HomeMy WebLinkAboutAS-Builts - Mission Trail Apt Precise Grading_FINAL GRADNGNOTM PRECISE GRADING PLAN
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES
Oo THE 801U.B.C.,AND 8 2 ANDIAPPLICABLE
HAPTER 3RDARDS MID SPECIFICATIONS AND THE LATEST EDITION aRNF-
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, FOR MISSION TRAIL APARTMENTS
PRIOR TO ANY OPERATION. BORROW
3. THE DEVELOPER AND THE CONTRACTOR SHALLN011FY ALL UTILITY COMPANIES AND U.S.A. 32585 MISSION TRAIL APN: 365-030-001 sm
ALERT(1-800-422-41-4133)48 HOURS PRIOR TOO GRADING. �NyO
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE CITY OF LAKE ELSINORE
DRIVE N ROAD
OF BEGINNING GRADING OPERATIONS.
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. LAKE NORE o vs HEMLOCK STREET_
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, COUNTY OF RIVERSIDE STATE OF CALIFORNIA
AND SHALL BE SHOWN ON THE PLAN. 1fB Eby PROJECT
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.,UNLESS OTHERWISE G4 R0� cgpo mm
APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION yy
OUT TO THE FINISHED SURFACE.
8 A.8T.M.D-1557 COMPACTEDFILLS SHALL BE
EST THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE-LAYER /STORM WATER POLL1.111 N NOTES
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 1. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CAUFORNIA STORM WATER QUALITY M�R<Y CFO qy 9y
GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL ASSOCIATION (CASQA)HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE o -o- �i OLIVE ST.
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF SHOWN ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION r1
GROUND IS APPROVED BY THE SOILS ENGINEER. BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY
11. FINISH GRADE SHALL HAVE A MINIMUM SLOPE GRADIENT OF 2%AWAY FROM STRUCTURES AND A GRADIENT OF PHASE OF CONSTRUCTION OPERATIONS.
1%(MINIMUM) FOR SWALE PROVIDING DRAINAGE TO THE STREETS. 2. STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIV E OF THE REGIONAL WATER QUALITY CONTROL BOARD(RWQCB)- SANTA
ANA REGION AND/OR THE CITY OF LAKE ELSINORE. LEMON STREET
12. MINIMUM BUILDING PAD AND DRAINAGE$WALE SLOPE SHALL BE 1% CUT FILL SLOPE IS LESS 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER
0.5'DEEP
AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. (NON-STORM WATER)
THAN AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SQUARELE S SHALL BE A MINIMUM OF ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. -
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4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED T0: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS , DETERGENTS , GLUES, LIME, PESTICIDES, HERBICIDES,
13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS , PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC , RADIATOR OR BATTERY FLUIDS ; CONCRETE AND RELATED
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. HLORINATED POTABLE WATER
FROM LINE CUTTING
R CURING RESIDUES; FLOATABLE WASTES ; WASTES FROM FLUSH FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OFHQUMATERIA S SHOULD OCCUR INAIPMENT STEAM CLEANING OR H SPECIFIED AND EMICAL SCONTROLL CONTROLLED TEMPORARY REA FROM STREET SON-SITE PHYSICALLY ANING; AND CSEPARATED FROM POTENTIAL VICINITY MAP
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS NOT TO SCALE
5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM.
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES,
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE OR ADJOINING PROPERTIES BY WIND OR RUNOFF. PUA13M PLC NOIM
CHARACTERISTICS OF THE SOIL 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK, PORTABLE TOILETS,LIQUIDS,GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE 1
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. CPC 710- DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM SEWER MANHOLE OR BELOW MAIN SEWER LEVEL
SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. DRAINAGE PIPING SERVING FIXTURES WHICH HAVE ROOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT
ISSUANCE OF BUILDING PERMITS. 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED . UP-STREW MANHOLE COVER OF THE PUBLIC SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PR07ECTED FROM BACKFLCW
10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED OF SEWAGE BY INSTALLING AN APPROVED TYPE BACKWATER VALVE FIXTURES ABOVE SUCH ELEVA71ON SHALL NOT BE
18. THE GEOTECHNICAL REPORT DATED DECEMBER 20.2016 PREPARED BY LOR GEOTECHNICAL GROUP.INC. CONSTRUCTION STAGING AREAS. DISCHARGED THROUGH 714E BACKWATER VALVE
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER
PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. O BACKWATER VALVE SINGLE SYSTEM PER SECTION 710 OF THE C.P.C.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED
PAID ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. FIXTURES ON THE FIRST FLOOR CONNECTING TO THE BACKWATER VALVE:
SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY LOT:NONE
REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. DRAINAGE OR CONTROL MEASURES. ..�.
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 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 PROPERTIES VIA EIXTUR: HEIGHT ABOVE FINISH FLOOR
.CONSTRUCTION/GRADING. RUNOFF,VEHICLE TRACKING,OR WIND.STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. SHOWER 0.17 FEET
15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL WATER CLOSET 7.2 FEET
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER BOARD NPDES PERMIT, GENERAL PERMIT-CONSTRUCTION ACTIVITIES.
TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS.
HEIGHT. 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PDEE D# DATE WDID ISSUED: 13 OCTOBER 2017
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED ,8. E SI CI GINEER, A QUALIFIED QP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE NTH THE APPROVED PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE `' 12/28/17 PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE WORDS.THESE LOCATIONS ARE APPROXIMATE
APPROVED BY A REGISTERED SOTS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE ,MIKAMI R.Z.E-RbS'965-E�f273�/f86A'Pti` AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT; 1'NECESSARY ADJUSTMENT CAN BE MADE
REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMEiw'Ti,THE CONTRACTOR IS REQUIRED TO
RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
EROEIa� L NOTES NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND
ANY DAMAGE TO THESE LINES OR STRUCTURES.
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 802, 882, 1237, 1004, 1258, CONSTRUCTION SITE BEST CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ll� PROJECT,INCLUDING SAFETY OF ALL PERSONS
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. AND PROPERTY,THIS REQUIREMENT SHAIl APPLY CONTINUI NOT BE LIMITED TO NORMAL WORKING
OPERATIONS. 3. IN CASE OF EMERGENCY,CALL TODD COTTLE AT(714)288-7600(24-HOUR PHONE NUMBER). HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY: HOLD THE OWNER AND ENGINEER
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY, BY WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. OR THE ENGINEER.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH APPROVED GROUND COVER;SPACING PER 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION . THE CONSTRUCTION SITE SHALL BE
LANDSCAPE PLAN. IN ADDITION TO GROUND COVER,SLOPES SHALL BE PLANTED WITH APPROVED TREES, MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL
SHRUBS,OR COMBINATION THEREOF;WITH SPACING AS SHOWN ON THE APPROVED LANDSCAPE PLAN. STABILIZATION.
SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION EART}'IWORK UUANT6FE
DEVICES PER UBC,CHAPTER 70. 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10)-FEET IN HEIGHT(TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT WITHIN 7 DAYS.DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATD AS SLIT TILL IMPORT
ADJOINING PROPERTIES DURING THE GRADING PROJECT. EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. PROJECT SITE 639 C.Y. 52,578 C.Y. 0 C.Y.
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. BORROW SITE 59,738 C.Y. 0 C.Y. 0 C.Y.
27, APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED.
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. SHRINKAGE (5-10%) (7,799) C.Y. -------- --------
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. TOTAL 52,578 C.Y. 52,578 C.Y. 0 C.Y.
11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE
29. THE LOCATION AND PROTECTION OF ALL U11UTIES IS THE RESPONSIBILITY OF THE PERMITEE. DETAILED ON THE PLANS DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING:
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. O)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. NOTE: ESTIMATEDETERMINE THEIR OWN QUAN VOLUMES FOR TITIES
PURPOSE.CONTRACTOR SWILL
b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. _
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW.
OPERATION. d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, PERCENT COMPACTION,ETC. �1/��
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO SOILS ENG14Epr S CERTFICATE SHEET INDEX
IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. LOR GEOTECHNICAL CROUP HAS REVIEWED THE PUNS FROM A
IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED GEOLOGICIGE07ECHNIM ENGINEERING STANDPOINT ONLY THE
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND EROSION CONTROL MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND PLANS ARE IN COMPLIANCE WITH THE GEOLOGIC/GEOTECHNMAL SHEET DESCRIPTION
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY ATMOSPHERIC AGENCY(NOAA).
FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY ENGINEERING RECOMMENDATIONS PRESENTED IN THE REFERENCED 1 TITLE SHEET
34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). PROJECT REPORT(S)AND SUBSEQUENT ADDENDA THIS RENEW 010 2-3 INDEX MAP, QUANTITIES & DETAILS
ROUGH GRADE APPROVAL 14. AFTER A RAINSTORM , ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT NOT INCLUDE CHECKING THE ACCURACY OF THE CIVIL AND STRUCTURAL
35. APPROXIMATE DATE OF: BEGINNING OPERATION: FEBRUARY,2018 PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO ENGINEERING DESIGN AND DIMENSIONS,INCLUDING LINES AND GRADES, 4-8 PRECISE GRADING & HARDSCAPE
PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. OR COMPLIANCE WITH BUILDING CODE REQUIREMENTS,WHICH ARE UNDER
COMPLETION: MARCH,2019 15. DISCHARGING OF CONTAMINATED SOILS NA SURFACE EROSION IS PROHIBITED. THE PURVIEW OF OTHERS. 9-11 DRAINAGE
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3' WILL BE 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT.ROUTINE STREET SWEEPING SHALL
PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. PROJECT NO.: J3310.1 12 BORROW SITE GRADING PLAN
AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 13 EROSION CONTROL
37. THE ENGINEER MUST SET GRADE STARES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE
APPROVAL POST CONSTRUCTION STRUCTURAL BMP'S REPORT(S)DATE: Ifi
38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING
DEPARTMENT. TREATMENT CONTROL REQUIREMENTS APPLICABILITY SPECIFIED BMP INSTALLATION SIGNATURE, DATE. I-T�'
39THIS SITE RAS
MUNICIPAL AND OBTAINED
AL STORM WATERPOLLUTION
UTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE (CA%SHEEM NUMBERS) VERIFIED
NPDES WDID#8 33C381802 DATE PERMIT ISSUED: 13 OCTOBER 2017 QpOFES$,°
40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED A. COS WATER QUALITY STRUCTURE UNIT YES SHEET NO(S): 11 SKGQATURE - "a DATE: GRADING PERMIT NO.lfJ1"A§ '
WITHIN EASEMENT UMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. BASIN A &B, TREATMENT CONTROL BMP F9 6
NO. 30
RECORD DRAWING v izo/t8 E a a WDID NO. 8 33C381802
REVISIONS: PREPARE ER SU ERvisloN OF: SCALE: P CITY OP LAKE ELSINORE
ENGINEER�VG G�OLOGI3T SOILS ENQN�EEFi1 OWNER' �o QROFESSTOy� M WI L ANTI 1 F
LOR GEOTECHNICAL GROUP, INC. LOR GEOTECHNICAL GROUP, INC. C&C DEVELOPMENT �o is M.WISUN DATE: w CORP AT�ON PRECISE GRADING PLAN SHEET-�
14211 YORBA STREET RCE NO.49884 EXP.9-30-18 9 CORPORATE PARK,SUITE 100 T:949-679-0090
6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT AS-BUILTS RH 5.19-2020
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RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 SUITE 200 No. 49884 THESE PLANS HAVE BEEN RENEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F. sas-s7s-ops, MISSION TRAIL APARTMENTS
T: (951) 653-1760 T: (951) 653-1760 TUSTIN, CA 92780 )SC,W k E AREA PU C Whk 16-3-i9 * os73o71e * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SIDE BENCHMK N0.BM E-3-70.E EV 1279.829.BRASS DISC IN CONCRETE POST 7Y NORM OF SRFS,4,la Bt MRR. DATE LAWS,AND A PERMIT CAN BE ISSUED. 32585 MISSION TRAIL -APN:365-030-001 FILE NO.
www.lorgeo.com www.lorgeo.com T: (714) 288-7600 MPRK DESCR�IION �9 CIVIL �� INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL
www.c-cdev.com DESIGNED BY: WMC DRAWN 8Y: WMC �F _ BASIS OF BEARING: TTfLE SHEET t4v-091
i (� L DATE: {�' CENTERLINE OF CEREAL STREET,BEING NS752'461T,`dwEN MONUMENTS 3 AND 4,BEING THE CENTERLINE
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON FAGREL RC 3920 C ENGINEER - - INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND COMON STREET.
20' 20' SHEET INDEX ESTIIMTE Of
2% 2% z% 2% SCALE: 1"-60' STREtT CONSTRUCTION NOTO OUANTTfi
-� _ o-CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE SIR NO.200. 765 L.F.
TYPE'6" CURB& 3.5° A.C./4°A.B.(MIN.)TO BE TYPE°6° CURB& I �� 2 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD.NO.202. 2,527 L.F._ __ -_ - — - - -_� - �
GUTTER PER CITY DETERMINED BY SOILS ENGINEER GUTTER PER CITY I III CONSTRUCT 35'A.C.OVER 4"A.B.PER GE07ECHNICAL ENGINEERS RECOMMENDATIONS 61,402 S.F.
OF LAKE ELSINORE
SECTION "A" - SITE ENTRY SSID 2KOEOELSINORE LEGENp I i ,I I O4 --CONSTRUCT CONC.V-GUTTER PER DETAIL"C"ON SHEET 2. 3026 S.F.
PRECISE s I 'I I o-CONSTRUCT TYPE 84 CURB PER CITE'OF LAKE ELSINORE STD.NO.203. 86 LF.
i 6' 30' 16' _ 24' 16' L_O J SHEETS I 8 I I '� I ING —CONSTRUCT ACCESS RAMP PER DETAIL"P ON SHEET 2. 4 EA
i
PARKING PARKING PARKING I O7 -INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 4 EA
4 WIDE 2% -- =DRAINAGE I I fI ( a—CONSTRUCT CONCRETE STEP-OUT PER DETAIL'0'ON SHEET 3 486 LF.
2% CROSS-GU ER O
2S 2X 2% I ►r I oVP I li ,,, 1, go-INSTALL WHEEL STOPS PER DETAIL"C"ON SHEET 3. 10 FA
��sp° Opy I 4,'J f0 INSTALL VAN ACCESSIBLE PARKING STALL PER CBC 11296.4 WITH"NO PARKING PAVEMENT
--- TYPE"6A" CURB PER CITY TYPE'6A' CURB PER CITY / I �,5 ® ( I MARKING PER CBC 1129B.42,AND PER DETAILS'H"THROUGH W ON SHEET 3 10 EA
TYPE'6A" CURB PER Cltt OF - — — — — — — — — — — — — — — — 11 CONSTRUCT LOCAL DEPRESSION PER RCFC&WCD STANDARD N0.LD201 4 EA
OF LAKE ELSINORE STD.202 OF LAKE ELSINORE STD.202 12 CONSTRUCT 6•PCC(CLASS 520-C-2500)DRIVEWAY 230 S.F.
LAKE ELSINORE STD.202 Ty
"6" CURB&GUTTER I 0 I
6'WIDE SIDEWALK 3.5 A.C./4 A.B.(MIN.)TO BE PER CITY OF LAKE 3.5°A.C./4'AB.(MIN.)TO BE
DETERMINED BY SOILS ENGINEER ELSINORE STD.200 DETERMINED BY SOILS ENGINEER I I 1'
6'WIDE SIDEWALK 6'WIDE SIDEWALK I 14 IRRIGATION AN LOCHSLEEVE NPAS LANDSCAPE PLAN(SHOWN FOR REFERENCE ONLY); 1 L.S.
SECTION "B" (PARKING BOTH SIDES) SECTION "C' (PARKING ONE SIDE) �p�� ESTWTE
N.LS N.T.S I I 1I I I I .�p•.+....�NOIf EB OUAMTIIi�3F
— ---------- — Z__ I
30' 16' 30' CONSTRUCT PAVERS,COLOR AND FINISH PER LANDSCAPE PLANS Z980 S.F.
57�- PARKING y WIDE I I I ' 31 CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE PLANS 16,400 S.F.
CROSS-CUTTER
2% 2% 2X 2% 2% 2% I ————— ——fl q I 32 INSTALL 12 ATRIUM GRATE INLET(NDS1290)PER DETAIL"B ON SHIFT 2 90 EA.
r yf a oC-et-r •I ._ Tit 3 INSTALL 4"SOLID PVC S1N7 35 WITH PIPE BEDDING PER DETAIL"A"ON SHLFF 2 1,602 LF.
2% sroar Z'
3.5"AC./4 A.B.(MIN.) SIDED TALK PETYPE R CITY OF CURB I I ,�f / ® I }_ -INSTALL 4'PERFORATED PVC SDR 35 RETAINING WALL SUB-DRAIN(PER SEPARATE PERMIT) 392 LF.
TYPE"6A CURB PER CITY OF J �-INSTALL 6'SOLID PVC SDR 35 WITN PIPE BEDDING PER DETAIL'A'ON SHEET 2 3f0 LF.
TO BE DETERMINED BY ELSINORE STD.202 /
TYPE'6° CURB&GUTTER SOILS ENGINEER IAKE ELSINORE STD.202 I i I I I. 36 INSTALL 8'SOLID PVC SOR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 676 LF.
PER CITY OF LAKE 6'WIDE SIDEWALK 3.5°A.C./4°A.B.(MIN.)TO BE i -
ELSINORE STD.200 TYPE"LAKE
CURB PER STD.
OF DETERMINED BY SOILS ENGINEER �'� / - - 37 INSTALL lOr SOLID PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 62 LF.
LAKE ELSINORE STD.202 o-INSTALL 12'SOLID PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 19 L.F.
SECTION "D" (NO PARKING) SECTION E" (PARKING ONE SIDE) -
N.LS " Ni I i /// -- BsotRro '\'' P �sD�,C 39 CONSTRUCT V-DITCH PER DETAIL"M'ON SHEET 3 478 LF.
/` cAA,G(llnvi" �_ `` o-CONSTRUCT RIP RAP PAD DETAIL"N'ON SHEET 3 1 EA
N uuNDRr CONSTRUCT V-DITCH INLET PER DETAIL'P"ON SHEET 2 1 EA.
MPER RECOMMENDED ( 1 / I/ I L 42 INSTALL LOW FLOW DEWATERING PUMP PER SPECS ON SHEET 5 1
PVC SPECIFICATION I / CONSTRUCT SPILLWAY AND WEIR PER DETAIL"R"ON SHEET 5 1 EA.
I a 6 I tl 7 1 I STORM DRAM CONSTAUC710N NOTES QUANTTOF
r I 50 CONSTRUCT 18-RCP(D-LOAD PER PROFILE)&BEDDING PER RCFC&WCD STD.M815 628 L.F.
