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HomeMy WebLinkAboutSTARBUCKS RAILROAD CANYON ROAD PGP GRADING NOTES CONSTRUCTION CHANGES: WORK TO BE DONE: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL ALL CONSTRUCTION AND/OR DESIGN CHANGES TO THE APPROVED PLANS SHALL BE PROPOSED THE GRADING PLAN CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST - BY THE ENGINEER OF WORK AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. THESE PLANS AND STANDARD SPECIFICATIONS FOR THE CITY OF LAKE ELSINORE AND TO THE EDITION OF THE UNIFORM BUILDING CODE(U.S..C),CHAPTER 33. CONSTRUCTION CHANGES SHALL BE INCORPORATED AT THE SITE AFTER APPROVAL By THE CITY SATISFACTION OF THE CITY ENGINEER. 2. APERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ENGINEER. ELSINORE,PRIOR TO ANY OPERATIONS. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFYALL UTILITY COMPANIES AND p U.S.A.ALERT(1-800-4224 STANDARD SPECIFICATIONS&STANDARD A.C. P.C.C.133)FORTY-EIGHT HOURS PRIOR TP GRADING. AC /P C C & TRENCH BACKFI L L& Il 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENTA T LEAST DRAWINGS: TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. COMPACTION 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITYENGINEER. 1. GRADING ORDINANCE,ADOPTED BY THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE AS CITY 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO i VERTICAL,UNLESS 1. ALL PROPOSED IMPROVEMENTS IN EXISTING PAVEMENT SHALL HAVE THE EXISTING ORDINANCE NO.636,801,882. OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. PAVEMENT SAW CUT AND REMOVED TO PROVIDE A MINIMUM OF 1.50 FEET CLEARANCE 7. FILL SLOPES SHALL BE NO STEEPER THAN HORIZONTAL TO 1 VERTICAL,UNLESS TO THE PROPOSED IMPROVEMENTS. 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,("GREEN BOOK"),201S EDITION OTHERWISEAPPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN AND REGIONAL SUPPLEMENT AMENDMENTS. 90%RELATIVE COMPACTIONOU7 TO THE FINISHED SURFACE. 2. ON SITE PARKING LOTS SHALL BE PAVED WITH A MINIMUM OF 3"A.C.OVER 4"CLASS 2 OR 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITYAS DETERMINED BY THE D.G.BASE OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER BASED ON"R"VALUE. 3. STANDARD SPECIFICATIONS AND STANDARD PLANS,DEPARTMENT OF TRANSPORTATION MODIFIED THREE(3)LAYER A.S.TM.D-1557-70 TEST METHOD. - 3. THE STREET SECTION SHALL BE ADJUSTED DURING CONSTRUCTION IN ACCORDANCE WITH (CALTRANS 2015 EDITION). 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATIONAND DEBRIS,SCARIFIED,AND THE RECOMMENDATIONS REET STIONSHALL BE AEJUSTED DURING NICAL ENGINEER AND APPROVAL ACCORDANCE CITY INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO ENGINEER.(REFER TOTYPICAL SECTION.) 4. CITY OF LAKE ELSINORE STANDARD DRAWINGS. THE PLACING OF FILL. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 4. ALL CONCRETE CURBS,SIDEWALKS,DRIVEWAYS,SWALES AND CROSS GUTTERS SHALL BE 5. RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS. It. FINISH GRADE SHALL BE SLOPED A WA Y FROM ALL EXTERIOR WALLS AT NOTLESS THAN CONSTRUCTED ON A MINIMUM 3"DG BASE UNLESS APPROVED TO BE CONSTRUCTED ON !4'PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOWLINE OF NATIVE OR OTHER SUITABLE BASE MATERIAL BY A GEOTECHNICAL/SOILS ENGINEER. 6. RESOLUTION N0.PA.2017-30,CUP.2017-07 AND CDR.2017-06 EARTH SWALE 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I%IF CUT OR FILL 5. CLASS 2 MATERIAL SHALL MEET CALTRANS SPECIFICATIONS,SECTION 26-1.02A(3/4" SLOPE IS LESS THAN TEN FEET(IO')AND 2%IFCUT OR FILL IS GREATER THAN TEN FEET MAXIMUM). (10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'FEET DEEP AND CONSTRUCTED A LEGEND MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES. _PPP 6. DISINTEGRATED GRANITE(D.G.)SHALL MEET THE GREEN BOOK SPECIFICATIONS,SECTION 13. PROVIDE 5'WIDE BY P HIGH BERM OR EQUIVALENT ALONG THE TOP OFALL SLOPES OVER .,� 4DO-2.31. EXISTING fACILIT/ES SYMBOL QUANTITY 5'HIGH. 14. PROVIDE A BROWDITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS (. +!� 7. FOR MATERIAL TESTING,REFER TO CALTRANS SPECIFICATIONS,SECTION,6-3.01 PROPERTYLINE - -FL. ----- ALONG THE TOP OF CUT SLOPES. LOTLINE oQ 15. NO OBSTRUCTION OF FLOOD PLAINS OR NA TURAL WA TER COURSES SHALL BE PERMITTED. STORM WATER MANAGEMENT l]L -------- --- 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING EXISTING WATERLINE _-_--'N ANDPROVIDEA FINAL SOILSREPORT WHICH INCLUDES FOUNDATION REQUIREMENTS DISCHARGE CONTROL EXISTING SEWER -- - `--- (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 17 GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION 1. THE CONTRACTOR SHALL COMPLY WITH CITY MUNICIPAL CODE CHAPTER 14.08(STORM EXISTING GAS LINE REPORT BYA SOILS'ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING WATER MANAGEMENT AND DISCHARGE CONTROL). DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. MATERIAL SUBSTITUTIONS: EXISTING STORM DRAIN 18. THE SOILS AND GEOLOGIC ENGINEERING INVESTIGATION DATED OCTOBER25,2017 SOILS/GEOTECHNICAL ENGINEER 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH A PLAN TO IMPLEMENT BEST PREPARED BY EVAN,COLBAUGH&ASSOC.,SHALL