANCE WITH ALL FEDERAL,STATE,AND AND INDUSTRIAL STORM WATER DISCHARGES. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMrrrEE. ";:FI LOCAL REGULATIONS.NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY FOUND PL =DUETt FE flMIT ISSUANCE FAZEKAS&ASSOCIATES,INC. BETWEEN THE FIELD CONDITIONS,THESE PLANS AND OR GOVERNING REGULATIONS. NPDES WDID# DATE PERMIT ISSUED: ,LIMIT OF 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. O 84 UNEAR FEET OF 8'PVC AT 2.5%SLOPE CONSTRUCTION DATE M _ F RO -- OPE 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. - B.STRCTURE AND LNG COORDINATES PROVIDED ARE TO THE LOCTION OF THE STRUCTURE 112 SL O B40NFAR FEET IYRCP AT 5.0%SLOPE cs havn here Mliewed to,STRUCTURE AND DO NOT NECESSARILY COINCIDE WITH THE LOCATION OF THE STRUCTURE RIM. 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN OFFSITE adhnlrnce 1 the EASEMENTLIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 3.3% 1 Z0% STREET Pig �'' "-codes antl ordinance, Authorizati n is 1 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET O 18 LINEAR FEET OF 3'PVC AT 1.9%SLOPE `'1 'd 10 issue a Uuildin C.ALL HOPE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M 294 AND MP7-97, 1IT VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY ppr0'.a,.-y all applicable City agencies. gencies Permit per ding EARTHWORK QUANTITIES PARKING OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. O 48 LINEAR FEET OF 10•PVC AT 1.0%SLOPE 'gib ismiance or SUCH AS ADS N-12 SMOOTH WALL HDPE OR APPROVED EQUIVALENT. CURB AND I GUTTER yraniing of a permit base on D.ALL CMP TO BE CONTECH TYPE 2,ALUMINIZED CMP,146a ASTM A760 OR APPROVED EQUAL. 15, I 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY •-.prc✓ai 01 these plans shall not be construe to CUT 92C.YX. LANDSCAPE 6'SIDEWALK RESPONSIBLEFOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, O 61 LINEAR FEET OF TPVC AT 6.1%SLOPE T'trnul or approve any violation of the applic his FILL=992 C.Y. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ccUe,or ordinance. No permit presumed to jive E.ALL HDPE PIPE SHALL POSSESS MALE AND FEMALE ENDS TO ALLOW OVERLAPPING L LIMITOF author,ty to violate or cancel the provisions of ch GASKETED PIPE JOINTS PER AASHTO M294.GASKET MATERIAL SHALL CONFORM TO ASTM F 477, OVEREXCAVATION 6'CMU WALL SECTION B-B PL PRr1POSvt t 'viDlad. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. CONSTRUCTION' ALL HDPE PIPE SHALL BE CLEARLY MARKED ION THE FOLLOWING:MANUFACTURERS NAME, V LANDSCAPE ADJACENT e'CMU WALL CURB AND NOMINAL PIPE SIZE,AND PRODUCT/EXTRUSION CODE. QUANTITIES GUTTER AC ADJ 35. APPROXIMATE DATE OF: PROPERTY I 2' 4'BAST 3' 4'BAST 2 F. HOPE PIPE WITH THE FOLLOWING DEFECTS WILL BE REJECTED FOR INSTALLATION:VARIATION CALL BEFORE YOU DIG I I FILL=8402 C.Y. A5.0% PRTY CALIFORNIA LAW REQUIRES EXCAVATORS O NOTIFY BEGINNING OPERATION: 101/200 FROM STRAIGHT CENTERLINE,NON-ROUND PIPE,ILLEGIBLE MARKINGS,DEEP OR EXCESSIVE CUT=8402 C.Y. GOUGES OR SCRATCHES ON PIPE WALL,FRACTURES,PUNCTURES,CRACKS PASSING THROUGH 9'STORM PIPE 55- THE REGIONAL NOTIFICATION CENTER NOT LESS COMPLETION: 10/1/2007 $3% 3.7 , 3.✓ .2% WALL,DAMAGED/CRACKED ENDS PREVENTING PROPER SEAL. NET IMPORT=541 C.Y. _ THAN TWO(2)WORKING DAYS NOR MORE THAN \ f G.ALL PIPE LENGTHS ARE APPROXIMATE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. NET QUANTITIES FOURTEEN(14)CALENDAR DAYS PRIOR TO 38. NO ROCK IN OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES,A WILL BE PLACED IN DEMO EXISTING I ��ASIN 310. SECTION A-A EXCAVATION FILLS WITHIN ROADBED AREAS OR THREE FEET(3')OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL BLOCK WALL 15 LANDSCAP p METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. H.ALL DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED ON PLANS. NET EXPORT:254 C.Y. �w Dig Alert 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. SECTION C-C NET IMPORT=541 C.Y. I. GENERAL CONTRACTOR TO MAINTAIN STORM SEWER WATER DRAINAGE THROUGH ENTIRE wAm•.di9alert.org CONSTRUCTION PROCESS, QUANTITIES ARE FOR BOND ESTIMATE PURPOSES ONLY. -500-227-2600 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE PREPARED BY: WD PARTNERS, INC. a 21152 KeIAn Avenue o SA yF t9 Irvine,CA 92614 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ev" OO�Fy 949.753.7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL 3.19.2007LAWS AND HAVE BEEN FOUND ACCEPTABLE Zc ' sas.753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 83 APN:379-241-057 C 1 02 � wdpadners.com ppN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 ON SCALE: ,> , BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE TFOFCA 1 =30 CM-95-24 16475 LAKESHORE DRIVE(RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINOCHECKRE, CA 92530 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 50-0'MINIMUM NOTES '0"MIN7 BEAVER DAM FOR VELCRC CLOSURE 2'RADE FASTENED TFABRIC ABOVE ",{ T FLAP FOLDS OVER TO EROSION CONTROL NOTES 3Ye'DIAMETER COARSE ROCK A.STONE SIZE-USE#2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT GRADE FASTENED TO POST METHOD CURB IN LETS o 00 FILTER CLOTH ENCASING o WIRE TYPICAL OF EACH METHOD CURB AND ENCLOSE GRATE ENTIRE STABILIZED ROCK i tv I I B.LENGTH-AS REQUIRED,BUT NOT LESS THAN 50 FEET GIfTTER INLET LIFTING STRAPS o0o ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ADJACENT 8'MIN DEPTH OF FABRIC BELOW GRADE ALLOW EASY GRADING ORDINANCE NO.882 AND STANDARDS OUTLINED WITHIN THIS DESIGN MANUAL.NO ENTRANCE SIDES AND BOTTOM 8'1 MAX ACCESS WHEN SLICING METHOD IS USED. MOVEMENT OF UNIT GRADING PERMIT SHALL BE ISSUED BETWEEN OCTOBER 15 AND APRIL 15 WITHOUTAN C.DEPTH-NOT LESS THAN SIX(6)INCHES EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER.THE EROSION CONTROL PLAN a a ' D.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS STANDARD FABRIC SHALL INCLUDE DETAILS OF PROTECTIVE MEASURES,INCLUDING DESILTING BASINS OR ` a•\ \'\ 48'MIN.FENCE POSTS,DRIVEN MINIMUM 24• ORANGE WOVEN OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES,OR BOTH,AS MAY BE NECESSARY / /\ /\ •a \ \ \ \ a MOUNTABLE WHERE INGRESS OR EGRESS OCCURS INTO GROUND.INSTALL POST BEFORE Q� OVERFLOW GAP MONOFILAMENT TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING SECTION BERM E. FILTER CLOTH-PLACE OVER THE ENTIREAREA PRIOR TO PLACING OF STONE COMPACTING BACKFILL IF TRENCHING METHOD SLICING d PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION,FLOODING OR THE IS USED.POST INSTALLED AFTER COMPACTION METHOD "LOW PROFILE WITH GUTTER DANDY BAG DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM W IS USED. FOR SAFETY AND CURB APPEAL GRATE SUCH GRADING OPERATIONS. F. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION WHEN BOOING METHOD z o w / •.y,,, y ,'�� ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL, ¢ 9 -DESIGN CONFORMS TO CATCH BASIN VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE \ '�•%''r' MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED TRENCHING METHOD:FABRIC MATERIAL TO BE 3 ALL SHAPES OF CONCRETE CURBS ,O DANDY BAG RAINY SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING PLACED IN 6k6"TRENCH WITH'L"SHAPED DOGLEG LCL'V ti" BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. ,.e•;ae••i G.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BEFORE BACKFILLING AND COMPACTING THE SOIL FOR CATCH BASINS NOTES . ,. e•:d e:,9 a PREVENT TRACKINp OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,THIS MAY ¢ PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE t Y SEPARATE P ae•;ae';aa•;ae•;aa•;as•;aa•;aa•;aa••i. ae•;ae• 1 ;ae•;ae••i REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND A.INSTALLATION:THE DANDY OPTIONAL SHOULD BE PLACED OVER THE GRATE IL THE GRATE '• �a SPECIFICATIONS m STANDS ON ENO.IF USING OPRONAL OIL ABSORBENTS;PLACE ABSORBENT PILLOW ON POUCH, USED DURING THE RAINY SEASON SHALL BE SUBMITTED PRIOR TO OCTOBER 1.THE •aje,'ai••a�p Y••aa 4••a�9 C+.q 4,;.9 e,".p q,;.p4 ,ay 4,, m, Pia q,°�4 AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL POSTS: STEEL EITHER T OR'U'TYPE OR 4'HARDWOOD ON THE BOTTOM BELOW-GRADE SIDE)OF THE UNIT.ATTACH ABSORBENT PILLOW TO TETHER CONTROL DEVICES SHOWN ON SAID PLANS SHALL BE INSTALLED NO LATER THAN OCTOBER ae•;ae•;ae•;aa•;ae•;ae•;ae•;aa•;ae••, •ae•;aa•�`J'e ;ae•;ae••i 'Q SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST FENCE: WOVEN WIRE,141/2 G4.8'MAX.MESH OPENING N LOOP,TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE.HOLDING THE/ ,a••,a•.,.••,a•.r a••,- a••, ( 15.AND MAINTAINED IN OPERABLE CONDTION UNTILAPRIL 15. ••• '••''••'' •°a.a '"• a• BE REMOVED IMMEDIATELY. FILTER CLOTH: FILTER X,MIRAFI 100X,OR APPROVED EQUAL ae�Saed•Sae Sae Sae `a�4 e� ?e'�S? e d`�ed ee d ea d e w PREFAB UNIT: OEOFAI3,ENVIROFENCE,OR APPROVED EQUAL TRENCHING LIFTING DEVICES(DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF THE �} a •,a 'e •,a••„e••, GRATE),PLACE THE GRATE INTO ITS FRAME.FOLLOW ALL MANUFACTURES RECOMMENDATIONS. TEMPORARY EROSION CONTROL PLANS SHALL PROVIDE THE FOLLOWING: H.WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBUC d e•d e d e••d e d e d 4+d e d e d e d e•• : d e+d: . NOTES METHOD B.MAINTENANCE:REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA 1. THE FOLLOWING NOTES SHALL BE PLACED ON THE PLANS: - A.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/WIRE TIES OR STAPLES. VICINITY OF UNIT AFTER EACH STORM EVENT.REMOVE SEDIMENT THAT HAS ACCUMULATED asp S STABILIZED WITH STONE AND WHICH DRAINS INTO APPROVED SEDIMENT TRAPPING y / z + /� 'd,to, DEVICE. USE WATERING TRUCK OR ONSITE SUPPLY AS AVAILABLE. B.FABRIC FASTENED SECURELY TO FENCE W/TIES SPACED AT 24'AT TOP AND MID SECTION. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED.IF USING OPTIONAL OIL m 5. C.WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL OVERLAP BY(6)INCHES. ABSORBENTS;REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. A. IN CASE)A EMERGENCY,CALL BOB DORAN (RESPONSIBLE ,e I. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN D.LOCATE POSTS DOWN SLOPE OF FABRIC FOR FENCE SUPPORT. C.ONLY APPROVED EQUALS WILL BE ACCEPTED. PERSON)AT (819)B92-O800 -HOUR PHONE NUMBER). ,�\" EVENT E.MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED,SEDIMENT MANUFACTURER:DANDY PRODUCTS,INC.2011 R HARRISBURG PIKE,GROVE CITY,OHIO 43123 BE REMOVED WHEN'SULGES'DEVELOP. (814)876-2284 S. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED STABILIZED CONSTRUCTION ENTRANCE SILT FENCE INLET PROTECTION PLANS. C 104-01 SCALE: NONE C 104-02 SCALE: 3/8"=V-0" C 104-03 SCALE: NONE 85838 12113/07 ( 517/07 DATE) (SIGNATURE) (ROE NO.) (EXP) (DATE) —� C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL GRADING & EROSION LEGEND TIMESSA DURING T MATERAIRIALS SHALL BE 15 THROUGHAND APRIL 15. STOCKPILED NECESSARYLOCATIONS SHALL CI AVAILABLE ON-SITE AND STOCKPILED AT l CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL �Y�'• I -------- - ------------ — -- ---_�-- MEASURES WHEN RAIN IS IMMINENT. LAKE MORE � STABILIZEDCONSTRUCTION ENTRANCE. i / /'� f-f'�f1�l1 DETAIL C1 7.