N I m I I
BOMPAC SHALL BE CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STANDARD MH251 4 EA.
COMPACTm TO A RELATIVE UNIT "
COMPACTION OF NOT LESS BOUNDARY I I; -- __ _____ __ __ __ __ __ __ �CONSTRU�T GITC I li4SIN N0. 1 PER RCFC&WCD STANDARD CB100 2 FA,
iv OM 909 EXCEPT FINAL L— MARKED ONLY RAIN N THE STORM DRAIN'WTTH LMS MANUFACTURING
2 FEET WHICH WILL BE -- -- -- - I 3'x 5 1/4'DURACAST STORM DRAIN MARKER
90%RELATIVE I 3'MIN. L - _ _ _ _ w-PA EASEMENT_TO BE VACATED)_ �- - - - - - - - - - - - - @ WITH LOCAL CATCH SIISIN N0.4 PER RCFC&WCD STANDARD CB10D, W=2'-11 3/8° 2 �•
COMPACTION NOT LESS THAN 95% WITH LOCAL DEPRESSION N0.3,CASE'A'PER RCFC&W R STD.LD202
IN PAVEMENT
AREAS PVC PIPE D INSTALL IN-LINE COS UNIT(CONIECH STD CDS2015-4-C)PER DETAILS ON SHEET 3 2 EA.
(SIZEER I7� L I CONCRETE SLAB MIN. MAX.
�ACKFILL I I (PER SOILS REPORT) \//'��/ � I E 1 D 1 5/8- 2 3/8- V 3.83'
SAND OR//4 MAX• BEDDING WITH SAND 'DF=PER FF E'LEVATION \J �II�-I qq_��1I LOCAL DEPRESSION
CRUSHED T20CK • --f OR OTHER GRANULAR o _ _ E 5/8" i 1/2' 3.O'
a•4'MIN.) MATERIAL(MIN SE.-3lI) 1% MIN +`- •, ° TRANS LO' 1.83' LO'
AND SHALL BE COMPACTED 20% MqX 2% MIN
MAX PAD ELEV. o F 7/16' 3/4" INSTALL 12'X 1.°
TO NOT LESS THAN 90% f---- G G 0 1 I w 1:1 BROOKS BOX NO.1212
RELATIVE DENSITY ��/f./• i✓//,:ft/• w G 7/8" 1 7/16" -- pp��ggIUIIAR WITH"H
TYPICAL P.V.C. PIPE TRENCH DETAIL (PER SOILS REPORT) 0 11 ,, o - T�06 R PtWAY G At7 lE.
A -BASE MATERIAL DOME DETAIL =
(PER SOILS REPORT) NOTES: PLAN M 1:1
NOT TO SCALE
O DEEPEND FOOTING DETAIL PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 24" OF THE THROAT 1:1
j� NON-NRFAREA D OF THE RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS SHOWN. COLOR
It MAIF GRATE PER 1D'SQUARE GRATE PER SLAB SECTION OF TEXTURE (COATING) SHALL BE SAFETY YELLOW IN COMPLIANCE WITH ADA SPECIFICATIONS.1A ----
NDS/1211(BLACK) NDS/1290(BLACK) G ELEVATION V-DITCH PER DETAIL INSTALL 8" Pi
NOT TO SCALE MINIMUM DETECTABLE WARNING SURFACE DIMENSIONS: 48°W, 24°L. M ON SHEET 3 PLAN U SECTION G-C (SDR 35)
FINSH GRADE
FINISH. i%MIN.,GRADE t'-_�-_-_t-__.--__^
TRUNCATED DOME DETAIL V-DITCH INLET DETAIL
>
1.$�A1/yy, ------ Ni
y SIDEWALK SIDEWALK O"CF N.T.S.
(WIDTH PER PLAN) (WIDTH PER PLAN) O^Cf 6'CF e
NOS 640 HUB ADAPTOR z GRATE ADAPTOR
---��AS NECESSARY FL 8.33% 8.33%
OR AS REQUIRED s I I YA1t1a 7
o _ 3.0'(MIN) �AND ABEq�N1ATION3
TIE INTO MAIN DRAIN LINE FOR END OF RUN INLETS FF ELEV PER PLANTYPE 6A
o-
USE 4S 4LS. i .l FG LLEy -P.T.CONC SLAB Cl1RB ONLY 0'CF MI 11"CF Z VARIES 4' VARIES TRACT BOUNDARY - K EXISTING STREET LIGHT PE PAD ELEVATION
9LT OR 45 DYES I V �+ S ------- RIGHT OF WAY GFF GARAGE FINISHED FLOOR
(GLUE FITTING TO PIPE) -- - ---�`---- PER PLAN a, i (11'THICK 202 PER CITY SAD. 6"CF 6'CF 6'MIN. MIN. 6' MIN. EXISTING FIRE HYDRANT
-- -I-(--- ---Z-f
'OF SAND ( •) LOT LINE GL GARAGE LIP
DETECTABLE WARNING�` EAE`I \d• SURGACE T CURB FACE - - -
- TOP AND TOE OF SLOPE R=,, = C&G - - ----M--- EXISTING WATER LINE
.y/y GUTTER IN ADA STALL -R---R- RIDGE LINE
• 2%MAX.IN ANY __ EXISTING WATER LATERAL
O
12" GRATED INLET I N u 15-mil Vaqueen Liner MIN LIP DIRECTION CURB fi CURB FACE -G-i250� CONTROL LINE
ICONTOUR o- AND METER BOX-�__ _- EXISTING WATER VALVE
NOT TO SCALE � � pqp pay p�PLAN NOTES: (FOR HANDICAP RAMPS HEREON)
Cr EXISTING CONTOUR -S----- EXISTING SEWER LINE
A-HANDICAP RAMP SHALL CONFORM TO TITLE 24 a" '�
m LOWER EDGE OF 36" STANDARDS-STATE OF CALIFORNIA ADA REQUIREMENTS, o: RETRAINING CURG -a- EXISTING POWER POLE - _�,.��------- IXISITING SEWER MANHOLE
V-GUTTER TO AND CITY OF LAKE ELSINORE STANDARDS. a Cr CURB FACE
SLOPE 2%MAX.IN 1° 18" le i° NOTE: FOR FOUNDATION CONSTRUCTION DETAILS B-ACCESS RAMP SHALL BE CONSTRUCTED OF 6° CURB 70 UNIT NUMBER TC TOP OF CURB
ADA PATH OF 4'THICK P.C.C. q'MIN, _����.�,,- DAYLIGHT LINE R BOWLINE ELEV.
TRAVEL PER PLAN.
SEE ARCHITECTURAL PLANS C-CORSI.. WEAKENED PLANE JOINTS I'DEEP WITH
LENGTH PER PLAN. �yS� LEVEL LINE
A.C. F�FRY" 3/8"UP(Trn) *REQUIRES ROOF GUTTERS D-011N 7HRE4LIEVE!0SGUERhCE AT THE TOP OF THE FLOW RATE TG TOP OF GRATE
PAVEMENT Q RAMP CONST.A BORDER 12'WIDE OF 1 4'WIDE X 1/4' 3/4"IN 12"BORDER
TYPICAL FOOTING/SLAB DETAIL / GRADED SWALE GB GRADE BREAK
8 - - - - O DEEP GROOVES 3/4"APART, PER GROt it DETAIL HEREON
o E-THE
THE BOTTOM OF THE RAMP CRNST.A 0"C.F. STREET CENTERLINE FG FINISH GRADE
NOT TO SCALE F—THE SLOPE OF THE CENTRAL PoRBON OF THE RAMP
3 SHALL NOT BE STEEPER THAN 8.33% --- --- FLOWUNE LP LOW POINT
G-INSTALL DETECTABLE WARNING SURFACE .
z PCC CLASS PER ADA REQUIREMENTS AND DETAIL HEREON. 18 CONSTRUCTION NOTE HP HIGHT POINT
- ¢ 520-C-2500 GROOVING DETAIL - GRAVEL BAG ROW INV. INVERT of PIPE
3 AGGREGATE BASE TYPICAL HANDICAP RAMP DETAILS --- - STORM DRAIN PER STORM FS FINISH SURFACE
C CONCRETE V-GUTTER O
NOT TO SCALE RECORD DRAWING V0� gV 6 DRAIN PLAN SHEETS FF FINISHED FLOOR
REVISIONS: PREPARED es SUP RVIs10N oF: ScaLe CITY OF LAKE ELSINORE
OAR. D QROFESSlOy� ^�,�8 M WILSON MIKAMI
ENGMMFMG GEOLOGIST= SOBS` C&C DEVELOPMENT � �� ` F SRRC�I M.WILE EXP.9-30-18 DAB s CORPORATE
O R P�IRATI a N TE 100 T. s o0so PRECISE GRADING PLAN s"EET='--
LOR GEOTECHNICAL GROUP, INC. LOR GEOTECHNICAL GROUP, INC. s
$ 6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT 14211 YORBA STREET
RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 SUITE 200 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F:949-679-0091 MISSION TRAIL APARTMENTS OF
TUSTIN, CA 92780 2 AS-BUILTS RH 5-10-2020 * asi3OiTe * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK:
y T: (951) 653-1760 T: (951) 653-1760 ER r� �p�
T: (714 288-76DD �m OISCRIP110N 8Y APf+R. DATE J' CNIL TAWS,AND A PERMIT CAN BE ISSUED. RNERSEC ON BENCH ARK N0.BM E-3-I0. MIS ON TR29.BRASS DISC IN CONCRETE POST 7MI MISSION T of•r a72JOJ MISSION TRAIL — APN�365-030-001 FILE No.
www.lorgeo.com www.lorgeo.com ) l \`' INTERSECTION�CORiWN STREET AND MISSION TRAIL 27'EAST OF THE CQJTERUNE OF MISSpN TRAIL
www.c-cdev.com DESIGNED BY: WMC DRAWN BY: WMC lo G�V\F DATE:- 6 26-!$ of BEAR"c CONST. NOTES AND DETAILS 1�'Oq'S
CENTERLINE OF CEREAL STREET,BEING N575T49-W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON 3 20 ITY ENGINE - - INTERSECTIONS OF CEREAL SIBEET AND SIONEMAN STREET AND CEREAL STREET AND CORYDON STREET.
