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HomeMy WebLinkAboutENG-2023-00099 PG PLAN NO 23-321-23-324 GRADING NOTES: CITY OF LAKE ELSINORE 1.ALL WORK SAL[BE DONE IN ACCORDANCE WITH THE COY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE NNE STREET LATEST EDITION OF THE UNIFORM BUILDING CODE(UB.C), CHAPTER 33. 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PR/OR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. cr 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. PRECISE GRADING PLAN 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. 7O 7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN COR LEINS ST. e 901'RELATIVE COMPACTION OUT TO THE FINISHED SURFACE r >� 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OZ DENSITY AS DETERMINED BY THE MODIFIED THREE(J)LAYER A.STM. D-1557-70 TEST METHOD. $/jE 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO 7-ELEVEN PLACING OF FILL, LEMOW S7REET 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. PARCEL 2, CORYDON GATEWAY 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN V PER FOOT FOR A MINIMUM OF THREE(3)FEET, THEN 1Z(MINIMUM)TO FLOW LINE OF EARTH SCALE LAKE ELSINORE CA !� � 12. MINIMUM BUILDING PAD AND DRAINAGE SWALf SLOPE SHALL BE 19,IF CUT OR FILL SLOPE IS LESS TAN TEN FEET(10),AND 29<IF CUT OR FILL IS GREATER THAN TEN W FEET(10). DRAINAGE SWALES SHALL BE A MINIMUM OF 05 DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES. 7 Q 6WAN6E_ STREET y 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED 4J (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 15.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS Q (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND BUNDY CgNYON ROAD ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 18. THE SOILS ENGINEERING INVESTIGATION DATED OCTOBER 3,2019 PREPARED BY EARTH STRATA GEOTECHNICAL SERVICES SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE TZ 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE Mr s VICINITY MAP ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. N.T.S. 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT { AND FILL SLOPES OVER THIRTY FEET(30)IN VERTICAL HEIGHT _ 22.A FINAL COMPACTION REPORT WILL HE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND \ BENCHED. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. /' 0 A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. TLEGAL DESCR/PT/ON C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. _ _ _ D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION ® z FUELING AREA LOT 2 OF TRACT MAP N0. 37977 OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSfA ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES(12)ON CENTER. 7 AND CANOPY a THE COUNTY OF RIVERSIDE, STAE OF CALIFORNIA. SLOPES OVER EN FEET(15)IN ICAL EIGHT,IN ADDITION TO GROUND COVER, ALL BE TED WITH VED FREES, S OR NATION SHRUBS SHALL FBEEPLANTED AT TEN FEET T(10)HON CENTER'TREES AT TWENTY FEET(20)HON CENTER,NCOMBINATIONSRFFTEEN FEET(15)BON CENTER./SLOPES T 0 ERO THREE FEET(3)IN VERTICAL J6 J6 J6 BASIS OFBEARINGS. HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. \ 0 26,APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT \ CENTERLINE OF CORYDON STREET, AS SHOWN ON A RECORD OF SURVEY, ON FILE IN BOOK 73, PAGE 44, 27 APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK OF RECORDS OF SURVEY, BEING SHOWN AS NORTH 363500"EAST 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 30.AN APPROVED SET OF GRADING PLANS STILL BE ON THE JOB SITE AT ALL TIME FEMA FLOOD ZONE.' 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. O✓ 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY(90) \ / FIRM= 06065C2043G, EFFECTIVE 8/28/2008 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE N0. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. '` ZONE X- AREAS OUTSIDE THE 1%ANNUAL CHANCE FLOODPLAIN AREAS OF 1%ANNUAL CHANCE SHEET 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING \ FLOW FLOODING WHERE AVERAGE DEPTHS ARE LESS THAN 1 FOOT, AREAS OF 1%ANNUAL CHANCE OF FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. \ STREAM FLOODING WHERE CONTRIBUTING DRAINAGE AREA/S LESS THAN 1 SQUARE MILE, OR AREAS 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. �, A,�°° ° \ PROTECTED FROM THE 1%ANNUAL CHANCE FLOOD BY LEVEES. 35.APPROXIMATE DATE OF. r L OC4 T/ BEGINNING OPERATION:9-1-202J ° COMPLETION ON MAP 6-1-2024 ' ✓+` ' APN 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(J)WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE ;% / / S1REEt SCALE' >'=40' FEET(3)OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 370-050-035 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. SHEET INDEX 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID f/8 33C393839. SHEET TITLE SHEET 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS, NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE SHEET 2 PRECISE GRADING & DRAINAGE PLAN SHEET 3 EROSION CONTROL PLAN SHEET 4 SITE PLAN STORM WATER DRAINAGE OWNER/DEVELOPER PUBLIC UTILITIES: RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT RED CORYDON, LLC DISTRICT ZONE 3 25425 JEFFERSON AVE, SUITE 101 ELECTRICAL SERVICE DISTRIBUTION RICH BELLANTE MURRIETA, CA 92562 SOUTHERN CUSTOMER SERVICE IA CENTER 951-678-2622 (405)650-5238 EARTHWORK 1-800-655-4555 NATURAL GAS SOUTHERN CALIFORNIA GAS COMPANY SITE ACREAGE STATEMENT OF QUANTITIES WATER AND SEWER TREATMENT AND DISTRIBUTION 1.1 AC CUP 20 CUBIC YARDS ELSINORE VALLEY MUNICIPAL WATER DISTRICT BUILDER SERVICES FILL. 20 CUBIC YARDS ENGINEERING 800-427-2000 NET 0 CUBIC YARDS(NET) 951-674-3146 FIRE PROTECTION RIVERSIDE COUNTY FIRE DEPARTMENT NO E: THE OU FIVES AS SHOWN HEREON ARE FOR PERMIT AND BONDING PURPOSES ONLY. THE GRADING SOLID WASTE DISPOSAL COUNTY CODE ENFORCEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITITIP ES PRIOR TO THE START OF GRADING AND RIVERSIDE COUNTY WASTE MANAGEMENT 951-955-2004 ACCOUNT FOR DISTURBING ANY EXCESS MA ERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SlE TO DESIGN COMMERCIAL PROPERTY MANAGEMENT OFFICE OF THE COUNTY FIRE MARSHAL GRADE. THE ABOVE CUT AND FILL FIGURES REPRESENT PURE VOLUME FIGURES ONLY. THERE IS NO 800-423-9986 951-955-4777 CONSIDERATION TAKEN FOR SHRINKAGE, SUBSIDENCE, OR ANY OTHER LOSS FACTOR. THE CONTRACTOR'S BID WILL BE THE SOLE BASIS FOR ALL PAYMENTS FOR WORK DONE. PRIOR TO START OF CONSTRUCTION, CONTRACTOR/OWNER SHALL LOCATE TOE AND TOP OF SLOPES BY FIELD MEASUREMENTS AND VERIFY PAD ELEVATIONS. SOIL ENGINEER'S CERTIFICATE DIGALERT PRIVA TEENG/NEER'S NOTICE TO CONTRACTOR THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, AND TO THE BEST OF OUR KNOWLEDGE, THERE REPORT N0. 192846-10A, PREPARED BY EARTH STRATA, DATED OCTOBER 3, 2019 FOR THIS DEVELOPMENT ARE NOT EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR �/ y "W STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY Iy AAL DAMAGE TO THESE LINES OR STRUCTURES. GE 692 0910612023 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION SI NATURE RCE NO.. DA Tf d NO.692 PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE : EXP. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, y INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO CALL BEFORE YOU DIG APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION WORK TO REDONE INN +C� CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS THE CITY, ITS EMPLOYEES, AND AGENTS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE CONSTRUCTION OF CURB, GUTTER, SIDEWALK, PAVEMENT AND PARKING FACILITIES. 