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CITY OF LAKE ELSINORE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. BASIS O F BEARING 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOIR9MO SUPERVISE GRADING AND THE BASIS OF BEARINGS IS THE CENTERLINE OF PRECISE GRADING PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION �tEOUIF{EMENTS HILLSIDE DRIVE PER TRACT 30493-1. MB 370/62-72. IE N38°29'29"W GRADING C EXPANSIVE CHARACTERISTICS OF THE SOIL.i PLA ISIS 17. GRADING.CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A'FINAL COMPACTION /� /'� p G �I REPORT BY A SOILS ENGINEER SHALL BE S EMITTED TO THE BUILDING AND ENGINEERING LEGAL DESCRIPTION CANYON DILLS PLANNING AREA 3V DEPARTMENTS PRIOR 70 ISSUANCE OF BOIL 1NG PERMITS. 18. THE FOLLOWING FOLLOWING SOILS ENGINEERING INVESTS ATION REPORTS HAVE BEEN PREPARED FOR /I p C�+ /� COMPROJECT AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE BEING THAT CERTAIN PARCEL OF LAND SHOWN AS PARCEL 2 OF LI Y IN��M/111T I�OMG�7 I'/1RKSIDE II PARCEL MAP CERTAIN A8 RECORDED IN DOCUMENT NUMBER 2012-0471637 -"GEOTECHNICALiRECOMMgNDATIONS FOR PAD AND.-STREET UNDERCUTS,CANYON HILLS ON OCTOBER 3,2012 AT THE OFFICE OF THE RECORDER,IN THE COUNTY PLANNING AREA 36,LIVING SMART PARKSIDEAl CITY-OF-LAKE ELSINORE,CALIFORNIA' OF RIVERSIDE,STATE OF CALIFORNIA SHEET INDEX DATED FEBRUARY 21,2013,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC.(PROJECT NO.2-0062C). 1 TITLE SHEET POST CONSTRUCTION BM Ps 2-3 DETAILS PM 34442, PARCEL 2 -"UPDATED GEOTECHNICAL REPORT,LIVING SMtY PARKSIDE,CANYON HILLS,PLANNING 4-15 PRECISE GRADING AREA 36,CITY CALIFORN A AKE ELSINORE, , C.(PROJE T"N0 ED0FEBRUARY 22,2011,PREPARED BY 1. ALL STORM DRAIN FACILITIES SUCH AS CURB INLETS AND CATCH BASINS WILL BE STENCILED WITH LANGUAGE PROHIBITING THE DUMPING OF POTENTIALLY 16-17 EROSION CONTROL - "AS-GRADED REPORTp PROPOSED PARKSIDE TERRACE DEVELOPEMENT,CANYON HILL CONTAMINATED MATERIALS. PLANNING AREA 36,TENTATIVE PARCEL MAP 34442,LOCATED AT THE CORNER OF 2. A MAINTENANCE PROGRAM SHALL BE DEVELOPED TO PROVIDE STREET PARKING LOT HILLSIDE TERRACE DRIVE AND CANYONE HILLS ROAD !N THE CITY OF LAKE G INLAND SWEEPING,TRASH AND DEBRIS REMOVAL,BUILDING AND GROUNDS MAINTENANCE, RIVERSIDE COUNTY, -30). NIA"DATED DECEMBER 18,2007,PREPARED BY LCG INLAND WHICH WILL INCLUDE REGULAR MAINTENANCE OF STORM DRAIN FACILITIES. ( ��II ,✓" s� , ,•+,\ (� (PROJECT N0.1071823-30). )� •� 3049 1��\ J -"PROJECT GRADING REPORT,PLANNING AREAS 18,19,36,LOWER AND UPPER TANK 3. SPLASH PADS SHALL BE USED IN PLACE OF UNDERGROUND STORM DRAIN ROOF RUNOFF. :. ON i n P! jTs nx "j' �2-72 1 SITE,TRACT 30493,CANYON HILLS PROJECT LAKE ELSINORE,CALIFORNIA OCTOBER ~ (I( (( a 18,2006,PREPARED BY PACIFIC SOILS ENGINEERING,INC.(WORK ORDER 4008590). 4. GRASS LINED SWALES SHALL BE USED TO CARRY RUNOFF FROM ROOFS AND LANDSCAPED 7 4 AREAS TO PROVIDE FILTERING OF POLLUTANTS PRIOR TO ENTERING STORM DRAIN CATCH BASINS. 71„ �1,, �. r 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT --- SHEET 12 :`'� \ ";`� CERTIFICATION OF BUILDING PAD ELEVATION. VpERE SPECIFIC ELEVATIONS ARE S. NEW RESIDENTS SHALL BE EDUCATED 1N BASIC STORM DRAIN POLLUTION PREVENTION " - '' 4 CANYON o REQUIRED THE ELEVATION (1'11TH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. 1F AN u ELEVATION ITH RESPECT 170 ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL PRINCIPLES. THIS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. HILLS yy - --_1-- i ROAD NEWPORT ROAD DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6. FOR MORE DETAILED INFORMATION SEE REPORT ENTITLED: 'WATER QUALITY i, HILL 20 A�II,,L PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO MANAGEMENT PLAN"DATED 3/5/2013 PREPARED BY RICK ENGINEERING COMPANY SHEET 5 H T 9 S ET 13 T DRIVE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q +ulege "sve I.I I H-;nn r Ho�l 1 .l ZI.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL.gE s N Opp SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR SWPPP II 3> 1 RQ, SCOTT ROAD CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. ti . 6 SHE T SHEET 14 1. PRIOR TO ANY DISTURBANCE TO THE SITE,EXCLUDING UTILITY MARK-OUTS AND ; BOSS ROAD 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN SURVEYING,THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR A PRE-CONSTRUCTION ON ONE FOOT. 1 MEETING WITH THE CITY OF LAKE ELSINORE FIELD ENGINEERING DIVISION (951) I VJm 34 '}2 (: BUNDY P R O J E C T 674-3124. - _l �! H I SITE 23.1F STEEP SLOPING TERRAIN OCCURS UPON WwHICH FILL IS TO BE PLACED,IT MUST BE 2. THE CONTRACTOR SHALL HIRE A 'QUALIFIED PERSON'WHO HAS BEEN PROPERLY SHEET l N 15 CLTN ON KEITH CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. T 7 SHEET 11 SHEET 'sa � -- ROAD PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO TRAINED TO CONDUCT INSPECTIONS AND PREPARE REPORTS OF THE CONSTRUCTION // ., PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED � AND BE CHED.24. THE SOILS ENGINEER SITE WITH RESPECT TO THE CITY'S MUNICIPAL CODE/ORDINANCES AND THE SWPPP. / •:,. SHOULD INSPECT THE CONSTRUCTION IN THE ( OULD THE QUALIFIED PERSON SHALL ATTEND THE PRE-CONSTRUCTION MEETING. THE _ J1 FOLLOWING STAGES: QUALIFIED ENFORCEMENT OF SWPPPS AND PERSON HAVE B KNOWLEDGE AND TRAINING OF THE INTENT AND -�, '.•,� t _ A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF \�3. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP AT THE CONSTRUCTION SITE "` ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. AND MAKE IT AVAILABLE TO THE CITY OF LAKE ELSINORE AND REGIONAL WATER j B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING QUALITY CONTROL BOARD'S (RWQCB)REPRESENTATIVES UPON REQUEST. q - AND FILLING OPERATIONS. 4. THE QUALIFIED PERSON SHALL CONDUCT REGULAR INSPECTIONS OF THE PROJECT SITE ✓ I C. pURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER IN ACCORDANCE WITH RECOMMENDATIONS OUTLINED 1N THE SWPPP. EACH INSPECTION -- VICINITY MAP MATERIAL. SHALL BE DOCUMENTED IN THE FORM OF WRITTEN REPORTS RETAINED ON-SITE.ALL }� REPORTS SHALL BE MADE AVAILABLE TO THE CITY OF LAKE ELSINORE AND RWOCB ' NITS D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. REPRESENTATIVES UPON REQUEST. 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED ITH ROSEA ICE PLANT AT 5. THE CONTRACTOR SHALL HAVE EMERGENCY MATERIALS AND EQUIPMENT ON HAND FOR , ,I 12"ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPS OVER 15'IN VERTICAL UNFORESEEN SITUATIONS,SUCH AS DAMAGE TO UNDERGROUND WATER AND SEWER HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED ITH APPROVED TREES, UTILITIES WHEREBY FLOWS MAY GENERATE EROSION AND SEDIMENT POLLUTION. WD I D # 8-3 3 C 3 0 8 1 8 9 SHRUBS.OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTD AT 10'ON CENTER:TREES RESP(:)NSIBLE PARTY FOR PRIVATELY AT 20'ON CENTgR�1 COMBINATIONS 15'ON CENTER. SLOPES OVER 3'1N VERTICAL HEIGHT EARTHWORK QUANTITIES MAINTAINED FACILITIES uPC "AWE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER i GRADING NOTES EARTHWORKS CUT (LOT SPOILS) 3.900 CY PARDEE HOMES AL 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED 10880 WILSHIRE BOULEVARD,SUITE 1900 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIP TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. EARTHWORKS FILL 0 CY 200 100 0 200 400 600 LOS ANGELES,CA 90024 CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST NET: EXPORT 3,900 CY (310)475-3525 EDITION OF THE U.B.C.APPENDIX CHAPTER 33. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING GRAPHIC SCALE 1"= 200' CONTACTS MIKE TAYLOR 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. NOTE: EARTHWORK QUANTITIES HAVE NOT BEEN ADJUSTED ELSINORE,PRIOR TO ANY OPERATION. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. FOR SHRINKAGE,SWELL,OR ANY REMEDIAL GRADING OWNER/DEVELOPER 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND 29. THE,LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE NOTE: HAULING OPERATIONS SHALL COMPLY WITH CITY PARDEE HOMES U.S.A.ALERT (1-800-422-4133)48 HOURS PRIOR TO GRADING. PERMITTEE. ORDINANCE NO.12TI 10880 WILSHIRE BOULEVARD,SUITE 1900 LEGEND AND ABBREVIATIONS LOS ANGELES,CA 90024 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. (310)475-3525 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. CURB& GUTTER.............................................................................C&G INVERT ELEVATION........................._............................................1E CONTACTS MIKE TAYLOR S. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO EDGE OF PAVEMENT............................................_.........................EP LAYOUT LINE...................._..............................._......................_.......LOL ENGINEER. COMPLETION OF GRADING OPERATION. FINISHED GRADE............................................._...............................FG CURB FACE........................................................................................,.CF SOIL ENGINEER 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS 32. ALL SLOPES SLOPES SHALL LL BE PLANTED L 3ED A VND ERTICAL HEIGHTHIN90 DAYS PROVIDED FOR TOP OF CURB..............................................................._._.................TC BEGIN CURVE.....................................................................................BC ALTA CALIFORNIA GEOTECHNICAL,INC. OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ER TOP OF DIKE..............................................................._.....................TD END CURVE...........................................................................................EC 970T WAPLES STREET ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. gFLOW LINE...........................................................................................FL EXISTING.........................................................._....................................EX SAN DIEGO,CA 92121 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS d PORTLAND CEMENT CONCRETE..............................................PCC EXISTING GRAOE/GRADIENT.............. () (858)952-7850 OTHERIr1I5E APPROVED,SHALL BE SHOWN ON PLAN.AND SHALL NOT HAVE LESS THAN 90% 33. ANY CONTRACTOR PERFORMING �IORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH CONTACT: DAVE MURPHY RELATIIVE COMPACTION OUT TO THE FINISHED SURFACE. THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES „ ASPHALT CONCRETE.....................................................................AC GRADE TO DRAIN......................................................................... RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH DENSITY AS DETERMINED BY THE $ AGGREGATE BASE............................................................................AB EARTHEN SWALE....................._._.............:....................................� -► B. ILLS SHALL BE COMPACTED THROUGHOUT TO 907 DENFACILITIES ARE SHOWN ON THESE PLANS.. " -II- ENGINEER/CONTACT PERSON MODIFIED THREE(3)LAYER A.S.T.M.D-1557-70 TEST METHOD. CENTERLINE...................................................................:................_..CL DAYLIGHT LINE......................... """"""""""""""""""""""""" 34. THE DESIGN ENGINEER SHALL PROVIDE A_MINIMUM OF ONE BLUE TOP PER FINISHED PAD, n PROPERTY LINE..............................................................................PL TOP OF SLOPE.................................._._......................_...................�- THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIf1ED,AND PRIOR TO ROUGH GRADE APPROVAL. EDGE OF TRAVELLED WAY................................_......................ETW TOE OF SLOPE............................_............................................-- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 06/16/13 3 THE PLACING OF FILL. CHANNEL.........................................................................:_....................CH PROJECT BOUNDARY ......_......................................................��� COMPETION: 06/16/14 o FG 0 BACK OF WALL...................................................................BW SEWER LINE ................._._........................._......................_.............._S_ 9'( --�- 6/i/ 3 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL L o FG 0 FACE OF WALL.................................._._............................FW WATER LINE............................................_........................._..............-W- BARRY J.C WAN,RCE NO.46568 DATE PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL}yITH A MAXIMUM DIMENSION GREATER THAN u FACE OF CURB ............................_. ...................FC RETAINING WALL............ ......