+.+ D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT - _-.--__ (SEE 04-01) '1'f'I THE APPROVAL OF THE CITY ENGINEER ...-._.,.r,�=bra=— ...._-oc: .-...—_.-__ .. .. ...__.—.—...�..._...-_.. ...--...---. - -...—_ E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL I. — INLET PROTECTION: BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE(5)DAY \ C O \ \ (SEE DETAIL C10443) ' S RAINPROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). IV 53°3'S5'W L SJ SILT FENCE: F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM .„. CHECK BERMS AND DESILTING BASINS.ANY GRADED SLOPE SURFACE J� 31 �, A / \ �+8y qqp (f — _:c-r.,=•*-•- -`�'-''•� ~� �'7 '�7R V II (, y. - '--.-r,+, -"� �+s.•� - -'sue ;,e,.. t--tr— ..- �^ �� S`fi' PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE (SEE DETAIL C70402) IMMEDIATELY REPAIRED. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP 1 / 1 TEMPORARY SOIL STOCKPILE AREA: I OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. �\ 1 L r I �!,LSj-•dp2\ H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE ` •' ' TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED •' I r EXISTING CONTOUR: iw � ( � \ I l ( --•- WHENEVER THE DEPTH EXCEEDS TWO(2)FEET OR CREATES A HAZARDOUS PROPOSED CONTOUR: --�,wol---- .1 2. TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT. EMERGENCY OVERFLOW ROUTING: I "L 1 .�i it a \ I\ \ �• J 3. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE,DESIGNED FOR J -.`}• novwervHn ® ® ® PLYWOOD SIGN WITH SITE ADDRESSES(16491 A TWENTY-FIVE(25)YEAR,SIX(e)HOUR STORM INTENSITY.THEY MUST BE DETAILED t - _ W(ESHORE DRIVE AND 16475 W(ESHORE eat ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR DRIVE,LAKE ELSINORE,CA 92530)AT A MINIMUM THE FOLLOWING: ^' '�- 1 �^••--••-----e - ' rrawy OF 24INCHES IN HEIGHT: A.10N 00 A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. _ +7 .j'� -I °;� �`' ,+ n/.•: B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. ' fmp ' C. SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. I ON-SITE REVISIONS D. DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, ! - � - DATE REVISION DESCRIPTION INITIALS ^ L• \ PERCENT COMPACTION,ETC. ly 1. jig- 1 p ® \ \ 4. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE 1' \ SHOWN ON THE PLAN. 5. OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS. v v J—� 8. THE PERMITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE \ ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID f� CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. I" ----------- — — 7. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE -\ Q DIRECTOR OF PUBLIC SERVICES OR,IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS L S 3`3'0'E 196.15� 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF —\ EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS ""--' •"— -------"`"' - 1 FORK PERCENT 40%.FORECASTS SHALL BE RECEIVED FROM BROADCASTS �--,._ \ I \ •+. I l.i PROVIDED BY THE UNITED STATES WEATHER SERVICE. tp.tLs yyy„„, 1 9. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS 0 10 20 30 60 AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE SURFACE 4 ,p PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY �`L- ♦ 1 II SCALE: o 30.00e 41�w REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAV RESULT IN PENALTIES. ; 10. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE IitS 1 SLOPE AT THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. I 1 CALL BEFORE YOU DIG 1 11. AT LEAST ONE(1)GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF 1 CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY WATER IN ANY DEVICE EXCEEDS EIGHTEEN(18)INCHES.ADDITIONAL GUARDS MAY BE THE REGIONAL NOTIFICATION CENTER NOT LESS REQUIRED AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. THAN TWO(2)WORKING DAYS NOR MORE THAN 12 AND PIPES,AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES,PUBLIC GRAINS SF L _..:SF FOURTEEN(14)CALENDAR DAYS PRIOR TO AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM P \ .,.. .... ..., ...M _..,,. .» .......,.-. EXCAVATION "'/°'• 59°04'29WN -»::22324 Dig Alert -- ----' ----- -- 1 �� www.dgaleit.arg N53°Ds2 y96.Ts.;.M. _ . Z 1 800-227-2600 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED 6Y: WD PARTNERS, INC. 2852 Kelvin Avenue Irvine,CA 92614 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE e N 949.763.7676T CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE yy /�- 949.753.7678E PC1 PLANNING COMMENTS 1 4.30.2007 5 C 104 x wd aAnera.com APN:379-241-057 APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 s C 1 dy SCALE. BENCHMARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE TFOF, oP 1��=30� CM-95-24 16475LAKE ELSI ORE LAKES DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY EN GI DATE: 5 NEER ELEVATION 1317.32' LANORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 5/30/07 /7/2007 PLAN CHECK: 072 0001.06 I UTILITY LINE LEGEND KEYED NOTES 1 NATURAL GAS SERVICE.ALL MATERIALS AND INSTALLATION ARE TO BE IN ACCORDANCE PROPOSED GAS. O WRHALL STATE AND LOCAL CODES AND N.F.P.A.STANDARDS.DIVISION OF WORK SHALL BE AS FOLLOWS: —Ex Elec ———Ex Ere, ———Fx Eiac ———Ev Elec ———Fx Sec ———Er Elec — —Ex Exec ———Ex Elec ———at EON ———Ex6bc — PROPOSED ELECTRIC: L G UTILITY COMPANY SHALL SIZE SERVICE,PROVIDE TAP AND METER,PIPING WITH COPPER ,ee -- E'er E LOCATOR,REGULATOR,AND TRENCHING AND BACKFILL FROM THE TAP TO THE PROPOSED TELEPHONE: T PROPERTY LINE. GENERAL CONTRACTOR SHALL PROVIDE TRENCHING AND BACKFILL FROM THE ------- - - -"•`�`--- ---" Rct' ---'--'------'-------•- ---- --_----_-__ �-.�. RCP -- PROPOSED FIRE: 6'F PROPERTY UN E TO GAS METER SET BY GAS COMPANY AT THE BUILDING.GENERAL y --'-'- --------- _ -----' "'- CONTACTOR TO PROVIDE BOLLARDS AT METER PER UTILITY STANDARDS ♦sa, — 6 ———Exyb, — —&Sn ———6r.9ae — —Ex3Yl T ,� ———�. ———a.y.� —,—ErS� ———pyy PROPOSED WATER. 1.a'VJ O . y� �.J • - —_.---__-_--_-_-" CODES,POWER COMPANY,CONTRACTOR AND N E CSSTNDARDS AND COORDINATE I WITH THE .• Rr r�ao PROPOSED IRRIGATION: —IRA—IRA POWER COMPANY TO VERIFY THE TRANSFORMER LOCATION,SIZE,ORIGIN OF SERVICE, • �-^�"`�- .� --- ---'"�'--""'-- AND ALL STANDARDS FOR WORK,SEE ARCHITECTURAL SHEETS FOR SECONDARY ,.•i' [', PROPOSED SANITARY SEWER: SS—SS WIRING DESIGN.DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITYCO1 U 1a 1` ——— IV W.W ———&10'ftw ———Fx 10'Waler ———a1a Were. ———&1 war♦. — —Fx 1a Were. ——— 1a Walw ———Fx is Wee —— PROPOSED STORM SEWER PRIMARY AND s •- O I =- ----- SECONDARY CON CONNECTION,TAN SHALL RANSFORMER,MOVIDE PRIMARY ETER,AND CT CABND SECONDARD INET. BEE SHEET C102; -� �- -' "�""""- 9 I V ( ) --- GENERAL CONTRACTOR SHALL PROVIDE PRIMARY AND SECONDARY CONDUIT,SOCKET, © . ALL TRENCHING AND ACKFILL PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT I �((• r' •�,:•��_ --��- - ��. _ �.,_._ _ - - -�" PROPOSED IRRIGATION SLEEVE: ..... ..... ....... STANDARD DETAIL NO.W-3 REQUIRED FOR SERVICE TO THE SITE,TRANSFORMER PAD, ra wale. — I I •' -', :L '•••`'•� s-'--•- ^O GROUND WIRE,ND PULLBO%AT THE PROPERLY UNE.GENERAL CONT TOR SHALL .. .... .. _.. >.... •, _ �, I EXISTING WATER: —Ex were. — CDDIN E WITH DEVELOPER AND UTILITY COMPANY ON DINT OF CONNECTION FOR r.. 73 .. 7, PRIMARY AT o �# • ; EXISTING G45: —Ex Gee — 3 TELEPHONE SERVICE.VERIFY EXACT ROUTING AND TERMINATION REQUIREMENTS WITH TELEPHONE COMPANY BEFORE STARTING WORK CONTACTOR TO COORDINATE WITH u3 I,a EXISTING TELEPHONE: —Ex Tara — I Ib I g ; - --.= - - -- - - -- - _ � ,�� • I C.t3 OTHER UTILITIES AND UTILIZE SHARED TRENCHING IF PERMITTED.GENERAL ♦ J" 77EXISTING SANITARY SEWER: — — CONTACTOR TO COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF -e CONNECTION.DIVISION OF WORK SHALL BE AS FOLLOWS: EXISTING ELECTRIC: —Ex Eex: — UTILITY COMPANY SHALL PROVIDE ALL CABLE AND WIRING FOR SERVICE, GENERAL CONTRACTOR TO PROVIDE 4'CONDUIT WITH PULL WIRE FROM PEDESTAL TO � EXISTING STORM: —Ex Spam BUILDING,3/4k4'Ix4'PLYWOOD BACKBOARD WITH#6 awg GROUND WIRE,AND ALL 13 TRENCHING AND ACKFILL REQUIRED FOR SERVICE. p T '^ q I s ♦ h i I O TELEVISION SERVICE SHALL BE PROVIDED BY ROOF MOUNTED SATELLITE.SEE 13 7 n.rvv.wvK _ ® ® I ARCHITECTURAL SHEETS FOR DETAIL AND APPROXIMATE ROOFTOP LOCATION. y'jw .t V 9 .- .- .-18- I SANITARY PIPES 1.5'DOMESTIC WATER SERVICE.CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL I 7' F _ �° O CODES UTILITY COMPANIES AND GOVERNING OFFICIALS.PIPING SHALL BE Npy k I I I� •t- �L•- ,� � ,n >; V — 65 UNAR FEEL OF 6'PVC AT 2.0%SLOPE POLYETHYLENE TUBING(200 PSI)CONFORMING TO ASTM-2737,AWWAC-901,SIDR7,AND 1 1 y, x1- _ `y..,.,.... PE 3408,INCLUDE IN BASE BID ALL VALVES,PIPING STRUCTURES,ETC.THAT WILL BE REQUIRED.MINIMUM DEPTH OF WATER UNE SHALL BE 3 FEET,DIVISION OF WORK SHALL II ^ �, I ,1 306 LINEAR FEEL OF B'PVC AT I.7%SLOPE BE AS FOLLOWS: '0 ay "1 •6 k1{rF' - UTILITY COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE AND I II W I 6� ,1 1- ;e,,, OC 201 LINEAR FEET OF 6'PVC AT 0.8%SLOPE SHUTOFF VALVE IN R.O.W. m 7(' '•� y 15 GENERAL CONTRACTOR SHALL SUPPLY 2'SPLIT BEFORE METER OFF OF 6'FIRE LINE, I I IO Y, a4 l IO O 17 LINEAR FEET OF 6'PVC AT 6.0%SLOPE PIPING FROM THE PROPERTY LINE TO THE BUILDING,CURB BOX,r METER VAULT PER CITY ' _ Z c }a�•,• 1 W OF LAKE ELSINORE WATER STANDARDS,AND 2'DOUBLE CHECK ACKFLOW PREVENTER. Ifs r NNVV�� 1 E 17UNEAR FEETOF6'PVCAT4.1%SLOPE B O g 6'FIRE SUPPRESSION SERVICE.CONTACTOR TO VERIFY REQUIREMENTS OF LOCAL RIS ad "� O CODES,UTILITY COMPANIES AND GOVERNING OFFICIALS PIPING SHALL BE P.V.C. I I 3f 1 _ 727 SS i O 17 LINAR FEET OF 8"PVC AT 2.7%SLOPE CONFORMING TO AWWA C-W0(200 PSI)WITH MECHANICAL JOINTS INCLUDE IN BASE BID BLDG-2 a .. _ it 8 1 ALL VALVES,PIPING STRUCTURES,ETC.THAT WILL BE REQUIRED.MINIMUM DEPTH OF r ` RETAIL STRI 'k ar•a x 16rr'ExrEROR 7rr• WATER LINE SHALL BE 3 FEET.DIVISION OF WORK SHALL 6E AS FOLLOWS: II I I 6,105 S.F. ^ -- ', SITE AREA 108,084 SOFT. _ II 1 25 REGU t170a'P.F. GSPACE3 13 UTILITI'COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE AND SHUT 1 HANDI ED PA SPACE ' r 4j 1 OFF VALVE IN R.O.W. 11 I I 1 1 ,10S25q= PARKING SP ES REQUIRED - _ 68 REGULAR 97u6'PARKING SP ES G(71% ENERAL CONTRACTOR SALL SUPPLY g'TAP AT THE EXISTING MAIN,PIPING FROM 'U I _ iM,� avalr _ t e 14 ` B ,� 3 HANDICAPPED PARKING SPAC 1 THE PROPERTY LINE TO THE BUILDING,CURB BOX,WATER METER PIT,6'METER,ND 6' b as lease 1e ae n,272J2W1=69 PARKING SPACES RE UIRED n 1 DOUBLE CHECK BACKFLOW PREVENTER. G qq 1 D .. p_ /r 511r' 1 O IRRIGATION WATER SERVICE.PIPING SHALL BE POLYETHYLENE TUBING(200 PSI) 6 1 CONFORMINGTO ASTM-2737,AWWA C-901,SIDR 7,AND PE 3408.INCLUDEIN BASEBID E E E E L E II Yn' s ALL VALVES,PIPING STRUCTURES,ETC EPTH OF..,,,, .TAT WILL BE REQUIRED.MINIM M D SS SS SS 2 2 0� i WATER LINE SHALL BE 3 FEET.DIVIPLY LINN OF WORK SHALL BE AS FOLLOWS: E EXTENSION TO THE PROPERTY LINE,INSTALL b I --�- ..,.