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HomeMy WebLinkAboutPGP_31952 Mission Trail_1068 CITY OF LAKE ELSINORE, CALIFORNIA PRECISE GRADING & EROSION CONTROL PLANS -15 CARDENAS MARKETS - STORE NO. 31 CONSTRUCTION NOTES: DESCRIPTION QUANTITY ESTIMATE oPo WAREHOUSE ADDITION " ACCESSIBLE IMPROVEMENTS O1 SAWCUT EXISTING ASPHALT PAVING 250 L.F. A.P.N. 363-172 9LrO ?P�� 17 -022, 31952 MISSION TRAIL, LAKE ELSINORE, CALIFORNIA 92530 O3 0 SAWCUT EXISTING CONCRETE SIDEWALK L.F. REMOVE EXISTING ASPHALT PAVING 6,217 S.F. O REMOVE EXISTING CONCRETE (VARYING THICKNESSES) 302 S.F. OS REMOVE EXISTING CONCRETE CURB 23 L.F. (71� © INSTALL 4" MIN. THICKNESS A.C. PAVING OVER 95%COMPACTED NATIVE. 2,128 S.F. ,; S�YOJ J��1. O7 CONSTRUCT 6" A-CURB PER CITY OF LAKE ELSINORE STD. 74 L.F. cq EXISTING © CONSTRUCT 4" THICK SIDEWALK PER CITY OF LAKE ELSINORE STANDARDS. 610 S.F. gy S�ti RETAIL CONSTRUCT 6" THICKENED EDGE ADJACENT TO DRIVE LANE WHERE APPLICABLE. SEE DETAIL ON SHEET 4. 1-15 �, go• O9 INSTALL 6' CONCRETE WHEEL STOP PER DETAIL ON SHEET 4. 14 EA. W� tl1 10 "CONSTRUCT ACCESSIBLE RAMPS" E RAMP PERDETAIL ITY OF SHEET LAKE ELSINORE STD. DWG. FOR 4 EA. SITE o EXISTING o CAMPBELL T. 51\,ssm. $,.v RETAIL 11 INSTALL TRUNCATED DOMES PER DETAIL ON SHEET 4, WHERE SHOWN. 135 S.F. z a12 INSTALL ACCESSIBLE PATH DIRECTIONAL SIGN PER DETAIL ON SHEET 4. 4 EA. _ 5\• 57\•sew 13 STRIPE HANDICAP PATH OF TRAVEL PER PAINTED STRIPE DETAIL ON SHEET 4. L.S. 14 PAINT 4" WIDE WHITE PARKING SPACE STRIPE PER CITY OF LAKE ELSINORE STDS. L.S. VICINITY MAP /�P 15 CONSTRUCT HANDRAIL PER CITY OF LAKE ELSINORE STD. DWG. FOR "ACCESSIBLE RAMPS" 58 L.F. /l , SEE STD. DWG. ON SHEET 4. CONSTRUCT 810-RETENTION FACILITY PER DETAIL ON SHEET 5. 2 EA. EXISTING �g� 17 INSTALL 4 INCH ROOF DRAIN EXTENSION PIPES, SDR-35 OR EQUAL AT ELEV. SHOWN. 270 L.F. \ RETAIL 1g INSTALL 310-FACILITY OUTLET DRAIN. SEE SHEET 5 FOR CONSTRUCTION DETAILS. 126 L.F. DEL TACO 79 INSTALL 4 INCH THICK CONCRETE STEP OUT BEHIND PROPOSED "A" CURB AS SHOWN. 15 S.F. o+� LIMITS OF WORK 0 CONSTRUCT VARIABLE HEIGHT, TYPE 2 RETAINING WALL PER CITY BUILDING STD.S. 18 L.F. ;l w• 21 PROPOSED EXTENDED FOOTING PER ARCHITECTURAL BUILDING PLAN DETAILS. FOUNDATION N/A 57\'� CONTRACTOR SHALL PROVIDE FOR A MINIMUM OF 16 INCHES OF COVER FROM TOP OF ADJACENT PAVEMENT GRADE TO TOP OF PROPOSED FOOTING. L % EXISTING RETAIL i EROSION CONTROL CONST. NOTES: � .•, •'" .....-....�•,' � QUANTITY ESTIMATE ' DESCRIPTION CONTRACTORS RESPONSIBILITY FOR SAFETY: •"O"''" EX.CARLIENAS 1 INSTALL "RICE" STRAW WADDLE, SILT FENCE, HAYBALES, 300 L.F. IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE 0 OR SANDBAGS'AT TOE OF SLOPE. SEDIMENT REMOVAL IS i 2•d SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE MARKET#31 REQUIRED 48 HRS. PRIOR TO FORECAST RAIN STORM. ` p"••„�. }� CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, \ 0 0 0 2 CONCRETE WASH-OUT. CONSTRUCT 6' X 6' SANDBAG BASIN 1 EA. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT EXISTING �d O PER SANDBAG PLACEMENT DETAIL. LINE INSIDE OF BASIN WITH RETAIL �0 4 MIL BLACK VISQUEEN. SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING \ HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD ��`//\��11 THE OWNER, THE ENGINEER AND THE CITY OF CALIMESA HARMLESS FROM `\ N +'"� 3O MATERIAL AND EQUIPMENT STORAGE AND MAINTENANCE AREA. 1 EA. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH .THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 6`~ 6 ."^'"" 4o PORTABLE TOILET AREA. 1 EA. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ' SO DUMPSTER/DISPOSAL AREA. 1 EA. ENGINEERS NOTICE TO CONTRACTOR: 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 367.620 EARTHWORK QUANTITY ESTIMATE: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. - RAW COMMON EXCAVATION 146 C.Y. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, RAW EMBANKMENT 436 C.Y. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARLESS FROM ANY OVER-EXCAVATION T.B.D. AND AL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY NOTE: IMPORT MATERIALS TO BE OBTAINED FROM CITY APPROVED SITE. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND DISTURBED AREA CALCULATION: ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE SITE MAP THE PROPOSED DISTURBED AREA SHOWN HEREON: LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR 6,662 S.F. = 0.15 ACRES PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME SCALE: 1"=50' STATE CONSTRUCTION ACTIVITY PERMIT(SWPPP) NOT REQUIRED. <1 AC. DISTURBANCE LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES. RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR WATER QUALITY MANAGEMENT PLAN (WQMP) REQUIRED. >5,000 S.F. DISTURBANCE STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR. RECORD CONSTRUCTION SCHEDULE: LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE STIE. IT SHALL GRADING/PARKING LOT IMPS: BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TENANT: OWNER: ENGINEER/SURVEYOR: ESTIMATED START DATE: MARCH 1, 2013ES7IMATED COMPLETION DATE: MAY 1, 2013 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CARDENAS MARKETS MIRAMAR WEST AUTO CENTER LAND ENGINEERING CONSULTANTS, INC. FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE 2501 EAST GUASTI ROAD 232 E GRAND BLVD #101 P.O. BOX 541 - 650 AVENUE K BUILDING:' PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING-AND ONTARIO, CA. 91761 CORONA CA 92879 CALIMESA, CA. 92320 MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ESTIMATED START DATE: MARCH 1, 2013 PHONE: 909-923-7426 PHONE: 909-795-8882 ESTIMATED COMPLETION DATE: AUGUST 1, 2013 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL "AS BUILT" MARK REVISIONS APPR. DATE P.o.8ox541,650AVENUEK CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 1 LAWS AND HAVE BEEN FOUND ACCEPTABLE -I � CALIMESA,CALIFORNIA NIA 92320 op H.R�°4it FAX909-7958882 �gs���� rc�e� RCE_-----___ EXP__----- DATE PRECISE GRADING & EROSION 5 FAX:909-795-8818 y `+ CONTROL PLANS of Eo.os�ozss REVIEWED BY: SHEETS LANs * * CARDENAS MARKETS ENOINEERINC+ � / � s� < SCALE: 1"=50' BENCH MAF2K:A-93-01 DATE:9/93 KEN A. SEUMALO, RCE No. 56915 DATE ,p� STORE 31 FILE No. CITY ENGINEER CONSULTANTS,INC. STEVEN H.RITCHEY DATE ' OF'CA1.\f" CTO INT.RAILROAD CNYN/CASINO DR.,NW ECR ORB WAREHOUSE ADDITION CITY OF LAKE ELSINORE R.C.E.51129,EXP.9/30/13 DATE: MARCH 2O13 RTN,I.s'DIA.BOLT,BASE OF STOP LT,0.3' ABov s W. ELEVATION-3za6.6s 31952 MISSION TRAIL,LAKE ELSINORE, CA 92530 GRAD I N G NOTES EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES GENERAL NOTES-IMPROVEMENT PLANS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE 1. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY ELSINORE ORDINANCE NOS.1237, 772,529, 1004,CONSTRUCTION SITE BEST IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS LAKE STANDARDS AN MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE TROSEAWELVE ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE STANDARDS AND BUILDING ODE(US AND THE LATEST EDITION OF TWELVE INCHES ,IN ON CENTER.SLOPES OVER FIFTEEN FEET AN IN MANAGEMENT PRACTICES (B UAL. AND STANDARDS OUTLINED WITHIN THE THE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED LAKE ELSINORE DESIGN MANUAL. NO GRADING PERMIT SHALL BE ISSUED ASSOCIATION (CASOA) HANDBOOK / WEBSITE FOR CONSTRUCTION TO PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF.SHRUBS WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER. RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING SHALL BE PLANTED AT TEN FEET 10'ON CENTER;TREES AT TWENTY THE EROSION CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVE EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND ( ) THOSE SHOWN ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY UTILITY,PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT.THE DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY FEET(S ON CENTER;COMBINATIONS FIFTEEN FEES SHALL ON CENTER. MEASURES,INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING, CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES OPERATIONS. SLOPES OVER THREE FEET 3'IN VERTICAL HEIGHT SHALL HAVE OR CONTROL MEASURES,OR BOTH,AS MAY IE NECESSARY TO PROTECT THE ( ) WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING MULCHING OF STRAW,GRAVEL-BAGGING, DIVERSION DITCHES;RETENTION FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL DEVICES PER U.B.C. PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION, FLOODING BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION SHOWN ON THESE PLANS OR NOT.ANY UTILITY(IES)DAMAGED DURING THE UTILITY COMPANIES AND U.S.A.ALERT(1-800-022-4133) OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE ANDLIC THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PERFORMANCE OF THE WORK SHALL BE REPAIRED C REPLACED TO THE PUBSTREETS AND/OR ONTO FORTY-EIGHT(48)HOURS PRIOR TO GRADING. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE SITE OR RESULT FROM SUCH GRADING OPERATIONS. PHASE OF CONSTRUCTION O ERATIO SACENT PROPERTIES DURING ANY EXPENSE.TION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DURING THE GRADING PROJECT. THE FOLLOWING EROSION CONTROL AND NPDES NOTES AS WORDED WITH DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BLANKS FILLED IN,SHALL BE PLACED ON THE PLANS: 2. STORM WADER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT 2. ALL WORK SHALL CONFORM CITY CODES,STANDARD SPECIFICATIONS BEGINNING GRADING OPERATIONS. 