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HomeMy WebLinkAboutPGP_As Built_29300 Central Ave_16-642 TO 16-652 GRADING NOTES DEMOLITION NOTES & QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE KITH THE CITY OF LAKE ELSINORE MUNICIPAL CITY OF LAKE ELSINORE 1 REMOVE AND DISPOSE OF EXISTING CURB. AND DISPOSE OF EXISTING BUILDING. 1 EA.❑ CODE AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 2 UNIFORM BUSINESS CODE,CHAPTER 33. 747 L.F. c9 P� 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE 1EREMOVE AND DISPOSE OF EXISTING TANK. 1 L.S. ELSINORE,PRIOR TO ANY OPERATION. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 4 REMOVE AND DISPOSE OF EXISTING WALL. 147 L.F. 6. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF PM N O. 22930 PARCEL 1 ❑ 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES AND ALLUVIAL,COULUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 4,, U.S.A ALERT(1-BOO-422-4133)48 HOURS PRIOR TO GRADING. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING ❑5 REMOVE AND DISPOSE OF EXISTING CONCRETE. 3,591 S.F. F'P TE AND FILLING OPERATIONS. 6 REMOVE AND DISPOSE OF EXISTING AC PAYING. 28,422 S.F. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS C. DURING INSTALLATION IF BUTTRESS AND CANYON SUB-DRAINS AND FILLER MATERIAL. PRECISE GRADING PLAN ❑ IN ADVANCE OF BEGINNING GRADING OPERATIONS. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ❑REMOVE AND DISPOSE OF EXISTING TREE 6 EA 9� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY 25. EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT ©REMOVE AND DISPOSE OF EXISTING STREET LIGHT. 3 EA ENGINEER. 12"ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS, ❑9 SANDBLAST EXISTING PARKING STRIPING. 1 LS. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS; TREES,20'ON CITY OF OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. CENTER;COMBINATIONS,15'ON CENTERS. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE 10 CONTRACTOR TO REMOVE AND REPLACE EXISTING KE ELSINORE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.,CHAPTER 70. LANDSCAPING AT THE DIRECTION OF THE LANDSCAPE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS ARCHITECTURAL PLANS(BY OTHERS)AND NOT THIS PLAN. 8,285 S.F. OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE RONSON MUST BE USED THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 11 EXISTING CARWASH CLARIFIER TANKS TO BE RELOCATED. 1 L.S. B. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING CONSTRUCTION NOTES 8 QUANTITIES MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD. THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. O7 AREA LIGHTING PER ARCHITECTURTAL PLAN. XX EA VICINITY MAP INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE �/ N.T.S.PLACING OF FILL. 29. THE LOCATION AND PROTECTION OF ALL UTIUTIES IS THE RESPONSIBIUTY OF THE O CONSTRUCT 6°CURB AND GUTTER"TYPE 6"PER PERMITTEE. CITY OF LAKE ELSINORE STD.DWG.NO.200. 24 LF. ADDRESS 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL 29300 CENTRAL AVENUE PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. O CONSTRUCT 6°CURB"TYPE 6A"PER CITY OF LAKE ELSINORE,CA 92532 LAKE ELSINORE STD.DWG.NO.202. 576 LF. 11. 1/2"P FOOT FOR MINIMUM OF 3 FINISH ER GRADE 0E THE N 1x AY MINI(MINIMUM)TO FLOWIJNE OF EARTH SWALE. OF GRADIN ALL GIOR WALLS AT NOT LESS THAN 31. SANITARY OPERATION SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION O4 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 4 ON SHEET G7. 1 EA ASSESSOR'S PARCEL NO. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OF FILL 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL �� O PAINT HANDICAP EMBLEM AND STRIPING PER DETAIL 5 APN(s): 377-p30-057-8 SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH ON SHEET G7. 1 L.S. SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.822 PRIOR TO THE APPROVAL OF nI OWNER: CUT OF FILL SLOPES. FINAL INSPECTION. C PAINT 4°WIDE WHITE TRAFFIC BEARING STRIPE(BLUE AT ACCESSIBILITY STALLS)(2 COATS MIN.) 1 L.S. CIRCLE K STORES,INC. 13. PROVIDE 5'WOE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH WEST COAST BUSINESS UNIT,CORONA,CA 92879 OVER 5'HIGH. THE SITE AND E SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING O INSTALL TRUNCATED DOMES PER DETAIL 7 ON SHEET G7. 1 L.S. CONTACT PERSON: MAINOR BOJORQUEZ DIRECTLY DR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN CENTRAL AVENUEPHONE: (951)270-5116 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP ON THESE PLANS. ---.. ®CONSTRUCT 4"THICK CONCRETE SIDEWALK(CLASS 520-C-2500). 506 S.F. OF CUT SLOPES. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, j PRIOR TO ROUGH GRADE APPROVALw O CONSTRUCT 72°WIDE"STEP-OFF*CONCRETE(CLASS 520-C-2500) TOPOGRAPHY 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ' PR DETAIL 9 ON SHEET G7. 89 S.F. 35. APPROXIMATE DATE OF: (�` SAXON ENGINEERING SURVEY PERFORMED BY: 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND Z � 10 CONSTRUCT ADA CURB RAMP(CLASS 520-C-2500) SAXON ENGINEERING SERVICE,INC. 16 PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS) BEGICOMPLETION:OPERATON:2DFEBRUARY 29.2016 w 1 PER DETAIL 10 ON SHEET G7. 1 EA 05-27-2014 AND EXPANSIVE CHARACTERISTICS OF THE SOIL ` 1 SEE SHEET GIS �"^ 1 11 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLAN. 1 EA BENCHMARK 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER THAN 3" 4 RE GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION Q REPORT EN A SOILS ENGINEER SHALL BE SUBMITTED IT THE BUILDING AND ENGINEERING WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3J IF FINISH GRADES,UNLESS THE p I °-- - L i, � 12 CONSTRUCT 6.5"P.C.C.(CLASS 520-C-2500)OVER 5-A.B.(CLASS II). 2,7904 S.F. BENCHMARK:A-93-1B LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS {III. DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 1 � - ELEVATION: 1286.6fi' ENGINEER. w 1 4 SEE SHEET G4 � 13 INSTALL 24"z24"PRECAST CONCRETE CATCH BASIN 18. THE SOILS ENGINEERING INVESTIGATION DATED SEPTEMBER 26,2014 PREPARED BY SALEM � ✓ (BROOKS/2424 OR APPROVED)WITH STEEL TRAFFIC GRATE. FROM THE INTERSECTION OF CHANEY STREET AND CgLR . v I - -- ENGINEERING GROUP,INC.AND THE ENGINEERING GEOLOGIC INVESTIGATION DAZED SEPTEMBR 37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN I ' SEE DETAIL 13 ON SHEET G7.PROVIDE DAS MANUFACTURING AVENUE,34.0 FEET EASTERLY OF THE CENTERUNE INSPECTION BEFORE APPROVAL ^ I ,� CENTERLINE26,2014 PREPARED BY SALEM ENGINEERING GROUP,INC.,SHALL BE CONSIDERED A PART OF w 3°X5P"STORM DRAIN MARKER,"ONLY RAIN IN THE STORM DRAIN". 1 EA INTERSECTION,43.0 FEET NORTHERLY OF THE CENT THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. 38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY 0 1 _ li�j OF COWER AVENUE,71.0 FEET EASTERLY OF THE THE BUILDING DEPARTMENT. '® 14 INSTALL 12"PVC(SDR32)STORM DRAIN LINE. 576 L.F. CENTERUNE OF A CONCRETE DRIVEWAY,15.5 FEET 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 1 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE WESTERLY OF A 12"DIAMETER MULBERRY TREE, FEET ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES) 'r��� 15 INSTALL 12"WOE PRO-SERIES CHANNEL DRAIN(NDS/840) SOUTHERLY OF A STREET LAMP,CHISELED IN THE T TOP. RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. ,-ALL, N STREET NTH CAST IRON HEAVY TRAFFIC CHANNEL GRATE(NDS/845) ADJACENT GROUND SHALL BE GIVEN. NPDES WPIDf. 8 33C374339 DATE PERMIT ISSUED: OCTOBER 2015 1 PER DETAIL 15 ON SHEET GO. 239 L.F. BASIS OF BEARINGS: 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR 20. ALL PROPERTY CORNERS SHALL E CLEARLY DEUNEATED IN THE FIELD PRIOR TO WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO INDEX MAP 16 CONSTRUCT 36"WIDE VALLEY GUTTER(CLASS 520-C-2500) THE BEARING OF,N 4646'41-W BEING THE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. REMOVAL AT OWNER'S EXPENSE. 1.=10D' PER DETAIL 16 ON SHEET G7. 78 L.F. SOUTHWESTERLY UNE OF PARCEL 1 AS SHOWN ON 17 PARCEL MAP NO.22930 IN THE CITY OF LAKE 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS & GEOLOGIST CERTIFICATION O INSTALL JENSEN PRECAST OIL-WATER SEPARATOR PER DETAIL 17 ON SHEET G7. 1 FA ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR OUT AND FILL SLOPES LEGAL DESCRIPTION AS PER MAP RECORDED IN BOOK 152,PAGES AND THIS GRADING PLAN HAS BEEN RENEWED BY THE UNDERSIGNED AND FOUND 65 OF PARCEL MAPS,RECORDS Of RIVERSIDE COO UNTY, OVER 30'IN VERTICAL HEIGHT. THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF RIVERSIDE,STATE OF TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE 18 INSTALL 8'BALL VALVE IN VALVE CAN. 1 EA STATE OF CALIFORNIA,IS THE BASIS OF BEARINGS FOR 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE CALIFORNIA,AND IS DESCRIBED AS FOLLOWS: FOLLOWING SOILS AND GEOLOGICAL REPORT FOR THIS PROJECT THIS SURVEY. FOOT. 19 ROUGH GRADE RAMP AREA TO ACCOMMODATE NEW RAMP. PARCEL 1 OF PARCEL MAP NO.22930,IN THE CITY OF LAKE ELSINORE.COUNTY OF RIVERSIDE, Entitled: PROPOSED ADDITION AT CIRCLE-K STORE DISPOSE OF SPOIL MATERIALS. 