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HomeMy WebLinkAboutPGP_Elsinore Valley Cemetery_1026 PLAN GRADING NOTES OWNER/APPLICANT GRADING AND EROSION CONTROL PLA 1. ALL WORK SHALL BE DONE IN ACCORDANCE 'NTH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS ELSINORE VALLEY CEMETERY AND THE LATEST EDITION IN THE UNIFORM BUILDING NGDE PART J,CHAPTER F33. ELSINORE VALLEY CEMETERY DISTRICT 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE CONTACT: DIANNA RUSSELL ¢ ELSINORE,PRIOR TO ANY OPERATIONS. LAKECOLLIER AVENUE APN 377-050-070 ___ INTERSTATE 15 3. THE DEVELOPER A D/OR THE CONTT�ACTOR SHALL 0 FY ALL UTILITY COMPANIES LAKE ELSINORE, CA 92530 AND U.S.A.ALERT�1-800-422-4133)FORTY-EIGHT 7483 HOURS PRIOR TO GRADING. 951 674-2418 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY- REPRESENTATIVE/ENGINEER: MAP OF THE GREENWOOD CEMETERY, MB 141685 FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. COLLIER AVENUE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE VENTURA ENGINEERING, LLC IN THE CITY OF LAKE ELSINORE -- - � THE CITY ENGINEER. 27315 JEFFERSON AVE, STE J-229 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS 7EMECULA, CA. 92590 0 a> 53 OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. PHONE (951) 252-7632 w w3 U 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS FAX(951)346-5726 ( o z OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS. inw THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. LEGAL DESCRIPTION 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE ------ MODIFIED THREE(3)LAYER A.S.LM.D-1557-70 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR MAP OF THE GREENWOOD CEMETERY, MB 14/685 �- VICINITY MAP TO THE PLACING OF FILL RECORDS OF SAN DIEGO COUNTY, CALIFORNIA 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL NO SCALE PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. N NORTHBOTTND___-__-- 11. THAN 1G/{t2�DPERHFOOTB FOR SLOPED EMINII OF TrIREE F(3)FEET,hIEN,%(MINIMUMI ACCESSOR S PARCEL NUMBER ----- SITE ADDRESS ro fLOW LINE OF EARTH SWALE. 377-050-070 BOITPHBOUND 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL __ __- --- --- 18170 COLLIER AVENUE SLOPE IS LESS THAN TEN FEET(10') AND 2%IF CUT OR FILL IS GREATER THAN __--------'- - SHEET 90. 4 TEN FEET 10 DRAINAGE WALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED SHEET NO. 3 �'"-'-- LAKE ELSINORE, CA 92530 A MINIMU TWO FEET S(2)FROM THE TOP OF CUT OR FILL SLOPES. _ - 46-450'� r� - 13. PROVIDE 5' WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL -----"'T- SLOPES OVER 5'HIGH, EARTHWORK QUANTITIES - -- 11 PAVING NOTES 14. PROVIDE A BROW DITCH DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM CUT: 440 C.Y. FILL: 440 C.Y. --------- --------- !-- / �•� ` FLOWS ALONG THE TOP tSF CUT SLOPES. 1. MINIMUM DRIVEWAY GRADE SHALL BE 1%. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED THE QUANTITY SHOWN ABOVE IS FOR BONDING PURPOSES ONLY. SHRINKAGE, { �, �� I j 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50%. - 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING SUBSIDENSE AND SURFACELOSS FACTORS ARE NOT INCLUDED.THE CONTRACTOR __ 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS IS TO BUILD THE PROJECT PER PLAN AND BID PER THEIR OWN QUANTITY"FAKE OFF". 4 � �• •�' / PRIOR TO PLACEMENT OF PAVING. (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. `� 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN ' $$II 27 ��"� � _ 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION cLJ \r •. ` DAYS FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING AREA OF DISTURBANCE _. -.- --F I L- AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALTIC EMULSION SHALL DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. r I - CONFORM TO SECTION 37.39 AND 94 OF THE STANDARD SPECIFICATIONS. -- --- 18. THE SOILS ENGINEERING INVESTIGATION DATED NOV.AND THE PREPARED 8Y J 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY O •�- - - u EARTH STRATA INC. DATED NOV.20 20, 2009 REP AND THE ENGINEERING 90,200 SF - -- TRANSPORTATION DEPARTMENT FOR AN ENROACHMENT PERMIT FOR ALL WORK WITHIN GEOLOGIC INVESTIGATION DATED V.20,2009 PREPARED BY EARTH STRATA INC, h \ n THE RIGHT-OF-WAY.- SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. 6. ALL PAVING INSPECTIONS WILL BE PERFORMED BY SPECIAL INSPECTORS HIRED BY 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION o \, /_ THE OWNER. TWO INSPECTIONS ARE REQUIRED. INSPECTION #I: INSPECTION AT THE SOILS ENGINEER/GEOLOGIST - _ -� !l/ o COMPLETION OF THE BASE COURSE. INSPECTION �2: INSPECTION WHEN THE AC AND OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ', •� ELEVATION VATH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION CONCRETE ARE PLACED. WITH RESPE T TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE EARTH STRATA i I I '(` 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 26047 JEFFERSON AVENUE SUITE C / `-2 WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE COUNTY 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO MURRIETA, CA 92562 I EXIS G �•-- I ! SHALL BE INFORMED 48 HOURS PRIOR THE BEGINNING OF CONSTRUCTION AT TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. (951) 461-4028 o, (951)955-1800. 