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND ON-SITE AND MADE AVAILABLE UPON REQUEST OF(REPRESENTATIVE OF FOR PUBLIC WORKS(LATEST EDITION), ),AND STANDARD DRAWING OF THE COUNTY OFMAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF THE REGIONAL WATER QUALITY CONTROL BOARD RWQCB)•SANTA ANA FAMILIAR WITH THESE TANDARDS AND CODIVERSIDE. IT IS THEE SR T ALL RES TIMES.ONSIBILITY TO BE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS THE END OF EACH DAYS WORK. LAKE ELSINORE ORDINANCE NOS.529,772,1237,1004,CONSTRUCTION SITE REGION AND/OR THE CITY OF LAKE ELSINORE. APPROVED BY THE CITY ENGINEER. BEST MANAGEMENT PRACTICES (BMP'S), AND STANDARDS OUTLINED 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION WITHIN THE LAKE ELSINORE DESIGN MANUAL 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, 8. CUT SLOES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 SAFETY ORDERS. AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK,CALL FOR VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 ON THE PLAN. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE SUBCONTRACTORS. (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN AM AND 4:00 PM,MONDAY THROUGH THURSDAY. RESPONSIBILITY OF THE PERMITTEE. IN CASE OF EMERGENCY,CALL ROBERT GONZALEZ AT 909-923-7426 Ext. INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 1856(24-HOUR PHONE NUMBER). CONSTRUCTION ACTIVITY. CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT - 3. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED T0: SOLID OR CONSTRUCTION, . APPROVED BY THE CITY ENGINEER OR HIS PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE ALL TIME. MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK COMPACTION OUT TO THE FINISHED SURFACE, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERB O FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINTICIDES, STOPPAGE. 31. SANITARY FACILITIES SHALL MAINTAINED ON THE SITE FROM OR, IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS BEGINNING TO COMPLETION OF GRADING OPERATION. OPERATIONS. FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DETERMINED BY THE MODIFIED THREE(3)LAYER A.S.T.M,0-1567.70 HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING TEST METHOD. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE 4• AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM CONSTRUCTION. PROVIDED FOR ALL.SLOPES IN EXCESS OF THREE O 3 FEET VERTICAL PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE ENGINE/EQUIPMENT STEAM CLEANING SUPER-CHLORINATED CHEMICAL DEGREASING; 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, HEIGHT WITHIN NINETY 90 DAYS AFTER COMPLETION OF ROUGH CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE ( ) WASTES FROM STREET CLEANING; ANDING. URINGCONS POTABLE SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF FOR THE NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48) FILL. INSPECTION. STABILIZATION. DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM HOURS PRIOR TO BEGINNING WORK,THE CONTRACTOR SHALL ALSO CONTACT. 5. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN UNDERGROUNDSERVICE ALERT(U.S.A.)AT 1-80D-422-4133,AT LEAST 10. ALL FILL MATERIAL SHALL BE CLEAN EARTHS NO FILL SHALL BE 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FORTY-EIGHT(48).HOURS PRIOR TO BEGINNING WORK. PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE (10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. SOILS ENGINEER. FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON, 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED A7 CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR FACILITIES ARE SHOWN ON THESE PLANS. STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF WALLS AT NOT LESS THAN W PER FOOT FOR A MINIMUM OF THREE AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF WATERS OR THE LOCAL STORM DRAIN SYSTEM. CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING CONSTRUCTION. (3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE COMPLETION. TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. S. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED N TED TO MATERIALS, WASTES, 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% 8. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE S. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR LIMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS AND DRAINAGE O CUT OR FILL SLOPE IS LESS THAN TEN FEET NAG AND 2%IF CUT 35, APPROXIMATE DATE OF: ADJOINING PROPERTIES BY WIND OR RUNOFF. FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. OR FILL E GREATER THAN TEN FEET D C DRAINAGE SWALES 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON SHALL BE A MINIMUM M HE DEEP AND CONSTRUCTED A MINIMUM BEGINNING OPERATION: FE VEMBE 15,2013 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL B. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE OF TWO FEET(2')FROM THE TOP OF CUT OR FILL SLOPES. COMPLETION: NOVEMBER 1,2013 THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE EXACT SECTION WATER IS IMPOUNDED. SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/ REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP 36, NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, ONLY. OF ALL FILL SLOPES OVER 5'HIGH. DIMENSION GREATER THAN THREE INCHES(T)WILL BE PLACED IN FILLS 8. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. ALL PORTABLE WAYS AND FLOW-LINES. WITHIN ROADBED AREAS OR THREE FEET(31 OF FINISH GRADES, 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE 9. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO (100)YEAR STORM FLOWS ALONG THE TOP OF CUT SLOES. SPECIFICALLY APPROVED BY THE SOILS ENGINEER. CONTAIN DISCHARGES. ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES 10.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT" COURSES SHALL BE PERMITTED. AND OBTAIN INSPECTION BEFORE APPROVAL. SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL INTENSITY.THEY MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT ACCEPTANCE OF THE PROJECT. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: DRAINAGE INLETS ARE PROTECTED. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH ARE APPROVED BY THE BUILDING DEPARTMENT. 10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS APPROVED BY INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND 9)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. EXPANSIVE CHARACTERISTICS OF THE SOIL. 39. THIS SITE HAS OT OBTAINED A NATIONAL POLLUTION PREVENTION b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY ME S MADE AWARE R THE REQUIRED BMPS AND GOOD HOUSEKEEPING THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED E THE CITY 1-�- MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS ' ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND TEMPORARY SOIL STABILIZATION MEASURES. GRANTED. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER INDUSTRIAL STORM WATER DISCHARGES. (N/A) c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. STAGING AREAS. AND FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS 40. NPDES WDID# (NOT REQUIRED)DATE PERMIT ISSUED: N/A PERCENT COMPACTION,ETC, 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY PRIOR TO ISSUANCE OF BUILDING PERMITS. 9)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DEWATERING .GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE 41. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON-CONTAMINATED ISSUANCE OF SAID PERMIT,THE CONTRACTORIDEVELOPER MUST PROVIDE 18. THE SOILS ENGINEERING INVESTIGATION DATED N/A NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED PREPARED BY N/A TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S MAXIMUM DESIGN FLOW. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT PRESENT ATBONDING THEBOB SLIC ITE DURING THE TOTAL TIME OF THE PROJEPROVEMENTS.THE ENCROACHMENT CT 8E FROM THE REGIONAL WATER QUALITY CONTROL BOARD. DATED AND THE ENGINEERINyG,GEOLOGIC EXPENSE. CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. INVESTIGATION DATED N/A PREPARED BY 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT N/A SHALL BE CONSIDERED A PART CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES / TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED 8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR GENERAL NOTES" "SECTION OF THE IMPROVEMENT PLANS.(NONE REQUIRED) 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. ATMOSPHERIC AGENCY(NOAA). ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN.IF AN 13.BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE ( ) 13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN DURING THE WET SEASON ANY SITES WHICH ARE NOT ADEQUATELY SHALL BE GIVEN. PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). PROTECTED DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL 14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO FIELD PRIOR TO COMMENCEMENT OF ANY BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, CONSTRUCTION/GRADING. DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED DURING A STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE VEHICLE TRACKING,OR WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER COVERED PRIOR TO A FORECASTED RAIN. THIRTY FEET(30')IN VERTICAL HEIGHT. 