•-:�., ---- ----- UTILITY COMPANY SHALL SUPPLY UN Of I I iN,ear_lmzm tale sz 10 C ewEm= E J YY E•796 75 1alczz I METER,AND SHUTOFF VALVE IN R.O.W. 'slag 1KVER 1 GENERAL CONTRACTOR SHALL PROVIDE 1'DOUBLE CHECK ACKFLOW PREVENTER IN --- ----_-- - - - L---- METER VAULT.MODEL TO MEET OR EXCEED WATTS#709-DCDA PIPING DOWNSTREAMuT 1 m"•10 _ � 3 OF DOUBLE CHECK SHALL BE I-1/75CHEDULE 40 PVC STUBBED TO EXTERIOR OF THE • VAULT,18'BELOW GRADE WITH SHUTOFF VALVE. 0 AI'DIAMETER SCHEDULE 401RRIGATK)N SLEEVE.GENERAL CONTACTOR SHALL PROVIDE 1 13 rre.,alaaa 1 PULL WIRE AND FLAG ENDS OF SLEEVES.VERIFY SLEEVE LOCATIONS WITH IRRIGATION ,OI I I 1 - •r zwEar. 3 1 CONTACTOR. EXISTING FIRE HYDRANT. rS 1 1mr.e b :r itI I I I I p I :•;F 1 Ste____- g 10 SANITARY SEWER LATERAL PIPE SHALL BE PN.C.ASTM D-3034 SDR 35,SEE PLAN FOR 2 ervEnr_1sm - US W I SANITARYLENGTH,SIZE AND SLOPE.JOINTS SHALL CONFORM TOASTM D-3212.PROVIDE II 1 1 6'F �-1s1v aF ,1 5� I CLENOUTS AS INDICATED BY'CO'PER DETAIL 2Z 0�COORDINATE LOCATION OF SANITARY SEWER LATERAL THROUGH FOUNDATION WITH STRUCTURAL DRAWINGS. 1 E G E G— T E 14 i • - -- MAINTAIN A MINIMUM OF 10'HORIZONTAL ND 18'VERTICAL SEPARATION FROM WATE. - .r, r' �,s 1 - -.-. - ' 11 10'HDPE STORM LINE FROM DOWNSPOUT.USE BOOT CONNECTION AND EXTEND TO dS I r• I 1 UNDERGROUND STORM STRUCTURE,PER PLAN,SEE SHEET C103 FOR STORM 1 I II STRUCTURE.FOR EXACT DOWNSPOUT LOCATIONS,SEE ARCHITECTURAL DRAWINGS. `." "�`" "••'_""Ns3° 223.'24e''_"°'v.i9"'"""'""• 'C;J♦ '•v`:p PROVIDE CLENOUTS AS SHOWN BY'CO'PER DETAIL C202-06. to 1 1 u"J(T FA EIiIdI11SSOCIAT C� F-1 ,v ZEKAS 8 ASBOCIATES,INC. t2gRONUCHITIEENT/PYLON CTURAL 8ESITE FOR CIRCUOVIDE 11/2'P.V.C.CONDUIT TO ELECTRIC PANEL.SEE 0 _. .. _ '^-^•^•`ei "°-••^"- � w 13 SITE LIGHT.PROVIDE 1-1/Y P.V.C.CONDUIT TO ELECTRIC PANEL.SEE ARCHITECTURAL N53"OS'28"W\• 798.15' -- �, \» nl 1s havr been reviewed for adherence l0 the p;, cotlas and Drdlnanee. AulhoriZatlOn Is SHEETS FOR CIRCUITING.FOR LIGHT POLE BASE SEE DETAILS-I�. b I f:LTr inted t0 issue a building permit pandln9 14 PROPOSED SUPER FIREHYDANT(6x4'x2.5')PER ELSINOREVALLEY MUNICIPALWAER UTILITY CONTACTS yp ova oy all applicebleC yagenaos. DISTRICT STANDARD DRAWING NO.W-7. ,in i5cuance or granting of a permit based on 15 ROOFORAINS.SEE ARCHITECTURAL PLANS FOR EXACT LOCATION rl I I I .-. ._....___.__ _____.._ _.._„.__-_ grovel of these plans shall not be constrlcable ELECTRIC TELEPHONE S TELLITE NATURAL GAS: perlT,ll or approve an violation of the flpp 6 POWER POLE TO BE UNDERGROUNDED PER APPROVED EDISON PLAN. codes Or ordinance. No permit presumed DI such SOUTHERN CALIFORNIA ELECTRIC VERIZONuthonty to ViOlate or cancel the provlwons of such ADELPHIA CABLEVISION SOUTHERN CALIFORNIACALFORNIA GAS COMPANY codes shall be Valid, 26100 MENIFEE RD. ROB FARRELL 4077 W.STETSON AVENUE 1981 W.LUGONIA AVENUE ROMOLND,CA 92585 150 SOUTH JUANITA STREET HEMET,CA 92W RDLANDS,CA 92374-9796 GAVE REDDECUSS HEMET.CA 92545 TBD ANTHONY BARROZO 951.928.8206 951.929.0724 951.652.0020 9W.335.7582 CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO(2)WORKING GAYS NOR MORE THAN WATER: STORM WATER: SANITARY SEWER: FIRE: FOURTEEN(14)CALENDAR GAYS PRIOR TO ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT pI/_� EXCAVATION 31315 CHANEY STREET 19DO MARKET STREET 31315 CHANEY STREET 2300 MARKET STREET �• D19 Alert - w.vw.digalen.orq 0 10 20 30 60 " LAKE ELSINORE,CA 9253D RIVERSIDE,CA 92502 LAKE ELSINORE,CA92530 RIVERSIDE,CA 92502 1-800-227-2600 Y CHERQUINONES EDLOTZ CHERQUINONES SCALE: 1"=30.00' y� `y doy:4: 951.874.3146 x8427 951.955.1286 951.874.3148 x8427 951.955.4777 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. v sr 2852 Kelvin Avenue APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND STATE Q0 PSA f kst Irvine.CA 92614 SHEET / Z 949.753 3.19.2007 .7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL LAWS AND HAVE BEEN FOUND ACCEPTABLE 2c . 949.753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 8 a rtneswd rtners.com APN:379-241-057 C 1 05 APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 CIV dFq SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 1 5.4.2007 FCA1O 16475 LAKESHORE DRIVE RETAIL KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE CM-95-24 (RETAIL) FILE No. GRADING PERMIT 2 1 5.8, 2007 2007 CITY ENGINEER ELEVATION 1317.32• LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30. CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 CONTOUR TEMPLATE SCALE:1'=20 GENERAL PHOTOMETRIC NOTES FIXTURE REFERENCE: PL1 MOUNTING ARM: 1.0 A.FOR POLE BASE INSTALLATION,SEE DETAIL C202.03. MTG.HEIGHT: 30 ARRANGEMENT: SINGLE B.ALL PARKING LOT LIGHT POLES SHALL BE LITHONIA SERIES MODEL SSS 18 4C,30'HEIGHT(32' FIXTURE WATTS: 310 MOUNTING HEIGHT),BLACK IN COLOR,OR AS SPECIFIED BY OWNERS REPRESENTATIVE. CONTOUR LINES: FOOT-CANDLES C.ALL NECESSARY MOUNTING BRACKETS,CONCRETE BASES,ANCHOR BOLTS,AND OTHER �-' MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BE 80 PROVIDED BY GENERAL CONTRACTOR OR SITE LIGHTING SUBCONTRACTOR. D.FIXTURES ON POLES ARE TO BE PROVIDED WITH BALLASTS,SOCKETS,LAMPS,ACCESS PLATES,ALL REQUIRED MOUNTING HARDWARE,BASES,AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLE MOUNTED SITE UGHT FIXTURE INSTALLATION. 60 E.ALL WIRING SHALL BE COPPER WIRE IN 1X'RIGID CONDUIT ' s F. INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT.FOR Ap. .;3. �M1 '..,91,: r +,s'9 ,M11• M1.. n `M1: .s4'-•t.. ,$., '+..: 't M1' xAp .A ,s8 ,p' •1 :�. ,M11 's .sh 'M1'v «^! BASE,SEE DETAIL C202-03. •M1 .,t9 'A .p'A 1 •p •sq +° .p+ v .M1«^ ,q .^ 1 p .p9 •1 .� .+P .+ 4. b 's° 9 p p � .pP, 'sal }y "M1 ,°1• ° A ,M1e G.ALL EXTERIOR LIGHTING FURORES,EITHER MOUNTED ON THE BUILDING OR FREESTANDING.SHALL ' 9� ,q b k ,r x P "bq ,1VyI (N+ •^9 ,^ b 1 "M11 ,^1 I! BE INSTALLED WITH CUT-OFF SHIELDING THAT REFLECTS LIGHT AWAY FROM ADJACENT PROPERTY ,,;�, "sb "pq s "' xy. x b s .A+p ` p ,�+ •q'kr'° M1 .°o P '°' .�AP 9! LINES.THE LIGHT SOURCE SHOULD NOT BEVISIBLEAT PROPERTY LINES. A s •p 1 a bA •1 •bq °` A "A 4 vat sq xs9 p •M1 "ab 9«b rsb 9' ,M1q 1 H.FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, TO AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY,PER SATISFACTION OF OWNER'S •e. `M11 ^,P'3�., 1 1 "°, .P 'Aq .°! .b M1' .M1? •5, REPRESENTATIVE. 9 •9 "P" 1` `+s "^q .+1 "�Y •M1 « •P `^b 20 9 Aq .P rg • b+ `p, •s • s 91 p ,3b `A ,M1 ,M11 "al. .1 M1 1 .9 ° "°1 `Oq .P "M1b `s1, ,bb 9 .s `°- + •sq ° q ,Ap «p s .1 ,^p +M1 PHOTOMETRIC CALCULATIONS ' "ba .1• "bq `M1 b 'b1 .1 1u ub b •°. .° . •1 .9" b a- ` ,1 M1 s. M1• 9 ,+ `PA °1 .p. +b M1 ILLUMINANCE IS IN HORIZONTAL FOO7CANDLES.TARGET PLANE ATZ=O FEET . p 3 r'Vb •Ays^,.,,tip 1 „4�"w�..1. 0 b .1 ! b ,M1. " "b 9 •aq . _ lON(rJ ,bq "A P ,b 4q `9 b ° 'A ^,M1p "+ 9 ,Ah .+q .�-_.. .p PL1 h PI-2 fH ^e b °+ sq ,p ,s9 ,t,A «9` •.,r sq A' rbh 'q ,M1b "q MANUFACTURER: LITHONIA LIGHTING MANUFACTURER: LRHONIA LIGHTING .Y • bq 1 Mt- 9 •sq ,4" •M11 ,°+ `ti •1 M1 IES FILE: LTLI1255 IES FILE: LTL11255 A a° ._.J'a +s ti •sP t .M19 ,M19 "� ..yb n' CATALOG NO.: KFV 250S SR3FL HS CATALOG NO.: KFV 250S SR3FL HS -20 INITIAL LUMENS: 28,000 INITIAL LUMENS: 29,000 LIGHT LOSS FACTOR: 1.0 LIGHT LOSS FACTOR: 1.0 " q •+e +9 b - ++3 ,^9 'M1r FIXTURE WATTS: 310 FIXTURE WATTS: 310 FIXTURE TYPE: DROP LENSE FIXTURE TYPE: DROP LENSE '01 Rite Aid PITarrnacY 9 M1q TOTAL LUMINARIES: 5 TOTAL LUMINARIES: 14 M1 M1 1'vA - 17272 Gfl0S5 SO.Ff. .1 5 ^ xM19 40 9 9+ q s•,,� I BTNLIL STkIF q ,M19 v P' _--°61 "tb,M1«M11 `^q 10)'-0"X 1fi2'3'EXTERIOR `� •� 6,105 S.F. a rAP r SITE AREA 108.064 SQ.FT, 'M1q r^9 SUMMARY NEHICLE USE AREA51 SUMMARY(PEDESTRIAN AREASI •91' 28HEGU 7XI8'PAR G VAOLS `sq ,Aq '� •3 +b a 1(_ IEANOI PEED PARKI SACE 1 xs9 + • r AVERAGE', 2.8 FC AVERAGE: 2.8 FC 52501- PARKING SEA CS F.fX11RF """ xsp i 68 REGULAR 8X19 PARKING SPACES •^q MAXIMUM'. 7.1 FC MAXIMUM: 6.9 FC •M1q +sq ,Ap A +AP 3 HANDICAPPED PARKING SPACES -60 MINIMUM: 02 FC MINIMUM: 0.4 FC 1 +9`- `M1q q" q 'M1 1],2711250)=69 PARKING SPACES REQUIRED 'M1 +p" AVG/MIN: 36:1 AVG/MIN: 17.3:1 MAX/MIN: 13.9:1 MAX/MIN', T :1 ° �- _. M1° .+r ,� ,M1q •., CONTOUR TEMPLATE LE:1' 20 5 1M1 ° r+b 1 P ,M1p -80 -60 -40 -20 0 20 40 60 80 FIXTURE REFERENCE: PL1 •+q •A1 „tp «8 +p A`M14 MOUNIINGARM: 1.0 MTG.HEIGHT: 30 ____._ •,a1, +!_ 1' ^q P' I ARRANGEMENT: TWIN s �.... FD(TURE WATTS: 310 CONTOUR LINES: FOOT-CANDLES "^ w F'.P O 80 .,9 •,t9 «P � «q. v°—i .—..+5__, v1° .M1rk v° 'sP M1' ;Y t! M1q q �v —1` �'r ,p s"^q ^q b +�" ■ i! !1� ��i■ 60 — `0t 4 «+! `M1 `^ "M1, 'M1q � '�0—✓„YA 14 + '° �� «y��,� '•'1 — •Pq «..-. ^b ^ `p1 .M19 'M1r v III i �� 11�,�� ■� ---- •O '00 `+ '+9 •^ '`�+q`+.1•,� .,.9 {^b`^ 1 `^.q• «p9 � l�i� i i N A `.', + , 40 Fin MMangum Ma.'40 �� 20 aMaaElk 0 I -zo CALL BEFORE YOU DIG 1 CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO(2)WORKING DAYS NOR MORE THAN FOURTEEN(14)CALENDAR DAYS PRIOR TO -60 EXCAVATION Dig Alert www.tllgalert.org doy -s00-227-2600 80 -80 -00 -40 -20 0 20 40 60 80 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. 9 s/oN Intine,CA 2852 Kelvin Avenue A Yp�Oq�� 9497 37676T4 CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE P FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE N _ 'Krs 94175336713F PC1 PLANNING COMMENTS 1 4.30.2007 0 5 APN:379-241-057 C1 06 1 aR rs wdpartne .com APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 , (� SCALE: „ ) BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE rF�CAU 1 =30 CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 5/30/07 TUBE STEEL BEAM.SEE PLAN o ROUNDED CONCRETE TOP CMU WALL WITH 2 m z PAINTED YELLOW ATLAS FACE13RICK TO m MATCH BUILDING g a O 8 8'DIA.SCHEDULE40STEEL METAL ROOF DECK q-0' o F z T z 16 G.A.CLOSURE PL POST FILLED WITH CONCRETE AND PAINTED TRAFFIC YELLOW 0 PER SPECIFICATIONS(4' - DIAMETER AT DRIVE THRU) o INE POST o B o § GRADE 3-4' 31-4" 3'-4' '-10' 3'-4' T-10' T-10' 3'-4' o 3'-10' OLLARD(TYP) T _ EE DETAIL 201-05. C201-02 4"0'CHAIN LINK b SEE DETAIL C201 09. STEEL TUBE ROOF CONNECTION FENCE SEE STEEL TUBE DETAIL. DETAIL C2011-08, CAP PL 3r8'X 31/2"X O-V 6'DIA STEEL LINE POST I PIPE SLEEVE',, GATE POST SAW JOINT TUBE STEEL COLUMN, BOLLARD. CO SEE PLAN Lj SEE DETAIL 6'D DLLARD. I'V C201-05, DETAIL C201-0 5. CONCRETE CONCRETE FOOTING COMPRESSIVE STREGTH(26 DAYS)-3000 PSI TUBE STEEL TO COMPACTED SUBGRADE TUBE STEEL CONNECTION ROOF CONNECTION C201 �03 TUBE STEEL TO ROOF CONNECTION_ BOLLARD C201 -01 SCALE: 3"=1'-0" C201 -02 SCALE: 3"=1'.0° 3 SCALE: 3"=1'-0" �sowCurJ01NT$ IDE3" C201 _0� SCALE: NTS 7? 