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HomeMy WebLinkAboutPA 2017-62 - Exhibit G - Design Review Package Sn DATA INFORMATION N DEVELOPER'S INFORMATION: ACCESSOR'S BERRI BROTHERS PARCEL NUMBER 22 SHADY LANE 363-172-016 IRWNE,CA 92603 ZONING: PH#(714)801-3918 CMU CONTACT, LEGAL DESCRIPTION DAVID BERRI PARCEL 3 OF MAP 19767 (n Z S0.Ff. ACRE RATIO 20 10 12 e 4 o w p w O - n - PHASE I LOT AREA 79,041.0 1.8 - GRAPHC SCALE C-STORE BUILDING AREA Ld OCCUPANCY: M 3,000.0 - 3.7% VICINITY MAP _ CONSTRUCTION: V-B CANOPY AREA in-N-Out Burger CN OCCUPANCY: M 5,739.0 - 7.3% CONSTRUCTION: V-B CAR WASH walmart0 �"°''°t'":•� w OCCUPANCY: B 4,400.0 - 5.6% CONSTRUCTION: V-B _.�zrr.�.•.. aP4 _ J LANDSCAPING AREA 11,944.0 - 15.1% n y REQUIREMENT TYPE SIZE REQUIRED PROVIDED C-STORE:1/250 - z a HANDICAP 1TX18' 1 2 �� ��°,•`L CPR WASH:2/BAY REGULAR 9'X18' 13 22 "2 P"'�•rearD. Q F �gU VACUUM 13'X78' 0 25 PARKING Lake Elsinore ;.,,a�"�' Q m AREA TOTAL; 14 4g Hotel B Casino M inore Diamond© © o . n U bQ - "3 � s A tJ 7 o Np — 21 w o ® COMMERCIAL /�N01A — — r� r� ° -------- @ 7 , Im L J L-Jn9 ® --- ® ®n 4 ® • � � r OO�Y�, � ® ® ® ® o _t` I. v4 0 �,�71 #4 s IJo d • I ©nI QlglO I © 1I T0,9� � Lw o 03 p o z o lololololl 0 A-0 0 9J Cq n ® FUELI4%&NOPY 8 e 5 -0• o a \O4z \ 2 O Q Lo ; o. o n�• z - --- gi b O �« Ln © I O I OO I O I OO I I „� .• SELF SERVE Z c,4 Z L� A ® L— /I� CAR W5q SATUNNEL _ T 0 J �D L - cy o 44 co a O J 4 ® ® z O Ld LPL M LU W W a r N71*02'54"E Q� J DATE ISSUED: 08/08/17 SCALE: COMMERCIAL COMMERCIAL DRAWN BY: CHECKED BV: F. COHEN F. COHEN r l-IG SCHOOL I_,D L PROJECT NUMBER: 4 / / I AR 17081 SHEET: SITE PLAN C.1.0 SCALE T•2d-0' ,v COMMERCIAL /N 7,fO 431�90L� w n 12 a 4 0 w 40' w 0 0 -1.30 - F47 2 VICINITY MAP 1.60 .10 In N Out Burger D La 1.50 2.20 TYP. 0 0 10 00 \CD\ 1 �----E -0 18-0 >P0 1.50 F- -,k Elsinore m ova 35'-0' ;01�e& Inore Diamond 0 Mao 0. 35'-0' L11 Q, 0, CD CONSTRUCTION NOTES 3TYP71 IJE 0 6°CONCRETE CURB Y I!k "1 TYP-C2:.T50 [YP- 2.21 1.20 2.70 1.20 AREA LIGHT O 1.30 LANDSCAPING WITH AUTOMATIC IRRIGATION 01 1.10 U 1.40 6-CONCRETE DRIVE SLAB WITH 13 BARS 0 18-D.C.OR AS 10,-0" 1.10 SPECIFIED IN SOILS REPORT IF AVAILABLE. 8 1.40 I 1.50 6'OVER 4"A.B.ASPHALT PAVING OR AS SPECIFIED IN SOILS REPORT 'E IF AVAILABLE. ,751.60 48"HANDICAP PATH OF TRAVEL(SLOPE NOT TO EXCEED 2%EACH cc WAY)WITH DECORATIVE PAVERS CD 1.70 12'XI8'HANDICAP PARKING SPACE WITH ALL RELATED SIGNAGE(SLOPE 13'-10" 1 V-2' 1 V-2' 13'-10" NOT TO EXCEED 2%E.W.) O 1.75 BICYCLE PARKING(MIN.3)PER CAL GREEN CODE 1.80 30,-0* (:Ig) c6 c��) 2.41 l 2.90 1.80 9'XI8'STANDARD PARKING SPACES c ) 3-0 1.85 13'XI8'WIDE PARKING SPACES WITH VACUUM UNITS j 8 1.90 CONCRETE HANDICAP RAMP(SLOPE 8.33%) 1.30 FUELING CANOPY 1.91 CONCRETE SIDEWALK(MIN.48-WHERE HANDICAP PATH OF TRAVEL 05 OCCURS) 4,400sf 1.30 1.20 ILU LU Lu L 2.10 TRASH ENCLOSURE WITH STEEL GATES 0 3 2.20 6°CONCRETE FILLED STEEL GUARD POSTS SIM 1.10 2.40 2.21 U-SHAPE STEEL GUARD POSTS 140 i ® Q 2.30 AIR/WATER UNIT&VACUUMS M LO 2.35 CAR WASH PAYPOINT AND AUTOMATIC GATE 2.40 UNDER GROUND STORAGE TANKS(2)20,000 GALLON AND(1)22,000 bo GALLON UNDER REINFORCED CONCRETE SLAB z 2.41 TANK VENT RISERS CARBON CANISTER e 2.50 CONCRETE ISLAND W/(1)MULTI PRODUCT DISPENSER(6"MIN.&8" 51- 1.50 20K 87 230 MAX.HEIGHT) 2.70 FUELING CANOPY Fn n 2.71 FUELING CANOPY COLUMNS L2.80 ID SIGNAGE----------------- 7 2.85 SAND AND OIL INTERCEPTOR Q0 c 2.90 ELECTRICAL PANELS T- 1.30 10.10 CONCRETE DRIVEWAY PER AGENCY STANDARD o 14.1 1.2 10.20 CONCRETE SIDEWALK PER AGENCY STANDARD 0 LO SITE DATA INFORMATION Z C'4 T- 102'-0' DEVELOPER'S INFORMATION ACCESSOR'S 0 1010 BERRI BROTHERS PARCEL NUMBER 22 SHADY LANE 363-172-016 IRVINE,CA 92603 ZONING: PH#(714)801-3918 CMU Ln UJ 1.50 CONTACT., CO .50 DAVID BERRI PARCEL 3 OF MAP 19767 ACRE RATIO PHASE I LOT AREA 79,041.0 1.8 - 0 -j 1.10 1.20 C-STORE BUILDING AREA Z 0 wOCCUPANCY: M 3.000.0 - 3.7% 1.30 1.20 1.20 ECONSTRUCTION: V-B LU E3 w 1106 CANOPY AREA '3 UPANCY: M T- 5,739.0 - 7.3% 0 427.90' 1--CONSTRUCTION, V-B Cy) CAR WASH OCCUPANCY: B 4.400.0 - 5.6% DATE ISSUED: N7TO2'54"E LCONSTRUCTION: V-B 08/08/17 SCALE LANDSCAPING AREA 11,944.0 - 15.1% DRAWN BY: CHECKED BY REQUIREMENT TYPE SIZE REQUIRED PR DED F. COHEN F. COHEN C-STORE:1/250 DICAP 17'X18' 1 2 PROJECT NUMBER 77� CAR WASH:2/BAY REGULAR 17081 G�LAR 9'Xl8' 13 22 PARKING VACUUM 13,XI8, 0 25 ISI#9 AREA 14 49 SHEET: SITE PLAN N F ea O An VICINITY MAP > O O a O O O O O O 1.30 In-N-0ut burger @ tom N°aaF •i \ Walmano ac - LckesnorNp, Ilk ery 1 80 1.80 ci80 i 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 L, 1.85 1.85 JLUJLUr 10_ \ z a �gE No Lake Elsinore HolelBCasino �o,o Inore Diamond 1 1.50 1.50 .. 0 Mao CONSTRUCTION NOTES m a 4 3 1.10 \ 1.10 6°CONCRETE CURB [a 1.20 AREA LIGHT _ 12'-0" 13'-0° 01 1.30 LANDSCAPING WITH AUTOMATIC IRRIGATION u 1.40 6°CONCREZE DRIVE SLAB WITH#3 BARS 0 18°O.C.OR AS SPECIFIED IN SOILS REPORT IF AVAILABLE ry ® 1.85 1.85 1.85 n n n \ 1.50 6°OVER 4"A.B.ASPHALT PAVING OR AS SPECIFIED IN SOILS REPORT IF AVAILABLE. N© o 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.60 48°HANDICAP PATH OF TRAVEL(SLOPE NOT TO EXCEED 2%EACH w0 x (((( Q WAY)WITH DECORATIVE PAVERS � 12'X18'HANDICAP PARKING SPACE WITH ALL RELATED SIGNAGE(SLOPE \\�vj vj 11 �4. �� OO O O V j NOT TO EXCEED 2( E.W.) N�j rvj 1.75 BICYCLE PARKING(MIN.3)PER CAL GREEN CODE z 1.80 9'X18'STANDARD PARKING SPACES t \ 1.85 Io 13'X18'WIDE PARKING SPACES WITH VACUUM UNITS Nvj. 1.90 CONCRETE HANDICAP RAMP(SLOPE 8.33%) \O \ 1.91 CONCRETE SIDEWALK(MIN.48"WHERE HANDICAP PATH OF TRAVEL O O O O O O O O 20 �i O !► I OCCURS) 2.10 TRASH ENCLOSURE WITH STEEL GATES 0 2.20 6°CONCRETE FILLED STEEL GUARD POSTS . . 1.30 2.21 U-SHAPE STEEL GUARD POSTS ----- .q- - _____• OO = 2.30 AIR/WATER UNIT&VACUUMS W 2.35 CAR WASH PAYPOINT AND AUTOMATIC GATE ` 1.40 2.40 UNDER GROUND STORAGE TANKS(2)20,000 GALLON AND(1)22,000 GALLON UNDER REINFORCED CONCRETE SLAB T 017 ) II k �j 2.41 TANK VENT RISERS CARBON CANISTER 2.50 CONCRETE ISLAND W/(1)MULTI PRODUCT DISPENSER(6"MIN.&8° T SELF SERVE � 1.40 NIS MAX.HEIGHT) � 2.70 FUELING CANOPY 1.30 tL CAR WASH TUNNEL - 2.71 FUELING CANOPY COLUMNS 1.20 5 739sf 2.85 S S AND NAGE 1 1.30 J' 2.8 SAND AND OIL INTERCEPTOR 89 J ° 2.90 ELECTRICAL PANELS it 10 \ 10.20 CONCRETES DEWALK PER AGENCY STANDARD O o A LO T -201 ( A SITE DATA INFORMATION I\ZO Z •M ,� 1.30 DEVELOPER'S INFORMATION: ACCESSOR'S T Q p 3 BERRI BROTHERS PARCEL NUMBER Q 22 SHADY LANE 363-172-016 M rn U CA 92603 ZONING: `,V J w 1.40 PH#(714)801-3918 CMU D LU T -201 ( A � \ \ CONTACT: LEGAL DES N •i 6 DAN OF MAD BERRI PARCEL 3 OF MAP 19767 �"/ C O . 1 \ SO.FT. ACRE RATIO Z co PHASE I LOT AREA 79,041.0 1.8 1CDC-STORE BUILDING AREA Z O J w I 1,20 1.10 OCCUPANCY: M 3.000.0 - 3.7% H ____ CONSTRUCTION: V-B U A /O� V,.� CANOPY AREA LL Vl„/ �:[ OCCUPANCY: M 5,739.0 - 7.3% O T Q CONSTRUCTION: V-B � J 269'-0" 7 f CAR WASH OCCUPANCY: B 4.400.0 - 5.6% DATE ISSUED: 5 CONSTRUCTION: V-B 08/08/17 LANDSCAPING AREA 11,944.0 - 15.1% SCALE: DRAWN BY: CHECKED BY: REQUIREMENT TYPE SIZE REQUIRED PRONDED F. COHEN F. COHEN C-STORE:1/250 HANDICAP 17'X18' 1 2 PROJECT NUMBER: CAR WASH:2/&Y REGULAR 9'X18' 13 22 17081 PARKING VACUUM 13'X18' 0 25 ISI#9 AREA TOTAL: 14 49 SHEET: C°1.2 SITE PLAN CITY OF LAKE ELSINORE VICINITY MAP Ti,. Mountain View Cnurc:1, Southern U-Had vEMS Trainf ornia Training Institute Neighborhood Deale ns Skylark Grassroots - S E D C O HILLS Field Airport Hydroponics In �� © imal Friends 0D f the Valleys NOT To scnL�ydive ElsinoreQ 4�°`T P R O J EC T SITE Map Gate®2019 SHEET INDEX Tm 6P-01 COVER SHEET GP-02 PRELIMINARY GRADING PLAN 6P-03 GRADING SECTIONS GP-04 GRADING DETAILS GRADING NOTES owNER GP-OS EROSION CONTROL PLAN I.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE EL51NORE 11, GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB 51TE AT ALL TIME. BERRI BROTHERS GP-Ob CONSTRUCTION BMPS MUNICIPAL CODE,CHAPTER 15.12 AND APPLICABLE STANDARDS AND COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE 31, SANITARY FACILITIES SHALL BE MAINTAINED ON THE 51TE FROM BEGINNING TO 3111q REDHILL AVE SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(UB,W, BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 1551JAN(E OF BUILDING COMPLETION OF GRADING OPERATION. C05TA MESA,GA g2626 CHAPTER 33, PERMITS. 