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HomeMy WebLinkAboutTR 36118 PGP PLAN NO 16-349 to 16-352 CITY OF LAKE ELSINORE GRADING NOTES CONT... 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT & W AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH: 74 CANYON NEWPORT ROAD PRECISE GRADING PLAN CANYON PRELIMINARY HILLS PHASES HNICAL VESTING TENIGATION AND TATIVE GRADING *3 117 PLAN RANDEVI 3:ROUGH CRY OF GRADING LAKE R HILLSROAD ELSINORE,CALIFORNIA"DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE CANYON HILLS PHASE 8 PLANNING AREA 2C - TR 36118 LOT 3 (PROJECT NO.2-0020). SITE DRIVE MODELS 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH N j gyp• SCOTT ROAD - RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT AD GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNDY ON 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 CLI 0 KEITH ROAD ANY CONSTRUCTION/GRADING. `SHEET INDEX GRADING NOTES - 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A. 1 TITLE SHEET .SOILS ENGINEER TOTHE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 2 DETAILS 1. ALL WORK SHALL DONE IN ACCORDANCE WITH THE CITY OFERE MUNICIPAL CODE 30'IN VERTICAL HEIGHT. CHAPTER 15.72 ANDD APPLICABLE STANDARDS AND SPECIFICATIOONSNS ANNDD THE LATEST EDITION OF THE 3 MODEL PRECISE GRADING U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP TOWNSHIP:6S 4 MODEL EROSION CONTROL RANGE:4W 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE.PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:10,11 TO ANY OPERATION. - KEYED,ANDBENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES (1-800-422-4133)48 HOURS PRIOR TO GRADING, GREATER THAN 5:1 ARE REQUIRED TO 8E KEYED AND BENCHED. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN 24• THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ENGINEER'S NOTICE BASIS OF BEARING ADVANCE OF BEGINNING GRADING OPERATIONS, A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF THE BASIS OF BEARINGS FOR THIS SURVEY IS 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE THE WEST LINE OF LOT "A", AS PER TRACT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM - 30496, M.B. 367/17-25, N 00°16'15"W B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND 6 ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR . CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE FILLING OPERATIONS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. APPROVED,AND SHALL BE SHOWN ON THE PLAN. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME APPROVED,•SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE.EXISTENCE OF UNDERGROUND UTILITIES OR D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD OUT TO THE FINISHED SURFACE. LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 25.-EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE CENTER OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN STRUCTURES CONCERNED BEFORE STARTING WORK. EARTHWORK QUANTITIES (3)LAYER A.S.T.M.D-1557-70 TEST METHOD. ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES AT 20'ON CENTER;COMBINATIONS PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. EARTHWORK: CUT 625 CY 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL EARTHWORK: FILL 625 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. ' QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. NET: BALANCE 0 CY 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 26, APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %2'PER 27• APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT FOR A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE. RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X IF CUT OR FILL SLOPE IS LESS 28• ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS, THAN 10'.AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 13. PROVIDE 5'WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF SLOPES. GRADING OPERATION. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES.SHALL BE PERMITTED. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE GRADING AND SHALL BE ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE N0. CHARACTERISTICS OF THE SOIL 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR - THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND TO ROUGH GRADE APPROVAL. FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND LEGEND &ABBREVIATIONS SPE IFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION:6/1/16 COMPLETION.6/l/17 S R T RP RE OR THIS DEVELOPMENT. - 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL o CURB & GUTTER..........................................C&G SEWER - ...,.......SEW SEWER LINE T �T7 244- LOTS 1,2,AND 3 AND LETTERED LOTS'A'AND'B'OF TRACT NO.30496,IN THE CITY OF LAKE BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION, aEDGE OF PAVEMENT.......................... EP BOTTOM..................,..........................................BOT WATER LINE..................................................._W_ (SIGNATURE)- (GE NO.) (DATE) ELSINORE,.FILED NOVEMBER 5;2004 IN BOOK 367 OF MAPS,AT PAGES 17 THROUGH 25,INCLUSIVE,AS MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. - SFINISHED GRADE........................... FG RIGHT OF WAY.........................a....................R/W RETAINING WALL ................................. INST.NO.2004-0880093,O.R.ON FILE IN THE OFFICE OF COUNTY RECORDER OF THE COUNTY OF TOP OF CURB.................................................TC CAST IN PLACE...........................................CIP FIRE HYDRANT.............................................,w* - 20io_ If;47 11-1 RIVERSIDE,STATE OF CALIFORNIA. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION TOP OF DIKE...............................................„.TO RECLAIMED WATER.......................................RW WATER VALVE ...................._.........................® (SIGNATU E (CEG NO.) (DATE) BEFORE APPROVAL. - vn FLOW LINE.......................................................FL OUTSIDE DIAMETER.....................................OD SEWER MANHOLE .........................................® RESPONSIBLE PARTY FOR PRIVATELY m U PORTLAND CEMENT TECONCRETE...........PCC POINT OF CURB RETURN...................„...,PCR SEWER CLEAN OUT..................................... �Nc:NEERi% Q¢oFEss;oh MAINTAINED FACILITIES 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE ASPHALT -�o AC PROPOSED .._....:...............................................PROP R/W...............................,...................................... BUILDING DEPARTMENT..---- ,4's�" oyRS o ���y°oS 6R�y��Z AGGREGATE BASE.........................................AB INVERT ELEVATION..............._..___..........IE FENCE..................... -- ^ o PARDEE HOMES N """""""""""""""......"'- " `N u, Na2B57 4 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) a o CENTERLINE.....................................................CL LAYOUT LINE..................._...._...............-_....LOL RECLAIMED WATER LINE................... �.RW- rtv. c zoso m 2120 PARK PLACE,SUITE 120 <. v, E.v.( cil• m PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. PROPERTY LINE...-..................................... Pt CURB FACE....................................................-CF ® E•P z A EL SEGUNDO,CA 90245 NPDES WDID*8-33C362205 DATE PERMIT ISSUED:10/10/2011 - e EDGE OF TRAVELLED WAY--................ETW BEGIN CURVE.........................................„.......BC STORM DRAIN UNIT NO. ...................... X * # * O # (310)955-3100 oc CHANNEL....................:.„....................................CH END CURVE........_.............................................EC CONSTRUCTION NOTE ITEM N0. ....... 61 �TgTFOF C 0;0,aP �Tq FoOFCAVF PAP 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS <„ FG•BACK OF WALL.................................BW EXISTING.................,..........................................EX PAD EXTENTS ...............................................