1-800-422-4133 OF WORK ON THIS PROJECT AT LEAST 2 WORKING DAY THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD NOTICE REQUIRED CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND ERSC 09/07/2023 MB SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. T� T ENG-2023-00099 MARK REVISIONS APPR DA E APPROPRIATE CONDITIONS OF DEVELOPMENT NAND/OR CCI CITY PREPARED BY PRVSS" #2543YORBALINDABLVD CITY OF LAKE ELSINORE SHEET 1 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE J. OFq F. YORBA LINDA,CA 92886 O P BLUE PEAK 714.749.3077 A ENGINEERING WWW.BLUEPEAKENG.COM 7-ELEVEN OF 4 } No. C060482 BENCH MARK� 9/28/2023 s/u/zozs SCALE AS SHOWN CORYDON GATEWAY SHEETS * ExP.06-30-24 EMON HABIB, RCE No. 83156 DATE ROBERT DEPRAT RCE No. 60482 DATE Ny CML eP ELEVATION. 1330.77I'(1929 TATUM) PRECISE GRADING PLAN FILE No, CITY ENGINEER >F Op CA`\foe- DATE: 7/18/2023 PLUS264'AD✓USTMENT TITLE SHEET 23-321 CITY OF LAKE ELSINORE L_ -,�'- / --------------F-_________------------------------------= ----------_-I r-------------- PAD 3 I I v � II II I ------ ------ -, EXPRESS CARWASH ;�---------------- SIT ® J __J�_____________________________________________________J III _________________________________________ J i i I ii I sir 20 10 0 20 40 tr-------------------------------------------------------------------------K-----------i I, li I I �, I iil iii SCALE: 7"=20" FUTURE-NOT A PART - - LEGEND -=---------------------------------------------------------- -----------------------------------------------_--------- - I _-- �- I� I I III III R PROPERTY LINE WV WATER VALUE __�------- -------r==--- II III FF FINISHED FLOOR WM WATER METER 11 y _�- III I IIII III TO TOP OF CURB BW BACK OF WALK - III III III FS FINISHED SURFACE FG FINISHED GROUND / 1 III / III III FL FLOW LINE lNV INVERT ELEVATION I TC 79.2 2 79.39 ,�1 TC III TO TOP OF GRATE I 9 TC `Y 7 26 I 35 PROPOSED CONTOUR N8T36'11"E 184.66'FS 78.89 FS 6 I III III � / o III III �56� EXISTING CONTOUR -7 PL 7$6 \LC'Z8.34 III III GB GRADE BREAK �,/l y ��� 56.10 �) �I 1"/ E 1.29 iQ 95 78.80 III III R RIDGE LINE PROPOSED ELEVA 7/ON o _ o __ __ FG80.30 00 tr2 FS 78.53 �` .2 (56.10) EXISTING ELEVATION L 0 j RIW RIGHT OF WAY ,�I�9- .0% II vLJ LIGHT R�IS7S.l S7g 10 II III o'U WATER METER0 H E. OVERHEAD ELECTRICAL +� -- FS78.49 FS 79 OS d` O III III J -- q FS79 5 7 IIII 'III AC PAVING CONCRETE PA NNG TG7 � Q I II I III FS7H1,1 B 2 5 B z GRAD//VG CONSTRUCT/O/V/VOTES QUA/VT/T/ES 4 7-ELEVE^N $ M Ipi'ry 11 11 n 1 PROTECT IN PLACE EXISTING IMPROVEMENT. N/A FF-V O.YO w O2 CONSTRUCT PCC CURB PER CITY OF LAKE ELSINORE STD. 202. 1,000 LF I III _ IW III (/� O3 CONSTRUCT PCC CURB& GUTTER PER CITY OF LAKE ELSINORE STD. 200. 20 LF 2F5796 PAD-79.90 MIN.eTGa 46 II 79.96 p p I,\. III Oa CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD. 210. 2,370 SF ¢7y .TCSa1 FS$0. 2Q% ° III OS CONSTRUCT 4.5' AC OVER 72""AB PER SOILS REPORT: 19,305 SF 4C$0.5 N 0 III FS78.35 OF 796 FS .36 TC 806 TCS02 n' -� 579 7 = n IIII I O CONSTRUCT CONCRETE PAVEMENT PER SOILS REPORT 8,700 SF 4H97 81.97 II II \ < t 1.47 n n III O7 INSTALL 36' V-GUTTER PER DETAIL HEREON. 70 LF T TC803 TC81.15 7 45 RIM 2 '7 0 82.11 I $.L3@i O8 INSTALL LANDSCAPING PER LANDSCAPE PLANS. NIA - '.F 7972 SSO.681 / FS .29 I rli III O INSTALL TRASH ENCLOSURE PER ARCHITECTURAL PLANS. I EA INSTALL PAVING JOINT PER DETAIL HEREON. 300 LF TC788 i 2%.. WW ETC 5 Q q III _J FS 83$ c� FS 980 _ /-� A :78794 :C80'1 $ 805 t.?% TC8 \ F578.09 ?'.� FS&52' / z o S79 62 g 00 F580 3 18" 18" SAWCUT EX E P GRIND 0.10'MIN. EX. PAVEMENT 5 FORA CLEAN CUT 2' AND OVERLAY 0.10"MIN. / , / rr - yI .. FS Ii / 3/4„ TC8t.8281 9B' t v ° FUEL 1�1 �� :a• �gf�EA rrII I `.•` \ ..,�O�O 10 .t: . . . . n �\I NEW PAVEMENTEX. PAVEMENT AND G�NOPY ��63. ti #4 BARS (JOINTS AT 20 MAX.) fl' / r- PAV//VG OVERLAY/✓O//VTDETA/L coNTlNuous a 4 6 ii iii li 0 N.LS. 4 EA. 7 LONGITUDINAL GUTTER 'H-4 N.T.S. yyI11 r�yy �O�O .-OUO O \ \? yI r ` III TC 77 Q'. SS jo IP'1 I/I 4' P/L /r \ � 2 a� rcaa. §a 57 n k,x c^�' l0 FS 80',45 I I CURB BUILDING A // •_' \� I�� 2 t- 7959 RlM\ c�Qs. /// G/�5�0' ;i Sg Np FUTURE PAVING 10 \ � , , / TC79 27 g /� /%i \ SECTION A-A S j N.LS. 'TC79 Str SI.. . 