1 L.S. SOILS ENGINEER: 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE,IT MUST E STATE OF CALIFORNIA,AS PER MAP RECORDED IN BOOK 15Z PAGES 64 AND 65 OF PARCEL MAPS, 29300 CENTRAL AVENUE yp CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATIONCONSTRUCT 18"CURB OPENING PER DETAIL 20 ON SHEET G6. 1 EA RECORDS OF RIVERSIDE COUNTY,STATE OF CALIFORNIA. LAKE ELSINORE CALIFORNIA O SALEM ENGINEERING GROUP,INC. SHALL BE PLACED APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF 21 CONSTRUCT CONCRETE RAMP WALL(CLASS 520-C-2500) 11650 MISSION PARK DR., 108 FILL MATERIAL SLOPES GREATER T,AN 5:1 ARE REWIRED TO BE KEYED AND BENCHED. EXCEPTING UNDIVIDED Y2 FROM A PORTION THEREOF,AN UNDIVIDED INTEREST IN AND TO ALL OIL,GAS,NAPTHA RANCHO CUCAMONGA,CA 91730 AND OTHER HYDROCARBON SUBSTANCES AND MINERALS LYING IN,ON OR UNDER SAID LAND AS Firm Name: SALEM ENGINEERING GROUP,INC. PER DETAIL 21 ON SHEET G6 BY SEPARATE PERMIT. 192 LF. (909)980-6455 RESERVED BY JAMES D.McGUSH AND INEZ H.MCGUSH,HUSBAND AND WIFE,AS JOINT TENANTS IN 11650 MISSION PARK DR.,I108 22 CONSTRUCT VARIABLE HEIGHT CURB(CLASS 520-C-2500) UNAUTHORIZED CHANGES & USES DEED RECORDED JULY 18,1958,IN BOOK 2303,PAGE 465,OFFICIAL RECORDS. RANCHO CUCAMONGA,CA 91730 PER DETAIL 22 ON SHEET GO. 192 LF. ACREAGE CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE (909)980-6455 FOR,OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 23 NOTICE TO CONTRACTOR INSTALL PERMAVOID(150MM)MODULAR CELL SYSTEM OR APPROVED ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY Date: SEPTEMBER 26,2014 EQUAL BASIN SHALL DETAIN A TOTAL MINIMUM VOLUME OF TOTAL AREA TO BE DISTURBED: 31.116 ACRES THE PREPARER OF THESE PLANS. 1,600 CU.FT.FOR DETAIL 23 ON SHEET GB. 1 L.S. IT IS A REQUIREMENT OF THESE PLANS THAT ALL WORK DEPICTED HEREON SHALL BE STAKED B,.GIQrence Jiang +ers IO 3'l6 11 24 INSTALL 12°X12°PRECAST CONCRETE CATCH BASIN TOTAL SIZE OF CONSTRUCTION SITE: t1.116 ACRES NOTE: 1)THE PERMITTEE SHALL APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT FOR BY A LICENSED LAND SURVEYOR AS DEFINED BY THE STATE q•CALIFORNIA.FAILURE TO Geotechnical Engin Jignature Date 2 OR APPROVED).WITH STEEL TRAFFIC GRATE. AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE COUNTY RIGHT-OF-WAY. COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE CONTRACTOR BEING HELD FULLY UABLE SEE BROOKS OKS121 21 PROVIDE GAS MANUFACTURING 3"X5K"STORM FOR ANY ERRORS IN THE DESIGN AND CONSTRUCTION OF THE IMPROVEMENTS. SHEET 2)TWO SPECIAL INSPECTIONS ARE REQUIRED FOR PARKING LOT PAVING. ONE AFTER PARKING LOT By. DRAIN MARKER,-ONLY RAIN IN THE STORM DRAIN-. 1 EA SUBGRADE HAS BEEN GRADED AND COMPACTED,AND THE SECOND AFTER THE CONCRETE HAS BY WORKING FROM THESE PLANS THE CONTRACTOR AND HIS SUBCONTRACTORS ACKNOWLEDGE Engineering Geologist Signature Date BEEN PLACED. PRIOR TO REQUESTING THE FIRST INSPECTION,THE PERMITTEE SHALL SUBMIT A THAT THEY HAVE REVIEWED THESE PLANS THROUGHLY AND UNDERSTAND THE DESIGN INTENT 25 INSTALL 6"PVC(SDR32)STORM DRAIN UNE. 54 LF. COMPACTION REPORT FROM THE SOILS ENGINEER,CERTIFYING THE SUBGRADE HAS BEEN IMPLIED BY THE PLANS. THE CONTRACTOR FURTHER ACKNOWLEDGES THAT ONLY QUALIFIED CONTRTACTOR TO VERIFY FOUNDATION STRUCTURAL SECTION COMPACTED TO AT LEAST 90%OF MAXIMUM DENSITY. THE PERMITTEE SHALL ALSO SUBMIT FIELD PERSONNEL OF THE CONTRACTOR AND SUBCONTRACTOR ARE TO E UTILIZED IN AND FINISH FLOOR ELEVATION PER SOILS REPORT. 28 INSTALL STREET SIGN"PRIVATE STREET"AND R11-4. 1 EA SHEET INDEX T. FURTHER THE CONTRACTOR ACKNOWLEDGES ACCORDANCE NTH THEN FROM ENGINEER ROVED GRADINGRPLANAT THE SUBGRADE HAS BEEN GRADED IN THAT HIS FIELD PERSONNELNTING THE RFULLYIUNDERS AND THE DESIGN INTENT OF THESES PLANS. 27 CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY OF G1 TTLE SHEET CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED EARTHWORK ESTIMATES LAKE ELSINORE STD.DWG.NO.11BA. 321 S.F. G2 NOTES r I � G3 DEMOLITION PLAN DIG A �L R T CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE CUT FILL 28 CONSTRUCT 8°CURB"TYPE BA"PER CITY OF G4 PRECISE GRADING PLAN aAT AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF LAKE ELSINORE STD.DWG.NOL 203. 7 LF. G5 PRECISE GRADING PLAN CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT 110 CY 401 CY G6 DETAILS AND SECTIONS AL TALL FREE THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL INSTALL BIORETENTION TRENCH PER DETAIL 29 ON SHEET GO. 144 S.F. G7 DETAILS WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY 291 CY IMPORT " G8 DETAILS 800-227-2600 AND HOLD DESIGN PROFESSIONAL HARMLESS ROM ANY AND ALL LIABILITY,REAL OR ALLEGED, ABOVE FIGURES DO NOT INCLUDE SHRINKAGE,SUBSIDENCE, 3D INSTALL CONCRETE WHEELSTOP PER DETAIL 30 ON SHEET G8. 10 EA G9 EROSION CONTROL PLAN IN CONNECTION WITH THE PERFORMANCE OF WORK ON T HIS PROJECT,EXCEPTING UABIUTY G10 HORIZONTAL CONTROL PLAN EAST TWO DAYS ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL OVER EXCAVATION,AND EXCAVATION FOR FOOTINGS. owmenglneenng BEFORE YOU DIG 31 CONSTRUCT CURB TRANSITION PER DETAIL 31 ON SHEET G6. 40 LF. G71 COMPOSITE UTUTY PLAN SAXON ENCINEERING SERVICES, INC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA V /O/7 /d 2605 TEMPLE HEIGHTS DRIVE,SUITE A,OCEANSIDE.CA 92056 32 INSTALL PARKWAY CULVERT"TYPE A"PER CITY OF LAKE WDID#8 33C374339 1 C RG Z TEL:949.366.2180 FAX:800.653.4193 ELSINORE STD.DWG.NO.3DOA S=2'. 17 LF. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE APPROPRIATE PREPARED BY: Q�OFESSTO SHEET G1 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ."O M.Sq 0 CITY OF LAKE ELSINORE ISSUED, C =' Z TITLE SHEET J�LIQ,OL dta �Q J /G.�T""C. J - 911pl Elo °L EO•�70/17 A. 44180 SCALE: N/A BENCH MARK: PM NO. 22930 PARCEL I OF SHEETS BRAD FAGRELL,RCE N 43920 DATE KURT M. SAXON RCE:44180 DATE CERCLE-K STORE FILE No. CITY ENGINEER .1 CIVILFCAL% � DALE: SEE ABOVE 29300('ENTERAL AVENUE, W.O.#1,448-016 6-11-15 1 LAKE ELSMORE, CA 92532 `Le(04+14- I EROSION CONTROL NOTES NPDES/ STORM WATER POLLUTION NOTES PAVING NOTES ASPHALT CONCRETE PAVING (AC) PORTLAND CEMENT CONCRETE (PCC) 1) MINIMUM PARKING LOT GRADE SHALL BE 1X 1. ALL MATERIAL AND INSTALLATION OF AC PAVING AND AGGREGATE BASE SHALL CONFORM TO THE STANDARD 1. ALL MATERIAL AND INSTALLATION OF PCC PAVING AND CURBS SHALL CONFORM TO THE STANDARD 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE PATH CITY OF LAKE ELSINORE 1. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,'LATEST EDITION". SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION,"LATEST EDITION'.U.N.O. ORDINANCE NOS.529,772,802,1237,1004,CONSTRUCTION SITE BEST MANAGEMENT MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA 2) MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.5X PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL STORM WATER QUALITY ASSOCIATION(CASQA)HANDBOOK/WEBSITE FOR CONSTRUCTION TO 2. CONTRACTOR SHALL OBTAIN ALL PCC FROM THE SAME SOURCE THROUGHOUT THE COURSE OF 2. THE DEVELOPER CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 3) AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES 2. CONTRACTOR SHALL SUBMIT PROPOSED DESIGN MIX FOR REVIEW AND APPROVAL PRIOR TO START OF / RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. PRIOR TO PLACEMENT OF PAVING. CONSTRUCTION. CONSTRUCTION. 3. IN CASE OF EMERGENCY,CALL KENT ALLEN(RESPONSIBLE PERSON)AT 310-864-9124 THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPUCABLE (24-HOUR PHONE NUMBER). SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING, 4) ASPHALTIC EMULSION(FOG SEAL)SHALL BE APPLIED NOT LESS THAN FOURTEEN 3. CONTRACTOR SHALL NOT PLACE AC PAVING WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40'F 3. CONTRACTOR SHALL SUBMIT PCC DESIGN MIX FOR REVIEW AND APPROVAL BY THE DISTRICT AND DSA. 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT MULCHING OF STRAW, GRAVEL-BAGGING, DIVERSION DITCHES, RETENTION BASINS, ETC.) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED PCC PANNE IN DRIVEWAY AND APRON SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY,BY THE PERSON DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, AT A RATE OF 0.05 GALLONS PER SQUARE YARD,ASPHALT EMULSION SHALL 4. CONTRACTOR SHALL APPLY AN APPROVED WEED KILLER/SOIL STERILANT TO THE SUBGRADE PRIOR TO 4. AT 28 PAVING SIDEWALKS AND CURBS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI RESPONSIBLE FOR GRADING OPERATIONS. MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES CONFORM TO SECTION 37,39 AND 94 OF THE STATE STANDARD SPECIFICATION. PLACING AGGREGATE BASE COURSE.CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURE'S AT 28 DAYS.DESIGN MIX SHALL PROVIDE A 4 TO 6"SLUMP,AND A MINIMUM OF 5.5 SACKS/CY OF 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE UMITED TO ONLY THE PORTION OF THE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. RECOMMENDATIONS FOR USE AND APPLICATION OF THE PRODUCT. CEMENT AND 2-4%AIR ENTRAINMENT. SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED 2. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE 5) THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN 5. CONTRACTOR SHALL APPLY A SEAL COAT TO THE AC PAVING AREAS IN ACCORDANCE WITH THE 5. ALL PCC MATERIALS SHALL COMPLY WITH ASTM C150 NORMAL TYPE-1 PORTLAND TYPE,GRAY COLOR SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. CONTROL BOARD(RWOCB)-SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE, THE RIGHT-OF-WAY. MANUFACTURER'S INSTRUCTIONS.DO NOT APPLY SEAL COAT UNTIL 30 DAYS AFTER PLACING AC PAVING. FINE AND COURSE AGGREGATES SHALL COMPLY WITH ASTM C33 AND SHALL BE NON REACTIVE.ALL 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED 6) TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY WATER SHALL BE CLEAN AND NON DETRIMENTAL TO CONCRETE. HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL 6. CONTRACTOR SHALL PROTECT AC PAVING IMMEDIATELY AFTER PLACEMENT FROM MECHANICAL INJURY FOR WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS OTHER THAN STORM WATER (NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED DEPARTMENT.ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE TWO DAYS. 6. CONTRACTOR SHALL APPLY A CURING COIPWND CONFORMING TD ASTM C309 TYPE I-D,CLASS B ON PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT- CONSTRUCTION SECOND WHEN THE A.C.OR CONCRETE HAS BEEN PLACED. ALL PCC SURFACES.APPLICATION TO CONFORM TO MANUFACTURES INSTRUCTIONS. EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. ACTIVITY. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 7. CONTRACTOR SHALL PERFORM A ROOD TEST OF THE FINISHED AC PAVING. TEST SHALL BE CONDUCTED IN 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO SOLID OR UWID CHEMICAL WORK AREA,AND THE RELOCATION AND COST OF ALL EXISTING UTILITIES. THE PRESENCE OF THE DISTRICTS REPRESENTATIVE.WHERE WATER PONDS MORE THAN 1/8",CONTRACTOR 7, CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AS SHOWN ON ARCHITECTS PLANS, THE CONCLUSION OF EACH WORKING DAY. SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF SHALL FILL OR OTHERWISE CORRECT AC PAVING TO PROVIDE PROPER DRAINAGE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN PESTICIDES, HERBICIDES, FERTIUZERS, WOW PRESERVATIVES, AND ASBESTOS FIBERS, PAINT CONSTRUCTION AT(909)955-18DO. 8. CONTRACTOR SHALL PROVIDE APPROVED JOINT FILLERS BETWEEN PAVING COMPONENTS. AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR 8. CONTRACTOR SHALL PLACE AC PAVING IN TWO LIFTS. A 1 1/2"FIRST LIFT AND A 1 1/2"FINISH COURSE. 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE 8) A COMPACTION REPORT BY THE SOILS ENGINEER SHALL CERTIFY 95% 9. CONTRACTOR SHALL PROVIDE CONTROL JOINTS AS SHOWN ON THE ARCHITECTS PROJECT DRAWINGS. ENGINEER. WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; COMPACTION OF BASE FOR A.C.AND 90%COMPACTION FOR CONCRETE PRIOR 9. CONTRACTOR SHALL APPLY A'TACK COAT'BETWEEN PAVEMENT LAYER,AND CONCRETE SURFACES AT A 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT CONCRETE RATE OF 0.10 GAL/YD.TACK COAT SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE STANDARD 10. CONTRACTOR SHALL PROVIDE A SMOOTH FORM FINISH FOR ALL CURBS. PROVIDE BROOM FINISH FOR SHOWN ON THE APPROVED PLAN. FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD AND CONCRETE PAVING. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL ONSITE SIDEWALKS. 11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THEY MUST BE DETAILED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH 9) IF NO PREUMINARY SOILS REPORT IS PROVIDED TO SPECIFY THE PAVING SECTION, 10. AC PAVING SHALL BE B2-AR-4DDO FOR BASE COURSE AND C2-AR-4000 FOR FINISH COURSE. 11. CONTRACTOR SHALL PROTECT ALL PCC SURFACES FROM PEDESTRIAN TRAFFIC FOR 7 DAYS AND ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE LOCAL,STATE AND FEDERAL REQUIREMENTS. THE STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND VEHICLE TRAFFIC FOR 14 DAYS. CONTRACTOR SHALL PROTECT PCC FROM PREMATURE DRYING, FOLLOWING: 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION FOUR INCHES CLASS II AGGREGATE BASES. EXCESSIVE HOT OR COLD TEMPERATURES. a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL SYSTEM. 12. CONTRACTOR SHALL MAINTAIN A MAXIMUM VARIATION OF SURFACE FLATNESS OF 1/4'IN 10 FEET AND STABIUZATION MEASURES 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES A MAXIMUM VARIATION FROM TRUE POSITION OF 1/4'. c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. SHALL BE IMPLEMENTED TO EUMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, SPECIAL NOTES d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT DRAINAGE FACUTIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 13. CONTRACTOR SHALL COORDINATE THE TESTING OF PCC WITH THE DISTRICTS REPRESENTATIVE.THREE COMPACTION,ETC. 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABUSHED. FUEL TANK, PORTABLE 1. THE FOLLOWNG NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY CONCRETE TEST CYUNDERS FOR EVERY 50 CY OR LESS OF EACH CLASS OF CONCRETE PLACED EACH e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE THE ENGINEER OF WORK. DAY.ONE SLUMP TEST WILL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN.DISTRICT TO PAY UMITAIIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, FOR AND ARRANGE ALL TESTING.CONTRACTOR TO PROVIDE ALL TEST RESULTS TO CITY INSPECTOR. CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-UNES 2. PRIOR TO THE START OF CONSTRUCTION,THE CONTRACTOR SHALL EXAMINE ALL 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLANS AND CONTRACT DOCUMENTS AND SHALL INSPECT THE EXISTING 14. PAYMENT FOR PROVIDING ALL LABOR,MATERIALS,AND EQUIPMENT TO CONSTRUCT THE PCC SIDEWALKS, FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED PLACES ON THE DOWN-HILL SIDE OF THE UNERS TO CONTAIN DISCHARGES CONDITIONS IN THE FIELD AND SHALL REPORT IN WRITING ANY DISCREPANCY THUS CURB&PAVING AND ASSOCIATED APPURTENANCES DEPICTED HEREIN SHALL BE BASED UPON THE EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF NOTED TO THE ENGINEER OF WORK. SPECIFIC UNIT QUANTITY FOR EACH ITEM AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. THEREFORE. ATMOSPHERIC AGENCY(NOAA). 10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE PERMITS 13.BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION OF THE REWIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND FOR ALL WORK TO BE DONE,PRIOR TO INITIATING SUCH WORK. CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN ANY ASSOCIATED CONSTRUCTION STAGING AREAS. THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT 4. NEITHER THE CONTRACTOR NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY () HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING MEASURES OR DEVICES INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A CONFORMING TO ALL LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES OF ADJACENT NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES)PERMIT FROM THE REGIONAL LAWS AND REGULATIONS. PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE WATER QUALITY CONTROL BOARD. BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO 12,STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT 5. ALL LABOR AND MATERIALS FOR THIS PROJECT SHALL BE FURNISHED AND INSTALLED PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE BY THE CONTRACTOR,UNLESS OTHERWISE SPECIFIED. 15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL FINAL CERTIFICATE OF OCCUPANCY. MATERIAL AS REWIRED TO PROPERLY GRADE THIS PROJECT TO THE FINISHED GRADES BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS 13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED WRING THE WET SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS,AND THE SOILS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR ENGINEERS RECOMMENDATIONS.ALL IMPORTED FILL SHALL BE CERTIFIED OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. ENVIRONMENTALLY CLEAN BY AN INDEPENDENT TESTING AGENCY. 