15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 15.SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FORALL FILLS OF THE RAIN EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON SITE GREATER THAN ONE(1)FOOT. 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS 18.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE 17.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION REQUIRED TO BE KEYED AND BENCHED. SYSTEM 24. THE SOILS ENGINEER SHOULD INSECT THE CONSTRUCTION IN THE (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER FOLLOWING STAGES: _ DISCHARGES. A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND NPDES WDIO# (NOT REQUIRED) DATE WDID ISSUED: N/A BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS 18.THE UNDERSIGNED,CIVIL ENGINEER,A QUALIFIED OSP AND/OR QSD WILL AND ANY SUBSTRUCTURES. REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. pp C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS STEVEN H.RITCHEY R.C.E.61129 EXP.9-3413 AND FILTER MATERIAL. D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL "AS BUILT" F. P.Q.BOX541,650AVENUEK CITY OF LAKE ELSINORE SHEET 2 APPROPRIATE CONDITIONS N DEVELOPMENT AND/OR CITY AND STATE .iJ a�H.P, --------- ---------- CAIIMESA,CALIFORNIA 92320 LAWS AND HAVE BEEN FOUND ACCEPTABLE TEL:909-795-8882 ��ot",1'NN R/rCC^ RCE_--__--- . EXP_____ DATE PRECISE GRADING & EROSION FAX:909-795-8818 y y ' - cJ N0.51129 REVIEWED BY: CONTROL PLANS OF 01✓/ LAND * Ewp.9-30-13 * CARDENAS MARKETS SHEETS ENCIINEERXNO - � f1/3 s� r SCALE: N A BENCH.MARK:A-93-01 DATE:9/93 KEN A. SE:UMALO, RCE No. 56915 DATE CONSULTANTS,INC. v crvlti STORE # 31 FILE No. CITY ENGINEER STEVEN H.RITCHEY DATE of CAL�pOP` PEC 0 INT.RAILROAD BOLT.CASINO DR.,NW ECR CRB WAREHOUSE ADDITION CITY OF LAKE ELSINORE R.C.E.51129, EXP.9/30/13 DATE: MARCH 2O13 RTN,1.5"DIA.BOLT,BASE OF STOP LT,0.3' ABODE S ELEVATON-1288.63 131952 MISSION TRAIL,LAKE ELSINORE,CA 92530 g�� EX EX, // \\ EX, x/ (H221) (BFi \�� PLANTER %/ \�� PLANTER ,,/ \�,• PLANTER ---- �•� II' _..FL.. -------- (86.92�T (BS 72)7 (91.79).T (93.OS�r 95 90 \ FS '- o fs,.. FS FS FS II \ ACCESS SEE SHEET 5 FOR DRAIN LINE CONSTRUCTION DETAILS I II (91.23) 92 63 _ (94 87) DRIVEWAY - ( (93.60) II n (86.49) (88.L .,FL �.... FL FL L (96.16) 97 92 3 II 11' 10' (83.50 - _.. 0 � r. ER. LIMITS OF WORK 1 ..FS - _ FS I" F.X. �� N -.' ..------- SCALE: 1°�_l 0' TO CLI I fL AC a o AC I ,, AC A(�GE_.iS II FUTURE ACCESSIBILITY IMPROVEMENT LIMITS -1 1 �(�6�� 1 / 1`. DRIVEWAY �(9;i� _ T BCR �N�"�,A �(3?'C + - ;? �Sq O t0 0 to zo III �6))St41C18 (84.04TCUT U 85.BOTC 54 (86.17TC) (88.10TC)N EST88F10 887.28F(L BA X) 7 89.54TC).. S .( 9 , ^y � if NfLIMITS OF WORK_ SA �� S 89.18FSN e6 �/893/ _� 122E (94 46'fC) 8 83.65FS) 85.40FS (8577FS (-87 7 iF� FI. DRN, N + 13 0.64 11 �' (94 9fS)/ - FS 9 5•OX GM.BRK -- 7 (1.17 9 8.33% (�,°0 2.OX T 8.337 7 %� 87.76 2.0% I 633X 4 0$ 90.56 " BRK• - - ,?u f `�) '1 �� �❑�� (8506TW) LNDG � -i% LNDG FS LNDG`I F \ _ G � (939E) 1 \\ �) d° I I I 82.34FS) I ..-. .. .._.- _ C �94 8 PL XtER �� 3. ZIxIIEX. 2 oRN ° 8FS (8/141W� R141j (H587 5,58 P'IANL tl .86 9O14I(; < 8 10 1� 1418M 66�3 9, I II II CARTS ' •4 (9066TW L_ ) 0 FA16A" K x FS � I I II •� n IhIGN ) .F__ .,-. (9.66FW - - ,(gl/ 9' 9' 5 9' 9' 0°_ 9' t7 11, 8, 9, 9, 8, 9, -- (8H 17F i -- -- ,( (HG 091W) )(88 58FS) T 90 3 ) rl (85.90 - H8.�H r- 9� 9 8 14 25 94.80 3 9 95.37) OI II 11 (88543), G FG FS 2. \_:__y �� 6^Y} 15 a6� S FS O I) _n -- ------- FA B r - 1---�---'U'--U--- ,..tJ "8•°.°one .°'0d 3.4 -- - ----__ -L v II II (8:17TW� TW II AC 16GN' .°°Y.,. .a°;° 5. 2II❑I I�I /1 8245F5 I II C,_ �� S,OT 11 •...,J•nd} f., r .4y" in n0 (4.9X 4 7%_ -- �� (8 ED 1.5X,% '0 AMP S ---.) I UMITS OF WORK i 7 to SX 95.27 n ...... . - (�\\ 5�9 r,rTYP -- --8- 10 AMP1 f5 _ _ i -.-_ _ -.,. I I FG I _- --- F � oo LNDG �I I I CARTS I I I II II J - - - _ _! _ __ _ _ I_ J°I- - - - - - - - - - - - -_ 92.55 93.09) (94.09) 954 - - - \ 15 94,s0 z1 3 FS s 15 1._ ElII \ s' s EXISTING 21 CARDENAS (s.3.os MARKET ➢ �� (FF-=99.50) II 1 tiN � 94.28 ,�L'l EXISI ING f _ II FS 17 PROVIDE 6" MINIMUM __ _______ COVER BELOW FINISH RETAIL BLDG. S - (�/ 9429 saz7 VACANT I� "�) 14 (_Fs SURFACE. INSTALL 4 EA. 4" ROOF DRAIN DESCRIPTION CONSTRUCTION NOTES: X 1106.7 INDICATES EXISTING GROUND SPOT ELEVATION T II II PIPES ®1.0%MIN. SLOPE 01 SAWCUT EXISTING ASPHALT PAVING -- --92�/ INDICATES PROPOSED FINISH CONTOUR ELEVATION 73' ( 18' 26' i 18, y 94.36) AC EX O SAWCUT EXISTING CONCRETE SIDEWALK 1``•,,"; ;'.