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY 8. A COMPACTION REPORT BY A GEOTECHNICAL ENGINEER SHALL CERTIFY THE BASE A SOILS ENGINEER TO THE BUILDIND AND ENGINEERING DEPARTMENTS FOR CUT AND S4� 7"W UNDER AC IS COMPACTED TO 95%RELATIVE DENSITY AND 90%RELATIVE DENSITY FILL SLOPES OVER THIRTY FEET(30)IN VERTICAL HEIGHT. ----- UNDER THE CONCRETE. THIS INCLUDES TRENCHES FOR UTILITIES UNDER THE PAVING 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. NOTICE TO CONTRACTOR __-- --- - --- ---_------- ---- --"-------- --- AREA. 9. IF A PRELIMINARY SOILS REPORT IS NOT PROVIDED SPECIFYING THE'PAVING 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE SECTION, THE STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. THIS PROJECT REQUIRES THE IMPLEMENTATION OF SWPPP'S AS MANDATED I f! ! ( I FOUR INCHES CLASS II AGGREGATE BASES. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO UNDER THE"NPDES"PROGRAM. A FULL TEXT OF THE COUNTY ADOPTED "NPDES" I 10. PRIOR TO PLACEMENT OF THE AC PAVEMENT OR CONCRETE, THE CONTRACTOR KEYED AND BENCHED,MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE PROGRAM REQUIREMENTS ARE AVAILABLE IN THE CURRENT EDITION OF SHALL PROVIDE A COPY OF THE SPECIAL INSPECTION REPORT#1 AND THE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ORDINANCE 457. COMPACTION TESTS TO THE.BUILDING AND SAFETY GRADING COUNTER FOR REVIEW A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE ,`.�. AND APPROVAL. BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY INDEX MAP 11. PRIOR TO REQUESTING A BUILDING FINAL INSPECTION, THE CONTRACTOR SHALL SUBSTRUCTURES. LEGEND PROVIDE A COPY OF SPECIAL INSPECTION REPORT-#2 TO THE BUILDING AND SAFETY B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, GRADING COUNTER FOR REVIEW AND APPROVAL. THE GRADING STAFF WILL CLEAR THE BENCHING AND FILLING OPERATIONS. CONDITIONS OF APPROVAL ALLOWING THE BUILDING FINAL INSPECTION. TC TOP OF CURB 200 0 100 200 400 800 C. DURING INSTALLATION 6 BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. FG FINISHED GRADE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING F.L. FLOW LINE - CONSTRUCTION. FS FINISH SURFACE 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANES TED)NTH ROSEA ICE PLANT OR 1" =200 RFC FEAPPROVED T(1R5)IN VERTICAL HEIGHTT,,INAADDITIION TOWELVE NGROUNdiC6VER,ON CENTER. PLANSLOTED WITHEP EDGE OF PAVEMENT GRAPHIC SCALE CONSTRUCTION NOTES AND QUANTITIES APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10' ON CENTERS; TREES AT TWENTY FEET(20' ON CENTER;COMBINATIONS FIFTEEN 2:1 SLOPE (UNLESS OTHERWISE NOTED) 1 CONSTRUCT 3°AC PAI9NC OR AS PER SOIL'S ENGINEERS 15COMMENOATION 78,717 S.F. FEET 115 ON CENTER.SLOPES OVER THREE FEET(')IN VERTICAL HEIGHT SHALL HAVE �1210)- EXISTING CONTOUR SHEET INDEX 2 CONSTRUCT 4"CL ll AB. OR AS PER SOIL'S ENGINEERS RECOMMENDATION 974 GY. PERM NE T IRRIGATION SYSTEMS WITH BACKFLOW PffEVENTION DEVICES PER U.B.C. CUT CONSTRUCT 8"TYPE A-6 CURB AND GUIZER PER RIV.CO.STD.200 2,,651 L.F. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE -- DAYLIGHT LINE SHEET NO. 1 TITLE SHEET USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. FILL 4 CONSTRUCT 6"TYPE D CURB PER RIV. CO.STD.204 3,238 L.F. 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED SHEET NO. 2 IMPROVEMENT AND GRADING PLAN 5 CONSTRUCT 24'WDE COMMERCIAL DRIVEWAY PER RIV.CO.STD.207A. 494 SF. DURING THE RAINY SEASON ND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. SHEET NO. 3 IMPROVEMENT AND GRADING PLAN 28 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. SHEET NO. 4 IMPROVEMENT AND GRADING PLAN 6 CONSTRUCT PEDESTRIAN RAMP PER DETAIL ON SHEET N0.2. 5£A 29• THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE ENGINEERS NOTE SHEET NO. 5 IMPROVEMENT AND GRADING PLAN 7 CONSTRUCT 3'WIDE RIBBON GUTTER PER DETAIL ON SHEET NO.3 757 LF. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. SHEET NO.- 6 EROSION CONTROL NOTES AND DETAILS CONSTRUCT CONCRETE OUTLET APRON PER DETAIL SHEET NO.4 221 S.F. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SHEET NO. 7 EROSION CONTROL PLAN OF GRADING OPERATION. _ CONS77tUCT PRIVATE DRAIN CURB OUTLET PER RIY.CO.STD.3T0. 2 FA. FOR JOB SITE CONDITIONS DURING THE COURSE-0F CONSTRUCTION OF THIS PROJECT. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL - INSTALL 4'D14.PVC PRIVATE OVERFLOW DRAIN 50 L.F. FOR ALL SLOPES IN EXCESS OF THREE(3T FEET VERTICAL HEIG14T WITHIN NINETY(90)DAYS APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 9 CONSTRICT GRASS LINED 810-SWALE PER WOMP SIDS AND DETAIL ON SHEET NO..3 537 LF. AFTER COMPLETION OF ROUGH GRADING hND SHALL BE IN ACCORDANCE WITH CITY OF LAKE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS I CONSTRUCT INRL7R477ON TRENCH PER WOMP STANDARDS&SEC17ONS ON SHEET NO.2&5 2 EA ELSINORE GRADING ORDINACE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE 1 CONSTRUCT 4"PORTLAND CEMENT CONCRETE WALK OVER 90%COMPACTED SOIL BROOM KNISH 5080 SF 33. ANY CONTRACTOR AND BE SOLELY MING RESPONSIBLE RK ON THIS FORPROJECT DAMAGE TO EXISTINGALL FAMILIARIZE STING FACILITIES OF WORK NE THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE w RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS; WHETHER OR NOT SUCH OF THE OWNER OR THE ENGINEER. a i REMOVE AND DISPOSE EXISTING CONCRETE WALKWAY 5100 SF FACILITIES ARE SHOWN ON THESE PLANS. 