14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT 7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES TO PREVENT THE PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. STOCKPILES INACTIVE FOR A ACCUMULATION OF MUD ON PUBLIC STREETS,AND SHALL CONTROL DUST. LEGENDS 8. ABBREVATIONS PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT 15.SPECIAL ATTENTION SHALL BE GVEN TO PREPARATION AND INSTALLATION OF THE RAIN ADJACENT PROPERTIES AND/OR FACUTIES DURING GRADING OPERATIONS.ANYTHING - PROPERTY UNE (�) AB - AGGREGATE BASE P.L. - PROPERTY LINE EVENT ACTION PLAN REAP AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY DISTURBED,DAMAGED,OR DESTROYED SHALL BE ADJUSTED,REPAIRED OR REPLACED ----���� (REAP) -.,,„�„., AC - ASPHALTIC CONCRETE P.M. - PARCEL MAP THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT - CONSTRUCTION TO THE CONDITION EXISTING PRIOR TO GRADING AT THE CONTRACTOR'S EXPENSE. -- -- - EXISTING CONTOUR BED - BACKFLOW DEVICE P.S. - PARKING STALLS ACTIVITIES. 100 FINISH CONTOUR BLD - BUILDING R.C.E. - REGISTERED CIVIL ENGINEER 16.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND 9. ELEVATIONS AND CONTOURS SHOWN HEREON ARE TO FINISH GRADE UNLESS EXISTING GROUND BMB - BUS MAP BOX R. - RECORD WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE OTHERWISE NOTED.DURING GRADING,THE CONTRACTOR SHALL MAKE ALLOWANCES IN - - BSL - BUILDING SETBACK LINES R.O.W. - RIGHT OF WAY BINS. PAVED AREAS,AND LANDSCAPE AREAS TO ACCOMMODATE STRUCTURAL SECTIONS. - - FLOW LINE BW - BLOCK WALL RFL - ROOF LADDER 17.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM _r EXISTING WALL (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER 10. ALL GRADED SURFACES SHALL PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING GL - CENTERLINE S. - SOUTH DISCHARGES. OF WATER.THE CONTRACTOR SHALL CONTROL ALL SURFACE WATER TO AVOID GONG. - CONCRETE SCO - SEWER CLEANOUT 18.NPDES WDID f 8 33C374339 DATE WDID ISSUED: OCTOBER 2015 DAMAGE TO ADJOINING PROPERTIES OR TO FINISH WORK ON THE SITE,AND SHALL CP - CARPORT SD - STORM DRAIN 19.THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL PROPOSED BLDG - DRAIN INLET SC - SUB GRADE(COMPACTED) E OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PERMANENT DRAINAGE CONTROL MEASURES HAVE BEEN INSTALLED. E. - EAST S - SEWER MANHOLE PLANS. EP - EDGE OF PAVEMENT STUNBB - SIGNBOARD 11. GRADING TOLERANCES: VERTICAL+0.1',HORIZONTAL+0.5'.THESE LIMITS DO NOT EV - ELECTRIC VAULT SW - SIDEWALK RELIEVE THE CONTRACTORS RESPONSIBILITY FOR PROVIDING A FINISHED SURFACE FS - FINISH SURFACE TB - TELEPHONE BOOTH /G`✓`T�l�. �y -1/,'0/ICI THAT WILL NOT POND WATER. PROPOSED AC PAVING FH - FIRE HYDRANT TC - TOP OF CURB KURT M.SAXON RCE:44180 EXP:6/30/17 DATE GM - GAS METER TP - TRANSFORMER GP - GUARD POST T.E. - TRASH ENCLOSURE GRS - GRASS (TYP) - TYPICAL PROPOSED PCC PAVING HS - HANDICAP SIGN UV - UTILITY VAULT INV - INVERT W. - WEST LP - UGHTPOLE WIF - WROUGHT IRON FENCE PROPOSED RETAINING WALL M.R. - MISCELLANEOUS RECORDS W.S. - WATER SURFACE N. - NORT TW - TOP OF WALL NO. - NUMBER IF - TOP OF FOOTING OH - OVERHANG TRW - TOP OF RETAINING WALL *EXISTING UTILITIES PA - PLANTER AREA C.F. - CURB FACE NOTE: PGS - PAGES N.F. - NOT FOUND CONTRACTOR SHALL HIRE A UTILITY LOCATOR Al SEE ARCHITECTS PLANS FOR D I G A L-E R T HIS EXPENSE TO LOCATE ALL UNDERGROUND CONCRETE SCORE LINES AND nn. vv� UTILITIES. THE UTILITY LOCATIONS ARE TO BE CONTROL EXPANSION JOINT DIAL TOLL FREE PLOTTED ON THE SITE PLAN FOR THE LOCATIONS. 1-800-227-2600 CONTRACTORS USE DURING CONSTRUCTION AT LEAST TWO DAYS COPIES TO BE PROVIDED TO DISTRICT AND amonengineenng BEFORE YOU DIG ARCHITECT. ^ SAXON ENGINEERING SERVICES, INC UN➢ERGROUNO SERVICE ALERT[IF SDUTHERN CALIFORNI N A �� 10,7�/� 26a5 TEMPLE HEIGHTS DRIVE.SUITE A,OCEANSIDE,CA 92056 WDID#8 33C374339 (Inb TEL:949.366.2180 FAX:600.653.4193 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: Q�OFESSI CITY OF LAKE ELSINORE SHEET G2 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND F`'FS M�Sq,H! o ACCEPTABLE ,���J ti'�, WNO. 44180 m NOTES OF /D lq J 5;-- 4/�J/�` w Exp.6�30�17 SCALE: BENCH MARK: PM NO. 22930 PARCEL I SHED BRIO FAGRELL,RCE 0.43920 DATE KU/TIT M. SAXON BCE:441 BO DATE N/A SEE SHEET GI CIRCLE-K STORE FILE No. CITY ENGINEER pCIVILE ? DATE: 29300 CENTRAL AVENUE, rF CAL1 LAKE ELSINORE, CA 92532 ��(As W.O.y 1448-016 fi-11-15 k +� r \ ` f 4 a�\ / �. o� f ,�,.�I i•, ��' rt'1i( Y la'., ,, 'EXI IROTE /• \ s CURB R ! + (PRO <\ < c LIE �I t ^� Pf�OTECT) P.U.E. _ P.U.E. I 6 DEMOLITION NOTES ....,.. / REMOVE AND DISPOSE OF EXISTING BUILDING. 7/4 REMOVE AND DISPOSE OF EXISTING CURB. hv, 3 REMOVE AND DISPOSE OF EXISTING TANK. � REMOVE AND DISPOSE OF EXISTING WALL. � YICUTUNE � �5 REMOVE AND DISPOSE OF EXISTING CONCRETE. § :. I ;`.-� - °, '�- t' '• "` �6 REMOVE AND DISPOSE OF EXISTING AC PAYING. I a` ^ $AWCUT i �g CURB AN REMOVE D DISPOSE OF EXISTING TREE llNE +' • REMOVE AND DISPOSE OF EXISTING STREET LIGHT. EflS^1 _'-->„y ° • T + U#I��m ANDBLAST EXISTING PARKING STRIPING. " +o- �y { 4* 2 ^ �• B CONTRACTOR TO REMOVE AND REPLACE EXISTING v a ' LANDSCAPING AT THE DIRECTION OF THE LANDSCAPE - ARCHITECTURAL PLANS(BY OTHERS)AND NOT THIS PLAN. \ w @ a EXISTING CARWASH CLARIFIER TANKS TO BE RELOCATED. HLOF E � 4, : X.CURB s Pam 6 ,- CT) 'SAT UNE \ � �I ill r� v. 6 k I/ s e - ,:. ... \ w INGRESS/EGRC `_t�� �+ EASEMENT CURB \ 11 I r/ $� + 'tio �^• aoPROI JL EX.CbRii E. 11 B a q7� 1IpI (PR('jigCT, �' -7Z- EX:G j 19 ' _ Siitll "+ay, 'may SAWCUT LINE,. 8 UNE ....... ........!exc ... .. d .. �... = LLLA, I 1s. ." NOTE: D I G A L-E R T DEMOLITION ITEMS SHOWN ARE FOR CONTRACTOR GRAPHIC SCALE REFERENCE. CONTRACTOR SHALL INSPECT THE DIAL TOLL FRE PROJECT SITE AND VERIFY ALL REMOVALS REQUIRED 1-800-227-2600 TO COMPLETE WORK. ANY ADDITIONAL REMOVALS AT LEAST TWO DAYS NOT SHOWN IN THE PLAN SHALL BE CONSIDERED (IN FEET T engineering BEFORE YOU DIG COVERED BY THE OTHER CONSTRUCTION ITEMS I m_n= 20 :c OUTLINED HEREIN. SAXON ENGINEERING SERVICES, INC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFDRNI ^^'' A, /� 2505 TEMPLEHEIGHTS DRIVE,SUITE A.OCEANSIDE,CA 92056 WDID#8 33C3'I433(� V Q6 V V 10/7/A TEL:949.388.2180 FAX 800.653.4193 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE OTI THE APPROPRIATE PREPARED BY: Q'jOFE5SI SHEET G3 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND CITY OF LAKE ELSINORE ACCEPTABLEA,�kJ� oti`+1E —� DEMOLITION PLAN 7'dL4�tJ7 1014 ��a(^,. S g/,�/�� ��-%�180 A SCE' BENCH MARK: PM NO. 22930 PARCEL 1 � SHOTS BRAD FAGRELL,RCE N 43920 DATE KURT M.SAXON RCE:44180 DATE V} ! 1"-20 CIRCLE—R STORE FILE No. �1 CITY ENGINEER •9pX, c1y11. SEE SHEET G1 29300 CENTRAL AVENUE, L4 Os0AL1F GATE: J - W.O. 1448-016 6-11-15 LAKE ELSINORE. CA 92532 �Ll I MATCHLINE SEE SHEET G5 CONSTRUCTION NOTES j "I . _1� r.-: 77 7 ,7,, 7 7 SEE 7- 17= AREA LIGHTING PER ARCHITECTURTAL PLAN. -7 Till!(D r -Gg ' O CONSTRUCT V CURB AND GUTTER"TYPE 6'PER I CL�g A, 2 CITY OF LAKE ELSINORE STD.DWG.NO,200. (PR6TEO t 9.0 V 4 O CONSTRUCT 6'CURB"TYPE 6A*PER CITY OF 14 LAKE ELSINORE SM.DWG.NO.202. 30'4NGRESS AN!b"� ESS T.98 EGR S-Q.OJ5 194 TO �q 5.9%' FS Wdd PAINT HANDICAP EMBLEM AND STRIPING PER DETAIL 5 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 4 ON SHEET G7. •13 1 k4.43 ON SHEET 0 A8vd GT -42*PV( 3 1296.1'1 4_� 1130315 TC -O.m, IV Upt FS O PAINT 4'WIDE WHITE TRAFFIC BEARING STRIPE(BLUE AT wJQIN EX'CONGRETE ACCESSIBILITY STALLS)(2 COATS MIN.) 14 ITF, _4TP Ife, INSTALL TRUNCATED DOMES PER DETAIL 7 ON SHEET G7. 7:7 O CONSTRUCT 4"THICK CONCRETE SIDEWALK(CLASS 520-C-2500). .010 % 00, 311 1 L-�l 2:�PV6 W.;i5"-il ft-I'S_:-I' V MATCH M EX TYP. A) S4 I• ,__7w 77- F fs CONSTRUCT 12"WDE CONCRETE(CLASS 520-C-2500) A O Oz_m PER DETAIL 9 ON SHEET G7. C_� IJUzm.L �5 10 t -7 x� CONSTRUCT ADA CURB RAMP(CLASS 520-C-2500) •PER DETAIL 10 ON SHEET G7. L.7% \ 1302.0 FS PROPO CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLAN. 15 DFO CA FL a I - - - I I �c �l I \, I ,/ • PI4 DOCU p P.C.C.(CLASS 520 R/W FS 12 CONSTRUCT 6.5 -C-25DO)OVER 5'A.B.(CLASS A 46 13 INSTALL 24'24"PRECAST CONCRETE CATCH BASIN 34 > (BROOKS#2424 OR APPROVED)NTH STEEL TRAFFIC GRATE. FUTUR,1�,7 IX EX.CURB SEE DETAIL 13 ON SHEET G7.PROVIDE DAS MANUFACTURING 1402.46 3*X5%*STORM DRAIN MARKER,"ONLY RAIN IN THE STORM DRAIN' 5' 2 9.49 20' 14 INSTALL 12-PVC(SDR32)STORM DRAIN LINE. J=,"79 APP LOMATE LOC IIUN Ul- h .33,��l 15 INSTALL 12"WIDE PRO-SERIES CHANNEL DRAIN(NDS#840) INFI kj pfl-I P O WTH CAST IRON HEAVY TRAFFIC CHANNEL GRATE(NDS#845) TES; nj SEE ' • PER DETAIL 15 ON 4 SHEET 08. �IE -ECTS -11 SOILS SPORT.: -W96.. INV G6�J, SHY ON NOE VALLEY GUTTER(CLASS 520-C-2500)CONSTRUCT 36 12 9V P DETAIL 16 ON SHEET G7. V) -WATER SEPARATOR PER DETAIL 17 17 INSTALL ENSEN PRECAST OIL 3 4.11 ON SHEET G7. 