BE CONSIDERED A PART OF THIS GRADING MANAGEMENT ENT PRACTICES(BMP'S)TO ELIMINATE SAND,SILT,CONCRETE WASH,DEBRIS EXISTING GROUND CONTOURS PLANAND SHALL BEIN COMPLIANCE. CERTIFICATION OR POLLUTANT DISCHARGE TO THE PUBLIC STREETS AND STORM DRAIN SYSTEM.SUCH MATERIAL SUBSTITUTIONS SHALL BE PROPOSED BY THE ENGINEER OF WORK.THE PROPOSAL ' 19. AREGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT SHALL INCLUDE SPECIFICATIONS,TEST RESULTS,WITH OTHER RELEVANT INFORMATION FOR EXISTING SPOTELEVA TION - r CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVA TONS ARE REQUIRED, I HAVE REVIEWED THESE PLANS AND HAVE FOUND THEM TO BE IN CONFORMANCE PLAN SHALL BE SUBMIANV GRADING OR CONSTRUCTION ON THE SITE.TTED TO AND REVIEWED BY THE CITY ENGINEER PRIOR TO REVIEW AND APPROVAL BY THE CITY ENGINEER.NO MATERIAL SHALL BE SUBSTITUTED THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IFAN ELEVA TION WITH THE DESIGN AND CONSTRUCTION RECOMMEN NS AS SPECIFIED IN THE COMMENCEMENT OF WITHOUT THE APPROVAL OF THE CITY ENGINEER. PROPOSED GROUND CONTOURS -440- WITH RESPECT TO.ADJACENT GROUND SURFACE IS REQUIRED,THEACTUAL DISTANCE GEOTECHNICAL INVESTIGATION REPORT PREPAR FES$/�, 3. THE CONTRACTOR SHALL IMPLEMENT THE EROSION CONTROL MEASURES AS SHOWN ON 20. ALL PROPERTY CORNCENERS SHAVE THE ADJA T �BE CLEARLYDELINEATED IN THE FIELD PRIOR TO p�4SHALL BE GIVEN. O,gyp COZS 4/ THE EROSION CONTROL PLANS AND TAKE IMMEDIATE REMEDIAL AND PREVENTIVE COMMENCEMENTONERS CONSTRUCTION/GRADING. Or G� ACTION WHEN POLLUTANT DISCHARGE OCCURS AND/OR AS DIRECTED BY THE CITY CONST.NOTE PROPOSED WORK STANDARD SYMBOL QUANTITY W ENGINEER OR THE BUILDING OFFICIAL.THE CONTRACTOR SHALL BE REQUIRED TO PLACE LEGAL DESCRIPTION: 21. STABILITY CALCULATIONS WITHA SAFETY FACTOR OFATLEAST 1.5 SHALL BE SUBMITTED No.Vs BYA SOILS ENGINEER TO TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT -1"l ADDITIONAL EROSION CONTROL MATERIALS AS THE SITE CONDITIONS WARRANT. LOT 80F TRACT N0.30496,1N THE COUNTY OF RIVERS/DE,STATE OF CALIFORNIA, CONCRETE SIDEWALK PER PLAN CLESD210 1842 SF AND FILL SLOPES OVER THIRTY FEET(30'). 4�'r 4. PAVED AREAS SHALL BE SWEPT BY COMBINATION OF POWER BROOM AND/OR AIR ACCORDING TO MAP ON FILE IN BOOK 367,PAGES 17 THROUGH 25 OF MAPS, 22 AFINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREA TER THAN ONE(1) GEOTECHNICAL E INEERS SIGNATURE • OTECHM PAVED UUM SHALL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. �2 TEXTURED CONCRETE SIDEWALK 390 SF FOOT. REGISTRATION NO.:ZZ E EXP.DATE:�• CAC 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,ITMUSTSE S. ALL OF THE ABOVE CONDITIONS SHALL APPLY STARTING THE FIRST DAY OF GRADING APN: ❑3 ADA ROUTE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. "AS-GRADED"REPORT DATED_ p- ,BY: AND/OR CONSTRUCTION AND SHALL REMAIN IN EFFECT UNTIL ALL GRADING AND/OR PREPARATION SHALL BE APPROVED BYA REGISTERED SOILS ENGINEER PRIOR TO 363-210-021 PLACEMENTOF FILL MATERIAL.SLOPES GREATER THAN 5:I ARE REQUIRED TO BE KEYED CONSTRUCTION WORK HAS BEEN COMPLETED. qA ASPHALTPAVEMENTCREATED/REPLACED 9581 SF AND BENCHED. 24, THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: AREA TABULATION: 4B ASPHALTPAVEMENTOVERLAY 9581 SF A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF EXISTING MONUMENTS, MARKERS, SOURCE OF TOPOGRAPHY. ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. TOTAL AREA OF PROJECT:Lot 8:27,103 SF=0.622 AC. 5� RETAINING WALL.H2O LOADING,PER DETAIL ON SHfET4 ..omm.mmmmm 419SF B.DURINGALL ROUGH GRADING AND OPERATIONS INCLUDING ON,BENCHING AND PROPERTY CORNERS, ETC. Lot 7: 3,1775E=0.073 AC.(PROI.AREA OF ENCROACHMENT) THECONTOURS/TOPO/ELfVATl0N55HOWN ON THESE PIANSARE BASED ON FIELD SURV£YAND BETAINIG WALL.H2 FILLING OPERATIONS. C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. THE CONTRACTOR SHALL RE-ESTABLISH AND SET ANY MONUMENT OR BENCHMARKS Total:30,280 SF=0.695 AC. MEASUREMENTS PERFORMED ON 7/I]/1016 ,BY STfVEN M.HOWEL(, © RETAINING WALL.TYPE I,RIVERSIDE COUNTY STANDARD. ®®® 420 SF RCE/LS NO. 5758. BY SEPARATE PERMIT. D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. WHICH WILL BE DISTURBED DURING CONSTRUCTION/GRADING OPERATIONS.A EXISTING IMPERVIOUS AREA:Lot 8:16,987 SF=0,160 AC. 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR CORNER RECORD OR RECORD OF SURVEY AS APPROPRIATE SHALL BE FILED BY A � 6"CURB,PRIVATE ONSITE. CLESD 101 668 IF ANOTHERAPPROVED GROUND COVER,AT TWELVE INCHES(12)ON CENTER. Lot l:27,540 SF 0.402 AC.