PRECAST CONC. WHEEL STOP PROP.
WISE NOTED PROP. RETAINING WALL
6'-O"(UNLESS OTHER
2" ,7" 2" 3 FENCE PAVING H e" PROP. i/E I
- SEALANT, TTYP. �• y i' RETAINING
A.C.
r CURB I WALL EX. GROUND
ON SELECT BASE 2'MIN. 4' 2'TYP.
WHEELI EY. GROUND 1 1268
I MIN. I 1280 t I 1270.8
VARIES 1280 f��\?� I AL PROP. GROUND 1268 t �'/DAYUGHT LINE \/,
I II PER DETSMTOLP"� FIG PER PLAN ~\ I 21�M1^' PROP. GROUND 2'MIN. - I 2
HEREON PER PLAN \ 1267
16 STEEL REINFORCEMENT LJ CROSS HATCH STRIPING 2$MIN 2',E IXISTING / �QI EXISTING CONCRETE V-DITCH
TWA; 16"MIN.LONG, TYP. (27 WIDE BLUE STRIPES 0 5� 1, CONCRETE V-DITCH�/ 2' IX. GROUND 2
36" O.C.4S ANGLE, 1262 t
O WHEEL STOP TWO COATS) P G PROP. CONCRETE V-DITCH
G NOT TO SCALE 4 WALK SECTION E-E
s SECTION A-A SECTION B-B SECTION C-C N.T.S.
I I � N.T.S. N.T.S.
O O CITY OF LAKE ELSINORE CITY OF WILDOMAR
UNAUTHORIZED VEHICLES OR 8' FUTURE R/W
PARKED IN DESIGNATED PER P IMPROVEMENTS
N ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING *NO PARKING LEGEND PER CBC 11298.4.2 16" 60'PROPOSED R/W rPROED R/W
PLACARDS OR LICENSE R/W (3 LANES) ES) t
RESERVED VAN PLATES ISSUED FOR
PARKING ACCESSIBLE PERSONS WITH DISA r 30'EXISTING R 50'EXISTING R W
MINI UR FlNE MINI UN FlNE BILITIES MAY BE TOWED TYPICAL HANDICAP STALL s" i$IM �4" to'
1 250 250 AWAY
EX T OWNER'S J NOT TO SCALE \\/\\ \ I 25'EXIST.PAVEMENT 25' 10'
TO BE REMOVED EXIST.PAVEMENT 'I
o a r\� 5' 5'MIN. I 43' 7' 7' 43' I 5'MIN.
z STANDARD VAN ACCESSIBLE (PER STATE OF CALIFORNIA TITLE 24) \/\ I WALK PROPOSED WALK j
HC SPACE SPACE TOWED VEHICLES MAY BE _, _PAD I IMPROVEMENTS RE I
RECLAIMED BY TELEPHONING
Z g (R7-�) O (R7-✓�) 4" THICK CLASS - ME RAN
(CONTACT NAME) 5' 1 ?'7 2.0$ VARIES$ 2.0$ Z•0% J
W zW (TELEPHONE NUMBER). g" PVC PIPE TRANSITION �o^o,� o 520-C-3250 PCC 4fq,F I ----- _ JI
3 Oj 9" x 14 DISABLED ACCESS TOE OF SLOPE a TYPE"6" OR "6A"
$1Q SIGN PER ABOVE. 2 PER PLAN n .� ,� n n T\ \r\\i CURB PER PLAN I C AC./14•A.B.(MIN.)
•I H ACCESSIBLE PARKING SIGN 5'WIDE SIDEWALK TO BE DETERMINED
"> z SIZE:17' x 27 MINIMUM 1 BY SOILS ENGINEER
2 O ,EEL PE RIME TUBULAR O 1 B'TYPE•TY O CURB SECTION D-D
STEEL PIPE PRIME AND PAINT. PER MERSSII COUNTY OF SECTION
CAP TUBE END - CONCRETE STEP-OUT MISSION TRAIL
3 O CONCRETE FOOTINGS 5" O NOT TO SCALE N.T.S
b
- O FINISH GRADE
b 4 � ,IOLP-�e
Ey b O 1Y x 2Y ACCESSIBLE PARKING SIGN 12" I�
�+ SIGN PER ABOVE.
ANY PORTION OF POST EXPOSED SECTION 'A-A'
TO EARTH SHALL BE COATED WITH
KOPPERS NO.50 BITUMASBC PER 5' 10,
MANUFACTURER'S RECOMMENDATION. TRANSITION
*SIGN PER CBC i129B.5 /� CDS2015-4-C DESIGN NOTES
g' PVC PIPE / OO/\ O Ql \ CENTER OF COG STRUCTURE,SCREEN AND CD32015-0C RATED TREATMENT CAPACITY IS 0.7 CFS[19.8 Ull OR PER LOCAL REGULATIONS.MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS
V \!J`KYLI J/�/� 1D.0 CPS 1283 UsL IF THE SITE CONDITIONS EXCEED 10.01283 Us]CFS,AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.
/ �!VC FIBERGLASS SEPARATION SUMP OPENING THE 1 ' DISABLED ACCESS STALL SIGN / O O �-Y\O L\a CYLINDERANDINLEi P CONFIGURATIONS
CD5AY BE
COMBINED
TO
SITE
SHOWN.ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW.SOME
'F•'1 `�/ v CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS.
NOT TO SCALE / / Q Qp440n 4 N i
CONFIGURATION DESCRIPTION
O
A A - � �." GRATED INLET ONLY(NO INLET PIPE)
K - - 1 ; . GRATED INLET WITH INLET PIPE OR PIPES
I O O L FLOW ;U CURB IN ET ONLY(NO INLET PIPE)
n O D O� O Q - 1 - CURB INLET WRH INLET PIPE E PIPES
\/_ SEPARATE OIL BAFFLE
FOR (SINGLE INLET PIPE RIVING UNITSODRED THIS CONFIGURATION)
\ O SEDIMENT WEIR FOR NJDEP/NJCAT CONFORMING UNITS
_ TOPS RAM A SE
Y TYP (SEE
EETAIFRAME AND COVER
p Op
PVC HYDRAULIC SHEAR d8"[i2191 I.D.MANHOLE
'LEI. PAINT BLUE NOTES PLAN PLATE STRUCTURE
PER CBC 11178.5.8.1.1 es
1. 18"THICK STONE RIP-RAP OVER FILTER MAX SITE SPECIFIC
FABRIC PER PF&RD STD PLAN 1808. PLAN VIEW B B DATA REQUIREMENTS
N.T.S. STRUCTURE ID
CENTER SYMBOL IN EACH 2. A MINIMUM OF 50 PER CENT SHALL BE wATEROUAUTYFLCWRATE(CFSORIh) 0.7 0.7
DISABLED ACCESS STALL OF A ROCK SIZE OF 100 LB(1r)WITH UT A-I LINE B
INSTALL SYMBOL FLUSH THE FOLLOWING GRADATION: PEAK FLOW RATE(CPS OR U°) 12.9
W/PAVING®HANDICAP CONTRACTOR TO GROUT CONTEC9 RETURN PERIOD OF PEAK FLOW YRS) ILw
y_g" PARKING STALL -2001 0-5% LARGER THAN TO FINISHED GRADE�M
- 1001 50-100% LARGER THAN GRADE � - SCREEN APERTURE(TAOOORd]OD) 4TER 4700
- 501 95-100% LARGER THAN \� -
RINGSrtRISERS /� PIPE DATA I.E. MATERwL DIAMETER
INLET PIPE I 1262.2D RCP 1258.77
SYMBOL PER CBC 11298.5.2
FIBERGLASSSEPARATION cE INLET PIK2 NA* NA
`"` oUTLET PIPE 1258.69
RIP-RAP DETAIL
CYLINDER AND INLET RIM ELEVATION ,3 1236.1
DISABLED ACCESS SYMBOL N NTS
I ANTIiLOTATION BALLAST WIDTH HEIGHT
NOT TO SCALE _ FRAME AND COVER
B INLET PIPE e+ B (DIAMETER VARIES) NOTESISPECIAL REQUIREMENTS:
rOVERHANG (MULTIPLE INLET PIPES OUTLET PIPE N.T.S.
L MAV BE ACCOMMODATED) I "
(CURB ____ § - 'PERENGINEEROFRECORD
ST CT
R
PERMANENT POOL GENERALNOTES
ELEV 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL OIMENSIONS MAYVAI-
'1 OIL BAFFLE SKIRT m_ 3 FOR FABRI ATOM DO REW NTATVE.DRAWINGS DDALI STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACTYCUR CONTECH ENGINEERED
4.COS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AHD INFORMATION CONTAINED IN THIS DRAWING.
1 1.0, VARIES 1� 14 5.$TRUCTURE SHALL MEETAASFRO HS20 AND CASTINGS SH I WET HS20(AASHTO M 308)LOAD RATING,ASSIIMING GROUNDWATER ELEVATION
S AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION.ENGINEEROFRECORDTOCONFIRM ACTUALGROUNDWATERELEVATION.