4 y I Ow SEE T�1. 2 FL 18 INSTALL 8*BALL VALVE IN VALVE CAN. X2 8`:' 19 ROUGH GRADE RAMP AREA TO ACCOMMODATE NEW RAMP. ii D -7 RO '1 49 TC. ISITT G6 1H EET', col DISPOSE OF SPOIL MATERIALS. SEE REUIC� .55 TC z EX.STREET rb mi r TZ 20 CONSTRUCT 18*CURB OPENING PER DETAIL 20 ON SHEET GO. T 301.0 1 UGH ,vys T 13 L� .0 @CONSTRUCT CONCRETE RAMP WALL(CLASS 520 EX.CURB -C-2500) PER DETAIL 21 ON SHEET GO BY SEPARATE PERMIT. GUTTER rup (PROTECT) .gys 00.31 4, JOIN tx �13 CU /2.25% @ CONSTRUCT VARIABLE HEIGHT CURB(CLASS 520-C-2500) PER DETAIL 22 ON SHEET G6. > 1 1 - 7-- 1 7.EX.SIDEWALK @ INSTALL PERMAVOID(15OMM)MODULAR CELL SYSTEM DR APPROVED L=36 S=0.005 TC _(PROTECT) EQUAL BASIN SHALL DETAIN A TOTAL MINIMUM VOLUME OF 99 1.600 CU.FT.FOR DETAIL 23 ON SHEET C8. fNFI T10K. EX. X12*PRECAST CONCRETE CATCH BASIN L-2 1298 INSTALL 12"1 T 1299.9CURB (BROOKS#12 2 OR APPROVED).WTH STEEL TRAFFIC GRATE. EE s­ GO (PROTECT) 1298 FS-GB SEE SHEET GO.PROVIDE DAS MANUFACTURING YX5X"STORM -ONLY RAIN IN THE STORM DRAIN*.DRAIN MARKER, EX.TRANSFORMER p"T) �G @INSTALL 6'PVC(SDR32)STORM DRAIN LINE 129 t S=2' szV• 5)_ 5 2 INSTALL STREET SIGN*PRIVATE STREET*AND R11-4. 31 @ 31 CURB d0l @ CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY OF 'V5�14 EX.1171 EX.CUR 0 1299.08 TC JOIN EX. I CURB �71-1 PRO CURB 98.68 FS 129. T, 7 TC 9,2 8.72 FS 129 2 p 298.29 FS 1 45 129 W EX S43"IT;G;; 15 LAKE ELSINORE STD.DWG.NO.118A. Cy� I A CU (PROTECT) F71 ss 29IC7' TC 5 @CONSTRUCT 0'CURB'TYPE BA'PER CITY OF 9'S �T �6.9 FS INV 29904 TO 31 T �OT LAKE ELSINORE STD.DWG.NO.203. 1299. ....................i 1295.81 FS) I. ........... 4/ 6-PVC 6"P 12_q&,37 F INSTALL BIORETENTION TRENCH PER DETAIL 29 ON SHEET GO. @ ul (�D INSTALL CONCRETE WHEELSTOP PER DETAIL 30 ON SHEET GO. 31 -D) CONSTRUCT CURB TRANSITION PER DETAIL 31 ON SHEET GO. A L L A N, S T R E E IT (VACATE, @ INSTALL PARKWAY CULVERT"TYPE A'PER CITY OF LAKE ELSINORE STD.DWG.NO.300A(S=2'). (60- WIDE PAVED PUBLIC RIGHT- A-Y)------- 01` 4�:m NOTE: CONTRACTOR TO VERIFY PAD ELEVATION SHOWN NTH (PROTECT) 4, - PROJECT SOILS REPORT AND STRUCTURAL ENGINEERS PLANS. �G SJ GRADE ALL PLANTERS TO RETAIN STORM WATER THAT FALLS IN PLANTER. I CONTRACTOR SHALL ADJUST GREASE INTERCEPTOR MANHOLES TO GRADES. 6'ACP 6" ACP T.- D 15 L_-E R T GRAPHIC SCALE NOTE: OVER EXCAVATION DIAL TOLL FREE THE CONTRACTOR SHALL NOT DISTURB EXISTING OVER EXCAVATE 5 FEET OUTSIDE BUILDING ENVELOPE PER 1-800-227-2600 SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE UNAUTHORIZED CHANGES AND USES iql5 PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL SOILS REPORT RECOMMENDATIONS. AT LEAST TWO DAYS AND REPLACEMENT SHALL BE AT CONTRACTOR'S CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE amowngineenng IN FEEr BEFORE YOU DIG FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF OVER EXCAVATE PARKING AREA PER SOILS REPORT I looh- 10 I EXPENSE AND SHALL BE DONE BY A REGISTEREDSAXON ENGINEERING SERVICFS, INC RECOMMENDATIONS. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN[l ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR Vof THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING 2505 TEMPLE HEIGHTS DRIVE,SUITE A,OCEANSIDE,CA 92056 WDID#8 33C374339 A LICENSED LAND SURVEYOR ONLY. I OV to/ANDSl`BE APPROVED BY THE PREPAREIR OF THESE PLANS. TEL:949.366.2180 FAX:800.653.4193 1 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: jkof ESS I RE SHEET C;4 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ID S.1 Crff OF LAKE EISINO ACCEPTABLE PRECISE GRADING PLAN NO. 44180 OF 4 Fp.6/30/17 SCALE: BENCH MARK: PM NO. 22930 PARCEL I SHEETS 1,=10, CIRCLE-K STORE FILE No. BRAD FAGRELL,RCEM.43920 DATE KURT M. SAXON RCE:44100 DATE CIVIL SEE SHEET Gl D CITY ENGINEER CAL%f DATE: 29300 CENTRAL AVENUE, W.O. 1448-016 6-11-15 LAKE ELSINORE, CA 92532 / I ° (STATE ROUTE 74) (VARIABLE WIDTH PAVED PUBLIC RIGHT-OF-WAY) CONSTRUCTION NOTES AREA LIGHTING PER ARCHITECTURTAL PLAN. / °, CONSTRUCT 6"CURB AND GUTTER"TYPE 6"PER CITY OF LAKE ELSINORE STD.DWG.NO.200. CONSTRUCT 6"CURB'TYPE PER CITY OF J ° D T\R A L A V s "2r LAKE ELSINORE STD.DWG.N0.202. 1 5�PVC o N, INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 4 ON SHEET G7. JO \ n a PAINT HANDICAP EMBLEM AND STRIPING PER DETAIL 5 ON SHEET G7. ? \ v T O PAINT 4"WIDE WHITE TRAFFIC BEARING STRIPE BLUE AT EX.SIDEWALK °4 F'F!t° Jv6J \ \ �° °, ( (PROJECT) \ \. EX.CURB r, °s \ J (PROTECT) _ .�'.. eO.s ~.... T Ja \ �o ACCESSIBILITY STALLS)(2 COATS MIN.) \ .. _ _ _ \ 2 A �/` INSTALL TRUNCATED DOMES PER DETAIL 7 ON SHEET G7. `c sL 1 ......�'o: so... ......._ `'�O� .-. ''o�, ........ T f s 8�s J a5 s .'4..._._. CONSTRUCT 4"THICK CONCRETE SIDEWALK(CLASS 520-C-2500). c + ° s ' ° Q�� Y f P,r°g „�_ 1 �E -9�. s -'.pal _ _' � - .r __y___ + °, O9 CONSTRUCT 12"WIDE"STEP-OFF"CONCRETE(CLASS 52D-C-2500) . , i�? / 185,96' �" - ,�- � v 1 PER DETAIL 9 ON SHEET G7. N BcJO 1!S`INGRESS D O `�• c,°s �9,n f4�'°s r T"°sue 6. �°2 ��'v �O2 » 4�� t sO rivo EGRESS EASE ENT CONSTRUCT ADA CURB RAMP(CLASS 520-C-2500) w s��, PER DETAIL 10 ON SHEET G7. G6 c ,_. .�c�Fc ''' ,^�J°,� ��s �O?s�'.... '',A 1 F 7 J ` ono. 11 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLAN. Q y _ N43' 22'E II JOIN CONSTRUCT 6.5"P.C.C.(CLASS 520-C-2500)OVER 5"A.B.(CLASS ° ° ✓o TP 13 INSTALL 24"x24"PRECAST CONCRETE CATCH BASIN ' (BROOKS/2424 OR APPROVED)WITH STEEL TRAFFIC GRATE. 2 e ��° 60• ° / 301.5 • - p9 -- " SEE DETAIL 13 ON SHEET G7.PROVIDE DAS MANUFACTURING ll f O'S 1 -<;;, J . U- b , �'> ° .- I I 3"X5J( STORM DRAIN MARKER,"ONLY RAIN IN THE STORM GRAIN c ? 7 / J"�/ n p • -:,,» r62 1r3D2,.„... J _ s I I ,,, �, -• ''' t CT, z... s -- \ F,q,,- CR EX. L 14 INSTALL 12"PVC(SDR32)STORM DRAIN LINE. __ .e V .�. `'s .•,�.__ <Jw>' > I - -- - °J✓ '? 319'E F" c° :° JOIN EC. 1 INV y,k: n ^s° INGRESSfE 55 15 INSTALL 12'WIDE PRO-SERIES CHANNEL DRAIN(NDS/840) - - '4c° - ✓ _ --- I a EASEME NI1H CAST IRON HEAVY TRAFFIC CHANNEL GRATE(NDS/045) 3.05" ° o o ° .° o - • PER DETAIL 15 ON SHEET G8. e�\ II - \•' J,9 " ',� _ ,o' • z' • %`•1302. ° ° • It • id g i6 CONSTRUCT 36"WIDE VALLEY GUTTER(CLASS 520-C-2500) ��3 II 1 i.7 /.- ` 9 1 62 ° °- °" / °• ° I` 6` w PER DETAIL 16 ON SHEET G7. 0 \ i / ._.......;h ,.___o _V;_ • 8"_WATER u _ --. .- J. S4 •• e_° �• n 17 INSTALL JENSEN PRECAST OIL-WATER SEPARATOR PER DETAIL 17 > m -1 " o V -> ...may,. -- ,1` .,. ON SHEET G7. 14 - L 1293,85 INY-12 o '" a 3 •o.Jo - r" °-- v�sa,� •c. �JGJ \ f s / I ,I' 9 v e e• _S=0.015 L f rOJ,. ..v..:' • o " > , ° , • ;° v • J giy ec ^s v o ,N '.. o • o •.:..:. o° �• • °.� � -/- 18 INSTALL 8"BALL VALVE IN VALVE CAN. yy�e sv W 1 III; l € �� > a -- :. -. , • r I 19 ROUGH GRADE RAMP AREA TO ACCOMMODATE NEW RAMP. __ _ O __ __ •�®V • s - - - - DISPOSE OF SPOIL MATERIALS. �,� 2 J y� I o's 12 I - e.".1! Y. o - ° > _>. SEE Ii'I/ qss Y , cr. Js 20 CONSTRUCT TV CURB OPENING PER DETAIL 20 ON SHEET G6. r .-. .• .. _ - -- .... / SH , J, f 21 CONSTRUCT CONCRETE RAMP WALL(CLASS 520-C-2500) ' '" '� �„ ° � _ PER DETAIL 21 ON SHEET G6 8Y SEPARATE PERMIT..... 0 T' �6 ---- -�. � ss �. I IN iop�y vJ � --� J � F r.�.Q �Jp 22 CONSTRUCT VARIABLE HEIGHT CURB(CLASS 520-C-2500) 15 - --• ° • y • ° - I I -Je y PER DETAIL 22 ON SHEET G6. WE y b c I 4 d r. , .q --- e 79%• _ 23 INSTALL PERMAVOID(15OMM)MODULAR CELL SYSTEM OR APPROVED FS f I y 1 - - _ - 3 a A ✓9 %r -- ?GJ.. 130. s'ro EQUAL.BASIN SHALL DETAIN A TOTAL MINIMUM VOLUME OF .9 r, it 'J°A JOIN-EX. °c j J�°6�O J°'s• +'c- e l� 1,600 CU.FT.FOR DETAIL 23 ON SHEET G8. /> 24 k, 5 1 ?p/ '•' Jql�EX. �' cq c? e I,. s • .... INSTALL 12"Xi2"PRECAST CONCRETE CATCH BASIN •e�O•• >o�ae b3',,,jj. (BROOKS/1212 OR APPROVED).WITH STEEL TRAFFIC GRATE. 14 a Iy;`WAh a • _c° 90 .. c°� > - �a, ,.:° qwd. og� °. $ , ,_ c� .. - I ', „\ �°J SEE SHEET G8.PROVIDE DAS MANUFACTURING 3'X5%'STORM �_ _ EASEATENL . 's ':„c a E's2 ✓ 7 �� ° �°�° EX.WKti DRAIN MARKER,"ONLY RAIN IN THE STORM DRAIN". __. _...... .......- r._,. _: EX.SIDEWALK ', is '•:I c°'c .°. qr o °� o fYg CANOPY., 'C ; o c jl I I``p J° cO'r°>' JO _. .: • v. c WEC 9c :o_ �� �I �I• (PR T): (PROTECT) �., I . • 25 INSTALL 6"PVC(SDR32)STORM DRAIN LINE.PROTEC 4.5 , \ a _ �'s..oBO cJc `2v�RRt7Tk'i,� d, > 12 �. F cb�s K {{ 4 I - ', 34� ,t g�'� ^'1- 3� _ J .JrJ �°42°- `'m... °� cO��> - <.c�JO6, ? � I '' JO: J 26 INSTALL STREET SIGN"PRIVATE STREET"AND R11-4. FUTURE R cb�$ e c.D,os^. ,`rJ °�!" o�,c �= - _ °2c�. • v° • a ^"� v �a `8 "O 1= 9 J r 31' JgNc7(� -�"P :02 v�' s �xr s - JOIN EX a �> / G II �°12 r 27 CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY OF > s. .r. ,,q� LAKE ELSINORE STD.DWG.NO.11BA. .> - / `` - p'r°° .r 4s V ° ° A� � � rJe.