0.7 RIM 1 FS 79 3 r� G -� �� o F // R/W Fs80.34 EX LANDSCAPE TCBo.io l`IYN LANDSCAPE EX. SIDEWALK FS79.83 i�' LANDSCAPE CURB EX CURB& GUTTER CURB /� �G 1 BUILDING EX STREET , ®' � A! PAVING 5 - «, cog GUTTER SECTION B-B ERSC 09/07/2023 MB N.TS. ENG-2023-00099 MARK REVISI❑NS APPR, DAT E THESE PLANS HAVE BEEN REVIEWED APPROPRIATE CONDITIONS OF DEVELOPMNENTNAND/ORCCITY ITH ANDHE PREPARED BY PRVSS,AL #2543YORBALINDABLVD CITY OF LAKE ELSINORE SHEET 2 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Rj J OF,o BLUE PEAK YORBA LINDA,CA 92886 714.749.3077 A ENGINEERING WWW.BLUEPEAKENG.COM 7-ELEVEN OF 4 No. C060482 BENCH MARK � p}'j-. 9/28/2023 � s/u/zo23 SCALE AS SHOWN 7-ELEVEN GATEWAY SHEETS � * Ex.06-30-24 EMONR HABIB, RCE No. 83156 DATE ROBERT DEPRAT RCE No. 60482 DATE Ny P CIVIL eP ELEVATION: ts30771'(1929DATUM) PRECISE GRADING PLAN FILE No, CITY ENGINEER >F Op Cpl�f�? DATE: 7/18/2023 PLus264'AD✓usTMENr PRECISE GRADING PLAN 23-322 CITY OF LAKE ELSINORE y n1 / - ---------- --F-______________________________________ --_______ -- n o----- -------- 1 n1 PAD 3 II II % PE I II II � I I II I ;/; 6�R4 D LEGEND ------ -------n° EXPRESS CARWASH ~ ------------- P0 ROP FIBER ROLL � III FINISHED SURFACE CONTOUR�T ® II 1 III /�/ F_ /7 ------------------------------------------------ Iii i Ii STABILIZED CONSTRUCTION ENTRANCE L\ 1 J 1 1 jj 1 I i i FILTER FABRIC *M-I MATERIAL DELIVERY AND STORAGE T_ -------------------------- - + -- 1 Iii 1 r i r s"TO s"COARSE WM-3 STOCKPILE MANAGEMENT J j II j j j AGGREGATE 20 10 0 20 40 III ` FUTURE-NOT A PART 'li n s"MIN. ` `: WM-8 CONCRETE WASTE MANAGEMENT III O STAB/L/ZED CONSTRUCT/_ONENTR4NCE Wm-9 SANITARY/SEPTIC WASTE MANAGEMENT \ I _.. - 1 1 1 111 III 2 SCALE: 1"=20' ---------- --------------------- -' 1 ni ill NTS 1 - -��------------------------�-_-� 1 i n III IY___I --_------�_--------------------------------------------------_--�-�---------------------------j1i 1 i ni III ----fi ---- I - EROS/ON CONTROL NOTES.' QUANTITIES -- , I II III NPDESI TORIVI WATER POLLUTION NOTE` 1�INSTALL ONE ROW (MINIMUM) OF FIBER ROLLS 820 LF - 78.48 RIM 1 ii FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT THE PROPERTY OWNER PROVIDE STABELIZED CONSTRUCTION ENTRANCE PER DETAIL 2 HEREON 1 EA 1 IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER(OSP)AND QUALIFIED SWPPP DEVELOPER(OSD)IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, PRE-QUALIFIED SUPS FROM THE \ n III CALIFORNIA STORM WATER QUALITY ASSOCIATION(CASQA)HANDBOOK/WEBS17E FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONS17F TO THE MAXIMUM \ \ --------I�------- \ �19 py, n li li li EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS.FOR ALL OTHER PROJECTS, THE 20X\ 11 1 III PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMPS FOR CONS7RUC➢ON ARE IMPLEMENTED TO 207 11 III RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONS17F TO THE MAXIMUM EXTENT TRAFFIC CONTROL NOTE 1 O ii 1 `t PRACTICABLE THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNS ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE DURING CONSTRUCTION AS NEEDED TO ASSIST TRAFFIC \ 11 1 1 INTRODUC77ON OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING /\ FLOWAROUND THE CONSTRUCTION SITE. 111 11i ANY PHASE OF CONSTRUCTION. P�4iTy0 ��,/pE��, / � � II tie%o 11 1 I III z 1.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT THE STORM WATER F4i CSC, /11 _ 11 1 n REPRESENTATIVE OFIOTHE REGIONAL(SWPPP) WATER QUALITYECONTROL ON-SITE BOARD(RWOCB)AVAILABLES NTA ANOA Rf�ONSAND/OR �s > �� 7-ELEVEN MADE 02�'VT \<<� 'I FF-�0.40 1 THE CITY OF LAKE ELSINORE. 1'6% MIN. °i 1 I I _� 2. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES PAD-79.90 MIN. II 1 C NOT CARRY WASTES OR POLLUTANTS OFF THE SITE DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIWDUAL NPDES PERMIT UNDER THE EROSION CONTROL NOTES STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVTY 4.77 II _y I li II II J.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO.- SOLID OR LIQUID CHEMICAL SPILLS WASTES 1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS 529, e p FROM PAINTS, STAINS SEALANTS SOLVENTS,DETERGENTS, GLUES,LIME,PESTICIDES,HERBICIDES,FERTILIZERS, 772, 1237 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED a.9% ii III WOOD PRESERVATIVES,AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS,.FUELS, OILS WTHIN THE LAKE ELSINORE DESIGN MANUAL -I LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS CONCRETE AND RELATED CUTTING OR CURING 2 THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. \� 7 .45 RIM I I I 1 � " � � " " � � " " � � " " � � " I � � � 3.IN CASE OF EMERGENCY CALL THOMAS HAWKSWORTH RESPONSIBLE PERSON AT 949-939-3322 24-HOUR p1 i III RESIDUES, FLOATABLE WASTES, WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; ( ) �/ 1 411 III WASTES FROM STREET CLEANING,,AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND PHONE NUMBER). TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND 4.DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY,BY THE PERSON _ 1 t2% �4 1 1 NTH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. RESPONSIBLE FOR GRADING OPERATIONS. � \ n III 4.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST 5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE Sl7E THAT IS 1 z o J 1 NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE 5.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS WASTES,SPILLS OR RESIDUES SHALL BE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF N 1 1 IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SI7E TO STREETS DRAINAGE FACILITIES, OR TEMPORARY AND PERMANENT SOIL STABILIZATION.ADJOINING PROPERTIES BY MAID OR RUNOFF 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3.1 RA770 AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY O 2 li li li 6.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE TOILETS,LIQUIDS, OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM I w \ O \ 1 III GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/ SEASON,ALL SLOPES SHALL HE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT CONSTRUCTION \ 1 1 / PUBLIC STORM WATER CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. SITS SHALL BE REVEGETA TED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WTHIN 7-DAYS OF Z ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE COMPLETION. DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. Z FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SCOPE AT THE 8. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL CONCLUSION OF EACH WORKING DAY O. e e e 1 1 III (g'n COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE 517E TO WARN AGAINST 9.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. oDo FUELING AREA oOo �� li / REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED 9.DUST SHALL BE CONTROLLED BY WA 7£RING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. \f/i e e 1 ��1 1,r CONSTRUCTION STAGING AREAS 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON i r 1 THE APPROVED PAN. AND CANOPY 10.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS f OVED L I Vl� 1 /III INFlL 7RA7ED INTO THE CONSTRUCTION SITE IS PROHIBITED.DISCHARGING NONCONTAMINA7ED GROUNDWATER 11.DESIL TING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A PRODUCED BY DEWA T£R/NG ACT/0TIES MA Y REQUIRE A TWENTY-FIVE(25) YEAR, SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS DESIGN O, �/ 1 ii 1 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING ° 1 REGIONAL WATER QUALITY CON 7ROL BOARD. a)DESIL77NG BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. 11. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS b)THE EXTENT OF ALL GRADED AREAS AND IDEN77FICA 77ON OF ANY TEMPORARY SOIL o0o 000 00 11 1 1 r 1 INSTALLED.EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED STABILIZA LION MEASURES. / e e e / / ii r i r SLOPES UN77L SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 1007 SLOPE PROTECTION MUST c)SIZE OF DESIL TING BASIN OUTLET PIPE AND OVERFLOW I r r BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CER77FICA TE OF OCCUPANCY. d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WDTH,SLOPE OF WALLS PERCENT O 12. VEGETA77ON CLEARING AND BRUSHING AC70TIES SHALL NOT BE INITIATED DURING THE WET SEASON ON COMPACTION,ETC. 1 III ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESIL TING BASINS OR OTHER TEMPORARY DRAINAGE e)OUTLET CONDITIONS FROM THE DESIL TING BASIN SHALL NOT EXCEED DOWNSTREAM®® OR CONTROL MEASURES. LIMITATONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 13 STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMPS TO ELIMINATE OR REDUCE SEDIMENT 1.5 TIMES THE MAXIMUM DESIGN FLOW TRANSPORT FROM THE SI7E TO STREETS DRAINAGE FACIL177ES OR ADJACENT PROPERTIES 12 NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE 14, STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT RAPID CONSTRUC77ON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES V, FROM THE SITE TO STREETS DRAINAGE FACILITIES OR ADJACENT PROPERTIES KA RUNOFF, VEHICLE TRACKING WHEN A 509,CHANCE OR GREATER OF RAIN WTHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE { x OR HIND.INACTIVE FOR A PERIOD Of 14 DAYS OR MORE SHALL BE COVERED;ACAVE STOCKPILES SHALL BE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). �/ COVERED PRIOR TO A FORECASTED RAIN. 13.BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE 15.FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT SPECIAL ATTENTION ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES ALL REMOVABLE SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN(REAP)AS REQUIRED PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN I ^^\ 79.59 RIM ❑ / y\ ii BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(409,). PERMIT-CONSTRUCTION ACTIVITIES 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS 16.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE ONSITE PUBLIC DRAINS AND PIPES DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESIL TING BASINS AND MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE THE BASINS PUMPED DRY ANY GRADED SLOPE HMP S DAMAGED DURING A RAINSTORM SHALL ALSO BE BINSIMMEDIATELY REPAIRED FAILURE TO PRO THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM . VIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 15.DISCHARGING OF CONTAMINATED SOILS WA SURFACE EROSION IS PROHIBITED. (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES NPDES WDID J/8 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND `e `� \ \ B2`�� ❑ i 'i i 33C39452J DATE%DID ISSUED: DULY 15,2021. SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT ROUTINE STREET SWEEPING SHALL BE PERFORMED ON rl ' IS THE UNDERSIGNED CINL ENGINEER,A QUALIFIED QSP ANDIOR QSD WILL REVIEW PLACEMENT OF EROSION ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS 0./ RIM ��i/ i/ ��/ ) CONTROL AND INSURE THAT WORK IS IN ACCORDANCE W UTI THE APPROVED PLANS. SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE ----------------------------------------- ROBERT DEPRAT R.C.E. 60482 EXP. 61JO12024 ERSC 09/07/2023 MB ENG-2023-00099 MARK REVISIONS APPIR DA E APPROPRIATE CONDITIONS OF DEVELOPMUENTUAND/ORCCI YIAND THESE PLANS HAVE BEEN REVIEWED FR CMPLIANE WTH HE PREPARED BY PRVSS,AL #2543YORBALINDABLVD CITY OF LAKE ELSINORE SHEET 3 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ���ERj ✓ OF,o BLUE PEAK YORBA LINDA,CA 92886 0 4' 714.749.3077 AENGINEERING WWW.13LUEPEAKENG.COM 7-ELEVEN OF 4 No. C060482 BENCH MARK1 }� 9/28/2023 8/11/2023 P SCALEAS SHOWN C❑RYD❑N GATEWAY SHEETS * Ex.06-30-24 EMON HABIB, RICE No. 83156 DATE ROBERT DEPRAT RICE No. 60482 DATE Ny CIIA eP ELEVATION: If 771'(1929 oA TDM) PRECISE GRADING PLAN FILE No, CITY ENGINEER >F of ca��eoe- DATES 7/18/2023 PLUS264'AD✓USTMENT EROSION CONTROL PLAN 23-323 CITY OF LAKE ELSINORE f--------------------;' -------------- == // SITE PLAN KEYNOTES PARKING LEMC CHAP 1752 _ PAD 3 k� REQUIRED PARKING: STALLS ,q 1❑ ACCESSIBLE STALLAND RAMP;REF SHEET ALA. RETAIL(1:250): 17 ---- EXPRESS CAR WASH PROPERTY LINE;REF CIVIL SHEETS. TOTAL PARKING PROVIDED: 25 STALLS ---Ia-------------------------------------------iiir ---1----- �4 PARKING;NREP SHEET A1.4.DER SEPARATE PERMIT. MINIMUM DRIVE AISLE WIDTH:ET�DA----LL______ ___________ ______________ ��--------------- ----J/// ENSIGNS. 