-3" SOLID STRIPE a MIN. 1.0' MIN. ,/ o SEPARATION 6.PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLNDER.REMOVE AND REPLACE AS NECESSARY DURING
_ A.D.A.SIGNAGE PROVIDED BY Q SCREEN - . MAMTENANNOTES RING.
OTHERS' I of F d PVC HYDRAULIC INSTALLATION NOTES
2/P SHEAR PRATE A. ANY SUBBASE,BACKFILL DEPTH,AND/ORANTIFLOTATION RtOWSIONS ARE SITESPECIFIC DESIGN CONSIDERATroN3 PAID SHELL BE
E6r
SPECIFIED BYENGINEEROFRECORD.
CONTRACTOR TO COORDINATE ADA : � � � _ BCONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SETTHE COS MANHOLE STRUCTURE
SIGNAGE WITH SIGNAGE / - J .Q (LIFTING CLUTCHES PROVIDED).
_ G CONTRACTORTOADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE STRUCTURE.
g CONSULTANT. \ I O 2 D. CONTRACTOR TO FROM IDE.INSTALL,ANO GROUT PIPES.MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.
SOLIDS STORAGE SUMP
g E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWUNE INVERT MINIMUM.ITIS
SIGN POST PER DETAIL"H° - _- ELEVATION A-A
s PCC CLASS 560-C-3250 SUGGE3 ED THAT ALL JOINTSBELOW PIPE INVERTSARE GROUTED.
HEREON. MINIMUM 80"HEIGHT 7" N.T.S.
- REINFORCING; a C NTI CDS2015-4-C
CONTRACTOR TO PROVIDE FOR AND INSTALL ACCESSIBLE PATH OF TRAVEL -a - ENGINEERED SOLUTIOM LLC INLINE CDS
SIGN PER MFORN14 BUILDING CODE SECTION 1.1298.5,AS REQUIRED. 9' - 6"X6"-W1.4 X W1.4 W.W.M. � • w.,C9"txHE9.caB
� - - soz�0.&�POHN o,.•alm aoo.w.Nc�o�H aso� STANDARD DETAIL
s (K ACCESSIBLE PATH OF TRAVEL SIGN , PARKING STALL STRIPING DETAIL O V-DITCH DETAIL -
N.TS
E NOT TO SCALE NOT TO SCALE RECORD DRAWING vob OV 6�Zo "Ir
- PER STATE OF CALIFORNIA TITLE 24
REVISIONS: PREPARED UiNp UrPER/ ION OF: SCALE: CITY OF LAKE ELSINORE
ENGINEERING GEOLOGIST-- 90L3 ENGNEEFt OWNER o QROFEss1 � .e�", t�G-12-I g )A W l L S O N M 1 KA M 1 ,
C&C DEVELOPMENT I N DA DATE: W C Q Po RAT I N PRECISE GRADING PLAN SHEET .3
2 L61 1 QUAIL V AL GROUP, INC. L61 1 QUAIL
GROUP, INC. 14211 YORBA STREET r RCE NO.49884 EXP.9-30-18 9 CORPORATE PARK,SUITE 100 T.949-679-0090
6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT m {{qq
RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 SUITE 200 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F.949-679-0091 OF II
RH S-,B-2020 MISSION TRAIL APARTMENTS -
T: 951 653-1760 T: 951 653-1760 TUSTIN, CA 92780 2 AS-BUILTS 4L * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: p�
ExP 09/30/18 RIVERSIDE BENCHARK NO.DM E-3-70.EUN 1279.829.BRASS DISC IN CONCRETE POST 72'NORTH •Y 32585 MISSION TRAIL - APN'365-030-001 FILE NO.
( ) MARK DESCRIPTION BY APPR DATE LAWS,AND A PERMIT CAN BE ISSUED.
www.lorgeo.com Ytllce.lorg�o.com T: (714) 288-7600 sl cmL �P NRERSFCTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENRERUNE OF MISSION TRAIL
www.c-cdev.com DESIGNED BY: WMC DRAWN BY: WMC CAVE 6.2�-�8 CE�NIERUNE OF OF I CEREAL STREET,BEING N52.5248•W,BETWEEN MONUMENTS 3 AND 4,BEW THE CENTERLINE DETAILS ��•Oeh fi
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON , TY ENGINEER - -9 INTERSECTIONS OF CEREAL STREET AND STONII STREET AND CEREAL STREET AND CllifOlN!SRRET.
SEE SHEET 8
0 70.40 A/C CONDENSER C\\ 69.40 4 0 23i0
\1< T ul
G O ------ P. 10gG o 10 TG 1 3 16.1 23.9' a.
' 6 35 FL-GB �
1 O (G Tr FS 70.40 2.00% o m x
TG PROPOSED 54" SD �n
69.65 69.69 � \0 69.30 69.69 2i0 rnrn PER SEPARATE PLAN 1 zz I
'69.50 - FS �� 1 1E`' 99--$0------------ TG 73," 1.00% C2 3 9l/�sp 1 I �Z3 I
TG 69.64 TC 69.82 TC 69.87 TC 6�.50 JA d i w 161 5 10' 69.56 B --y /FS z�ao
- - m
FS ;
oP Az
S FS94 - 31 -- -- o rnv / �v ,'
1% 6.1 I 1� r? 0. 00.7 70.82 0.88 --I 1 0\ 8 `oo"' `"°o � � i li°x A
tnl
M --------------- --------- - - --- -------- --- --- ---� r'ac� 8 70.60 TC
9.47 { m�
- ------- -- ----- ------ - 6
7 69.02 69.20 69.25 L69.8470.08 T 0.82 TC 70.10 f5 v m y i FL
TC-0 TC-0 TC-0 69.58 ; 032 FS P9.66 19 --- --- '- --- - - ------- --------- --------- -------- ------- '--- ---- --- r--�_3^- - L--- -------- --------- --------- ---- -- - �� - - -�- n- TYP. ass o0o I ° PROPOSED 7 SD ,
f-
8 i� o 0 11 j ; 1• PER SEP PLAN o v
- -- -- -- -- - -- 3 _
-------- -------------------------------------
Fr FL FL FOR A.D.A. 4 1 70.45 T 1 1 C1 .79 TC0.95 FT
v - -------- -'
--- -'"nn----- to FL9 HP i
----------------
Tn
o 0 69.68
--------------------------- - "'----------------------------------------- ---� -- -------------- -+-- - 2. P --- _
� p V�
_________________________ _ _
--- ""-PROPOSED 78" SO 1 71.03 T I i 70.41 TO ro - �,-+ u,
f---------- -----�• -- -PER SEPARATE PLAN- --1� 70.53 FS --- ----- - - } --+-- ---1 - , nc� o
---------- ---------------- -=----------- ------------------------ -- ------- -------------------- -E- ------ ----------;-------- ----------I--- 91 OPOSED 5" o o " I I
z D
tel i ; i C2 ; o PE ARA P
�f` o C4 `"" °o I z 70.77 TC I 6 .47 ;
y
10 m N 1� i i i ~ cC"i coi 4 ~ 70 27 FL _ 1
LL 70.42 'a 1.3' j; I --- -- - - - ------ JOjy IMPR. PER 1
W 70.17 C-0 I TYP. 8 -- -- -- ----*-70.
2") SE RATE P1AN_ ---- -7 1gaE ---9B1FE- P -3931-- -----T - - ---- ----998P -- ----- 7098-- --------- -------- --------- fi3si£' - -73-33 T� ------- ---- -- --- -- ----;--- ---- C2 �0 70.40 4 l'C 7 - ----70 799E1- 70 TC cn
65 F TC TC- 70.04 FSTC TC 0.85 FS 70.85 F TC TC I 20 FS _ 70.57 ;I �' ,
T� ---------------------- ----------- ------ -- ----= --------------------------' ------- ---. -- ------ ----'------------ ---------,----- -- ------ -----' 70 64 6 ' .�.. II _; +1
F 1
w 0.27.23 6• 70.30 o� 6 J% 5C 0 31 70.3 31 70.30 , 1 .46 ---- - ----- 0. 2 , ' PROPOSED 30" SD IV V
I"I"I FS o i TG FS i FS a, 6 6 1 ' PER SEPARATE(PLAN
70.33 TC i TC - _ ---, o o I S - - I 14 g + -A o I y
FS C-0 69.83 FS °° 2° 2 _ FS F5 2 I 2" 1 rn ,v a A c }1_4") ', 1 i
69.85 70.18 N 70.6 70.6 70.6 70.6 70.6 0 o n P qy 1 y_n o 1 7.02 1
FS C- FG FG - v v FG ❑ ❑ FG v v Ff�-- -- ---- -- 7.1' w _ o
AL
69.80 0 gym. f ; o o ~o 0
71 17 A/P CONDENSER BrDG
70.40
TG ❑ o�N FS ) TG FS i�V coo x I i Z� �o
70.3 ® 71.30 71.30 ])V it 70.52 TC
FS -GB- 3 STORY _GB_ FS "' ii 70.02 FS Cn I W NA
® "
g i�t I o 70.20 �� 30.0'
w 1 _
/` ii 1 1 R r
1 A 11 i i 1�
1 - ' las , 2 T 23.0'
FF 271 . 34 II 3
N N 4.0' 16.0` I oit I
4.D' it PAD = 1270. 09
it
0I v
► , ► f1 , I iI 2 3 it 1
z
9 76 6 .50 69.9 i GB GB I 2.0
TG AG - - 71.30 --- 71.30 i�I ZT u
FS FS
I I 7 .17 0.6 17 1 A
� ICo
70.6
G 6 2' t69] 2" FG 6 7 26 TG 1 G FG 6 v 70. 2 FG 6
- - v
69.71 - -----,- = s ---- -
Y 69.90 _ r rnrn I c�io i I
FS -- - 70.34 rn 70.34 `__-===-Y----- -
-o�i cn TG , 69.-0 `�`•� 'o�o'c�.a-.