32. ALL 5LOPE5 SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED P:114-801-3g18 18, THE SOILS ENGINEERING INVE5TIGATION DATED PREPARED BY(ENGINEER FOR ALL SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF CONSULTANT)DATED AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED MO)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN PROJECT AVPRE5: PROJECT TEAM LAKE ELSINORE,PRIOR TO ANY OPERATIONS. PREPARED BY(GEOLOGIC CONSULTANT),SHALL BE CONSIDERED A PART OF TH15 ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR 31500 M15SION TRAIL GRADING PLAN AND SHALL BE IN COMPLIANCE, TO THE APPROVAL OF FINAL INSPECTION. LAKE ELSINORE,GA 112550 ARCHITECT: GJG DESIGN,INC. 3,THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY Iq. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 33, ANY CONTRACTOR PERFORMING WORK ON TH15 PROJECT SHALL FAMILIARIZE 11801 PIERCE STREET,SUITE 246 COMPANIES AND U.S.A.ALERT(1-600-422-4133)FORTY-EIGHT(48)HOURS PRIOR CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE HIMSELF WITH THE SITE AND BE 50LELY RESPONSIBLE FOR ANY DAMAGE TO LEGAL DESCRIPTION RIVERSIDE,GA g2505 TO GRADING, REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, (114)q20-g643 IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 REQUIRED, WHETHER OR NOT SUCH FA(ILITIE5 ARE 514OAN ON THESE PLANS. PARCEL 3 OF MAP 1g161 CONTACT:FRED COHEN 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST THE ACTUAL 015TANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 34. THE DE516N ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER APN:363-112-01b CIVIL ENGINEER: DZNE,INC. TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO FIN15HED PAD,PRIOR TO ROUGH GRADE APPROVAL. 166 MATISSE CIRCLE COMMENCEMENT OF ANY CONSTRUCTION/GRADING, 35, APPROXIMATE DATE OF: AL150 VIEJO,GA g2b56 5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METH005 APPROVED BY 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST IS SHALL BE BEGINNING OPERATION: DRAINAGE METHODOLOGY TEL: (9411)305-8g20 THE CITY ENGINEER, SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING COMPLETION: CONTACT:RONIE DEMA-ALA DEPARTMENTS FOR GUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMEN51ON THE PROP05ED METHOD OF DRAINAGE FOR THIS 6.CUT SLOPE5 SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL,UNLE55 HEIGHT. GREATER THAN THREE INCHES(3A)WILL BE PLACED IN FILLS WITHIN ROADBED PROJECT INVOLVES THE COLLECTION OF SURFACE SOILS ENGINEER: 501L EXPLORATION COMPANY,INC. OTHERWISE APPROVED,AND SHALL BE 5HOWN ON THE PLAN, 22, A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN AREAS OR THREE FEET(3')OF FINISH GRADES,UNLE55 THE LOCATION,MATERIALS, DRAINAGE FOR ENTIRE 51TE VIA CONCRETE DRAINAGE 1535 JURUPA AVE.,UNIT C ONE(1)FOOT. AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 5WALE AND CURB AND GUTTERS INTO CAT(H BASINS RIVERSIDE,GA C12504 1. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL,UNLESS 23, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL 15 TO BE PLACED,IT MUST 31, THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND AND DIRECTED TO SUBTERRANEAN RATER QUALITY OTHERA15E APPROVED,SHALL BE 5HOVIN ON PLAN,AND SHALL NOT HAVE LE55 BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL 501L FOR FULL SUPPORT. OBTAIN INSPECTION BEFORE APPROVAL. INLET AND PIPE NETWORK TO SAFELY DISCHARGE P:(g51)688-1200 THAN gO%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE STORM RUNOFF TO THE EXISTING MAINLINE STORM DRAIN Soilexplorotion®yahoozom PLACEMENT OF FILL MATERIAL.5LOPE5 GREATER THAN 5:1 ARE REQUIRED TO BE APPROVED BY THE BUILDING DEPARTMENT. SYSTEM, ROOF DOWN51"OUT5 AND DECK DRAIN5 WILL 8.FILLS SHALL BE COMPACTED THROUGHOUT TO qO%DEN5ITY AS DETERMINED BY KEYED AND BENCHED. 3q, TH15 51TE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION CONNECT DIRECTLY TO NEAREST AREA DRAINS, LAND SURVEYOR: GRF ENGINEERING THE MODIFIED THREE(3)LAYER A,57,M,0-1551-10 TEST METHOD, 24, THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOAING SYSTEM(NPCII PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM AATER 6162 STANTON AVE,SUITE A STAGES: DISCHARGES. BUENA PARK,GA g0621 g.FILL AREAS SHALL BE GLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED, a.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE NPOE5 ADID If ---DATE PERMIT GRADING LEGEND (114) 348-58g2 AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY ISSUED:--------- CONTACT:CEEAR RAMIREZ AGENCY PRIOR TO THE PLACING OF FILL. 5U%TRU(TURE5. 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO SYMBOLS AND ABBREVIATIONS IO.ALL FILL MATERIAL SHALL BE GLEAN EARTH.NO FILL SHALL BE PLACED UNTIL b.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BUILDINGS OR AALL5 SHALL BE PLACED WITHIN EASEMENT LIMITS,TEMPORARY PREPARATION OF GROUND 15 APPROVED BY THE SOILS ENGINEER. BENCHING AND FILLING OPERATIONS. IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OVINER5 EXPENSE. PROPOSED W STORM DRAIN LINE ............................ e, DURING INSTALLATION OF MTTRE55 AND CANYON SUB-DRAINS AND FILTER •---------- PROPOSED 4'5TORM DRAIN LINE SITE DATA 11, FINISH GRADE SHALL BE 5LOPED AAAY FROM ALL EXTERIOR AALL5 AT NOT LESS MATERIAL. -`us°`^m--- PROPOSED PERFORATED SUEORAIN rrEM DESCRIPTION QTY THAN 1/2A PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO d.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING 501L5 AND SECLOGI5T CERTIFICATION --FL- PROPOSED 50.6RATE DRAIN INLET 11 3115E FLOW LINE OF EARTH SHALE. CONSTRUCTION. TH15 GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE 0 PROPOSED PLANTER DRAIN INLET 1 51TE ACREAGE (1.18 A() 25, EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED W ING WITH R05EA ICE IN CONFORMANCE WITH THE RE(OMMENVATION5 A5 OUTLINED IN THE FOLLOW ® PROPOSED ROOF POYN SPOUT 12.MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE I�IF GUT OR FILL PLANT OR ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES(12A)ON SOILS AND GEOLOGIST REPORT FOR THIS PROJECT, CON(/ASPHALT AREAS 66,234 SF SLOPE 15 LE55 THAN TEN FEET(109,AND 2%IF CUT OR FILL 15 GREATER THAN TEN CENTER.5LOPE5 OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT,IN ADDITION TO Im PROP05ED MAIN CATCH BASIN ROOF AREAS 2,g15 SF FEET(10').DRAINAGE SHALES SHALL BE A MINIMUM OF 0.5'DEEP AND GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,5HRUB5 OR ENTITLED: SOIL ENGINEERING,ENVIRONMENTAL ENGINEERING PROPOSED RETAINING WALL 2 MPERVIOUS AREAS Gq 20q SF CONSTRUCTED A MINIMUM OF TAO FEET(2')FROM THE TOP OF CUT OR FILL COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER; MATERIAL TESTING,GEOLOGY ��������������� SCREEN 11.5g AC) SLOPES. TREES AT TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON PROP05ED 51TE SEN WALL 1.5q SF (ENTER.SLOPES OVER THREE FEET(37 IN VERTICAL HEIGHT SHALL HAVE DATED' OCTOSER 9.2014 ze RAwk- 1111,17-01 PROPOSED SIDE PROPERTY WALL 3 PERVIOUS(LANDSCAPE) (O,Ig AG) 13.PROVIDE 5'WIDE BY I'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL PERMANENT IRRIGATION SYSTEMS WITH BAGKFLOA PREVENTION DEVICES PER FIRM NAME: SOIL EXPLORATION COMPANY, INC. ".