• � �L> :�Jo � i� - crJ° 20' .7 °•. ° , o v yr t , s 28 CONSTRUCT 8"CURB"TYPE 8A"PER CITY OF v ,s° • c° - ,-- ° so Ih� 1. sc 5s LAKE ELSINORE STD.DWG.NO.203. I > 1 4 • • > ,v qo PA • . • ° •: : R/W DEDILAII,ON 4 \fc'�'$\ I 1. - _'�e i 1.74 c°,>� - . • �° `.rJ_ vc..os - 11,46 ._...... I > 'J s°V • , I 29 INSTALL BIORETENTION TRENCH PER DETAIL 29 ON SHEET G8. I �. •." • 14 s o oe, ' j PER DOCUMENT 01 -027 3' - • LSD' 0 020 JO?> ° ° y A I a •- �� _fie r> o �. " O INSTALL CONCRETE WHEELSTOP PER DETAIL 30 ON SHEET G8. y DATED #71 6 1 V „a$ ` ( S 2 3 I - 14 °C .; d2 PVC ° _ R6�"o ° 1 v O o • " , 'a°4 I{3'' '�' - q�s F>.� 31 CONSTRUCT CURB TRANSITION PER DETAIL 31 ON SHEET G6. EX.CURB 'I, ( :11 1$96: NV .. 4� >1 - •. ` > cu e• •�`Yr� > w `I t.6u� 6A h• .II • + 'P2 1 G3: TC s�s :�,• • �OJ. ....... > os &GLITTER 1N 1 ve o °-." _ o e ��. .i} it _ 75 r'a°J 32 INSTALL PARKWAY CULVERT'TYPE A"PER CITY OF LAKE __\"� F _ • W o _ II (PROTECT) / • .�I I b o•° � 3 5X `' F ELSINORE STD.DWG.N0.300A(5=2'). 30-I V �° 12 • o } SS AND' T° N �, °- ,1 �. Y ° • ° I �' I'�' t � % l.,.!)nJ G�L. :�J.° " RESS BASEMENT Ex Ny> - b • I• �``�o U°{Y'NLrgo col} L�__ _ 12 26 - - ,°�" .. °A - 'I L • I I "S: • `JJOIN,FJ4. M ATCHLINE SEE SHEE T G4 DIG A'-E R T NOTE: NOTE: M� �n OVER EXCAVATION CONTRACTOR TO VERIFY PAD ELEVATION SHOWN WITH l MOMCHANGES GRAPHIC SCALE DIAL TOLL FREE THE CNTRACTOR SHALL NOTOVER EXCAVATE 5 FEET OUTSIDE BUILDING ENVELOPE PER SURVEY MONUMENTS ORB NCHI XISTI MARKS STURB ENOTEDGON THE PLA PLANS. SOILS REPORT AND STRUCTURAL ENGINEERSCAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 1-800-227-2600 SOILS REPORT RECOMMENDATONS. PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL '"""""" FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF AT LEAST TWO DAYS OVER EXCAVATE PARKING AREA PER SOILS REPORT AND REPLACEMENT SHALL BE AT CONTRACTOR'S GRADE ALL PLANTERS TO RETAIN STORM WATER THAT THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING BEFORE WO DIG RECOMMENDATIONS. EXPENSE AND SHALL BE DONE BY A REGISTERED FALLS IN PLANTER. C1gICl�'�1'ICIg AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. (IN�') ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR t imh= 10 fL IANERGROUND SERVICE ALERT tF SOUTHERN CAL[FORN SAXON ENGINEERING SERVICES, INC A LICENSED LAND SURVEYOR ONLY. CONTRACTOR SHALL ADJUST GREASE INTERCEPTOR A� MANHOLES TO GRADES. TEL:TEMPLE HEIGHTS DRIVE,SUITE A,OCEANSIOE,CA 92056 'A�{I V 10/ //6 iEL:94s.3e6.2,eo FA%:600.653.41934193 WDID#8 33C374339 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: aOFESS CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND OQ M.S CITY OF LAKE ELSINORE SHEET G5 ACCEPTABLENO. 44180 / _ "- = PRECISE GRADING PLAN in 10 4 6 /�-^^�"'? 4�30 ►1, Ev'/30/177 z SCALE: BENCH MARK: PM NO. 22930 PARCEL 1 OF SHEETS BRAD FAGRELL,Rd No 43920 DATE KURT M. SAXON RCE:44180 DATE sf \r 1'=10 CIRCLE-K STORE FILE No. CITY ENGINEER SIT c1V0_ �a�' SEE SHEET G1 F GF CALIFO DATE: 29300 CENTRAL AVENUE, W.O. 1448-016 6-11-15 LAKE ELSINORE, CA 92532 v W d v v v1 1301 83 TC RAW FG O GUARD RAIL PER GUARDRAIL PER F ARCHITECTS PLAN (42'HIGH MIN.) ARCHITECTS PLAN I.�/ j v o TW PER (42'HIGH MIN.) a �v V 12 Y4"CHAMFER PLAN TW PER D hJI, 1 D F$ 2% o FS... �� PER PLAN �'CHAMFER PLAN ; �✓r _/ �,9, D 1 0 3 i d 2.28x 4x 1.2B7L W J�'ELASTOMERIC i 10 4"P.C.C.WALK WITH EXPANSION JOINT Ye EUSTOMERIC t EXPANSION JOINT D v °v�� ".; HEAVY BROOM FINISH °' 10 4'P.C.C.WALK WITH c LG II �C CAI IS' 01 D e 9 N j f - _ `� 6• OHEAVY BROOM FINISH ' P.C.C.WALL 99 SECTION A-A cuss 520-c-2500 I LAS P.C.C.0Wci50o NTS /4's 0 12'D.C. ° /4's 0 12'O.C. 6' ° ° i 1 1.0 �� j' SAND BACKFILL CONT.HORIZONTAL .i FG BEHIND RAMP WALL—� 2 SAND BACKFLL D ' CONT.HORIZONTAL >,� 3 TG E EV WITH 90%COMPACTION as BEHIND RAMP WALL EXISTING 12' WITH 90%COMPACTION 2 • /' PLAN 15 12 }4s O CAL v v J v K DRIVEWAY s 0 12 O.C. �� / JOIN EX. — VERTICAL FINISHED A � / /. (PROTECT) _ X. VERTICAL FINISHED / . - WATERPROOFING GRADE 2 0 / - ��o WATERPROOFING I GRADE - 9 ' ° t tD 7.2 "° 9 D v W f i w��� g / o v �9 v / // SECTION B-B I Dj -m fs 1 7. F PER ° 7 PLANT PER_;0 NTS PLAN€ I I e 1798.93 ., p ° 1 T �' I as- /4's 0 24'O.C. /4 0 24"O.C. I as _-- 23 ..} D i / c a 3- s CONT r7 1 96. 9 1 7 1 7 FS `i/ // . ;.� FS > D 7 l _ /�,, 3" 5 1U 2x.•n -t/ 3' 3-Ks CONT. 1.17 18' 7.5% v/ rc E / // z PER PUN FF;1303.07 o'J o I Duo 1 / r v RAMP WALL DETAIL Fc ° / /// LAN ,o •' RAMP WALL DETAIL ALONG EX. SIDEWALK i t 9 UtE�Kt1�I 1 TIC /D v v �'C' .� /�. / 3 LAN Ftl(11 ED °o ° �9 0 ° o 12 — — RAMP WALL DETAIL (BY SEPATE PERMIT NISTHROUGH BUILDING&SAFETY) 0 s19 I I d. ///or 3 ��°o� / SECTION C-C � I I /��`9 _ ,// / �, NTS 3"R 18"CURB OPENING 1 ROUNDED 7 PAL EDGE 6'CURB D .... ......... EX.CURB 11 II i, 11 74f(vD o ° o v 1 &G UTTER 9 = 3 D o FF•1303.07 To TENT , o 9 2x MIN. (PROTECT) ( JOIN EX. 12 a c 1 ° I (PROTECT) c v o 0 JOIN EX. t 1 A 1297.9 SECTION D-D SECTION H-H 18" CURB OPENING DETAIL ..A.. PAL NTS PA NTS 20 NTS CONSTRUCTION NOTES SCALE: 1"=5' o.s't JOIN EX. O CONSTRUCT mELSINORE CURB DWG.NO.202.R CITY 12 JOINN EX EX.RA 'C PAVING 12^ l EX.AC PAVING O PAINT HANDICAP EMBLEM AND STRIPING PER DETAIL 5 ON SHEET G7. 1" O INSTALL TRUNCATED DOMES PER DETAIL 7 ON SHEET G7. TRANSITION LENGTH GUARD RAIL PER '�� WARD RAIL PER CURB TRANS. ARCHITECTS PLAN ' FACE OF BUILDING ARCHITECTS PLAN ISCONSTRUCT ADA CURB RAMP(CUSS 520-C-2500) SECTION E-E SECTION F-F (42'HIGH MIN.) 1' (WHERE APPLICABLE) (42'HIGH MIN.) B•CURB SAWWT EX.AC PAVING FINISHED PER DETAIL 10 ON SHEET G7. 6'CURB � NTS NTS 6 � B" 21 CONSTRUCT CONCRETE RAMP WALL(CUSS 520-C-2500) '• PER PLAN GRADE PER PLAN PER DETAIL 21 ON SHEET 06 BY SEPARATE PERMIT. ---- P L C L N4'CHAMFER (WHERE APPLICABLE) '•p{AMFER I 30' � �'CHAMFER Y4"CHAMFER 22 CONSTRUCT VARIABLE HEIGHT CURB(CLASS6"AC PAVING 520-C-2500) 24.5' 4.8• 4"CONCRETE SLAB •; 4"CONCRETE SUB ' PER DETAIL 22 ON SHEET 06. EX.CURB E%.DRIVEWAY EX CURB (HEAVY BROOM FINISH) ,' (HEAVY BROOM FINISH) •j;° lGUTTERI. „�31 CURB TRANSITION DETAIL (PROTECT) (PROTECT) 1 FINISHED (PROTECT) �p55 1pGRADE NTS ... .. ,.,� .,., T ..sa... S x a v A e ,yr.. + R= (WHERE APPLICABLE) to�� g le EUSTOMERIC ,•, 2 l�' • Jr EUSTOMERIC• • T•I ._...,�. ..�.- ..•--- EXPANSION JOINT EXPANSION JOINT 2)• - SECTION G—G CUSS 52o—C-2 ALLAN STREET ►4's o 1z"O.C.E.W. P.C.C. " NTS CUSS 520-C-2500 DIG A I—ER n CURB DETAIL DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS samowngineering BEFORE YOU DIG IIERGROUND SERVICE ALERT OP SOUTHERN CAL.1— SAXON ENGINEERING SERVICES, INC LIN TEMPLE b� Ids TTEEL:949.3682180 SDRIVE,SUTEA,CCEA�8DE0.53� WDID#8 33C374339 /�c .4193 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: Q1pFE5Sr0 CONDITIONS OF DEVELOPMENT AND/DR CITY AND STATE LAWS AND HAVE BEEN FOUND �o RS M.Sq � CITY OF LAKE ELSINORE SHEET G6 ACCEPTABLE No. aalso m DETAILS AND SECTIONS of '�^v�I /�-✓-?(�7 S"TO /;� /�0 a Ep.6/30/17 A SCALE: BENCH MARK: PM NO. `22930 PARCEL I SHEETS g BRAD FACRELL,RCE 43920 DATE� KURT M. SAXON RCE:44180 DATE( Jy. r N/A CIRCLE—K STORE FILE No, t CITY ENGINEER -f 0/ALIFp� DATE: SEE SHEET G1 29300 CENTRAL AVENUE, / -`Ly ' W.O. 1448-016 6-11-15 LAKE ELSINORE, CA 92532 V�I , i I JPHV-1500 HIGH VELOCITY DBO THICK ALUMINUM OR PORCELAIN ON STEEL STORMWATER INTERCEPTOR ACCESSIBLE PARKING SIGN TO READ*RESERVED /4•REBAR DOWELLS PARKING'WITH ACCESSIBLE SYMBOL AND•VAN - 18 LONG 0 18"O.C. LE).ACCESSIBLE'(WHERE APPUCAB BOLT TO STEEL .I �i FLUSH TRANSITION DRILL A SET IN EPDXY 2a"Cl5 IRON FRANE AND O'UP COVER TYR,(STANDARD) TUBE WITH 1/2'CADMIUM PLATED BOLTS NUTS. SEE PLAN 1•-O' 4' ^.s^OR iz^GRADE Rlwcs AND WASHERS. LOCATE AT HEAD OF ALL MAX A$REQUIRED(EXTRA COST) ACCESSIBLE PARKING SPACES 1:1_ 2 ( RETAINING CORD AND RING, ' 2'A GALV.STEEL PIPE EMBEDDED INTO CONC. /3 CONT. a FOOTING.PROVIDE WELDED WATERTIGHT CAP 4•CONC.RAMP CUSS 52o-C-2500 L SAWCU��STG W/13 REINS BAR AT 12-0.0. µ£ NORMM SFS I pq�lAN£ VARIA�E BOTH WAYS a� 46",xx1� NOTE . 10 ................. ....M______ NOF N TN •A'�'� RAMP SECTION N2E x,. A I I� OPENINGS SECTION A—A t^ ; (E)PAVING/CONCRETE NOTES NOTES. 1. THE CURB BORDER WITH 6P SHALL 1BE4-GROOVES APPPPRROXIMATELY 2 NTH A 0 MM((12 3/4 7�ON -. DETAIL./ ) ALrERNA+E OIL ' PT uAr wcaTmN P21 _ I ( 11 I. ACCESSIBLE PARKING SIGN CENTER.SEE GROOVING A TO CONFORM TO CURRENT 2. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET --I I------ COMPACTED EAR _ STATE,LOCAL CODES AND SHALL BE BETWEEN 6"AND V.FROM THE GUTTER FLOWLINE. 1---- H I I I CONCRETE FaoTI1�G'' I REGULATIONS OUTLET CONTROL J ADA ACCESSIBLE RAMP SECTION it v 5 7" 1 11 48 i I I 1•-6•qAM. "� 11 I I ( LOCATIONS PIPE LOCAtI0N5 -L-_- �- - I I W-0"STANDARD �— -- — — re"" o ,1 ACCESSIBLE PARKING SIGN Y NTS MODEL A+I+v+6a6 ror c - N ucresw uw°M o.or° ATE I 7d24 CAST IRON GRATE reuA II aL PARKwA.v t12I6a :T4�'.