o�oih 69.4 0.56 70.$9 7.47 rs 1 cp
70. 7 7.69 0 70.66 69.22CD
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ae S
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S =-- F F5 F FS v�
-- r ----- 7- - ---
---- 2
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J
-- C1
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69.4? Fc A9.31 TC_ I ! I L
SEE SHEET 7
CURVE TABLE fflfflw collll� GPAM 00145TRUCTM NaM
CURVE LENGTH RADIUS DELTA TANGENT @-CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. O7 -INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIRCATIONS
GRAPHIC SCALE CI 7.85 2.50 180'0000' -- 2�CONSiRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE SiD.N0.202. 8�---CONSTRUCT CONCRETE STEP-OUT PER DETAIL"0'ON SHEET 3 @-CONSTRUCT PAVERS, COLOR AND FINISH PER LANDSCAPE PLANS
to o e to m .o C2 3.93 2.50 90-00'00" 2.50 31 CONSTRUCT HARDSCAPE, COLOR AND FINISH PER LANDSCAPE PLANS
EEL C3 4.11 2.50 94'17'16' 269 @-CONSTRUCT 3.5"A.C.OVER 4"A.B.PER GE07ECHNM ENGINEER'S RECOMMENDATIONS O9 -INSTALL WHEEL STOPS PER DETAIL"G'ON SHEET 3.
G 3.74 25.00 85.4244" 2.32 4O--CONSTRUCT CONC.V-GUTTER PER DETAIL"G ON SHEET 2. 10 I A L VAACCESSIBLEB.4�I D PER DER CBC
112994 WITH'NO
ONPARKINNG'PAVEMENT
(IN ,1 o-CON51RUCT TYPE 84 CURB PER pTT'OF LAKE ELSINORE STD.NO.203. 11 CONSTRUCT LOCAL DEPRESSION PER RCFC&WCD STANDARD NO.LD201
SHEET 3.
i inch= 10 tt 6 -CONSTRUCT ACCESS RAMP PER DETAIL"F"ON SH 2. 14 IRRIG4710N SLEEVE PER LANDSCAPE PLAN(SHOWN FOR REFERENCE ONLY);
RECORD DRAWING 'liJo� liv bozo i�a SIZE AND NUMBER OF SLEEVES AS SHOWN
REVISIONS: QRLSSi PREPARED UNDER SUPERVISION OF: Ste' M WILSON M/KAMI CITY OF LAKE ELSINORE
ENGNEEIIIIIIIING GEOLOGIST- s OVVW� PRECISE GRADING PLAN
g 14211 DEVELOPMENT
STREET �� �� RCE No.asssa EXP.9-30-I8 °ATE. s CORPORATE
C CORPORATION
PO/�ATI O N
LOR GEOTECHNICAL GROUP, INC. LOR GEOTECHNICAL GROUP, INC. 9-0090 .SHEET
LI
6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT SUITE 200 _
9 RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 m No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F: 949-679-0091 MISSION TRAIL APARTMENTS OF 1'?
TUSTIN, CA 92780 2 AS-BUILTS RH s11-2020 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMAR:
T. (951) 653-1760 T. (951) 653-1760 * u" 09/30/18 * / RNERSIDE BENCHARK NO.BM E-3-70.ELEV 1279.829.BRASS DISC IN CONCRETE POST 72'NORTH OF 5p�
T. 714 288-7600 MNK DESCRIPTION BY APPR. DATE J C� LAWS,AND A PERMIT CAN BE ISSUED. 3ZWJ MISSION TRAIL- APN'.'i65-030-001 FILE NO.
www.lorgeo.com www.lorgeo.com ( ) 9 �P // INTERSECTION OF CORYIX#1 STREET AND MISSION TRAIL 27'FAST OF IFS CENIERl1NE OF MISSION iRA4.
www.c-cdev.com DESIGNED BY: WMC DRAWN BY: WMC OF gyp`\F ' DATE: Ip'2(o'�S B��N B "°° GRADING AND HARDSCAPE
CENTER CTI OF CEREAL STREET,BEING N5252'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERl1NE
CHECKED BY: S.WILSON PROJECT MANAGER: S.WILSON A -i INTERSECTIONS OF CEREAL STREET AND STOW"STREET AND CEREAL STREET AND CORYDON STREET.
ai 30'-0"
' 1 0
Gi FS FS
2 1 1255.1 1255.1 1 55.2 2 '
�GR�O FS FS FS FS 1
j /✓ a
4" THICK CONCRETE
REINFORCED WITH X
r
SPILLWAY SECTION Y-Y 6X6-W1.4XW1.4 WWM ®-
PL
23'-0" 69.43
13'-9" SPILLWAY I 6'-S' 4" THICK CONCRETE Q
TOP O REINFORCED WITH m
1 6X6-W1.4XW1.4 WWMe 69.19 TC 2
68.69 FS
W 1 55.0 FG 1% Q %1 A H
" 2 h ENC 0 URE
(n 1255.15 INV 1 BOTTOM BASIN / PER N --
ELEV=1252.
W DE TON RIP-RAP
W DEPTH = 2.7 C2 -----
SPILLWAY SECTION X-X TEA smog
/ o�y�R �;' 68.85 T FO A.D
SPILLWAY AND WEIR R SPILLWAY AND WEIR DETAIL �G % 1 PCCS F- ---------------------
FG 0 43 TO BE PRIVATELY MAINTAINED
------------- -- -
----- 1253
2.97
-
%
7
55} y.. •55. � Nol d'
o
F 55.1 W
N75°t 8'04 E 55.0 ;' 6 - ---- ---------
3-
1254.9 114 TON RIP-RAPG D=2.7' FG
/� N 31 WW
/ o
1254.8 �0� '' b as ca
/ 70.5
� 69.85 FG
EWATERING PUMP NO 31
?"CafT/RwY fELFQRIWNF CE 7'RrFUbµf ECIR/C{>(/� 287y-953r'A'ASA
JINSTALL AMT MANUFACTURING MODEL 38Y4-99, OR APPROVED / y ,6�' 6• 6
EQUAL MEETING THE FOLLOWING SPECIFICATIONS:
2.<PUMP CAPACITY SHALL BE 122 GPM WITH 37.8 FEET TOTAL HEAD.
3.tPUMP SHALL BE PLACED AT APPROXIMATE LOCATION SHOWN ON PLAN,AS REQUIRED TO DRAIN THE BASIN
'•-TAUTER A RAIN EVENT. PUMP TO BE OPERA Ai-iHE-PHAM'-L62RF6N. G� /� 6
4.�PUMP SHALL BE HOUSED IN A LO ABLE HINGED MARINE GRADE ALUMINUM ENCLOSURE TO PREVENT
VANDALISM. REMOTALY CW 2,1 VAC PowER FIl INYPO TM AMNTENAWE GARA�'•
5. PUMP SHALL BE A SELF-PRIMING END SUCTION CENTRIFUGAL,CLOSE COUPLED TO MANUAL START GASOLINE
ENGINE. afrs qqyy SfA/Nte%91K
6. PUMP SHALL BEiT6HFRR8P IE CONSTRUCTION IM1H REPLACEABLE VOLUTE ANd`SEMI-OPEN CLOG
RESISTANT IMPELLER. PUMP SHALL BE EQUIPPED NTH CARBON/CERAMIC MECHANICAL SEAL NTH ,,yyVS'(•C%' 69�m
BUNA-N ELASTOMERS, STAINLESS STEEL HARDWARE AND STAINLESS STEEL SHAFT SLEEVE. `c!�'' i� \•, 'S� ' 09 6�'� TG
7. PUMP SHALL BE EQUIPPED WITH BUILT-IN SUCTION CHECK VALVE WITH BUNA-N ELASTOMERS. i ;' R,O ?�Q 6 S G91 TG
�Q Q Fc� G/ FS
69.14 68.90
OPERATION AND MAINTENANCE NOTES Fc 14
1. PUMP SYSTEM OWNED,MAINTAINED, AND OPERATED BY MISSION TRAIL LE,LP.
2. OPERATION SHALL INCLUDE PUMPING OUT OF THE DETENTION BASIN
24 HOURS AFTER A STORM EVENT. J/J�\
3. MAINTENANCE AND INSPECTION OF PUMP AND RELATED APPURTENANCES 6, ' ° ' '' °--' ,' 1. 0� .:•'.
SHALL BE PERFORMED DURING PLACEMENT OF THE PUMP PRIOR 6� �� 1�,'' 68.80
TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN 'O� /' TG
EVENTS,AND AFTER CONCLUSION OF RAIN EVENTS, i' // to - 69.00
AS FOLLOWS: 69,39 TG
S ,
3.1. CHECK OPERATIONAL FUNCTIONALITY OF PUMP / •69:BE
G , 1 3
AND REPAIR IF NEEDED. �� •�G�O: �l 6y0 i FS FG --
3.2. CHECK INLET/OUTLET PIPES FOR DAMAGE OR •. \
OBSTRUCTIONS AND REPAIR IF NEEDED. i I 66'1Q'' G C4 - t
3.3. CHECK INLET/OUTLET LOCATIONS 69.52 69.52
FOR EROSION. REPAIR IF NEEDED. 69.20 FG
3.4. REMOVE ACCUMULATION OF / i 6 1 S -6B• -F$ w& 1Tq
LIVE&DEAD FLOATING ;•� / „ / �G FS
EVEGEVERYANSPECTIOING /� ,' i'100 /� 61g1 7. 0 �7. �g1yq, `.v.' 6 q a --- --- G93fr - `� 159.G
68.00 ---- ss69,10 Fs Fs 69.10 -
Ta
_\
rG-- Gq
1- i A
r
l� DORM TABLE &'MT oONSMIl SEE EET 6 '�-
CURVE LENGTH RADIUS DELTA I TANGENT ( �N
Cl 75.82 114.00 M061V 39.37 (1 -CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO. 200.