°:.;. INDICATES CONCRETE PAVING II y I I y TYP O REMOVE EXISTING ASPHALT PAVING EX.AC 21 O INDICATES ACCESSIBLE ROUTE OF TRAVEL 4 REMOVE EXISTING CONCRETE ACCESS o, 30 -. O REMOVE EXISTING CONCRETE CURB INDICATES PROPERTY LINE-R/W DRIVEWAY II I O6 INSTALL 4" MIN. THICKNESS A.C. PAVING OVER 95%COMPACTED NATIVE. - INDICATES DRAINAGE FLOW PATH ❑ it_-__.._-__....._....._......_.. LIMITS OF WORK O7 CONSTRUCT 6" A-CURB PER CITY OF LAKE ELSINORE STD. FF INDICATES FINISH FLOOR ELEVATION II PROPOSED Q CONSTRUCT 4" THICK SIDEWALK PER CITY OF LAKE ELSINORE STANDARDS. FS INDICATES FINISH SURFACE ELEVATION CARDENAS CONSTRUCT 6" THICKENED EDGE ADJACENT TO DRIVE LANE WHERE APPLICABLE. I I (6,g - SEE DETAIL ON SHEET 4. TQ INDICATES TOP OF CURB ELEVATION - - - - - - - - - - -- --I_ J �. J WAREHOUSES _ 9 INSTALL 6' CONCRETE WHEEL STOP PER DETAIL ON SHEET 4. FL INDICATES FLOWLINE ELEVATION -- P.E.= 98.83 t ❑ EX. ,�,yl --_,_____� 1 F.F.= 99.50 10 CONSTRUCT ACCESSIBLE RAMP PER CITY OF LAKE ELSINORE STD. DWG. FOR (XX) INDICATES EXISTING SURFACE ELEVATION PLANTER❑ U - 'ACCESSIBLE RAMPS" PER DETAIL ON SHEET 4. II I INSTALL TRUNCATED DOMES PER DETAIL ON SHEET 4, WHERE SHOWN. TW INDICATES TOP OF WALL ELEVATION „`"�� II I 12 INSTALL ACCESSIBLE PATH DIRECTIONAL SIGN PER DETAIL ON SHEET 4. TF INDICATES TOP OF FOOTING ELEVATION q\ 21 INV. INDICATES INVERT OF PIPE ELEVATION STRIPE HANDICAP PATH OF TRAVEL PER PAINTED STRIPE DETAIL ON SHEET 4. `•�.� �� _ 3 {� INDICATES HANDICAP ACCESSIBLE PARKING SPACE 14 PAINT 4" WIDE WHITE PARKING SPACE STRIPE PER CITY OF LAKE ELSINORE SIDS. EX LX. 15 CONSTRUCT HANDRAIL PER CITY OF LAKE ELSINORE S . DWG. FOR "ACCESSIBLE RAMPS" EX, II 7yp (94,57) AC TRASH SEE STD. DWG. ON SHEET 4. PLANTER ((61 FS _ 16 CONSTRUCT BIO-RETENTION FACILITY PER DETAIL ON SHEET 5. -- -..•ii 14 EX. I DOCK 17 INSTALL 4 INCH ROOF DRAIN EXTENSION PIPES, SDR-35 OR EQUAL AT ELEV. SHOWN. • C _ TYP. 94.54) I_._...�._...... ACCESS FS 18 INSTALL 810-FACILITY OUTLET DRAIN. SEE SHEET 5 FOR CONSTRUCTION DETAILS.' DRIVEWAY a3, cx. DOCK I 4� 19 INSTALL 4 INCH THICK CONCRETE'STEP OUT BEHIND PROPOSED "A" CURB AS SHOWN. 94,51 (94,45) FS 2® CONSTRUCT TYPE 2 RETAINING WALL PER CITY OF LAKE ELSINORE BLDG. DEPT. DETAIL, L EX. 21 PROPOSED EXTENDED FOOTING PER ARCHITECTURAL BUILDING PLAN DETAILS. FOUNDATION DOCK CONTRACTOR SHALL PROVIDE FOR A MINIMUM OF'16 INCHES OF COVER FROM TOP OF •\V EX l PLANTER 94.50 ADJACENT PAVEMENT GRADE TO TOP OF PROPOSED FOOTING. AC (93,67) FS 41 / T Ffi ` LIMITS OF WORK„. (94.547 25.6% i (99.3 ,.. ,w DELIVERY 99.14 EX.FS RAMP DOCK r) ��.. (99.34) (94.49 W 2 9.00 (\171 T - �. � _ - - _.. _,-. - - - - - - _ � _ _ - - _ - - - - - -- 95.17 r�.y _ - NOTE: SEE TITLE SHEET FOR BOUNDARY MEASUREMENT INFORMATION PL \\`'� � a F TI rfTl ' .�``�•\ LIMITS OF WORK I L1.1...1...1 h EX. AG SEAL "AS BUILT" MARK REVISIONS API APPROPRIATE DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE --_ _____` CITY OF LAKE ELSINORE SHEET 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE .�J• P.O.UMESA,CA IF RNIA92AVENU .K µoFESSI LAWS AND HAVE BEEN FOUND ACCEPTABLE .iI CALIMES:909.7 5-U8292320 op H.TEE:909.7958882 ������' RCE____--_ EXP________ DATE PRECISE GRADING & EROSION FAX:909-795-8618 y y CONTROL PLANS OF 5 E�NO.9511293 REVIEWED BY: SHEETS LANs * * CARDENAS MARKETS KEN A. SEUMALO, RCE No. 56915 DATE ENGINEERING �7Jv 3 -/3 sr r SCALE: 1"=10' BENCH MARK:A-93-01 DATE:9/93 STORE # 31 FILE No. CITYENGINEER CONSULTANTS,INC. STEVEN H.RITCHEY DATE , A05 INS O INT.RAILROAD CNYN/CASINO DR.,NW ECR ORB I WAREHOUSE ADDITION CTY OF LAKE ELSINORE R.C.E.5t I29, EXP. DATE: MARCH 2O13 ABOVE S OIA ELEVATION!2886m65 LT,o.a' 31952 MISSION TRAIL,LAKE ELSINORE.CA 92530 I II 83.83 ` EX. EX. / EX. .f/ I ( ) \\ PLANTER // \\ PLANTER J (8221 FS -__--- _--_ Ir _ _ / - \ i �� PLANTER FL - ----- it \ (8692) - -- -_ - (8672 (9179�--_---- _ {93.08 (94.89)� Q ES _. FS FS FS FS I II \ SEE SHEET 5 FOR I?RA!N LINE CONSTRUCTION DETAILS I II ACCESS DRIVEWAY (9FL (9263) (s3.6o �88.84) .2 (94.87 II n (86.49) - .,....__ L rL (96.16) FL - .F''� - �.... (szs: SCALE: t"=10' Fl - _- r>.-._ .. -- - N (9165) {9180) 1� - - _ ._. ..- - - - - ---- -- --._FL FL 11' 10' (,83.50 EX• 01 EX. OMITS OF WORK ,�' -. .... �+' 1 EX. - �a0 ........__ - --- TO CLI II R AC `� �� AC •i�IIIIIIIIIIIIIIIIII / *. AC ACCESS 10 ...o 'o zo FUiiIRF.At,t,E.Sal rl liY IMPROVEMENT LIMIT$ 7 DRIVEWAY II 1- (83.9) (85 i} (8758) (87.97) F 2 IN.8 89.54TC 1 �� 92 �hp�P �R LIMITS OF WORK 6 I [3.53TW F. F FS ES. IN 4AMP 89.18FS s 9' �•/0-.. - �§3.5.PN 82.90F5 ._ SAWC. -� __;>AWC - I,A--, A ! i 4, 82 97FS -- �89 37:C) 89.70TC p0 ` o I II 83.50T� (8404TC) (85.SOTC) rg490fS (86.17TC) (88.t OTC) 8/68TC (8810) 9gFc) 89. F jGOT 92.79 9324 (44-46TC) (8?36) 83.OFS L ) 0.64 90.7„ 3.00 -- L -., - f S SF'S) 83.65F ) i85 40G) __.._ (85 77ra}. (87.73fS� 87 $F S FL7DRN. 1 j �' in�.,�, '�- FS 91.O�i=S '91.40FS -f5 r'S ,. (94.09FS)/-- -_ --o- - -om r 8.33% 6!