10'-" DECK R 8'REINF CONIC SLAB.S DETAIL 201-07. 1 1/2"41R- DECK- 18 GA.PREE FINISH FINISHED • SOLID MASONARY CAP TO Sr MATCH PARAPET CAP ON TUBE STEEL—., BUILDING C 26 DAY 4000 PSI CLASS'A'CONCRETE FACE OF CONIC.BLOCK WALL POUR FLUSH W/PROP. 'a PAVEMENT GRADE T.O.WALL PANEL BASE PLATE I SEE PLAN FOR SIZE C201 r.o A TRASH ENCLOSURE 3/8'X 31/2"X 0'-9' 4'WIDE PAVEMENT f•F /2-5/8"--X12 -- 'A.B. 3/4' ANCHOR BOLT 1/2'EXPANSION JOINT WITH SEALANT SEALER. SCALE' NITS yp • 8k8k W1.2KW1.2 WWF STEEL BITMUNOUS CONCRETE +3 LAYER STUCCO BASE PLATE MAT REINFORCING PAVEMENT OR OVER METAL LATH CONCRETE PER SITE SEE DETAIL 0� AND BUILDING aC 1 1/2'DFTY PAK 3/8'X 31/2'X 0-9' PLAN PAPER 30#FELT §' W/2-5/8"-X 12 A.B. - OVER CMU BLOCK SEE'A' ,' m /� -' Y 8•X8'X 18'NATURAL GRAY PRECISION -�c BLOCK WITH#SAT 0 4o b o�o o i 16'O.C.VERTICALAND#5 AT 24'O.C.HORIZONTAL a a '�" = o'aog e I SOLID MASONRY CAP TO MATCH I I VENEER WITH FULLY • �. PARAPET CAP ON BUILDING FACED WITH EL a I I DORADO STONE- 4 d d a a 3/4'CRUSHED PREPARED SUBGRADE. I ' MANZANITA CUFF #5 DOWELS @ 18"O.C. d d d STONE COMPACT TO 95%. i STONE. THICK CONCRETE SLAB ON a d ROUNDED CONCRETE TOP 1 1/2"HR-36'METAL DECK-16 GA. GRADE WITH 6'X 6',#10 a p SECTION VIEW <, ,.J PREFINISHED.PAINTTOMATCH Y X#10W.W.M. d d a -,:;i•'i'MI� SSUANC:E PAINTED BROWN ADJACENT BUILDING COLOR. � d a .iCO,, F'AZEKAS&f:S0CIAT[ ,INC. 1/8"PER FT.SLOPE •• __ Ur F.� .—_._........_. / 0-P FINISH GRADE 2%SLOPE MAX. I ..n rec d for tho _ —11 codes and ord' ante, r Lt I wnzaliun Is 1 III III III—III L anted to i su• Lmldmg rermd pending -L=III—I11 l 4. Iprova ry all appllcablo C gentiles Iiirll Ir {•T•I•T•�}•••j -•' •1••w, I—I 'he Is.^•uanco or grantinG of a pc and based 08NCLOSUREWALL L L a ... GATE JAMB prdvnl^""ese pions 5 all"°'L. °°na,rDatldfeDETAILD261-,0. L�II — tiff If� ll C201 -06C201 07 DUMPSTER PAD par nl1 or approve an v abon the appo g ro ----------------- ENCLOSURE — — SCALE: 1-1/2"= v` // rods or ut dinance. No rn111 r sunetl to give PROVIDE COMMERCIAL GRADE SEE OETAILI— a IIi — STEEL REINFORCING AND SCALE NTS uth0rlty to v;01❑N.or cone the pr rsiuns of such �" CONCRETE FOOTING PER all Le valid. BARN STOP AND LOCKING C201-08. �-I \ HARDWARE PER GATE •- In41-U77T Ir STRUCTURAL DRAWINGS 15/8'DIAMETER TOP RAIL HSS 4x4X1/4 TYP.,SHOP--, \ MANUFACTURER'S STANDARDS 1 a ° ICI i_ PRIMED AND FIELD PAINTED 13 BROW" C201 PIPE CLAMPS SCREWED TO _1 0 ENCLOSURE WALL SECTION SEE GATE HINGE \ GATE WITH WASHER SPACERS SCALE: 3/4"=1'-O" IN LINK FENCE DETAIL C201.11. TO FACILITATE SLIDING PER 9 GAUGE CHA WITH BROWN VINYL SLATS FOR V DIAMETER LINE POST \ GATE MANUFACTURER'S 1 3/4" 1'14" L. 1/2 SCREENING ATTRASH ENCLOSURE (GALVANIZED)AT 10-0' \ STANDARDS ONLY MAXIMUM SPACING 3/8'T.STEEL PLATE COPE&WELD �u AROUND POLE;RADIUS FRONT 0 TOP OF SLAB x^ BRACE WIRE EXISTING GROUN 8"DIA.,NP. •••, PIPE SLEEVE SET IN CONCRETE TO RECEIVE BARN GATE STOP 4' 31/Y 5/8"0 STEEL PINTO PLATE; - LONG,EXTEND 1/4' • ABOVE CONCRETE N E,M/, WELD CAP NUT TO PIN -' ENCASE PIPE WITH CONCRETE 3(8"T.STEEL PLATE T DIAMETER LINE POST AT 10'-0'OR AS NOTED ON PLANS AFTER PIPE IS SET.FC(28 DAYS) WELD TO PLATE 8 POST •' =3000 PSI LINE POST SET IN CONCRETE FOOTING 1/4'T.X 21/2 STEEL.PLATE ANGLE < 3000 PSI 28 DAY COMPRESSIVE STRENGTH OR BENT WITH HOLE FOR STEEL PIN (FOOTING BEYOND) 1'-B' PLACE PIPE FOOTING INTEGRAL q12' 12 WITH WALL FOOTING DIA STEEL POST FRONT VIEW SIDE VIEW C201 _09 TRASH ENCLOSURE GATE-PARTIAL SECTION GATE FRAMING SCALE: NTS 2-W8"O STEEL THRU-BOLTS WITH NUTS&WASHERS C201 -Op CHAIN LINK FENCE (WITHIN TRASH ENCLOSURE) C201 11 GATE HINGE SCALE: NTS SCALE: NTS MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE PREPARED BY: WD PARTNERS, INC. 2852 Kelvin Avenue APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE °`� a YFDO�9YF Int no,949.75CA92614 CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL LAWS AND HAVE BEEN FOUND ACCEPTABLE �Z /�. 949.753.7678E 3.19.2007 PC1 PLANNING COMMENTS 1 4.30.2007 a artne s Wdpartners.— APN:379-241-057 C201 Bt BUILDING COMMENTS 1 SCALE: APN: 379-241-058 �+ 4.30.2007 T ONt1. BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 ,FOFCALt 16475 LAKESHORE DRIVE RETAIL KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE CM-95-24 LAKE ELSINORE, CA 92530 ) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER R.C.E. NO. 65838, EXP. 12/13 07 ELEVATION 1317.32' PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE / 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 POLE MOUNTEDLUMINAIRE 2'" MANHOLE FOR PAVED AREAS AND MOUNTING BRACKET.SEE i/4"CONC TOP #3 REBAR EACH WAY �e IN11-01 STALL FLUSH WITH GRADE IN m a Y.•TYP ELECTRICAL PLANS FOR z PLASTERED WALL DITCH LANDSCAPE AREA ONLY AROUND FIXTURE SCHEDULE. o GRATE.ALLEDGES p GRATE I,, STANDARD DUTY PAVING 2'X 2 CONCRETE COLLAR TO BE ROUNDED o POLE MODEL UTHONIA rn SSS 25 SC. 1.• `: A=5"ASPHALT CONCRETE - -' (4'THICKNESS MINIMUM) d 4 +8 4 d• \ TOY'RADII. a,e ae P 2-3 �,' e B=TACK COAT 0.05 GALIS.Y.) a,. ¢ s,.,a P >;,..a a .. REINFORCING CONCRETE PIER WTfH(4)#7 - C=6'OF AGGREGATE BASE ASPHALT OR CONCRETE b 4VARIE REBAR UPRIGHT,AND#3 TIES -- D=12'OFCOMPACTED SUBGRADE C d>• gASE PER SOIL REPORT 3 4•d PAVING SEE GRADING PLAN WHrrE STRIPE AT TIES SPIER TO SPACED AS TRUCTE I , CLEANOUTPLUG,3-a CONSTRUCTION Z PIER TO BE CONSTRUCTED IN \/\, /// / / / BELOW PAVING OR 1' Z U BASIN (ZING JOINT ---- v � •�/ ABOVE FINAL \\ < - ONE CONTINUOUS POUR. ` OPTIONAL PRECAST Nbu CHAMFER TOP EDGE 2"AT 45° D /SUBGRADE PER SOIL REPOR�T LANDSCAPE GRADE e.p _ ____ _____ JOINT __ _ O HAND HOLE WITH WEATHER STEP(TYP) Y1 PROOF COVER AND HARDWARE \//Y / // /\\ LONGSWEEPWYE w PER MANUF.SPECIFICATIONS. 16' / a TRENCH B02.11. PER FLOW FLOW _____ _____ _ GROUND LUG(BY DETAIL C202.11. MANUFACTURER)FOR m ELECTRIC GROUND. m GROUND LUG(BY - GlE CLEANOLIT- 5 MANUFACTURER)FOR INDICATED'C.O.'ON PLANS NOT FOOTING-COPPERWELD CONNECTION. NOTES DOUBLE CLEANOUT-INDICATED'D.C.O.'ON PLANS > g� ,� A.SUBGRADECOMPACTION:CBR=12 L ANCHOR BOLTS-1'DIAx 36' A.CLEANOUT LOCATIONS INDICATED C GRADING AND UTILITY PLANS AS'CO"FOR SINGLE B.BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED LONG WITH 4"LEG. P OVID CLEAN UTS FOR DOUBLE CLEAN OUT. T095%OF THE MODIFIED PROCTOR(ASTM 0.1557)MAXIMUM DRY DENSITY B.PROVIDE CLEANOUTS AS SPECIFIED: Z S=1/20MIN, C.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM STEEL BASE PLATE.INSTALLED 1.ZURN Z-1400 CLEANOUTS IN NON-TRAFFIC AREAS AND SIDEWALKS DOUBLE FLOW LINE ON 1'THICK NON-SHRINK 107 L1 MAX. REQUIREMENTS OF THE CURRENT CALTRANS'CONSTRUCTION AND MATERIAL 2.ZURN-1449 CLEANOUTS IN LANDSCAPED AREAS m _ `Q m I B SPECIFICATIONS" N f r fIIII°• GROUT BED. -- 3.DPW 1 400 HD OVER CUTS IN TRAFFIC AREAS WITH A"SERVICE STATION'TYPE MANHOLE, STRIPING PERMISSIBLE I^ ORN#104 A72-DOVER CORPJORN DN, DETAIL CONSTRUCTION II ADJACENT FINISH GRADE _J_ C202-01 JOINT / / I / / / #8COPPERGROUNDWIRE. __ __ - Z� DITCH BANK C202-05 ASPHALT PAVING SECTION C202-06 SEWER PIPE CLEANOUT SCALE: 1"=1'- " SECTION A SECTION B /� // II RUN WIRE THROUGH CONDUIT mS J SCALE: NONE V SCALE: 3/4"=1'-O" 30"MIN. 12'X18'X.080 GA.RETRO -I I GROUND ROD. - 45'MAX. /\//\\/ /\/\\ 'INCLUDE ON ALL REFLECTORIZED ALUMINUM SIGN WITH 2-3 z' b I, REINF.CONC. DECORATNE WALL 8'CMU BLOCK "PARKING BY PERMIT ONLY•TEXT CONDUIT FOR CIRCUIT WIRING. CLASS'A" - / CIRCUIT AS SHOWN ON UTILfIY m CONCRETE CAP.PAINT TO FULLY GROIfT ACCESSIBLE SIGN POLES INTERNATIONAL SYMBOL OF 19 GRATE ALL I \ LAN. pER SECT.725 A SIGN INDICATING / (7 MATCH TRASH ENCLOSURE L MINIMUM FINE FOR ACCESSIBILITY.BORDER AND LETTERING EDGES TO BE - Wes' ' IN WHITE ON BLUE BACKGROUND ROUNDED TOYa' / �'x1O'-0'COPPERWFID SrUC00 FINISH ILLEGAL PARKING. -I--?-_-------- '-' GROUND ROD. U� E STANDARD•FINE'SIGN WHEN ` _ - RADII. / / T P TO MATCH BLD6. REINFORCING \ -•• .. /\\// i REQUIRED BY LOCAL CODE' 7�7n1771� - _ HEADWALL DETAIL #4@32.D.C.(V) �L C202 O A #4@32'O.C.(H) : LE"SIGN AT A SPSTANDARD DE ADJACENT TO8S0'ILBOADINGSPACE p SECTIONA CONCRETE TO HAVE28-DAY 4 SCALE: 3/4"=1'-0" k COMPRESSIVE STRENGTH OF y b 2'SQUARE GALVANIZED SIGN POST PRE-DRIZED m 4,000 P51 WITH 6%AIR CONTENT. Fo :;•�. HOLES O --' SECTION _ LAP SPLICE MINIMUM OF 6'AND PROVIDEze (2)WDIA.GALVANIZEDTHRU BOLTS Wit p WASHERS AND LOCK NUTS AT 4'O.C. LANDSCAPE OR PAVEMENT, \\ rn rnIII REGULATORY \ ' \ •.-j��j\��V \ �/ SEE SITE IMPROVEMENT PLAN SIGNS.SEE / \/ �.�/ �/ / PLAN VERTICALLY REINFORCING CING TIES AT I2'O.C. DETAIL \ .•,:;a-;<?( ' ` \ e'DIAMETER BE FLUSH WITH FOOTING \� VERTICALLY i;F.:i:I.Y % / / CONDUIT FOR UGHT CIRCURING. C203-01. TOP SHALL AND WITH / / :t :,�:,.:;.. ;;,�,� � FINISHED GRADE AND BOTTOM ,. BELOW LOCAL FROST DEPTH (4)#7 REBAR UPRIGHT MAINTAIN 3•CLEAR j BASIN SIZING FROM TOP AND BOTTOM AND EDGES. O \ \ \ \ \� INSIDE TOP SLAB k NOTES DIMENSION PIPE SIZE REINFORCING CONDUIT FOR GROUND WIRE.MAINTAIN 2-SQUARE GALVANIZED SIGN m A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. AT WO.C. PLAN MINIMUM 3•CLEAR FROM SIDE OF POST WITH PRE-DRILLED HOLES O B. (1)SIGN AT EACH ACCESSIBLE SPACE.SEE SITE IMPROVEMENT PLAN FOR LOCATION W-0,x V-O' P 42" 2#4 BEARS NOTES CONCRETE PIER. ~ W SCREENING WALL ACCESSIBLE PARKING SIGN TO LAP SPLICE MINIMUM OF 6•AND PROVIDE i /1 A O A-O A /1 O/1-O A (2ASHEA.GALVANANDLO LOCK TSATWO.C.HRU BOLTS H m (C2 L j8 SCALE: NTS L L VM SCALE: IT=V-0" A.FLOODLIGHTS,POLE SIGNS,BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE SWITCHED WASHERS AND LOCK NUTS AT 4'O.C. CONCRETETABLE - ONUOFFTHROUGH A LIGHTING CONTROLLER(WITH PHOTOCELL)AND TIME CLOCKS.SEE LANDSCAPE OR PAVEMENT, CEMENT WATER ELECTRICAL SHEETS FOR DETAILS. \ TYPE OF DRY AGGREGATES(LB(C.Y.) B.GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUTWITFi SEE SITE IMPROVEMENT PLAN T / CONTENT CEMENT RATIO •v AGGREGATE I (LB/Cy.) (MAX) POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. GARSE TOTALC.GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND 8"DIAMETER CONCRETE FOOTING i'-10' 3'-0• TOP SHALL BE FLUSH WITH WHITE TRAFFIC PAINT PER RAVEL 1 2 INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION.0.SEE LIGHT POLE CALCUTAnONS. FINISHED GRADE AND BOTTOM SPECIFICATIONS LAG 1 1 2710 6 BELOW LOCAL FROST DEPTH A.C. 3/8"LIP 3/8'LI A.C. DIVISION OF RESPONSIBILITIES A.B. r A.B. NOTES ITEM FURNISHED INSTALLED A. TECI IC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. A.GRATE:NEENAH NO.R-4859-C OR EAST JORDAN NO.5110 TYPE M3 OR APPROVED EQUAL. . (1)SIGN AT EACH ENTRANCE.SEE SITE IMPROVEMENT PLAN FOR LOCATION. 8y9 b < B.WALLS:CAST-IN-PLACE WALLS SHALL HAVE A NOMINAL THICKNESS OF W.PRECAST WALLS POLE-MOUNTED LUMINAIRE AND ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR B °••° ° •.