1 REMOVE AND DISPOSE EX157ING CONCRETE CURB 2980 LF 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN �ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. o 14 REMOVE AND DISPOSE EXIS77NG ASPHALT CONCRETE DRIVEWAY 80,600 SF PAD,PRIOR TO ROUGH GRADE APPROVAL THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT 10' 10' 10' 10' z I CONSTRUCT HTAT OUTLET DR41NAGE STRUCTURE PER RA( CO.STD.303 2 EA. 35. APPROXIMATE DATE OF: BEGINNING OPERATION: JUNE 1,2011 THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN 0 LIMITS OF GRADING LIMITS OF GRADING W COMPLETION: JUNE 30,2011 ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO 0 z x o g w 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL'NTH MAXIMUM DIMENSION GREATER THAN THESE LINES OR STRUCTURES. o�a THREE INCHES(3")WILL BE PLACED IN TILLS WITHIN ROADBED AREAS OR THREE FEET(3' rn ¢¢� OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS 4E 3 1 14 1`%_-MIN. 4 v�iw_ SzB4UND SPECIFICALLY APPROVED BY THE SOILS ENGINEER. w FINISH GRADE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN FINISHAD� INSPECTION BEFORE APPROVAL Underground Service Alert AND 13 2 13 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED @j 0% - BY THE BUILDING DEPARTMENT. Call: TOLL FREE 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM -800 - TYPICAL DRIVEWAY (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES _ NPDES WDID F 8 33W000027 DATE PERMIT ISSUED 7/21/10 227-2600 NO SCALE 39. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE //11� SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 'N TWO WORKING DAYS BEFORE YOU DIG 0 V 0 V y/11/1( WDID 8 33W000027 PREPARED BYE MARK REVISIONS A P P R, DATE THESE PLANS HAVE BEEN REVIEWED FOR APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CCI YI AND TH HE SEAL CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE VENTURA ENGINEERING, LLC 27315JEFFERSONAVE,STEJ-229 PHONE(951)252-7632 1 TEMECULA CA 92590 FAX(951)346-TM &D.WEN7M� GRADING AND EROSION CONTROL PLAN 1 No. 66532 SCALE: BENCH MARK, OF ELSINORE VALLEY CEMETERY 7 SHEETS eP T • Eq.6-3D-12 • RIVERSIDE COUNTY KEN A. SEUMALO, RCE No. 56915 DATE y BENCHMARK 3-it-70 AS SHOWN ON PLANS CIVIL MAP OF THE GREENWOOD CEMETERY,MB 14 685 FILE No. CITY ENGINEER p CITY OF LAKE ELSINORE WUREDD S.D.VENIURA RCE 66532 DP.6-30-12 DATE ff DATE- ELEVATION = 1342.56 TITLE SHEET CONS7RUC770N NOTES _ __ __ __ I -CONSTRUCT 3"AC PAVLNG OR AS PER SOILS ENGINEERS RECOMMENDATION r- 2 CONSTRUCT 4'CL lI AB OR AS PER SOILS ENGINEERS RECOMMENDATION I I I f I I I I 1 - I 1 1 I I I I I I f`_ I I 1 I I j-1 t_ I I I I I I I 11l( I I I I I 1 1 3 CONSTRUCT 6'TIP£A-6 CURB AND GUTTER PER RIV.CO.STD,200 I I 1 1 1 1 I I I I I r -� -.1-- -�I I I 1 I I I I I I I I I I I I P v I Q_„I L-J 1 1 1 I I I I SAME 4 CONSTRUCT 6'TIRE D CURB PER Rh. CO.STD.204 I 1 I I I I L-- 1 "I Sd� E I I 11 1-1 1`Irs a p I I I I I I I J I I I I r—�I I I I I I — I I I 1 { �� tii I T I I I i I ❑WNERSHIP 5 CONSTRUCT 24'WIDE COMMERCIAL DRIVEWAY PER RIV.CO.STD.207A I I 1 1 I I I I I . I I I I i L— I I 11 I ❑ NERISHI I I I o 6 CONSTRUCT REOESTRMN RAMP PER DETAIL HEREON I I I I 11 I I 1 1 1 1 I I I I I j I I I I I I I I I I I I 1 1 I I I I `'•2 j QI I I 1 1 I I i t I I J E I I I I -J�_ I I j l I I 11 1 1 1 1 I I J�- 13-1 7 CONSTRUCT 3'WOE RIBBON GUTTER PER DETAIL SHEET NO.3 1 I I I I _ I CONSTRUCT CONCRETE OUTLET APRON PER DETAIL SHEET NO. 4. I—J KI I I L1 I-----J -- _pgpp��T{�UIJEIJ I� LI I I LI I I I 1 8 CONSTRUCT PRIVATE DRAIN CURB OUILET PER RN.CO.STD.3f0. - - S42593JW 649.00' W FLOW 8 INSTALL 4"DW.PVC PRIVATE OVERROW GRAIN �.�.� _•,,,, w I 9 CONSTRUCT CRASS LINED BIO-SWAGE PER WQMP SIDS&PER SHEET N0.3 10 CONSTRUCT INRITTLITION TRENCH PER WUMP STANDARDS&PER SECTION HEREON 11 CONSTRUCT 4'PORR AND CEMENT CONCRETE WALK OVER 90%COMPACTED SOIL,BROOM FINISH 12 REMOVE AND DISPOSE EXISTING CONCRETE WALKWAY I .�"o I 10.1 21p.I 1 REMOVE AND DISPOSE EXlSRNG CONCRETE CURB 14 REMOVE AND DISPOSE EXISTING ASPHALT CONCRETE DRIVEWAY ee 15 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RN.CO.STD.303 I I I 14 4 Q .o% 4' B� B-B 3/4' 1f4''i, •� 12'WIOE GROOVED SURFACE SEE •is?" (I EX.CUR�B-*.,�����_ 4 DETAIL ABOVE, TYPICAL I I �� W v I A o"+ SURFACE OF RAMPS A TO BE SUP-RESISTANT ` 6 SLOPE OF RAMP NOT TO EXC&1:12 Fes, 1C CUR o q Cg 7 I I TRUNCATED DOMES SHALL ND THE ` 1 '� / 4': ice W=6,O• 4 fULL WIDTH AND DEPTH OF i E RAMP, SWAGE ®1$MlN ^� ,• x 9\ u SHOWN OH£�S£ ,+- ?J�p� �� i 11 /V 1 / 'h Now• � m � , �, � >' I ,„"�- NOMINAL AND A CENTER-TO-CENTER BASE SPACING .4 NOMINAL THE INCHES ICULAR I � 7 � / � H G .� — ---- 1.PROVIDE DETECTABLE WARNINGS-WHERE ACCESSIBLE PATH OF 7RAMEL CROSSES YETI PATHS DETECTABLE WARNINGS CONSISTS OF RAISED TRUNCATED DOMES WITH A DIAhI£�£R OF I I 's y 'x I OFRppES ` NOMINAL 0.9-INCH AT THE BASE TAPERING IQ 0.45 INCH AT THE TOP,A HEIGHT�IYIMIINAL ����►►►iii Q � / \moo �`� \\ MEE1�- �"' — —--- 2.ATTACH TRUNCATED DOMES PER MANUFACTURER REQUIREMENTS I I I qi L73 CUR t3 3 MATERIAL USED S84LL PROWDE 14SLAL CONTRAST, USE COLOR APPROVED BY CNY OF ELSINORE X R a \ ti W :•! : ,�... ,�' c/ N T-2 _O DETAIL-PEDESTRIAN RAMP , h x fiii o 0 C NO SCALE 43C8198� 1 � 33' OBS RVATION WELL GRASS BUFFER BOTH SIDES X I I I 1 x z 1 t / i� .off 75.20 TOP EL. TEE ®I I 4 2 / . 1 �d OUTLET P[Pq I I I ti� lO ( " �°W c 0 E® //Izz 4" SCREENED 12"THICK SMALL CRUSHED GRAVEL(1/4"TO J/4'IN,SI ) -�k `i o o x p1� ^4 OVERFLOW PIPE x ?I g Xj / 4W GRAVEL LAYER ( 1" TO 3" INCH IN SIZE NONWOVEN GEOTEXTILE MEMEBRANE mlN "� Flow / ALL SIDES TYP. 12" THICK SAND �m R 10% SECTION"A-A» I ( ;+ I -� 4 / INFILTRATION TRENCH N0.2 4 I I I � NO. SCALE 15.0' GRASS BUFFER BOTH SIDES 2 ++� SERVATION WE (-► A o ggeo + w ® o- � �cnxr d:• 0 $ o / 75.20 TOP EL. SZ ' o ci r i.