__ ENGINEER/CONTACT PERSON SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO PIG•FACE OF WALL.................................FIN EXISTING GRADE/GRADIENT............„.....(.) - REMOVAL AT OWNER'S EXPENSE. FACE OF CURB...............................................FC DIRECTION OF FLOW..................................y - OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. WDID * 8-33C362205 o a WATER ...................:.................._........_.............WAT DAYLIGHT LINE ................................. -n- PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. \ STORM DRAIN................................................SO TOP OF SLOPE.............................................., 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 * /y C � s�yC/Zp I` g N� TOE OF SLOPE............................................... EL SEGUNDO,CA 90245 CORONA,CA 92880 ) w a o BARRY J.COWAN,RCE N0.46568 DATE SUBDIVISION BOUNDARY....--................-._---_-_ (310)955-3100 (951)509-7090 PROPERTY LINE .........................................._C- CONTACT:TOM MCCARTHY GRADING PERMIT 4)0 b 8V 5/6/l6 Iu m BENCH MARK: DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: z SOUTH POINTE DRIVE-SUITE 275 a9osc ARET APPROXIMATE N AND SH OF ALL NBEUV VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE TILITIES ON THESE P ANS SHEET � - ELEVATION:1400.813(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Y ESS04'.4 LAKE FOREST,CA 92630 PRIOR TO CONSTRUCTION. 1 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT.CAN BE ISSUED. 7 949.588.0707 +Q DESCRIPTION:2.7 MILES NORTHEAST ALONG crpc (FAX)9a9.588.0709 UNAUTHORIZED CHANGES- PRECISE GRADING PLANS OF RAILROAD CANYON ROAD FROM THE - y ENGWEERING COMPANY - /cke gne .g.aom +DN e CAL1. BARRY J_COWAN ,., CAUTION:THE ENGINEER PREPARING THESE PLANS WLL NOT BE CANYON HILLS PHASE 8 4 INTERSECTION OF RAILROAD CANYON ROAD �^ Orange. San Diege-Riverside-San Luis Obispo-&ke fidd Sacramento Phoena-Tuceon ^� AND STATE HIGHWAY 71,122.0 FEET , BEFORE �, 46568 z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2C - MODELS YOU DIG' PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, ��•�ff�'-'e,�p�//1y�1 + • - ^' 6.0 FEET SOUTHWEST OF POWER POLE -!-= `� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 3 FILE N0. 'a ^1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE*43920 DAT Jj CIVIL �p /n� --" MARKER POST,A BRASS DISK SET IN THE CITY ENGINEER .,rf Of CAVK rb CN••�^- $�¢�ZDIL SCALE. SHEET SPECIFIC UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED F� * - TITLE SHEET 0 0 o TOP OF CONRETE POST E-14-IG. Call a+least 2 working days prior to excavating. BY: BARRY J.COWA ,RCE C46568 DATE DATE: Iw• ' PRECAST WHEEL IDENTIFICATION CONSTRUCTION NOTES QUANTITIES STOP (SEE DETAIL A) SIGN 2.5' O FENCING PER LANDSCAPE PLANS - O5 INSTALL 4"PVC DRAIN PIPE 00.5% MIN. T� ACCESS 44 LF AISLE © INSTALL POP-UP DRAIN EMITTER AND 12"NDS BOX PER IEA BLUE BORDER FF PER PLAN PAD ELEVATION PER PLAN FF PER PLAN PRIVATE DRAIN DETAIL ON SHEET 2 z 2" 3" 2" 4' PAD ELEVATION PER PLAN OT INSTALL 4"ROUND DRAIN GRATE(NDS 93 OR APPROVED EQUAL) 1 EA 3 22 MIN, 20y,MAX - OS CONSTRUCT 6'PCC DRIVEWAY 1,063 SF ti _9' �_91M VA HATCHED LINES AT 2" • 'A ' t7 . _ _ - 20' MAX 2%MSN, LESS 36"ON CENTER (MAX) INTL SYMBOL OF P ING LL 5.5" 9O CONSTRUCT SWALE• 1% MIN. ACCESSIBILITY 3.5" SWALE PER CBC C- p 3'MIN 3'MIN 10 STD.NO.2114'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 1,036 SF SIDEYARD LENGTH -11 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS - - PER PLAN PER 2013 CBC SECTION 1129B.4 AND FIGURES 11B-18A TO 11B-18C TYPICAL VAN ACCESSIBLE DETAIL A: WHEEL STOP SECTION AND ELEVATION TYPICAL SIDEYARD: SECTION A-A ADA PARKING STALL DETAIL NTS NTS FG FG FG FG 4 PER CBC SECTION 11B-502 PER PLAN �\ PER PLAN 4 NTS - PER PLAN PER PLAN FG PER PLAN X z z MAN z z 0l � i X m BLOCK WALL 1 NO MI 20% MAX. —�— 6"MIN.COVER ' ' ' r \ BLDG 138 -- �: BLDG 137 i FALLOW FOOTING \ 'PE 1486.30 + \ BLDG 136 FF 1489.37 ' a �1'MIN. FF 1491.47 PE 1488:70 i PE 1490.80i 3'MIN. TGi AND IE T GFR PER PLAN / / BLDG 135 27. MIN. PER PLAN GFR PER PLAN / f FF 1492.47 20% MAX. DRAINAGE UNDER BLOCK WALL MODELS :� e f° PE 1491.80 r 3'_MIN._ I , NTS FF ELEV.PER PLAN � FF ELEV.PER PLAN // PAD ELEV.PER PLAN a�;; p ! PAD ELEV.PER PLAN GATE \„�./ BLDG 134 / MODEL PARKING r 3'MIN• PE 14192.20- 3 MIN. kGFF PER PLAN OF PER PLAN t G ———— 5 --- BLOCK WALL o 3'MIN. FG o m 6"MIN.COVER FOOTING � F9q� F9 ,y 9ti DRAINAGE UNDER FENCE E NTS `O � �, �• .. .. INDEX MAP .. - 1"40' 40 20 0 40 80 120 TYPICAL LOT DRAINAGE 10' OROEL 430 APPROVEDNDS POP-UP E EQUIVALENT) GRAPHIC SCALE 1"= 40' NTS 4.5'SIDEWALK MIN. .10'MIN. 4'MIN. MODEL 1225 12"NDS BOX ti INVERT ELEV.1/2 PIPE x WITH REMOVABLE LID D}A.ABOVE INLET PIPE CENTERLINE (MIN) W (BOTTOM REMOVED) PAD ELEVATION PER PLAN a MODEL 430 4"NDS POLYOLEFIN POP-UP FF PER PLAN �— PAD ELEVATION PER PLAN ¢ DRAINAGE EMITTER WITH U.V.INHIBITOR , -- O f FF PER PLAN COMPACTED TOPSOIL a 2y o INV.ELEV. 4"PVC DRAIN PIPE m 4'PVC DRAIN o NDS 1/4 BEND DRAIN ELBOW PER PLAN PIPE SLOPE=0.5% MIN. PIPE DEEPENED FOOTING (PER PLAN) 1/4"LEACH HOLE 4"PVC DRAIN PIPE MODEL 430 4"NDS POP-UP EMITTER ACHIEVE 5'MN.CLEARANCE FROM I a > BOTTOM OF FOOTNG TO SLOPE FACE c o PIPE SLOPE =0.5% MIN. (OR APPROVED EQUIVALENT) DRAIN PIPE 3/4"T0 2'CLEAN WASHED MODEL 1225 12"NDS BOX CRUSHED STONE DRY WELL ROCK WITH 30X VOID 2 POP-UP EMITTER DETAIL POP-UP EMITTER DETAIL: PROFILE POP-UP EMITTER DETAIL: PLAN TYPICAL FOOTING AND SLOPE DETAIL = (NDS OR APPROVED EQUAL) NTS NTS NTS w ao NTSgL o BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: souiH POINie oRive-suite275 -149osc CAUTION: OF EXISTING UTILITIES ON THESE PLANS SHEET -% ELEVATION: 1400.873 MGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LgKe FoseST,cA 9zeso ARE APPROXIMATE AND SHALL BE VV.=RIFIED BY CONTRACTOR CITY OF LAKE E L S I NO R E -" RIVERSIDE COUNTY DESIGNATION:E-14-TO THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OA'41 . 949 588 mug PRIOR TO CONSTRUCTION. 2 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)94vssa.m09 PRECISE GRADING PLANS OF a,+°Q DESCRIPTION:2.7 MILES NORTHEAST ALONG ��% ENGINEERDJG COMPANY ri<kengineering.co,7n UNAUTHORIZED CHANGES_ m'Q RAILROAD CANYON ROAD FROM THE CALL �, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 $ � INTERSECTION OF RAILROAD CANYON ROAD _ 'P 0—p SanDego-R'versde SanWlsObispo Bakersfield-SacramenW Phoenw-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE pp 2C - MODELS AND STATE HIGHWAY.71,922.0 FEET BEFORE No, 46568 YOU nIc! PREPARED UNDER THE DIRECTION OF: PLANS. Ali_ CHANGES TG THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD.. _ 5' !! _ * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST-0F POWER POLE �� -------- T R 36118 - L 0 T 3 FILE NO. m m •1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 .BRAD FAGRELL,RCE^4392 DATE Jj. CIVIL �? /L. 4 �f�jp('b z CITY ENGINEER 4rf. r.:Q/1„d+0 SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE I1'NDERGROIII\D SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CAVIL DETAILS �S R 0 0`o TOP OF CONRETE POST E-14-T0. Call at least 2 working days prior to excavating. BY: BARRY J. OWA ,RCE "C46568 DATE DATE: �% CONSTRUCTION NOTES O4 FENCING PER LANDSCAPE PLANS _,..---------'-' O5 INSTALL 4"PVC DRAIN PIPE @ 0.57 MIN. ,,.�'"� 55 -,-�"`" FG 1488.70 � � FG 1486d0 - FG 1486.30/ �6 INSTALL POP-UP DRAIN EMITTER AND-12'NDS BOX PER '`f ✓ � �� X FG N90.80 (TYP)(4)\_� FG 1488.70 t PRIVATE DRAIN DETAIL ON SHEET 2 1''� ,,.� ""f yyl FL 1488.41 102 �v1488�a.I160 7O INSTALL 4-ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) .' s� ...-w"` � �49i 460 ~ FL HP SEE TYPICA[LFOOTING AND 2(TYP) 1 ) 8O CONSTRUCT 6°PCC DRIVEWAY tt �„„ FG 1490.80 107. 