-,I SLOPES OVER 5'HIGH. U.B.G. PROPOSED TREE BOX LOCATION 26, APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS BY: GENE K.LUU,PE 55411 EARTHWORK QUANTITIES 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT ENGINEER DATE PROPERTY LINE - FLOW5 ALONG THE TOP OF CUT SLOPES. PROJECT. BY; PA. 1 FINISHED GRADE ITEM DE5GRIPTION QTY 21. APPROVED EROSION PREVENTIVE DEVICES 5HALL BE PROVIDED AND MAINTAINED DATE F.S. FINISHED SURFACE 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL hATER COURSES SHALL BE DURING THE RAINY 5EA50N AND SHALL BE IN PLACE AT THE END OF EACH DAYS DF.r. TOPNS y100D FENCE RAW CUT w To Cr DOVPa17 PERMITTED. WORK, INV. INVERT ELEVATION RAw FILL Bay Cr 28. ALL AORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY T 0.5.; TOP OF SLAB 16,A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE ORDERS. F1, ' TOP OF GRATE(DRAIN INLET) 3 NET EXPORT 18,615 CY 29. THE LOCATION AND PROTECTION OF ALL UTILITIES 15 THE RESPONSIBILITY OF THE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION L ' FLOW LINE fELE); Ex15TIN60R NATURAL GRADE ELEv q OVER EXCAVATION(B FT) REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE(HARA(TERISTI(5 OF THE SOIL. PERMITTEE, TC. : TOP OF COPING-POOLFaPA (BULDttYS CARWA5H) 06B Cr TW : TOP OF WALL 7F TOP OF FOOTING TP : TOP OF PILASTER F_F FINISHED FLOOR 6FF.: 6AI FINISHED FLOOR 6'GRAVITY FLOW TO LOWER LEVEL SUMP 2'FORGE MAIN DISCHARGE TO DRY STREAM BED AND LEAVE SITE 0 STREET LEVEL PRELIMINARY-PLANNING SUBMITTAL SEAL MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: � tss VIEJO,E CIRCLE PRECISE GRADING PLANS CITY DE LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ALISO VIEJO, CA 92656 T oEess,o STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE TEL: (949) 305-8920 .. , UE P-0 1 F G d'zn engineering o 9` 31800 MISSION TRAIL, LAKE ELSINORE, CA 92530 I � I A SCALE BENCH MARK: V OF SHEETS GISIG E-24 1" AS S MI GO ( ER SHEET 1/31 AS SHOWN DISK . MILES SE ALONG BUSINESS REMUN HABIB, RCE No. 83156 DATE RNNIE L DEMA-ALA DATE ROUTE STATE NWY 71 FROM ATSF FILE No. CITY ENGINEER sr CHI{, w- RAILROAD STATION BB CITY UE LAKE ELSINORE d�E OE cA�.¢°¢} DATE: 22 NOV 2019 YEARuLEVELE,To ELEVATION 125.973 FT 340 P c kSNO E RIVE 340 330 m 330 320 FG xx 320 � � xxx 310 o T 9 `' -- -- 310 s 3 0 �9 rym ey - - - - - 3 0 0 --- AA ----- - -- 28I - - �G27 G 280 S LINE T CONSTRLUTION NOTES: SCALE: "=20'-O" ON-SITE: O INSTALL 12"XI2"LOW PROFILE ADAPTER WITH GRATE,NOS 1230 d 1245 OR EQUAL. zO CONSTRUCT 24"WIDE CONCRETE DRAINAGE 5AALE(0.5%MIN SLOPE). 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V21 * AS SHOWN DISK MILES SE ALONG BUSINESS GRADING PLAN REMON HABIB, RICE No. 8315E DATE RONIE L DEMA-p S wr 4 DATE ROUTE STATE R 71 FROM ATSF FILE No, RAILROAD STATION CITY ENGINEER S�9Ts cu. °� )w� DATUM:NAVD88 OF DATE: 22 NOV 2019 CITY OF LAKE ELSINORE n a YEAR LEVELED:Is�D ELEVATION:(1275.973 1 �y T.RL 03 2 0 c �9 o ' 32 3 2 0 EXfSTI GRAD s ti 32 309:T 9 _ - i&T .. �. �9:)o - 'EXI5TI 6RADE .Q r 02 TW: 'u�'�.� �3_� ♦. . : . s� tiG. BouF -- - - - --- 30 300 30 300 - - -292.aTo-- C WAS TINNE G 2 3;1 FF 2% ■ 2 R T A A V O F05ED&RACE G ADJACENT EUE01 IS 2 V 2 V O 2 U TORETANEX.. LINE "F" LINE "G" SCALE: 1"=20'-O" SCALE: 1"=20'-O" iLT1MA E LLTMA 322 RI - EX1571NO GRADE pR/W FG R 3 0 I ----� CASINO J0-4 'IG .'G CASINO Tw 320 i 32 3 0 _ 5 310 - 12"WIDE CoNr .cs�9 V-DITCH 3 U 0 SSA: s w S o� a o c �6 02 TW _ 12"WIDE ONC. i r S NG ---- - - 2 3.1 FG _ __ __ __ _ _- ____ V D TCHOTG3' PROP05 D GRADE -3 0 0 29A.31. 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VV DATE: 22 NOV 2019 YEAR LEVELED CITY OF LAKE ELSINORE `0.� ELEVATION (1275.973 FT 24"rWIDE WIRT//=14'.Wx.d0'MAX L FAIISHED SURFACE SLOPED TO 3'rFaxs/nox ro D•cr. SCALE FLOW LINE (UNLESS.ro/x/xC a✓ATE°uRB) 2 Q F % 2% SLOPE TO FLOWLNE SLOPE TOPLOWLWE �p INE SURFACE FINE SURFACE VE r.V FACE PCC CURB NO)E (iPAO£ N� Atlt[ V e� � j1 Cam'SlOEWA[R BREAK r fl b trole n tro,v � . CURB FACE A As SECTION "A-A' SECTION "C-C" K � y NOTES 1 a 1. T TYPICAL CONCRETE SWALE SECTION YPE R APPROIC//rxaLL�usrD M'1NW slawALK is °wLxNr ro CM. 1. WEAKEN®MAW JOINT FEOUIFED AT CtiNTERUNE OF APPROALYL AND AT 1/2 3. COAYWE/E SMIIL IflASR SCo-L�1150 C°REo WNx MTNIE PoOMEN!£O CO/Kx°°oNPoIMt `��-E: NTS A ')�i° 10&AS N,111)?'�SYIALL NAVE Iz•wmr BDFDER WIN OROOI'ES 114""SF.W°x 1/R•MmIx 5. K SHALL NAY[A MAA'IMTM SLOPE OF 1./1(&=A AM A MRIIMUM SLOPE OF W5(96M). A MAK/MUM M!4M BREAK SHALL BE.EK r. ILL1/P SLRLFACE SHALL RE SUM-RL5ISTANT AN°SHALL KE°T C°NMA3IlN6 f!N/SN FR0.1/ AO,MCENI SALK(MEgUM 9ROON flN/SH EpNVALEMJ. A ALL ACLYS4 RAMPS M BC CgCiIAY/CIED TO IHE MOST CURRENT REwI,,mcNIS OF ENE AMEAMGNS W IIII pFAR/UAES AEAENI STANLNRAV/CALRORAVA CODE OF REOULAIRA'S roE£24 CCESS/9KLTr REOUGTKRTS AO✓xS/MENII)�`SHALL BF MADE/N lH£FNLO TO ACH/EYE RAMP CONpAONS A BrRUC L SECImA'MAR4CAON PER APPROVE°PLANS OR MRL GALENA'S STAAWIROS ,^,//`„" "`"°° CITY OF LAKE ELSINORE J�-.,f`.dn. COMMERCIAL DRIVEWAY 118E APPROACH.' TYPE// PROPOSED DECORATIVE PAVERS AND/OR VENEER TREATMENT PER LANDS CAPE PLANS. __c 4 __ NO.}REFINES @24"O.C.PER d PORT __ �d dNftJPIIM RECOMMENDED REINFORCED CONCRETE SLAB THICKNESS AND S'CONSTRUCTION/EXPANSION JOINTS FOR EXTERIOR CONCRETE FLATWORK PER SOUS REPORT.(COVER \/\\/\\ \\ \\ \ \ WTFHSLW SBEETPRIOR TO TLEPLACENIENT) SCARIFY(12"MINMDA DEEP)EXPOSED SURFACE FILL SOTS AND COMPACT TO OPTMDA MOISTURE CONTENT AND 90%RELATNE COMPACTIONBASED ON SOUS REPORT GRADING RECOMNENDATIONS CLMB FACE 6• J-!/z• C/APB MIZE RAVER a Ax11 °. 2 TYPICAL CONCRETE HARDSCAPE SECTION 5GALE: NTS d � YAAYES O a PROPOSED DRIVEWAY PAVERS PER LANDSCAPE PLANS. 8-! CLMWAC]EO S!N(APA� 3l4"CRUSHED AGGREGATE BASE, - _ (CLASS 2)AS PER SOILS REPORT REC0NINENDATIONS NOTES: �o 1.f CWFIE SHALL BE LYISS SBD-C-3130 P.GG,LIMN MAM MrxTE PA£VEMT£D CURING CDI/POLINA 2.)ALL EAPOSED LOAVERS SHALL BE FIN/SHED WNN 1/2•RADIUS \ SIB BASE(CRUSHED STONE OR S)FMYS'H SHALL BE FAV£AF. \\ CONCRETE)PER SOTS REPORT c)EX/SIIND P.GG SHALL tLE SAwy Ar.Alvr PRMR ro REMOVAL RECONAAENDATIONS 5.J CURES SHALL/(AY£EKPANSNN AmI/S AT NCR.AM ECR.AAID JOINS AT!0 RIRFYALS ONLY. \\ A)MMN CURB AM OIW /3 PGCED BY AN EXTR(IS/ON NApIA'E;TIMISN/NO - MY&E SELL P/roWOF AN ACC£PlABlE FRRSY/AND MEIAENEO PLANE JO/N/S \' \ \\ SCARIFY(ILL SOILS ANDECONT A SED MAY�SAWCVT. SURFACE FILL SOTS AND COMPACT TO 7..)SLOPE TOP CURB 1/I•PER FOOT IOWAR°S/FEET OPTIADA MOISTURE CONTENT AND 90 RELATIVE COMPACTION BASED ON SOUS REPORT GRADING RECOMMENDATIONS CITY OF LAKE ELSINORE �• -•� TYPE 6A CURB Y02 5 3 TYPICAL DRIVEWAY PAVER SECTION SCALE: NT5 I�I�o T� T PRELIMINARY MARK REVISIONS AI DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL � ,66 Mq,C CIRCLE PRECISE GRADING PLANS CITY ❑_ SAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND quso wEJa, cq s265s oPEss,O STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE TEL: (949) 305-s920 �g- t E F GP-0 4 d'zn engineering g 31800 MISSION TRAIL, LAKE ELSINORE, CA 92530 GRADING A OF 6 067 SCALE: BENCH MARK: 4 SHEETS DESIGNATION:E-24 k E 1 31/19 AS SHOWN DISK 1.8 MILES SE ALONG BUSINESS REMUN HABIB, RCE No. 83156 DATE RONIE L DEMA-ALA DATE ROUTE STATE NWr r,FROM ASE T FILE No, CITY ENGINEER sr IN, �" 'N RAILROAD AVDB DETAILS �� �� 22 NOV 2019 DATUM:NAVDee CITY UE LAKE ELSINORE OF cai.¢ (N DATE: EYEARLEV LEVELED:I9�o ELEVATION 12�5.9�3 Fi DRY SEASON REQUREMENTS WET SEASON REQLIREMENTS EROSION CONTROL NOTES: N.P.D.E.S.NOTES: (MAY-SEPTEMB ER) (OCTOBER-APRIL) I. IN CASE OF EMERGENCY,CALL BERRIBROTHERS AT OFFICE PHONE a (714)801-3918 12. THE PERMITEE AND CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECE55ARY PRECAUTIONS TO PREVENT PUBLIC I. WIND EROSION 5MP5(DUST CONTROL)SHAL BE IMPLEMENTED. I. WHERE APPROPRIATE SEDIMENT CONTROL BMP5 SHALL BE IMPLEMENTED AT THE 51TE PERIMETER, INSTALL TEMPORARY EROSION CONTROL AT ALL OPERATIONAL STORM DRAIN INLETS,AND AT ALL NON-AGTIVE SLOPES, TO PROVIDE 1 GRAVEL BAG5 -2 H16H 5E-6 BMP TREPA55 ONTO AREAS WHERE IMPOUNDED WATER CREATE5 A HAZARDOUS CONDITIONS. 2. SEDIMENT CONTROL BMP5 SHALL BE INSTALLED AND MAINTAINED AT ALL OPERATIONAL STORM SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON 517E U51NC STRUCTURAL CONTROLS DRAIN INLETS. TO THE MAXIMUM EXTENT PRACTICABLE. 13. THE PERMITEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK 15 IN 3. BMP5 TO CONTROL OFF-51TE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP5 (TEMPORARY OR PERMANENT) ElINSTALL TEMPORARY CONCRETE WASH ACCORDANCE WITH THE APPROVED PLANS. 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL 5MP5 SHALL BE SHALL BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF OUT BA51N WITH PLASTIC LINER-WM-8 5. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION THE RAINY SEASON. THESE BMP5 MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A BMP STREETS.DRAINAGE FAGILITIE5 OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING,OR WIND. 14. THE PERMITEE AND CONTRACTOR SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL MATERIALS. ELECTED BMFS FAILS,IT MIDST BE REPAIRED AND IMPROVED,OR REPLACED WITH AN ACCEPTABLE SUPPLIERS,LESSEES,AND PROPERTY OWNERS:THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN 5Y5TEM OR THE 5. APPROPRIATE NON-5TORM WATER BMP5 SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION ALTERNATE AS SOON AS IT 15 SAFE TO DO 50. THE FAILURE OF A BMP MAY INDICATE THAT THE STREET SWEEPING AND VACUUMING AS 4. APPROPRIATE BMP5 FOR CONSTRUCTION-RELATED MATERIALS,WA5TE5,AND SPILLS,SHALL BE IMPLEMENTED TO WATERSHED 15 PROHIBITED. OF STORM WATER FROM CONSTRUCTION ACTIVITIES, BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REQUIRED-SE-1 BMP MINIMIZE TRANSPORT FROM THE 51TE TO STREETS,DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR 6. THERE SHALL BE A 'VEATHER TRIGGERED"ACTION PLAN AND THE ABILITY TO DEPLOY 57AN12BY REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP,OR ADDITIONAL BMP5 SHOULD RUNOFF. 15, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEDIMENT CONTROL 51AP5 AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. SEASON.NFOE55ARY MATERIALS SHALL BE AVAILABLE ON 51TE AND STOCKPILED AT CONVENIENT LACATION5 TO SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT(A PREDICTED STORM 15 DEFINED AS A 9. THE AMOUNT OF EXP05ED SOIL ALLOWED AT ONE TIME SHAL NOT EXCEED THAT WHICH CAN BE INSTALL STOCKPILE MANAGEMENT- 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLE55 TREATED FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. FORECASTED,50%CHANCE OF RAIN). ADEQUATELY PROTECTED BY DEPLOYING 57ANDBY ER05ION CONTROL AND 5EDIMEN7 CONTROL WM-3 BMF TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 7. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY SEDIMENT CONTROL BMP5 (AT THE SITE BMP5 PRIORT TO A PREDICTED RAINSTORM. 16. ALL REMOVABLE ER05ION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN PERIMETER, 517E SLOPES AND OPERATIONAL INLETS WITHIN THE SITE) NECESSARY TO PREVENT 4. A DISTURBED AREA THAT IS NOT COMPLETED O THAT IN NOT BEING ACTIVELY GRADED ❑ INSTALL SANITARY/SEPTIC WA5TE b. ALL CONSTRUCTION CANTRACTOR AND SUBCONTRACTOR PER50NNEL ARE TO BE MADE AWARE OF THE REQUIRED 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. MON-ACTIVE AREA)SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT S BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITES AND ANY SEDIMENT DISCHARGES FROM EXP05ED PORTIONS OF THE 517E SHALL BE STORED ON SITE. AREAS BMP5(EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS 15 MANAGEMENT-AM-9 BMP THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ASSOCIATED CONSTRUCTION STAGING AREAS. IT. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMP5 MUST ACTUALLY BE ESTABLISHED VEGETATION STABILIZATION BMP5 AS DESCRIBED IN ITEM H ARE NOT CONSIDERED TO DEPLOYED. THIS INCLUDES ALL BUILDING PADS,UNFINISHED ROADS,AND SLOPES. COMBINATION OF ER05ION AND 5EDIME14T CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE,AND STOCKPILES OF BE"EXP05ED"FOR PURPOSES OF THI5 REQUIREMENT. INSTALL TEMPORARY CONSTRUCTION 7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL SOILS SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE STREETS,DRAINAGE 5. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENTS BMP5 NECESSARY ENTRANCE/EXIT-70-1 BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. FAGILITIE5 OF ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING,OR WIND. 8. DEPLOYMENT OF PERMANENT EROSION CONTROL BMP5 (PHYSICAL OR V ANY PORTIOOK)N SHOULD TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE 51TE FROM ER05ION AND TO PREVENT COMMENCE AS SOON AS PRACTICAL ON SLOPES THAT ARE COMPLETED FOR ANY PORTION OF THE SDEIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY I8. APPROPRIATE BMP5 FOR CONSTRUCTION-RELATED MATERIALS,WASTES SPILLS OR RESIDUES SHALL BE IMPLEMENTED SITE. 5TANDBY BMP MATERIALS SHOULD NOT BE RELIED UPON TO PREVENT ERC510N OF SLOPES PROTECTED FROM ER05ION L51NG PERMANENT PHYSICAL 5TA5LILZATION OR ESTABLISHED WASTES OR POLLUTANTS OFF THE SITE. DISCHARGE5 OF MATERIAL OTHER THAN 5TORMWATER ONLY WHEN AND RETAINED ON 517E TO MINIMIZE TRANSPORT FROM THE THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING THAT HAVE BEEN COMPLETED. VEGETATION STABILIZATION BMP5 ARE NOT CONSIDERED TO BE"EXP05ED"FOR PURPOSES OF TH15 NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT:CAUSE PROPERTY BY WIND OR RUNOFF. REQUIREMENT. OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD:CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 GFR PARTS IIT 4 302. 9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS,PAINT FLAKES OR 57UG60 FRAGMENTS: FUELS,OILS,LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WA5H WATER;CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY EN61NE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING;AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING.DURING CONSTRUCTION,PERMITEE SHALL D15POSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE. PHY51GALI-Y SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 10. DEWATERING OF CONTAMINATED GROUNDWATER,OR DISCHARGING CONTAMINATED SOILS VIA SURFACE ER05ION 15 PROHIBITED.DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN APLAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY,DRAINAGE IS TO BE DIRECTED TOWARD DE5ILTIN6 FACILITIES. (283. )AG (283.29)FL _ - (318b0)TC X - _ ) 18.10)FL (20320)INJ 2 (2402)F6 9 (3 9V6 (283.2o)I (303 0)EG I (\25 (20324)INV CAM RCIAL ADJACENT PJIILDII PROPERTY ISO 52)FL I37)TC (320.40)A\.)f (283 )AC (285b6)TX N71° 2'54"E 431.90' LINE FE T .92)FL 5'M (283.15)FL 284.9T PO (2 .99)AC E OF 6 29.F6 (30.89k6 29)TB (283BI)RIM (28311)LIP PA T ( .22)FL 31 b)AC (283A4)FL DWY X( )F6 X(3062)G (3 I) (283.99 T'---I 5 X 83)F6 X( 4)F6 9.T3)B i i (25860AC, X(296.4)F6 (2981)F6 (3 3B)ACX(285.46) X(2B6. 10)AC (28784)AC ( .8)F6 4A)F6(28337)TX X(290.5(2 / K 8292)FL L--_J X(286.1)AG 9. (283_ )AG x I (282.9I)FL ASPHALT CONCRETE 2999 �` (17) 20.T0)AC 28885)FS 1 (290.86)5 (28369) (2 0.55)F5 (2 9.5)F6 (2 9b)F6 rt. ( .I)F6 (285.2)F6 X ._)� (288.B2)FS X( 8.71E o (28318XV® 6 X(2892)F X( I.I)FG X(2933)F6 X(2945)F X( SB6 297.9Yr6 X( IB)'rb X( .bYrb X( )b 6 i3 (32222)76 (290.69)F 9 .9)F (283.44)%, (290.95)F5 :9, X( )F6 (321A)AG (282BOL 24"PLM P X( .5Yr6 FP-LP ( .APES 2. x •22'10495E (283b3)F (2852 X(296.56 X(29 T)F6 X 13)F6 FHA (283. )AC (293)FG X(2 4.0)F6 X 84)F (322.92)WV (28342)6TE X(2 24"PIL _ - X( 2)6 X( 13)F T (32 5)AC _ X(297)F \ 1284.91E X(29. 6 (322.92)WV (283. )AC I (28336)TG o _ - T L (3 I)TB X (28211)FL (28344 (313. G 2 99)AC 3 24'PLM X(309 F6 B (284b)F X(2 - X(2942)F6 X( 58)Fb (2853)F6 6 X(289.7)'rb X 03Yr6 �)F�r Z (283 T)AG O (282.60)FL 24'PLM 283.40E X Hy (204.7)F6 6 (32453)T �12. (32421)AC CA I RIGHT OF r -, X(311. 4WAY LINE X(3093 4 2865)F6 i i X(281.2)F6 X( 2)F6 X(289.4)F6 (290.3)76 X(291.F6 X(2932)Fb (294.0)F6 X(295 F6 (326.3T) L_ J ,�4� \ � x u o ` �O b7E- (283.9)F13)TG (282.4L _\ �6T, (286A)Fb i X(28T I)F6 X(294.4)Fb X(2953) X(29 )F6 X X(302.4)F X(5042)F X(306' (325.52)AL X(28.1)F6 X(209.5)Fb X(2'10. G X( 1.80 X(2935)F6 00.4)F6 �- ® (93 iW 1254.540 (29SA4 b'CLF (202.96)TX Gq-N (292.15) (294.)FG (2963)FG (29T.T 6 (3 .0)F6 (32T58)AL (202.3TFL (286.1 6 (B7 EL 297 gIF(i.C28824)F6 (289b 6 (2895)Fb ( bTl)TW (297.95)TW (292.2Yr6 (p3. L4 x 91.17)F6 29235)F6 (2964)F6 b'GLF (°OI)FG ( B)F6 .9)F6 2)F6 (3086 °02'27'7; 8220 2 (283 2)AG - 27.90' (299.)F6 (300.7Yr6 (3103)F6 I X 5.5'Hc16HT END OF IN LINK PROPERTY WOOD FE E 55 2 (326.9 (283.36 BLOCK WALL N71°02'S4"E FENCEBE6INNIN60F LOVE (526.65) WOOD FENCE (283.00)TX i�aa�� �ueiu,iur PLAN 0 20 40 60 56ALE: 111=20'-O" PRELIMINARY- PLANNING SUBMITTAL GRAPHIC SCALE: V 20'-0^ SEAL MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR CGMPLIANCE WITH THE PREPARED BY' � iss VIEJO, 926 PRECISE GRADING PLANS CITY OF LAKE ELSIN❑RE SHEET S APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ALISO VIEJO, CA 92656 F>ss TO STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE TEL: (949) 305-8920 ��°w De,y <F 31800 MISSINN TRAIL, LAKE ELSINNRE, CA 92530 d'zn engineering x L ' BENCH MARK: OPTION I S OF SH ETS SCALE:A E E' DESIGNATION:E-24 H ER O S IO N * E 13 V21 AS SHOWN DISK 1.8 MILES SE ALONG BUSINESS REMON HABIB, RCE No. 83156 DATE RONIE L DEMA-ALA DATE ROUTE STATE-71 FROM ATSF FILE No, RAILROAD STATION CITY ENGINEER DATUM:NICITY OF LAKE ELSINORE r9Te FU,,. ?