(PROI.AREA Of COMPLIANCE) LANDSURVEYO SALT.OR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE Total:27,540 SF=0.402 AC. B❑ 6-CURB AND GUTTER,PRIVATE ONSITE. CLESD 100 510 IF SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, LAND SURVEYORS ACT. SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF.SHRUBS �g PARKING LOTSTRIPING S60 IF ,646 . CONCRETE STRIP GUTTER,W=3' CLESD 209 0 SHALL BE PLANTED A T TEN FEET(10)ON CENTER,TREES A T TWENTY FEET(20')ON CONSTRUCTION NOISE EXISTING PERVIOUS AREA: L 7 1 ENGINEER OF WORK f0 - CENTER,COMBINATIONS FIFTEEN FEET(15) Lot : 2,646 5E=0.007 AC.ON CENTER.SLOPES OVER THREE FEET(3)IN Total:18 SF=0407 AC. VERTICAL HEIGHT SHALL HA VE PERMANENT IRRIGA TION SYSTEMS WITH BACKFLOW "I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE 11 ACCESS RAMP PER PLAN 1 EA PREVENTION DEVICES PER U.B.C. THE CONTRACTOR SHALL COMPLY WITH LAKE ELSINORE MUNICIPAL CODE SECTION EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 26. APPROVED PROTECTIVE MEASURESAND TEMPORARY DRAINAGE PROVISIONS MUST BE 17.176,NOISE CONTROL.ALL OPERATIONS CONDUCTED ON THE PREMISES, PROPOSED NEW OR REPLACED IMPERVIOUS AREA: 25,615 SF=0.588 AC. 6703 OF THE BUSINESS&PROFESSIONS CODE AND THATTHE DESIGN IS CONSISTENT WITH USED TO PROTECTADJOINING PROPERTIES DURING THE GRADING PROJECT INCLUDING THE WARMING UP,REPAIR,ARRIVAL,DEPARTURE OR RUNNING OF CURRENT STANDARDS.I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 12 ACCESS RAMP PER PLAN 5EA 27 APPROVED EROSION PREVENTIVE DEVICES SHALL BEPROVIDED AND MAINTAINED DURING TRUCKS,EARTH MOVING EQUIPMENT,CONSTRUCTION EQUIPMENT AND ANY OTHER PROPOSED IMPERVIOUS AREA: 25,615 SF=0.588 AC. SPECIFICATIONS BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES 13 PVT FIRE MAIN(BYSEPARATE PERMIT) -•-------- THE RAINY SEASON AND SHALL BE IN PLACEAT THEEND OF EACH DAY ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 NOT RELIEVE ME,AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR PROJECT DESIGN." 28. ALL WORK SHALL CONFORM TO THE CITY AND STA TE CONSTRUCTION SAFETY ORDERS. AM AND 5:00 PM EACH DAY,MONDAY THROUGH FRIDAY,AND NO EARTH WORKING IMPERVIOUS AREA INCREASE/DECREASE: -10.0%. f4 PVTSTORMORAIN 8-PVC -•-•-•-•- 150 LF 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS, PERMITTEE. SUNDAYS OR HOLIDAYS. 15 PVTSTORMDP41N 24-PVC ----- 67 LF 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. 31. SANITARYFACILITIES SHALL SEMAINTAINED ON THE SITE FROM BEGINNING TO OWNER: 1s PVT.SO C.O.OFF WYE END. 1EA COMPLETION OFGRADING OPERATION. REQUIRED PERMITS 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR �,j 17 PVT PRE-FAB GRATED INLET SIZED PER PLAN. 4 EA ALL SLOPES IN EXCESS OF THREE 3 FEET VERTICAL HEIGHT WITHIN NINETY DAYS NAME: HELF CANYON HILLS MARKET PLACE I LLC (1 1. AN ENCROACHMENT PERMIT FROM THE CITY ENGINEER'S OFFICE WILL BE REQUIRED FOR N/S FURA R.C.E. J2391 DATE 18 BIO RETENTIONBASIN AFTER COMPLETION OF ROUGH GRADING AND SHALL BE INACCORDANCE WITH CITY OF ADDRESS: 1333 CAMINO DEL RIO SOUTH,SUITE 310,SAN DIEGO,CA.92108. ANY WORK IN THE CITY RIGHT-OF-WAY OR PUBLIC EASEMENTS.A SEPARATE TRAFFIC EXPIRES ON 121JV18 LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THEAPPROVAL OF FINAL CONTROL PLAN WILL BE REQUIRED. INSPECTION. 19 BID TREATMENT TREE WELL ❑O 33, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF PHONE NO.:(619)297-39Do. 2. ENCROACHMENT REMOVAL AGREEMENT,SUBJECT TO APPROVAL OF THE CITY ENGINEER, WITH THE SITE AND BE SOLEL YRESPONSIBLE FOR ANY DAMAGE TO EXISTING SHALL BE EXECUTED FOR ANY TYPE OF PRIVATE IMPROVEMENTS ENCROACHING INTO THE FlN/SH SURFACE IFS 400.50 FACILITIES RESULTING DIRECTLYOR INDIRECTL YFROM HIS OPERATIONS,WHETHEROR PUBLIC RIGHT OF WAY OR PUBLIC EASEMENT(E.G.:RETAINING WALL,FOOTING,FENCE, FINISH GRADE ELEVA TION /-FG 400.50 NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. STEPS,SIGNS,STAMPED CONCRETE,ASPHALT CONCRETE DRIVEWAY,ETC.). TC 400.50 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED ABBREVIATIONS TOP OFCURB ELEVATION -2.50% PAD,PRIOR TO ROUGH GRADEAPPROVAL. 3. A GRADING PERMIT SHALL BE REQUIRED FROM THE BUILDING DEPARTMENT. SURFACE GRADE 35. APPROXIMATE DATE OF BEGINNING OPERATION TBD AC ASPHALTCONCRETE FS FINISH SURFACE COMPLETION: TBD ANTPT ANGLE POINT GS GROUND 4. CONTRACTORS ARE REQUIRED TO OBTAIN A PERMIT FROM THE DEPARTMENT OF DIRECTION OFORAINAGE 36. NO ROCK OR OTHER IRREDUCIBLE MA TERIAL WITHA MAXIMUM DIMENSION GREA TER BCR BEGIN CURB RETURN HC HANDICAP OCCUPATIONAL SAFETY&HEALTH(DOSH)FOR CONSTRUCTION OF TRENCHES OR THAN THREE INCHES(3)WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE BW BACKOFSIDEWALK INT INTERSECTION EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED CONSTRUCTION STAKING: FEET(3)OFFINISH GRADES,UNLESS THE LOCATION MA TERIALS AND DISPOSAL METHODS CL CENTERLINE LP LOWPOINTS TO DESCEND. EARTHWORK: SHEET INDEX ARE SPECIFICALLYAPPROVED BY THE SOILS ENGINEER. CDR CORNER MOC MIDDLE OF CURB 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN CLF CHAINLINKFENCE PL PROPERTYLINE 5. ALL ON-SITE RETAINING WALL CONSTRUCTION SHALL REQUIRE SEPARATE BUILDING CONSTRUCTION STAKING BY: INSPECTION BEFOREAPPROVAL. CUT: 252 CU YD SHEET 1 TITLE 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED CP CONTROL POINT Pl POINT OF INTERSECTION PERMIT. RCE/LS NO. SHEET2 DEMO AND GRADING BY THE BUILDING DEPARTMENT CONC CONCRETE PP POWER POLE SHEET 3 HORIZONTAL CONTROL AND STORM 39. THIS SITE HAS OBTAINED NAT/ONAL POLLUTION PREVENTION ELIMINATION SYSTEM ECR END CURB RETURN REID RIVERSIDE BUILDING DEPARTMENT 6, A LETTER OF PERMISSION IS REQUIRED FROM PROPERTY OWNERS IF GRADING AND/OR FILL: 252 CU VD EP EDGEOFPAVEMENT SMH SEWERMANHOLE ANY OTHER WORK WILL BE PERFORMED ON ADJACENT PROPERTIES. BUSINESS NAME DETAILS PROFILE (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER FH FIRE HYDRANT SDMH STORM DRAIN MANHOLE SHEET 4 DETAILS DISCHARGES.NPDES WDID# DATE PERMIT ISSUED.' NET. 0.00 CU YD FG FINISH GRADE TB TOP OF BERM 7. ATRANSPORTATION PERMIT IS REQUIRED FOR UNUSUALLY WIDE AND HEAVY LOADS. BUSINESS ADDRESS SHEETS EROSION CONTROL PLAN 40. DRAINAGE EASEMENTS WILL BE II T CLEAR OFALL OBSTRUCTIONS.NO BUILDINGS OR FL FLOW LINE TBD TO BE DETERMNED TEL.