°°°°° LIGHTING BRACKET _ 7 SIGN POST SHALL HAVE MINIMUM THICKNESS OF 6•ANO BE REINFORCED SUFFICIENTLY TO PERMIT °2-#4 CONTINUOUS SHIPPING AND HANDLING WITHOUT DAMAGE.PRECAST TOPS SHALL BE B•THICK. LIGHT POLE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR C2O2 O■ 6'BASE COURSE °• C.STEPS:STEPS SHALL BE PROVIDED WHERE THE DEPTH OF THE STRUCTURE EXCEEDS 61. SCALE: NTS D.CONCRETE:CAST-IN-PLACE CONCRETE TO MEET THE COMPOSITION SPECIFIED IN THE CONCRETE PIER GENERAL CONTRACTOR GENERAL CONTRACTOR ORIGINAL EDGE OF CONCRETE TABLE.ALL PRECAST CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C478. ASPHALT SEALER EXISTING PAVING E.INLETS OVER 12'IN DEPTH SHALL BE PRECAST OR CAST-IN-PLACE CONCRETE;REINFORCED WITH#4 BARS ON IT CENTERS BOTH VERTICALLY AND HORIZONTALLY WITH T CLEARANCE ANCHOR BOLTS AND BOLT PATTERN ELECTRICAL CONTRACTOR GENERAL CONTRACTOR EXISTING BITUMINOUS (SHOWN DASHED) FROM INSIDE WALL FACE. PAVING— t 4 F. PRECAST BASE:IF A PRECAST BASE IS USED,IT SHALL BE SET DEEP ENOUGH SO THAT THE STEEL BASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR SAW-CUT EXISTING TOP CAN BE PLACED ON THE BASE TO PROVIDE THE GRATE ELEVATION SPECIFIED IN THE PAVING.APPLY ASPHALT NOTES PLANS.PRECAST GRADE RINGS MAYBE USED TO ADJUST THE TOP ELEVATION.'•OR••A CONDUIT FOR LIGHT CIRCUITING ELECTRICAL CONTRACTOR GENERAL CONTRACTOR CEMENT(AC-20)TO MINIMUM OF TWO COURSES OF BRICK SHALL BE USED TO ADJUST THE TOP ELEVATION. EXPOSED SURFACES A.CONCRETE SHALL BE OF CLASS 52OC-2500. G.LOCATION AND ELEVATION:WHEN GIVEN ON THE PLANS,THE LOCATION AND THE ELEVATION 'd 4''d 4''d 4''d 4•d 4^d 4''d 4^ PROPOSED ASPHALT B.ALL GUTTER FLOWUNES SHALL BE WATER TESTED. GROUND ROD ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR PRIOR TO PLACEMENT ••a ••Pe••R;••F .ae •ae••P •>a AREA?THE TOP CENTER OF THE GRATE. ;, „ ; PAVEMENT SECTION 2'-0' 2'-6" OF NEW PAVING. ,� C.WEAKENED-PLANS JOINTS SHALL BE CONSTRUCTED AT I2'INTERVALS H.MINIMUM DEPTH:THE MINIMUM DEPTH SHALL BE THE OUTSIDE DIAMETER(O.D.)OF THE 4•d 4^o-d 4•.p 4•d 4'd 4 4'• SEE DETAIL C202-05. 'I EXCEPT THROUGH DRIVEWAY AND ALLEY APRONS, OUTLET PIPE PLUS 7'. GROUND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR GENERAL CONTRACTOR I. OPENINGS:PIPE OPENINGS SHALL BE THE O.D.OF THE PIPE BEING SUPPLIED PLUS 2•WHEN EXISTING \ \ AGGREGATE BASE PREFABRICATED OR FIELD CUT.THE INTERSTITIAL SPACE SHALL BE FILLED WITH GROUT. GROUND ROD WIRE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR AGGREGATE BASE- COURSE COMPACTED SUBGRADE MATCH EXISTING OR STRUCTURAL FILL \'� CONDITIONS SQUARE CATCH BASIN ■/1_ LIGHT PO A BASE 1'-0 PAINTED TRAFFIC ARROW ■/1 CONCRETE V UTTER C202-02 SCALE 3/8"=1'-0" C202-03 SCALE: 1/2"=V-0" REMoNG Cj202-12 SCALE: 1'=1" C202-13 SCALE: NTS EXISTING BITUMINOUS PAVING - c•iMff ISSUANGE 2-V -SCGi 1 FAZEKAS&ASSOCIATES,INC. REMOVE EXISTING TOP COURSE love been reviewed for adherence to the NOTES .ode.and ordinance. Authorization is ..I lI d to issue a building permit pending A.BASE COURSE TO CONFORM TO STATE D.O.T.STANDARDS FOR BASE COURSE COMPACTED ;:pruv,. p all applicable City agencies. TO 100%OF THEMODIRED PROCTOR(ASTM D-1557)MAXIMUM DRY DENSITY B.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM issuance or granting Of a permit based on REQUIREMENTS OF THE CURRENT STATE D.O.T.ROADWAY DESIGN CRITERIA • prov,+I o!those plans shall not be construed to Ponnit or,.ileprove any violation of the applicable ASPHALT TRANSITION codes or ordinance. No permit presud to give C202_1 0 SCALE: 1 authOrity In VIclata or cannel the prov me isions of such "=T-G' ocoos shall be w kl. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. 2852 Kelvin Avenue 3,d APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Q" Fooq�2 94s.7517i676TIrvine,CA 4 CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE o / 949.753.7678F FIRST SUBMITTAL 3.19.2007 n O� APN:379-241-057 PCl PLANNING COMMENTS 1 4.30.2007 � 2 �7 nR wd Mers.com APN: 379-241-058 L SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) B1 BUILDING COMMENTS 1 4.30.2007 ��q>eoFcn�,FOPas 16475 LAKESHORE DRIVE(RETAIL) FILE No. I CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE CM-95-24 LAKE ESHORE RI 92RET GRADING PERMIT 2 5.8.2007 CITY ENGINEER R.C.E. N0. 65838, EXP. 12/13/07 ELEVATION 1317.32' CITY OF LAKE ELSINORE 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 NOTES O O O 6 a APPROX.LOCATION OF A.ACCESSIBLE SPACE/LOADING AREA:MAXIMUM 2.0%SLOPE(1:50)IN ANY DIRECTION. REBAR WHERE -� B.ASPHALT TO CONCRETE BLENDED TRANSITION TO BE COMPLETELY FLUSH,NO UP. REQUIRED.SEE NOTES. \ ;y C.PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC,SEE SITE PLAN FOR CONFIGURATION. MONOLITHIC CONCRETE D.PASSENGER LOADING AREAS SHALL BE PAINT STRIPED AT 45'ANGLE,EACH WWIDE � SIDEWALK AND CONCRETE B = — •\\j CONC. , STRIPE AT 24.ON CENTER. CURB.SEE DETAIL C203-07. 0'� p"� ,e•••, •• �/ r E.6'-8'TO BOTTOM OF ALL SIGNS PER DETAIL C202-09.CENTER SIGN ON SPACE,NO CSIDEWALK go a _ `• \/iv • p FARTHER THAN&FROM HEAD OF SPACE. `r' 8.5' �e••,, e•• \\//� D BASE PER SOILS REPORT CONTROLJOINT ASPHALT PAVEMENT AND (CJ)(TYPICAL) MONOLITHIC CONCRETE WALK FLUSH,NO CONCRETE SIDEWALK UP.IF NO ADJACENT CURB BROOM FINISH CONCRETE (j1 AND CONCRETE CURB. ISLAND,FLARE ASPHALT 0.9P SEE DETAIL C203-07. SIMILAR TO OTHER SIDE. P O O \y SUBGRADE S'O Ik SIGNS.SEE BUILDING R8� 1i.w,Nln DETALG203-15. pgMp CONCRETE CURB RAMP coNc� E SQUARE PATTERN PLAN DOME SECTION NOTES \ T --..... •R.Pzsz m,umu.a..n 6'CURB DOWN STOP.SEE DETAIL DOWN rSIDEWALK BINISH NOTES B. PARALLEL TO DIRECTION OF TRAVEL A SUBGRADE COMPACTION:CBR=12 __ —� C203.10. 4— y CO CRETE B.BASE COURSE TO CONFORM TO CALTWWS STANDARDS FOR BASE COURSE COMPACTED TO --- - _ A.MATERIAL USED SHALL BE OF VISUAL CONTRAST LIGFIT ON DARK/DARK ON UG TO THE 100%OF THE MODIFIED PROCTOR e � ( HT) (ASTM D-1557)MAXIMUM DRY DENSITY ® s Iazs ss� '�' m us Iu a R14 ADJOINING SURFACE AND SHALL BEAN INTEGRAL PART OF THE WALKING SURFACE. C.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM B' DEPRESSED CUR 6"TAPER TROWEL B.WARNING SURFACE TO BE FIRM AND SUP RESISTANT,MAY INCLUDE,BUT NOT UMITED TO THE REQUIREMENTS OF THE CURRENT CALTRANS'CONSTRUCTION AND MATERIAL SPECIFICATIONS" • :F "E__T_F rcux JOINT FOLLOWING SURFACES:NATURAL STONE OR STONE COMPOSITE,CERAMIC TILE,DURABLE D.PROVIDE#6 x 1W LONG,SMOOTH DOWELS AT ALL EXPANSION JOINTS r- SYMBOL F RAMP UP ACCESSIBILITY 6 �. PRECAST CONCRETE SCALES,RIGID OR FLEXIBLE COMPOSITES. E.Y'EIASTOMERIC EXPANSION JOINTS AT 301MAXIMUM INTERVALS AND ATALL RADII AND AT PAIN DIN SPACE PER MONOLITHIC C.FASTEN ALL SURFACE MOUNTED APPLICATIONS IN STRICT ACCORDANCE WITH MANUFACTURER DRAINAGE STRUCTURES. • •re DETAIL C203-11. CONIC CURB AND SPECIFICATIONS. F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI SIDE WALK- D.REFER TO ADA ACCESSIBILITY GUIDEUNES SECTION 4.29 FOR SPECIFICATIONS AND G.LIGHT BROOM FINISH ON ALL SURFACES,ALL RADII TO BE TRUE ARCS. E 6 .(J. INSTALLATION DETAILS.VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY WITH ALL H.PROVIDE(2)#4 BARS,10'-0"LONG,CENTERED OVERALL TRENCH CROSSINGS APPUCA13LE ADAAG SPECIFICATIONS. I. PROVIDE(2)#6x2'-8'LONG BARS TO CONNECT EXISTING AND NEW CURBS NE)EEFFTURN46N —N. � 6EC C203-03 SCALE: 6"-1'-0" 'IF TRUNCATED DOMES C203-0 SCALE: T"=1'-0" w CURB AND PAVING SECTION STANDARDS PER MUTCD. STANDARDS PER MUTCD. YE'ELASTOMERIC 6X6-W2.9XW2.9 W.W.F. Yz'ELASTOMERIC EXPANSION JOINT AT ALLOW X CLEAR SPACE EXPANSION JOINT C203 02 FRONT ENTRANCE 1 EASED 30 ON CENTER FROM ALL EDGES GRADE AT 17'MIN. � PULVERIZED TOPSOIL(TYPICAL SEE SITE PLAN FOR WALK WIDTH EDGE MATERAL SCALE: NTS LANDSCAPE AREA)SLOPE TO Z 1/4'TOOLED CONTROL JOINT VARIES PER �BE TRANSITIONS TO BELOW THE TOP OF SIDEWALK SHEET C101. Z� , UNAUTHORIZED vEHIOCLES PARKED W ESIcruTED CROSS SLOPE I%MIN.,2%MAX. ADJACENT N LETTERING ON SIGN AOCESSISLE 6PACE8 BROOM FINISH PAVEMENT MUST BE A MINIMUM OF NOT DISPLAYING PREPARED SUBGRADE,COMPACT TO 90% 4'CONCRETE WALK WITH • 4 i'IN HEIGHT msnxculsxlxc MAX.DRY DENSITY(ASTM D7557)PROOF 6X6-W1.4 X W1.4 W.W.F. - a,.+• a• d ¢d C PLACANDS OR LICENSE z WHITE TRAFFIC PAINT b "�f•rti �5 / %q/ " fD 28' +° PLATES ISSUED FOR ROLL PRIOR PLACEMENT OF FILL _ SUBGRADE PER / /�//// ° - PERSONS WITH E PER SPECIFICATIONS SOIL REPORT \Y\�\ •.4 12'P e e e•• DISABUTIEs1MYSE - TOWED AWAY AT #3 BARS .d q•. .••d ga d° S ,� ../. AT24'O.C. .\V i owxERs ExPENSE. INSTALL VAPER&1RRIER SEE }P.,, 4'COMPACTED GRAVEL TOWED VEHICLES IMY ( T / • / E RECIAIxEO er STRUCTURAL DRAWINGS - (NO VAPOR BARRIER / \ TEIEPHONIZEB By) ) ) TYPICAL SECTION TYPICAL SECTION zss-ZZT1 IN LAWN ARFAS ADJACENT TO DRNES / Y \ \ BASE PER (4)#5 RE-BAR CONTINUOUS t,0; SOIL REPORT SEE BUILDING STRUCTURAL PLANS AROUND PERIMETER ALLOW 3' SITE ENTRANCE SIGN FLOOR SLAB AND/OR SPECIFICATIONS FOR SLAB CLEAR SPACE FROM ALL EDGES SUBGRADE a e e a THICKNESS,VAPOR BARRIER,CONCRETE a _ COMPRESSIVE STRENGTH AND NOTES REPORT L STANDARDS PER CALDAG. d REINFORCING REQUIREMENTS 1'-0" 2'-6' 1'-0' A.PROVIDE SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS 4'-8• NOTES B.FILL ALL JOINS WITH BITUMINOUS SEALANT NOTE o 24'OR AS ORDERED BY THE ENGINEER -0"TO BOTTOM OF WHITE TRAFFIC A.Y'SAWCUT OR Ys'TOOLED CONTROL JOINTS AT6-0'O.C. C.CONCRETE SHALL RAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI REMOVE UNSUITABLE MATERIAL TO PAINTED ARROW PAINT PER B.PLACE PRE-FORMEDY'EXPANSION JOINT 30'O.C.ALONG ENTIRE LENGTH D.LIGHT BROOM FINISH ON ALL SURFACES SIGN POST.SEE DETAIL C202-07. DEPTH ORDERED BY THE ENGINEER 8 0 U SPECIFICATION C.V PRE-FORMED EXPANSION JOINT SHALL BE INSTALLED AT ALL INTERSECTIONS OF E.PROVIDE Y`WIDE x 1Y."DEEP CONTROL JOINT AT 10-0'ON CENTER EACH DIRECTION D R I V BUILDING,E SHALL HAVEND MINIMY OT UM 28 DAY COMPRESSIVE F.IMPROVPROVIDE ENT PLAN AT FOR PAD ERS DIMENSIONS AN ERE CONCRETE MEETS ASPHALT.SEETHE SITE NATIVE SOIL D.CONCRETE SHALL RAVEAMINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IMPROVEMENT PLANFORPADDIMENSIONSAND ORIENTATION. A G.AT FACE OF CONCRETE BLOCK WALL,ADD 1/2'EXPANSION JOINT WITH SEALANT. C203-01 REGULATORY SIGNS C2O3-O5 BUILDING PAD PREPARATIOND a C2O3-O7 CONCRETE WALK C2O3-OH CONC TURN DOWN EDGE SCALE: 1/2"=1'-0 SCALE: NTS z SCALE: 1/2"=1'-0" C SCALE: 1"=T-0" PREPARED SUBGRADE,COMPACT TO 90%MAXIMUM DRY DENSITY(ASTM D155 n E° IN THRLJ\_ RNED RETUCURB SEE SITE PLAN FOR RAMP LENGTH 4'CONCRETE SLAB WITH 6X6- rn� ADJACENT W1.4XW1.4 W.W.F.BROOM FINISH CONCRETE WITH SCORES AT 6'ON 3!8'R PROOF ROLLED EXISTING SOIL(EXCEPT IN ROCK OR UNSUITABLE SOIL) ti MIN.STROKE PA MENT .: CENTER.PLACEY'EXPANSION JOINT BATTER 8:12 = WIDTH=3" a �. °• AT TOP OF RAMP a OVER EXCAVATE SOIL 24'BELOW FOOTING AND INSTALL - = h ,•¢e e g LOW TO NON-EXPENSIVE SOILS.FILL AREAS INSTALL 1' 4` a RX 1-fi' CONFORMING TO SOILS REPORT.COMPACT T095%MAXIMUM / 4 f 1 N 4'COMPACTED GRAVEL DRY DENSD PER ASTM D7557. / q,'T NOTE SEE SITE PLAN FOR (NO VAPOR BARRIER) .. \ 43W ADJACENT PAVING \/\\ — 2�-0. LOCATIONS GF'DRNE SECTION SUBGRADE PER SOILS REPORT SLOPE=8.3% SEE BUILDINGSTRUCTURAL PLANS OR - THOU RX'LEGENDS SEE DETAIL SPECIFICATIONS FOR FOOTING DETAILS, TRUNCATED DOMES APPLIED TO C202.05. CONCRETE COMPRESSNE STREGTH AND 9 PAINTED TRAFFIC ARROW 2'-0' FULL WIDTH PER DETAIL C203-03. °4 REINFORCING REQUIREMENTS. Hal, o e W C 2 0 3-0 6 SCALE: NTS RETURN CURB TO BE FLUSH WITH 8 d. 8 d• d. d d. /\/ 10. TOP OF WALK ,o Do Sway,WE PER SOILS-0 OOII REPO�LS w 4°•°.