$ECT�Rt(NNN7?N C4ALVaVIAE7'EA FkAME'1 c ( -i K (rs) 9Zf AR ao PAINT STRIPE OR FA \\ / 1 r OF CURB \ / UP$TEAL RRAT95 ADA SIGN \ / PARKVVAY 4a 6. .. \ / YRAFFte tn=los. ^.,�. ^.a• -•.,, c r u oN LD D r �ME RE M DO, CONCRETE CURB nL v E u a A cN Av LA,E. Nrac t sF vEus r�MORE NwrtruATl°rV WHERE OCCURS 4'WIDE STRIPING TO MATCH \ / I AL L r c LING rG F�ow. EXISTING,PAINT(2)COATS V / cNAxr IE N c r T cP Fr a IT D PAINT(2)COATS 4.OIL 3EV N S E JP. D W f TA'.INC ORD AND RING SECURED TO OR CINDER TRAFFIC BEARING BLUE TRAFFIC BEARING MITE P ry R o s s 4'WIDE STRIPING,TYP I ,,,•' s. s -c eoN 6 LIVE, FOR OTHER DEPTHS,SPECIAL LOADINGS, PLANT(RAPID DRY WATER \ /nmr u L E ,. DNA cE TAT sE HEcn�:: BORNE) s) ,AI I IN FE AN u A AREA LCAD HE RF E SHAM E CALCULATED BE,GREATER I c T '� 23�#.LCkYMER.SEGTK7N IhO ftY4#•tFI IN NL E. U P. SQUARE FOOT TF E T BY SHALL IFOWRA IN 9•-O'MIN. V/ NOTE(4OE E 1 O F _ R)S li J ID NG THE Eh MF FF SJRFA E AREA IN SQUARE FEET BY THE DESIGN FLOW RATE IN GALLONS - No r_r.,S AL uE ALLOWED. p �E/1��ff �' I h ^ n N atn3H E r.... 3i..sa.e srwaoe ` o OF STALL b. rwccAsr E0. E0. p o / f 1'-8' t'-6" I3 flrEt CovEg +r a BACKGROUND PAINT / \ } (2)COATS TRAFFIC PARKNaSY4 OIL-WATER SEPARATOR BEARING BLUE / PARKVc „4"NTS 12'HIGH / \- 1GHMT 2' o WHI LETTERS+ z6 tI4^ Y-" c ur AA, s4^ P.C.C.PAVING and BASE V-6• A.D.A.PARKING SYMBOL 22'4 1 ,► ^ CLASS 520-C-2500 SMOOTH E DNISH PANT(2)COATS MITE 1-3' 7 5'MIN. BEADED kSUC71W PAINT 242.4_I3OTTOM SECTION(WIlLIi OR WNTMOUTFRAW ALIGN WITH END B'MIN.FOR VAN ACC. I� PARKING STRIPING NgTE6 3/4'R. 3/4•R. G 01 STALL STRIPING v NTS +muTas ANO cov[RSAv uLASLC PAIwTensucaoa aAe_vAu o ;.; PAINT STRIPING s:^Amt*alurps wAluaLewwRlccwAraraAFrlc. ElASTOMETRIC 1. (2)COATS TRAFFIC �,mom.prow"oRArzs..uuaLe IN rAAA*.-1 EXPANSION ° a BEARING BLUE a.AT�xcT+oN-T.P-1 AN+V u 11 IE ROLE or»vu RE0ws1=.o �„ i 24 JOINT " 1. PAINT NTH(2)COATS TRAFFIC BEARING PANT,DRY BETWEEN COATS. Y - 2 MNBAUM VERTICAL CLEARANCE IS 98'IN PARKING STRUCTURE(NO VALET PARKING) �� 2424T6 6- 270 NONE -c - ,, A P.C.C. 18• 1 • xa2a T12 12" ass (a1s .ire i sea /4 CLA55 520 C-25oo PAINTED ACCESSIBLE PARKING EMBLEM AND STRIPING }4s 012'D.C. x124T1a a ray NaI9 a12 o =�:.-' °; - 5 NTS PCC 3/8'UP -', 65 PAVING ...sza rza azD_-_-. Iq/4"x u^ $ PAVING (ROUNDED) L _._ WL-rrPLANTER,SEE 12" - 11' SPECS.FOR SOIL TREATMENT. •. ��.. ."��... P.C.C. 5'AGGREGATE BASE CLASS 520- 0 3-/4�s(LONGITUDINAL)TUOINAL) 2U4_L12 Tr .0 1R s':Ir 4 r. 9 12" WIDE "STEP-OFF" CONCRETE 0 o.a5 2424L24 1a- *r Q 0.90 2a2a Lza 24* a7o TaI+4`x+a^ NTS es 24"z 74' �IaIiWI�N6�WI ,. � 16 36 WIDE VALLEY GUTTER CATCH BASIN "�►�« T r F�y T 2.35' P''O NTS sasA ew a5- 1 sss I+n 1a^.+e•• DIG R I 2424 ess ss asps Nn+e■1a a,. ' DOMES ARE TO BE INSERTABLE PANEL TYPE,COLORED A CONTRASTING 11 23A9 Dz 2a Oa HIGH VISIBIUTY YELLOW. ARMOR-TILE MODEL/ADA-S-3648 OR APPROVED EQUAL TO BE USED. NOTE: IF SLOPE OF RAMP EXCEEDS 6.7X, DIAL TOLL FREETRUNCATED DOMES MAY BE OMITTED. `:, 13 24"x24" CATCH BASIN DETAIL 1-800-227-2600 AT LEAST Two DAYS ,� TRUNCATED DOME DETAILS s mxwngjneering NTS BEFORE YOU DIG NTS SAXON ENGINEERING SERVICES, INC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN10 2605 TEMPLE HEIGHTS DRIVE,SUITE A OCEANSIDE,CA 92055 M0b ov 10/7/1,5 TEL:949.386.2160 FAKW0.653.a193 WDID#S 33C374339 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: Of ESST CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND OQa M.S CITY OF LAKE ELSINORE SHEET G7 ACCEPTABLE /7Jyu W NO. 44180 DETAILS 10 /Q• /6 /`^" �Z/�� !%/•3�/7 L � EV.6/30/17 10 SCALE: BENCH MARK: PM NO. 22930 PARCEL 1 OF SHEETS BRAD FAGRELL,RCE 6.43920 DATE KURT M. SAXON RCE:44180 DATE '9p CIyII aNr N/A SEE SHEET G1 CIRCLE-K STORE FILE N°. CITY ENGINEER CIVIL SEE DATE. 29300 CENTRAL AVENUE, W.O.f 1448-016 6-11-15 LAKE ELSINORE, CA 92532 i Permavoid Modular Cell >ata SI'Ier--=t x PERMAVQID 150mm UNIT PRODUCE INFORMATION " P Ploducl Ccldir(PVPP150) 1212 TOP SECTION fWDT"GAL VANIZ.F0 FRAME) 12i2easTlRgTN GRAT9 i >s rao peke ltfii.tr ,,,] PARKWAY 1DKV 24MI., . t 1212 STEEL.ORATEl :.' b+ t tll slid it.,j PAI2K1NA1' , 708 TRAFFIC PM$2Yd area B-4 �� 1 / C14 IV HA HART t, y SEE z" .�, 1'tr ........ ........... ........._................. ...................................................... ..................._........................ __. ____. 354 za:. Key Benefits t h L Y se?Y 2nt'%};, iH,M KAL IROPERfKS } •& _ I 7 ,.r a•v ... 3kE:. 1212 LOWER SECTION1v,tP447E5 9 rt. 2 PLAN BJ11SOMETRIC fR3 STE86CtVER PT (ea$de�ll NL`RF_ASE I?EPTI- U si,A irtl)td CW IT 1 00 Not tD Scale PARKV,6X''! SHORT TERM COMPRESS,VE SfRF.R f L— _..........._ _AI TRA=ftL` 26{n£� _ iT1}111[dLFO,LS ',; al J is SHORT TERM Mf15CTiDN T ,e" r st n I fib ,nt tFl",si Fffs Tdd'-+ - = NOTES :oa . t. 3 i' ASItL STaEa6TN i.All dimensions II t... _ IP ( jj . al �7f18 -{ I^354--1 2 All lesarfth,n teifa land III , PestSxrmar,t8 I a�e� r SEE �h I h^:3 C qJx ,.- P91ae1ed arse, 216 Perhre,ed y ary whin manufactunng A,^a", - CHART tolerances e - m.nr E .esr a Ab" h• ® ®® ® T ® T 3 All site taropaary end enabling 'r,[i:-a?tt' 150 150 wake by INheta. VT I J i� Ay °d a:- '1 ff ON 4CJ® �py�R ® 4 naeoadeMta� �ofta�Pollr 6ASXlJie iz r ®L1 9® YE xe 4YE AatE A&EE5i8AEk OP .. ..••.••^" e� AJMLA9 E TaAEf,E ! orHfR PROSERTIES ELEVATION A-A ELEVATION B-B a el pipe A°?GaA Ea A E5 " °Aa wins .,RAF�c T technical for fuller Iraomglbn;gNNr9 n ry!RE°•SS 7 -? a a W ., F �.. r R!'eOwR REOA,iREA xx- u Swe(1:10) 3rale(1:10) duec Sclare6a,tome xx • , q,tr a,a s _ P 1e9uraMlntbef6,e ti WI HF j t +b IU i TOP Installation SYarX1ard rare co `- orgenieaeon wno wa t»teking SECTION,��'r uR mete ownereNP of tl,e r�r PERMATIEDETAIL S.Thsdrawn9isIntendedfo ,o,s,,a w,s n tzeaAsE 121x tte ,a c s^ o t the in oe oMY.contained 1212 T24 24" 3 k e 1v Me mfametion Contained NOTE: wdhin this d—o ant should be 1,v `- Sought from the tenbultlrg 1.2,R J x8" 3a4 (4)$ 23" '�„ t TetEHncal tn�on — — o 0 5 150mm Pertnatvd UM - _____.._.........1....._..__._� ..1 faY[cMscHP,p;E J�'�J PN Perna' sa✓d sapaakly engineers before final aeaMn ,� - ,�•, - as•• ,-•n..eel[,.ar.= i.'.C'' ''..........._... a .... �a '—' 3per 85mm PermarHd Uru[} or construction activlGes ir "' TOP BOTTOM SIDE SIDE cemnrenoe. NDRE tl litl3 k='s.67 Ifq v:IresunWr±zs7>•siYi>7k£c+unA REV AMENDMENT oarE __._.... i .._._-- Scale{1:5) Scab(1:5) Sra a(1:5) Sceie(1:5) nne FOR INFORMATION SECTION HIT LOS KNOCK,CUT R' .y c-auaro;_ate aleMez .n .d,:✓.@:ar -S.:e. WlE eMalu av I }2Y2 C12 il" 2T a S J" w auet--Wdlk 9•.af.f°aRR ra,roawl;rta,anwl.wliaraum.nm.l.mm comw.,"..wme.mw..:aoa.,nb.mbw.�",w'. mum'ame „e e wd .naaa,uc iat2Lz4 za 43, �[ . ,z 1r PERMAVOID GEOCELLULAR 2GI11114 27E 2BASIN P MPa Crvls s �aaA xSSHOW»nntris COMPONENTS N •A� '.. Me-paetl eppfutlon u,aaq,ertee ens ax,tln'era open etrAce elwua GeoupM MiNa m,Gec�.iIwl,Mnmremr mhb elAMHlMymery Ylannalonnmelaalb Nall Rpl.laupnromq,,rn.o;sro ate2,s 121x L2$ xe" 3FIC I (a,9',12 ero tits wmemdmaa sM V,e rnenrw awe a,he sob retpw,sblrty orrM uw ell me titer mun eeeunw Nl rl.k•,M YMnynmvwEon mean tl,.Fu t,fonra,;on Me LwwaMie.',£.1,tf w..pe yp.om4i ib oaAwMO Na "'�•-. if� pi /. �. ,.o.awll.ala.m.rb.ro..,a.,.."..w•mo..ae,rvama.. .w.al,otaael,we. PV_SD_CD_001 PERMAVOID (150 MM) MODULAR CELL 12"1 CATCH BASIN DETAIL 23 NTS 24 NTs RECESS CHANNEL Y"FROM 24'MIN. TOP OF CONCRETE. HOLE FOR 5/8 f DOWEL 1 FT, 6"MIN. NDS 12"PRO SERIES CAST IRON GRATE NDS 12"PRO SERIES FROM EACH END. TYPICAL OF 2 CONCRETE MIN.6" EXPAN90N JOINT /844 CHANNEL END PAVEMENT.DRIVEDRILL HOLE STEEL t NDS CH PRO SERIES / �S• DEPTH SLOPE SLOPE OUTLET W U.V.INHIBITOR 4, / 4 PIN THROUGH WHEEL STOP AND CHANNEL DRAIN PAVEMENT INTO 3'1 F MA>< SUBGRADE. G ' _ NDS N 4P03 6"45 ELBOW MqX. G ,i r SOIL MATRIX c IMPERVIOUS GRAV€L PVC LINER #4 REBAR HORIZ.PLACE TOP AND BOTT, o -- - t, • OF CONIC.POUR 3-CLR 0 BOTT (TYP.) P.C.C. .. _. 520-C 2500 _ a= n L IMPERVIOUS PVC LINE 6"HOPE PERFORATED PIPE #4 0 1B"O.C.VERT,BARS � a1,1.>v � -- _ � WRAPPED IN FILTER FABRIC H (MWARI 140N OR EQUIVALENT) �( - y G n � BIORETENTION TRENCH DETAIL WHEEL STOP DETAIL30 -- .... ... 