#: WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE FND FOUND TC TOP OF CURB SUBJECT TO REMOVAL AT OWNER EXPENSE. E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ORCCI YIANDHE PREPARED BY t.0 J Florez Engineering, Inc. OQROFESS/ CITY ❑E LAKE ELSINORE SHEET MARK REVISIONS APPR. DAT > STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE r /11440 WEST BERNARDO COURT S-157 ,��4��\S FG'p�F�, PRECISE GRADING PLAN SAN DECO, CA 92127 H r - BENCH MARKi 5 t�waLD� 9 ►9►S N0. /31/ Z z FOR: of (858)229-2493 m SHEETS E%P.12/31/18 � SCALE:A L E TWO TENANT BRAD FAGRELL, RCE do, 43920 DATE +' * E-14-70,PER CITY OF LAKE ELSINORE AS-BUILT FILE No. QQ `rTq y Ey2�P GRADING PLAN FOR CANYON HILLS COMMERCIAL BUILDING CITY ENGINEER CITY OF LAKE ELSINORE w ��CALtFQ DATES MARKETPLACE PA3 TRACT30496,FILE NO.735. APN 36,3-210-021 ENG 2017-00425 NIS FURMA .E. DATE ELEVATION=1400.87 FEET NA VD 29 DATUM EX/STINj4'FI SERVICE S72"53'S7"W WITHDFDC TC 1375.15 TC 137751 STING 2"WATER TC 137578 FS 1374.65 VICE METER SEESHT4FOR TC 137741 FS 1377.02 FS 1374.68 PLANTER DETAIL / 40 DEMO AND REMOVE TC 1378.65 ( j 1 N27°53'S7" -- N77°O6'03"W TC 137770 fff CURBS AND LANDSCAPING FS 1378.15 RELOCATED FS 137720 TC 137725 T TC 1375.20 FS 1376.75 TC 1375.21 FS 1374.70 REMOVE STALLSTR/P/NG TC 137857 WATER METERS _ _- TC 137704 TC 1376.93 FS 1374.71_° ' FS 1378.07 -- - FS/376.54 U FS 137643 I 1 I TC 137770 TC 1376.82 TC 1376.70 DEMO AND REMOVE �__ ______________ ----.+ --------I DEMO AND REMOVE TC 1378.43 _ RELOCATED FS 137720-- -TC 137714 FS 1376.32 FS 1376.20 FS 1377,93 LUMINARY CONCRETE WALKSTR/P - L CONCRETE W�STR/P r TC 1378.44 I FS 137683 J ADA ISLAND _ SEE R/GHT FOR THE FS 7376 SEE SHT 4 FOR V RELOCATIONOF ^ I RAMPS EXIST FACILITIES* FS f37794 TC 137723 TC 137..41 ti TC 13785 I ISLAND FS��77003 TC 1376.39 LIP 7376.07 ___________ SEE SHT3FDR FG 1371.54 ORT --- SEE SHT 4 FOR FS 137673 TC 1377,12- FS 137591 BMPM2AND y DEMO AND FS FS.00 \ STORMORA/NA SG 136779 CURB TRANSITION ASPHALT SAW-CUT LINE I REMOVE CURB DEMO AND REMOVE CURB /� TC 1378,00 TC 7376.98 TC 1376,48 FS 7375.89 TC 1376.45 j' TW 1376.43 0 5 10 20 50 SEE IMPROVEMENT PLAN FS 737750 �- FS_1376.48 FS 137598 _ ----- .FL 137595 _____-___-__ ______ __ _ 13 F 1373.43 _______________ NO. 77-046* -___________________ :I __ T78% ---T' T TO 1376.41 FOR DISPOSITION OF FH RELOCATED FH, _�_._ _ - FS 137591 SCALE. 1 = 10 ____ ___ - TC 137628 --- SEE NOTE BELOW* ., f 28Y '_ f TRASH ENCLOSURE t-- FS 1375.78 j DEMO AND REMOVE AC SEEARCH PLANS.E _ __________ _� PAVEMENT,CURB AND 1r ITC 137787 7375? CROSSWALKPER p DEMO AND REMOVE WALK STRIP SP TC 137796 j !FS 137737 TC 7376 55 C 7375 32 �S S 8 TC 7376.41 EXISTINGASPHALT ARCH.S/TE PLAN FS f377,46 i. 7! , FS 1376.05 FS 1375,81 -TC 1376.3 FS 1375,9SEESHT4 TC 137793 TC 7376.06 , FORADA REMOVE LUMINARY SEE DEMO AND R WOVE PROPOSED SEWER - 7C 137786 1 SAME �- -.-- FS 1377.22 TC 1375.78 FS 1375.61 - R4MPATPL RIGHT FOR RELOCATION CURB AND TE TURED EDGE OF REALIGNMENT,SEE FS 1\36 _ FS 137628 !� OWNERSHIP CONCRETE EXISTING NOTE BELOW* \� - """""""""- TC 7375 a TC 1376.54 _ ___ PL f- ------- --------- PAVEMENT •" _ .13,Hp FS 1376.04 TC 13 549 TC 137572 aE ___-_-_---_ DSEESHT4FORRIVE THROUGH „ +-__-- �-- --_-- FS 737513 - °FS 137,..251 FS 1374 TC 26- _-_ --FS 13 4.99' 2Y -- ----------------- I ENTRANCE -___�---__- Yoa TC 1375.63 r TC 1375, i TW(1374.99J) EL 1372.00 I ��_ ____I• { - 4 TG 7374.85 LUMINARY g FS 1375 13 �' N •TC 1375.63TC 137727 . I _ - ----- ----- FS 1375.13 . C 1375.72 DEMOANDREMOVE f FS 1376.77 TC 137706 ! I 1--- TC-1375.39= FS 7375?? -- EXISTINGASPHALT -. EXIST SEWER * ----- -�- FS 137575 1 SEERIGH C" FS 137656 -FS 1,974'8!T ONED. TC 137722 ' ; I SEE RIGHT REMOVE LUM/NAR .SEE FS 1375.74 EXIST.SEWER TO g -__ ' � TW(1374.38) SECTION NI SBEAB rr� RIGHT FOR RELOCATION +1 FS 137575 - - _ // PROPOSED SEWER SEE BHT 4 FOR FS 1375,72 Y SAME ------- ___ __ -�-_____ e I i OWNERSHIP ------ ------\DEMO ' LATERAL ADA RAMP DETAIL •�,o '� PROPOSED 2" H- ASPHALTSAW-CUTL/NE , WATERSERVICE 1 r EXISL STORMORA/N FF 137576 HP TC 137575L_ _ -___ I FS 1374.47 1 TC 1376.08 PL PROPOSED WATER�1 TOBEREMOVED PAD 7375 09 AND R MOVE CURB. REALIGNMENT,SEE _EXIST.WA TO TC 1375.07 TC 137562 2.00% F3 1374.74 /'P TC 737590 SEE IMPROV MENTPLAN NOTE BELOW* TC 13`624 BEABANDONED* TC 1374.85 FS 1374.37 ?% � TW 137285 1 FS 1374.35 FS 1374.35 FS 7374.96 /Tyy(7372.99) " NO.17-046* FL 13;574 FS 7375.11 FOR DISP SITION OF FH TC 7376 47 TC 1374.53 TC 1375,21 FS 137599 ------ I FS 1374,23 iD MO AND TG 1374.03 SECTION B i R MOVE CURB FTC S 1374.90 SEE RIGHT EL 1369.00 TC 1376.49 i;O° _ _Y DEMO AND REMOVE ii , I i FS 137699 TC 1374.13= - ? ZRETALNING WALL �� A°�° _ FS 1374.33� I TC 137566 \% / L==� O TW(1371.67) TC 1376.57 �� ___-- ----_ FS 1375.07 TC 137536 �\'. l79% \ �N i 7_70% FS 1374.59 )�_ FS 1374.72 _ _ __ L -- -_ _ _ -_- NT ___- _------ _ TC 1375.22 / FG 1371.54 - TW 1374,09 FS 1374.72 /E 1371.54 NTS --- SG 7367.79 IF 1368.76 - A27 - --- �' ----- ----- ----_----� PROPOSED TREE WELL SEE ABOVE RIGHT 'S �1A0' TW1374.79 �;,TINXIST STORM WATER FOR TRANSITIONTF 1368,76 SECTIONA 1374. TF 136676 �� SECTION"B" TREATMENTBASIN DETAIL SEESHEE74 SEESHEET4AND5 TW 1374.09 PROPOSEDSTORMTW 1374.09 /NG WALL 1.50 MIN. TF 1367.79 DRAIN REALIGNMENT. TF 1367.79 4"AC ON RAIL ROAD CANYON ROAD SEESHEET3. 8"CL 2 PROPOSED AGG. BASE BlO-RETENTION 1.0'M/N BASIN EX AC SAWCUT ~@ 2% & '=o�T DEMOLITION PLAN BAS: LINE CAUTION: . ' y TEXTURED CONCRETE SIDEWALK 680 SF THE DATUM FOR THIS GRADING PLAN IS I RA IL ROAD CAN YON ROAD . A DATUM FOR THIS GRADING PLAN IS IN ASPHALT PAVEMENT 7,450 SF PROP ERROR.ALL ELEVATION SHOWNARE EXISTING A.C. PAVING C&G 6"CURB,PRIVATE ON5/TE. 637 LF LOW BYEXACTLY 100 FEEL ADD 100 AND SUBGRADE REMOVED FEET TO ALL ELEVA TIONS SHOWN. DURING DEMOLITION 0 10 20 40 60 M.U.RETAINING WALL 168 SF OPERATION. SEE LEFT SCALE: 1" = 20' TYPICAL CURB& GUTTER PLACEMENT NTS CAUTION: tio�, FINISH GRADING PLAN THE SURVEYED TOPOGRAPHY USED AS -'Ty -- - - ----- *NOTE: A DATUM FOR THIS GRADING PLAN/S/N . FOR SEWER AND WATER REALIGNMENT ERROR ALL ELEVATION SHOWNARE , AND FACILITY DISPOSITION SEE EVMWD LOW BY EXACTLY 100 FEET.ADD f00 IMPROVEMENT PLANS WORK ORDER NO. FEET TO ALL ELEVATIONS SHOWN. 17-0460PDEP MODIFICATION OF EVMWD 0 10 20 40 60 FACIL/TIESNOTPERMITTED WITH GRADING PERMIT.CONTACT EVMWD. SCALE: 1" = 20' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: L❑ CITY OFLAKE EL-SIN❑RE SHEET 2 MARK REVISIONS A P P R, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND r Florez Engineering, Inc. ROFESS/ STATE LAWS AND A PERMIT MAY BE ISSUED Fi -60 Engineering&Planning- J 11440 WEST BERNARDO COURT 5-157 �4i���?�\5 FGP��y PRECISE GRADING PLAN SAN DIEGO, CA 92127 m O y BENCH MARK1 5 TMAaQ 19 I�2 (858)229-2493 No.32391 Z m SCALE: FOR: OF SHEETS K EXP.12/31/18 TWO TENANT E-14-70,PER CITY OF LAKE ELS/NOREAS-BUILT BRAD FAGRELL, RC o, 43920 DATE + + FILE No, CITY ENGINEER GRADING PLAN FOR CANYON HILLS COMMERCIAL BUILDING CITY OF LAKE ELSINORE �/ q��ICAUf0�P DATEI MARKETPLACE PA3 TRACT30496,FILE NO.735. APN 363-Z1O-OZ1 ENG 20 1 7-0 0425 DENNIS FURMA .E. ATE ELEVATION=1400.87 FEET NA VD 29 DATUM J6 SPLASH PAN TW 1376.43 FL SHOWN ON TF1373.43 DEPRESSED CURB PLANS MIT.793TE 114?.44' Z00'Lf B"PVC ----------------- - FL 137570 PL 14 SLOPE=9734% f-------- @ N 28°00'03"E �0 13.13' $ $ CONNECT TO EXISTING ,o 24"PVC SD. �' CUTW 8"X 24"-45°WYE - i PLANTERS 24"IE(136505) �- �I 4.30'SO.TYP h 8"lE 1365.35 /5 -------------- ' WALL DIMENSIONS MAYBE ADJUSTED TO ACCOMMODATE _ _ - a- STRIP X PA KING 4A ----° ` -------- 13 13'� - MU BLOCK DIMENSION. 7 STALL 8 @ 8 6'EA. 7 3 �----"-- - . MUM SURFACE AREA/S 277 4 50' 7 277 ' SF 48'CURB DEPRESSION DEPRESSED CURB ! y FL SHOWN ON PLANS ° ro ro AND SPILLWAY. I I R/GHT /8"X18"GR4TED , L=6.28' DROP INLET 2 STRIP EX PARKING 2 R=200' 18 SEEABOVE 7G 1374.65 _ STALLS 8 @ 8.86'EA. =1 B0°00'00 R/GHT FOR SD-A' 4A I I I �. -� W AND BMP SITE ------ lE 7371.97 L=10.94' L=3.f L=3.13' L=f0.94' N27°53'57"E R=3.48' R=2.00 P-2.00' R=3.48' �^ DETAIL. ° .. d-180°13 1�" 4AA W\ d=89°2943" 7d=89°4T d=180°07'26" - SEE SHEET 4 TYPICAL BMPFOR PLAN:STORM DRAIN'A'PLAN tiO SPILL WAY 560-C-3250 CONCRETE L=3.iq' BAND GUT 7 7 R 2.00' 5 FUNCTIONAL 4A - SCALE:1"=10' '7 INSTALL B"-45.00°WYE WITH EA' R=200' L 30200 4A d-90°OOOO;i 6 METRIC'S 1 N27°53'S7"E N27°5337"E TYPICAL SPILL WAY �/�7��_8'X6'REDUCERAND TYPE A' 4=90°00'00" .I �� �-18 0 5 10 20 30 J.iiJi�CLEANOUT OFFEND. 11 8 I 11 - N.T.S. SEE SHEE T4F OR C O DETA I .:_-7 - _8, -_ .. 8 7 9 •.� SCALE: 1" = 10' STRIPPED -. _--- - 11 7 N 27°5357"E CROSS/NG W g ° ° 4 m '•°�oN ._� ry N27° f_ -_________--______� of ^m 8STALLS@9'EA. !v^ _-- ^Yv w 2 7. N LOCATION PER I m FILE E NOORM O 35I AND EVMWD DWG.CITY 1113 I I I 1 ti� 2 2 : (APPROX).LOCA TION SHOULD BE FIELD ° �EPROTE'ITTE'WPLA'NE� O �-- 5.4 72,°p 18.00, 6.76' !_ ;R=2.00' LOCA TED PRIOR TO DESIGN AND _ N275357"E 2.50' 2.50 L=11' . - 90°00°°" CONSTRUCTION R=3.3B' $ L=3.21'R=200' 4A 2&3 4A d=iAn°0'o" ° -. 7°5337"E d=91°49'42" 9 12� d=50°04'S6" STORM DRAIN REALIGNMENT g i100' 8U.06' ?'N27°53_'S7"E g SEEPROFILEBELOW .. 27�'- TING SEWER PER 2L II 9 18.00' .06' I L4=89'40'°4"00 EVMWDIPLAN 4772 R EXISTING STORMORA/NT B -__ R=3200' II I' f0.3T 8 7 5=49°55'56" j ft8'PRECAST FIL TERRA OR EQUAL BEABANDONEp/N PLACE f0+74.14 CL 24"PVC SD INLET TREE WELL SYSTEM INSTALL 2250°ELBOW "e 11+06.57 CL EX/STING MANHOLE,RCFC&WCD MH215 8 7 pp SEE DETAIL SHT5. 2X TED 78"GRA SEE NOTE#1 1 SEE GUTTER TRANS BELOW. IV 27°5357" .S:. i.. .. -.o. .. 