/f� 2.0%, l9 70 33/ 5 u% 90.561 93 OOTW S RK. 6Q_D 12; 067W LNDG F Kr;:rl 7a2•; '"- -- --- (74f>) 16.39FS R}iMP \\ •892OFS LS-- ,a8,:e GRO.8 93.96 1' \\ II II G Z I 11 1NDG 84.8FS RAMP _ F LNDG _ ( f_5_ .' 9 66FS ( ) L ( ) - - _ --- . - RET. 93.00TW m FS (9438)-.,- PAL NTER li I I E " 835 {87.14TW) SFS / ' ..._ (A6�-- �LANIEB f 6 012FS :;0.14TG a�38� v�o`', FAC.'A' 1 a 9.34F I) CARTS ,�j._ g0 SS 94 42TC u O IwIIEX I 1�= -- - (8``6 t1 85.48 }85:58 (90.66TW): -=,� C.35T /-FS _ „�', 93.97FS II 1 it II n I 82 S6TW - {83.86FS) F 15 I-F {90 66TWj; ' .6F. //\� .5' - '�(93.83 93.44 ,� 00 9' 9' 9' 5' 9' 9' 00 9' 1T ($82.38FS - - I- (88.17FS)( ) L'J 92 60FS Fs I (85 0 1_ _ _ _ -_ SSS FS I a 6 90.3 ///Jv 9 s 0 95.37 u 9TW) . 8070iW (859C) (88�58) r E�� - 80FS �Ia 94.25 4.60 5 5r {:' _F� 3„0T FS FS -{ I (8(8543� �_ 85�3iW FIG FS 1 13T0-IjE„. EX. �4 9R-6FS 9 (95 i6 S� II �) I it Iu I! FG 8244F5 --- 15 ° ---= --- - -L- ---- --�--- ---- - -_-_-____� I}-�' FAC'6 } AC T 198 IYP rl D I (; (85.77TW) I I aiTVYj � LJ�I �,n(� (82.45F5} L82�`,3F;,i _ - _ ._ ° ..�:9 _C i4 4 fl% (4,77) - T 5 9 i�21°v9'85 94 65 S ^0 ..(� - 11 ) LIMITS OF WORK o2 3 7s' �i �T.337 ,o S FS �- 95.2�� __ RAMP S I FC I �. F ao 92 07 T 11 i9i(9sg' '9 91 L'vCC] -�,33y, la;{'zr EX. -�� - --�i I I 1 'I t86p 5 qS ,� ? . RAMP �I� L CARTS 9 �..-- PLANTER .. _ - -�I-- ---� j9255 92.?6 �93.09 ( )-93fi � 9775 1 9409 - FS - -- -- - - - FS FS FS F E. (94. S FS ! ❑ a'r h 9Fs0) EXISTING CARDENAS (93.05) 7.0 9.87 PJARKET Fs --- sgwc�r j F (7=99.50) - EXISTING V .._ - Fs PROVIDE 6" MINIMUM - RETAIL BLDC. 1I _._-�. ,�� \/ s4 s 9qr 2 COVER BELOW FI\, EROSION CONTROL CONST. NOTES: VACANT ;I, I_FS 11 SURFACE. NSTALL 4 LEGEND: DESCRIPTION L END• 9312 y EA. 4' ROOF DRAIN X'106.7 INDICATES EXISTING GROUND SPOT ELEVATION II INV PIPES ®1.0%MIN, O INSTALL"RICE" STRAW WADDLE, SILT FENCE, HAYBALES, li SLOPE OR SANDBAGS AT TOE OF SLOPE. SEDIMENT REMOVAL IS -,�''���92- / INDICATES PROPOSED FINISH CONTOUR ELEVATION 73' 18, 26' 18' REQUIRED 48 HRS. PRIOR TO FORECAST RAIN STORM. SEE _ I - --------- TYp (94. A INSTALLATION DETAIL ON SHEET 5. II I 1 FS AC INDICATES CONCRETE PAVING I 2O CONCRETE WASH-OUT. CONSTRUCT 6' X 6' SANDBAG BASIN li PER SANDBAG PLACEMENT DETAIL. LINE INSIDE OF BASIN WITH AC ,• 4 MIL BLACK VISQUEEN. INDICATES ACCESSIBLE ROUTE OF TRAVEL I� ACCESS 1-.9- 30 O MATERIAL AND EQUIPMENT STORAGE AND MAINTENANCE AREA. - - !i INDICATES PROPERTY LINE-R/W f I' DRIVEWAYOPORTABLE TOILET AREA. 1 INDICATES DRAINAGE FLOW PATH II LIMIT'0E-tk'ORKI' DUMPSTER/DISPOSAL AREA. - FF - INDICATES FINISH FLOOR ELEVATION II O li 1 PROPOSED FS INDICATES FINISH SURFACE ELEVATION I CARDE j c (e,9�� I A ® .� ...�.,_-- _---,--- - ®; - II �� I WAREH CI�S� TC INDICATES TOP OF CURB ELEVATION I'! i P.E.= 98.83 FL INDICATES FLOWLINE ELEVATION EX. -------II I III F.F.= 99.50 -❑ --- PLANTER❑ I-I j1 - -I I - ,(XX) INDICATES EXISTING SURFACE ELEVATION -- - (-I TW INDICATES TOP OF WALL ELEVATION TF INDICATES TOP OF FOOTING ELEVATION INV. INDICATES INVERT OF PIPE ELEVATION I1 I 26' ,��, � � �, INDICATES HANDICAP ACCESSIBLE PARKING SPACE - ii EX. EX. r♦ INDICATES RICE STRAW WADDLE EROSION CONTROL EX. I 1 S94 57) AC TRASH PLANTER J>) (61% FS I INV DOCK ACCESS (94.54) F - - - DRIVEWAY Fs 33, X. DOCK I - -- (93, 4 t94.45� - ITS PLANTER I I DOCK 94,50) EX 10 AC (93.67) FS FS ` (94.56) f _. -- LIMITS CF WORK {94.47 (99.34) 25.6% 99.14 - `\ 1 99.46�OR-VERY _FS EX.FS _ II L RAMP DOCK - (99.34) NOTE: SEE TITLE SHEET FOR BOUNDARY MEASUREMENT INFORMATION `V (94.481 IW\ _ 467 PL FS 933TF R4.I)UjF FS LIMITS OF WORK a 111.U.LL kXr /1 SEAL "AS BUILT' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CITY OF LAKE ELSINORE SHEET 4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE P.O.BOX 541,650 AVENUE aOpEss1 ---------------- ------- CALIMESA,CALIFORNIA 92320 2 LAWS AND HAVE BEEN FOUND ACCEPTABLE w 4° NH.ai ------ - TEL:909-795-BBB2 ���Ac rc �, RCE EXP_ DATE PRECISE GRADING & EROSION 5 FAX:909-7958818 y" N0.51129 m REVIEWED BY: CONTROL PLANS OF SHEETS LAND * P's-�-13 * CARDENAS MARKETS ENGINEERING .O ,r viv SCALE: 1"=50' BENCH MARK:A-93-01 DATE:9/93 KEN A. SEUMALO, RCE No. 56915 DATE E-6{ �<,y- ,/3 s STORE # 31 FILE No. CONSULTANTS,INC. -� yr P CM, CITY ENGINEER STEVEN H.RITCHEY DATE For OAl`F INSPECTOR TNT.RAILROAD CNYN/CASINO DR.,NW ECR CRB WAREHOUSE ADDITION CITY OF LAKE ELSINORE R.C.E.51 129, EXP.9/30/t3 DATE: JANUARY 2013 RTN,ts'DAD.eOLT,BASE OF STOP LT,o:a' 31952 MISSION TRAIL"LAKE