- $ ll wx ..� � � 9 at400 � aF� x. 12"THICK SMALL CRUSHED GRAVEL(1/4"TO 3/4"IN ShiE) Nx V CL -4" SCREENED o GRAVEL LAYER OVER TO 3"LOW INCH IN SIZE I 1s+5 n I o o c '40 IPE x�- t1 c w ( ) BERM SITION t�'0 / - 00 / NONWOVEN GEOTEXTILE MEMEBRANE I I JOIN EX.AC BERM I[4u Sy%- ALL SIDES TYP. A 1 12" THICK SAND » fe �" beb 7Q84 4 1 7 U SECTION"I-I" � ::; INFILTRATION TRENCH N0.2 V" iq -EX.CURD 13 x `&^ I IX.WALKWAY TO BE REMOVE 12 �. 24' / r Mla / �/I v3• 3 -. 0% 14 0.2© Underground Service Alert I Fs L Q4 C.L.PROP,DWY 4 t, g 16'C& 3CB.OPN'G 3 W/16W' 7 0.50% 2.06% QI -vs`1L 1 1 Call: TOLL FREE I $I Q Q.C.+ 5 11 FLOW 1-800 20 0 10 20 40 80 w� 227-2600 ,,, _®1%MIN I a a ,� 13 fat �1 1" = 20' II n1 14 LF 4 11 14 F-4 mil•::: • i?,n I e TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE �1Qb V /p/ -SECT/ON -B SEE, SHEET NO. 4 SE §HEFT NOS 5 a WDID 8 33W000027 MARK REVISIONS A P P R, D A T E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND VENTURA ENGINEERING LL CITY of LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 1 pRCFE951 - 27315JEFFERSONAVE,STE J-229 PHONE(951)252-7632 2 TEMECULA,CA 0590 FAX(951)34"726 uxm0 S.R."WR ELSINORE VALLEY CEMETERY Q Of S erl N". ss3Oz SCALE: BENCH MARK: NAP OF THE GREENIIOOD CENETERY,NB 14/685 OF 7 SHEETS KEN A. SEUMALO, RICE No, 56915 DATE (,f, ��l E'� B 12 '� AS SHOWN ON PLANS IMPROVEMENT FILE No. GVL p CITY ENGINEER wp S.D.YFNIURR RCE 865J2 EMP.8-30-1T DATE `ff DATE, GRADING PLAN CITY OF LAKE ELSINORE b r' CONSTRUCTION NOTES OWNERSHIP � OWNERSHIP / ®3�3' i CONSTRUCT 3'AC PAWNG OR AS PER SOIL'S ENGLNEERS RECOMMENDATION D0ZE7 / 2 CONSTRUCT 4•CL N A.B.OR AS PER SOIL'S EXINEERS RECOMMENDATION ' �/ g / 3 CONSTRUCT 6'TYPE A-6 CURB AND GUTTER PER RN CO.STD.200 RTY E O9 �/ SAME 4 CONSTRUCT 6•TYPED CVRB PER RA!CO.SID.204 S42'5933 'sa9DO, /ark % ❑WNERSHIP 6 CONSTRUCT PEDESTRIAN RAMP PER DETAIL ON SHEET NO.? 7 CONSTRUCT 3'WIDE RIBBON GUTTER PER DETAIL HEREON 9 CONSTRUCT GRASS UNED 010-SWALE PER MOMP SIDS&PER SHEET NO 3B35a rc. 11 CONSTRUCT 4'PORTLANO CEMENT CONCRETE WALK OVER 90R COMPACTED SOIL,BROOM FINISH ^� 12 REMOVE AND DISPOSE DbTING CONCRETE WALKWAY PROPERTY LINE 1 REMOVE AND DISPOSE DIVING CONCRETE CURB 3 / Sa2'S933"W 174.44' 14 REMOVE AND DISPOSE E69SANG ASPHALT CONCRETE DRNEWAY ,UCb / VARIES L=PER PLAN 4'5 1 2 x WIDE: A ,GRASS SWALEx UMITS OF GRADING MEET EX.GRADES ••slope per pan. �.r"x'�— "' 4 / A / GRASS LINED SWALE 1,2,3&4 NOT To SCALE el �v 3. ds 4 1 \ I CURB A _ 12 _ \\\ � • � 6'PERENNNL TURF GRASS 0 ' 1 O �X.EA...R.E..1 6'SANDY LOAM TURF - \ ."\\ CO UNDERLAIN33 SANE � /� / -- \1 CT ASTM G33 SAND E-t -W \ ...'� X \ W/FILTER CLOTH SURROUND r, ,j 1 2 3 -� 0 c 1 (—"`1 GRASS LINED SWALE NO.2 ONLY h+M - 3 c�. \.� Esc SECTION A-A U3 14 TG 1 4 NOT TO SCALEV{G / . 41 , q ; e� x 7 m OW P Flow as 14 x I , FLOW A %I 1• 1.5' 1.5' 1• �\ \ \\ ' 38" 3 1 LEVU LINE < a? \\ N v a • v v 1 x\ s- \\ ' Z x 1/2?WDIUS -1 (MIN) �g PAVENNr 8'(MIN.) e.i„ \\ \ PAAEMENa I , Flow Q� DETAIL-RIBBON NOTES: I.BASE MATERIAL PER'R'mm AND T.I. \\ 14 \ �` s { " If m 2.CONCRETE SHALL BE CLASS 560-C-3250. AO, 10 A v �� 1 ; . 1 1 �< A '©EXISANG WALKWAY rO BE REMOVED—," Underground Service Alert + � � � � I ^ow i I. i f 6 12 RAMP N0. Call: TOLL FF'EE I I OW f 1-800 20 0 10 20 40 80 1 lz 11 I FL FTnw t 227-2600 SEE SHEET NO. 4 1" = 20' TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE 1.))X WDID 8 33W000027 MARK REVISI❑NS APPR, DATE PREPARED BY: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL SAPPORIATE CONDITIONS OF DEVELOPMENT AND/ TATEPLAWS AND HAVE BEEN FOUND ACCEPTABLE OR CITY AND VENTURA ENGINEERING, LLCWY CITY OF LAKE ELSINORE SHEET 27315 JEFFERSON AVE,STE J-229 PHONE(951)252-7632 t� D / TEMECULA,CA.92590 FAX(951),W5726 DRmo s.D.vex ELSINORE VALLEY CEMETERY 3 N0.. e532 SCALD BENCH MARK- MAP OF THE GRIENfOOD CEMETERY,MB 14/685 OF 7 SHEETS KEN A. SEUMALEI, RCE No. 56915 DATE '�.T/� ''r /.V Epp. 6N30-12 P* AS SHOWN ON PLANS CITY ENGINEEIMPROVEMENT & FILE No. CITY OF LAKER ELSINORE xnFREDO S.D.VENTURA RCE 66532 EW,6-30-12 DATE STgIF . . DATE, GRADING PLAN SEE SHEET NO. 3 CONSTRUCTION NOTES 1112 1 CONSTRUCT 3'AC PAVING OR AS PER SOIL'S ENGINEERS RECOMMENDATION 2 CONSTRUCT 4'CL lI A.B. OR.IS PER SOIL'S ENGINEERS RECOMMENDARON 1 11 12 EXISTING WALKWAY TO BE REMOVED—," 3 CONSTRUCT 6'TYPE A-6 CURB AND GUTTER PER RN. CO.SID.2001 1 n m 1 4 CONSTRUCT 6"TYPE D CURB PER RN CO.STD.204 I I I w I FLOW 6 CONSTRUCT PEDESTRIAN RAMP PER DETAIL ON SHEET NO.2 i 1 6 12 RAMP NO. } 4 7 CONSTRUCT 3'WIDE RIBBON GUTTER PER DETAIL ON SHEET NO.3 11 CONSTRUCT 4"PORTLAND CEMENT CONCRETE WALK OVER 909 COMPACTED 50/4 BROOM FINISH 1211 i I i F`OW _a0w 12 REMOVE AND DISPOSE EXISDNG CONCRETE WALKWAY I 4 / �a.7� �s I J 4 REMOVE AND DISPOSE EXISTING CONCRETE CURB �K' I „�,I m / q/ I So 14 REMOVE AND DISPOSE EXISTING ASPHALT CONCRETE DRIVEWAY of "'� I 4 1 2 F� 14 v 4'W/DE(L AS SHOWN ON PLANS) / 4Q LOCATION AS SHOWN ON FLANS(3 —�A sa / �� 4"P.C.C. OUTLET APRON 3 LOCATION AS SHOWN ON PLANS � / OVER COMPACTED EARTH / 70 DETAIL-0UTLLET APRON SA ? pp�S may/ / / 1 10 1p LE 10 NO SCALE F� t 2 / cDRg.13 4 I 1 W LO 6 12 RAMP N0.5 C/'T� FL py ( i z eIAT I I 4� O ��-- � C 14 7 C11R87J L--- m W 7 2 1U) \ f EX. BUILDING EE,EX. GGRADESG \ /. \ J4 1 FLOW \\� �\ '�i � 14 � i FLOW --_C"EX.CURB 13 / 1 4 13 10' 10' JO' l 1 2 -\ `q^/, t I \LIMBS OF GRADING A,, ''^ I MEET