�c 4'��\//\ 4 c o-a WHITE PAINT 1.FOOTING f OPENING FOR STEEL PINS;JD IA.STEEL ( PINS SHALL BE 18'LONG.SEAL TOP WITH FIGURE AND FRAME MASONRY CAULK AFTER PIN 2-1/2°�ye��Ice DIMENSION PER PLAN c 24'MIN. INSTALLATION •I MIN WIDTH=36' A.SUBGRADE COMPACTION:CBR=12 IN FILL AREAS.PROOF ROLLED BLUE PAINT I B.BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TO EXISTING SOILS IN CUT AREAS. a BACKGROUND • DENSITY BETWEEN 95%-100%OF THE 50-BLOW MARSHALL DENSITY. 12'WIDE GROOVED BORDER WITH Ye C.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 2-4'. 14' 15' 14- 15' 14' DIAGRAM GROOVES APPROXIMATELY Y'O.C. REQUIREMENTS OF THE CURRENT CALTRANS`CONSTRUCTION AND MATERIAL 7,-0' NOTES SPECIFICATIONS' A.CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHALL HAVE NON-WALKING SURFACE D.PROVIDE#6 x 18'LONG,SMOOTH DOWELS AT ALL EXPANSION JOINTS BACKFILL AT 1:1 SLOPE EXTENDING DOWNWARD AND NOTES 6-a ON EITHER SIDE,ALTERNATE DESIGN INCLUDES FLARED SIDES NOTTO EXCEED 1:10 SLOPE. E,Y'ELASTOMERIC EXPANSION JOINTS AT 30 MAXIMUM INTERVALS AND ATALL RADII AND AT OUTWARD FROM BOTTOM EDGE OF FOUNDATION B.PER FEDERAL REGULATION 28 CFR PART 36.RAMP TO HAVE MAXIMUM RUNNING SLOPE OF DRAINAGE STRUCTURES. A.SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI FOOTINGS WITH LOW TO NON-EXPENSIVE SOILS IN 8`UFTS 1:12 AND MAXIMUM CROSS SLOPE OF 1:501N AS-BUILT CONDITION.SEE GRADING PLAN FOR COMPACTED TO 90%MAXIMUM DRY DENSITY PER ASTM D1557 B.BOTTOM OF SYMBOL FRAME TO BE LOCATED 8"FROM ACCESS DRIVE,INTO PARKING SPACE. DESIGN SLOPE AND SPOT ELEVATIONS. G.LIGHT BROOM FINISH ON ALL SURFACES,ALL RADII TO BE TRUE ARCS. C.SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. C.VERIFY SIZE AND STYLE(STRAIGHT,FLARED SIDES,OR BUILT UP)OF RAMP WITH SITE H.PROVIDE(2)#4 BARS,10'-0"LONG,CENTERED OVER ALL TRENCH CROSSINGS D.USE WHITE ON BLUE(COLOR#105090IN FEDERAL STANDARD 5952)(2)COATS. IMPROVEMENT PLAN. I. PROVIDE(2)#6x 2'-8'LONG BARS TO CONNECT EXISTING AND NEW CURBS FOUNDATION PREPARATION SYMBOL OF ACCESSIBILITY CONCRETE CURB STOP ACCESSIBLE CURB RAMP CURB$GUTTER AND PVMNT C203-09 SCALE: NTS C203-11 SCALE: 1/2"=T-0" 203-10 SCALE: 1"=1" C203-12 SCALE: 3/8"=V-0" C203-13 SCALE: NTS ro1S IC �:.JI'I Fg7.EKA5 8 ASSCbJ"IAI CIAI'E5,INC, "r_...__.__.. DATE _ +•o•.,Is hate been roviewed for adherence to the nlir. •=codes end ordinance. Authorization is anted to issue a builtling permit pending .pprova cy all applicable City agencies. .1, Wruance or granting of a permit based on prrval of these plans shall not be construed to Pero-JI or approve any violation of the applicable codes or ordinance. No permit presumed to give . authority to vi%o or cancel the Provisions of such codes shall be valid, 2852 Kelvin MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVEESE PLANS HAVE BEEN DLOPMENT AND/OR FOR ECITY AND WITH STATE PREPARED BY: wD PARTNERS, INC. e� sA yea�2 9vine,C753 767�6�Ue CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE m 941o`63.7678FPC1 PLANNING COMMENTS 1 4.30.2007fflnRiMersAPN:379-241-057C203 swdpartners.00m APN: 379-241-058 81 BUILDING COMMENTS 1 4.30.2007 SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) q CNII. 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE CFCAI-0 CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32• LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 5/30/07 DAIS: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 ...�,.,._.�..r�.,..,,.^.`""`�/'".'��'""`'✓""r,,''...,,�`""',c/"","v'"_""v"""�/_.�✓,""""�''"',�,."'`v`""""r/"Y"` '_'v""da/`'�r'"``�,",�r""'"`�✓""�,r'_"rs"".`er',.,..,ti,,...,."�,'.""``'y.'""`v'._",�/""'!s"�'`✓"`,�..'""'..+!'�.'�,"" "_",w'"�.'rs"'V'".�,/"'`v'w",�,"....,,v,,...,..,v,,,... \„/""�,"•'`v'""".✓...,� , OL T.O.TREWS PT-t SHERWIN WILLIAMS SW6380 HUMBLE GOLD STUCCO SMOOTH,SAND TROWEL FINISH STUCCO OVER WOOD WITH SMOOTH rI 2'-0' 18'-0' PLASTER FINISH P1-2 BHERWIN LU LLIAMS 811.6386 NAPE C NAPERY 1/8"3- OAT EXT.PLASTER OVER WIRE LATH AND(2)LAYERS MIN. 4X12 WOOD BEAM TO 1t PT-3 9HERWIN WILLIAMS 8W6110 STEADY BROLLN GRADE'V"PAPER AT WOOD STUD FRAMRJG BE STAINED AND SEALED A WOOD ROUGH SAWN WOOD TRELLIS,PAINTED AND PRIMED J STONE VENEER CMU-1 STONE VENEER WAINSCOT BY ELDORADO OfJSST�5'EA.SIDE II STONE.MANZANITA CLIFFSTONE 3Ye'TOP TRACK 1 b I I BX12 WOOD BEAM TO BE iv I I t i L i ' STAINED AND SEALED W/ II I 1 6'0" C a O SIMPS ON'CCO'CO LU MN CP ___ TO TRELLIS FLASHING 8'WOOD STUDS j PTs /2'1 1/2"EIFS ON 1 OVER 8"METAL STUD CLASSIC ENGUSH WOOD BENCH 4' P12 7/8'3LAYR STUCCO A O O \\\�J it I II II ; I ! II i ' LUUMB R)WOOD POST 6(PRESSURE D l I WOOD FRAMED TREWS �I I II II II it � p II II II ! I cMu-, B METAL BTuos ------------------- ------- -- - @ 16.O.C. 't) R C204-03 I �I I 4`a'AF TYP 4 LOCATIONS Li Li L� / y` 3/4'0 MACHINE BOLTS CENTERED IN POST PAD FOOTING SEE 12k12'GRADE BEAM W/(2)#4 TOP _ _ STONE VENEER WITH STONE VENEER WITH 1 DETAILS FOR MORE INFO. AND BOTTOM AND#3 TIES @ 24'O.C. STONE VENEER OVERGROUT INSTALLATION ae OVERGROUT INSTALLATION J TYP 4 LOCATIONS TYPALLSIDES PER MANUFACTURER'S PER MANUFACTURER'S RECOMMENDATION RECOMMENDATION W6' 0"CONCRETE CURDC204-02 00" 0MBOTTOMTRACK 3/8TYP.4'CONCRETE CURBfix8X1/2'PLATE C204_ TRELLIS PLAN -FRAMING AND FOUNDATION _ TRELLIS FRONT ELEVATION 5xSil/2'ANG`E 01 C204 02 PRADE BEAM E(2)#4 RPLAN dSCALE: 3/8"=1'-0" SCALE: 3/6"=1'-0" PROVIDE(2)#4 DOWELS #AVERT.AND HOR Z.@12'O.CE? T&B TO PAD FOOTING EACH WAY TYP.SEE STRUCTURAL d \ FOR REBAR LAP LENGTHS P S0.#4 EA_D FOOTING (5) /} ..'�.....r�`.•.... -..V ,./` ._✓'' ``.....�/t....../\....,/\.._../ _ • ° I .I° PA p .WAY TOP ANDD 16'-O" BOTTOM T.O.TRELLIS 4'-0" I A - w000 �- AN PT SECTION C204-0o SCALE 3/4"=1 Cf STUCCO PT-2 --CLASSIC ENGLISH WOOD BENCH CMU-t OR 1411.ISSUANCE ;;CO'ftf FA L;KAS&ASSOCIATES,INC. DATE___ _ - •+hppw'E•rm reviewed for atlhcrarce to tho codes and ordinance. Authorization is el, 'rted to I;SUe a building permit pending all applicable City aguncies. ''a sr,,nce or granting of a p ermit based on .Pm.cU of these plans shall not be construed to 0'-0" pr;rmit eI approve any violation of the applicable codes Or o.weance. N0 Pe,mit presu•ned to give .F.F. codesrshall to 0,AWO Or cancel the provisions of such e valid. C204-04 TRELLIS -SIDE ELEVATION SCALE: 3/B"-T-0" MARK REVISIONS APPR. DATE THESE PLA S„4A�E.,REF ,-RE�EYIIED,FQ[2_C�pMPLI(WC 4MITF{ THE,, P,RAPPREPAfjEQ BY;. VfD PAfj�fERS.1IJC. 2852KeIvinAvenue �.,,..+'^�.✓2tw..,.✓�+W.✓r.../`�.,...r O SAR po'Y9 Irvine,CA 92fi14 FIRST SUBMITTAL 3.19.2007 A LAWS OAND AVE BEEN�FO NDDACCEPTABLE AND/OR CITY AND SATE hQ OOFy�20 .�ry 949.753.7878E CITY OF LAKE ELSINORE SHEET w APN:379-241-057 COT PC1 PLANNING COMMENTS 1 4.30.2007 1 3 � wdparNers.com B1 BUILDING COMMENTS 1 4.30.2007 #� APN: 379-241-058 clv t� SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE ,TFOFCA� a 16475 LAKESHORE DRIVE RETAIL GRADING PERMIT 2 5.8.2007 CITY NCINEER CM-95-24 (RETAIL) FILE No. CITY OF R.C.E. NO. 65838, EXP. 12/13/07 DATE. 5 ELEVATION 1317.32' LAKE ELSINORE, CA 92530 LAKE ELSINORE PC2 PLANNING COMMENTS 2 5.30.2007 5/30/07 /7/2007 PLAN CHECK: 072 0001.06 DIFFER$FROM---�� — PLANTING SCHEDULE ... .. .. ,... .... .. F KAN TOTAL TTHHISB SCH DME.THE R RA��NLFN. • BOTANICAL NAME SIZE SYMBOL KEY OTY.I COMMON NAME CONDITION COMMENTS LM 2B9 LANTANA MONTEVIDENSIS -' 24'SPR 3 GAL FLOWERING GROUNDCOVER LJ � PURPLE TRAILING LANTANA XC 110 30'HT 5 GAL XYLOSMA UM LIGHT GREEN EVERGREEN _.,.. ...... .:r.).: ..........._,. 1 .._.. ._... ,✓ui.a,:.. SJ.. �... _.... .,_,. J t,.rv:.. ......- _.... . ....:. ......._._._ J l,.:i.:: _..,__.-., ,, v,_i. - ,..l.i.,:.�.r: ' SHINY XYLOSMA SEE DETAIL L201-02 _ _. �! O IV 113 ILEX VOMITORIA'NANA' 24'HT/SPR CONT COMPACT,GLOSSY LEAVES XC UM U MR XC AN IV LC LM XC SOD � N N � DWARF YAUPON HOLLY LATYCLADU• 14 3 3 g a SOD p , - - - --_ - 2 3 3 2 O2 "0 PO 10 ORIENTAL ARSBORVRAE US 8'-8'HT BBB PYRAMIDAL,SYMMETRICAL LJ ---aU53°035 A - LE 'GREEN CLOUD' i LF 43 30•HT 5 GAL FLOWERING EVERGREEN SHRUB >' , •� '.�,„ _...pro' - �� '1 GREEN CLOUD TEXAS 3 SAGE I"I`ns S>rb a. , ,. 'u _ r°yr , •• �rirrYr �rr�. r aln.k•,Pi .S .� 4 '�" y RHAPHIOLEPIS INDICA RI 119 INDLIN HAWRIORN 24'HT/SPR CONE COMPACT GLOSSY LEAVES - r '� MR qg MUHLENBERGIA 30'HT 5 GAL ORNAMENTAL GRASS 1 - t DEER GRASS LM : I : OP 8 OUERCUS PHELLOS ILLOW OAI( 2'CAL 24"BOX 6'CLEAR TRUNK - °• C I ! t SEE DETAIL L201-01 f � I S W 7 6 7 40 5 2a RI N XC LM I 7 3 I 1 LF LM RI N LC C m ^ MUL XC MUL SOD C LM LC W KP 6 4 3 8 MUL KOELREUTERIA PANICULATA DROUGHT,HEAT,WIND AND 7 2a 17 4 15 1 1 •i KP 10 GOLDENRAIN TREE 2'CAL 24"BOX AIR POLLUTION TOLERANT r (v.�l Ili I � LF MR LM LM LC XC KP LI N U IV KP LM II 2 4 6 XC AN i 4 2 8 1 10 MUL 4 I r t� ' 'dp t"o, - to 0 t UEMUS PARVIFOLIA MULTI-STEM 1, •�._� ' XC_(i_ I TYF I I o, 1 II„, ,I LC 17 EVERGREEN ELM 2'CAL 2a'BOX I 1 I M , i f: I o0 , M I pl n o LAGERSTROEM wI.MUSKOGEE' SHOWY SPR NGTO FALL FLOWERS U CRAPE MYRTLE 2'CAL 24'BOXMULTI-STEM UM C I 1 CUPRESSOCYPARIS LEYLANDII 8'-a'HT BBB HARDY EVERGREEN TREE p 1 , 1 � 'y �y''• %�.• MUL ;t._., 4 0': � 14 LEYLAND CYPRESS '• 1 O L O I AN Az P rAN ✓ OP Y 6 l ' 2 . ..,' 1 ".�7 AN 28 A��°"� PEAT POT FLAT/25 TRIANGULAR SPACING 6'O.C. U�^ 0 38'X38'AND 24X24'CONCRETE PLANTERS,TO BE FILLED WITH A VARIETY Rite Aid Pharmacy o 5 CIO OF SEASONAL ANNUALS.FINAL APPROVAL BY OWNER REPRESENTATIVE. TYPICAL OFB VI 17,272 GROSS SOFT. Fc I 21 7 e o 0 1 (V; MUL LOCALLY AVAILABLE SHREDDED HARDWOOD MULCH OR APPROVED ALTERNATE . � l LF BLDG-2 OP 10T-0 1 8 RETAIL STRIP 'X 162'-4"EXTERIOR ® SOO LOCALLY AVAILABLE FINE FESCUE BLEND SEE SOU NOTES. 6,105 S.F. 25 REGULAR 9'X18'PARKING SPACES AN o _ a SITE AREA 108,064 SOFT. U HAND DUG BED EDGE SEE DETAIL L201-03 7 aR c N 1 HANDICAPPED PARKING SPACE IV ® N X3 1 d i q 6,105/250)=25 PARKING SPACES REQUIRED 68 REGULAR 9'X18'PARKING SPACES KEYED NOTES a T 1 t RI LF LM CL LF a LF MR cL LF I o zs 3 HANDICAPPED PARKING SPACES s Lop 3 z s s z 3 F!.i;, ^ UM " 17,272/250)=69 PARKING SPACES REQUIRED 2 d, `I'S ` O LANDSCAPE BOLLARD LIGHTING(TYPICAL— q7.., 3 tl 1 O2 2'HIGH SOIL LANDSCAPE BERM NOT TO IX�D 3:1 SLOPES � ii _.O , �C '3'7 REMOVE EXISTING TREE STUMP 4 t O4 PROPOSED 8'CMU SCREEN WALL.SEE DETAIL C202-08. O5 8'HIGH SOLID TONGUE AND GROOVE WHITE VINYL FENCE 12'IN LENGTH WITH Wks'POSTS INSTALLED TO .. S 53°3'O E-196.15 MR PO XC LF MANUFACTURERS SPECIFICATIONS SEE DESIGN INTENT PHOTO BELOW 3 XC LC 4 4 5 6 c 3 I 1 TRAN:iFCF MER HAS B EN SCREENED 1 1 WITH N SCAPE AND FENCING. �, 1 1 U UTILITIES ARE SCREENED WITH PROPOSED 1 6 WALL AND ADDITIONAL LANDSCAPING. �P 1 � v MUL 1 ❑ 1c FEE=1314.33 N 35 J� i THE r RI M - 1 1319.75 FP a 1 12 6 BLDG COR OP xc 1319.75 FP BLDG COR 2 pS P ♦• '�• SiR •,,,, fiFf Nhld BUILDING BLDG Y L G G G--G G 4 R 1 LF 1!W EXISTING 8 8"F fi°F .. .:.°,.,. .. _. SOD \BLD LL YOU 6 GARAGE BLDG COG �� E L [ C E V;112011L • 1u " N V`* a CALIFORNIA�LAW B REQUIRES EXCAVATORSIC'TO NOTIFY '• COA i +h¢,F" + r THE REGIONAL NOTIFICATION CENTER NOT LESS()WORKING DAYS NOR MORE THAN a n 0 THAN TWO 2 FOURTEEN(14)CALENDAR DAYS PRIOR TO hYPL�� 1v T"" "+l � I GARAGEs � � 1 n' sr u� •R nl „y, t,�a ! x ,y19 A EXCAVATION SIGN ^ _ — 'ts� BLDG _.. . --N 3 29 W : .223.24'. _ _.;;�,. .. � Di Alert ` COR 4 a 10 20 40 ,� 9 www.di9alert.a9 4 _ w SCALE: 1"=20.00' y`�o� 7 soo-zz7-zsoo N53°05'28"W 196.15' �,P MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE PREPARED BY: WD PARTNERS, INC. E4�O 9 2852 KeIVin Avenue Irvine,CA92814 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �+`' ° ?� 949.753.7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE y . 949,753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 APN:379-241-057 L101 wdpertner•.com — - APN: 379-241-056 B1 BUILDING COMMENTS 1 4.30.2007 SCALE: q 1 �� BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE .�rgTE OQ�`p• I = 20 CM-95-24 16475 LAKESHORE DRIVE(RETAIL) FILE No. GRADING PERMIT 2 5,8.2007 CITY ENGINEER OF CA�1F ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 5/30/07 1 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 - --- ----- X-i 5' W-0-RE ADIRT PIPE & CONTROLS LEGEND L-20 IZONE SCHEDULE (D N 1 12 T_IRRIGATION CONTROLLER IN MECHANICAL ROOM. TOTAL TOTAL HUNTER MODEL#ICC- O-PL WITH PLASrIC CABINET. &:TIS LQ ZONE TOTAL FLOW HEADS HEADS 01 IRRIGATION METER LOCATED IN MECHANICAL AREA. D1 4.27 G.P.M. SEE CHART DRIP COORDINATE WITH UTILITY PLAN. U 10 W.. t�to ty-, fa 10 WWI,, IV Lx 10 wet", ———k IV wlll"l ———11 IV N1.1 to IVII., 11 wmv Ea IV Avlel ———F,10 ft".1 D2 2.80 G.P.M. SEE CHART DRIP BACKFLOW PREVENTER LOCATED IN MECHANICAL AREA. F o COORDINATE WITH UTILITY PLAN. �WD po TS HIGH ASIX, D3 4A3 G.P.M. SEE CHART WIND AND RAIN SENSOR BY HUNTER.CONTRACTORTC,MOUNT IN ,I I——V - V TYP.OF 4 TYP.OF 3 D4 4.08 G.P.M. SEE CHART DRIP DISCREET LOCATION CLEAR OF OBSTRUCTIONS. N 53*3'55"W 406.31 D5 6.32 G.P.M. SEE CHART DRIP li -------- 6.64 G.P.M. 21 TURF RAIN-BIRD XEIS BLACK STRIPE DRIP DISTRIBUTION LINE OUTSIDE DIAMETER rq,"Ts—p,, .7015'(18 mm),INSIDE DIAMETER=.625'(15.6mm)SEE CHART FOR TOTAL L • 30 TREE BUBBLER EMMITERS REQUIRED. 9 2 7.50 G.P.M. —3 6.00 G.P.M. 15 TURF -- ------- ------ P06 NETARM TECHLINE CV DRIP LINE TUBING WITH A GPH EMITTERS(jP 18- I I .00 32 TREE BUBBLER PACING AT 18". 5 7, G.P.M.G,P,M, 30 TREE BUBBLER 2'PVC SCHD 40 PVC PLASTIC MAIN LINE. SOO" 6 6.80 G.P.M. 19 TURF LOCATON ON PLAN IS SCHEMATIC. 20 TURF I'SDR-PRESSURE RATED FLEXIBLE POLYETHYLENE 7 6.18 G.P.M. Ar •4" 5.00 G.P.M. 30 ITREE BUBBLER OR RIDGID CLASS 20O PVC. -I- -i - A 4'DIAMETER SCHEDULE 40 PVC IRRIGATION SLEEVE. GENERAL CONTRACTOR TO INSTALL AND FLAG ENDS. 1.ELECTRIC REMOTE CONTROL VALVE. HUNTER MODEL#PGV-10DG-S-AS. EMITTER SCHEDULEVELIECTRIC _] REMOTE CONTROL VALVE. HUNTER MODEL#PCZ-101 DRIP CONTROLZONE KIT. <= FOR GRAPHIC CLARITY NO EMITTERS HAVE BEEN SHOWN, NOTE RA N:R MODEL(MCDFCAP)MANUAL FLUSH CAP TO BE INSTALLED IN VERIFY EMITTER COUNT WITH PLANTING GALLON 1 GPH ALL DRIP LINES. RAINBIRD MODEL(SE13-6X)SUBTERRANEAN EMITTER BOX ON THE END BI 0 5 GALLON 2GP RUN OF rYP. 4, • PH 15 GALLON 3G H nHVHd 24 BOX 4 GPH n8HI 30 BOX 5 GPH IRRIGATION HEAD LEGEND Aida XEI J, 36 BOX 6GP ALL LAWN HEADS TO BE INSTALLED USING MP ROTATOR NOZZLES BY WALLA 42 B WALLA SPRINKLER COMPANY(509)525_7660.LOCATE A DISTRIBUTOR AT • 48:BOX a GPH MPROTATOR.COM.SEE PLAN FOR RADIUSLE.ADDITIONAL a 6 GPH 60'BOX MATERIALS(CONTROL VALVES,HEADS,MAINLINE,LATERALS,ETC.)MAYBE �j 8GP REQUIRED IF CONTRACTOR PROPOSES ALTERNATIVE NOZZLES DUE TO INCREASEDG.P.M. 6'POP-UP USED PRIMARILY IN LAWNS. 0 PRODUCTS PROVIDED BY RAINBIRD THAT ARE OF EWAL OR SUPERIOR HUNTER INSTITUTIONAL SPRAY WITH CHECK VALVE.MODEL#INST-06. QUALITY AND CONSTRUCTION ARE ACCEPTABLE PRODUCT ALTERNATES. 0 RAINBIRD RWS-BG ROOT WATERING SYSTEM.(.25)G.P.M.1401 INTERNAL BUBBLER. IRRIGATION MAIN LINE IS SHOWN SCHEMATICALLY FOR CLARITY SPRAY THROW RADIUS SEE SPRAY PATTERN BELOW MAINLINE TO BE LOCATED IN GREENSPACE AT DISCRETION OF IRRIGATION - --- ------------- ---------- q CONTRACTOR. SEE RADIUS ABOVE SPRAY PATTERN ANGLE ------------ ----- MODEL PCN-50 BUBBLER BY HUNTER. Rite Aid Pharmacy ON HUNTER INSTITUTIONAL SPRAY WITH CHECK VALVE MODEI#INST-04 17272 GROSS SQ.FT. 0' GENERAL NOTES BLDG-2 107'-0"X 1624"EXTERIOR RETAIL STRIP 6,105 S.F. SITE AREA 108,064 SQ.FT. 25 REGULAR 9%1&PARKING SPACES A.PRIOR TO ANY EXCAVATION AT THE SITE,CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/OR LANDSCAPE ARCHITECT AND CONSULT WITH OWNERS REPRESENTATIVE AND UTILITY COMPANY'S 1 HANDICAPPED PARKING SPACE REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS.NO COMPENSATION WILL BE GRANTED FOR 6,105/250)7, 25 PARKING SPACES REQUIRED 68 REGULAR 9%18'PARKING SPACES OE REQUIREMENT.FAILURE TO COMPLY WITH THIS REQUIREME . 3 HANDICAPPED PARKING SPACES B.IRRIGATION PLAN SHOWN IS SCHEMATIC WITH PROPOSED LOCATIONS OF SPRINKLER HEADS.IRRIGATION CONTRACTOR IS TO 17,2721250) 69 PARKING SPACES REQUIRED SUBMIT SHOP DRAWINGS SHOWING ALL VALVES,HEADS,PUMPS AND LINES SIZES TO OWNER PRIOR TO INSTALLATION. C.THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALLA SYSTEM THAT WILL PROPERLY COVERALL AREAS PLANTED ON P LANTING PLAN(S). D.IRRIGATION CONTRACTOR SHALL MAKE ANY FIELD CHANGES IN THE SYSTEM NECESSARY TO MAKE THE SYSTEM PERFORM AS SPECIFIED.THIS INCLUDES ADDING HEADS TO PROVIDE THE REQUIRED HEAD TO HEAD COVERAGE. E. IRRIGATION CONTRACTOR TO VERIFY ALL WATER PRESSURES. S 53-3-0"E-196, F. IRRIGATION CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO THE OWNER PRIOR TO FINAL ACCEPTANCE. G.IRRIGATION CONTROLLER AND PROGRAMMING TO BE PROVIDED BY IRRIGATION CONTRACTOR. H.CONTRACTOR TO VERIFY LOCATION AND OPERATION OF CONTROLLER WITH OWNER'S REPRESENTATIVE. I. BEDUNES SHALL BE ESTABLISHED BY THE LANDSCAPE CONTRACTOR PRIOR TO THE INSTALLATION OF THE IRRIGATION AOVV48VHd SYSTEM. nblHi • aA180 XH THE IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL BEFORE PLANT INSTALLATION MAY BEGIN, ZONE K.SEE DETAIL UO—IN THRU L201-07 FOR INSTALLATION DETAILS OF IRRIGATION SYSTEM. ua, <-C) I I L.ALL SLEEVES UNDER WALKS AND DRIVES SHALL BE WDIA.SCHEDULE 40 PVC AT 217 DEPTH BELOW PAVEMENT SU BGRADE, TREE <_sx- INSTALLED BY GENERAL CONTRACTOR.GENERAL CONTRACTOR TO FLAG ENDS OF SLEEVES. 1319.75 FP r A_ LU M.ALL CONTROL WIRE TO BE RUN WITH PIPE AS INSTALLED.CONTROL WIRE SHALL BE DIRECT BURIAL SOLID COPPER MIN. BLDG COR 1319.75 FP 0 D S GAUGE#14 U.F.(#12 U.F.RUNS OVER 2000 LF).COMMON GROUNDWIBETOBEWHITE MIN.GAUGE#12 U.F..PROVIDE Er I BLDG COR SEPARATE GROUND WIRE FOR EACH IRRIGATION CONTROLLER.ALL ELECTRICAL CONNECTIONS SHALL HE WATER PROOF. EXISTING N.ALL DEBRIS SPILLED IN ANY ADJACENT R.O.W.AND OR ADJOINING PROPERTIES SHALL BE CLEANED UP BY THE CONTRACTOR. 4u—wm BUILDING BLDG u_I TYP.OF 13 0.IRRIGATION SYSTEM SHALL COMPLY WITH ALL LOCAL REQUIREMENTS. COR GARAGE \BL2G BLDG COR 5� !NN CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY �7, GARAGE 4 tl THE REGIONAL NOTIFICATION CENTER NOT LESS _TREE N:53y04'P9`W THAN TWO(2)WORKING DAYS NOR MORE THAN SIGN BLDG .7 FOURTEEN(14)CALENDAR DAYS PRIOR TO COR F--------------- I r------------1 0 ic 20 40 EXCAVATION SCALE: 1"=20.00 Dig Alert —.digae" i-800-221720'660 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE PREPARED BY: WD PARTNERS, INC. 2852 Kelvin Avenue ,40 9c Irvine,CA 92614 CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 APN:379-241-057 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 94:.753,7676 T — LAWS AND HAVE BEEN FOUND ACCEPTABLE 94.753.7678 F Pci PLANNING COMMENTS 1 4.30.2007 aaLtae rS wdpariners. APN: 379-241-058 Ll 02 Bi BUILDING COMMENTS 1 4.30.2007 �slSCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE1TEOFCALIF�Qa CM-95-24 16475 LAKESHORE DRIVE(RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 1 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PLANNING COMMENTS 2 5.30.2007CITY OF LAKE ELSINORE R.C,E, NO. 65838, FXP. 12/13/07 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 SELECTIVELYSUA KEN R AMA BRANCHESPLANTING NOTES SOD NOTES THE IN H A NATURAL FORM O MAN TO MAINTAIN F THE TREE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL SITE PREPARATION, 25c 2'x 6'HARDWOOD STAKES(2)PER TREE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER.ALL PLANTS SHALL BE ALIVE AND AT A A. SITE TO BE FINE GRADED BEFORE PERMANENT SEEDING OR SODDING. PERPENDICULAR TO PREVAIUNG WINDS IN PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. UNDISTURBED SOIL.ATTACH WITH ELASTIC OR INSTALLATION;AFTER INSTALLATION EACH PLANT SPADE DUG V'EARTH B. PRIOR TO INSTALLATION,THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, B. SOIL SHALL BE LOOSENED TO A DEPTH OF(4)INCHES BY DISCING,RAKING, POLYETHYLENE WOVEN GUYS.TIE ONE PLASTIC SHALL BE INSPECTED AND PRUNED AS NEEDED TO MULCH,SEE PLANTING NOTE. EDGE X TO 4'DEEP, GENERAL SITE CONDITIONS,VERIFY ELEVATIONS,UTIUTY LOCATIONS,IRRIGATION,APPROVE ROTOTILUNG OR OTHER ACCEPTABLE MEANS.AND RAKED SMOOTH AND FREE OF FLAG TO EACH GUY. REMOVE MINOR DEAD OR DAMAGED PORTIONS. 