_:�� EXPIRES 6/30/13 OFESS F s 3"WILL BE PLACED IN FILLS yyITHIN ROADB �I AREAS OR 3 OF FINISH GRADES,UNLESS v """"""""' "'"'"" ' ' °Qa T a opq 11. I NISH GRADE SHALL B,F�r SLOPED A AY FROM A�� EXT RIOR yAL S AT NOT LESS THAN THE LOCATION,MATERIALS,ANti DISPOSAL IvETHODS ARE SPECIFICALLY APPROVED BY THE ......_._. y I WATER ..................................................._...............................WAT FIRE HYDRANT......................................................................._... °oe CONTACT PERSONS BARRY J.COWAN of o,q < �2 PER FOOT FOR A MINIMUM OF ',THEN 1% (MINIMU�)TO FLOWLINE OF EARTH SWALE. $ "' "" -••• r a y`m SOILS ENGINEER. 0 I. STORM DRAIN ...._._............................_......................_...._..............SD WA V a TER VALVE .............................................................•.................... p SEWER....................................... ..........................SEW SEWER MANHOLE ...........................................................................® V No P857 = 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE 37. THE ENGI EER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN """""""""""""""""' o m IS LESS THAN 10' AND 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAG S ALES 'n m m INSPECTIO BEFORE APPROVAL. a BOTTOM.................................................................................................BOT SEWER CLEAN OUT........................................................................ SOILS ENGINEER'S CERTIFICATE: � Ea.+za+-+a � SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FRO HE TOP RIGHT OF WAY...................................................................................R/W R/W.............................:............................................................................®__- THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED p�pFO �L OF CUT OR FILL SLOPES. 38. GRADING PLANS ILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY CAST IN PLACE...............................................................................CIP BLOCK WALL.......................................................................................-- - AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS aq TSCHN'F Pr 13. PROVIDE 5' IDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF.ALL FILL SLOPES THE BUILDING DEPARTMENT. `m RECLAIMED WATER................................................................... RW VINYL FENCE...................................................................................... AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL TFOPCALIFO $ """' x- RECONNAISSANCE REPORT PRPARED FOR THIS DEVELOPMENT. OVER 5'HIG . 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM OUTSIDE DIAMETER.........................................................................OD TUBE STEEL FENCE...................................................................... 0 (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. m POINT OF CURB RETURN...........................................................PCR WROUGHT IRON FENCE................_._._....................._................-� ��57 /�-i3 `OtEOEa M�°<op 14 OF CUT SLOPEIDE A S DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP NPDES WDID • B-33C308189 DATE PERMIT ISSUED:11/13/1997 PROPOSED.............................._............................................................PROP RECLAIMED WATER LINE....................................._..................._ RW -___ � 40�° Ha s 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR y CONSTRUCTION NOTE ITEM N0. ........................................ 67 (Si ATU (GE NO.) (DATE) WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE 7 s PAD EXTENTS ......................................................._._. O G /3 ��`� CAUTIONI LOCATION OF EXISTING UTILITIES ON SUBJECT TO REMOVAL AT OWNER'S EXPENSE. ..................... E:M3INEEWNO CAUTION! LOCATION OF EXISTING UTILITIES ON UNIT ADDRESS 3 O' �aaole ••••••••••••••••••........................••• 36M THESE PLANS ARE APPROXIMATE AND THESE PLANS ARE APPROXIMATE AND ( ATUR l (CEG NO.) (DATE) /o,j/./9 * �- r SHALL BE VERIFIED BY CONTRACTOR 4rq p?� SHALL BE VERIFIED BY CONTRACTOR m PRIOR TO CONSTRUCTION. C06 DV �/13//j rFOFCAL+Fo PRIOR TO CONSTRUCTION. REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALS C I T Y O F L A K E E L S I N O R E SHEET BENCH MARK: DIG ALERT J-,66, "Lo CITY OF LAKE ELSINORE COMPLIANCE WITH THE APPROPRIATE Wpp4FSL0.N,�/ 2 SOUTH POINTE DRIVE-SURE 275 DESCRIPTION: TBM SET SCRIBED 'X' CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 92630, PRECISE GRADING PLANS of CITY AND STATE LAWS AND A PERMIT 949.588.0707 UNAUTHORIZED CHANGES' WITHIN A CHISELED o "+ FAX 949.588.0709 F O R 17 m o SQUARE, 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN ( ) CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE _ ENGINEERING COMPANY k°"ei"°°'i"e.`om RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE p M 34442 PARCEL 2 A LOCATION: LOCATED ONE FOOT BEFORE No. 46568 o.ange San Diego-Rivenlde-San Luis Obispo-Bakenfleld-Sacramenm Phoanl.-Tuoon S SHEETS E OIOI PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED v!�c NORTHERLY OF THE BCR P.6-30-13 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AT THE NORTHWESTERLY ' 67 „� �1 PREPARED UNDER THE DIRECTION OF: LIVIN G S M A R T HOMES P A R K SI D E NO. DRIVE AND RETURN HILLSIDE1-800-227-2600 CHECKED KEN A.SEUMALO RCE.No.56915 DATE �,/rf CIVIL \� SCALE:. TITLE SHEET UNDERGROUND SERVICE ALERT OF CAV q f^o7s rH� 6�l)11 'O R S:o HILLS ROAD. CaN at Isast 2 worklnq Days Drlor to excavating. DESIGNED BY: DRAWN BY: BYs CITY ENGINEER BARRY J. OWA ,RCE "C46568 (EXP.6-30-13) DATE DATES CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES 2.5' 4'MIN 2.25'(TYP) 0.5' Q1 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) ......-..........._, SIDEWALK ................. 5.330 SF � Q2 INSTALL 4'PVC STORM DRAIN w .......................................................... SYMBOL ON PLANSe - _____:______:_:__ ...... 4,650 LF 7............................._. ® CONSTRUCT GRATED INLET PER DETAIL SHT 2 .......................................................................... SYMBOL ON PLANS. ® ........................................... 184 EA CURB OUTLET FL QS CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2............................................. SYMBOL ON PLANSe ❑C] _............................................ 81 EA AT EP ELEV (AS _ - J NOTED PER PLAN) BUBBLER PER © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) ............................................................................._._.................................... 81 EA J y 5' 1.0"MIN DETAIL BELOW LL Q7 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG•JS 229 ..................................................... ................................... B EA w 5' COVER 10 SEE LANDSCAPE PLANS 3'N FF=PER PLAN ?/ 3, FP PER PLAN ,, 2% MAX ' �2% FF =PER PLAN 8" MIN 2% ZZ _. . . ..:. .. . . .. 8" MIN �AX y e /� 2"MIN W"2%C EROSION CONTROL BLANKET/ BONDED FIBER MATRIX(BFM)/ IRRIGATED HYDROSEED WITH ..........................._.................................................................................._..............3,200 SF 8 MIN '' FOOTING BINDER AND MULCH MIN ' FOOTING '/�' Al SILTFENCE..................................................................................................................................................................._........................_.. ...................-........................_.................................................-.-........ 7,200 LF / THICKENED SAND/GRAVEL BAGS ............................_........................._._............................_._ .................. ............_.................................._................. ......................................................_...................................1,600 EA SWALE FL ELEV ��� SIDEWALK SECTION no SWALE FL ELEV FOOTING PER PLAN (TYP) 4"PVC INLET B FOOTING PER PLAN (TYP) j /f/ FL(OUT)=CURB OUTLET FL+0.17' PIPE PER PLAN SECTION A-A \�\\ UNLESS OTHERWISE NOTED PER PLAN FLONPLANV PER 43'MIN TC'ELEV PER PLAN(TYP) z DIY ROLLED CURB OUTLET DETAIL: SUPERELEVATED GUTTER 6 (MOD RIV CO STD 310) NO SCALE SWALE FL ELEV BACK PER PLAN(TYP) ELEV=PE QT-8% OF ELEV=PE(FF 81,UNLESS GARAGE w UNLESS OTHERWISE NOTED OTHERWISE NOTED PER PLAN(TYP) ELEV=PE(FF-81, PER PLAN(TYP) 8'MIN UNLESS OTHERWISE NOTED CL kMIN vJi , PER PLAN(TYP) LL 0.5' 4'MIN 2.25'(TYP) 0,5' FF =PER PLAN 18, 7' 20.92' oFF�PER PLAN PE=PER PLAN ELEV=PE TF-81 PIE =PER PLAN 2 5' ZSIDEWALK 3'MIN UNLESS OTHERWISE NOTED PER PLAN ITYP) A PER PLAN FF=PER PLAN /CROWNED FF =PER PLAN CURB OUTLET FL 0.5"ABOVEPE =PER PLAN GARAGE FF 8" . N GUTTER FL(AS NOTED PER PLAN) DETAIL BELOW STREET 1.5"MIN IL COVER ELEV=PE(FF-81 UNLESS GFR=PER PLAN SWALE FL ELEV ?% OTHERWISE NOTED PER PLAN(TYP) PER PLAN (TYP) GA fRA D_f� ELEV=PE lFF-81 2 p UNLESS OTHERWISE NOTED �+ 2"MIN D-.AR 1r-JE 3'MIN PER PLAN(TYP) SECTION B'B /� 1' C 2% ---- K ELEV=PE(FF-81 v A /�\\ THICKENED i UNLESS OTHERWISE NOTED / \�� SIDEWALK SECTION - ELEV=PE PER PL,UNLESS BERM PER PLAN(TYP) SEAM f, /, 4"PVC INLET OTHERWISE NOTED PER PLAN(TYP) I° /r PIPE PER PLAN GFF-PER PLAN RESIDENTIAL UNIT LOT BB PM 34442 \\\\/ PER CONDO PLANS (HOA MAINTAINED) FL(OUT)=CURB OUTLET FL+0,17' RESIDENTIAL UNIT HOA MAINTAINED UNLESS OTHERWISE NOTED PER PLAN FL(IN)ELEV ,16'DRIVEWAY - :' '' PER CONDO PLANS PER PLAN �-----{ j BEAM ELEV=BUBBLER RIM+0.10' -."."" '' ...... ... :' i s UNLESS OTHERWISE NOTED PER PLAN(TYP) BUBBLER TO OUTLET STREET GRADE PER PLAN THROUGH FACE OF CURB, 6 ROLLED CURB OUTLET DETAIL: NORMAL GUTTER FL ELEV PER PLAN < LL BUBBLER RIM ELEV B LL (MOD RIV CO STD 310) No SCALE PER PLAN(TYP) TYPICAL LOT GRADING BLOCK WALL BLOCK WALL NO SCALE O,5' 2' 0.5' CONCRETE U-DITCH PER ROUGH GRADING PLANS n 2"PVC TO OUTLET THROUGH V CURB FACE PER RIV CO STD 310 4"PVC INLET PERIMETER BLOCK WALLS INTERIOR BLOCK WALLS AND DETAIL THIS SHEET ---PIPE PER PLAN 12' ALONG HILLSIDE DRIVE EX SLOPE& LANDSCAPING EASEMENT E,OR NDS FLAT TOP OF GRATE(TG) GRATE,OR EOIVALENT is ELEV PER PLAN LLV 4-5/8"ROUND GRATE RESIDENTIAL UNIT PARCEL 1 TO THE CITY OF LAKE ELSINORE RIM ELEV PER PLAN PEREPLAN NOS PART •11,OR EOIVALENT PER CONDO PLANS PM 34442 l�r�rE FINISH CANYON HILLS 10' 3' RESIDENTIAL UNIT PLAN VIEW o; 1% MIN 1% MIN SPORTS PARK PER CONDO-PLANS 8 < GRADE GRADE TO DRAIN GRADE TO DRAIN ;< (CITY MAINTAINED) r----- 12k12"NDS FLAT FINISH $ GRATE,OR EOIVALENT y/i m RIM ELEV PER PLAN GRADE h DRIVEWAY N LL 4 FL ELEV DRIVEWAY i APPROACH PER PLAN APPROACH : `��\ c 4. 4. __----PVC RISER 12"NDS BOX 0 o c-i SIDEWALK PER p p i� LL CURB FACE PER RIV CO STD 310 PIP41PE PER PLAN c 2"PVC TO OUTLET THROUGH - EXISTING _ N STREET IMP PLANS p p AND DETAIL THIS SHEET ELBOW CONNECTION BLOCK WALL BLOCK WALL FL ELEV PER PLAN BACKFILL ADJACENT TO a *PVC mFLUN)ELEV BOX SHALL BE COMPACTED - 2.17' TO 95%DENSITY PER PLAN6'TRANSITION 6'TRANSITIONTYPE C CURB& GUTTER TO THICKENED TO THICKENEDPER STREET IMP PLANS SIDEWALK SECTION SIDEWALK SECTION IE PER PERIMETER BLOCK WALL PLAN NOTED PER (UNLESS ALONG NORTHERN BOUNDARY �a"ROCK"W TH 307..AVOID UNDER SIDEWALK DRAIN ® LEGEND ON PLANS SECTION o n 3 UNDER SIDEWALK DRAIN/U-DITCH PERIMETER BLOCK WALLS ALONG WESTERLY 2 GRATED INLET TYPICAL BLOCK WALL LAYOUT BOUNDARY (ADJACENT TO SPORTS PARK) CONNECTION DETAIL 4 NO SCALE NO SCALE 5 BUBBLER DISCHARNO SCALE GE BASIN 2,m NO SCALE REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALe CITY O F LAKE ELSINORE SHEET �a BENCH MARK: DIG ALERT J—,65, CITY OF LAKE ELSINORE COMPLIANCE WITH THE APPROPRIATE - �1pFESSlON4 LAKE FOREST, EST,CA 2630 SUITE 275 2 2 DESCRIPTION: TBM SET SCRIBED 'X' - CONDITIONS OF DEVELOPMENT AND/OR V LAKEF8.0707 CA 92630 CITY AND STATE LAWS, A PERMIT � `�'� 9a9.588.0707 UNAUTHORIZED CHANGES e PRECISE GRADING PLANS OF WITHIN.A CHISELED FAX 9a9.588.0709 F 0 R m x CAi.I. CAN BE ISSUED. BARRY J.COWAN ( ) CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE e oN SQUARE,ELEV 1561.29 ENGINEERING COMPANY rickene�neerin .<o 17 m m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE p M 34442 PARCEL 2 <p,a LOCATION: LOCATED ONE FOOT BEFORE No. 46568 orange $enoieeow"ea eSanWbObispoBakenfleld-SacemebmPhoenlxTunan e SHEETS YOU 0tci PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED NORTHERLY OF THE BCR 6-30-13 PREPARED UNDER THE DIRECTION OF: LI V I N G S M A R T HOMES P A R K SI D E y� ¢xp. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. c h, AT THE NORTHWESTERLY /+^� i; _NO. �Z DRIVE RETURN HILLSIDE 1-800-227-2600 CHECKED KEN A.SEUMALO RCE.No.56915 DATE si,�rF CIVIL \VOQ�! � G � 6111113 SCALE: DETAILS 1 8 g�? HILLS ROAD. CaIllaNDEast 2 wo UNDERGROUNDSERVICE o ALERT Og DESIGNED BY: DRAWN BY: BY: CITY ENGINEER OF CAV BARRY J.COWAN,RCE °C46568 (EXP,6-30-13) DATE DATE: R Erosion Control Notes 1. All erosion control plans shall be in accordance with City of Lake Elsinore storm water(non-storm water)are prohibited except as authorized by an individual o NPDES permit under the statewide General Permit-Construction Activity. Ordinance Nos,529,772,802,1237,1004,construction site Best tvlana ement GRAVEL FILLED 9 Practices(BM BURLAP BAGSP's),and standards outlined within the Lake Elsinore Design Manual 4. Potential pollutants include but are not limited to:solid or liquid chemical spills; 5 HIGH UNLESS 2. The developer/contractor is responsible for any discharges by subcontractors. OTHERWISE NOTED 5 BAGS wastes from paints,stains,sealants,solvents,detergents,glues,lime,pesticides, 3. In case of emergency,call Thuc Mlvashlro (responsible person) herbicides, fertilizers, wood preservatives, and asbestos fibers, paint Flakes or at (951)801-8724 (24-hour phone number). stucco fragments; fuels,oils lubricants,and hydraulic, radiator or battery fluids; 4 BAG 4. Devices to reduce erosion damage shall not be placed moved or modified without HIGH the approval of the Director of Public Works or,in an emergency,by the person concrete and related cutting or curing residues; fl reable wastes; wastes from responsible for grading operations. engine/equipment steam cleaning bl chemical degreasing; wastes from street S. Areas that are cleared and graded shall be limited to only the portion of the site cleaning;and super-chlorinated potable water from line flushing and testing.During 6' 6' that is necessary for construction. The construction site shall be managed to construction,disposal of such materials should occur in a specified and controlled SECTION F-F CURB CURB WEIR WEIR temporary area on-site physically separated from potential storm water runoff,with LINE LINE NO SCALE minimize the exposure time of disturbed soil areas through phasing and Scheduling ultimate disposal in accordance with local,state and federal requirements. of grading and the use of temporary and permanent soil stabilization. 5. Runoff from equipment and vehicle washing shall be contained at construction site 6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten(10)feet in height GRAVEL and must not be discharged to receiving waters or the local storm drain system. 10'WEIR FILLED FLOW (temporary or permanent)shall be stabilized if they will not be worked within 7 6. Appropriate BMPs for construction-related materials, wastes, spills or residues 2 BAGS BAGS days. During the storm season,all slopes shall be stabilized 24 hours prior to a shall be implemented to eliminate or reduce transport from the site to streets, HIGH (3 BAGS HIGH) predicted storm event.Construction sites shall be revegetated as early as feasible drainage facilities,or adjoining properties by wind or runoff. after soil disturbance and within 7-days of completion. 7. Material storage and staging areas shall be established. Fuel tank,portable toilets, 1 t 7. Fill slopes at the tract perimeter must drain away from the top of the slope at the liquids,gels and powders shall have secondary containment and be stored away STREET SUMP INLETS conclusion of each working day. from all private/public storm water conveyance systems,sidewalks,rights-of-ways GRAVEL GRAVEL 2 BAGS 8. The contractor shall be responsible and have signs posted on the site to warn BAGS FBAGSU HIGH NO SCALE against public trespass into areas where water is impounded. and flow-lines. 8. All portable mixers shall have plastic liners underneath with gravel bags places on 9. Dust shall be controlled by watering or other methods approved by the City s the down-hill side of the liners to contain discharges. Engineer. 9. Controlled street washing will only be allowed prior to the application Of asphalt SECTION E-E E FLOW I s 10. Placement of devices to reduce erosion damage within the development shall be seal coats and only when all pertinent drainage Inlets are protected. No SCALE E I shown on the approved plan. 1 a 10. All construction contactors and subcontractor personnel are to be made aware of m 11. Desilting facilities at all drainage inlets for the graded site shall be designed fora w » the required BMPs and good housekeeping measures for the project site and any GRAVEL 77 twenty-five(25)year,six(6)hour storm intensity.They must be detailed on the associated construction staging areas. a FILLED W x JL plans.Design and specific recommendations shall be submitted for the following: 1.1. Discharging contaminated groundwater produced by dewatering groundwater that ~ (2 BAGSSHIGH)777°'a x» r a) Desilting basin volume based on gradient and nature of soils. has infiltrated into the construction site is prohibited. Discharging non- a 10'WEIR b) The extent of all graded areas and identification of any temporary soil contaminated groundwater produced by dewatering activities may require a (TYPJ / w x x E stabilization measures. National Pollutant Discharge Elimination System (NPDES) permit from the GRAVEL FILLED �' c) Size of desilting basin outlet pipe and overflow. Regional Water Quality Control Board. BURLAP BAGS �A d Dike requirements, Show minimum wall width, sloe of walls, y slopes p 3 HIGH UNLESS q p percent 12. Storm water runoff shall not be directed over an slo s without permanent down r 45' compaction,etc. drains installed. Erosion and sediment controls including maintenance are OTHERWISE NOTED z e) Outlet conditions from the desilting basin shall not exceed downstream required on all exposed slopes until sufficient permanent landscaping has been limitations,with the exception of overflow,which Is to be designed to provide established. 100%slope protection must be in place prior to the Issuance of the capacity of 1.5 times the maximum design flow. final certificate of occupancy. 5' (TYPJ 12. Necessary materials shall be available on-site and at convenient locations to 13. Vegetation clearing and brushing activities shall not be initiated during the wet NOTE:TOP ELEVATIONS OF GRAVELBAGS 2 BAGS HIGH facilitate rapid construction of temporary devices onto repair any damaged erosion season on any sites which are not adequately protected with desilting basins or SHALL BE EQUAL TO ADJACENT STREET GRADE INLETS control measures when a 50%chance or greater of rain within a 48 hour period is other temporary drainage or control measures. TOP OFCURB ELEVATION NO SCALE forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency 14. Stockpiles of soil shall be properly secured with BMP's to eliminate or reduce SECTION D-D VELOCITY CHECK DAMS IN STREETS (NOAA). sediment transport from the site to streets,drainage facilities or adjacent properties 13. BMP's shall be maintained and inspected daily. All removable protective erosion via runoff,vehicle tracking,or wind. Stockpiles inactive for a period of 14 days or NO SCALE NO SCALE control devices shown shall be in place at the end of each working day when the more shall be covered;active stockpiles shall be covered prior to a forecasted rain. TABLE A five(5)day rain probability forecast exceeds fifty percent(50%). 15.Special attention shall be given to preparation and installation of the Rain Event GRAVEL BAG ROW SPACING TABLE 14. After a rainstorm,all project generated silt and debris shall be removed from check Action Plan(REAP)as required based on site Risk Level or as mandated by the STREET GRADE INTERVAL berms,onsite public drains and pipes,drains and pipes of adjacent properties and Santa Ana Regional Board NPDES Permit,General Permit-Construction Activities. desilting basins and the basins pumped dry.Any graded slope BMP's damaged 16.At the end of each day of construction activity, all construction debris and waste Less Than 2% 200, 75' during a rainstorm shall also be immediately repaired.Failure to provide effective materials shall be collected and properly disposed of in trash or recycle bins. 2% to 4% 75' 40' maintenance may result in penalties. 17.This site has obtained a National Pollution Prevention Elimination System 4% to 6% 40' 20' 15. Discharging of contaminated soils via surface erosion is prohibited. (NPDES)permit to regulate municipal and industrial storm water 6% to 8% 25' 15' 16. Construction access points shall be stabilized with a combination of rock and discharges. 8% to 10% 25' 10' shaker plates year-round to prevent track-out. Routine street sweeping shall be NPDES WDID# 8-33C308189 DATE WDID ISSUED: 11/13/1997 performed on all paved streets where tracking is observed. Vacuum sweepers 18.The undersigned civil engineer;a qualified QSP and/or QSD will review placement SILT FABRIC shall be used when street sweeping becomes ineffective. of insure that work is in accordance with the approved plans. I erywo n of d 0 CA 4-ysr 2'TO 5' TAMP DIRT OVER NPDES!Storm Water Pollution Notes STAKE TOE OF SLOPE (Signature)(RCE No.)(Exp)(Date) MAT/BLANKET 1. The developer and his contractor are responsible for implementation and y y y yy yy y J y y y maintenance of the SWPPP-approved, pre-qualified BMP's from the California _ y y Storm water Quality Association(CASQA)handbook/website for construction to y y y y retain sediments from areas disturbed onsite to the maximum extent practicable. The erosion control measures include those shown on this plan and applicable 6'x6"TRENCH WITH SWPPP as well as any additional erosion control measures(e.g.,hydroseeding, TAMPED BACKFILL » mulching of straw, gravel-bagging, diversion ditches, retention basins, etc.) • / / pQ dictated by field conditions to prevent erosion and/or the introduction of dirt,mud or / �y� MATS/BLANKETS SHOULD debris into existing public streets and/or onto adjacent properties during ANY •/ • % / S �Q BE INSTALLED VERTICALLY 1. phase of construction operations. DOWNSLOPE AS SHOWN v 2. Storm Water Pollution Prevention Plan(SWPPP)shall be kept on-site and made TYPICAL SECTION SILT FENCE o, •/ / / o� Q" available upon request of a representative of the Regional Water Quality Control. NO SCALE oMW Board(RWQCB)-Santa Ana Region and/or the City of Lake Elsinore. 3. Construction sites shall be maintained in such a condition that an anticipated storm ��Q�y� 1r �Q + does not carry wastes or pollutants off the site.Discharges of material other than yay�Q 2 INCH TO 3 INCH MIN. MATS (TYPICAL -ALL MATS) 0 A STAPLE OR SPIKE SPA / rF CING ACROSS SLOPE (TYPICAL -ALL MATS) NOTEtl 3 • / 1. SLOPE SURFACE SHALL BE FREE OF ROCK,CLODS.STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 2.LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN c m DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. C CAUTION! LOCATION OF EXISTING UTILITIES ON o THESE PLANS ARE APPROXIMATE AND TYPICAL SLOPE SOIL STABILIZATION m SHALL BE VERIFIED BY CONTRACTOR NOT TO SCALE $ PRIOR TO CONSTRUCTION. 4J�b d� G�(siv i REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE E L S 1 N O R E SHEET BENCH MARK: DIG ALERT COMPLIANCE WITH THE APPROPRIATE ES �a V J-1651 CITY OF LAKE ELSINORE Q1 '� 2 SOUTH POINTE DRIVE-SUITE 275 • g .DESCRIPTION: TBM SET SCRIBED 'X' CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 92630 WITHIN A CHISELED CITY AND STATE LAWS,AND A PERMIT . 949.588.0707 UNAUTHORIZED CHANOESr PRECISE GRADING PLANS OF e SQUARE,ELEV 1LED CALL CAN BE ISSUED. � BARRY J.COWAN� (FAX)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R y 7 BEFORE 46568 e» ENOINEERINGCOMPANY rickengineering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PM 34442 PARCEL 2 «� LOCATION: LOCATED ONE FOOT :: a or+nge San Diego wis obi g+kersfleld Sacramen-Phoenix-Tucson + SHEETS a m x00 R NO' wo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED e NORTHERLY OF THE BCR * Exo.6-30-13 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o Eoi AT THE NORTHWESTERLY a.1_4 A PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE G e i CURB RETURN HILLSIDE 1-800-227-2600 a + CIVIL ! SCALE: DRIVE AND CANYON CHECKED KEN A.SEUMALO RCE.No.56915 D TE elf VFpQ.S �o� //I I EROSION CONTROL DETAILS 10 o i o HILLS ROAD. Cal11atl leaRGROONDa YaRVaCEo e cavating. DESIGNED BY; DRAWN BY: BY: CITY ENGINEER OF CAl BARB AN,RCE °C46568 (EXP.6-30-13) DATE DATE: / R a. CONSTRUCTION NOTES O1 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310(MODIFIED PER DETAIL SHT 2) "�••,• ! ! I ' O INSTALL 4-PVC STORM DRAIN......................... SYMBOL ON PLANS: ================= (D CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG OJS 229 ! \ O4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 .................._...................................................... SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS OS CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2........................