444 0.50' ' FL HP Y rry�- } � \ FL 1490.47 I' OF I'd 1491.80 I { + I t \:J CONSTRUCT SWALE® 1%MIN. �}- ! tt t 9 �•pV FL 1488.31 1491.70 � =-0.50' FL 1488.16 `�r•• � I FG 148&TO � j t0 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE S30 FL HP` FL 1490.39 DFJR STD.NO.211 4 O - .. - �,,,•-"�~ ✓ FL 1490.20 9 1.0% r i�/ 0.50' I I FG 1488.70 mm 0.50' 11 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS ✓ i 0.50' r OF / �� OF\ 1 li� 4- FC 1488.70 I"' BLDG 138 PER 2073 CBC SECTION 11298.4 AND FIGURES 118-18A TO 118-i8C I� �FI'191.545 � DF E 1 FG 1490.80 { 0.00' o / r t FG 149oaa [ FALLOW / TE 1490.15 1 c OF PE 1486.30 0.50' T IE 1489.15 AOb DF t „ 0.10' 1 + (TYP) 4 FG 1491.80 „ OF i # J „ DRAIN UNDER GATE 1 ! I FL 1491.32 N -' 'n (SEE DETAIL ON SHEET 2) FG 1492.2D •- GFR 1488.18 E FG 1491.80 0 , ✓�'� I (TYP) i GFR 1490.14 1 w / o,00' "w BLDG 136 FG w88.2o _ BLDG 137 X X X X DF t1 i N FF 1489.37 -1 1 FG 1490.55_ FF 1491.47 I J o GFR;�A9�4A FG 149o.eo _ PE 1490.80 S �� PE 1488.70 0.30' �n V FG 1490.50 DF' I 0.50' ee f FG 1491.70 0 - r�BACKWATER / 1 s �ey3� PLAN 3A � HANDICAP RESTROOM PER ;; - yy I SEPARATE PLANS BLDG 135 ,, REQUIRED t FS 1489 72 _ FG 1488.70 DRAIN HROUGH FENCE 11 I� OFF= 1487.93 DF FF 1492.47 Fs 149t.47 A6 ( DETAIL'ON SHEET 2) , �'_;- r�--til FS 149L22 FG 1490.80 I I TS 148898' ( ' 0 20 PE 1491.80 FS 1489.TT 0.30 +�i`; m a FG 1492.20 DF PLAN 1B IE IN 1488.80 DF 0.30' GFF =1489.89� i 1 BS 1487.48 Iv 0 FL 1491.05 0.50' 3 6.0"STEPS FG 1491.60 DE I ,+ ,a SALES OFFICE IE OUT 1488 79 r TS 1489.16 DF FG 1488.30 REO_D I tt 4 o� FG H91.80 FG 149t80 0.50' TS 1491.07 BS 14S1 N 70 O •�* o FS1492.47 Agp.60 OF BS 1489.57 -,14.0"STEP o 1487.70/ �: X FL 1490.95" a ,IFS 1492.22 pFF 'A No 0.50 ' m 1T FL GB 0 DF 10 FS 1486.83 ll € FS 1491.82 �� FS 4492.11 z. DF ', 3 6.0°STEPS u, REQ'D BLDG 134 FS 1490 68 REQ'D o w TS H87.41 FS 1491.30 BS 1491.31� . /.�� \FS 1488.98 �'' BS 1466.88 � MODEL PARKING - a�q9 Fc 1490.30 © �- TS 1487.3t t 6.4•STEP FS 1491.27 ,,, 2 4.8"STEPS fN PE 1492.20 v- 1p\ FS 1490.34 „ TS 1489.49 BS 1486.80 ,: / c� 'o, REOOD� O\r TS 1489.08 •o• o• FG 1491.80 iii BS 1488.75 BS 1489.04 16.1°STEP ,�s } + r FS 149a.42 9, .n A \ .+ 9,p 14.0°STEP 15.4RE� REO'D j, (TYP) 4 REO'D S ! eye yes v�SS 10 4 TYP) t Q FS 1491.36 10 1490.76 FS 1490.93 �� �S v �ySS y T, + l y0 FL GB �� TE 1489.70 �. �Bg >� '9 GATE PER LANDSCAPE PLANS l _, i; �� ,x11• \y 6 [E 1488.70 s i rV -� FS 1491.64 9• `•y � �989 `rS 4 (TYP) RIM 1487.89 e, 5.5s%' DAHLIA WAY FS 1491.55 �p �• VN'p- T3 . ----^------� \\ i IDENTIFICATION.SIGN r• ------'`' ,', , J � k WHEE4 STOP. 8 �99 V t } it q9p 87 ~12 10 . ,dry Q�X; C � n nq 1 i fi= i-; o � N l , o 0 ' Lh IT n 7 , 1 ; tl bb ~~ NEXT UPSTREAM MH RIM 1492.40 i 10 5 0 10 t 20 30 0 l } ,. ✓ , � �^..i fir-"+.. GRAPHIC SCALE = 10' m m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL; 2SOUTHPOINTEDRIVE-SUITE275 J-1 aeosc CAUTION:Po LOCATION N EXISTING JTILIT ES ON THESE PLANS SHEET E!EV.4TION'o 7400.873(NGVD 29) - - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY 0 F LAKE E L SIN O R E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QE F�01f/Y Ba9see.o7o7�CA92630 PRIOR TO CONSTRUCTION. S - RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (PAX)BaBs8s.o7o9 PRECISE GRADING PLANS OF a PQ DESCRIPTION:2.7 MILES NORTHEAST ALONG �%' ENGINEERING COMPANY rFnkengineer{ng.com UNAUTHORIZED CHANGES m Q RAILROAD CANYON ROAD FROM THE CALL _ BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4, 1w INTERSECTION OF RAILROAD CANYON ROAD orange San Diego-Riverside-San Wis Obkpo-Bakersfield-Saaame,rto-Phoenix-Tuoon BEFORE z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ^ AND STATE HIGHWAY 71,122.0 FEET '1 tw, 46568 P A 2 C - MODELS YOU DIG! S NORTHWEST OF RAILROAD CANYON ROAD, + PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 38118 - LOT 3 6.0 FEET SOUTHWEST OF POWER POLE ------ - FILE N0. °1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FAGRELL,RCE•43920 DATE Jr CIVIL �r CITY ENGINEER ArE. ,,,,�Q Sft: SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAV MODEL PRECISE GRADING 0 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: - BARRY J.COWAN,RCE ?C46568 DATE DATE: V EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES All erosion control plans shall be in accordance with City of Lake 1. The developer and his contractor are responsible for 