9'XZ��� /X STANDARD PARKING SPACE DIM 5 FUEL VENTS;REF CIVIL SHEETS FOR LOCATION. � F ACCESSIBLE PARKING ELECTRICAL VEHICLE CAPABLE J / © AIR/VAC EQUIPMENT. SPACES EVSE SPACES r------------------------ ----------------------------------------------, za21 B-2 TABLE IIB-208.2 & C I ' 7 ACCESSIBLE PEDESTRIAN PUBLIC RIGHT OF WAY SITE ACCESS;REF CIVIL SHEETS. 2022 CAL GREEN �8 ACCESSIBLE PATH OF TRAVEL FOR DISABLED ACCESSIBLE PARKING STALL AND PUBLIC TOTAL NUMBER OF TOTAL NUMBER OF TABLE 5.106.5.2 PARKING SPACES PROVIDED ACCESSIBLE SPACES WAY TO PUBLIC ENTRANCE. TOTAL NUMBER NUMBER NUMBER OF EVCS 1 25 1 OF PARKING OF REQUIRED EV EV CA PABLE �9 ELECTRICAL PANELS;REF ELECTRICAL SHEETS SPACES CAPABLE SPACES SPACES PROVIDED ------- -- -- -------------------------- ---------------------------------- ----------------------------------------------------__7 TOTALPARKINGPROVIDED: 251�- ti__ __ __ __ __ _ I_ -_-_-_-_-_—____--_-_—__---____- -- - 10 MAIN ENTRY DOOR. WITH EVSE __ TOTAL ACCESSIBLE SPACES REQUIRED: 1 STALL ) EXIT DOOR. VAN ACCESSIBLE REO'D(SEC.11 B-208.2.4) 1 OF TOTAL REQ'D 10-25 4 0 CO2£ ACCESSIBLE SPACES PROVIDED: 12 SHUT TANK/CAGEWHERE INSTALLED/ANCHORED PER MANUFACTURER SPECS L GC.PROVIDE TOTAL PARKING PROVIDED: 25 STALLS POWER CONDUITS FROM STANDARD STALL: 0 STALLS 9 ELECT:1,000A 120/206V 30 4W III SHUT OFF WHERE CO2 SUPPLY LINES PENETRATE THE BUILDING.LABEL PROVIDED BY TOTAL EV CAPABLE PARKING SPACES REQUIRED: 4 STALLS COMMON TRANSFORMER VAN ACCESSIBLE STALLS: 1 STALL NUCO2. TOTAL EVSE PARKING SPACES REQUIRED: 0 STALLS 15 NAT GAS:400 CFH TOTALACCESSIBLE SPACES PROVIDED: 1 STALL '" 13 6'0 PARKING STALL PIPE BOLLARD WITH PLASTIC COVER-REF:DEf,A/- TOTAL EV CAPABLE PARKING SPACES PROVIDED: 4 _-_- TOTAL EVSE PARKING SPACES PROVIDED: 0 LP7 N _ A 14 NOT USED �^ 5 P� RD&O 2 15 GAS METER DISCHA RGE TO 7 1 16 NOT USED FUTURE EVCS NOTES: SWALE BU LDIN(L SETBACK E 1. ALL EV CAPABLE PARKING SPACES SHALL BE PROVIDED WITH 14 19 12 5° 17 PROPANE CAGE INFRASTRUCTURE FOR THE ADDITION OF FUTURE ELECTRIC VEHICLE CHARGING STATIONS AS REQUIRED BY CALGREEN 11 r SECTION 5,106.5.3. 1 q'-5' O 16 2-BIKE REFER TOO LANDSCAPE DRAWINGS 2. '*AB1100 CHAPTER 819,SECTION 22511.12(b) \ LP3l 24 ° AN ACCESSIBLE PARKING SPACE SERVED BY AN ACCESS AISLE PAD 2 EVC 19 DUMPSTER ENCLOSURE- SERVED BY ELECTRIC VEHICLE SUPPLY EQUIPMENT OR AN ° REF:SOT.A1.2 ACCESSIBLE PARKING SPACE WITH AN AISLE DESIGNATED AS A (� \ _ 26'-" 18'-0" 20-0"I FUTURE ELECTRIC VEHICLE PARKING SPACE SHALL COUNT AS AT 25 20 NOT USED LEAST TWO STANDARD AUTOMOBILE PARKING SPACES FOR THE ° / 4 PURPOSE OF COMPLYING WITH ANY MINIMUM PARKING SPACE 17 7-ELEVEN EVC 26 EVC r 00 REQUIREMENTS ESTABLISHED BYA LOCAL JURISDICTION. 21 FUEL CANOPY UNDER SEPARATE PERMIT 10'-11 1/2 4 088 SF 4 EVC -r o of FUEL STORAGE TANKS UNDER SEPARATE PERMIT BICYCLE PARKING FUTURE V E 4 - ° 23 NOT USED BICYCLE PARKING SHALL BE IN COMPLIANCE WITH CAL GREEN SECTION 5,106.4.1 31 /2 10 EVCS - b� J \ O ON EVC 2 q VISITOR PARKING REQUIRED(80%): 20 STALLS \ -_ > • a ' ; a 1\ lA � 25 2"0 WATER POC-REF:PLUMBING DRWGS TENANT PARKING REQUIRED(20%): 5 STALLS '^� \ \ OI 1 LONGTERM BICYCLE PARKING REQUIRED(5%VISITOR PARKING): 2 BICYCLES TS 1'.q c �q 0 SEWER POC-REF:PLUMBING DRWGS LONG TERM BICYCLE PARKING REQUIRED(<10TYENANT-OCCUPANTS): 0 BICYCLES TE INA DIN B w- BFP y'r 1% o SHORT TERM BICYCLE PARKING PROVIDED: 2 BICYCLES BY NDLa w F b 1 g 7 26 FUTURE EVCS EQUIPMENT LONG TERM BICYCLE PARKING PROVIDED: 0 BICYCLES \ w—w w `i VApJ P6Q 3 �• b LEGEND&SYMBOLS SITE LIGHTING NOTES J 9,0"(L)12'-0' (L)5�d- I `�'. AP ACCESSIBLE PATH SIGN 1. THIS PLAN SHOWS ONLY THE LIGHTING TO BE INSTALLED BY THE DEVELOPER AT THE TIME OF CONSTRUCTION OF 7 ELEVEN. AEVCS ACCESSIBLE ELECTRICAL VEHICLE CHARGING SPACE W/CHARGING PEDESTAL 2. LIGHTING FOR ANY OTHER PARCELS WILL BE PROVIDED UNDER SEPARATE PERMIT AT THE EXISTING PAVING 2 O % m DDC DOUBLE DETECTOR CHECK VALVE-REF:CIVIL TIME OF DEVELOPMENT. DRAWINGS 920 �` y EVC FUTURE ELECTRICAL VEHICLE CHARGING PARKING SITE PLAN NOTES SPACE EVCS ELECTRICAL VEHICLE CHARGING SPACE W/ 1. REFER TO CIVIL ENGINEERING DRAWINGS FOR ALL SITE IMPROVEMENT INFORMATION NOT 10�.