_............... SYMBOL ON PLANS: ❑C7 ") _ / / / �\ �, L-- PAR E iv bANY0N� .Ir� J LL SPDR - S PARK �q(-J644/ � \ 70 00 r TO THE LAKE ECIFY OF \\ LLI W '. r „r -- - _ ARCEL 2 /'�,• �, r-" -.,._._ ..... BOUNDARY.,. r,. ') -r 7 W rr ' -FG 1532.0 FG 1528.3,., - j } _ N /CONC DITCH BLOCK WALL -__.___ A _ _ _._._..__,__ BLOCK WALL --- - _ 10 .. _- 10FL 1532.3- - 1-. _ - (TYP)- - (TYP)------- --- -------- - ----------------- ------ -- - % / FG 1528.8 t - ) El FG 1532.5 FG 1528.8 TG 1528.1 FG 1528.5 FG 1528.0 FG 1527.5 10 VINYL FENCE FG 1527.0 } FG 1528.4 FL 1527.20 TG 1526.95 � FG 1528.2 TG 1527.45 X � (TYP) FG 1527.2 �, � 4 I / > -► -► -► X -►^ -► FL 1526.60 FG 1527~ -� --► FL 1526.10 FG 1526.7--► T ................0 FG 1529.3 _ /FG 1528.E / FG 1528.4 FG 1528.2 yT FG 1527.8 FL 1520 lT FG 1526.8 l FG 1528.3 FG 1527.3 J! I FG 1529.3 I FG 1528.2 FG 1528.0 FG 1527.7 FG 1527.5 FG 1527,2 FG 1527.0 y FG 152J�FG6.5 } 1 FG 1528.2 +T is I FG 1528.E B III �� I j I } FG 1528,8 BLDG 21 � BUD G 22 BLDG 23 BLDG 24 TUBE STEEL 10 / �� FF 1528.93 FF 1528.45 ` FF 152734 FF 1521.45 FENCE IiYP) BLDG20 rG 15ze.t PE 1528.26 yT PE 1527.78 l PE 1527.27 +T PE 1526.78 I I FC 152�8.7 J� FF 1529.50 FLI i 1528I_0 ;I; FG 1527.7 FG 152T.2 FG 1526.7 J I I I y Y PE 1528.83 u ON D TCH PE I FS 1529.40 ++ N = I I �tOUGH G AD N PLANS I !F GFR=1528.35 FG 1528.0 GFR=1527.87 FG 1527.5 CFR°1527dS FG 1527.0 GFR=1526.87 �^• 10.0' 63.9' FG 1528.8 FS 1528.90 FG 1528.2 II FG 152T.8 1 FG 1527.3 1 FG 1526.8 o F �I f EX RiIN [� C -X (TYP) 1 Ian 3 b F8.45 Plan .2 C fF 1527.94527.45 n FG 1529.1 VINYL F(EN ) 10 Plan 2 a FF 1528.93Plan a FG 1528.3 I I r� �� FS 1528.60 i FS 1528.12 �, FS 1527.61 �; FS 1527.12 FS 1528.50 FS 1528.02 1. S ` I TG 1528.45 ��� FG 1528.8 \ t0/ TG 1528.1 TG 1527.5 TG 1527.0 TG 1526.5 FS 1526.97 P FL 1527.60 \� 0 FL 1526.70 FS 152B.08 (TYP) L FS 1521.52 FS 1527.4E FL 1526.10 FL 1525.60 FL 1525.10 FG 1527.84 FG 1527.32 FG 1526$i FS 1526.55.F FG 1528.7 FS 1528.5E GFF=1528.15 a+ GFF=1527.67 my GFF=1527.1E �F�96 GFF=1526.67 FG 1528.3W W w RIM 1528.2 FS 1527. S 88 FS 1527.34 FS 1526.88 FS 1526.3E 6 6 RIM 1527.22 6 ' FL(IN)1526.60 �`;.� � � --,� o I / TG 1528.5 '\� LJ�` T ... ..... _.h a FL fIN)1525.50 101/ �y I I y, FG 1528.7 F. 3, " 7 RIMRIM 15� ry^- + FL 1527.30 ""��, ,,. <vs TC 1527.95 -ti RIM 1527.74 5 ^dry ^ryo ^�`� ^q`O ��_ 0 5 ;'� r� fs � SHASTA DRIVE aN)1szs.o o .� 2 PCR FL(IM 1126.00 0 o FG 1529.0 FS 1529.30 ;' J zB.19 9 4 $ I I FG 1529.0 _- RIM 1528.5 II FG-521.T 2.1Y, 5 ,, 7S sr CAUTIONI LOCATION OF EXISTINGr F FL ON)�527.10 L/ iuii L 10 5 0 10 zo' 30 FS 1528.80 6 2g'02 r' UTILITIES ON gg THESE PLANS ARE APPROXIMATE AND SEE SHEET 5 SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' 4vnb 6v REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: SHEET ` BENCH MARK: DIG ALERT CITY OF LAKE ELSINORE 4 m S CITY OF LAKE ELSINORE COMPLIANCE WITH THE APPROPRIATE QpOFFSSIONq� 2 SOUTH POINTE DRIVE,SUITE 275 -1651 g o DESCRIPTION: TBM SET SCRIBED 'X' CONDITIONS OF DEVELOPMENT AND/OR AKEFOREST,CA9263o WITHIN A CHISELED CITY AND STATE LAWS,AND A PERMIT �� 949.588.0707 UNAUTHORIZED CHANGES PRECISE GRADING PLANS of SQUARE,ELEV 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN (FAx)949.58e.o7o9 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 17 q?M LOCATION: LOCATED ONE FOOT BEFORE No. 46568 m ENGINEERING COMPANY rickenglneering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PM 34442 PARCEL 2 _ YOU uIc! or.nee S,,DI,W-Wem1de-5,,L.1,Obispo-B,kenfeld-5acremenw-Phoenix-Tucwn PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED : SHEETS NORTHERLY OF THE BCR 6-30-13 ¢xo. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o Ei AT THE NORTHWESTERLY � 1 PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE a at /I try FILE N0. CURB RETURN HILLSIDE 1-800-227-2600 J} CIVIL 2 DRIVE AND CANYON CHECKED KEN A.SEUMALO RCE.No.56915 DATE �l�r �. �cCGt.:g, G) Cp.,,pw� B1//�/*J SCALE: HILLS ROAD. Calla D)aR ZROkNDdays",a, a exmating. DESIGNED BY: DRAWN BY: BY; CITY ENGINEER OF CA�YF �� PRECISE GRADING R BARRY J.COWAN,RCE C46568 (EXP.6-30-13) DATE I DATE: ! I I 55 F�6.60 ^ A RIM 1528.2SEE SHEET 4 TG 1528.5n �F ^� <o to'FL 1527.30 � FG 1528.1 < \,TC 1527.95 ' 'L � �, ti RIM 1526.73rC � PcR t A' �^ SHASTA DRIVE \FL aN)1szs.oG �` v FG 1529.0 FS 1529.30•'0 IS28•19 •T9 4 V 1' FG 1529.0 RIM 1528.5 05 1J I FG 1528.7 � 2yX FL(IM 11527.10 U (6�•J 1S28.p2 FF 1529.73 FS 1528. j`7C TUBE STEEL i 10 10+c 0 10,50 _.. 11100 FENCE(TYP) FG 1529.1 �•,, - t FS 1529.40 ,FS_1528.44 10.0' 56.0' I I I FF 1529.73 1.0� y, c 1527.57 ^A °� y�°P RIM 1sz6.e � ht`'�^ I PE 1529.06 F - hti yti _ RIM 1521.70 hti 5 ~ll d wN < ? 2 PCR�4 h" FL(IW 1525.70. k".. TC 1528.59 FG 1529.0 � PCR FS 1527.57 - FS1526.92 rd !! FS 1526.44 - I RIM 1527 66 6 U I I I I FG 1529.1 TO 1527.40 RIM 122 9^ / 5 FL(IN)1526.20 (TYP) 1 1 tJ F 1529.2 FG 1529.1 FL 1527.40 ROM 1527.30 / � F 1527,76 GFF=1527.58 GFF=152T.24 If GFF=1526,75 FG 1529.0 FG 1529.0 = F 7S2 FS 1527.71 FS 1527.09 x C A FG 1526.9 1� S0 i f f - �, FG 1527.34 4 I TG 1528.75 U6 d If IL 126.40 FS 152759 T i FS 1528.21 f0 152T.6 ONC I CH P R FL 1527.90 FG 1529.3 FL 1526.40 as FS 1527.69 TO 1526.E1. 0 G G A ING PLANS 2i TO 152T.1 FG 1527.4 �f FL 1525.30 } FS 1526.93 { I I FG 1529.3 �1 FS 152 ��'- tC�5- i) FF 1530II,09 2,5%X FG 1527.7 [� FL 1525.80 D z I I Ian 2a Ian Jb , FF�02 Plan la FS1527.43 ' FS 1528.97 �� r' 1 FS 1529.1E C I TO 1527.5 FG 1526.8 �•�" FG 1527.1 FG 1526.E FG 1529.4 FS 1529.76 _ TO 1528.31 FL 11527.5 GFR=1527.78 GFR=1527.44 GFR=1526.95 I P R FC 152T.T 10.0' r BLDG 18 i' FG 1528.5 666 I FF 153009 BLDG 69 a FG 1527.3 BLDG 70 L FG 1526.9 BLDG 71 i I i i PE 1529:42 I FF 1528.3E FG 1527.E FF 1528.02 F FF 1527.53 EX R/W I I 1.0� BLOCK WALL o PE 1527.69 PE 1527.35 PE 1526.8E 1 it (TYP) ; FG 1527.4 FG 1527.7 FG 1527.6 FG 1527.1 FG 1527.E FG 1527.3 FG 1526,8 FG 1526.E ' I I FG 1529.3 ► FG >529.4 TO 1529.2 RIM 1529.42 2.X I FG 1527.5 FG 1526.8 I V FG 1529.4 �1 FG 1527.3 TO 1526.55 I I (TYP) FENCE FL 15...70 J G FL 1525.70 10 (TYP) FL(IN)1527.60 `/ FG 1526.7 i FG 1527.E TO 1527.1 _ : FG 1527y -- -� �► fir:::="`:_- ::-FG 1529.3 I I FL 1526.20 f FG 1529.5 TG 1529.1 FL 1529.04 fG 1527~ FG 1527.5 -' -- LLJ ' r FLu G 1529.52• Fyn X FG 1527.0 / ; 1 FL1528.20 FG1529.6 _ (TYP) 1 "' 15ti9• '0 0�p X X X X X X X X X �- X N / I FS 1530.11 FG 1528.9 FG 1528.2 TO 15217 FG 1528.0 VINYL FENCE 10 FG 1527.E FG 1528.1 (TYP) FG 1527.5 W 3.4X FL 1526.80 X FG 1527.9 TO 1526.40 X lJA PAR�EL 2 I I FS 1529.91 FS 1529.49 l I FG 1528.2 -► -► -► - FL 1526.40 -y -� --.. N B UND R FG 1529.8 1 I TG 1527.9 FG 1528.2 FG 1528.0 FG 1527.E o, t 64.a BLDG 17 2 0 „ FL i527.00 O FG 1528.0 FF 1530.51 +�! PE 1529:84 v I I FG 1528.1 `7 FG 1528.0 FG 1527.8 FG 1527.E FG 1527.9 C tia�ti' I BLDG 68 FG 1528.2 BLDG 67 BLDG 66 FF 1528.90 FF 1528.64 ;; FF 1528.26 IPE 1528.23 FG 1528.o PE 1527.97 PE 1527.59 I, ITO FG 1527.8 FG 1527.5 FG 1529.7 FG 1529.8 FG 1529.8 FL 1527.i0 FLRIN)1521.60 U I C FG 1528.2 FG 1529.55 - i, FG 1529.0 GFR=1528.32 a GFR=1528.06 GFR=1527.68 Il .-•' ��-X : - Fl 1529,24 I I m FG 1528.2 'I FG 1527.6 " I COIN U DITC PER �. FG 1529.8 M,g,,,�,:=.+.+c - -- FG 1529.72 - -� FG 1528.1 '� R UGH OR DIG LAN rN'C0 6 TO 1528.0 h FF 1528.2E FG1529.61 Plan 3a Plan 2a FF1528.64 Plan 3b FL 1526.70 FG 1529.5 , �j 2°a TG 1527.1 FG 1527.94 FS 1528,31 FS 1527.93 FL 1526.40 a I TO 1529.25 FS 1529.63 FS 1528.80 FS 1528.21 I 1 5 527.83 ' I FL 1528.30 2A/. FS 1529.50 " FG 1528.2 FG 1528.0 _ FLG1526.00 FS 1530.13 15 ; TC 1528.14 FG 1528.23 FS i528.30 �1 (TYP) 1 FS 1527.79 FS �., I I I" FG 1529,E v PCR"" FG 1527.6 o ` i i GFF=1528.12 GFF=1527.8E a 1 A I GFF=152T.48 1 A 1 1 0G 16 VV �� FS 15 i VV VV to.o' 653' FF 1530.28 30 28 s RIM 152e 13 Q `;. 6 FS 1528.12 27.61 FS 1527.22 PE 1529.61 FL(IN)1526.50 ^ _- g ! I I TUBE STEEL 10 1.OY. 5551 �� ^ ^y ^� FENCE(TYP) j �' FS, �S� y'L RIM 1527.95 5 ^�. "� RIM 1527.. 5.� yti TC 1528.06\ \ FL(IN)1526.20 FL(IN)1525.90`J RIM 1529.45 FOR I/1I o' �V l I 1.1 I TO 1529.2 Q- FG 1529.61 FL(IN)1528.10� FG 1529.5 I FG FG 1529 FFG1529.6 15295 c_ _� -' .'.......... F N 7 FL 1528.30 FG 152955 e 6 FL 1528.g6 c `4 8.95 alsoE fioo UNDER SIDEWALK DRAINIFG(1530.7) FG(1530.5) �� „YY RENT N D IV► 21 F" ......." FL(1 4) AND DETAIL SHEET Z NS�,j 1, k I �TFL(1529501 C- �' FL(1529.70) .�„ � - FG 1529.8 �FG( CONSTRUCTION NOTES '�► 1 I - �_ � � 0` FG(1530.fl ► FG 1530. O1 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310(MODIFIED PER DETAIL SHT 2) €o CAUTIONI LOCATION OF EXISTING UTILITIES ON o 5 0 10 zo 30. Q2 INSTALL 4'PVC STORM DRAIN................................................................................................................... SYMBOL ON PLANS: =::=:::::=::===== (�7 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG •JS 229 C g THESE PLANS ARE APPROXIMATE ANDSEE SHEET 6 O4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 ... ............................................... SYMBOL ON PLANS. ® 10 SEE LANDSCAPE PLANS W, r SHALL BE VERIFIED BY CONTRACTOR GRAPHIC SCALE 1"= 10' 5 CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2............-......._. ❑O $ PRIOR TO CONSTRUCTION. IuQ6 pv' G/(3/(5 O SYMBOL ON PLANS: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: SHEET BENCH MARK: DIG ALERT CITY OF LAKE ELSINORE COMPLIANCE WITH THE APPROPRIATE �1pFES510^rq 2 SOUTH POINTE DRIVE-SURE 275 d-t s51 CITY OF LAKE ELSINORE - ( S DESCRIPTION: TBM SET SCRIBED 'X' CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA92630 PRECISE GRADING PLANS F, WITHIN A CHISELED CITY AND STATE LAWS,AND A PERMIT 949see.0707 UNAUTHORIZED CHANOE8L OF pt0 SQUARE,ELEV 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN (FAX)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS W[LL NOT BE FOR 17 ENGINEERING COMPANY rickenglneering.com BEFORE m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE <�^ LOCATION: LOCATED ONE FOOT YOU DIG! No. 46568 orange SenDiego-Riverside-SanLul,Oblspo-Bakmdleld-Sacramento-Pl-L,Tuaon PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED PM 34442, PARCEL 2 SHEETS NORTHERLY OF THE BCR * 6-30-13 AT THE NORTHWESTERLY19 P��' yq E"D' PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LIVINGSMART HOMES PARKSIDE FILE NO. DRIVE CURB RAND R CANYON UNDERGROUND 1-800-22 SERVICE CHECKED KEN A.SEUMALO RCE.No.56915 DATE J?�lf CIVIL ��! Q 6��7�I3 SCALE: UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CAUY - PRECISE GRADING a o HILLS ROAD. call at least 2 working days prior to excavating. BY: CITY ENGINEER BARRY J.'COWAN,RCE •C46568 (EXP.6-30-13) DATE DATE: 19 FG 1529.61 SEE SHEET 5 FG 152_ ---9. TO 1529.2`FL 1528.30 FG 1529 55-" r 6 ft 152g 96 FG 1529.8 FG 1529.6 C g5 I I I I FG 1529.7 F�15�8' RENTON DRIVE FG 1529.5 _.a. 10+50 11+00 f1530.7)1 !' FG(15305) -- �► FL 1e71 C -' FL(1529.04) R--- ERESTREDETWIMP PLANS I I '`FL 1K29.501 C- AND DETAIL SHEET 2 FL(1529 FG 1529.8 �FG 11530.2T) -" -� FG 1529.7 F IN u -RIM 1529.5 5 1153 -_ 0.0 oy4 FL 7529 y A ti j I X "_'fir-= '_'- _ 1•/ �.i �i y. FG 1530.2 o�rrr: FG 1529.8 '07 q,- ti/ RIM 1527.51 FG 1530.36 c 152r.9e �� / �� IN) 90� i FG 1529.9 1 1525 TO 1529.E A° � PCR FL I 1528.70 FG 1530.0 _ .. ._-. FG 1529.9 7j �5ti9 6 FS 1527.83 _.__ ___.._,., FS 1527.32 FS 1530.23 6 LJ I c, 0 6 I o RIM 1527.91 !�1 ~�''•., I �I i ! I I FF 1530.6E 2�A FS_1529.55 5 FL(IN)1526.60 M M I TUBE STEEL FS 1529.73 FG 1528.0 Zat GFF=1527.84 GFF=1527.5T IFENCE Mr) 10 FG 1530.0 0 (TYP) 1 FS 1528.02 FG 1527.64 rc1� FS 1530.33 TO 1527.8 o FG 1527.9 1 (TYP) FL 1526.10 FS 1528.52 FS 1527.75 10.0" mt ", FG 1527.1 `f Tt.f �! TC 1529.07_ �p FL K26.0 l BLDG 15 t.or I FF 1530.66 � PCR �� 1; P Ian 2 b ;; Pan 1(� FS 1528.25 -f' PE 1529.99 >� FG 1528.0 Tc 1529.53 GFR=1528.04 GFR=1527.77 _ F� G 1527.5 �'•• •,.J_,- I FG 1529.9 RIM 1530.0 0 FG 1529.7 •`•.,,, _ © FG 1530.0 FF(IN)1528.20 TO 1527.75 FG 1530.0 FG 1118.0 FG 1527.6 FG 1530.1 FG 1529.9 FL 1526.90 BLDG 50 FG 1521.9 BLDG 51 .....====•'"`" F 1529.SB I� FF 1528.62 „ FF 1528.35 TO 1529.7 = +t'• FL 1528.30 6 1 PE 1527.95 PE 1527.68 TG 1529.65 i, I FG 1527.1 CO C U DITCH,P R FL 1528.80 FG 1530.1 FG 1528.0 1� FG 1527.5 R UG OR DI G LANS VINYL FENCE FG 1530.3 �I 10 (TYP) FG 1530.3 II FS 1530.74 5ti 0X FG 1527.7 FF 1531.17 4�7. FG 1527.9 FG 1527.T 2 I FS 1530_06 FS 1530.24 FG 1527.8 FG 1527.6 TO 1526.95 I N p BLOCK WALL I �- -► -► -� -� _yFL K26.iy FG 1530.5 / � .1' ! 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FS1530.38 �i GFR=1529.14 r,GFR-1528.91 r u 10 FS 1530.6E FG 1528.95 FG 1529.05 TO 1528.5 II Q FENCE STEEL I TO 1529.95 L FL 1527.20 V EX R/W 0 NDA Y ` TUBE STEEL FG K30.5 Plan 3 a P a n 2 b FF 1529.49 10 I 75.9 L.