GRAPHIC SCALE 6�CONSTRUCT ACCESS WMP PER DETAIL"F"ON SHEET 2.
CZ J.0 58.0 74'44'31" 1.91 to--CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE STD.N0.202.
10 b CJ 63.01 158.00 22'51'01" 31.93 3a-CONSTRUCT 35 AC.OVER 4'AB.PER GEOIECHNICAL LNGINEER5 RECOMMENDATIONS �"INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS o-CONSTRUCT PAVERS,COLOR AND FINISH PER LANDSCAPE PLANS
G 3.93 2.50 90-00'00' 2.50 rLCONSTRUCT 3.5'CON V-OVER PER DETAIL'C C SHEET 2 B�CONSTRUCT CONCRETE STEP-OUT PER DETAIL"0'ON SHEET 3 31 CONSTRUCT HARDSCAPE COLOR AND FINISH PER LANDSCAPE PLANS
C5 33.51 37.00 51'53'30" 18.00 l:J INSTALL WHEEL STOPS PER DETAIL'G"ON SHEET 3 o-'CONSTRLICT SPILLWAY AND WEIR PER DETAIL'R'ON SHEET 5
(IN FEET) C6 24.45 27.00 5153'30' 13.14 o-CONSTRUCT TYPE 84 CURB PER CITY OF LAKE ELSINORE STD.N0.203.
1 inch= 10 tG QQ'' t0 INSTALL VAN ACCESSIBLE PARKING STALL PER CBC 1129B.4 WITH"NO PARKING"PAVEMENT
RECORD DRAWING Nab 6V I /;LO I Y MARKING PER CBC 1129B.4.2,AND PER DETAILS'H'THROUGH"K'ON SHEET J.
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: .1 WILSON MIKAMI
CITY OF LADE ELSINORE
OWNER. QROFESS/
' T' 50TE8 #ev CORPORATION SHEET_1
C&C DEVELOPMENT �.o �sy 3CM. o TL DATE: w PRECISE GRADING PLAN
L61 1 QUAIL VAI I GROUP, INC. L61 1 QUAIL VALLEY
GROUP, INC. RCE NO.49894 EXP.9-30-18 9 CORPORATE PARK,SUITE 100 T: 949-679-0090
y 14211 YORBA STREET AS-BUILTS MISSION TRAIL APARTMENTS
6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT RH s-,s-zazo
`< SUITE 200 No. 49884 THESE PLANS HAVE BEEN RENEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F.949-679-0091 ()F!
8 13
RIVERSIDE, CA 92507 RIVERSIDE, CA 92�07 TUSTIN, CA 92780 R SB FGv oN (,R 5 I LN,Nc 1t4-3-19 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMAR
T: (951) eo.co 60 T: ( .Tor 653-1760 mac.09/30/te * / 32585 MISSION TRAIL- APN:365-030-001 FILE No.
N www.lorgeo.com www.lorgeo.com T. 714 288-7600 M°>M DscRlmoN ITr AP PR. DATE J9 �N LAWS,AND A ERMB CAN BE ISSUED. RNERSIDE BN OF CK N0.BM STREET
AN.E£ON TR29.27'E4 O IN CONCRETE POST 7MI NORTH OF'Y
( ) INTERSEC110N OF CORYDON STREET AND MISSION 7RAt.27'EAST OF THE CENTERLINE OF MISSION TRAIL
www.c-cdev.com DESIGNED BY: WMC DRAWN BY: WMC lF pF CA��F DATE: (o- -! BASS of BFARRID: GRADING AND HARDSCAPE ► as CENTERLINE OF CEREAL STREET,BEING N5752'48"W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE
y CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON - -1 INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET.
SEE SHEET 5
S
o�
H 1:1'`- 63 'z• 69 FS FS 69.4 - -z• 70.00 �N=� 69.4
1$ ' n F T v - FG .T FG `v - - fG
°i 6910
TG o TG 1
E Au
70.00 B L D G
GO�OR 66.7 I:' 6. , 70.00
.92 F � FS -FS--
3 STORY
66.72 TC I -' �' ► A ► 69.20
65.22 F ; 1 TG
m FF = 1270. 04
~c PA = 126B. 7900
B i o i o I 't" ❑
o' 2,'2.00% r. 7.00 -�- 70.00 -�B- _•.
l FS FS
y _ D 67. D s I
OPT 65:8 FS
�_ 65.5E FL ! cl N 87 0 1
o , R 68.83 TC TG
FG o 66.2 w 68.3E -- - {
P p.:
\G o R FG n _ v v - �' - v - v - i
65.97 T z z 69. ❑ 69.30 69.40
I �- --, 69.4 0 •2 9.4 ❑ .4
Opp p o 65.14 i i 6K� 68 73 TC 9.00 FG 68/8�FG ro FF
l
7 8.2E FS I _ 6.90
14 67.47 6 -8 -- -m 6.51 . a
6.12 69.2 6.00 69.20 --- -- -6 --- ---- ---- - --- ---- --- ---
BAS�N INLET ,' 11 65 8�TC (1-4"� ' FS cDE FS .90%cD F C- !N 6 o I �1 --
r / u65.01 FL � 67.04 4 68.11 ------ -------- ------- --------- ---=-- --- -r --- --- , ------ --- ------------------------------------------------------
PER - ----
31
SEPARATE o J
RCFD&WCD PLAN ' FS 68.25 T 6 89 6 98 69.0 1.0% 6945 )C 1.170% 69.19 Td 69 6 68.
64.9 L 67.36 67.75 F 6C_1 L TC-6 C T TC 2 68 95/FS E2 68.69 F TC TC 2
( LL
,5. C5 67.64 I0 9 9 $. 0% 11.0 . rn >K
0 0o to IbcLL
ii +I
65.50 64.96 R T IN 10 10 I / N I o I
■ . 67.84 TC PCC '-----4------------------------- ------------- ------- ---1-----.--------------C8-
6.90 TC `------------------------- ------ -------- ---
LL 65.91 \ .y!{71 67.34 FS I i 68.40 FS LL
C E S P ; ■ 65.41 \ ire I 3cr
DE A E 1 ■ �� C3 `�
66.18 TC � ►N coDl N N
65. 8 FL --- - ---- - - ----
-----
WSEE SHEET 5 FOR DEWATERING PUMP ■ 0 CF 4 ?oo� 65.94
1 Yew
---- --- ----------------------- -- - ----- --�-- ------- ------- ------------------ - -------- ------------------- ------- ------------------------- --------------------
- -------- -----------
SPECIFICATIONS AND OPERATION AND FL GUTTER % GUTTER I
7.08%
= MAINTENANCE N011=S ; j � TRANS177O TRANSITION o^0 0o
66.41 FOR A.D.A. FOR A.D.A. �' 67.41 67.88
4 FL 6 . 1 TC 6.7' 7.0' FL-GB 1.00% FL i C8 68.15 TC
-- -- - --
cf) 40 P.Oo ; 2 U TI N P i: 12 0 1- -- - p 14 IL
I
r 66.81 TC ae
�j v ' 2.57% 0 F 66.31 FS o E SURE �n o} a
p 66.86 TC N1 PER ��I yI o I "o= 1^ `"r
1 V. DEWATERING PUMP------- 67.0 .96 FS N u l 3 I °o
TG
- � 6 .96 TC 2 67.84 TC ��168. 8 TC 1.00% 2 1 6 .85 TC � 7.92 T 1.00% 1 1
-- ----------------------------------- SEE SHEET 5 FOR SPECS -w 6.46 FS 67.34 FS 67. 8 FS 6 .35 FS 1 00%
RGE PIPE
P
6' S=0.48
\0 WITH SLOPE
3 LNG WALL 3 3 3 3
t. - - • PER
5' S
45 B D �� �o o vio Ki uio n vw� c6li Mpv o 0
IW- L 55.00 FL N75'18'04 E PROJECT BOUNDARY/
PUMP 0 ET PROJECT BOUNDARY/ 39 39 39 39
DAYLGHT LINE DAYLIGHT LINE
�Ip
I
CURVE TABLE 81FIFE CONSTRUCTION
CURVE LENGTH RADIUS DELTATANGENT ®-CONSTRUCT CONCRETE STEP-OUT PER DETAIL'0'ON SHEET 3
` CI 3351 37.00 51'S3'30" 18.00 to-CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF TAKE ELSINORE STD.N0.200. Og -INSTALL WHEEL STOPS PER DETAIL'G'ON SHEET 3
C2 24.45 2ZOO 515J'30' 13.14 o-CONS7RUCT PATERS,COLOR AND FINISH PER LANDSCAPE PLANS
GRAPHIC SCALE C3 26.46 40.00 3753'42' 13.73 a-CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE STD.No.202. f0 INSTALL VAN ACCESSIBLE PARKING STALL PER CBC 1129B.4 WITH"NO PARKING'PAVEMENT 31 CONSTRUCT HARDSCAPE;COLOR AND FINISH PER LANDSCAPE PLANS
MARKING PER CBC 1129B.4.2,AND PER DETAILS"IY THROUGH"K'ON SHEET J.