�U' DATE: 22 NOV 2019 YEAR LEVELED:19To CONTROL PLAN ELEVATION:(1275.973 FI Gravel Bag Berm SE-6 Concrete Waste Management WM-8 Street Sweeping and Vacuuming SE-7 Categories Categories Categories EC Erosion Control ® CONCRETE EC Erosion Control EC Erosion Control SE Sediment Control 0 _ _ _ WASHOUT SE Sediment Control SE Sediment Consul 19 TC TrackingControl AREA TC Tracking Control TC Tracking Control 10 WE Wind- ind Eros on Control ". WE Wind Erosion Control WE Wind Erosion Control NonStamwaar ,'. J 1 Non S[nrmwater __ "an---r NS Management Control / Na Management Control ® JF NS ManagementContrd Wa We Waste Management and Wass Management and 1 _t Ware Management and Maemis Rotation Control Les Pollution Coal Y Metal Paluhm Combat Legend: ® -� Legentl: a II Catego > Lag nd:P Objective B nmary ry Pnmary Category , ® 5econdery Category 0 Secondary Category ® a moue ry Objective Description and Purpose Targeted Constituents Targeted Constituents Targeted Constituents Description and Purpose Description and Purpose le gravel bag berm is a series of gravel-filled bags placed on a Sediment 0 Prevent the discharge f llutants to storrawater from Sediment ® P P Sediment 0 level contour to intercept Sheet flows.Gravel bags pond sheet Nutrients rge o po Nuriena Street sweeping and vacuuming includes use of self-propelled Nutrients flow rune allowing sediment to settle out, concrete waste by conducting washout onsits or offsite in and walk-behind t to remove sediment from streets $ ng t,and release runoff Trash a Tresh d to clean Trash slow] heat flow, tin designated area,and by employee and subcontractor training. and roadways, p preparation y as s preventing and to clean paved suriares in re aration for erosion. Mesa Meals B �' Metals final paving.Sweeping and vacuuming prevents sediment from Bacteria The General Permit incorporates Numeric Effluent limits Bacteria Bacteria Suitable Applications o the project site from enuring stolen drains or receiving waters. Gavel bag became may be suitable: Oil and Grease (NEL)and Numeric Action Levels(NAL)for pH(see Section z Oil and Grease Oil and Grease Organics of this handbook to determine your preject's risk level and if Organics Suitable Applications Organics s As a linear sediment control measure: you are subject to these requirements). Sweeping and vacuuming are suitable anywhere sediment is Potential Alternatives Manytypes ofeenstmctien materials,including mortar, Potential Alternatives tracked from the project site onto public or private paved Potential Alternatives - Below the toe of elopes and erodible slopes streets and roads,typically at points of egress.Sweeping and Crete,stucco,cement and block and their associated wastes vewuming are also applicable during preparationee paved SE-1 Silt Fence con None None As sediment traps at culvert/pipe outlets have basic chemical properties that can raised levels outside surfaces for final SE-5 Fiber Roll ofhe permitted range.Additional care Should be takes when paving' Below other small cleared areas EELS Sandbag Barrier managing these materials to prevent them from crming into Limitations Aloe the perimeter of a site 5E-12 Temporary Silt Dike crantanct the accepted range.th ter flows and raising pH to levels outside Sweeping and vacuuming may not be effective when sediment g perim fie' is wet or when tracked soil is raked(caked soil may d to be If UserlSubselber moCMes this fad SE-148iofilter Bags ynee shortie myway,me CASOA Down slope of exposed sail areas Suitable Applications scraped locse). rea llogo and fooler below must be If Use absorber modifies this fact Concrete waste management procedures and practices are removed from each page and not Around temporary stockpiles and spoil areas sheet in any way,he CASOA implemented on construction projects where: Implementation appear on the modMed version. amelloga and tooter below must be is Controlling the number of points where vehicles can leave Parallel to a roadway,to keep sediment off paved areas removed from each page and not is Concrete is used as a construction material or where the site will allow sweeping and vawuming efforts to be Along strums and channels appear on the modified version. concrete dust and debris result from demolition activities. focused,and perhaps am money. - is As a linear erosion control measure: — is Slurries containing portland cement concrete(PCC)are - s Inspect potential sediment tracking locations daily. generated,such as from saw cutting,coring,grinding, s V ibls sediment tracking should be swept or vacuumed on - Along the fare and at grade breaks of exposed and grooving,and hydreconerete demolition. cis berm erodible slopes to shorten slope length and spread runoff as sheet flow. May 2011 cedifomra SWrmwater BMP Handbook Portal 1 of 4 November 2009 C.11-1a Stonnwater BMP Handbook r of] ]anuary 2011 Callfomla SMrmwa[er BMP Handbook 1 of 2 Construcion Construction Cons[ru I www.rasga.org www.caso— www.casga.arg Stockpile Management WM-3 Stabilized Construction Entrance/Exit TC-1 Sanitary/Septic Waste Management WM-9 Objectives Categories Categories EC Erosion Control EC Erosion Control N EC Erosion Control SE Sediment Control --- SE Sealmem Consul ® SE Sediment Canral TC Traddng Control TC Tracking Consul 2 TC Tredang Central WE Wind Erosion Control WE Wind ErogOA Control WE Wind Erosion Control NmrStonewmar Non-6lm'I NonStereaeter k NS Management Control NI Managamel Car l NS Management Control Will Wass Management and ✓ ,� Waste Manegannanl and - ,- Waste Management and m Materials Pollution Carool Maarlds Pollution Coal (ter err Materals Pollution Cenral Leg ad: Legend: Le ad: ✓Primary Objective 0 Pnmary Oblel 0 Primary Category J 5econdary Old—lve ] Secondary Obi—l— ® sewntla,Category Description and Purpose Targeted Constituents Targeted Constituents Description and Purpose Targeted Constituents p' ag—cu procedures pro designed Description and Purpose per sanitary an p' management prevent Stockpile Man t dares and c[icesaredesj ed Sediment J sealmant p Pro t doe tic waste ma t tthe Sediment to reduce or eliminate air and stormwater pollution from Nutrents ,/ A stabilized construction access is defined by a point of Nuglents discharge of pollutants to stormwater from sanitary and septic Nutrients 0 to iles of soil,paving materials Each as Portland cement entrance/exit to a construction site that is stabilized to reduce waste b providing convenient,well-maintained facilities,and stockpiles eve P wng P Tnash ✓ Trash YP n8 Trash 0 con¢ete(PCC)rubble,asphalt concrete(AC),asphalt concrete Mable ✓ the tracking of mud and dirt ante Public roads by construction Metals for regular service and diapoeal. Metals rubble,aggregate base,aggregate sub base or pre-mixed vehicles. Bacteria Becarle Bacteria El aggregate,asphalt minder(so called"cold mix"asphalt),Bud Suitable Applications treated wood. Oil amGrease J Suitable Applications Ogul and Grease atSanitary l cosepticwasits thageme epractices or mesanituse Orland Grease pressureOrganics J Use at construction sites: ONanlcs at all construction sites that use temporary or portable sanitary Organics El Suitable Applications and septic waste systems. Implement in all projects that stockpile soil and other s Where din or mud can be tracked onto public roads. P P] ckP Potential Alternatives Potential Alternatives Limitations Potential Alternatives materials. Aacent to water bodies. None ' dj I None None