+ FG 1528.74 FS 1529.16 BLDG 13 TC 1529so . TO 1528.7 FG 1529.0 I FF 1531.18 t,0y. PCR FL 1527.40 t t FS 1529.0E FS t529.57 FG 1528.8 FS 1528.64 PE 1530.51 $ RIMG 1528 99 �e FS 1529.01 CFF=1528.94 GFF=1528.71 I II Q- \ 5 FL(IN)1527.30 W �1 � FG 15 L- RI M 1530.1 5 FG 1530.4 30.4 FL(IN)1528.20 6 I FS 1528.92 6^ FS 1528.47 TC 1529.9 9 �! FL 1528.4 ti` I FG 1530.5 _ I FG 1530.T G1530.2 ° O 1929 TC 1529.07 yti`D ��y yti� \\__._RIM 1528........67.n y'i0• $ I -� PCR FL(IN)1527.00`J v v v N I I FG 1530.1 Fs 1530.02 I I II i" I FS 1530.17 �TC 1529.88 I I / FS 1530.27 PCR ! i �/;z FG 1530.2 73+g 14,00 1530.1 S TC 1529.8 BLDG 12 �� k� o 10.0' FL 1528.90 Q � oy, CA ISSA DRIVE P� m , �. FG 1110.2 FF 1530.87 /� FG 1529.9 ti� TC 1529.35 �I r�11 �R PE 1530.20 5 RIM 1529.66 /, 6 •,FS 1529.62 /, ._PCR o FL(IN)1527.80 (. S SEE SHEET 7 CONSTRUCTION NOTES FG 1530.2 n FG 152874 " mm o ' .,. „ r, (J CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) CAUTIONI LOCATION OF EXISTING UTILITIES ON 6` 0 io 20 30 ® INSTALL 4-PVC STORM DRAIN ................................................................_................................................. SYMBOL ON PLANS: --�-------------- OT CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG •JS 229 8 O4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 ........................................... SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS -$ THESE PLANS ARE APPROXIMATE AND w r SHALL BE VERIFIED BY CONTRACTOR $ PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' OS CONSTRUCT BUB R DISCHARGE�,JN'PER DETAIL SHT 2........................................... SYMBOL ON PLANS: ` ` BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE E L S I N O R E SHEET DIG ALERT COMPLIANCE WITH THE APPROPRIATE E5510 2 SOUTH POINTE DRIVE-SUITE 275 J-16510 CITY OF LAKE ELSINORE 7 LAKE FOREST,CA 92630 s o CONDITIONS OF DEVELOPMENT AND/OR ;m DESCRIPTION: TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT 949.588.0707 UNAUTHORIZED CHANGES, OF PRECISE GRADING PLANS WITHIN A CHISELED w CALL CAN BE ISSUED. BARRY.J.COWAN (FAX)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 17 SQUARE, 1561.29 BEFORE ¢ 46568 m ENGINEERINGCOMPANY rickenginee,ing.-I RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE rc� LOCATION: LOCATED ONE FOOT No. on nge San Diego-W,,aide-San Lao Obi: Bakersfeid-Sacramenro Phm,k-Tecwn PM 34442, PARCEL 2 SHEETS rou OIc! P PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED NORTHERLY OF THE BCR * 6-30-13 AT THE NORTHWESTERLY � p{ K L// E%P' PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. L I V I N G S M A R T HOMES P A R K S I D E FILE N0. CURB RETURN HILLSIDE 1400-227-2600 KEN A.SEUMALO RCE.No.56915 DATE �l SCALE: J) CIVIL g DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED OF CAV1E� `^ Q �"�`- 6�ii PRECISE GRADING R g HILLS ROAD. call at IBast 2 working days prior to excavating. DESIGNED 8Y: DRAWN BY: BY; CITY ENGINEER BARRY J.CO AN,RCE •C46568 (EXP.6-30-13) DATE DATE: i I _.,.76.2' TG 1529.BFG 1530.1 BLDG 12 �� T S `�"� .� wo' FL 11529.8 SE oh CAR�ISSA DRIVE \ t FF 1530.87 FG 1529.9 9Y e ro rym ti I; FG 1530.2 PE 1530.20 /� TC 529.35 ,y'L ^y4r 5 RIM 1528.87 h`�' +hti O RIM I1528.56 ,y tis i � y. PCR FL(IN)1527.00 _ FL(IN)1526.70 _ 9I 1 ;. 5 RIM 7529.66 -iq FL(IN)1527.80 FS 1529.62 f 1't a \ 6 FS 1529.14 . FS 1528.82 m FS 1528.51 �'+ FG 1530.2 � FG 1529.74 a� "FS1529.81 v� RIM 1529�27 ,�,�, ^^ ^^ ^^ FG 1530.0 'TG 1529.45 (; LJ g �!`J 'V I m� FG 1528.97 I V I >e} 11'I FL 1527.90 FL(IN)1 27.40 GFF=1529.16 ai FS 1529.01FF=1528•TG 1528.3 � Q7 FS 1529.29 TG 1528.6 ° IT YPI 1 ! ! i + t / ! t ! 't i? ` \; - FS 1530.31 FL 1527.10 FL 1526.80 Lq m �f / } ! !i ?;`�, `, TUBE STEEL FG 1529.37 FS 1529.79 ! ..-.i.�. } i t ? \. ` ,0 O FS 1529.51 FENCE(TYP) TG 1529.0 FL 1527.50 �� �� " FS 1523.75 ,,+��' t i ' ` l ? `�i 1 \, �l>l\ ,y,` \` 1 ` FG 1530.1 FG 1529.E FG 1529.741 _ P/``-/ FS 1529.17 ,, \; \ FG,53D.2 Plan 2c Plan 3b O /i I ; 1 i \ it Ll „ / FG 1529.3 -FG 1528.9 FG 1528.E 6 15292 FG 1528.8 FG 1528.5 i GFR=1529.36 GFR=1529.03 ! J ' } j �j t ts• i1 % i \ , ` `t ;, 4 ; �- 1 BLDG 11 FG 1529.1 FG 1528.8 FF 1530.41 FG 1529' BLDG 10 BLDG 9 1 \ FG 1530.3 : FG 1529.6` \ PE 1529.74 FF 1529.94 FF 1529.61 Z `i i i \ 't\, '\ l ` 1 O I i ` PE 1529.27 PE 1528.94 FG 1529.7 FG 1529.2 FG 1529.3 FG 1528.8 FG 1528.9 FG 1528.5 ' V I i \ I , `•i ; ,i CONC,U DITCH P R ''! 1 '\ � 1 1 ROUGH GRADING PLA S, i \ FG 15' TG 1529.3 �'� FG 1528.9 TG 1528.20 FL 1528.40 FG 1529.7FGFG FL 1527.30 ' FG 1528.8 FG 1529.8 - FG 1529.6 X TG 1528.9 TG 1521.1 FL 1528.00 FENCE FG 1529.5 FL 1527.60 TUBE STEEL 1 t 10TUB FG 1529.1 i /7�\ i , t ,\ ;` :\ '? ' 4 \ ' '` '\ \ \1 i i ? ,y=/ _-_ `_ \ FG 1530.8 FENCE(T P) 10 YP) FENCE(T t -_ _.. _ _ .. _ .....". .. _........ ....... __ ._- ..... -_ _ ....-. --- ..._ . ? ..._..__...._... ._......-_-._- -- �`�-'-----�...--GONG J DITCH PER .... _, ._._ _..._ i, .................. yit �1 ,1 i �`.��`�._...._.....__.. .. _...-..._.- -.... `--__-..._ ....... ROUGH_GRADING PLANS- ----------- ____... ....___...._._......___......._.._.__ _ _..._ ...... ................._.._ ._,.... .f-�.i:_ i PARCEL 2 `t .� i s \ \ ` t 'y \ \.__.:.,.....__.._._._ - _._-_ _.._ .. ...__.. --i ,,. ........__ ...._..,___. ... _ r I BOUNDARY .. ._.... -- _ ... __ _. _ r .............. --- \ _._ -- ._ _. .... _._ _ ._ H \ _ UJI .._..._. ........ "` _ .__........_..___�._,-.. ......__ _ _ N _-_ _.. _._-......._�_......... ....... ... ........... N __ _ - _ --_ _._ i v _....... _..... _ w Lu ........_ ,_ .. ....._.- ..... ........... ... ....... _ - _ _ __ a _ _ - .-_ ..__................... .. .. _ - _ .._.....__ _., ... _ ..... .................. ........ _ ....... --- _- - - - \\ ARCEL 2 II ' .-_..__......._ ........BOUNDARY /f/j/f�J - _ - 1 - - __ _ .....-_.. .................................................... J \ I r 4 ------------- EX SIDEWALK - - ------------ -f -------------- / r _ - - A _ _ - - - i yt _.... I" o - - , 7 , r 1 1� \ \ : `It - \ EX 0WAT 1� N 1 l _ r -- t \\ _- C. 48 STORM DRMN C ' l 8 i 1 \. -_- --k"---------__ EX m - _-- - - - 1 � HILLSIDE DRIViE r' ' it m _ t CONSTRUCTION NOTES o -O CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE.PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) ao 2 INSTALL 4"PVC STORM DRAIN ................_....._.__..-_..__......,...,,,,........... ............_. SYMBOL ON PLANS: =======________== 7 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG-JS 229 _ CAUTION! LOCATION OF EXISTING UTILITIES ON 10 5 0 10 20 30 O O 8 N THESE PLANS ARE APPROXIMATE AND > O4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 ... .......................................... SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS r SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' 9J/Jq d✓ 6(13//3 Q CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2_. _.__ .__. SYMBOL ON PLANS: BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY O F LAKE E L S 1 N O R E SHEET COMPLIANCE WITH THE APPROPRIATE ESSI J-1651 o CITY OF LAKE ELSINORE DIG ALERT 0, � 2SOUTHPOINTEDRIVE-SUITE275 -7 CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 92630 �c DESCRIPTION: TBM SET SCRIBED 'X' ° PRECISE GRADING PLANS OF WITHIN A CHISELED o - CITY AND STATE LAWS,AND A PERMIT `yam 949seam07 UNAUTHORIZED CHANGES. SQUARE,ELEV 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN (FAX)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 1.7 T Y._ ENGINEERING COMPANY rickengineering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE n LOCATION: LOCATED ONE FOOT - BEFORE -_ po, 46568 = PM 34442 PARCEL 2 YOU DIG! orange San Diego-Riverside-San Wis Obispo-Bakersfield-Sacramento-Phoenix-T- PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED + SHEETS NORTHERLY OF THE BCR * 6-30-13 AT THE NORTHWESTERLY _ � ,•„� Exo. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. p�I!y/i PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE FILE No. o' CURB BE AND RN HILLSIDE 1400-227-2600 CHECKED KEN A.SEUMALO RCE.No.56915 DATE �'tf CIVIL �R G 6/j� �9 SCALE: g H of HILLS ROAD. CIIIYONU DMER ZROrklingdaye Prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER OF CAIY u PRECISE GRADING s BARRY J.COWAN,RCE C46568 (EXP.6-30-73) DATE DATE: CONSTRUCTION NOTES 0 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) O2 INSTALL 4'PVC STORM DRAIN ................................... SYMBOL ON PLANS: ----------------- 0 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG *JS 229 (24 CONSTRUCT GRATED INLET PER DETAIL SHT 2 ........... .... .............................................. SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS 0 CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2.......................................... SYMBOL ON PLANS: Fill .l..� \ f. ,, CANY0N rJJ LLS SPOR -PS F'A .RX L I 2006-2; JOIN EX SW � /r \ FS(1519.2T) 1 FS 1519.43 �\ 6'CURB \ Rao r 1 T _._..._... __ EX SLOPE& = FS 1521.13 c.. APING EASEMENT' 6'CURB W ' TO THE CITY OF \ !I �.` ._.. \�`.,.._-_._..--- _ .,::..,„.,. .. F � BOUNDARY �m, J ` f nn „ �- - _ .. .... .LAKE ELSINORE,....- .. Lu W _________,_.� \. _..._-,._-......-.. _ -........................------..................................................... _ - - -_ -- - LILI W _._ __.. - ._.._ ..--- - _....- _...... _. _ -- - __ _.. _. . . __ -- ----- uLuj - - - -/-� -_ _, R -BLOCK WALL- _ ._. . ...._ - _ j\ _ -R BLOCK WALL 10 ------ _.. C1 -=- -- __.___._._...___ 10 (TYP) -R _ .. ---- ------------=--- ----- ---- __ .--.1---- : ------ -- -- (TYP) -- - --------�G 1524.5 FG 1524.7 FS 1522.81� FG 1527.0 FG 1526.5 FG 1526.0 FG 1525.5 FG 1525.2 FG 1524.6 FG 1525.1 El FG 1525.5 VINYL FENCE FIG 1524.8 X VINYL FENCE ?z FG 1526.2 y TG 1525.45 )( 12 10 ITYP) FG 1525.2 y ` 10 FG 1525.2 X -i FL 1524.60 _y �- r f- tTYP) FG 1526.T X -► FG 1525.7 --� ® X �_- -� _� FG 1524.4 FG 1524.9 - - -� �" TG 1525.95 TG 1 44.95 � FG 1525.3 FG 1524.8 ,,r;';_-..,._.,_,,,,,.. TG 1524,55 FG 1526.8 FL 1525.10 FG 1526.3 FG 1525.8 FL 1524.10 FL 1523.70 FG 1525.3 l FG 1526.7 FG 1526.5 FG 1526.2 FG 1526.0 FG 1525.7 FG 1525.5 FG 1525.2 FG 1525.1 FG 1524.8 FG 1524.9 FG 1525.1 FIG 1525.3 \ FS 1523.75 BLDG 24 BLDG 25 BLDG 26 BLDG 27 (_/ n1LD1 28 BLDG 29 FF 1527.45 FF 1526.96 FF 1526.46 " FF 1525.97 JF25.59FF 1525.99TC 1524.E TG 1523.8 1 TG 1524.1T 24.92 PE 1525.32 PE 1526.78 „+T PE 1526.29 +T PE 1525.79 +T PE 1525:30 FG 1525.1 FL 1522.80 \ FL 1523.30 III FG 1526.2 II: FC 1525.7 1 FC 1525.2 FL 1523.0 FIG 1524.7 FG 1524.9 �,'� FG 1525.3 FG 1524.4 FG 1525.1 oR OFR=1526.87 FG 15265 7152= 638 FG 1526.0 GFR=1525.88 FG 1525.5 GFR=1525.39 GFR=1525.01 GFR=1525.41 FG 1526.8 fG 1525.8 FG 1525.3 TG 15241 FG 1524.7 [tI]E I 0 q FS 1524.06FG 1524.8p y� h pry Z pFL 1523.20 p �yy� h pIan 3 a F 527.45 V FS 1526.8E �I ,,,) F26.46 Ian 2 a FF 1525.97 \ E�.N51'L1'O =:_: _,,,,.r_�1 r_:-'-::::::- FF 152 V V FF 1525.99 Plan 2 C FS 1527.12 FS 1526.13 FS 1525.64� T TC 1523.9 FS 1525.2E I Iy FS 1525.6E FS 1526.3E ''II,, I� O 7 i ?I TG 1524.E t j k FS 1526.03 FS 1525.54 r� r� ' s?9 \ FL 1523.00 FS 1525.1E o FS 1526.97 TG 1526.0 I TG 1525.5 TG 1525.0 {ply �PRONLET �s�,� i��` O \ FL 1523.20 UYN 1 FS 1525.53 FL 1523.60 FS 1525.04 '2 \ s2 0 FS 1525.51 FL 1524.70 i FL 1524.10 \ FS 1524.74 1 (TYP) FG 1524.93 FS 1525.09 -- FS 1526.55 'FGy G 1526.35 .FG 1525.83 .F&1525.14 \ :e a i GFF=1526.6T "�� GFF=1526.18 GFF=1525.68 OFF=1525.19 a \ 11I o1+ GFF=1524.81 I T I 4 GFF=1525.21 W 1 W t W a uV uV 4� a FS 1526.36 6 FS 1525.86 © FS 1525.36 ^ FS 1524.87 \ FS 1524.5E n FS 1524.98 y�lJ .,,.., �.-.__.._____., w^ c! a� '1 "-•.�TM~ F'�'F�1a"P��� 'O h� RIM 152625 ''• h• RIM 1525.73 _RIM 1525.24 RIM 1524.83 -- c FL(IN)1524.50 5 ^� FL fIN)1524.00 5 �� hti FL(IN)1523.50 ^� �'HAST RIVE �� V 5 F23.10 m G � G C,r '^I S m g6, CAUTIONI LOCATION OF EXISTING UTILITIES ON g S o zo 30 THESE PLANS ARE APPROXIMATE AND 10 s o m SHALL BE VERIFIED BY CONTRACTOR SEE SHEET 9 PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' p REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: SHEET BENCH MARK' _1651 CITY OF LAKE ELSINORE DIG ALERT COMPLIANCE WITH THE APPROPRIATE Qp0TE551 zSouTHPOIN7EDRroEsuITE275 o CITY of LAKE ELSINORE PRECISE GRADING PLANS o CONDITIONS OF DEVELOPMENT AND/OR LAKEEORES7,CA92890 bo DESCRIPTION: TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT 149.588.0707 UNAUTHORIZED CHANGES, OF WITHIN A CHISELED y FAx 949.588.0709 SQUARE,ELEV 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN TE ( ) CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 17 BEFORE 46568 EN0INEERINcCoMPANv ckengineering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PM 34442 PARCEL 2 aim LOCATION: LOCATED ONE FOOT , 40. Oran San Diego-RWenlde-San Wb 06INo-Bakerafleld-Secramenro-Phoenix-Tucson _ YOU DIG! 8e PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED : SHEETS NORTHERLY OF THE BCR - * 6-30-13 * PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE �/ Q a �! + Exo. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o AT THE NORTHWESTERLY /'s- �w+Y' CIVIL ! FILE N0. CURB RETURN HILLSIDE UNDERGROUND SERVICE ALERT CHECKED KEN A.SEUMALO RCE.No.56915 DATE +TF OF CAUE� � q 17�� sGALE` PRECISE GRADING DRIVE AND CANYON DESIGNED BY: DRAWN BY: g HILLS ROAD. Call at least 2 workln9 days prior to exoavatln9. BY: CITY ENGINEER BARRY J.COWAN,C WAN RCE •C46568 (EXP.6-30-13) DATE DATE: SEE SHEET 8 6 ,; U SHAST RIVE �\ � � �°'� ti ^� W 11+00 :i,o0 12+00 12+50 V 13+00 3+50 14+00 S S C S ,may h �' 3 y'L h`b RIM_1524.8 yti h� RIM 1526_3� h� RIM 1525.E 5 � ytij RIM 1525. V FL(IN)1524.70 4 / FL(IM 1524.20 FL(IN)1523.70 FL(IN)1523.10 i i FS 1524.85 24.45 !� ...FS 1524.67 ,.. ' �ti5 11-.�i FS 1526.44 _ FS 1525.93 - FS 1525.44 � - FS 1524.95 - FS 15 �10 � 1 FG 1524.E M K 6 � AF1j525.1 GFF=1526.75 GFF 1526.25 GFF 1525.75 f I'1 GFF 1525.26 I'I GFF 1524.76 4 'l V FS 1524.30 f GFF-1525.10 1`,FG 1526.4 TG 1525.E FS 1525.60 `, `;,FG 1525.4 FG 1524.9 �- aFS 1526.10 FS 1524.5E e T FS 1525.03 FL 1524.30 a 1 (TYP) 6�f TG 1524.64 TO 1524 2 n° ors TO 1524.94 FS 1526.60 FL 152320 FS 1525.0E FL 152310 5ti 2 FS 1525.45 VV���� m TO 1526.1 FS 1526.10 TG 1525,1 v I FG 1525.0 FL 1523.70 titFS 1526.93 FL 152480 SI FS 1526.70 � FS 1526.20 FL 1523.80 1 FS 1525.44 bf FS 1525.21 FG 1524.9 9s + FS 1525.55 I yT j�_MF � FS 1525.94 i n a FS 1527.43 Pan 3 cfNTF_1127.03 P a n 2 b 1526,53 P a n 1 C FG 1525.1 P a n a FF 1525.54 %% TO 1524.7 \ FS 1524.79 FS 1525.03 FF 15258E P an a + �1 + � I� FL 1523.40 TG 1524.5 r� 'I' FG 1526.3 FG 1525.8 ,�, FG1525.3 T FG 1524.8 FG 1524.T �f FG 1524.8 - _ - - _ _ •• FL 1523.70 FG 1525.21 FG1525.09 pFG 1526.E FG 1526.1 FG 1525.E FC 1525.1 I FG 1524.9 FG 5524.9 GFR=1525.30 GFR=1526.95 GFR=1526.45 GFR=1525.95 GFR=1525.46 GFR=1524.96 FG 1525.0 FC 1525.1 BLDG 71 FG 1526.4 BLDG 72 FG 1525.9 BLDG 73 FG 1525.4 BLDG 74 FG 1524.9 BLDG 75 TO 1524.45 FL 1523.60 BLDG 76 FF 1527.53 FF 1527.03 FF 1526.53 FF 1526.04 FF 1525.54 FF 1525.88 PE 1526:86 PE 1526.36 PE 1525.86 PE 1525.37 PE 1524.87 \ PE 1525.21 I 1 TG 1524.97 FG 1526.8 FG 1526.E 17L� FG 15261 FG 1525.8 FG 1525.E FG 1525.2 FG 1524.9 FG 1524.7 I t , f \ ` FG 1525.1 FG 1525.2 FL 1524.10 FG 1525.3 15"SEWE FG 1525.8 Z FG 1525.3 FG 1526.3 1525.55 TG 1525.05 FG 1524.9 \ FG 1525.2TG 1526.05 1524.70 FL 1524.20 TO 1524.55 TG 1524.4 I „ Lf) FG 1525.7 FG 1525.2 FL 1523.70 FL 1523.50 lJJ _y FL 1525.20 FG 1526.2 �� �_y _y �. �_y _� FG 1524.8 - , r /"� �� FG 1525.1 W ~' �-► �� X X --' -� �� _� --� , �✓ r �- r� FG 1525.4 = W X FG 1526.5 FG 1526.0 FG 1525.4 X FG 1525.0 FG 1524.8 , I) FG 1524.8 X __ _ __ ---Y FG 1524.8 ) FG1525.1 --- ----- W N X X` X X X X X�X- X� X�X X X�X X FS 1525.70 ` '� X X X X FG 1526,2 X N W FG 1527.5 FG 1527.2 VINYL FENCE'10. FG 1526.8 FG 1526.4 FG 1526.1 FG 1526.0 FG 1525.E FG 1525.8 ; FG 1525.8 VINYL FENCE LiJ /� fTYP) (TYP) 10 TG 1525.75 �► X FC 1521.1 TG 1526.45 X FG 1526.7 TO 1526.15 X FG 1526.3 TO 1525.T5 X ,` FG 1525.E FG 1526.0 X FL 1524.90 FL 1525.60 FL 1525.30 FL 1524.90 -� -� BLOCK WALL 10 TO 1526.85 (TYP) ` + FG 1527.E �15277 .00 FG 1527.2 FG 1526.8 FG 1526.1 \FC 1526.4 BLOCK WALL 10 0 FG 1525.9 FG 1526.1 \ (TYP) FG 1527.E FG 1527.2 FG 1527.0 FG 1526.8 FG 1526.E FG 1526.4 FG 1526.2 FG 1526,1 FG 1525.9 TG 1525.5 FG 1526.1 (� FL 1524.60 BLDG 66 BLDG 65 " BLDG 64 BLDG 63 " BLDG Bi - TG 1524.4. .26 FF PE 1527.59 PE 1527.28 PE 152E 83 PE 1526.45 JFN1511574 6 O7 FL 1523.90 FF 1527.50 FF 1527.12 FL 1523.50 l } FF 1526.80 L' } ______ I PE 1526.13 FG 1527.1 II; FG 1526.7 FG 1526.4 FG 1526.0 l 1 TG�1524.8 FG 1526.1 FG 1527.4 FG 1527.0 FG 1526.1 FG 1526,3 FG 1525.9 FL 1522.70 7' FL 1523.90 GFR=152T.68 GFR=1521.30 GFR=1526.92 GFR=152654 GFR=1526.16 FG 1525.5 ,,`� FG 1525.9 GFR=1526.22 FG 1527.E FG 1527.2 FC 1526.8 FC 1526.5 FG 1526.1 ! FG 1525.6 FG 1526.0 F` 28.26 FF TO 1524.85 FS 1525.08 �.; FS 1525.01 FS 1525.1E\ FF 1526.80 Plan 3b Plan la F5152778 Plan 2c FF1527.50 Plan lb Plan 3a FL1524.10 �\ Plan 2b FS 1527.02 i FS 1527.28 �� FS 152T.17 TG 1526.2 i FS 1526.52 j, FS 1526.41 PRONLE� o \ FS FS 1526.47 1 FS 1521.93 TO 1526.9 , 4' a FS 152T.83 FL 1121.11 FL 1524.90 y' N II TG 1526.5 FG 1526.1 'k- 2 N yti ` \ FLG1524.50 1 (TYP) TO 1525.8 FS 1526.2E s c FS 1527.41 ;�'FG 1527.23 FL 1525.20 FS 1521.02 Iy FL 1524.50 FG 1524.95 r s �� FG i525.9 o FS 1525.95 of (TYP) FG 1526.8E FG 1526.5 FS 1525.84 0� FG 1526.13 GFF=1527.48 j GFF=1527.R1 I GFF=1526.72 FS 1 60 GFF=1526.34 1^' GFF=1525.9E FG 1525.2`\ A' GFF=1526.02 VV a VV �1� 1 FS - FS.152i.22 6 6 6 6 \ - 6 U FS 1526.85 FS 1526.48 FS 1526.09 FS 1525.71 FS 1525.50 FS 1525.52 FS 1525.T7 o q7 z 0 h roh o y RIM 1527.13 9. q, \_RIM 1526.7E 4." �, RIM 1526.4 'L �1, RIM 1526.0 V O FL(IM 1525.50 o FL(IN)1525.10 (1111121,11 v FL(IN)1524.40 v V1 A\Y'1 o VV v r) r'r�r� ~ RENTON DRIVE � 11+50 12+00 12+50 13+00 1 +50 '1 14+00 � � - - - A 104 11h Ili"" `s m SEE SHEET 10 CONSTRUCTION NOTES o \_, Q CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) n go CAUTIONI LOCATION PLANS EXISTING APPRUTILITIES ON OXIMATE AND @ � 0 INSTALL 4"PVC STORM DRAIN ............................................................... ....................... ..... ........... ............. SYMBOL ON PLANS: =_===THESE ==========_= O7 CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD STD DWG•JS 229 8 g SHALL BE VERIFIED BY CONTRACTOR 10 5 o a 20 so Qq CONSTRUCT GRATED INLET PER DETAIL SHT 2 ....................................................._................... SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS m o PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' 4A 6v, Q5 CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2..........................._................ SYMBOL ON PLANS: ❑� m - REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: SHEET ` BENCH MARK CITY OF LAKE ELSINORE DIG ALERT COMPLIANCE WITH THE APPROPRIATE' FESSI "OUTHPOINTEDRIVE-SUITE275 d-t6sto o CITY OF LAKE ELSINORE ! 9 = DESCRIPTION: TBM SET SCRIBED 'X' CITY ANDSTATE LAWS,AND A PERMIT �� 949588.0707 CA92630 UNAUTHORIZED-CHANGES OF LAKEPRECISE GRADING PLANS WITHIN A CHISELED SQUARE,ELEV 1561.29 ,� CALL CAN BE ISSUED. BARRY J.COWAN (FAX)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 17 BEFORE 46568 s ENGINEERING COMPANY n°kengineering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PM 34442 PARCEL 2 n LOCATION: LOCATED ONE FOOT No. g spo- PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED YOU R Orane ganDieg°-Riverside-eanWia061 eakersfleld-Secremenro-Phoenix-Tucson + SHEETS o E$ NORTHERLY OF THE BCR / Exo.6-30-13 * BY THE'PREPARER OF THESE PLANS AND THE CITY ENGINEER. N o? AT THE NORTHWESTERLY ` .� r(r' z i6 a.lf PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE FILE N0. = CURB RAND RCANYONHILLSIDE 1-800-227-2600 CHECKED KEN A.SEUMALO RCE.No.56915 DATE sl,�tF CIVIL �! n q 6�f2��3 8 '%4M SCALE: UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY ENGINEER OF CALIF # PRECISE GRADING R c HILLS ROAD. Cotl at least 2 workln0 days prior to exaavatin9, BY: BARRY J.C WAN,RCE C46568 (EXP.6-30-13) DATE DATE: SEE SHEET 9 F A R C L, 2 RENTON DRIVE 11,50 12,00 12 0 3t00 4/ • • PROP SD RIM 15 ? R 1526�01 'M(IN) FL_ FL(IN)1524.40 FL(IN)1524.00 _f.......... 25.7 _RIM 1121.F11(:D INLET UM�1522 i3,114 1526.8,(�) RIM 1526.1 OF 7 FL 5 FL.(IN)1525.50 5 152'.11 1�o��n 117'IV/ 116 FS 1527.32 6 FS 1526.94 FS 1526.56 FS 1526.19 6 FS 1525.80 FS 1525.87 LS 1525.44 FS 1525.49 GFF=1527.19 GFF=1526.82 71 GFF=1526.44t (TYP GFF=1526.06 7- GFF=1525.68FS -1 FIL FG 1525.8 GFF=1526.14 GFF=15217.57 LA FG 1527.3 t FG 1'5'26.55 FG 15'2' FS 1527.07 1�_ FS 152675 S 1 152 FS 1525.98 1524.00 E21�t_ �t TO 1525.9 FS 1526.4 TO 1525.5 O(TYP) 11�1_TG1527.0 FS 1527.4 TO 1526.6 f �FS 1527.17 L TO 1526.3 \:: FL 1524.40 152560 FS 1527.27 -L 1524.10 FS 1526.13 FS 1527.75 FL 1525.20 1524.90 FL 1524.50 1527.64 FS 1526.62 FS 1526.51 7� - 5`� FF 1527�6O FF 1526.46 3� / \ / f FS 1528.2 FF 1527.97 FF 1526.84 FS 1526.14 FS 152 H 1521.55 T" FL_G1526.3 F1 1'2.21 C Plan 3 a Plan 3c .1 Plan 2b Pkin 1c] -127 Plan c I c F'"27 3b Pkin 2 IL FG 1525.7 FG 1525.6 FG 1527.2 FG 1526.8 FG 1526 8 FG 1526.5 FG 1526.4 FG 1526.1 FG 1525.7 FG 1527.5 FG 1526.0 FG 1525.8 S 1526.04 GFR=1527,7T GFR=1527.39 GFR=1527.02 GFR=1526.64 GFR=152L6.26 GFR=1525.88 7 GFR=1526.34 r W FG 1526. FG 1526.1 L FG 1525.8 TO 1524.7U:7I` FG 1527.3 FG 1526.9 FG 1526.6 FG 1526.2 FG 1525.8 ` \ TO 1525.6 BLDG 56 BLDG 51 BLDG 52 BLDG 53 BLDG 54 BLDG 55 FF 1526.46 FL 1526.80 FF 1527.97 FF 1527.60 FF 1527.22 FF 1526.84 FF 528 35 CID PE 11527:6 1 PE 1525.79 10 BLOCK WALL 8� PE 1527:30 PE 526.93� PE 1526.55 PE 1526.17 UTP; to (TYP) LU 526.7 FG 1526.3 LU FG 1527.5 FG 1527.1 FG 1 FG 1526.3 FO 1526.0 FG 1525.7 I., FG 1527.3 FG 1526.9 7- [=F FG 1526.5 FG 1526.2 G 1525.8 FG 1525.8 )F'- (j) =1 TO 1525.3 EX EpSEME UJI FG 1526.2 TO 1526.95 FG=1527.1 L G 1526.55 F __j TO 1571 tjr� .I L TO 1525.45 F ER FG 1525.8 FL 1525.70 FG 1526.8 FL 1525.40 FG 1526.4 - FL 1524.60 FG 1525.7 FIL 1524.50 Imo, SEW Lli I FL 1:0.00 FG 1527.2 4- - - FG 1526.1 4 , x x 1.6 FO 152 A FG 1527.0 FG 1526.6 VINYL FENCE FG 1525.7 15.SEWER FG 112E.1 5.9 FG 1527.4 (TYP) FG 1526.3 (TYP)@ FG 1525.7 I,- _/ -- ---% FG 152T.1 FS 1527�\ x X_ -Exi __L__x_ x - FG 1526.2 =FG152B.i8 X >( >< FG 1527.0 EL§21_� FG 1528.0FG FG 1527.5 FG 1527.1 FG 1527.0 FG 1528.7 TO 1528.15 G 1528.4 FG 1527.7 TO 1527.15 FG 1527.3 FG 1527.0 x x - - FL 1526.30 FIG FIL 1527.30 TO 1521.7S,//! 1526�65 TO 1527.45 4 TO 15217775L/1 FL 1525.90 FL 1526.90 FG 1521LT FL 1526. 1. LU FIG 1121*8 FG 1528. FG 1527. �12T.4� FG 1527.2 FG 1528.1 FG 1527.9 FG 1527.1 T 1526 LLJ 1. L TO 152\15.0 FG "NIS FG 1528.6 FG 152115 FG 1528.3 FI: 521111 FG 1527.6 FG 521A FG 1527.3 TO 1525.5 A9, 525.90 LU FL 1524.60 FL 1525.10 V) G 1528.7 BLDG 45 BLDG 44 BLDG 43 IL BLDG 1 �FF 1528.48 FF 1528.14 FF 1527.81 PE 1528.82 F 5229.'15 BLDG 1 `FS FG 152 F :�j I F NF15;92 1 1526.4 8.8 F 1529.199 �L i26.60.9 FG 15277.6�8 FG 1528.6 G 2 FG 8.1 FG 1527 15 8.5 '211' BLDG 47 46 5 F 1 9. FF52 15 B '.48 PE 1528.48 PE 1528.14 PE 1527.81 PE 1527.47 PE 1527.14 FL 152.50 FG 1528.44 FG 1528.0 FG 1527.7 FG 1527.4 FG 1527.0 F�1526.75 FG 1528.7 FG 1528.3 -, :: FG 1528.0 T FG 1527.7-7 FL 1524.50 -L :. -]FG 1527.3 FG 1526.9 L GFR=1528.91 GFR=1528.5T GFR=1528.23 GFR=1527.90 GFR=1527.56 GFR=1527.23 `\ � o GFR=1521.44 FG 1528.5 FG 1527.8 FG 152T.5 FG 1527.1 FG 1526.6 FG 15270 FG 1527. P P,, Plan I FF 1529.49 FG 1528.5 FG 1528.1 FF 1528.48 FS 1528.04 FG 1526.2 Plan lan 2 Ibb Plan I c FS 1529 05 Plan 3 a FF 1528.81 P Ian 2 b Plc'1n I a -FF=167.81 FG 1528.74 FS 1529.16 G 1527.8 FS 1528.15 FS 1527.5 FS 1527.48 jk ",FS 1528 55 .. 1 1528.05 �k FS 1529.06 FL 1526.50 FS Plcn 3 c 'rT.7. 1. TG 1527.2 152t8 G 1528.8 TG 152T.5 IG 'FS 152T.38 _FG 1526.5' FG 1526.6 TG 1528.2 _Z(TY FS 1528.33 FL 1526.20 ArFL,1525.90 (TYP) 4*_�l_15 FG 152 FS 1528.64 FL 1526.80 FG 1528.16 E "'�FS 1526.96 1527.1 FG 15278h FG 1527.47 FG 1527 14 GFF=FFz 1527' FG 1`528.5 �1"-1�12T.71 � GFF=1527.36 OF 1528.Ti F=1528.37 GFF"-1528.03 GFF=1527.03 'F I L526.8 1527.24 F F 67- FS 1528.47 FS 1528.14 FS 1527.80 r274,1 FS 1527.13 FS 1526.79 FS 1526.75 FS 1526.90 FS 1526.97 Q L Y RFL IM 1,1,2 �1,7 RIM 1527.73-j5 RIM 1527.04 ry RIM 1528.4 1528.06 RI. 27.17 5 FL(IN)1526.00 FL UN)) 7 FL(IN)1526.70 '1V _4 L ti 10 1 `* F (IN)1526.30 525.40"F1125 z RIM J, L PROP SD INLET o a 15+00 15+50 16+00 16450 17+!00 'UNDER SIDEWALK DRAIN 'PER STREET IMP PLANS PROP SO AND DETAIL SHEET 2 TC 1526.58 uo A1*7 INLET 4 CARISSA DRI E ........................................ ...... FS 1528.51 RIM 1528.4 RIM 1528.2 FS 1527.99 F S 152T.66 6.9 n6C6) CONSTRUCTION NOTES 5 FIL(IN)1527.10. :��,/,FL(IN)152 0(5) to I A'A I CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) 'PVC STORM DRAIN c CAUTION1 LOCATION OF EXISTING UTILITIES ON 10 SEE SHEET 11 INSTALL 4 ..................................................................:................................... SYMBOL ON PLANSi - ------ CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG*JS 229 PLANS ARE APPROXIMATE 5 0 10 20 30 THESE PLA ATE AND ... SHALL BE VERIFIED BY CONTRACTOR CONSTRUCT GRATED INLET PER DETAIL SHT 2 ..................................................................... @ SEE LANDSCAPE PLANS ... SYMBOL ON PLANSI " PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1 10' Wt) ov G/13/13 Q5 CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2............................................. SYMBOL ON PLANS: BENCH MARK: REVISIONS A P P R 2A_1�E_ THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE ELSINORE SHEET DIG ALERT COMPLIANCE WITH THE APPROPRIATE E$9 CITY OF LAKE ELSINORE 1A,0L,1TH 1,0 TE.DRIVE-SUITE 275 10 L " IORE T!N PRECISE GRADING PLANS OF CONDITIONS OF DEVELOPMENT AND/ORNp • :A 2E30 DESCRIPTION: TBM SET SCRIBED X - CITY AND STATE LAWS,AND A PERMIT • 949.588.0707 UNAUTHORIZED CHIANGE91 WITHIN A CHISELED I IM 0949.588.0709 CALL - CAN BE ISSUED. BARRY FOR T 1.a SQUARE,ELEV 1561.29 .I,,COWAN dckengQ;�� CAUTION THE ENGINEER PREPARING THESE PLANS WILL NOT BE 17 R - ENGINEERING COMPANY RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE LOCATION: LOCATED ONE FOOT BEFORE No. 46568 !