6a PVC(SDR32) _ NIS 6"NOW MONOUTHIC CONC. . e Be L AU ON EDGE SPACED - DRILLFLANGE AND WIRE TIE POUR TO ENCASE CHANNEL- 01 36•O.C.To ALLOW FOR REBAR TO a+ANNa NDS 12" PRO SERIES CHANNEL #844 6" END OUT. CONC.UNDER CHANNEL. NTS Ei DIG A 90%COMPACTED SOIL 90%COMPACTED SOIL LE NT aAT LEAST Two DAYS NOTE: p3 REBAR x 12"LONG.To IAL TOLL FRE CHANNELS TO BE INSTALLED WITH GRATE.GRATE TO BE SECURE LATERAL CHANNEL PROTECTED FROM CONCRETE POUR. MOVEMENT O BRICK LOCATIONS.800_227-2600 Fc=2,500 psi 1512" CHANNEL DRAIN DETAIL saxowngineenng BEFORE YOU DIG NTS SAXON ENGINEERIING, SERVICES, INC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFQMI 2605 TEMPLE HEIGHTS DRIVE,SUITE A,OCEANSIDE,CA 92056 ���tD#g 33C 374339 TEL 949.366.2180 FAX:800.653.4193 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: QftOfESSI SHEET G8 CONDITIONS OF DEVELOPMENT Al CITY AND STATE LAWS AND HAVE BEEN FOUND 4D S M.Sq < CITY OF UKE ELSINORE ACCEPTABLE ���OP koti Fyc DETAILS fi D l l S,�— 9/ //� i�oi,° SCALE: BE MARK: PM NO. 22930 PARCEL I of sHLErs BRAD FAGRELL,RCE 43920 DA KURT M. SAXON RCE:44180 DATE JT �P CIRCLE— STORE FILE No. CITY ENGINEER 9p41 V,LfO�d DATE: SEE SHEET G1 29300 CENTRAL AVENUE, _ CALL LAKE ELSINORE, CA 92532 1 n W.O. 1448-016 6-11-15 \�+ MNTR [AVE IIIM LEGEND: EROSION CONTROL ..................... 12" w GRAVEL BAGS CONSTRUCTION NOTES QUANTITIES SECTION *Z*—"Z* STORM WATER RUNOFF (D INSTALL DOUBLE ROW OF GRAVEL BAGS h INLET PROTECTION PER 18 EA 3"BAGS MIN.OPENING BETWEEN ENTRANCE STABILIZATION DETAILS HEREON. ON TOP ROW D CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON. 1 L.S. EQUIPMENT&MATERIAL STORAGE AREA O ESTABLISH EQUIPMENT&MATERIAL STORAGE AREA PER CALTRANS 30'CSP INLET WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BEST SILT FENCE MANAGEMENT PRACTICES. 1 LS. 77— Z. Z. —/7 d-qF=5==0 imb-sm!�IiiiiI­Immm",me ESTABLISH STOCKPILE MANAGEMENT AREA PER CALTRANS WASTE (D MANAGEMENT AND MATERIALS POLLUTION CONTROL BEST MANAGEMENT PRACTICES. ILL- �21ZL4_ FILTER FABRIC CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITY(10 FLAO FT.) ...................... (OR EQUAL). 1 EA ....................... .. ................................. .. ....................................... ................................... ..................... .................................................................. ......................................................... ........... .......... ...... INSTALL SILT FENCE PER DETAIL HEREON. 844 L.F. t FOR AREA DRAIN INLET TYPICAL PROTECTION ............. N.T.S. INSTALL SINGLE ROW SAND BAGS TWO HIGH(BMP SE-6). 120 EA IN. ........................ 2 BAGS M ............................... r 41- X V ................ ................... ..................... ....... ................. TYP.SECTION TYPICAL ELEVATION ............ \ I 1 STREET SANDBAG DETAIL 10 FT. . ............. ............ GRAVEL BAGS N.T.S. CDCDCD 2-X 4-WOOD POST,STANDARD OR BETTER OR EQUAL ALTERNATE STEEL FENCE POST ............... FILTER FABRIC MATERIAL 60*WIDE ROLLS. USE STAPLES OR WARE RINGS TO ATTATCH 10 --BERM FABRIC TO WIRE 0 2"X 2*14 GA WIRE ............... FABRIC OR EQUIV. 10 MIL PLASTIC LINING GRAVEL BAGS > 10 MIL PLASTIC UNING CD 5 .4w CD n. 3.........\' L. j� SWTION A-A kGGINC LATH&FL, ON ALL SIDES PbdN x RY BOTTOM OF FILTER MATERIAL T_ BU IN 8"X 12"TRENCH 6'MAX. CONCRETE WASHOUT FACILITY _u (BELOW GRADE) N.T.S. sw sw- X MIN. FILTER FABRIC MATERIAL R=20' 2"X 2*14 GA WIRE FABRIC OR EQUIV. RIBBED WHEEL SHAKER GRAVEL PAD 3*WASHED ROCK.5' MIN.DEPTH.W LONG .......1 � j i//i y... 1 ....... w WASHED PROVIDE 3V4'-1 1/2-WASHED GRAVEL B CKELL IN TRENCH AND ............. ON BOTH SIDES SOUR FENCE 2"X 4"WOOD POST ALT: STEEL FENCE POSTS FABRIC ON THE SURFACE FILTER FABRIC z33__ 10? 7 NOTE: SILT FENCE TO BE INSTALLED ON PROPERTY LINE. SILT FENCE SYMBOL ON PLAN IS SHOWN OUTSIDE PROPERTY LINES FOR CLARITY ONLY. ......\................................ STABILIZED CONSTRUCTION ENTRANCE SILT FENCE N.T.S. ALL AN ommi N.T.S. - - - - - - - - - - - DIG ALERT GRAPHIC SCALE DIAL TOLL FREE o 1. 1-800-227-2600 AT LEAST TWO DAYS asKowngineeflng BEFORE YOU DIG SAXON ENGINEERING SERVICES, INC I inch= 20 i.L UNIDERGRULM SERVICE ALERT OF SOUTHERN CALIFORNIA 04)b 0 V /0/7 It5 26 TEMPLE HEIGHTS DRIVE,SUITE A.OCEANS DE,CA 92 66 WDID#8 33C374339 TELL 949 3W 2180 FAX:BM.853.4193 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: q ESS I MY OF LAKE EISINORE SHEETG9 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE 110 M. 4 ISSUED. EROSION CONTROL PLAN NO 44180 OF EM.-6/30/17 SCALE: BENCH MARK: PM NO. 22930 PARCEL 1 SHEETS CIRCLE—K STORE FILE No. BRAD FAGRELL,RCE 43920 DATE KURT M. SAXON RCE:44180 DATEOIVIL SEE SHEET G1 29300 CENTRAL AVENUE. CITY ENGINEER W.O./1 -016 1 --CAL 6-11-15 LAKE ELSINORE, CA 92532 1 ko F04 DATE L'LSC 1 GIINC T MORAL AVENUE C--IM - - - - - - - - - - - -- - - - - - F- LINE 'TABLE LINE III LENG7H BEARING -- - - - - - --- - - - - - - - - - CURVE TABLE a P,,,�m,MW W),22MU Ll 33.9*4 S46*53' 08.59'E -k2 pAws ass L2 19.975 N46'49' 39.69"W CURVE III LENGTH RADIUS DELTA TANGENT qq A:to SP-Ug L3 35.863 S35*30' 52.81"E cl 7.36 2.50 168'41*13" 25.24 ti--------------- 39.90'E L4 10.235 S47*07' C2 6.08 30.00 011"36'47" 3.05 .... L5 115.996 lS43'09' 57,77"W C3 31.08 20.00 089'02'02" 19.67 ....... ............. Na I L6 18.984 lS46-49- 00.02-E C4 6.28 2.00 100'00'00" .......... L7 20.000 546'49' 00.02*E C5 5.12 1.95 1 BOW'00" ............................... L8 21.350 N43*10' 59.98"E C6 4.68 3.00 089*28'06" 2.97 p N46*49' 00.02'W Ls 18.000 C7 4.70 3.00 089'48'10" 2.99 L10 21.846 N43'10' 59.98-E ca 4.76 3.00 090*50'44" 3.04 0 II ",00 Lit 21.843 N43-10' 59.98"E C9 4.71 3.00 090100 3.00 IIG L12 17.048 N46-49- 00.02-W clo 22.45 15.00 085*45'10" 13.93 ...................... L13 20.819 40-00 042*4 N43'43' 30.29"E Cli 29.89 8'34" 15-158 :N42 '09-46- L14 49-OB1 59' 10.25"E C12 mv 12.00 1089 11.83 II L15 43.147 N43*12' 28.69"E L16 12.259 �-D tiL. 'S45*56' 47.64"E 10'- t 0 to L17 1.534 546*48' 23.40'E L18 5.325 S47*07' 39.90"E J, Cl a- 9- L19 2.975 S43*12' 58.01*W 9* Typ. A I o F L3 1 L7 Ul PROP -,R/W DEDICtTION I*- C2 34! L4 10 FUTURE RIIN C5 5.111 31' WNI M-ill 1 8, 90.S 25.5! C3 CIS ............ C11 ❑ 13 1 C7 ............ ............ ..... Do o J ............ . ...... 16 ...................... . ..................... .................... ............... DIG ALERT GRAPHIC SCALE DIAL TOLL FREE .IM009 1 1-800-227-2600 IN FEET aAT LEAST TWO DAYS sownffigineenng I inch 20 fL BEFORE YOU DIG SAXON ENGINEERING SERVICES INC UNDERGROUND SERVICE ALERT 13F SOUTHERN CALF 25 TEMPLE HEIGKTS DRIVE,SUITE A,OCEA II)E,69M56 TEL: WDID#8 33C374339 90.380.2180 FAX 8M.653AI93 PREPARM BY: ?,jofESS I SIIEETG10 MARK REVISIONS APPR. DATE 1� m S MY OF LAKEELSINORE o o o ti HORIZONTAL CONTROL PLAN In NO. 441 0 Ep.5/30/517 SCALE: BENCH MARK: PM NO. 22930 PARCEL I OF SHEETS KURT M. SAXON RCE:44150 DATE CIRCLE-K STORE FILE N.. civo- 29300 CENTRAL AVENUE,SEE SHEET Gl -T- .0.#1448-016 POFCA0� DATE: 6-11-15 w LAKE ELSINORE, CA 92532 1 — — — — - I - - - — — I � SEWER I ff J.1I : I - I CONSTRUCTION NOTES 8 QUANTITIES � � I - I 1, �E�O; ��OC3• I•I-; ,. i N .. I — — `+.�.—•"a_�JJ 5-0 �,02 4 g y 40 INSTALL 4'PVC(SDR 35)SEWER LATERAL. 188 L.F. I r I 41 96.26 INV g6.42 INV I a 1 41 DMGINSTAS-2 AND 5-13.LL e SEWER ANWT PER EMWD STD.2 FS It 1 3 EA I _. (� ' I -. •� I ~ 42 OONNECT To EXISTING ¶AND LOCATION ERAL.CONATTRACTOR 1 L.S. > I ` M S. CONTRACTOR TOnVERIFYLOCATED EMSNGRWASH STATUS OF EXISTINGCLARIFIER TANKS, ,W v REPLACE AS NEEDED TO MATCH EXISTING. 1 LS. jJ I� II 11 n II I"E,ER WATER Q CONSTRUCTION NOTES & QUANTITIES II ( I INV I II .� II L L=12' 4 x II J O INSTALL 1 1/2•COPPER WATER SERVICE. 120 LT. I i 5=0.02 II `' I 42 41 II Q 51 INSTALL 1'WATER SERVICE CONNECTION AND REPLACE EXISTING{METER WITH A NEW 1•METER PER I SCO L=92' EVMWD STD.DWG.W-18. 44 L.F. \ O 0 I 41 94.BINV r/ INSTALL PREVENTION PER EVMND INV 96.56 fG a.a I 52 STD.DWG.NO.W 21 B. 1 EA I I I i I 92.62IN I I 4 10 \\ EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED El ! ,-0 0 0 I IN PLACE. 1 EA II I II L -1O PROPOSED CONNECTION TO BUILDING.REFER TO PLUMBING PLAN FOR FURTHER INFORMATION. 1 EA EXISTING 1•DOMESTIC SERVICE LINE TO BE REPLACED. rt j (I \ O yg ,:„^;., iF- •�''"'` # "'"'°''°'"^ " ®EXISTING 1'DOMESTIC SERVICE FOR THE CARWASH TO REMAIN. EXISTING IRRIGATION SERVICE TO REMAIN. I I ............... -x ... .r._.S y - ..�.�... ._._..___............... s.—........., s s ._.....�_� a... g�,_ �s w —._....... ins _ - - - - - - - - Ia'o I �-� I u _DEXTER AVENUE ................. 7 I E D I G L-ERT iw w� GRAPHIC SCALE DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS sa000nengineering I IN" 20' fL BEFORE YOU DIG SAXON ENGINEERING SERVICES, INC ltmh- UNOERGRDUHO SERVICE ALERT SOUTHERN CAUFOM 2605 TEMPLE HEIGHTS DRIVE,SUITE A OCEANSIDE,CA 82056 WDID#H 33 C37433(J TEL-949 366.2180 FAX:W0.653AI93 MARK REVISIONS PREPARED BY: QROF ESS o lzJ M.Sq�0< CIT �y Y OF LAKE EISINORE SHEET G1 APPR. DATE No. 441e0 z^ COMPOSITE UTILITY PLAN DE //L E*P•6/30/17 a SCALE: BENCH MARK: PM NO. 22930 PARCEL 1 SHEETS KURT M.SAXON RCE:44180 DATE v`f t CIRCLE-K .STORE FILE No. v CIVIL d SEE SHEET G7 C ff DATE: 29300 CENTRAL AVENUE, W.O. DF CALIF 1448-016 6-11-15 LAKE ELSINORE, CA 92532 i