7 - ____--_-_________ n lE 137165 WY DROP INLET f0+6294 CL 24"SD 7 I ;o °$ lE 1371.83'- `i I 10+0000 CL EXISTING INSTALL 24"X8" E W w. 97.3 / a ii I MANHOLE,RFC&WCD MH215 I�00 SEE NOTE#1 / 1 2729 LF 8"PVC i 11+02.88 CL 24"PVC SO 2 $ n m. i� SLOPE 2685'-24"PVC PVC INSTALL 2250°ELBOW L=23.56' L=23.56' :i p4" E $ c .2 4' @ N 62°06'03'W N 27°54'37"E 4'' i SEE NOTE#2.. R=15.00' R=1500' �_____� `.. @ 2B1 Zg'5" y � h A d=90°00'00" 4=90°00'00" =o �-- O N 5' 8X8'45°WYE WITH / m 4 6 L=28.28' L=28.27' o TYPE A'C.O OFFEND 10'� 11.20'-24"PVC R=18.00' R=18.00' SEE SHEET 4 FOR TYPICAL @ N 27°5437"E N27°53'57"� R=2.00' qA - CONNECT TO EXISTING -------------------- ---_------- 8 6=89°59'04' a 17 n 1 8 24"PVC SD. 8 'L__� •°� •° CUTlN B"X 24"-45°WYE 15.67 LF 8' VC 12.67LF8"PVCPIPE N 27°5357"E N 27°53'S7"E 7 ( E 1,71 54 @ END 7154 m ry 8"IE 1368,64 1 @ N 62°06'03"W N 62°O6'03"W $`- ------' 98.12'--- N 27°53S7"E_ ��// PL �0* OVERFLOW RISER 19 SEE SHEET 5 PL 6 - 83.57, '-' 6 TOP 1371.67 FOR TREEBMPFUNCTONAL nr1�ss ELL6 � 6 AWX/ 3 4.11 PL PLAN:STORM DRAIN PLAN METRIC'S 8.00' SCALE:1-10' 18 SEE SHEET 4 FOR TYPICAL BMP _O m Ili CURB METRICS FUNCTIONAL METRIC'S �- W 3 N h 2 NO. BEAR/NGiDELTA RADIUS LENGTH m� Q ! I A 90°0000" 500' 7.85' ~ PL B 90°00'QO" 200' 3.74' K aL "� yC 90,00'00, 8.00' 257' U_, ~ U� fS2 vD 90°2836" SOO, 1263' WUmy ti4 1380 � � � hry�r$ v�� o ^ ,E 180°00'00' 2.71' 8.52' J m k W UJ . iQ` EX SURFACE ^`^ a Z ` o• W{ 1380 S �� m� k2 e m h o2W ^yam vUi�w ^`°v ii EXISTING *m Q O RET.WALL F 89°5939" 2.50' 3.93' i 80170M TO BE FLAT i G 90°10'59" 2.50' 3.93 0 1370 __ _.__ .. _.__- _ __.__-. 1370 X GUTTER ---_1 TRANSITION 6'STANDARD f0"5'GUTTER EXIST 24'PVC SO O HORIZONTAL CONTROL OPENING TRANSITION 1360 WITH GPFI E735 -- -24P C 225111 -143✓F 24Pi _-_--1 CURB HIGHT B.65Lt WITH 6"INLET J 360 ��ti CAUTION: GUTTER DETAIL 10+00 10.50 11+00 11.50 . THE SUR VE YED TOPOGRA PH Y USED A S SCALE.1"=5' PROFILE:STORM DRAIN REALIGNMENT NOTE A DATUM FOR THIS GRADING PLAN/S/N SCALE: 1-10' 1. CONTRACTOR/S CAUTIONED THAT AS-BU/LT PLANS OF THE STORM DRAIN DO 0 10 20 40 60 ERROR.ALL ELEVATION SHOWNARE NOT ILL USTRA TE THE STORM DRAIN MANHOLE STRUCTURESAS SHOWN IN THE LOW BY EXACTLY 100 FEET ADD 100 RIVERSIDE STANDARD DRAWINGS NOTED.THEREFORE STORM DRAIN MAY NOT FEET TO ALL ELEVATIONS SHOWN BE LOCATED AS SHOWN. SCALE: 1" = 20' 2. CUT EX/STING 24"PVC P/PE.CLEAN AND PREPAREAND INSTALL 22.50°BELL ENDS ELBOW. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED B` i MARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �pFESS/r'� Florez Engineering, Inc. Q CITY OF LAKE ELSIN❑RE SHEET 3 STATE LAWS AND A PERMIT MAY BE ISSUED EU -Civil Engineering&Planning- 11440 WEST BERNARDO COURT S-157 o``� Py i� PRECISE GRADING PLAN SAN DlEGO, CA 91117 No.32391 z z BENCH MARK: 5 _1 "I (85BJ 219-2493 EXP. 12/J1/1B FOR: OF SHEETS SCALE • • E-14-70,PER CITY OF LAKE TWO TENANT BRAD FAGRELL, RC No. 43920 DATE J'p �Q- FILE No. CITY ENGINEER 9�, IVI O�y2 GRADING PLAN FOR3TRAC 30496,HILLS COMMERCIAL BUILDING CITY OF LAKE ELSINORE /� CAI\F DATEi MARKETPLACE PA3 TRACT 30496,FlLENO.735. ENG 2017-00425 O IS FURMAN P. ATE ELEVATION=1400.87 FEET NA VD 29 DATUM APN 363-210-021 TC 1378,31 TC 137.85 3"SHREDDED 8"STORM FS 1377,81 +FS .87 - HARDWOOD DRAIN FS 137735 6.87 MULCH OUTFACETC 1378.07 �-a�-TC 1378.29 n- TEMPORARY 100 YR FS 1377,57 Eaoe a F°atFq CAPPED GRAVEL ENERGY POND/NG DEPTH 1'TC 1378.39 TC 137785 TC 137743FS 1377.89 TC 1378.06 FS 1377.35 FS 1376.93FS 137685 2.P. PORTFS 1377.56 /2 .Pmagzw Pet IN•loan>uRb RISER TRACT R41E ee,roem eae°nwga RISER STRUCTURE FOR EMERGENCY OVERFLOW.ATRIUM TC 1378.13 D"O'wPuonar DapCOVER.EL 1373.39 FS 1377.63 TC 1377.92 N-s'-a• N-y'-a' FILTRATIONAND FS 137742 1.85STORAGE LAYER. SUB-DRAINOUTLET TC 1378.35 TC 137811 7 77 /a tame z SOIL MED/A,SEE CUTINTOANDBOND z' SPECIFICATIONSFS 137785 FS 137767 TC 7377.9f H total E BELOW TO PVC RISER EL 1371.54FS 1377417,38 QINSUREDIRECTION .88 OFORA/NAGf zIMPERMEABLE LINING ONINSURED/RECTIONBare S/DES AND BOTTOM. 749" 45OFDRA/NAGE EL 1368.76 4 (TO ,2"0 2.5 5 10 20 r .S. EL 1367796MINDETAIL:PLANTERS eon y-G H TYPICAL SECTION. }-aSCALE: 1" = 5• , TYPEA CLEANOUT ELEVA710N K°risanml-1,e°t aI- NETWORK STORAGE LAYER 6"M/N.CONCRETE TYPICAL SECTION 3/4"CRUSHED ROCK 4"PERFORATED er 3'-e SUB-DRAIN Y L CAM"SOIL 1378 f0 1 "("141) a�-4•DI 3'-a� WITH NO MOAMENDED RE THAN 5%CLA L LA YER SHALLBCONTENTM THE MIX SHALLOCONTAIN 50-60%l X �F'P TC FL 137760 - __ T(a,Ia) o'-to' o'-a. SAND,20-30%COMPOST OR HARDWOOD MULCH,AND 20-30%TOPSOIL. I -_________________________-_ _____-__ -_______-_ ________________________________ w(moo) a'-o' y._o. 1376.52 FS 137642 /1018' TYPICAL BlO-FILTRATION BASIN TC 1378.05 L32% FS 1376.37 QB°o pe a• - FL 137755 TC 1376.88 TC 1376.78 ®aen /seta' 1.41% �� o 0 0 ____e_ FS 1376.50 v ° sM2•ea• !PI°g n.e loos elopl°9 II»Mae PR( IVATE) 300% 1.28S FS 1376.50 vi 1.30% v _�__._.____-----_ ©Ban m. /ae16' /BOI B- /ae,a' NTS TC 1377.9E p'° �------ TC 137650 K(mm) r-o• o'-e• r-o• o'-e• FL 137748 ! �` TC 1378.00 TC 137700 TC 1376.87 TC=FS 1376.68 FS 137600_ Toe Preee. zTao Pee tgao Pee noo Pee taw Per FL 137749 TC=FS 137799 TC=fS 1377.15 FS 1376.50 �1 _ 137650 TC=FS 1376.B4 _ .25 NOTES: GUTTER SLOPE �7N a 794 -L-- 6.86% ° c FOR ADDITIONAL NOTESAND DETAILS SEERBO RETAINING WALLS PAGE BUILDING WALL ALL BLOCK CELLS WITH SLOPE ' " _ -. _.:._-.-_ pl° a°� ^ Tom' '%'s� 2. FILSTANDARD H2O LOADED RETAINING WALL s%GUTTER g 8 g N 050,TRANS Q Z9 78% RETAINING WALLSTANDARD H20 OAD/NG 72'WIDE DRIVE GUTTER SLOPE ____ TO 1376,97 --- MAX H=5.33' 6.59' TC=FS 1377.10 78P• FS 1376.50 6.00' TC=FS 1376.B0 8,g NTS THROUGH LANE. TC=FS 1377.94 TC 1376,46 SEE DETA/NLEFT TC 1377.94 - ° TC 1376.86 C- FS 1376.00 TC 7376.06 TC 137627 RR CANYON FL 1377.44 aE FS 1376.50 0 I4 FS 3.56 FS 137577 a�7j ROAD13 n 4 STANDARD TYPE 1VER SIDE TC137588 4.90% 260 ROTA/N/NG WALLFS RI 137..38 1 O S' Q a SAME OWNERSHIP W/6"TOE 0 2.5 s o 20 DETAIL:ADA ISLAND RAMPS �� �� 7 00 �' �Tc' 375.34 FS 137539 - - FS 1374.78 FS 1374.30 - yR 375.34 - --\ ,- SCALE: 1" = 5 . .. OFL 7784 . J B"PRIVATE STORM . o FS 131.30 DRAIN INLET PIPE 76.34 ° TC 1 FS 13755.27 3r00 t� v o P.` �FS 1374.23 �1 V ��,;�i a H2O LOADING. FL 13773? 291% p 4.90% o 800% ` --,,, TC 1375,69 i `IFS 1374,23 FS 1375.19 FS 1375.36 FS 1374.75- -- _ I TO137564fFS1374.00 SECTION eA"BIOFILTRADON BASINS INLET PC FS 137514EXIST R ACCESSIBLE FS 137400 ROUTE ; DETAIL:ADA RAMP EAST PL Qp 2•AC PAVEMENT 2'AC PAVEMENT RNISH GRADE �AS FIN! GRADE w AS LIP 375,122 0 2.5 5 10 20 i1P°R� n� � .�111}. Dr AGENcr �?}. ar ACENI.'v FL 7375 72-N\\ --"FL 1376.85 1�o '42 TC 1377.45 TC 1376,84 TC 1375.63 _ SCALE: 1" = 5• -- FS 1376.95 FS 1376.34 FL 7375 Z35%LlP 1376.86 0. % 0 - 13a° v -- -----i TC 137 TC 137566 566 FS 137513 TC 1377.50 TC 1375.63 TC 1375.66 FS 1375.63 TC 1375.61 TC 137727 i FS 7375.13 TC 137565 FL 1376.77. FS 1377.00 TC 1375.63 ` TC 737740 FL 7375.13 NCI° FS 137513 FS 137513 1 FS f37513 FS 1376.90 ■ TC 137516 TC 1375.90 TC 1375.51 O ICI FS 7375.13 R�Q FS 1375.40 FL 137501 0 0 0.00% FS 137513 0� 0.00% 0.00% 745%- vo � `v � � v o a' FS 13752E ,aE ae ^�o �1 'FS 1375,26 °�� �� TYPE A TYPE B END OF INLINE INLINE FS 137576 FS 137576 ^b� a FS 137576 FS 137576 STORM DRAIN STORM DRAIN CLEANOUT CLEANOUT DETAIL.DRIVE THROUGH ENTRANCE ti 12"CI CLEANOUT BOX COVER MARKED 5 45'ELBOW PVT.STORMDRAIN. 6 3/4"CRUSHED ROCK PIPE BEDDING 0 2.5 5 10 20 8 3/4"CRUSHED ROCK.VWE 2 CONCRETE RING 3 12"PVC,C-900.15"LONG(CLEANOUT g STANDARD WYE BRANCH DETAIL:ADA PARKING RAMP tiQ BOX) 0 INSTALL PLUG AND CONCRETE LUG - /4YT ® SIZE.REWIRED LENGTH PVC PIPE SCALE: 1" = 5' ti 2.5 5 10 20 ., ' STORM DRAIN CLEAN OUT NO SCALE MARK REVISI❑NS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED B� FESSI 3 CITY OF LAKE ELSINORE SHEET 4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY ANDEngineering, RO F Florez lInc. P ON STATE LAWS AND A PERMIT MAY BE ISSUED �J Civil EngineeringB Flananning- <^ 11440 WEST BERNARDO COURT S-157 1� '���, PRECISE GRADING PLAN S4N DlEGO, CA 92127 " yz z BENCH MARKt FOR: OF 5 N0.3231/ m r I 4 � I (85BJ 229-249J C EXP.12/31/18 SCALE: SHEETS _� •s C E-14-70,PER CITY OF LAKE ELSINORE AS-BUILT TWO TENANT FILE No. BRAD FAGRELL, RCE 43920 DATE J 7 / T9 IVI� ��� GRADING PLAN FOR CANYON HILLS COMMERCIAL BUILDING CITY ENGINEER !il_. - /� ��CAL\FO MARKETPLACE PA3 TRACT 30496,FILE NO.735. ENG 20 1 7-0 0425 CITY OF LAKE ELSINORE DENNIS FURMAN P.E DAT DATE ELEVATION=1400.87 FEET NA VD 29 DATUM APN 363-210-021 I Zi EROSION CONTROL NOTES EROSION CONTROL PLAN FOR EROSION CONTROL LEGEND: ITEM _STD. DWG. QUANTITY SYMBOL i. All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance Nos.529,772,1237 TWO TENANT COMMERCIAL BUILDING _. 1004,construction site Best Management Practices(SMP's),and standards outlined within the Lake Elsinore Design Manual FIBER ROLLS SE-2 440 LF 2 The developer/contractor is responsible for any discharges by subcontractors. APN 363-210-021 GRAVEL BAGS SE-6,SEA Kpp��pN 3. In case ofemergency,call (responsible person)at (24-hour phone number). I INLET/OUTLET SILT DAM SEA,SE-8 SEA 4. Devices to reduce erosion damage shall not be placed moved or modified without the approve/of the Qualified SWPPP Developer,City Engineer,or m an emergency,by the person responsible for grading operations. 5 Areas that are cleared and graded shall be limited to only the portion of the site that is necessary for construction /r - SLOPE STABILIZATION-MATS/BLANKETS OR B.F.M. 1483 SF +++++++++ The construction site shall be managed to minimize the exposure time of disturbed soil areas through phasing and I <J +++++++++ scheduling otgrading and the use of temporary and permanent soil stabilization. SWALE/DIRECTION OF 6. Once disturbed,graded slopes exceedmg a 3.1 ratio and/or ten(10)feet in height(temporary or permanent)shall r be stabilized ifthey will not be worked within 7 days.During the storm season,all slopes shall be stabilized 24 I hours prior to a predicted storm event.Construction sites shall be revegetated as eany as feasible after soil disturbance and within 7-days otcompletion. _ STABLLZED CONSTRUCTION ENTRANCE TR-1 360 SF 7 Fi/l sopes at the tract perimetermust drain away from the top ofthe slope at the conclusion ofeach working day. _ \ �- OFFSITE SEDIMENT SWEEPING SE-7 8. The contractor shell be responsible and have signs posted on the site to wain against public trespass into areas � where water is impounded. _------------------- -_—_.—------------------------------ MATERIAL DELIVERY&STORAGE.' WM-i WM-1 -- . 9. Dust shall be controlled by watering or other methods approved by the City Engineer - - - _ CONCRETE WASTE MANAGEMENT. WM-8 WM_8 10.Placement ofdevices to reduce erosion damage within the development shall be shown on the approved plan. - _ SANITARY WASTE MANAGEMENT' WM-9 11.DesiPong facilities at all drainage inlets for the graded site shall be designed for a twenty-five(15)year,six(6)hour III`'` � T - SOLID WASTE MANAGEMENT WM-5 WM-5 storm intensity,They must be detailed on the plans.Design and specific recommendations shall be submitted for I I ' I I r �' HAZARDOUS WASTE MANAGEMENT WM-6 WM-6 the following: a)Desilting basin volume based on gradient and nature ofsoi/s areas . JJf b)The extent of all graded and identification of any temporary soil stabilization measures. c)Size ofdesil6ng basin outlet pipe and overflow _. PRECAST FlL TERRA d)Dike requirements Show minimum wall width,slope o(wal/s,percent compaction,etc. QQ -- -$' ' e)Outlet conditions from the desilting basin shall not exceed downstream limitations,with the exception of l overflow,which is to be designed to provide capacity of 1.5 times the maximum design flow ➢➢ 12,Necessary materials shall be available on-site and at convenient locations to facilitate rapid construction of 6.00' 6.00' 8' temporary devices or to repair any damaged erosion control measures when a 50%chance orgreater of rain within ' -- �_- -----� ----' --"- -- - ---- a 48 hour penod is forecast for Lake E/slnore by the National Oceanic and Atmospheric Agency(NOAA). - I - -- - 6.00' NO DUMPING PLACARD, 13,BMP's shall be maintained and inspected daily to minimize and/or prevent the entrainment ofsoil in runoNtrom disturbed soil areas on Construction Sites.All removable protective erosion control devices shown shall be in place ------_-----I at the end ofeach working day when the four(4)day rain probability forecast exceeds forty percent(40%). I TREE GRATE & FRAME• FRAME CAST MONOLITHIC 14.ARera rainstorm,allprojectgenerated silt and debris shall be removed from check berms,onsitepublicdrainsand INTO TOP SECTION. STANDARD 72.00' �sO�p��o CURB INLET OPENING pipes,drains and pipes of adjacent properties and desilting basins and the basins pumped dry.Any graded slope o �� � BMP's damaged during a rainstorm shall also be immediately repaired.Failure to provide effective maintenance may result in pane/ties 15. Discharging of contaminated soils via surface erosion is prohibitedQ0�pQO 16. Construction access points shallbe stabilized with a combination ofrock and shakerplatesyear-round to prevent WM 8'PVC BYPASS OUTLET V DIA. BY-PASS RISER ACCESS COVER. track-out Routine street seeping shall be penbrmed on all paved streets where tracking is observed Vacuum WM_ A �� A 0 sweepers shall be used when street sweeping becomes ineffective. I.I WM- 50 / L—L O I'TO 3"COARSE AGGREGATE 1 ° J 6.00' i B"BYPASS PIPE CGNNECTES TO 12' 8"MIN. �•.�, /„_.: ?- 6"SUB-DRAIN PLAN VIEW BY-PASS RISER. 7PROFILE ! _- _ _ _ .. `J T 6X8'PRECAST FIL TERRA EXISDNG GROUND 0 PUBLIC RIG T-OF-WAY -- - - - -- - � -- -- �- -- N27'SrSTE /kIAO' mow•. AQ4Y42225 a as a BY-PASS RISER ACCESS 30 MIN. TREE/PLANT AS REQUIRE S,,,C,F 7- PLAN TO BE INSTALLED AT ACTIVATION. aaCr qq` V DIA• BY-PASS RISER ADD SHAKER PLATES AS NECESSARY PROVIDE APPROPRIATE TRANSITION BETa j 9 P BETWEEN STABILIZED CONSTRUCTION G,p ENTRANCE AND PUBLIC RIGHT-OF- WAY O \ TREE GRATE & FRAME. STANDARD 72.00, STABILIZED CONSTRUCTION ENTRANCE �TS FRAME CAST MONOLITHIC CURB INLET OPENING NO SCALE .fL�,NO CONTROL PLAN INTO TOP SECTION i r I i PER CALTRANS BMP FACT SHEET TC-01 -V S y 1 0 10 20 40 60 8.00 10' �x GUTTER FLOW LINE 18.00' P y NOTE: TOP SECTION INSTALL FIBER ROLL - y oI ALONG A LEVEL CONTOUR. SCALE: 1" - 20' •. y INVERT TO TOP T&G JOINT. y 4.17' C50.00'1 '' ` .Y 32.00' �^' BASE SECTION y y FIBER ROLLS P FIBER ROLL c 200 MM MIN X or SLOPE y .•,�' ,/' y-ASS ,. •r: 6.00 y 2 y ILL _ a PROVIDE 8' PVC BY-PASS OUTLET y y x FILTERRA FILTER MEDIA PROVIDED• VERTICAL SPACING MEASURED ALONG THE " SCH-40 PVC COUPLING PROVIDED. UNDERDRAIN STONE PROVIDED. FACE OF THE SLOPE y PROVIDE BEDDING. VARIES BETWEEN INSTALL A FIBER ROLL NEAR x b 19 MM X 6' DIA. PERFORATED SUB-DRAIN 2.4 M AND 6.0 M SLOPE WHERE IT TRANSITIONS m x WO 19M D STAKEs SECTIONA-A SYSTEM PROVIDED• PROVIDE 8' BY-PASS AREA DRAIN INLET y INTO A STEEPER SLOPE MAX 1.2 M SPACING 6X8'PRECAST FIL TERRA OUTLET NOT SHOWN IN BOX. SEDIMENT BARRIER (GRAVELBAGS) TYPICAL FIBER ROLL INSTALLATION ENTRENCHMENT DETAIL CURB DRAIN NIS NO SCALE N.T.S. N.T.S. APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY ❑ CITY OF LAKE ELSIN❑RE SHEET 5 MARK REVISIONS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �° Florez Engineering, Inc. QROFESS/ STATE LAWS AND A PERMIT MAY BE ISSUED 1144r0f WEST BERNARDO COURT S-157 PRECISE GRADING PLAN -AN DIEGO, CA 92127 ti o y�Z Z BENCH MARK, FOR: SHEETS OF 5 — (858)229-249J N0.32391 SCALE: Wa, E%P.12/31/18 TWO TENANT E-14-70,PER CITY OF LAKE ELSINOREAS-BUILT FILE No. BRAD FAGRELL, RCE DATE o• 43920 *� \c GRADING PLAN FOR CANYON HILLS COMMERCIAL BUILDING CITY ENGINEER 9�i IV F0 DATE, MARKETPLACE PA3 TRACT 30496,FILE NO.735. APN363-210-021 ENG20 1 7-00425 CITY OF LAKE ELSINORE O IS FURMAN ATE Gr CAU ELEVATION=1400.87 FEET NA VD 29 DA TUM Z�5