identified. Nona Limitations s Where poor soils are encountered. None identified. Implementation is Where dust is a problem during dry weather conditions. Sanitary or septic wastes should be treated or disposed of in Implementation accordance with state and local requirements.In many cases, Protection of stockpiles is a year-round requirement.To Limitations am contract with a local facility supplier will be all that it takes Properly manage stockpiles: a Entrances and exits require periodic top dressing with to make sure sanitary wastes are properly disposed. is Lome stockpiles aminimum of5oft additional stnmes.away from Storage and Disposal Procedures concentrated flows of s[ormwater,drainage courses,and s This BMP should be used in conjunction with street is Temporary sanitary facilities should be located away from inlets. sweeping on adjacent public right of way. drainage facilities,watercourses,and from traffic circulation.If site conditions allow,place portable facilities isProtect all stockinflea from atormwater rumen using a s Entrances and exits should be constructed on level Bound m of So feet from drainage conveyances and temporary perimeter sediment barrier such as berms,dikes, rely. traffic areas.When subjected to high winds or risk of high fiber rolls,silt fences,sandbag,gravel bags,or straw bale winds,temporary sanitary facilities should be severed to barriers. Mkc^so^ • construct construction entrances are Tattier expensive to prevent overturoing, construct and when a wash rack is included,a sediment trap of some kind must also be provided to collect wash water ouaso, waorugon January 2003 California Snoi-an er BMP Handbook 1 of 3 November 2009 Celbrnla Sallar er BMP Handbook 1.17 November 2009 Caliornia Smmmwater BMP Handbook 1 of 3 Construction on-- Coman.ed a w_cEaraphandboo.—O, www.caaga.org www.casga.ory 0 20 40 60 PRELIMINARY-PLANNING SUBMITTAL GRAPHIC SCALE: r'=20'-O e SEAL T T n THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: I� iss MATISSE CIRCLE PRECISE GRADING PLANS MARK REVISI❑NS APPR, LATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR CITY AND `11/ ,�.= Auso vlEdo,cn 92656 pess,o CITY OF LAKE ELSIN�RE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �, �/ TEL: (949) 305-892o �g- �, °E-k, � GP-0 6 d'zn engineering 5 .rc 318001 MISSION TRAIL, LAKE ELSINORE, CA 92530 7 T(''� G G h A SCALE BENCH MARK: CONS TR Vli TIO N v OF SHEETS DESIGNATION:E-24 M E e. / /21 y AS SHOWN DISK 1.8 MILES SE ALONG BUSINESS REMUN HABIB, RCE No. 83156 DATE RUNIE L DEMA—ALA DATE ROUTE STATE Hwy 71 FROM ATSF D S, CITY UE LAKE ELSINORE FILE No. CITY ENGINEER RAILROAD STATION D rq �� bti 22 NOV 2019 DATUM: OF Cpy 1F� DATE: YEAR LEVEELED:LED 1 ELEVATION (1275.9]5.9J5 FT **IRRIGATION CONCEPT DRIP IRRIGATION WITH SINGLE HYDROZONE PLANT LEGEND N PLANTING NOTES KEY BOTANICAL NAME COM ICIN NAMES WULCOB SIZE F B[1Ftr WDTF( aPA A PUNTING PITS SHALL BE DUG WITH LEVEL BOTTOMS,THE WIDTH TWICE THE DIAMETER ZONE 4 OF THE ROOTBALL SET ON NATIVE SOIL TREE EACH PLANT PIT SHALL BE BACKRLLED WITH THE FOLLOWING PREPARED SOIL MIX: 2 PARTS NITROUZED REDWOOD SHAVINGS 1 PART'NITROHUMUS' CERCIS OCCIDENTAUS WESTERN REDBUD LOVE 24"BOX 10-18' 10-18' 20'0 3 PARTS EXCAVATED SOIL 21 GRAM'AGRIFORM'PUNTING TABLET PLANTING TABLETS SHALL BE APPLIED AS FOLLOWS: 1 TABLET PER 1 GALLON SIZE PLANT (n 2 TABLETS PER 5 GALLON SIZE PUNT z 3 TABLETS PER 15 GALLON SIZE PLANE so 1e tz e a o sa a err O_ - LARGER PLANT MATERIAL WILL BE GIVEN ONE(1 )TABLET LAURUS NOBILIS SWEET BAY LOW 24"BOX 12-40' 12-40' 40' 0 7) -1. PER 1/2"DIAMETER OF TRUNK CALIPER "SARATORGA" GRAPHIC SCALE j B.SOILSOILAROUND BE EALTL TAMPED PLAANT�Ig2 WAY AND INSERT PLANT PIT. TABLETS. COMPLETE (SHADE TREE) BACKFILUNG AND WATER IN THOR/02UGHLY. VICINITY MAP NOTE: PARKI PRAECOX SONORAN PALO VERDE LOW 24"BOX 20' 20' 20'0 in-N-Out BurgerQ `Lola N�,g" ALL SHRUB AND GROUNDCOVER AREAS TO RECEIVE 3"DEPTH SHREDDED BARK MULCH. (CERCIDUM IDUM P PRAECOX) SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION a" e�0 Walmart0 SHRUIBWAOOENTS — (-)RAW SPECIES WITH TM MARK ARE STORM WATER FT;BOLY Lake,._...L:; t'Lakcahorpp o 4dLdicy O CISTUS CRETICUS(SCREENING) ROCKROSE LOW 5 GALLON 3-6' 3-6' S 0. D q yLJ tE 3 0 HESPERALOE PARVIFLORA RED YUCCA LOW 5 GALLON 3-4' 3-4' 5'0. OANIGOZANTHOS CULIIVARS KANGAROO RED PAW LOW 5 GALLON 5' 2-3' 3'0. Pere "'^ m a�E X (A. FLAVIDUS) Lehr pr p g m,o Lake Elsinore M,,�9v Hotel BCasino -v,m o FESTUCA IDAHOENSIS FESCUE LOW 5 GALLON 14" 10" 3' O. more Diamond p - © .. a o�� (BOTTOM OF BASIN) Q n U b0 - "3 GROUND COVER y �4 3 v -------- LLLLLLLLL ACHILLEA MILLEFOLIUM YARROW LOW 1 GALLON 6" 18" 3'O. A DROSANTHEMUM FLORIBUNDUM ROSE ICEPLANT LOW 1 GALLON 6" 5 5'0. 01 U MACFADYENA UNGUIS-CATI CAPS CLAW LOW 5 GALLON 10'0. 'PROSTRATUS' '— a C1 0 N© o W O� -" 21 I COMMERCIAL S • N \ o r� r�ialaxixft �A, �A, xEttt L J L J --- LL Q t 10 I OIO10 I Oh �'c�� L Q_ ®®® 13 z I x Ilo I ololo I old Nz " o LL 0 i R1ELI Uq NOPY i 0 8 5 L` • ELL \ T O Q z 'xism x x x = 2 W a d \�• �`LL L • C�2RUR WL CA SELF SERVE L- - - - - - - ( ') ` LL U LL + ZOW O . . w�� W U LtLIL L \ Q� J —► I I It DATE ISSUED: L 08/08/17 r I I SEt SCALE: . ^- xxxxxx x,x xxxxxx x,x,x L J A DRAWN BY CHECKED BV N 2'54'E 227'E 8220' 12 F. COHEN F. COHEIN PROJECT NUMBER: 17081 k7 / SHEET: SITE PLAID SCALE P-2(7-T ROOF DECK KEYNOTES GENERAL NOTES PRE-FABRICATED COOLER WALLS,CEILING,FLOOR,DOORS AND RACKS.MAINTAIN 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS.IN THE EVENT OF OMISSION OF 9. FIRE EXTINGUISHER:#10 CLASS ABC WITH ILL RATING 4A-60BC.SURFACE MOUNTED ON pul 2"AIR SPACE BETWEEN COOLER AND ADJACENT WALLS PER MANUFACTURES NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION PROJECT WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET.JL INDUSTRIES INC.(COSMIC 10E) SPECIFICATIONS.CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH PROJECT MANAGER. OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES. MANAGER. V) 4 i 2. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS,AND SITE GRADES PRIOR 10. CONTRACTOR TO INSTALL COAT HOOKS FOR EMPLOYEES.REFERENCE SHEET EF1 ITEM 220.I O MOP SINK;REFERENCE PLUMBING. TO START OF WORK. INSTALL 2 IN OFFICE AND 3 IN BACKROOM.LOCATION TO BE DETERMINED BYI I CONSTRUCTION PROJECT MANAGER.SEE DOOR HARDWARE SCHEDULES. 3�. PROVIDE SPACE FOR RECESSED BOX IN WALL FOR CO2 LINES AND PVC CONDUIT 3. VERIFY SIZE,LOCATION,AND CHARACTERISTICS,OF ALL WORK AND EQUIPMENT TO BE Z FOR POST MIX AND SLURPEE MACHINES. FURNISHED BY OWNER OR OTHERS,WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY 11. APPLY 3M SUN CONTROL WINDOW FILMS @ ALL SOUTH,EAST,AND WEST FACING GLASS CONSTRUCTION PERTAINING TO SAME IS BEGUN. (3M-1).NOTE NO FILM SHOULD BE APPLIED TO THE STOREFRONT DOORS.(REFERENCE FA PANELS;REFERENCE ELECTRICAL SHEETS. SHEET A6.1 FOR MATERIALS SCHEDULE). _ rc 4. ALL EXTERIOR WALL DIMENSIONS ON THE PLANS UNLESS OTHERWISE NOTED ARE TO > YJ 5�. STEEL COLUMN;REFERENCE STRUCTURAL SHEETS. OUTSIDE FACE OF SIP,CMU BLOCK OR STRUCTURAL SHEATHING. 12. G.C.TO FURNISH AND INSTALL IRIS BACKBOARD AT ISP DESK.REFERENCE MATERIALS W SCHEDULE ON SHEET A6.1. DOWNSPOUT;REFERENCE ELEVATIONS SHEET A3.1. 5. 2"AIR SPACE BETWEEN COOLER WALL AND BUILDING WALL,OR ANY EQUIPMENT ADJACENT TO COOLER.WALK-IN COOLER SUPPLIED BY 7-ELEVEN,INC,INSTALLATION TO BE DETERMINED BY CONSTRUCTION PROJECT MANAGER. 6. CONTRACTOR TO PROVIDE AND INSTALL WALL BACKING FOR WALL HUNG FIXTURES AND TOILET ACCESSORIES. WALL LEGEND 7. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED,MOISTURE RESISTANT WOOD. PREFABRICATED COOLER METAL STUD WALL RJ WALL 8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED:5.0 L.B.F.FOR INTERIOR � SUBSTRATE PER PLAN I SIPS PANEL WALL DOORS. COOLER WALL 9. ALL DOORS SHALL BE KEYLESS IN DIRECTION OF EGRESS. COOLER/ e a FREEZER n U 0. Q N�a A3.1 c�V U TOP OF CONC 13 2 h�JJ J u3 3 O COOLER/FREEZER WALL A70 68'-1" 71 ELECTRICAL N > V-61/4" 5'-10" V-101/4" 35'-71/4" 7'-11" 5'-53/4" 107 A c 7" 2" 6 2" 6 6 - ROOF DECK ROOF DECK u ICE FREEZE 0 7 3 <A4 O D D 108 107 17 El 109 G (/�J I� MEWS a I A7.0 y\� I D E �/ F 106 A2.1 I I �I B.O.CEILING I A A I I I I I SCHEDULED CEILING I I l METAL TOP TRACK I I 01 y 2„ I I METAL STUD STUD FRAMING 8'-811/16" 9'-11/8" 37'-911/16" - 7'-107/8" 4'-119/16" Ll PER WALL TAG BELOW i-SUBSTRATE PER PLAN EXISTING 3 EXTERIOR i i STRUCTURE/ I . . PARTITION/ A4.0 OR TENANT i i MTL STUD FRAMING STOREFRONT I WOMEN'S WALL i I EXTERIOR I SOUND BATT INSULATION SUBSTRATE I OR TENANT E co 105 I CDC TOTE I I @ RESTROOM ONLY PER PLAN WALL A 111 lCOOLER/ I I q A70 FREEZER I I yell I I MERCHANDISE - - I METAL STUD TRACK ICI/J y e I ATTACHED W/FASTENERS _ n ` r 101 N O A3.0 2 / 24" .MAX. TOP OF CONC TOPOFCONC - A 3'6"2 A31 OC 3-5/8"MTL.STUDS B COOLER/FREEZER WALL - 2'-6" 7'-11"N MIN. rn O AGAINST WALL COOLER = 0l/ VAULT " � � ROOF DECK ROOF DECK 1 00 104 O Q BACKROOM I Z O I 17 17 o q 104 N L0 I I I I SA ES 3 T O Q F.E. B.O.CEILING 1 2 4.0 co4 03 /V 1 SCHEDULED CEILING j j SCHEDULED CEILING SIM A70 rn/ SIM. A o fLLj O METAL TOP TRACK 13 7 4 5 '0 7 /y� A7.0 \ A7.0 A7.0 A7.0 A7.0 OFFICE ( IC O O p 5 BELOW 5 OH 103 \/L z_ J METAL STUD FRAMING METAL STUD FRAMING A.1 = F.E. - U) PER WALL TAG BELOW PER WALL TAG BELOW O J LL 111E 1I IL SUBSTRATE PER PLAN SUBSTRATE PER PLAN A 01 - z O LU I I �.J O 1 O 2 O EXTERIOR i A4.0 A4.0 LU 0_0 MTL STUD FRAMING WA TENANT I MTL STUD FRAMING 8 2 T-4•• Q J li l i SOUND BATT INSULATION IL @ RESTROOM ONLY 7" 2" 16'-8 1/2" 35'-4" 16'-0 1/2" DATE ISSUED: li l 14 114 25'-91/2" 17'-5" 24'-101/2" 08/08/17 I AZO I A7.0 y`� 68'-1" SCALE: I I I DRAWN BY: CHECKED BY: METAL STUD TRACK i METAL STUD TRACK F. COHEN F. COHEN ATTACHED W/FASTENERS i ATTACHED W/FASTENERS 24"O.C.MAX. 24"O.C.MAX. A3.0 PROJECT NUMBER: TOPOF CO TOP OF CONC 17081 O5/8 3- "MTL.STUDS 3-5/8"MTL.STUDS O ISI#9 AB 6"MTL.STUDS 1 1.1 1.2 2 SHEET: N (WALL TYPES OFLOOR PLAN ® A2.0 NOTE:REFERENCE A2.2 FOR WALL FINISH AND SUBSTRATE TYPES. 7 43 SIP-RIGHT 12 8 15 13 3 1 7 CaOR * * C + * A C + '-C A. BEHR SILVER SHADOW#N510-1 T.280. TOWER B. BEHR PINCIL SKETCH#14500-4 C. BEHR 100MPH#P170-7 D. BEHR CARBON#520-7 +24'-0" T.O. PARAPET 114MATERIAL co Z 1. SMOOTH FINISH STUCCO O +20'-0" �® �� 2. ACM SHEET METALWT.O. PARAPET 3. 2"ALUMINUM REVEAL 2 4. PREFAB FOAM STUCCO FINISH TOP CORNICE 18"H STUCCO - OVERHANG TRIM B 5. 6"PREFAB FOAM STUCCO FINISH TRIM D 6. 12"W PREFAB STUCCO FINISH TRIM 7. PREFAB FOAM STUCCO FINISH TOP CORNICE 6. 1/2"TEMPERED GLASS STORE FROM GLAZING WITH 2"ALUM. � ® * TRIM 1 9. 3X7 SOLID METAL DOOR z a A 1. METAL AWNING WITH SUSPENDED CABLE m g �R 1, 11. POP ADVERTISING SIGNAGE(SEPARATE PERMIT) * 12. ILLUMINATED 7-ELEVEN SIGNAGE(SEPARATE PERMIT) r-^ a Imo 3 13. 3'XXS7H ALUMINUM DOOR WITH 1/4°TEMPERED GLASS CARWA bi) �G3 -x3 * 14. WALL PACK LED LIGHTING y s 4 3 15. ELECTRICAL PANELS A B 16. CMU BLOCK WALL AGAINST ADJACENT BUILDING ti - +0'-0" IL-IL-]I=L I I I MATERIAL WEST ELEVATION U� � N© :;` E aoR w +24'-0" +24'-0" T.O. PARAPET T.O. TOWER C +20'-0" +20'-0" 1 T.O. PARAPET T.O. PARAPET A F ❑I oo 'B ®DF 5 - - - - D � - - - - - - - - - - - - - 1 — - - - - - - - - - - - - - - - - - - - I— - - � . — - - - - -1 14 1 r A 1 A 09� 3 o- —j co +0,-o,, T @ 0� F NORTH ELEVATION SOUTH ELEVATION N� Cp I `ZN W +24'-0" T m _ T.O. TOWER 4 — Q Q 1 cow V A �L a: C)2 z � — T ❑a oo � 'B o ao - - - D o �Z0 Co Lu w — — — — — — — — - - - - - ! — — — - - - - - Ww o 14 M� � r ® ® Q^^ 1 DATE ISSUED: A 08/08/17 1 SCALE: 1IM� 15 A DRAWN BY: CHECKED BY F. COHEN F. COHEN 3 PROJECT NUMBER: * 17081 ISI#9 1 SHEET: EAST ELEVATION A"21 126'-8' 25'-4* 5'-1" 3'-6* 5'-5" 10'-8" • 10'-8- 10'-8" 7'-2w 3'-6- 6-0" Cn z 0 o Jn "ACIJUM 8 Ld F " ROW 96T I ---------- ------------ ------------------------------------------ ----------------------------------- ----------------------------------------- ------------------------ --- -------------------------- ----------------------------------------- VENDING VENDING • rO HDR/WATER MACHINE M E Y'-GLASS BLOCK WALL MACHINE STRIP DPAN CAR W.A.011­11 -rUNNE=-L- E• SLOPE 3% SO % :r -Ca T J, L LINES WATER ro GLASS BLOCK WALL In (l (3)1'ELECTRICAL CONDUITS 4�v E ti OFFICE ---------------- ----- ----------------- ---- --------------- -CAR WASH STORAGE.------------ L O L CONCRETE PAD ---------- -- ------------------- ............ ----------------------------- OPERATION ---------------------- ---------------- ------------------- --------------- RESTROW STUB Up HOT/COLD RQT/__ L UP WATER FOR M PROVIDE WAS AND VENT PO 7 R DRYER . 10'-8" 10'-8* 10'-8" 10'-8" 10'-8" 6'-0" 1 -7' 8-2- W-5, 132'-e t2 DOOR SCHEDULE 0 0- DESCRIPTION 31X 7'ALUMINUM DOOR W/WEATHER-STRIPPING&10"KICK PLATE HINGES 1 1/2 PR.4 1/2 x 4 1/2 BUTT HINGES(FIX PIN) <,&HARDWARE ADAMS RITE MAXIMUM SECURITY HOOK LOCK 14'-0* -8. HANDLES PULL HANDLE(EXTERIOR)-PUSH BAR(INTERIOR) 8. DOOR CLOSER:INTERNATIONAL #54 ALUMINUM FINISH 26- THRESHOLD PEMKO#200-5AV X 6'ALUMINUM 4* FINISH ALUMINUM ANODIZED Q_j MISC. 1/4"TEMPERED CLEAR PLATE GLASS 4--4)' 3'-4' T__ NOTE: ALL EXTERIOR DOORS MUST BE'KEYED'ACCESSIBLE FOR EMERGENCY ACCESS FOR THE FIRE DEPARTMENT DESCRIPTION 3-X 7'HOLLOW CORE METAL DOOR 0 HINGES 1 1/2 PR.4 1/2 4 1/2 BUTT HINGES <&HARDWARE SCHLAGE OLYMPIAD D50 PD-26D(LEVEL HANDLES) DOOR CLOSER:INTERNATIONAL#54 ALUMINUM t-+4 c) < THRESHOLD N/A --------------- FINISH PAINT TO MATCH WALL co DESCRIPTION 3'X 7'HOLLOW CORE METAL DOOR 0 0 Lo <,>HINGES 1 1/2 PR.4 1/2 x 4 1/2 BUTT HINGES �61 Z c\j HARDWARE SCHLAGE OLYMPIAD D50 PD-26D(LEVEL HANDLES) DOOR CLOSER:INTERNATIONAL#54 ALUMINUM THRESHOLD PEMKO-#200-5A 36"W/VINYL SWEEP#307-AV FINISH PAINT TO MATCH WALL 0 DESCRIPTION 3'X 7'FIBERGLASS DOOR./WEATHER STRIPPING -12<*HINGES 1 1/2 PR.4 1/2 x 4 1/2 BUTT HINGES OFFICE co U- HARDWARE SCHLAGE OLYMPIAD D50 PD-26D(LEVEL HANDLES) DOOR CLOSER:INTERNATIONAL#54 ALUMINUM co Ld THRESHOLD PEMKO-200-5AVx36"W1 VINYL SWEEP#307-AV FINISH FIBERGLASS IN GRAY PER MANUFACTURE misc /4-TEMPERED GLASS(HALF TOP DOOR) •'7 0 STOREFRONT NOTES DIN co 1. STOREFRONI AL FRAME AS MANUFACTURED BY MSTAWALL OR EQ.,SERIES PER GLAZING REG TS.,2-X 4 1/2-, ------------------------------------------------ FRONT LOADED GLAZING,w/CLEAR ANODIZED ALUMINUM FINISH,ALTERNATE AND EQUIVALENT I I �_] _j STOREFRONT FRAME AS MANUFACTURED BY U.S.ALUMINUM OR OTHER AS APPROVED BY CHEVRON 4 G. Z C Lu REPRESENTATIVE. 't_0 0 I 2. STANDARD STOREFRONT GLAZING SHALL BE 1/4-CLEAR TEMPERED GLASS.(TYP.) 6'-8- 16'-0* 81-0. LU- 3. VERIFY ALL WINDOW SIZES IN FIELD PRIOR TO FABRICATION. 30'-8- T--- 00 ui 4. GLAZING AND STOREFRONTS SHALL CONFORM TO LOCAL WIND LOAD REQUIREMENTS.GLAZING MATERIAL 0 THICKNESS,AND LAMINATION AND/OR MULLION DESIGN IS SUBIECT TO CHANGE. 0:DATE ISSUED cl) a- : 2nd STORY OFFICE FLOOR PLAN 08/08/17 FLOOR PLAN NOTES SCALE 1. 3 1/2"MIN..ACOUSTIC BATT INSULATION REQUIRED IN ALL RESTROOM WALLS AND COUNG. 2. WALL DIMENSIONS ARE TO FACE OF STUD,OR CMU. DRAWN BY: [CHECKED By FLOOR SINK DIMENSIONS ARE FROM FACE OF SLAB U.N.O. F. COHEN I F. COHEN 3. ACCESSIBILITY DESIGN STANDARD: ADA TITLE 24 CBC 2013 PROJECT NUMBER 4. ALL SEALANT TO BE PAINTABLE. 5. AUGN EXTERIOR FACE OF PLYWOOD AND FOUNDATION FACE OF CONCRETE(TYP.). 17081 6. ALIGN DOWEL JOINTS W/TILE LAYOUT.FOR TILE LAYOUT AND SPECIFICATIONS,SEE SHEET A07. IsI#q 7. ALL WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED D UGLAS FIR U.O.N.TYP. HEET a. COUNTERS FOR PASS-THRU WINDOWS AND TRANSACTION STATIONS SHALL.BE 28"-34"HIGH AND 36"MIN.WIDE 9. IN OTHER THAN DWELUNG UNITS,TOILET ROOM FLOORS SHALL HAVE A SMOOTH.HARD,NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CONCRETE,CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTEND UPWARD ONTO THE WALLS AT LEAST 4 INCHES.WALLS WITHIN 24 INCHES OF THE SERVICE SINKS, CWA.1.1 WATER CLOSETS AND URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48 INCHES AND,EXCEPT FOR SMUCW ELEMENTS, SUCH WALLS SHALL BE TYPE WHICH IS NOT ADVERSELY CTED BY.6XERE__(Rt_12U1._2D2)N 1 8 5 A * D +27+27'-0' T.OY TO (VARIES) 4 7 C C 1 1 3 1 8 15 5 12 2 17 1 A B * A * C D B C * A +z0'- T 12 ,B O - B B Be r rl Bros 5 > 5 D w D 17 AR WASH 3 io B z a --E SOUTH ELEVATION(PAYPOINT AREA) �p o ; COLOR +27'-0 T.O.O.TES) A. BEHR SILVER SHADOW#N510-1 7 � s B. BEHR PINCIL SKETCH ON500-4 5 1 12 A D A B () C. BEHR 100MPH/P170-7 17 1 +20'-0" 15 1 2 6 * A D. BEHR CARBON#520-7 T.O.TOWER * A C C 12 B 2 17 C>a 71 a' MATERIAL 22 1. SMOOTH FINISH STUCCO N© 2. ACM SHEET METAL (\T O 3. 