12 TACKIFIER 18,409 SF Elsinore Ordinance Nos. 802, 882, 772, 1258, 529, 1004, construction implementation and maintenance of the SWPPP-approved, -m»- 13 SILT FENCE PER DETAIL ON SHEET 4 632 LF site Best Management Practices (BMP's) and standards outlined within - pre-qualified BMP's from the California Storm water Quality - the Lake Elsinore Design Manual. No grading permit shall be issued Association (CASOA) handbook/website for construction to ooaoa0000 14 GRAVEL BAGS PER DETAIL ON SHEET4 177 LF without an erosion control plan approved by the City Engineer. The retain sediments from areas disturbed onsite to the maximum erosion control plan shall include details of protective measures, extent practicable. The erosion control measures include those including desilting basins or other temporary drainage or control shown on this plan and applicable SWPPP as well as any measures, or both, as may be necessary to protect the water quality additional erosion control measures (e.g., hydroseeding, _ of receiving water bodies or to protect adjoining public and private mulching of straw, gravel-bagging, diversion ditches. retention - - property from damage from erosion, flooding or the deposition of mud basins, etc.) dictated by field conditions to prevent erosion 44 II or debris which may originate from the site or result from such and/or the introduction of dirt, mad or debris into existing -J �° Ij grading operations. public streets and/or onto adjacent properties during ANY phase of construction operations. I' i. All erosion plans shall be in accordance with C125 of Lake Elsinorea Ordinance Nos. 529, 772, 802, 882, 1004, 1258, 2. Storm Water Pollution Prevention Plan (SWPPP) shall be kept construction site Best Management Practices (BMP's), and standards on-site and made available upon request of a representative of - l outlined within the Lake Elsinore Design Manual the Regional Water Quality Control Board (RWGCB) -Santa Ana Region and/or the City of Lake Elsinore. - I t '•,,_ lT..... 2. The developer/contractor is responsible for any discharges by GG subcontractors, 3. Construction sites shall be maintained in such a condition that Z tit SILT FABRIC "t 1i 1 an anticipated storm does not carry wastes or pollutants off the - 3. In case of emergency. call Robert Skands (r e�onstble person) site. Discharges of material other than storm water (non-storm at (951) 545-9858 (24-hour phone number). water) are prohibited except as authorized by an individual 5' al 2q(2-STAKE TOE OF SLOPE 12 NPDES permit under the statewide General Permit-Construction 4. Devices to reduce erosion damage shall not be placed moved or Activity. modified without the approval of the Director of Public Works or. BLDG 138 in an emergency, by the person responsible for grading 4. Potential pollutants include but are not limited to: solid or operations. liquid chemical spills; wastes from paints. stains, sealants. r �,BLDG 137 FALLOW solvents, detergents. glues. Itmre, pesticides. herbicides, / ` BLDG 136 FF 1489.37 PE 1486.30n ' 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives. and asbestos fibers, painter - r ` PE 1488.70 n }portion of the site that is necessary for construction. The flakes or stucco frognenls; fuels, oils lubricants. and ' FF 1491.47 ` construction site shall be managed to minimize the exposure time hydraulic, radiator or battery fluids; concrete and related 'r 14 of disturbed soil areas through phasing and scheduling of cutting.a-cuing residues: float�le wastes; wastes from m 6)(6'TRENCH WITH PE 1490.80 -� 1 grading and the use of temporary and permanent soil engine/equipment steam cleaning or chemical degreasing; wastes TAMPED BACKFILL stabilization. BLDG 135 �� X fine street cleaning: and super-chlorinated potable water from : � line flushing and testing. During construction, disposal of such FF 1492.47 ,n 6. Once disturbed, graded slopes exceeding a 3;1 ratio and ten materials should occur in a specified and controlled temporary \ / t3 HE 1491.60 Q}a► - (10) feet in height (temporary or permanent) shall be stabilized ilized area an-site physically separated from potential storm water - if they will not be worked within 7 days. During the storm season, runoff, with ultimate disposal In accordance with local, state r , \ all slopes shall be stabilized 24 hours prior to a predicted and federal requirements. TYPICAL SECTION SILT FENCE (CASQA SE-1) jr` 12 storm event. Construction sites shall be revegetated as early as \\ / .Y,,,.w I 14 feasible after soil disturbance and within 7-days of completion. 