EX.GRADES 4 II-_�MEtT Ex.G1 ESG ,2 I Q 6 O I F\ PROPERTY LINE Underground Service Alert — — — — _ _ _ _ _ s425933w 621.24' — - —— —— ——------ ---------- -- t Call: TOLL FF'EE EX.PERIMETER BLOCK WA[L 1—800 20 0 10 20 40 80 EX CURB&OUT7ER EX PARKING LOT EX.PERIMETER BLOCK WALL EX CURB&GUTTER 227-2600 ❑ EX PARKING LOT (9 ❑ I„ = 20' EX PARKING LOT TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE q,Jgb 6,1 Y/11 in WDID 8 33W000027 MARK R E V I S I❑fJ S A P P R, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND VENTURA ENGINEERING LLC CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 1 27315 JEFFERSON AVE,STE J-229 PHONE(951)252-7632 A TEMECULA,CA.92590 FAX(951)346-5726 LFRmO S.D.YENNR ELSINORE VALLEY CEMETERY `t No. 66532 SCALE: BENCH MARK: MAP OF THE GREENWOOD CEMETERY,MB 14/685 OF"7 SHEETS .N G( MALO, RC y Ems, 6-30-12 • AS SHOWN ON PLANS IMPROVEMENT & FILE No, KEN A. SEUMALO RCE No. 56915 DATE yYCIVIL CITY ENGINEER qI&WURED0 S.D.VENTURA RCE 66532 EW.6-30-12 DATE ` �q>F a' P DATE: GRADING PLAN CITY OF LAKE ELSINORE SEE SHEET NO. 2 CONSTRUCTION NOTES ``� o.d4TX (-,ZA 14 < EX WALKWAY TO BE REMOVE 12CONSTRUCT.5 AC PAVING OR AS PLR SOIL'S ENGINEERS RECOMMENDATION m OPN�& /OSTRUCT4"CL/I A.B. OR.45 PER SOIL'S ENGINEERS RECOMM£NDARON +; : / 2 f76s3/ TCTC o o TC 1 I RfM YO'2© / 3 CONSTRUCT 6"TYPE A-6 CURB AND GUTTER PER RN CO.STD.200 I o - FS l 6e C.L.PROP.:DWI, 4 ^� o . _._jr1 16 CH 3CB.OPN'G. 3 4 CONSTRUCT 6"TYPE D CURB PER RN. CO.STD.204 0 0 ct ++ o .60 W/6tiNG;APRQY 7 b TTr.d• 1 11 5 CONSTRUCT"I WIDE COMMERCIAL DRIVEWAY PER RN CO.STD.207A I .00 oo `� i • ' L 1600 755BfL 0' $ 206� y;7 6 CONSTRUCT PEDESTRIAN RAMP PER DETAIL ON SHEET N0.2 GRAI D o 11 7 CONSTRUCT 3'WIDE RIBBON GUTTER PER DfTA/L ON SHEET N0.3 "� m mac`„ _ \ .6 �'jfa- = ®1%MIN :� 1 2 FLOW £4 CONSTRUCT CoNCR£/E OUlLE�APRON PER DETAIL SHEET N0. 4. `� I mx 0 .: cG9 •'' R EX..CU `��-�``..: r B CONSTRUCT PRIVATE DRAIN CURB OUTLET PER RIV.CO. STD.310. i 2 14 LF 4 :: 0* 11 f 8 INSTALL 4"DIA.PVC PRIVATE OVERFLOW DRAIN ° pU ET PIPE®. �y " 20+34.66 BEGIN \ 20' CONSTRUCT GRASS LINED 810-SWAL£PER WOMP STOS&PER SHEET N0.3 BERM TRANSITION - \ \\\ f0 CONSTRUCT INHLTRARON TRENCH PER WOMP STANDARDS&DETAIL ON SHEET NO. 4 MEET EX AC BERM ati GRASS LINED \ v 11 CONSTRUCT 4"PORTLAND CEMENT CONCRETE WALK OVER 9OX COMPACTED SOIL,BROOM FINISH ,vpUmo 3 m BUFFER AREA 12 REMOVE AND DISPOSE EXISTING CONCRETE WALKWAY F� 13 REMOVE AND DISPOSE EXISTING CONCRETE CURB �\ ro\o ]4 REMOVE AND DISPOSE EXISITA'G ASPHALT CONCRETE DRIVEWAY c� I�� ii: 15 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIV.CO.STD.303. a.OW 18 GRASS BUFFER BOTH SIDES I r �� 14 1 % \ OBSERVATION WELL )-►"A 75.5 TOP EL. ( I T`T��y..J� ®i OUTLET PIPE QZ - I I /V m �n�1� 4" SCREENED 12"THICK SMALL CRUSHED GRAVEL(1/4"TO 3/4"IN SIZE) I I _��? I'xy 10; F�oW \\ \ \\ mac o OVERFLOW PIPE m M£ I I m A''^2 c[]•woz g ncPy�'v fZOW 6' o GRAVEL LAYER ( 1" TO 3" INCH IN SIZE) �� i II q a 10 \ ®\ �ugy" m NONWOVEN GEOTEXTILE MEMEBRANE I I I �� o ®� RO \''y\\ 1 0 ALL SIDES TYP. 12" THICK SAND �- L l-A I lTJ SECTION"J—J" o 1NF1,'_TRATION TRENCH NO. 1 Z NO. SCALE 4 \ Odp \\ __ \.cc c \FLOW E-+ I �I I • � �\�;; � \ 14 \ W FLOW 45' I I = • m I� ��� 9O' �� a U1 L-_ I o I I I 612RAMPNO.S OBS RVATION WELL. GRASS BUFFER BOTH SIDES _ - — � 75.50 TOP EL. r� Lo% 1 ; 1 c��e 4\ \ W tqpp,Rsbt00 12"THICK SMALL CRUSHED GRAVEL(1/4"TO 3/4"IN SIZE) I oK ` mac 0 1 2 R; GRAVEL LAYER ( 1" TO 3" INCH IN SIZE) Lac 1 2 ` LOW 7 T NONWOVEN GEOTEXTILE MEMEBRANE 7 �_ ALL SIDES TYP. \8A �-- 12 THICK SAND I� �\ 10 \"\� l how , � S OF EX. SECTION"A—A" �GW__� \ ROW \ 14 INFlLTRA ITON TRENCH NO. 1 \'— NO. SCALE 4 I % II 40 \\ 7..SBTC FLOW. FLOW I 1 12' 12' "Rol 4 13 1 I c6 i 4 10 INFILTRATION W' I-ry ' INFILTRATION TRENCH NO. 2 0 WIDE TRENCH NO. 110 GRASS BUFFER 2 13 74 70 WIDE GRASS BUFFER SECTION"B—B" P SCALE: 1"=20' \p PROPERTY LINE Underground Service Alert r S42.5933W 821.24' A Call: TOLL FREE i \\�\ �-- �-�IX INLET _-----�EX.PLR/Mf1fR BLOCK WAU 1-800 20 I iI I I I so 227-2600 I 1 I -_- / --------- 1 \ EX PARKING LOT EX.PARKING LOT 1' - 20' r- L---- / TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE VQ6 8 V l//H III WDID 8 33W000027 MARK REVISI❑IJS APPR, DATE PREPARED BY: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL APPROPRIATE CONDITI➢NS OF DEVELOPMENT AND/OR CITY AND VENTURA ENGINEERING LLC p(tCEESS/ _ CITY of LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE f 27315 JEFFERSON AVE,STE J-229 PHONE(951)252-7632 `s TEMECULA,CA.92590 FAX(951)346-5726 U>ff0o s0.yENTORA ELSINORE VALLEY CEMETERY / Q /J f ��1 ryo. 66532 SCALE: BENCH MARK- MAP OF THE GREENWOOD CEMETERY,MB 14/685 OF 7 SHEETS �. 