3•TO 4'WIDE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER ROOTS AND STONES OVER 1'DIAMETER. MULCH SEE PLANTING NOTES. WHICH THE WORK IS TO BE DONE.HE SHALL NOTIFY GENERAL CONTRACTOR OF ANY CONSTRUCT EARTH SAUCER WITH 4'HIGH BERM. WEED MESH WITH PRE-EMERGENT WN OR UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS C. PROVIDE SOIL PH TESTING.ADJUST THE PH RANGE OF SOILS THAT ARE FLOOD TWICE DURING FIRST 24 HOURS.MULCH, HERBICIDE APPUED AT PRODUCT GROUNDCOVER AREA HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. SEE PLANTING NOTES. REMOVE BURLAP AND TWINE OR CONTAINER FROM SPECIFIED RATE PRE-EMERGENT NOT USED C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, INCORPORATE RAW GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE TOP 113 OF ROOT BALL. SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT UNIFORMLY AT THE RATE SPECIFIED BY THE MANUFACTURER. /\ --TOP OF ROOT BALL TO BE VTO XHIGHER THAN /\// ESTABLISHMENT,SURVIVAL OR GUARANTEE,HE SHALL NOTIFY THE LANDSCAPE ARCHITECT \ SURROUNDING GRADE.CUT TWINE AND PULL 4'MOUND OF TOPSOIL MIXTURE TAMPED FIRM OVER '�� CR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION. D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TO SOD INSTALLATION: BURLAP BACK ON TOP I/3 OF ROOT BALL UNDISTURBED SOIL TO PREVENT SETTLEMENT. \ THE QUALITY STANDARDS OF'AMERICAN STANDARD FOR NURSERY STOCK,BY THE A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS PRODUCERS INTERNATIONAL,GUIDELINE SPECIFICATIONS,CURRENT EDMON. r\ ROOT BALL TO SIT ON UNDISTURBED SOIL WITH ' // \ \\\�\ \ \ \ \ \ \/ \/\/ \/\/ AMERICAN ASSOCIATION OF NURSERYMEN,ANSI Z60.1-2004.ALL PLANTS SHALL EQUAL OR REMAINDER OF HOLE TO BE EXCAVATED AN , r // //\ / EXCEED THE MF_ASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS THAT ARE NOT BROKEN ADDITIONAL 6 INCHES. Y/� /\/�\/ /\ /\ \ E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM OR STRETCHED.SOD SHALL BE FREE OF THATCH.SODDING IS TO BE DONE IN 12' WIDTH 12' I I WIDTH OF / \//\\j/\\j/\\//\//\\//\\//\\// \/ LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE.SUBSTITUTED MATERIAL SHALL BE BALL /\\/\\/\\/\\/\\ \/\\ THE NEAREST EQUIVALENT SIZE,CONDITION AND GROWTH HABIT HAVING THE SAME EARLY-SPRING OR EARLY-FALL.SOD SHALL BE INSTALLED WITHIN 24 HOURS OF MIN OF BALL MIN /\/\ \/L\ \ \ ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. ARRIVAL AT THE SITE. \/\\\\\\ \ \ \ \ /\\/\/ / / \\/ F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN LAWN AND INSTALLATION NOTES INSTALLATION NOTES PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS.THE LANDSCAPE C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS.ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALFS SOD SHALL BE A.EXCAVATION TO BE THE DEPTH OF ROOT BALL+4'.BACKFILL WITH PREPARED TOPSOIL: CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS A.BACKFILL WITH PREPARED TOPSOIL:SEE PLANTING NOTES.PROVIDE COMMERCIAL SEE PLANTING NOTES.PROVIDE COMMERCIAL FERTILIZER,APPLY PER MANUFACTURERS /// ///\ RECOMMENDED BY SOIL TEST. STAKED. FERTILIZER,APPLY PER MANUFACTURERS DIRECTIONS.PLACE BACKFILL IN B'LAYERS. DIRECTIONS. � �j\\�\ \j \ G. IN AREAS OF INDIGENOUS HEAVY CLAY SOILS A PERCOLATION TEST SHALL BE PERFORMED. D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BY B.CONTRACTOR SHALL EXCAVATE PR WALLS VERTICALLY AND 12'WIDER(ALL SIDES)THAN B.CONTRACTOR SHALL EXCAVATE PR WALLS VERTICALLY AND 6'WIDER(ALL SIDES)THAN THE SOIL DRAINAGE AMENDMENTS AND/OR DRAINAGE STRUCTURES SHALL BE INSTALLED IN THE DIAMETER OF THE ROOT BALL DIAMETER OF THE ROOT BALL,SCARIFY SIDES BEFORE PLANTING PLANTING BEDS AND TREE PITS AS RECOMMENDED BY THE SOILS PERCOLATION TEST MANUFACTURER.CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING. C.REMOVE ALL TAGS AND NYLON TWINE C.REMOVE ALL TAGS AND NYLON TWINE. REPORT. MAINTENANCE: H. ALL PLANTING BEDS TO RECEIVE 8•MIN.OF PREPARED BACK FILL MIX.ALL INDIVIDUALLY A. WATER INCH MIN.WITHIN THE FIRST HOUR OF SOD OR SEED INSTALLATION BEGIN _ DECIDUOUS TREE PLANTING _ SHRUB PLANTING _ PLANTING BED EDGING PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. L2 01 01 L2 01 0 2 L 2 01 0 3 PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE,CONSISTING OF ONE PART IRRIGATION.SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED OR SCALE: NONE SCALE: NONE SCALE: NONE TOPSOIL,ONE PART SOIL AMENDMENT,ONE PART SOIL FROM EXCAVATION.TOPSOIL:ASTM SEEDED AREA MOIST. D5268,PH RANGE OF 5.5 TO 7,MIN.4 PERCENT ORGANIC MATERIAL,FREE OF STONES 1 INCH B. CONTINUED MAINTENANCE(MOWING,FERTILIZATION,WEEDING,ECT.)OF THE SINGLE-OUTLET EMITTER:RAIN BIRD INSTALL XERI-BUG EMITTER OR AND LARGER.SOIL AMENDMENT:SPHAGNUM PEAT MOSS OR EPA RATED CLASS IV COMPOST. SODDED OR SEEDED AREA SHOULD BE PROVIDED BY PROFESSIONAL FINISH GRADE XERI-BUG EMITTER(BARB ONLY) PC MODULE FOR INDEPENDENT DIFFUSER BUG GAP: RAIN I. ALL PLANTING BED EDGESTO BE SMOOTH FLOWINGARCS.BEDS TO BE LAID OUTAND FLOWS. APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO PLANTING. LANDSCAPE MAINTENANCE CONTRACTOR. PVC SCH 40 ELL SINGLE-OUTLET EMITTER:RAIN BIRD BIRD DBG025 (TYPICAL) J. BED EDGE SHALL BE SMOOTH,CONSISTENT,HAND TRENCHED T T04•INCHES DEEP,AND V 30-INCH LENGTH OF WIRE,COILED XERI-BUG EMITTER XB-XXPC-10-32 OR SHAPED.ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE BED EDGE AND PRESSURE-COMPENSATING MODU 1/4-INCH TUBING STAKE: PLANTING BED. WATERPROOF CONNECTION PCXX-10-32 WITH PC DIFFUSER CAP INSIDE VIEW OF XERI-BIROS RAIN BIRD TS-025 K. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID 6-OUTLET DISTRIBUTION SUBTERRANEAN EMITTER UTILITIES.FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE MANIFOLD:RAIN BIRD EMT-6XERI BOX: RAIN BIRD SEB6X AWAY FROM BUILDING(S), TOP OF MULCH L PARKING LOT TREES SHALL HAVE A CLEAR CANOPY DISTANCE OF 6'MINIMUM FROM PAVING. POLYFLEX RISER: RAIN BIRD PFR-12 M. TREES SHALL BE PLACED MINIMUM OF 3 FROM SIDEWALKS,CURBS OR FIRE HYDRANTS. VALVE BOX WITH COVER _ (LENGTH AS REQUIRED) MULTI-OUTLET EMISSION DEVICE N. PLANTINGS ATTHE END OF PARKING SPACES SHALL BE SET BACKA MINIMUM OF T FROM TOP OF MULCH RAIN BIRD XERI-BIRD 8 XBO-80 FACE OF CURB. PVC SCH 80 CLOSE NIPPLE FINISH GRADE 0. PLANTINGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR PVC SCH 40 MALE ADAPTER FINISH GRADE - COMMERCIAL TREE/SHRUB FERTILIZER.RATE PER MANUFACTURER'S INSTRUCTIONS. LATERAL PIPE 1/4-INCHTUBING:POLYETHYLENE _ FERTILIZER TO BE MIXED WITH BACK FILL PREVIOUSLY DESCRIBED.FERTUZER TABLETS ARE DISTRIBUTION TUBING 1/4-INCH TUBING:POLYETHYLENE NOT ACCEPTABLE. • PVC SCH 80 UNION FOR SEF7VICING DISTRIBUTION TUBING P. PLANTING BEDS SHALL BE COVERED WITH PRE-EMERGENT HERBICIDE APPLIED AT PRODUCT a°,d i"d a+`n i°+• FLEX RISER STAKE:RAIN BIRD RAIN BIRD PT-025 ASSEMBLY RS025T SPECIFIED RATE UNLESS OTHERWISE NOTED. - BRICK(1 OF 4) Q. ALL PLANTING BEDS SHALL BE COVERED WITH MESH WEED BARRIER.IMPERVIOUS PLASTIC IS SUBTERRANEAN EMITTER BOX: RAIN XERI-POP XP-BOOX NOTACCEPTABLE. =7 3.0-INCH MINIMUM DEPTH OF BIRD SEB6X 3/4-INCH WASHED GRAVEL R. MULCH SPECIFIED PLANTING BEDS WITH DISEASE AND PEST FREE MULCH OF UNIFORM PVC SCH 80 NIPPLE(LENGTH PRESSURE REGULATOR: RAIN BIRD PRESSURE REGULATOR:RAIN COLOR WITH AN AVERAGE APPLIED THICKNESS OF 7TO T.T SHALL BE FREE OF TWIGS, CONTROL ZONE KIT:HUNTER AS REQUIflE0,1 OF 2) LAS-050�p p BIRD PITS-050-30 LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLAN15,SEE LANDSCAPE PLAN. PVC SCH 80 NIPPLE(2-INCH LENGTH, PCZ-101 LATERAL PIPE '�'' CLOSE NIPPLE S. WITHIN CONTRACT LIMITS,SEED OR SOD ALL AREAS NOT COVERED BY PAVING,BUILDINGS HIDDEN)AND PVC SCH 40 ELL CLOSE NIPPLE LATERAL PIPE OR PLANTING BEDS UNLESS OTHERWISE NOTED.SODDING SHALL NOT BEGIN UNTIL AREA PVC SCH 40 TEE OR ELL '`.,°�'e'.;�y'`d 4,`• d TEE OR ELL 'd e••d e•ed:••dd TEE OR ELL HAS RECEIVED A FINISHED GRADE. f° fe4°...e •:!e•:Qs••_. •a° 3-INCH MIN.DEPTH OF 3/41NCH t'e� T. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS PVC MAINLINE WASHED GRAVEL 9 ,i a-°s a+'s a+'..s•�.°.•.: 3-INCH MIN.DEPTH OF 3/4-INCH WASHED GRAVEL (EXISTING OR PROPOSED)UNTIL SITE TURNOVER. 1/4-INCH TUBING STAKE: RAIN N4IE' U. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BIRO TS-025 COIL ADDITIONAL 9-INCHES OF TUBING IN VALVE BOX TO FACILITATE MAINTENANCE. TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. A DRIP ZONE CONTROLL 6 OUTLET MANIFOLD XERI-BIRD 8 IN VALVE BOX V. LANDSCAPING TO COMPLY WITH ALL APPLICABLE GOVERNING REGULATIONS. L201 -04 SCALE: NONE L201 -05 SCALE: NONE L201 -06 SCALE: NONE MECHANICAL ROOM WIRELESS RAIN CHECK IRRIGATION WEATHER SENSOR CONTROLLER (SEE IRRIGATION eO SCHEDULE FOR TYPE) 1888UPPP BACKFILL WITH CLEAN SOIL 2° JUNCTION BOX FREE OF ROCKS AND ORGANICS. MIN. EDGE OF PAVING OR NOZZLE AS REQUIRED.SEE TAMP EVERY 4'OF LIFT oo e o ° o ° IRRIGATION SCHEDULE FOR EL EC.CONDUIT 41 DESIRED RADIUS. (12.PWR.IN) PLASTIC VALVE BOX WITH MIN. e ELEC.CONDUIT CONTROL VALVE EXTENSIONS IF NECESSARY FACE OF WALL NOZZLE AS REQUIRED.SEE (24V PWR.OUT) (SIZE PER IRRIGATION IRRIGATION SCHEDULE FOR GROUND VALVE BOX SCHEDULE) INSTALL VALVE BOX V ABOVE NOZZLE AS REQUIRED.SEE DESIRED RADIUS. SET HEAD FLUSH WITH ROD QUICK COUPLING FINISH GRADE IN TURF AND 2"IN IRRIGATION SCHEDULE FOR ° o ° ° FINISH GRADE " VALVE SHRUB AREAS DESIRED RADIUS. /\ \ 1�STf \ \ / 'HARDSC4PE•: .�\ \/FINISH GRADE SH WITHw\�/ ...'r / /\ \/FINIS GRADE\\ �\ �\\ \FINISH GRADE `C \ \ \ ^- - / VALVE BOX ELLS PVC ELL 2 2! FINISH GRADE-\\/\\' \ 4'TURF POP-UP BPRAY / SET HEAD FLUSH WITH MALE BARBED ELBOW f //�\��\��\��\��\��\� �' HEAD \//��NISH.\GRA�E.\,.\�� LATERAL LINE WITH TEE 1WI DIRECT BURIAL 1•STREET y MALE BARBED ELBOW WIRE INSTALLED IN ELL 1'SCH80 NIPPLE �..SCHEDULE 40 12'SHRUB POP-UP OR ELL SWING PIPE CONDUIT OR UNDER (LENGTH AS REQUIRED) ,4$ fd+. 4'PEA '� \ gLEEVE -SWING PIPE(MIN.I7 LONG) SPRAY HEAD °grl1�°°°°T°L (MIN.12'LONG) aeP MAINUNE ?°° °`� .°a `® GRAVEL °I� ••t PVC TEE 37+ 1.•a»,....a. °1 ./\/ /\\/� LATERAL LINE WITH E84HBED ELBOW MALE BARBED ELBOW MALE BARBED aeoe., 8e:,:4:r•:°a.=,w LATERAL LINE TO POINT OF CONNECTION.SEE LE I L CONDUIT TEE OR ELL ELBOW •L a°o I;®_°�^g°e WITH TEE OR ELL IRRIGATION PLAN FOR METER ANO BRICKS OR TREATED 2K4 BLOCKS SHALL BE PLACED °s MAINLINE \• \' MAINUNE SWING PIPE(MIN.17 LONG MAINLINE MALE BARBED ELBOW BACKFLOW TYPE AND LOCATION. UNDER OPPOSITE CORNERS TO PREVENT SETTUNG MAINLINE WITH PVC �\,F CODEDEPTHS ) TEE OR ELL `r�\IF GREATER SLEEVING TYPICALLY PROVIDED BY GENERAL CONTRACTOR. 1,X2 COPPER IRRIGATION WATER LINE SIZE BRASS GATE VALVE AS REQUIRED FOR MAINTENANCE COMMON WIRE FROM � //� IRRIGATION CONTRACTOR TO VBRIFY LOCATION AND ROTOR ZONE. SERVICE LINE AND REPAIR.TRANSITION FROM COPPER TO PVC CONDITION,INSTALL ADDITIONAL SLEEVING IF REQUIRED CONTROLLER TO VALVE WIRE FROM NO POP-UP HEADS LOCATED L201 —0 ■ SCALE: NON[IRRIGATION SYSTEM SCHEMATIC ELECTRIC CONTROL VALVE CONTROLLER LAWN ZONE BED ZONE ON SAME LATERAL AND ON TO NEXT VALVE A,p fq 2852 Kelvin Avenue MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. �O o c Irvine,CA92614 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE _`' 949.753.7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE PMers 949.753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 wdparinere.mm APN:379-241-057 L201 APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE TEOF c CM-95-24 16475 LAKESHORE DRIVE(RETAIL) FILE No. CITY ENGINEER 0 ELEVATION 1317.32' LAKE ELSINORE, CA 92530 GRADING PERMIT 2 5.8.2007 CITY OF LAKE ELSINORE R.C.E. NO. 65838. EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 5/30/07