5. Runoff from equipment and vehicle washing shall be contained at �\, --'" \ BLDG 134� construction site and must not be discharged to receiving waters NO SCALE f -.t - 7. Fill slopes at the tract perimeter must drain away from the top or the local storm drain system. / MODEL PARKING. '� ` '1 of the slope at the conclusion of each working day. - I PE 1492.20 ', l 6..Appropriate BM's for construction-related materials, wastes, ,,( s 8. The contractor shall be responsible and have signsposted on the spills or residues shall be implemented to eliminate or reduce site to warn against public trespass Into areas where water is transport from the site to streets, drainage facilities, or 0 impounded. adjoining properties by wind or runoff. 5' a 5' 9. Dust shall be controlled by watering or other methods approved 7. Material storage and staging areas shall be established. Fuel o i by the City Engineer. tank, portable toilets, liquids, gels and powders shall have `..� secondary containment and be stored away from all private/ . 10.Placement of devices to reduce erosion damage within the public storm water conveyance systems. sidewalks. rights-of-ways I development shall be shown on the approved plan. and flow-lines. BAGS 11,Desilting facilities at all drainage inlets for the graded site 8. All portable mixers shall have plastic liners underneath with �2 HIGH GRAVEL FILLED - shall be designed for a twenty-five (25) year, six (6) hour storm .BURLAP BAGS " ,,f ":�✓ Y Y gravel bags places on the down-hill side of the liners to �e Intensity. They mast be detailed on the plans. Design and contain discharges. 3 HIGH UNLESS 14OTHERWISE NOTED specific recommendations shall be submitted for the following: 6' 6' al Desiltirq basin volume based on radiant and nature of soils. 9• Controlled street washing will only be allowed prior to the WEIR WEIR :E)19 - Q applfaction of asphalt seal coats and only when all pertinent drainage inlets are protected. I T, ' b) The extent of all graded areas and identification of anyCE � �.� temporary soil stabilization measures. 10.All construction contactors and subcontractor personnel are to D D c) Size of desilting basin outlet pipe and overflow. be made aware of the required BMPs and good housekeeping measures - for the project site and any associated construction staging d) Dike requirements. Show minimum wall width, slope of walls. areas. NOTE:TOP ELEVATIONS OF GRAVELBAGS BE EQUAL TO percent compaction. etc. 11.Discharging contaminated groundwater produced by dewa+ering TOPLOFCURB ELEVATIONJACENT - e) Outlet conditions from the desilting basin shall not exceed groundwater that has Infiltrated Into the construction site is downstream limitations, with the exception of overflow, which is prohibited activities non-contaminated y require a �grrounal nddwater produced by ollutantSTREET INLETS SECTION D-D - de b designed to-proVide capacity of 1.5 timles the max imxrl dewafering Discharge Elimination System(NPDES) permit from the Regional NO SCALE 40 20 a 40 so 120 design n flow. Water Quality Control Board. NO SCALE - 12.Necessary materials shall be available on-site and at convenient 12.Storm water runoff shall not be directed over any slopes without GRAPHIC SCALE 1"= 40' locations to facilitate rapid construction of temporary devices permanent down drains installed. Erosion and sediment controls or to repair any damaged erosion control measures when a 50% Including maintenance are required on all exposed slopes until - chance or greater of rain within a 48 hour period is forecast sufficient permanent landscaping has been established. 