2"ALUMINUM REVEAL 3 A wAA/ `'r 4. PREFAB FOAM STUCCO FINISH TOP CORNICE 18"H STUCCO 7 4 OVERHANG TRIM 1 O C * A 5. 6"PREFAB FOAM STUCCO FINISH TRIM A /� /� /� J 6. 12"W PREFAB STUCCO FINISH TRIM 7. PREFAB TOM STUCCO FINISH TOP CORNICE A g +27 6 4 8. 1/2"TEMPERED GLASS STORE FROM GLAZING WITH 2"MUM. 15 A T.O.T0 WER C TRIM * 7 9. 30 SOLID METAL DOOR CAR WASH SIGNAGE UNDER SEPARATE +0'-0" 0 PERMIT . . 1 10. METAL AWNING WITH SUSPENDED CABLE. 4 WEST ELEVATION(EXIT) A c C T.O. ROO 11. STANDING SEAM METAL ROOFING-MS METAL SALES- l 2 F 0 PROLOG II ICC#:ER-5912 17 2 2 2 B 12 12. HORIZONTAL METAL SIDING BY:MS METAL SALES II * C D A B ER-5912 5 13, 3'X7'ALUMINUM DOOR WITH 1/4"TEMPERED GLASS CAR D WASH 2 14. STEEL CANOPY COLUMNS B.O. OVERHANG 14 17 C 15. OVERHEAD DOORS(OPEN DURING OPERATION) A * 3 16. CAR WASH ITEMS VENDING MACHINES. 8 / * Qo 17. SIGNAGE UNDER SEPARATE PERMIT * g T J Z ATERIAL * / A Q 0 Q aoR O 0 6 A W I `Z N LU EAST ELEVATION(ENTRANCE) T _ I CD O T.O.TOW +27'-6 ER co" U 9 4 7 Lu a:C C Qo/^rn U * * A C A 1 +20'-0' 4 •• O co Lu T.O. J 12 8 c nzO Lu e * 1B w LL� L O s MM D D EL J +12'-0" ISSUED: DATE SS B.O. OVERHANG 17 3 A IU * 08/08/17 SCALE A VENDING �� �'� /' �/ // %� �j / r /� �/ / / VENDING 3 * DRAWN BY: CHECKED BV: 8 / // r / r / / /r /r / / fo f/ i6 1 F. Y. F. COHEN �/ �r �� �/ A PROJECT NUMBER 1 it /� ��r �� r �� a B ISI#g SHEET NORTH ELEVATION(VACUUM AREA) CWA.2.1 22'-4" 22'-4" 22'-4" 8'-6 13'-10" 11'-2" 11'-2" 13'-10" 8'-6" Q__s_-_____ A _______________ ________________ ___________ L (n ® 0 ° ® ® O I I > I I � I I I I I I I I I I o I I I I I =a MaE � E iia O O O O © O O O ® I Q a U^o I I qs I I � I I - I I U � i �o E E NEW WHITE ACM FASCIA WITH- 7 - I I 11 STRIPES MP.ALL SIDES) I I I I I I 00 0 ® ® I I I , NEW WHITE CANOPY NEW WHITE CANOPY COLUMN COLUMN . . CANOPY FLOOR PLAN SCALE: 1/8"=1'-O" NEW DISPENSER 0 0 QJ T-- SOUTH ELEVATION ®< NORTH ELEVATION OPPOSITE SCALE: 1/4"=1'-O" I z o Lo NZ C\j Q ORANGE STRIPE O W GREEN STRIPE NEW WHITE ACM FASCIA W RED STRIPE 711 STRIPES(TYP.ALL SIDES) `c/o v J 0Ln m W -__ c o �- NEW 3 D O J "BB"BUG(TYP. 0 OF 3) NEW 36"711 SIG `'I""I o 00 U IL Q C� DATE ISSUED: 08/08/17 SCALE: DRAWN BY: CHECKED BY: F. COHEN F. COHEN PROJECT NUMBER: 17081 SI#9 _.HEET. WEST ELEVATION CA.1.1 EAST ELEVATION OPPOSITE(STRIPE ONLY) SCALE: 1/4"=1'-O" N7f02'S4'E cn y/`�, n \ \ z / �V at f 10® I O I O® I O I O® I 01! \ F., w \C IOo I O I O© I O I OO I I ®I I X 3 _ y ~ o x E u \ ., . I 'rn o 10 I O I OI O I OI SELF SERVE 7Z `U.CA WAH TUNNEL c ------------------------------- i erri Bros -0 � �n J N7f02'54 N7r02'27'E 82.20' 1 'E PLOT PLAN 7'-0- SIGN SCHEDULE p NO. DESCRIPTION ILLUM.STATUS AREA QTY. TOTAL ` 1 CANOPY SIGN YES NEW 15.0 1 15.0 2 MONUMENT SIGN NEW 3 MONUMENT SIGN YES NEW 48.0 1 48.0 4 WALL SIGN YES NEW 96.0 1 96.0 WALL SIGN YES 60.0 1 60.0 0 RED METAL GAaMEr 5 NEW A+TI� .. ... .. Vim: j 6 WALL SIGN YES NEW 28.0 1 28.0 4j. ELEVEn D MESSAGE D]NiD WALL SIGN YES NEW 138.0 1 138.0 8 WALL SIGN Y NEW 95.0 1 95.0 TOTAL SIGN: 542.Osf 1 ALUMINUM SILVER METAL TRIM BLACK OPAQUE B1(J(GRWN IWUMINITEO CANNEL LETTERS 3'-0" 3'-0" WHITE TRANSLUCENT LETTER ON BLACK OPAQUE BACKGROUND RED TRANSLUCENT RI 1 CANOPY FASCIA SIGNAGE ON BUCK OPAQUE BACKGROUND SCALE: 1"=1'-0" 1'-0"y 6+-0• •1'-D" 7'-3° J 3•- 6-1 T— Z /UIMNUM SILVER METAL 815E 4 OQ Q Self Serve Gasoline I cr J RACK OPAQUE BACKGROUN Cash re d it/Debi[ TRINSLUCENT LETTER � O ON BLACK OPAQUE BACKGROUND OPINE TP.WSLUCENT LETTER Regular Regular 3 CAR WASH MONUMENT SIGN c"� SCALE: 1/2"=l'-0 L('� 7 ON RACK D TRANA ESLUCENT BACKGROUND LID PRICING O 6'-0" 15•-6" foss Ar ry I\ N L� RED 1RANGI.UCFM RING— L G A\l U\ am ON SLACK OPAQUE BACKGROUND P In s P In s ? T— O ry A wAsH 1 a U) WHITE BACKGROUND ORANGE STRIPE-- � IRPgrLem ium RP��yrem ium P //� /y� 1 R /jam �[\7 M LU GREEN SR6E M!k®® IHb®® V 1 1 1 L 1 O ✓ C U5 U Q q Ex Tess C4� � w RmsTraE ELEVEN �;ese,nz pie ,«qz C A A S-H 555 LED PRICING �L Z STUCCO FlNISH 0 2'-6" 4'-6" 2'-6" CO J O J EL LV O g LOGO WALL SIGN 7 CAR WASH WALL SIGN SCALE: 1/4"=1'-0 8 CAR WASH WALL SIGN SCALE: 1/4"=1'-o �00 U 0�\ LU m SCALE: 3 8"=1'-0" W � I..L 2 rQ MONUMENT SIGN J SCALE: 1/2"=1'-0 WE BACKGROUND DATE ISSUED: RANGE STRIPE 08/08/17 WHITE BACKGROUND SCALE GE STRIPE KEN STRPE DRAWN BY: CHECKED BY: REEx STRIPE � W STRIPE F. COHEN F. COHEN PROJECT NUMBER: STRIPE - 17081 ISI#9 SHEET: SN.1.1 5 C—STORE WALL SIGN 4 C—STORE WALL SIGN SCALE: 1 2'"=1'-0" t vi �■ NONE t; k♦. y ♦ ■ - / • Jim • -. .r J:f 1 F r. ,la l• � �,f. SEE NEWEEMEEMENIMSE I� W EE l EE!EN! !!!!!!!!!!� !!!!!_M!!!!!!!!!!!!!!!!!!!!!!!!!1 t; F•.;. on !!!!!!!!!MINE!!!!=!!!= EIEMMMEEIMMEEMEE MINE INEENEMENEE p !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1 ENIMEEMEMEMNEWEE !!!!W!!ENIN ■!! •■!!!!!! ENlMEE!!!!!!!!Ii C _ B WAS f a WEST ELEVATK)N ��■ EAST ELEVATM(ENTRANCE) ■���■� job- ■rfff((( MDINC AL • •� f �r Jr SOUTH ELEVATION NORTH ELEVATION OPPOSITE SCALE: 1/4"=1'-0" FmAlo I i 1 i I i i I sic WEST ELEVATION EAST ELEVATION OPPOSITE (STRIPE ONLY) SCALE: 1/4'=1'-0" QE8/ U 31800 MISSION TRAIL, LAKE ELSINORE, CALIFORNIA COLOR BOARD and SITE AMENITIES PACKAGE Imperial Stations Gas Station and Convenience Store 31800 Mission Trail Lake Elsinore, CA. April 7, 2020 Prepared by: DES � GJ+G 1 s1 Ir��_ U Design Planning Permitting • 7 22485 La Palma Avenue, Suite 202 Yorba Linda, CA 92887 P: 714.920.9643 F: 714.917.0250 www.cjccorp.com Prepared for: City of Lake Elsinore, CA 1. Exterior Finishes A. Smooth Finish Stucco La Habra Stucco 678 B. Corrugated Wall MS Metal Sales or equal www.metalsales.us.com "'s Corrugated 34-213'(Wall Coveragel 1---I 2 2� Design ,CJC .. C. Acrylic Composite Metal Panels (ACM) — Canopy fascia i Q. C. Standing Seam metal roof MS Metal Sales or equal www.metalsales.us.com 12"16"or IEr Coverage n l 1 i 5/8' CJC Design , ...- ll. Paint Colors Behr A. N510-1 SILVER SHADOW B. N500-4 PENCIL SKETCH C. N520-7 CARBON D. Pl 70-7 100 MPH III. Hardscape at driveways L.M. Scofield Company 6533 Bandini Boulevard Los Angeles, CA 90040 P: 800.800.9900; F: 323.720.3033 www.scofield.com - Scofield Concrete — Padre Brown (Lithochrome e Chemstain) i IV. Site Lighting LSI Industries LED Yard light LSI Slice (XLCS) MEMO V. Window Glazing Tubelite Anodized Aluminum Glazing #14000 series 1/0 VI. Awnings A. Metal Awning Wall Section EXTERIOR WALL STEEL WALL CLEAT 1 1124 STEEL ROD oe w STEEL BASE CLEAT > T.O. STOREFRONT VARIES PER PtAN STEEL AWNING NOTE. 1. ALL STEEL TO BE PAINTED, (TYP.) ALUM. AND GLASS STOREFRONT 2• PROVIDE BLOCKII AT ATTACHMENTS B. Metal Awning Plan MC SX20 STEM LINE OF BUILDING BELOW CHANNEL 16 GA_PERFORATED MTL SCREEN (SEE ITEM 6 I�STEEL CHAN FOR MORE INFO.} BOLTED TO WALL SEE DETAIL) STEEL WALL CLLAT I I I I I (SEE DETAIL) I I l I II II CL W SJ118 STEEL j MI � oa CMNEL .caa a aoaa <engp00 STEEL BASE CLEAN' r� .000aoouoa W/ 1 1/2"DIA.TENSION .00::=oaoo .s0000aooaoo T .000v0000aoao ROD (SEE DETAIL) EQUAL EQUAL C. Metal Awning Connection At Storefront LINE OF BU ILDVG r BLOCKING AT WOOD AND MFTAI STUD WALLS, �- - - 1/2' DIA. METAL 30LT AT EACH END CHANNEL WITH DOUBLE NUT AT CHANNEL FLASH FINISH A- TOP OF STOREFRONT I I D. Metal Awning Fascia 1"X 7"X 1/8' G ALV. STEE: 1/?VA. ROD -THREAD ANGLE, MITER 6 BUTT TO 3/Ir DIA, AS SHOWN WFID CORNERS �.� 16 GA. PERFORATED SHEET METAL SCREEN 12' Q.C. MC 8X20 STEEL CHANNEL AT ALL I'OUR 5 L)t5 E. Wall Cleat At Meta 1 A wning CONNECTION PIR STRUC LIRAL 5m J J �— 8'S�'Sc3/d'STEEL J BASE PLATE EASE PLATE FIEVATION LNE OF FINISH .1. F. Base Cleat At Metal Awning 1 1/7 DIA.STEEL ROO CLEVIS NO.3 1/7, TOP&IlOTTOM r DN. PIN W/NUT ON ONE SIDE, COZTER PIN m 4% � AT OTHER SIDE. !V 3/4•PLATE WITH \ 2 1116'PIN HOLE WELD PER STRUCTURAL TOP OF CHANWL AND TUBE 3/ 2 7/8' 1 518' 114