6-�-'2 ' KEN A, SEUMALO, RCE No. 56915 DATE gvlE c AS SHOWN ON PLANS IMPROVEMENT & FILE No. CITY ENGINEER CITY OF LAKE ELSINORE WL11"O S.O.VENTURA RCE 66532 EXP.6-30-12 DATE a�ff CAA DATE: GRADING PLAN EROSION CONTROL NOTES storm water(non-storm water)are prohibited except as authorized by an individual All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance NPDES permit under the statewide General Permit-Construction Activity. Nos.802,1237.772,529.1004,Construction site Best Management Practices(BMP's) 4. Potential pollutants include but are not limited to:solid or liquid chemical spills; and standards outlined within the,Lake Elsinore Design Manual. No grading permit wastes from paints,stains,sealants,solvents,detergents,glues,lime,pesticides, shall be issued without an erosion control plan approved by the City Engineer. The herbicides,fertilizers, wood preservatives, and asbestos fibers, paint Flakes or - BACK OF SIDEWALK(WHERE APPLICABLE) erosion control plan shall include details of protective measures, including desilting stucco fragments;fuels,oils lubricants,and hydraulic, radiator or battery Fluids: basins or other temporary drainage or control measures,or both,as may be necessary concrete and related cutting or curing residues; fioatable wastes;wastes from to protect the water quality of receiving water bodies or to protect adjoining public and engine/equipment steam cleaning or chemical degreasing; wastes from street BURLAP SACKS To CATCH BASIN(WHERE APPLICABLE) private property from damage from erosion,flooding or the deposition of mud or debris cleaning;and super-chlorinated potable water from line flushing and testing.During OVERLAP ONTO CURB. which may originate from the site or result from such grading operations. construction,disposal of such materials should occur in a specified and controlled - ;trite INLET (WHERE APPLICABLE) BACK Of CURB The followingon nth he plans:Erosion Control and NPDES notes as worded with blanks filled in,shall be temporary area on-site physically separated from potential storm water runoff,with placed ultimate disposal in accordance with local,state and federal requirements. 5. Runoff from equipment and vehicle washing shall be contained at construction site 1. All erosion control plans shall be in accordance with City of Lake Elsinore and must not be discharged to receiving waters or the local storm drain system. RUNOFF_ Ordinance Nos.529,772,802, 1237, 1004,construction site Best Management 6. Appropriate BMPS for construction-related materials,wastes, spills or residues Practices(BMP's),and standards outlined within the Lake Elsinore Design Manual shall be implemented to eliminate or reduce transport from the site to streets, 2. The developer/contractor is responsible for any discharges by subcontractors. drainage facilities,or adjoining properties by wind or runoff. RUNOFF LLWAY 3. In case of emergency,call- DIANA RUSaUL (responsible person) 7. Material storage and staging areas shall be established. Fuel tank,portable toilets, at 951 674-2418 (24•hour phone number). liquids,gels and powders shall have secondary containment and be stored away 4. Devices to reduce erosion damage shall not be placed moved or modified without from all private/public storm water conveyance systems,sidewalks,rights-of-ways and flow-lines. the approval of the Director of Public Works or,in an emergency,by the person responsible for grading operations. 8. All portable mixers shall have plastic liners underneath with gravel bags places on 5. Areas that are cleared and graded shall be limited to only the portion of the site the down-hill side of the liners to contain discharges. 9. Controlled street washing will only t allowed prior to the application of asphalt that is necessary for construction. The construction site shall be managed to minimize the exposure time of disturbed soil areas through phasing and scheduling seal coats and only when all pertinent drainage inlets are protected. 10. All construction contactors and subcontractor personnel are to be made aware of GRAVEL RULED sANosAcs of grading and the use of temporary and permanent soil stabilization. the required BMPS and good housekeeping measures for the project site and any STACKED TIGHTLY. 6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten(10)feet in height associated construction staging areas. (temporary or permanent)shall be stabilized if they will not be worked within 7 11. Discharging contaminated groundwater produced by d RN V ewatering groundwater that AM days.During the storm season,all slopes shall be stabilized 24 hours prior to a has infiltrated into the construction site is prohibited. Discharging non- NOTES: predicted storm event.Construction sites shall be revegetated as early as feasible contaminated groundwater produced by dewatering activities may require a after soil disturbance and within 7-days of completion. National Pollutant Discharge Elimination System (NPDES) permit from the 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE 7. Fill slopes at the tract perimeter must drain away from the top of the slope at the Regional Water Quality Control Board. WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. conclusion of each working day. 12. Storm water runoff shall not be directed over any slopes without permanent down 8. The contractor shall be responsible and have signs posted on the site to ware 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE I'll LED WITH GRAVEL drains installed. Erosion and sediment controls including maintenance are against public trespass into areas where water is impounded. required on all exposed slopes until sufficient permanent landscaping has been LAYERED AND PACKED TIGHTLY. 9. Dust shall be controlled by watering or other methods approved by the City established. 100%slope protection must be in place prior to the issuance of the Engineer. final certificate of occupancy. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 10. Placement of devices to reduce erosion damage within the development shall be 13. Vegetation clearing and brushing activities shall not be initiated during the wet shown on the approved plan. 9 4. INSPECT BARRIERS AND REMOVE SEDIMENT IMMEDIATELY BEFORE AND AFTER EACH STORM 11. Desilting facilities at all drainage inlets for the graded site shall be designed for a season on any sites which are not adequately protected with desilting basins or EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. twenty-five(25)year,six(6)hour storm intensity.They must be detailed on the other temporary drainage or control measures. plans.Design and specific recommendations shall be submitted for the following: 14. Stockpiles of soil shall be properly secured with BMP's to eliminate or reduce a) Desilting basin volume based on gradient and nature of soils. 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 stockpiles shall be covered prior to a forecasted rain. b) The extent of all graded areas and identification of any temporary soil GRAVEL BAG. PLACEMENT ADJACENT TO CURB AND GUTTER stabilization measures. c) Size of desilting basin outlet pipe and overflow. NTS d) Dike requirements. Show minimum wall width, slope of walls, percent 15.Special attention shall be given to preparation and installation of the Rain Event compaction,etc. Action Plan(REAP)as required based on site Risk Level or as mandated by the e) Outlet conditions from the desihing basin shall not exceed downstream Santa Ana Regional Board NPDES Permit.General Permit-Construction Activities. limitations,with the exalption of overflow,which is to be designed to provide 16.At the end of each day of construction activity,all construction debris and waste capacity of 1.5 times the maximum design flow. materials shall be collected and properly disposed of in trash or recycle bins. 12. Necessary materials shall be available on-site and at convenient locations to 17.This site has obtained a National Pollution Prevention Elimination System facilitate rapid construction of temporary devices or to repair any damaged erosion (NPDES)permit to regulate municipal and industrial storm water control measures when a 50%chance or greater of rain within a 48 hour period is discharges. forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency NPDES WORD# 8 33W000027 DATE WDID ISSUED: JULY 21, 2010 (NOAA). 18.The undersigned civil engineer,a qualified QSP and/or QSD will review placement 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 when the of Bryos�,P nt/rol ad insure that work is in accordance with the approved plans. / five(5)day rain probability forecast exceeds fifty percent(50%). ig^"IRCE 6&D J'3Z 6/31p/I2 B.'rP. 14. After a rainstorm,all project generated sift and debris shall be removed from check (Signature)(RCE No.)(Exp)(Date) berths,onsite public drains and pipes,drains and pipes of adjacent properties and �yFP%/ desilting basins and the basins pumped dry.Any graded slope BMP's damaged during a rainstorm shall also be immediately repaired.Failure to provide effective �Ptt� �R�� 50 MIN. maintenance may result to penalties. ATTACHMENTS & BMP'S /QpOV R=20' 15. Discharging of contaminated soils via surface erosion is prohibited. SHAKER PLATES 16. Construction access points shall be stabilized with a combination of rock and THE FOLLOWING BMPS AS OUTLINED IN,BUT NOT LIMITED TO, _ SHAKER shaker plates year-round to prevent track-out. Routine street sweeping shall be THE CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICES PLATES performed on all paved streets where tracking is observed. Vacuum sweepers HANDBOOK.JANUARY 2003.OR THE LATEST REVISED EDITION, shall be used when street sweeping becomes ineffective. MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR BUILDING - NPDES/Storm Water Pollution Notes OFFICIAL) r and his contractor are responsible for implementation and EROSION CONTROL THE CONTRACTOR'S YARD, WASTE AND CONCRETE MANAGEMENT IS OFFSITE BUT WILL 1. The developer p ECI- SCHEDULING EMPLOY THE FOLLOWING BMPS: maintenance of the SWPPP-approved, pre-qualified BMP's from the California EC2- PRESERVATION OF EXISTING VEGETATION FILTER FABRI Storm water Quality Association(CASQA)handbook/website for construction to EC5- SOIL BINDERS WASTE MANAGEMENT&MATERIAL POLLUTION CONTROL - - retain sediments from areas disturbed onsite to the maximum extent practicable. EC9- DRAINAGE SWALES WM1- MATERIAL DELIVERY AND STORAGE The erosion control measures include those shown on this plan and applicable WM2- MATERIAL USE SWPPP as well as any additional erosion control measures(e.g.,hydroseeding, TEMPORARY SEDIMENT CONTROL WM3- STOCKPILE MANAGEMENT 3"TO 6"COARSE AGGREGATE mulching of straw, gravel-bagging, diversion ditches, retention basins, etc.) SE6- GRAVEL BAG BERM WM4- SPILL PREVENTION AND CONTROL dictated by field conditions to prevent erosion and/or the introduction of dirt,mud or SE7- STREET SWEEPING AND VACUUMING WM5- SOLID WASTE MANAGEMENT debris into existing public:;treats and/or onto adjacent properties during ANY WM7- CONTAMINATION SOIL MANAGEMENT phase of construction operations. WM8- CONCRETE WASTE MANAGEMENT 2. Storm Water Pollution Prevention Plan(SWPPP)shall be kept on-site and made WIND EROSION CONTROL WM9- SANITARY\SEPTIC WASTE MANAGEMENT STABILIZED CONSTRUCTION ENTRANCE available upon request of a representative of the Regional Water Quality Control WEI- WIND EROSION CONTROL NTS Board(RWQCB)-Santa Anti Region and/or the City of Lake Elsinore. EQUIPMENT TRACKING CONTROL 3. Construction sites shall be maintained