100% for Lake Elsinore by the National Oceanic and Atmospheric Agency slope Drotectton must be in place prior to the issuance of the - (NOAA). final certificate of occupancy. 13.BM"s shall be maintained and inspected daily. All removable 13.Vegetation clearing and brushing activities shall not be - protective erosion control devices shown shall be In place at Initiated during the wet season on any sites which are not the end of each working day when the five (5) day rain probability adequately protected with desilting basins or other temporary - forecast exceeds fifty percent (50%). drainage or control measures. 14.After a rainstorm, all project generated silt and debris shall be removed from check berme, onsite public drains and pipes. 14.Stockpiles of soil shall be properly secured with BMP's to -drains and pipes of adjacent properties and desilting basins and Stockpile or reduce sediment transport from the site to streets.drainage facilities or adjacent properties via runoff, vehicle the basins pumped dry. Any graded slope BMP's damaged during a tracking, or wind. Stockpiles inactive for a period of 14 days rainstorm shall also be immediately repaired. Failure to provide or more shall be covered; active stockpiles shall be covered effective maintenance may result in penalties. prior to a forecasted rain. - `0 15.Discharging of contaminated soils via surface erosion is 15.Special attention shall be given to preparation and v prohibited. installation of the Rain Event Action Plan (REAP) as required 16.Construction access points shall be stabilized with based on site Risk Level or as mandated by the Santa Ana Regional coM)ination of rock and shaker plates year-round to prevent Board NPDES Permit. General Permit-Construction Activities. track-out. Routine street sweeping shall be performed on all 16.At the end of each day of construction activity, all construction paved streets where tracking is observed. Vacuum sweepers shall debris and waste materials shall.be collected and properly m U be used when street sweeping becomes ineffective. disposed of in trash or recycle bins. o 17.This site has obtained a National Pollution Prevention Elimination System(NPDES) permit to regulate municipal and - industrial storm water discharges. - NPDES WDID#8-33C362205 DATE WDID ISSUED: 10/10/2011 a 4 The undersigned civil engineer, a qualified OSP and/or OSD will 18.review placement of erosion control and Insure that work is in c o accordance with the approved plans. - „� 0 VgS6 12.131 m m (Signature)(L cense�ate) v� y BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: zsovtni POINTE DRIVE-SURE vs aeosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q1ESSIOAW( 949569.0707 CA 92630 PRIOR TO CONSTRUCTION. - 4 ' o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. f PAx 949ssa.o7o9 PRECISE G R A D I N G PLANS r + +Q DESCRIPTION:2.7 MILES NORTHEAST ALONG o yc ( ) UNAUTHORIZED CHANGE$m OF «Q RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY .�=k�"e"e e."s.=om CALL BA J.-,CON AN CAUTIOM THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - m � INTERSECTION OF RAILROAD CANYON ROAD - s o,aose .man sego-ml��lde-man w�.ot,�:voeake„r�ie sa�,amemo once":r 4 ^� AND STATE HIGHWAY 71,122.0 FEET ��� BEFORE n /1 yo, 46568 RESPONSIBLE OR LIABLE FOR UNAOTHORIZED CHANGES TO THESE PA 2C - MODELS o NORTHWEST OF RAILROAD CANYON ROAD, mu 0ta! �iC",H, S�lnl JT��!6 * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. 6.0 FEET SOUTHWEST OF POWER POLE TR 36118 - LOT 3 °i $1853732E,1.O FEET NORTHEAST OF A 1-800-227-2600 BRAD FACRELL,RCE�4392 DA E .i� CIVIL �Q .� MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED CITY ENGINEER 4TF OF CA4VVOQ� � 4 S�¢��I� SCALE: SHEET SPECIFIC MODEL EROSION CONTROL .. o 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY, BARRY J.CO AN,RCE"C46568 DATE DATE: ��G-