G 1.65 2.50 3753.42" 0.86 o-CONSTRUCT 3.5'A.C.OVER 4"A.B.PER CE07ECHNICAL ENGINEERS RECOMMENDATIONS 36 INSTALL 8'SOLID PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHEET 2
C5 35.88 27.00 76,08,00• 21.15 O-CONSTRUCT CONIC. V-GUTTER PER DETAIL"C ON SHEET 2. ii CONSTRUCT LOCAL DEPRESSION PER RCFC&WCD STANDARD N0.LD201
C6 4.53 2.50 103'52'00" 3.19 12 CONSTRUCT 6"PCC(CLASS 520-C-2500)DRIVEWAY 39 CONSTRUCT V-DITCH PER DETAIL"AP ON SHEET 3
C7 3.14 2.00 90.00'OO" 2.00 So--CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.NO.203. 14 IRRIGATION SLEEVE PER LANDSCAPE PLAN(SHOWN FOR REFERENCE ONLY); ®-CONSTRUCT RIP RAP PAD DETAIL"N"ON SHEET 3
(INFEET) C6 7.85 2.50 180-00'00" -- O-CONSTRUCT ACCESS RAMP PER DETAIL'F'ON SHEET 2. SIZE AND NUMBER OF SLEEVES AS SHOWN 41 CONSTRUCT V-DITCH INLET PER DETAIL"P"ON SHEET 2
L Incn= Lo :r. Lg 3.9E 1 2.50 90'00'00"1 2.50 To-INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE D ARTIER!SPECIFICATIONS RECORD DRAWING a2 INSTALL LOW-FLOW DEWATERING PUMP PER SPECS ON SHEET 5
jtlb / D/f
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LADE ELSINORE
O O pROEESS/O ��618 WILSON MIKAMI
erg c ono OLS C&C DEVELOPMENT �o �s r DATE: W CORPORATION PRECISE GRADING PLAN SSHEETE'
LOR GEOTECHNICAL GROUP,, INC.INC. LOR GEOTECHNICAL GROUP, INC. -
14211 YORBA STREET AS-BUILTS m TRCEHE N0.49884 HAVE
9-30-18 9 CORPORATE PARK, SUITE f00 T:949-679-0090
6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT I 5-�e-zozo MISSION TRAIL APARTMENTS
SUITE 200 No. 4988a THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE, CA 92606 F.949-679-0091 OF
5 13
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0 6121 QUAIL VALLEY COURT 6121 QUAIL VALLEY COURT 14211 YORBA STREET
SUITE 200 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F:949-679-0091 MISSION TRAIL APARTMENTS 13
s RIVERSIDE, CA 92507 RIVERSIDE, CA 92507
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LJ CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE STD.NO.202. ( -INSTALL WHEEL STOPS PER DETAIL"G'ON SHEET 3 31 CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE PLANS
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ENGNEEFM GEOLOGISTS SOILS ENGINEER MOMQROEEss/ M W I L S O N M I KA M I
C&C DEVELOPMENT �2yo FWILSON DATE —I2-18 DATE. w CORPORATION PRECISE GRADING PLAN SHEET s�
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- REVISIONS: PREPARED U R UPE ISION OF: ScaLE: CITY OF LAKE ELSINORE
pROFEss/qyy� M WILSON MIKAMI
ENGINEERING GEOLOGIST- SOILS ENGINEER c&c DEVELOPMENT �o M. _R ►g DATE: w C O R PO RATION PRECISE GRADING PLAN SHEET 10
s LOR GEOTECHNICAL GROUP, INC. LOR GEOTECHNICAL GROUP, INC. 1 C& DEVELYORB STREET RICE I WILSON
EXP.9-30-18 9 CORPORATE PARK,SUITE 100 T:949-679-0090
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T: (951) 653-1760 T: (951) 653-1760 s-zozo * Exp W/30/18
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9 RIVERSIDE, CA 92507 RIVERSIDE, CA 92507 SUITE 200 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F. 949-679-0091 MISSION TRAIL APARTMENTS OF�3
RH 5-19-2020
TUSTIN, CA 92780 2 A -BUILT �( ap 09/30/18 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENcIMARK:
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NPDES / STORM WATER POLLUTION NOTES EROSION CONTROL NOTES
1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). I
SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) ORDINANCE NOS.529,77Z 802,882, 1004,1258 CONSTRUCTION SITE BEST MANAGEMENT 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND.DEBRIS SHALL BE REMOVED FROM
HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES
EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED I ,I
SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF 3. IN CASE OF EMERGENCY,CALL DENNIS BOWMAN AT(619)855-8900(24-HOUR PHONE NUMBER). DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE
STRAW, GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE MAINTENANCE MAY RESULT IN PENALTIES.
PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY,BY THE PERSON 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.
ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. RESPONSIBLE FOR GRADING OPERATIONS. 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER
2.STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED I I
THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED I I
REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWOCB) - SANTA ANA I -
MINIMIZE THE EXPOSURE TIME�DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING WHEN STREET SWEEPING BECOMES INEFFECTIVE.
REGION AND/OR THE CITY OF LAKE ELSINORE. OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION
3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10)FEET IN HEIGHT 1 I
WASTES OR. POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM (TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.
WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED % l
GENERAL PERMIT- CONSTRUCTION ACTIVITY. STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL
4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION.
WASTES FROM PAINTS, STAINS, SEALANTS SOLVENTS DETERGENTS GLUES LIME, PESTICIDES , HERBICIDES, 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE
FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS CONCLUSION OF EACH WORKING DAY.
LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS • CONCRETE AND RELATED CUTTING OR CURING 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN
RESIDUES; FLOATABLE WASTES WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED
WASTES FROM STREET CLEANING, AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY
DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED ENGINEER.
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TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE
DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. SHOWN ON THE APPROVED PLAN.
5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FORA
DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM . TWENTY-FIVE (25)YEAR,SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE
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6.APPROPRIATE B PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: ®MPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE �;' I I 52 � O I I
IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR a)DESIL11NG BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. I
ADJOINING PROPERTIES BY WIND OR RUNOFF. b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL Z
7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS STABILIZATION MEASURES.
AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. I
WATER CONVEYANCE SYSTEMS,SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-LINES. d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,
8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL - ETC.
SIDE OF THE LINERS TO CONTAIN DISCHARGES. e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, �-
9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5
TIMES THE MAXIMUM DESIGN FLOW. - -- /
ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO ❑❑
10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION '.�%
REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS
ASSOCIATED CONSTRUCTION STAGING AREAS. FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). - -"--�
11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO CONTROL DEVICES SHOWN SHALL BE IN PLACE A' THE END EACH WORKING DAY WHEN THE - -',- - _
13.BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY.ALL REMOVABLE PROTECTIVE EROSION --- - '- -
THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY "' �� " -
DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT
FROM THE REGIONAL WATER QUALITY CONTROL BOARD. REQUIRED
12 STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES W WN PERMANENT DO DRAINS /, 1 - y -_I it
INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES � L - 52 I 4 I
® �J
UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN / ✓ _
PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY ( r 2T134
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SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR i� i tl I I
CONTROL MEASURES.
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 PROPERTIES VIA RUNOFF, VEHICLE
TRACKING OR WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE
I
STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN.
15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN
(REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES
PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES
16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS
SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS.
17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO -
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REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. �' � i _ _ i I I
NPDES WDID#8 33C381802 DATE WAD ISSUED: OCTOBER 13,2017
18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION
CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
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51 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASa4 TC-1 AND DEFAIL HEREON 1 EA. - �-- - I- ------------ 7 -------- -------------------- /i`z---`� - `,--��---- --- -----I II
52 INSTALL INLET PROTECTION PER DETAIL B HEREON 6 E4.
GENERAL NOTE:INSTALL BONDED FIBER MATRIX HYDROMULCH ON THE PARCEL
GRAVEL BAG(1 WIDE x 2 HIGH) /
BURY BAG 1/2 BAG HEIGHT Inlet Edge of Pavement / sp,
R20'
FLOW
-- Flow Flow RO SJj�PO
STAGGER BAGS
P
Spillway, 1-bag high Gravel baps TRACK CLEAN �I'MIN
LEGEND -- -- -- -- -- 2-bogs high O �\
�000000_ � GRAVEL BAGS Q WIDE X 2 HIGH) TYP. PROTECTION FOR INLET ON SUMP 3' TO 6" COARSE
GRAVEL BAGS A B AGGREGATE �yd
NOT TO SCALE NOT TO SCALE
Do DIRECTION OF OVERFLOW DRAINAGE FLOW - - CASDA SE-10 DRAIN INLET PROTECTION-WIPE 3 FILTER FABRIC
GRAPHIC SCALE
GRAVEL CONSTRUCTION ENTRANCE i a
NOTE: ALL SUMP BASINS TO BE PUMPED DRY AFTER NOT TO SCALE
EACH RAIN STORM RECORD DRAWING W ri 6V 6/20/Ir CASQA TC-1 STABILIZED CONSTRUCTION EMRANCE/EXIT I incIN FM
h= 440'I'L
REVISIONS: PREPARED DE SUP VISION OF: SCALE:
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