in such a condition that an anticipated storm TCi-STABILIZED CONSTRUCTION ENTRANCE EXIT does not carry wastes or pollutants off the site.Discharges of material other than NON-STORMWATER MANAGEMENT - NS1- WATER CONSERVATION PRACTICES NS3- PAVING AND GRINDING OPERATIONS NS6- ILLICIT CONNECTION\DISCHARGE - NS6- VEHICLE AND EQUIPMENT CLEANING _ Underground Service Alert NS10-VEHICLE AND EQUIPMENT MAINTENANCE g NS12- CONCRETE CURING NS14- CONCRETE FINISHING Call: TOLL FREE -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 'N•J,O WDID 8 33W000027 MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY1 SEAL STATEP LAWS ANDOHAVE BEEN FOUND ACCEPTABLE R CITY AND VENTURA ENGINEERING, LLC vIE�OyY CITY OF LAKE ELSINORE SHEET 27315 JEFFERSON AVE,STEJ-229 PHONE(951)252-7632 6 TEMECULA,CA.92590 FAX(95104s-5726 U1aae s.D,teN ELSINORE VALLEY CEMETERY ' No. 6sstz SCALE, BENCH MARK- MR OF THE GREEffOOD CElMUY,MB 14/05 OF 7 SHEETS IN A. ` a-'°-12 ' EROSION CONTROL KEN A. SEUMALO,-RCE.No. 56915 DATE �!� CIVIL AS SHOWN ON PLANS FILE No. CITY OFGLAKER ELSINORE wuREDo S.D.VENtuRA ROE 6es32 ow.6-w-12 DATE 'r2'ff DATE, NOTES AND DETAILS / 1 t - i .. —777: „— ttE45> J j r , -t r'r y _aPrY gE90> .' T. site» .... aeen ..r ,...,w.,,, ,.^/ '�r .... X .-cam �-.,.. r I f12E6> - `'+« ,,,.., a-aetl6 !(f � 4 d' /� . ., a2�n -'°a2e5v l 1. � ;r-• .yeEST r .., t I i � d ✓ ) i I ♦,. .( aE6EY ._..�. .. \ ..... aEEST� ..ea>1�•' ..,e/r -aeas> ti aE ✓, +� .. 2iEW53 .7 ::4Ry " a eiaeset GR"" ,J\ ,�eet`�Y .. ..., ( -i :s..;. aEE,§�-y ,_ aa'-- (( efeEF ' ' x < 'tom' S#9.6:t!rw`�.�'i .._.... :.htw6�, 'A....,..,,-,^^.. ,...,'aeEs,..... t ,,, `.. ..-.exa6a cr�rvEL BAcs --------r 3 ry GRAVEL BAGST1 i L . HIGH G�AYEL SAGS V. 2 BAGS - Ili o GRAVEL BAGS .) \ n X 2as�„GHIG '•),., . ........ 2 BAGS HIGH BAGS 141 GRAVEL 2 B (1P AGS ATTACHMENTS & BMP'S � THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, �J! GRAVE:v HB? + •) THE CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICES \ y ` 2 BAGS H THE CONTRACTOR'S YARD, WASTE AND CONCRETE MANAGEMENT IS OFFSITE BUT WILL HANDBOOK. JANUARY 2003. OR THE LATEST REVISED EDITION, `'• /. �� x MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT EMPLOY THE FOLLOWING BMPS: it .-' —� •\ SGIL•61NDERS(TY0 i (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR BUILDING WASTE MANAGEMENT& MATERIAL POLLUTION CONTROL WM1- MATERIAL DELIVERY AND STORAGE .w- ? �x OFFICIAL) WM2- MATERIAL USE ) + j oeuU' , ., Aga EROSION CONTROL WM3- STOCKPILE MANAGEMENT 1 I��I" ,' -� GRAVEL BAGS(TYP.) �' 3 \ O EC I- SCHEDUUNG WM4- SPILL PREVENTION AND CONTROL / 2'' GS HIGH o ` EC2- PRESERVATION OF EXISTING VEGETATION WM5- SOLID WASTE MANAGEMENT tco �' 31i WM7- CONTAMINATION SOIL MANAGEMENT ECS- SOIL BINDERS EC9- DRAINAGE SWALES WM8- CONCRETE WASTE MANAGEMENT WM9- SANITARY\SEFnC WASTE MANAGEMENT 1 i t „r✓i/a f/ `• \ r� TEMPORARY SEDIMENT CONTROL J / _- --- SE6- GRAVEL BAG BERM .,GRAVEL BAGS(TYP. "'� SE7- STREET SWEEPING AND VACUUMING 3,BAGS HIGH�i t \ � WIND EROSION CONTROL C.,-. WEt- WIND EROSION CONTROL "r it }I,I °, `t� )•� "' i/ �.���' GRAVEL S •E , GRAVEL,' fTYP 't 11 EQUIPMENT TRACKING CONTROL TC1- STABILIZED CONSTRUCTION ENTRANCE EXIT / / 1"r `,, ! a............al"Ei s / SOIL BINDERS (TYP.) I NON-STORMWATER MANAGEMENT ""' wJ ., )IN NSi- WATER CONSERVATION PRACTICES „ GRAVEL BAGS (TYP) NS3- PAVING AND GRINDING OPERATIONS /'' ,� J! �h� d� '� 2 BAGS HIGH NS6- ILLICIT CONNECTION\DISCHARGE NS8- VEHICLE AND EQUIPMENT CLEANING NS10-VEHICLE AND EQUIPMENT MAINTENANCE NS12- CONCRETE CURING $: 'sue '- ' ` .,..,.,GRAVEL BAGS IMP NS14- CONCRETE FINISHING ,�,. } \ "- '+r>g 2 BAGS HIGH -- [--��'--_ 00- -------- - \-- \ un nl.G_ u n nnrl:n�_ E=r ....GRAVEL BAGS(TYP.) ,.. -- — 2 BAGS HIGH EROSION CONTROL LEGEND - —_ I GRAVEL BAGS `.) 2 BAGS.HIGH• '----_—_'--_--- err,..�,,... 00 Y \ \ GRAVEL BAGS - 2 BAGS HIGH (TO BE PLACED PER SE-6) 7 ,,,,—,. U GRAVEL BAGS(TYP. �)�) �-�n t OIL BINDERS(T1'P.) GRAVEL BAGS(TYP. n C )L I L ` 2 BAGS HIGH �/ �,..... ^�_. /, —'-��/ SOIL BINDERS I� \n 0 n_ GRAVE`iE3S4GS(TYP.\ STABILIZED CONSTRUCTION ENTRANCE (C.G E3J❑C-----� -) 2 BAGS,HIGH (TO BE PLACED PER TC-1 AND DETAIL SHOWN SHT 6) []_ _n n n =') ... �x.. GRAVEL BAGS(TYP.) C� n_ .� ED L _] � ...,. BAcs HIGH ncr6o.._.,.. INFILTRATION o �daay f SOIL BINDERS ❑ n -, OF C_] ' TRENCH NO,1 �' C 7_-0 =�_— _ '. __..INFILTRATION ,h _ pE '- '-': (TO BE PLACED PER EC-5) n`�[_—___—__—_�_ TRENCH NO F CE EL.- 75Y0 GRAVEL BAGS(TYP.) _— \ 15'X33 5 33' 17E P,y 2 BAGS HIGH - -- Q SURFACE EL- 7 -- 18'X46 . 9UR e), ` �+ 6 �� "� 12Y5 r UCTION ENTRANCyE arbr Underground Service Alert 50 0 25 50 100 200 .ui"--__ — — — — ..—" GBAVEL�AG Call: TOLL FREE �vENU 227-2600 = ,. __._ __ E 1" 50 —,[ 2 GRAPHIC SCALE - TWO WORKING DAYS BEFORE YOU DIG 016 6V Y/I(ii( WDID 8 33W000027 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, SEAL MARK REVISIONS A P P R, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND VENTURA ENGINEERING LL Cw4 CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE f 27315 JEFFERSON AVE,STE J-229 PHONE(951)252-7632 7 TEMECULA,CA.92590 FAX(951)3465726 EDO S.D.6EN1UR ELSINORE VALLEY CEMETERY .4-1 r NE, 55532 SCALE: BENCH MARK, MAP OF THE GREENWOOD CEMETERY,ME 14/685 OF 7 SHEETS KEN A. SEUNALO, RCE No. 56915 DATE Qy / Erp, CIALO-tz pw AS SHOWN ON PLANS EROSION CONTROL FILE No, CITY ENGINEER CITY OF LAKE ELSINORE W5IREDO S.D.VENTURA RCE 56532 EXP.5-3D-12 DATE ff DATE, PLAN