ELSINORE,CA 92530 ABOVE S ELEVATON=1286.65 @ @ @ WIDTH PER PLAN. a ''o 0 @ @ A N 0 © _ WIDTH PER PLANS Q Q FACE OF @ 6. io CURB/WALKWAY/BLDG. n @ O @ 0 @A4" I - 2.0%MAX.SLOPE d Hill N 0 FINISH GRADE 1/2 INCH RADIUS a FINISH 1 7 16SURFACE A7 BRP TYPICAL PLANCONCRETE HOLE TO RECEIVE T1"X2'-O" LONG STEEL PIN TAPERED EDGES a ���-� _WHERE Z7+ � n EXPOSED WEAKENED PLANE JOINTS SHALL BE REINFORCING BY MFG. TYPICAL SECTION A INSTALLED AT 6' MAX. INTERVALS. WHEN POURING,NEW CONCRETE AGAINST ' "ADJACENT ASPHALT, SAWCUT A MAXIMUM NOTE: PAINTED BLUE OF 6" AWAY FROM CONCRETE EDGE TO 1.DETECTABLE WARNING SHALL BE CONTRASTING COLOR SET FORMS. SLOT PATCH W/4" MIN. THICK WITH ADJACENT SURFACE: LIGHT-ON-DARK OR A.C. (3/8 FINE ASPHALT) - DARK-ON-LIGHT. MATERIAL SHALL BE INTEGRAL PART OF THE WALKING SURFACE. (BRICK RED ADJACENT TO STANDARD GRAY CONIC.) ADDITIONAL SIDEWALK DETAIL CONCRETE WHEEL STOP 2.TRUNCATED DOMES SHALL MEET 2013 C.B.C. SIDS. NO SCALE NO SCALE TRUNCATED DOME DETAIL P.O.T. — PAINTED STRIPE NO SCALE NO SCALE 10w REFLECTIONIZED PORCELAIN ENAMELED STL. SIGN W/BEADED LETTERS EQUAL BOLTED INSTALL "RICE" STRAW WADDLE, AT EDGE OF TO 2" SQ. WHITE POWDER COATED POST W/ CONSTRUCTION LIMITS. STAKE WADDLE INTO MINIMUM 8 of ® (2) 3/8" DIA. BOLTS-SIGN TO DISPLAY SOIREQUIRED 48 IHRS.ES.PRIOR SEDIMENT IO FORECAST REMOVAL INTERNATIONAL SYMBOL OF ACCESSIBUTY 3/4" RAIN STORM, PER DETAIL 24/A7.00 AND HAVE A O.C. DIRECTIONAL ARROW INDICATING THE STEEL TROWEL FINISH ACCESSIBLE PATH-OF-TRAVEL 1/4" CONIC. AT GROOVES o MEDIUM BROOM FINISH EX.SURFACE MAX.LINE CONCRETE SEDIMENT =ROUGRA� FLOW p_p^ DIRECTION FINISH SURFACE OR GRADE RICE STRAW WADDLE INSTALLATION DETAIL ACCESSIBLE PATH SIGN GROOVE BORDER AT CURB RAMP NO SCALE NO SCALE NO SCALE BIG, FACILITY "A" (W-7', L=20.5') BIG, FACILITY"B" (W=3.2', L=16.5) TW- TOP OF WALL --- ----,��" -_ -_ _------------ 12" TYP. FS - OUTSIDE FINISH --- - -- IF_._.-.._JI'�--=-----------=.==-r=_.)l MATURE VEGETATION WITH SURFACE // 2-5 INCH MULCH LAYER. I II' � � -.--- --;--- -�--�—i/ ����-_.__-_---.__---------%/ SEE LANDSCAPE PLANS IIw < PONDING DEPTH 6 INCH MAXIMUM --Jp -- - P. -------------------------- 0. , M II INSTALL BROOKS MODEL 1212 CATCH BASIN, a w im N ."• • "1• i.i 3 II 11' 10' W/MODEL 1212 TRAFFIC STEEL GRATE, OVER DRAIN LINE CLEANOUTS SHALL BE _ _ ''••� ;;,`,;:'.�!•; _'•:+;:+ V,q ;"•i•;":'� •+"•y'••• FLO-WELL MODEL FWAS24 STORM WATER a " TO CLI STEEL 6 INCH DIA.TRAFFIC RATED. z o '. •••. •:•�:.•,•�:,,' PIPE INV. LEACH INLET,OVER 24"x24"z24d GRAVEL PACK. z r •' *'1'••° "'•I•,°I,.. ."'• ,�."„ .,.'",' / a -a - z ^V: SEE PLAN i USE 1-1/2 INCH MIN.SIZED GRAVEL.83.40TG / \ m LL m I I I o a a^ (BROOKS), 80.40 PIPE INV. (FLO WELL) g' / _ _o M h ,`''•' INV.-INVERT OF PIPE PER PLAN I 6.8 LF 0 2.7% 9.3 IN I H� 6"SDR-35 697 LF 0 4.5% C•O• '6"SDR-350 47.8 LF 012.1% .0./ 6.8SDR-35 011.1X r o 0 0 0 O o o O o 0 0 0 0 0 0 0 0 0 --- 1I� O O O O o 0 0 O o O \" N a II )qe \\ ay ----- -.------ ---q=l ? --_--- _ __-----�--- - i 'ro PLANTING SOIL MIX, II _ _ I II — I � FG I is '� BID—RETENTION � � 'a� CONTRACTOR SHALL a q • (•'-' � i a a •, �. r" VERIFY TYPE WITH •M "•a a "'— — FACILITY A. n,• a r -I v i LOCAL NURSERY m — -- —" — ' ` ` 6 INCH PERFORATED •, ` . . II _ CONSTRUCT RETAINING WALL TYPE 1A 'I••a PVC PIPE (TYP) :,p TIE 6 INCH PERFORATED II — —'-- PER CALTRANS STANDARD 83-3, OR SUB DRAIN PIPE INTO II BIO—RETENTION 9 9 ENGINEERED ALTERNATE BASED ON 1 INCH MINIMUM SIZED 6 INCH OUTLET DRAIN I EXISTING BUILDING I FACILITY B. ,•;'a°• I II I. � I III C.Jd--� \ ,�ra,�;.;3,4?;�°:3° °�a;ea�,,ea?�'•Ca�+,.�•° ° ;5?' GEOTECHNICAL PARAMETERS. (TYP) GRAVEL PACK - T 5' jDoL 610—RETENTION FACILITY DETAIL NO SCALE II---- -. \ BID—FACILITY OUTLET DRAIN DETAIL , � I PROP.WAREHOUSE SCALE: 1•'=10' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL "AS BUILT"P.o.6oxsa1,650AVENGEK CITY OF LAKE ELSINORE SHEET 5 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE :;c ,0 ESS, -------------------- --------- LAWS AND HAVE BEEN FOUND ACCEPTABLE CALIMESA,CALIFORNIA 92320 Oe H H.R < TEL:,CALIORNIIA oI rek, , RCE—_____—__ EXP_—__ DATE PRECISE GRADING & EROSION 5 FAX:909-795-8818 y " m CONTROL PLANS of / E P0.®570 8J REVIEWED BY: SHEETS G� os z.3 LAND * * GARDENIAS MARKETS ENGINEERING m e SCALE: i"=50' BENCH MARK:A-93-01 DATE:9/93 STORE # 31 FILE No. KEN A. SEUMALO, RCE No. 56915 DATE CONSULTANTS,INC. ''rf Civil, IN INT.RAILROAD CNYN/CASINO DR.,NW ECR CRB CITY ENGINEER STEVEN H.RITCHEY DATE' OF CAL,f RTN 1.5'DIA.BOLT,BASE OF STOP LT.0.3' WAREHOUSE ADDITION CITY OF LAKE ELSINORE R.C.E.51129,EXP.9/30/13 DATE: JANUARY 2013 ABOVE S ELEVATION�1286.85 31952 MISSION TRAIL,LAKE ELSINORE,CA 92530