-., qs, J CHARGING PEDESTAL SHOWN AS PART OF THESE DRAWINGS. m 'k - L,li o FDC FIRE DEPARTMENT CONNECTION-REF:CIVIL 2. REFER TO CIVIL ENGINEERING DRAWINGS FOR ALL OFF-SITE PAVEMENT CONSTRUCTION. 2, DRAWINGS { 3h L'. 3E�,l { (E)59'-0" / 3. REFER TO TO CIVIL ENGINEERING AND LANDSCAPE DRAWINGS FOR ALL SITE PAVING SECTIONS q T„ - - 15'-d' PH FIRE HYDRANT-REF CIVIL DRAWINGS AND FINISHES. PROVIDE BLUE REFLECTOR @ CL DRIVEWAY PER FIRE \, DEPT REQUIREMENTS 3 4. REFER TO LANDSCAPE DRAWINGS FOR ON&OFF-SITE LANDSCAPE AND IRRIGATION. 8 _ // G GREEN WASTE DUMPSTER 5. REFER TO LANDSCAPE PLAN FOR DECORATIVE PAVEMENT FINISHES AT PEDESTRIAN DRIVEWAY (E) $1 (F 31 3,i L o (F 31,3 1 2 CROSSINGS,AND AT PUBLIC SIDEWALK WHERE CROSSING DRIVEWAY ENTRANCES TO PARKING \ r: 3 / GM UTS METERTY LOCAS ION-REF:PLUMBING&GAS LOTS. 6. REFER TO SHEET AI.4 FOR TYPICAL RAMPS,STRIPING SIGNAGE AND ACCESSIBILITY DETAILS. PIV POST INDICATOR VALVE-REF:CIVIL DRAWINGS U}`):DIN SF�Y�B R RECYCLE DUMPSTER qq BE SITE ENTRANCESIGN / / \ SS STOP SIGN 9" 48"H PLASTIC BOLLARD COVER T TRASH DUMPSTER 3 Jn\ TR TRANSFORMER-REF ELECTRICAL UTILITY DRAWINGS = \ \ WM WATER METER-REF:CIVIL DRAWINGS ;,I>, 6" SCH 40 GALVANIZED PIPE- FILL WITH CONCRETE 5 VAN VAN ACCESSIBLE PARKING SPACE 4Ff: � VEVCS VAN ACCESSIBLE ELECTRICAL VEHICLE CHARGING '- i CRON FOOTING 1/2"AROUND 4L PIPE T SPACE W/CHARGING PEDESTAL -` WYP.AT PAVED AREAS i \ a -------- ACCESSIBLE PEDESTRIAN PATHWAY TOP OF CONCRETE CURB&SIDEWALK- __, PAVING OR REF:CIVIL DRWGS FINISH GRADE CONCRETE FOOTING- \ O-o GENERAL PARKING LOT LIGHTING- " z MIN 4,000 PSI @ 28 DAYS) \ p/ 17'-6"HIGH POLE ON 2-6'CONCRETE BASE(20'-0"TOTAL HEIGH7� t �> REF:APPROVED SITE DEVELOPMENT LIGHTING DRAWINGS UNDER r ?•-- \ SEPARATE PERMIT FOR SPECIFICATION&CIRCUITING- sy (4)#3 CLOSED TIES AT 12"O.C. 3 V A / ti / \ \ LPG. REF:DET.A1.Oa FOR DETAIL- \ INSTALLED BY PAD 2 GENERAL CONTRACTOR (4)#4 VERT INTERNATIONAL SYMBOL OF ACCESSIBILITY 3 CLR .. { / „ .� / o �q.•�U/ _ �1.:. t•; 4-1/2"WELDED BOLTS EL 1 AC -r SIGNAGE- i 79 / s' `" \\ +� \ / / •�/ REF:CIVIL DRAWINGS = - e FUTURE ELECTRIC VEHICLE CHARGING STATION - - - +� FUEL RICING EXIT-TI '--' RR - SIGMA \ // REF:S,ENT SIGN SI N PROGRAM NOTES: NORTH 1. PROVIDE PLASTIC BOLLARD COVER.COVER TO BE IDEALSHIELD(OR APPROVED EQUAL)1/8" THICK,BROWN(PO-440C),6"PIPE FIT,DOME TOP,48"TALL. \ / ^: 2. DESIGN PARAMETERS: 20 MPH � "wrrz•wrz•w w - 5,000 LB VEHICLE rz / .. � 3. USE SONOTUBE IN SANDY OR OTHER SOILS THAT MIGHT CAVE IN. z SITE PLAN 1_2''0' 4. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NO UTILITY CONFLICTS EXIST WHERE BOLLARDS ARE TO BE INSTALLED,PRIOR TO INSTALLATION. ° 20 ERSC 09/07/2023 MB PARKING STALL PIPE BOLLARD DETAIL0112"-1`2 A ENG-2023-00099 THESE PLANS HAVE EEN REVIEWED FORMARK R E V I S I O N S A R R R DATE APPROPRIATE C❑NDITBONS OF DEVELOPMENT NAND/ORCCITYITAND HE PREPARED BY' PaoSE A D� #2953 VORBA LINDA BLVD CITY OF LAKE E L S I N❑R E SHEET 4 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �°RS J. Ofq YORBA LINDA,CA 92886 e� BLUE PEAK 114,749.3077 A ENGINEERING WWW.BLUEPEAKENG.COM 7—ELEVEN QF 4 1 _ ) No, C060482 SCALE'AS SHOWN BENCH MARK' C❑RYD❑N GATEWAY JJz/+j/��� 9/28/2023 � e/11/2023 SHEETS * Ex.06-30-24 MON HABIII, RCE No, 83156 DATE ROBERT DEPRAT RCE No. 60482 DATE N9 P CIVIL e LEAnon 1J3O.771'(1929 DATUM) PRECISE GRADING PLAN FI. No. CITY ENGINEER rF o� PLUS 2.64'ADJUSTMENT SITE PLAN CTY OF LAKE ELSINORE °F cn��F DATE' 7/18/2023 23-324