-San Luis Oblsp,-B,k,,fl.ld-S..m..-Ph..ni.-T.-n PLANS. ALL CHANCES TO THESE PLANS MUST BE APPROVED PM 34442, PARCEL 2 SHEETS LL NORTHERLY 0 THE SCR E.C.. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER' LIVINGSMART HOMES PARKSIDE FILE NO. 12 You DIG' F71�. L OF AT THE NORTHWESTERLY CT o E' t '-" * PREPARED UNDER THE DIRECTION x 19/ly 41.1 CIVIL SCALE: KEN A.SEUMALO RCE.No.56915 DATE 6111hs CURB RETURN HILLSIDE 1-800-227-2600 L 7 HILLS ROAD. RI.N.ICINYON UNDERGROUND SERVICE ALERT DESIGNED BY; DRAWN BY. CHECKED OF ck) PRECISE GRADING R C'11 at bast 2 working days prior to sxcavatlng. BY: CITY ENGINEER RCE -C46568 (EXP.6-30-13) DATE DATE: .......... ..... SEE SHEET 10 DETAIL TREET M SHEETN2 �`V .�°' <?4' h^i n�; my h \17_1 r PROP SD UNDER SIDEWALK DRAIN .� 911) F (ii ti ti M / tip: tiro TC 1526.58 5 RIM 1528.56 :n "_�, !� ,li h ,y ^n. hti RIM 1527.90 5 �`U/ ^ti CARISSA DRI E .hti RIM 1527.23 5 ,h; ^.. RIM1526.90.5 PCR FL(IN)1526.70 "aiNljh T" r; - ..2T,gs IQ" �� v FL(IN)152 = "` \„� •i..FL(IN)1525.50� FL(IN)1525.20- - � _ I == _ FS 1528.51 5 �. t _ 6 5 FS 1527.99 ;� FS 1527.66 ;� RIM 1527.57 5 FS 1527.32 .._.. / ... ._. _.! ..._ FS 1526.67 RIM 1528.4 r RIM 1528,2 (6� 6 6 FS 1527.00 (6� :t FL(IN)1527.10 ,o „ .FL(IN)1526.90 '�+¢; FL(IN)1525.90 TG 1526.6 'S0 IYI" GFF=1528.49 GFF=1528.23 Nf GFF=1527.89 isf FG 1527.67 GFF=152L56f FG 1527.33 GFF=1527.22 � GFF=1526.89 FL 1525.20 / TG 1528.3 FG 1528.E FG 1528.34 FS 1528.1E FG 1528.0 FS 1527.82 FS 1527.49 FS 1527.In FG 1527.0 I �� FG 1527.3 °� 1 (TYP) TG 1527.0 ,,r; FG 1526.7 °,r, t FL 1526.80 ^f FG 1528.27 TG 1527.7 fS 1528.24 TG 1527.4 FS 1527.52 FG 1526.9 ' FL 1525.60 TG 1526.7 TO 1528.15 FG 1528.54 I FS 1528.58 FL 1526.00 FS 1127.11° 1 RYP) FS 1528.75 0� o'� FS 1528.68 FL 1526.300� b� FS 1528.01 Rt c� FS.1527FT .07 ��� ' FS 1528.34 .: ,� FS 1527.67 A.1525.30 FF 1528.67 FF 1528.34 fS 1529.17 FF 1528.00 FS 1527.57 zi TO 1528.88 b LL -'77 Plan 1a '� Plan 3c FF'529.°' Plan 2a Plan 3b Plan 2c Plan lb PGR TG 1528.30 TG 1528.05 ti� " 2.0(. ` t O FG 1528.6 FG 1528.0 FG 1527.7 FG 1527.3 FG 1527.0 ` FG 1528.5 FL 1527.40 FL 1527.20 FG 1527.9 FG 152-1 6 FG 1527.2 FG 1526.9 FG 1526.9 GFR=1528.69 " GFR=1528.43 GFR=1528.09 GFR=1527.76 GFR=1527.42 GFR=1527.09 TC 1529.16 n FG 1527.9 FG 1527.2 I FG 1529.0 1 G FG 1528,8 FG 1528.2 FG 1527.5 FG 1527.0 FG(1529.15) FG(1529.15) BLDG 5 BLDG 4 BLDG 3 BLDG 8 f r BLDG 7 BLDG 6 FF 1528.34 e FF 1528.00 FF 1527.67 eLDCK lrrP) 10 n FF 1529.27 4.5 4!5 FF 1529.01 FF 1528.67 PE 1527.67 PE 1527.33 PE 1527.00 PE 1528.60 PE 1528.34 PE 1528.00 FG 1528.5 FG 1528.6. ,�, FG 1527.1 FG 1526.9 FG 1528.54 FG 1528.1 FG 1527.8 FG 1527.5 FG 152T.3 FG 1527.0 1 FG 1528.28 FG 15273 FG 1527.0 206 \FG 1528.E FG 1528.3 1 FG 1528.0 FG 1528.0 11 fG 1527.E FG 1528.9 LL FG 1528.34 FG 1527.6 TG 1528,20 FL 15�7.30 FG(1529.36) �FG 1527.9 -y y FG 1527.2 -y -y FG�1526.9 FG(1529.36) 1 -► FG 1527.5 r y y ~_ FG 1528.5 _� _� _y y _y _TG TC 1531,30 P FG 1528.7 X� TG 1526.6 TO 1526.65 FG 1528.2 TG 1527.65 X TG 1527.35 TG 1526.95 X FL 1525.80 X fL 1525.T0 pal X TUBE STEEL FG 1528.4 FL 1526.80 FL 1526,50 X FL 1526.10 FG 1527.5 TOE FC 1527 2 TaE --� FG 1531.5 e FG 1529.1 10 �1528.8 FG 1528.2 - FENCE(TYP) FG 1528.5 TOE FG 1527.9 TOE � --- - TC 1531.94TOE - --- FG 1532.2 -- --- CR _ r FL --__.FL(1529.59_ """""-_",".�,,,.,-"„ ...'e/, '- F5�53206 - `FL(1528.51) ._... .,_...- _... __... ..__ ...- ..... ................� ..... __m -_ ....._.....-.-� �� _...._-.....J...._...- - _..:_ . .. _ FG 15325 t _.... _............. ...._............._................... ....... _ -.......... ......._,.-. _......_....-...__.. .--------_... .........._____-._......................_..__o ................ .......__...._.- ........__ _ �r ./ .......- ". ` 10..VINYL FENCE. __ ....--- - _`_..__-- _ _-M......�...._-....._-.... .... .....ROONC UGHJ DITCH GRA GRADING PANS_._ _r S ..........�. .- ..........(TYP) ._.. _ .- .. .� __ -_ FG 1533.0 FS 1531.93 ..1. ... PARCEL _ .__.. ._ ►� .�.............. - .. ..._.,_-__.._..-. ....__....... ._._....._........ ---.............__ . .... L ...---____,.... ........_...._-....-._._-.....-_..... ......._......._.. RY...___� -,� - FS 1532.90 " - ..BOUNDA .._._.._.... ... 1 .._.�,r -....... ..... .... X W _,...._ 10 BLOCK WALL --- - ^ I LU Lu ................ ..........__� ._..-...... _ 1540 ... t \ \ _ -.-_._ \ --7 .....� o ' 1,`. cn ........ ____ ..............�.. ._- .__ ._- ......... t + - _ W _ _.......--.. UJI o EX S/DEWALA _ /1 %j ¢J \ /� - - Lu cn T -- -- - - _- - - ; __ _ _ .._ - 0CR _ _- EX 6"C .. _ _ t o c - ___.__ , -_ , \ EX 1E"WATER r_ -_^---- < - __ ^-" _. - �- l._ \ EX 48"STORM D(1AIN _�- - ` \ 2•1 _m _ - 'r r f l -" _ \ � t % j _ - t H _ -- i Ji , t ILLSIDEDRIVE f k. a fir-- -�--- :' _. _ _ LO a - + W _ Ilk I _ Z / aQ a g CONSTRUCTION NOTES d. O1 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) CAUTIONI LOCATION OF EXISTING UTILITIES ON ® INSTALL 4"PVC STORM DRAIN _._.. ......... _._ SYMBOL ON PLANS: ___=_= O7 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG •JS 229 500 THESE PLANS ARE APPROXIMATE AND 10 5 0 10 20 30 > ® CONSTRUCT GRATED INLET PER DETAIL SHT 2 ..................__.........._......_.-.....................-_.. SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS m SHALL BE VERIFIED BY CONTRACTOR off' PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' 6 J 6�/�//3 OS CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2......_._....___........__..._.. SYMBOL ON PLANS: ❑CT �` BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL• CITY O F LAKE E L S I N O R E SHEET `o CITY OF LAKE ELSINORE DIG ALERT - COMPLIANCE WITH THE APPROPRIATE �pFES910 250UTH POINTE DRIVE-SUITE 275 J-16510 e x CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 9263o DESCRIPTION; TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT t� ,,rr PRECISE GRADING PLANS OF 'YC 949.588.0707 UNAUTHORIZED CHANGES, WITHIN A CHISELED o CAN BE ISSUED. BARRY J.COWAN (FAx)949saa.o709 m o� SOUARE,ELEV 9561.29 CALL � CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 17 ENGINEERING COMPANY ri°kengineering.aom RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE LOCATION: LOCATED ONE FOOT BEFORE (,,. 46sse PM 34442 PARCEL 2 YOU DIG! orange San Dwgo Riverside-San Luis Obisp°-Bakersfield-Sacramento-Phoenix-Tuoon PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED r SHEETS NORTHERLY OF THE RL �/ �, � * Bxo.6-30-13 * PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LIVINGSMART HOMES PARKSIDE ' 0 E� AT THE NORTHWESTERLY - fs,- oL (B L/) n) FILE N0. DRIVE RETURN CANYON UNDERGROUND UNDERGROUND SERVICE ALERT CHECKED KEN A.SEUMALO RCE.No.56915 DATE J?4lf OF VICA`YVpQ�? /r7Qja„� 9 c4l o - 6�// SCALE: PRECISE GRADING - g HILLS ROAD. Call at bast 2 working days Drlor to Bxoavating. DESIGNED BY: DRAWN BY: BY; CITY ENGINEER BARRY J.0 N,RCE +C46568 (EXP.6-30-13) DATE DATE: CONSTRUCTION NOTES O1 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) - ------ ----- """'-"" O2 INSTALL 4'PVC STORM DRAIN.........................................................................._....,•••...................._......... SYMBOL ON PLANS: ===========-:--== O7 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG•JS 229 Q4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 ......... ......... ........ SYMBOL ON PLANS. 0 10 SEE LANDSCAPE PLANS - Q5 CONSTRUCT BUBBLER DISCHARGE BASIN.PER DETAIL SHT 2............................................. SYMBOL ON PLANS: ❑C7 -7- -_ _ _---., .............. ........... I I ............. ......................................................... ......---.......... .................................................................................................................--.-............................. ---------------- .... ......... .......................... .................... ........................... ........... I i i I i l I I - PARCEL 3 -~ CANYON HILLS SPORTS FARX I I 2006-4 NO ,, 06-211593J3 l i i l ^»�`"���.�...„�,..._. � I f y��•„..�� it � � l i I I i I I �I EX SLOPE& ..,....... ..--. .. ...._ _�..._.. _......____.- -- --- - -'- -- -. ___ ..-. .--- --...._.,_, -- L!J -......._.... __.....--- ........ _ TO 1 HE CCTF OF _...... lJJ _... -LAKE ELSINORE -._ _„. 1. �� _ .. - --. _._ .. -........----. ,--__.._,.,. _ _ _ - PARCEL 2 .. - cl) _........... __. _ -_..__ _ _ ....... _.__ --BOU - - - - -- - _ - _..___ - - - -- NDARY- LL -.. _ __ ..- .....- _ .._...-. .. .. - .., --..,.. ____......., -._ --- __, __ - _,. ___.. __-_ _.- .......--__ ... -.-. __ _ _ __ _ - -- - -. ..._. ....., - -- ... W ..... ..... ---. . -- - - --- - _ _ _ - - VINYL FENCE 10 TUBE- i�7 f BE STEEL-. BLOCK WALL 10 (TYP) 10 ..._..-_.. .._.-_Ct.._ ._. _.._._ --... ^ _ -_- - - _---... -- _.__...__ -- -(TYP)... - -.._...... _._ ..,_...,. _...__ _FG 1527 66 ...... ._--- _._......... -_-.__._ .. _-.... ......_ ===------------ __._ .1 _ _.._._ ...- _ . ......- - ...- ------ -------- - ------- FG 1527.0--------FG 1527.5--�" ..__=__:�^-__---FG 1527.6-J= -..__-_._,_�......_.,._-.:�.-- - _....... _..._._.. ..,- _...._- FG 1525.5 FG 1525.9 FG 1526.5 FG 1526.4 ..• ^ -- - -� - _..___ ._ FG 1526.9 RIM 1527.56 TG 152T.3 5 FL 1525.90 FG 1527.5 FG 152T.6 ,. __ FL(IN)1525.80 X / TG 1525.4 FG 1525.8 FG 1526.2 �-L __=�stg___� g_c=s.«s: ai+sK__: �� FG 1525.2 �- f_ �FL 1524.50 FG 1527.4 1 ITYP) -- - �- X t- FG 1525.E qp �_ �- �_� �6 TG 1527.24 �/ FL 1526.40 TG 1524.95 FG 1525.8 FG 1526.1 FS 1527.81 FG 152i.6 yyy II FL 1524.10 FG 1525.7 7 TG 1525.69 i %'c 2277E FS 1528.23 FG 1527.E /1 _._......W ..__..._. FG 1525.3 FG 1525.9 FL 1524.80 -TO :o P FS 1527.61 FG 1525.3 FG 1525.5 FG 1525.7 " �S2 `L^ti 21 ' FG 1525.8 �� FC 1521.7 FG 1525.7 BLDG 29 BLDG 30 FG 1525.9 BLDG 31 j FF 1525.99 FF 1526.39 FF 1526.63 BLDG 32 .. FG 1525.E a .� PE 1527.6E t 30' I -EX BLOCK -.-.._. PE 1525.32 PE 1525.72 PE 1525.96 W �_ FF 1528.331 FG 1525.3 - FG 1525.5 O ,� 1�OX WALL O FG 152511 .9. FE i GFR=1525.41 GFR=1525.81 " GFR=1526.05 --. ( O FG 1525.2 FG 1526.0 FG 1526.0 Q �' n (�J `�' FG 152T.6 0 D p 1 g VINICE FF 1525.99 Plan 2 c FF 19 T a n a Ian 2 b FG 1525.9 N n FG 1527.T Q TC 1526.82 �W„ r�is FG 1527.4 FG 1527.E Z FS 1525.6E TG t525.4 I PCR F FG 1527.34 X FG 1521.8 TG 1525.0 FS 1526.06 , II FL 1524.10 FS 1526.53 FG 1526.0 ' L 7526.92 ?Q6 FG 1527.3 FL 1523.60o �:•� FG 1525.7 FG 1525.8 o 3 _ - - ::w. - r_: ::g«+g=:_s�a+c c==i+g� i.rst==FS 1525.51 FS 1525.91 ,� TG 1525.7, -FS 1525.09 FG 1525.6 (TYP) 1 FS 1526.03 % FL 1524.40 RIM 1527.27 TG 1527.1 c GFF=1525.21 FG 1525 34 FS 1 .49 7 1. j GFF=1525.61 GFF=1525.85 t I " FG 1525 95 e t 5 FL(INl 1525.70 FG 1527.4 FL 525 80 FG 1527.4 FG 3 1527.1 FL 1526.20 X Tl i F 1 _- _ -- FS 1524.98 FS 1525.3T FS 1525.84 FG 1527.4 6_ 6 e - � tax BLDG 33 F 1 1 N G v Nl A R T ��O NJ E S '�/ �! 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BARRY J.COWAN (FAx)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 17 z ,ENGINEEAINGCOMPANY rickengineering.<om RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ?m LOCATION: LOCATED ONE FOOT BEFORE pa, 46568 P M 34442 PARCEL 2 YOU mcl or.nge SanDlego-RNerslde-ean ulsObispo Bakersfield Sacramento-Phoenix-Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS LL c NORTHERLY OF THE RL a/ /n/ E 6-30-13 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o= AT THE NORTHWESTERLY � � Tw PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE of ao/) /���� � FILE N0. DRIVE RAND RCANYONSIDE 1-800-227-2600 CHECKED KEN A.SEUMALO RCE.No.56915 DATE sr,�tF CIVIL �,�! - QW C � 6//11j3 SCALE: UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CAVE PRECISE GRADING a c HILLS ROAD. Call at least 2 working days prior to excavating. BY: CITY ENGINEER BARRY J.C AN,RCE 'C46568 (EXP.6-30-13) DATE DATE: SEE SHEET 12 VG 1527.4 FG 1527.7 - r. 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X �. e m FG 1528.2 FG 1528.2 f..l I CONSTRUCTION NOTES x x os SEE SHEET 14 Q1 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) CAUTIONI LOCATION OF EXISTING UTILITIES ON 10 5 0 10 20 30 O2 INSTALL 4"PVC STORM DRAIN ................_,.,...,,,.,..,.,.,,,,,..,.,,.,..............,..,..........,....,.,................................ SYMBOL ON PLANS: __________====_-- OT CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG *JS 229 g 8 THESE PLANS ARE APPROXIMATE AND Q4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 .... ... .. SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS W m SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' �MD Q 5 CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2.... ... SYMBOL ON PLANS: 11 BENCH MARKS THESE PLANS HAVE BEEN REVIEWED Y T I!'T A T�F�R T1 REVISIONS APPRV DATE N REVIEWED FOR SEAL: - CITY O F LAKE E L S I N O R E SHEET wCITY OF LAKE ELSINORE 1 v +++may+�y COMPLIANCE WITH THE APPROPRIATE ppAFE55(O,�i L 2 SOUTH POINTE DRIVE-SUITE 275 d'16510 13 DESCRIPTION: TEN SET SCRIBED 'X' CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 92630 `o CITY AND STATE LAWS,AND A PERMIT '" `�� 949.588.0707 UNAUTHORIZED CHANGES, PRECISE GRADING PLANS of WITHIN A CHISELED N FAX 949.588.0709 SOUARE,ELEV 1561.29 CALL, CAN BE ISSUED. a BARRY J.COWAN ENGINEERINOCOMPANY ( I rickengineering.com CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 17 LOCATION: LOCATED ONE FOOT 1q BEFORE No 46568 '0 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE P M 34442 PARCEL 2 YOU DIG! 0"" senUiego-amere�de-saaLmso6l.Po-ezker:gem-Sa�remente Phoenix ne.°n PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED � SHEETS NORTHERLY OF THE BCR. o * 6-30-13 * PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE AT THE NORTHWESTERLY ,// Exp. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 1, �s cW N vp FILE N0. e CURB RETURN HILLSIDE 1400-227-2600 .�� CIVIL ! / SCALE: DRIVE AND CANYON - CHECKED KEN A.SEUMALO RCE.No.56915 DATE rf Yf� 4 �7�l3 PRECISE GRADING UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CAS R g HILLS ROAD. Call at least 2 working days prior to excavating. BY: CITY ENGINEER BARRY J.CO AN,RCE ^C46568 (EXP.6-30-131 DATE DATE: SEE SHEET 13 T r T A LOr. ' 30' o RENTON DRIVE 5�Co a . o I C +BO'� FG 1528.1 Q FG 1528.2 FG 1528.2 - ! k - TG 1528.0 X X - - 5 RIM 1528.1 FL 1526.60 _ FG 1528.3 FL(IN)1526.50 FG 1528.4 TG 1121.81 I - ,r\ RIM 1526.2 5 ^`�� ^`L TC 1526.64 J _ c_ _ FL 1527.00 j) i FL 24.50 4" PCR ^521 ` FC 152&2 FG 1528.4 - U FS 1526.13 - -- �"" FS 1525.87 g ;; �- FS 1526.47 6 •j, (TYP) 1- , f FS 1528.98 I _ ^A RIM 1526.5 FS 1528.23 FG 1525.8 GFF=1526.14 Nf FG 1526.3 GFF=1526.49 ai M FL(IN)1524.70 5 1°i 2.22X FF 1529.31 FG t528.6 „ e FS 1526J2 FS 1526.67 FG 1526.E 'L" �5 FS 1526.82 t� I _,.,,.. FS 1528.83 Tc 1sz6.3 BLDG 36 1 TG 1526.0 FS 1527,1T ,� 32' FL 1524.80 FS 1528.33 P} FL 1524.60 FF 1529.31 PE 1528.64 VS 1526.23 - - o _ LOX Plan 3c ;; Plan 2a N ,; �TC 1527.63 1525.E FG 1526.3 " �, '.PCR ..FG 1526.5 - FG 1526.E FG 1526.5 (V FG 1528.5 ---- -- „ TC 1528.08 LF.1 GFR=1526.34 GFR=1526.69 G 1528. 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X.......... .......... _._.._.. r o m s aYP) 1 z CONSTRUCTION NOTES -"i IIII II`IIIII II".a' , .RIM 1528.03 FS 152&10 FS 1528.55 PE 1529.13 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER RIV CO.STD,400) - © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310(MODIFIER PER DETAIL SHT 2) GFF=152&34 GFF=1528.5E ____ CAUTIONI LOCATION OF EXISTING UTILITIES ON -' -"'- '" -' O2 INSTALL 4-PVC STORM DRAIN -""""".,"....,......, ......... ............. _ _________ O7 CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD STD DWG •JS 229 ..... SYMBOL ON PLANS: --__==== 0 o THESE PLANS ARE APPROXIMATE AND 10 5 0 _ 10 20 30 ® CONSTRUCT GRATED INLET PER DETAIL SHT 2 -............_......................_...._....................._.... SYMBOL ON PLANS: ® 10 SEE LANDSCAPE PLANS Q` m SHALL BE VERIFfED BY CONTRACTOR SEE SHEET 15 $ PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1"= 10' ��� dy 6//3//3 OS CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2..._...........__....__..._......_.. SYMBOL ON PLANS: �` v BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY O F LAKE E L S 1 N O R E SHEET DIG ALIERT- COMPLIANCE WITH THE APPROPRIATE ESSI J-1651 CITY OF LAKE ELSINORE P1 �'q( 250UTH PSO TEDRIVE-SUITE 275 14, ° CONDITIONS OF DEVELOPMENT AND/OR LAKE FORE 92630 DESCRIPTION: TBM SET SCRIBED 'X' a°o ° PRECISE GRADING PLANS ° CITY AND STATE LAWS,AND A PERMIT `yc 9a9s8a.o707 UNAUTHORIZED CHANGES, OF i-^ WITHIN A CHISELED FAX 949.588.0709 m o B SCLARE,ELEV 1561.29 CALL - CAN BE ISSUED. W BARRY J.COWAN ( ) - CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 7 ENGINEERING COMPANY "ke"gi eedng.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE -�, LOCATION: LOCATED ONE FOOT ';^„7� 19 BEFORE No. 46568 = PM 34442 PARCEL 2 You DIG! Orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacrament-%wenh-Tucson PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED : SHEETS a S NORTHERLY OF THE BCR * Exp,6-30-13 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o I,u AT THE NORTHWESTERLYQ �2eq PREPARED UNDER THE DIRECTION OF:ol LIVINGSMART HOMES PARKSIDE FILE No. i CURB RETURN HILLSIDE 1-800-227-2600 'Pf CiVIL R SCALE: DRIVE AND CANYON CHECKED KEN A.SEUMALO RCE.No.56915 DATE ✓lF pR CI+...o.t. shills m UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF cn��E PRECISE GRADING Q g i HILLS ROAD. Call at least 2 working days prior to excavating. BY: CITY ENGINEER BARRY J.COWA RCE •C46568 (EXP.6-30-13) DATE DATE: s SEE SHEET 14 FL 1528.39 v RIM 1528.6 - FL(IN)152646 \( Tr7 i 6 ' �x FG 1529.1`ti � 1 JNc�N1AT 1-loNJlrs T� s See 'e� I TC 1527.86 ; FL am 1526 Bo see Fc t529.oBLDG 39 !�A 1� K S 1 L7 PCR �, 5 C w TC 1528.50 E-' ,,,' _.__.._.. .._._,.,.,..__..........._.__.....___._...... ....�._... h^ k, ARISSA DRIVE RIM 1sze33; s `'v PCR X.......... I 11 RIM 152803 �........I/ _... �...... - ,/...... ....... 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FG 1528.7 TG 1528.3 O FG 1529.4 TG 1528.1,/ FG 1528.5 20X FL 1527.20 FL 1527.60 f / \ FG 1528.E FL 1527.40 FG 1529.0 I \ / FG 1528.4 � � -a � -► -�I� II TC 1530.21 FG 1530.4 � Itl9 \ FG 1530.9 TG 112 22 �• ,r'r r r ,r' FG 1528.E I FL 1527.30 r't r FS 1530.75 FG 1528.9 �FG 1528.9 FG 1529.0 J FG 1530.6 TC 1530 63 -tee FG 1529.3 PCR 1 FG 1528.7 FG 1529.0 FG 1529.2 r' PARCEL 2 -_�� r✓ / \n FS 1530.44 � g� � ..._- ".. _ I BOUNDARY lm FS 1529.70 i fX R/W EX SIDEWALK 10 (TIP) WALL 1 -'- -- - _ -- - I Lu _ _ -..._ -- -- -�._.. 1 - - Lu _ k---" TC 1529.50 - ..__. PCR EX siC&G� `\ _____.., -_--_.__,«_______._,___-,___ _ G 4 uj \/ __ HILLSIDE DRIVE - Arcl/EX f4rC BASIN M r � « EY V , \A -------- \ _.. 1 _ "a,4 « _..,.._.. _-_........__.. X f2°WATER y - f EX } \. U + '•------ ..-_......_ _.._,,,.......,,...----.._,_._y..._.....__ \ f4'CATCHBASIN 71 -- a s m CONSTRUCTION NOtES O1 CONSTRUCT 4'CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(JOINTS PER R[V CO STD 400) © CONSTRUCT PRIVATE DRAIN THROUGH CURB PER RIV CO STD 310 (MODIFIED PER DETAIL SHT 2) � € CAUTIONI LOCATION OF EXISTING UTILITIES ON ® INSTALL 4'PVC STORM DRAIN ................................................................................................................... SYMBOL ON PLANSs ============ ==== Q7 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD DWG•JS 229 C 0 10 5 0 10 zo -ao ? O ® 10 SEE LANDSCAPE PLANS $N THESE PLANS ARE APPROXIMATE AND 4 CONSTRUCT GRATED INLET PER DETAIL SHT 2 ... SYMBOL ON PLANSs m SHALL BE VERIFIED BY CONTRACTOR GRAPHIC SCALE T' 10' 5 CONSTRUCT BUBBLER DISCHARGE BASIN PER DETAIL SHT 2.... PRIOR TO CONSTRUCTION. �g� QV (.//b//3 O SYMBOL ON PLANSs BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY O F LAKE E L S I N O R E SHEET DIG ALERT COMPLIANCE WITH THE APPROPRIATE �pFE59 2 SOUTH POINTE DRIVE SUITE 275 -1651 15 CITY OF LAKE ELSINORE CONDITIONS OF DEVELOPMENT AND/OR / o DESCRIPTION: TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT LAKE FOREST,CA 92630 PRECISE GRADING PLANS OF I*n'a WITHIN A CHISELED �c . 949.588.0707 UNAUTHORIZED CHANGES, Y- SOUARE,ELEV 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN (FAX)949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 17 m oe y ENGINEERING COMPANY rickengineering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE BEFORE 46568 P M 34442 PARCEL 2 M LOCATION: LOCATED ONE FOOT No. PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED s SHEETS YOU DIGI Orange San Diego-Riverside-San Luis Obispo�Bakersfeld-gacramenro-Phoenix-Tucson °1p NORTHERLY OF THE BCR * 6-30-13 AT THE NORTHWESTERLY � IF N, Exo. PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LIVINGSMART HOMES PARKSIDE FILE No. CURB RETURN HILLSIDE 1400-227-2600 KEN A.SEUMALO RCE.No.56915 D TE J}'t CIVIL ! a � 6/u111 SCALE: DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED f OF cAvcuQ PRECISE GRADING R g HILLS ROAD. Call at least 2 working days vrlor to excavating. DESIGNED BY: DRAWN BY: By; CITY ENGINEER BARRY J.C WAN,RCE •C46568 (EXP.6-30-13) DATE DATE: LEGEND: EROSION CONTROL SUBDIVISION BOUNDARY ——— "I Z EROSION CONTROL BLANKET/ IRRIGATED NDED FIBER MATRIX WITH BONDED )/ ———— - — / — -- — — ---�T c, I BINDER AND MULCHED Lnr � — S ��// S v\ ti �— --- -- iT —�, -- —————— SILT FENCE —«--�—x— GRAVEL BAGS 000c0000000a0000 , " I I I \ �ANY0N HILL9 P R /... i r' r l i I S /- ,,, l ,r _ _ — m _ „•'' tit ~ ¢n I 'z 13 1 14 1557-1 `• ' IItt - sl l SHASTA DRIVE -T-- - 5 --� � i l • !I I CA � N ' r I Cs; a — MALON DRIVII s - - 4 \ �� {{ F'r1R r Fl 2 13 l 14 15 a - S - - $ - - S - - -S - w , .... - o - ,�h i _ - � � I � LL I 08 e CAUTIONI LOCATION OF EXISTING UTILITIES ON 30 1s 0 30 60 90 80 THESE PLANS ARE APPROXIMATE AND m m SHALL BE VERIFIED BY CONTRACTOR SEE SHEET 17 GRAPHIC SCALE 1"= 30' PRIOR TO CONSTRUCTION. Vol) (jV 6 -0/13 BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 1651 SHEET DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESA CITY O F LAKE E L S I N O R E o CITY OF LAKE ELSINORE CONDITIONS WITH DEVELOPMENT ANDS ( 2SOUTHPOINTEDRIVE-SUITE275 16 E LAKE FOREST,CA92630 PRECISE GRADING PLANS DESCRIPTION: TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT 949.588.0707 UNAUTHORIZED CHANGES OF WITHIN A CHISELED FAx949.588.0709 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOTBE F 0 R m r`. SQUARE,ELEV 1561.29 CALL CAN BE ISSUED. BARRY J.COWAN ( ) .17 Moo ENOINEekINcCOMPANY glneering.eom PM 34442 PARCEL 2 a LOCATION: LOCATED ONE FOOT BEFORE No, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU DIGI orange S,,Dlego-Riverside San LuhObi,po.BA fl,ld-Secramento Phoenlx-Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS i NORTHERLY OF THE BCR * 6-30-13 " PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE 19q/ Exp. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AT THE TUNORTHWESTERLY a ��L» CIVIL ! FILE N0. CURB RETURN HILLSIDE 1-800-22 SERVICE KEN A.SEUMALO RCE.No.56915 DATE �l 6A1 h SCALE: w' DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED f OF CAVVF� � - EROSION CONTROL g HILLS ROAD. Call at least 2 working days Prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER BARRY C WAN,RCE °C46568 (EXP.6-30-13) DATE ' DATE: SEE SHEET 16 9 , i t � - - i Ii IIi t _ ttl l i i ,y MALON R� D IVE t , FTA � II i�'� 1 II,ti il�i I I II -- ------ Ill!`t; I r - - - - - 13� - � 15 t )l1 S S 5 S -- ` W 1, 1 \ -- 1�44 7 , "I 1 l �``\ ql , 1y \ I - I' .I Will, 1`t 1 te'1 1'T" }4 i k - } i - i i I t, r is l / ti ,1 I 1 }ll : \...._. 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I,I � W t SUBDIVISION BOUNDARY 7 EROSION CONTROL BLANKET/, BONDED FIBER MATRIX(BFM)/ - - % IRRIGATED HYDROSEED WITH BINDER AND MULCH SILT FENCE --�--- lo GRAVEL BAGS m00000000000000 CAUTIONI LOCATION OF EXISTING UTILITIES ON 30 15 0 30 so 90 THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR GRAPHIC SCALE 1"= 30' PRIOR TO CONSTRUCTION. 4JOb OY m BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: CITY OF LAKE E L S I N O R E SHEET DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESV d-t sst o CITY OF LAKE ELSINORE '� 2SOUTHPOINTEDRIVE-SUIIE275 17 vox CONDITIONS OF DEVELOPMENT AND/OR LAKE FOREST,CA 92630 DESCRIPTION: TBM SET SCRIBED 'X' CITY AND STATE LAWS,AND A PERMIT - PRECISE GRADING PLANS OF IT 949.588.0707 UNAUTHORIZED CHANGES WITHIN A CHISELED o r'? 9 SQUARE,ELEV 1561.29 CALL CAN BE ISSUED. W BARRY J.COWAN (FAx)9a9sa9.o709 CAUTION:THE ENGINEER PREPARINGTHESE PLANS WILL NOT BE FOR 17 s BEFORE 46568 ENGINEERING COMPANY rickengineering.com RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE g M LOCATION: LOCATED ONE FOOT �ih�/ No. p g PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED PM 34442, PARCEL 2 SHEETS @ YOU DIG' Oran a San Diega-Riverside-San LWS Obispo-Bak..Wd-Sacramento-Ph-M.-Tucson NORTHERLY OF THE BCR 6-30-13 AT THE NORTHWESTERLY / ERo. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. E� 1y.Q � ��p/iqp PREPARED UNDER THE DIRECTION OF: LIVINGSMART HOMES PARKSIDE FILE N0. CURB RETURN HILLSIDE 1-800-227-2600 KEN A.SEUMALO RCE.No.56915 DATE Jf't CIVIL ! 2 6 �� SCALE: DRIVE AND CANYON UNDERGROUND SERVICE ALERT CHECKED P OF CAUF� `� a l 3 EROSION CONTROL - o HILLS ROAD. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER BARRY J.CO AN,RCE f°C46568 (EXP.6-30-13) DATE DATE: