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HomeMy WebLinkAboutTR 36118 PGPG PLAN NO 16-345 to 16-348 CITY OF LAKE ELSINORE GRADING NOTES CONT... / 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT SHALL BE ED A RT OF THIS GRADING PLAN, ALL BE D WITH; 74 CANYON PRECISE GRADING PLAN AND PRELIMINARYOGEOTTEECHNICALA INVESTIGATION AND GRADING xPLAN NREVIEW: ROUGH EGRA GRADING FOR HILLS g NEWPORT ROAD CANYON HILLS PHASE 8 PLANNING AREA 2A � ELSINOCANYORE HILLS PHASE 8,VESTING TENTATIVE TRACT MAP 3611A AND 3611I CITY OF LAKE ROAD ELS[NORE,CALIFORNIA"DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE • (PROJECT NO.2-0020). - SITE �opo DRIVE 215 TR 36118 - LOT 1 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF qo� BUILDING PAD ELEVATION. WHERE SPECIFICELEVATIONS ARE REOUIRED,THE ELEVATION (WITH SCOTT ROAD MODELS RESPECT TO MEAN SEA LEVEU SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT OAD GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. UNDY ON - 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 CLiNTON KE�ITH R pp 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 i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OFLAKE ELSINORE MUNICIPAL CODE . SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENT'S FOR CUT AND FILL SLOPES OVER 2 DETAILS CHAPTER 15,72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 30'1N VERTICAL HEIGHT. 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,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHAH BE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND US.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 50 ARE REQUIRED TO BE KEYED AND BENCHED. BASIS OF BEARING - 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 THE BASIS OF BEARINGS FOR THIS SURVEY IS ADVANCE OF BEGINNING GRADING OPERATIONS. A.UPON COMPLETION OF CLEARING AND.DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, THE WEST LINE OF LOT "A", AS PER TRACT COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 30496. M.B. 367/17-25, N 00"16'15"W 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE - ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR APPROVED,AND SHALL BE SHOWN ON THE PLAN. FILLING OPERATIONS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. - 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 D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR OUT TO THE FINISHED SURFACE. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD - 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 90Y 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 REPLANTED 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 750 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 750 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 Ve 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 SCALE. 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 1%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 1'HIGH 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. GRADNG 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 81 ABBREVIATIONS SPECIFICATIONS OUTLINED 1N THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION:6/1/16 COMPLET[ON:B/1/17 a REPfRl PRPARRD Fjp"p/�THHIIS DEVELOPMENT. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL oCURB& GUTTER........................__..__........C&G SEWER................................................................,SEW SEWER LINE..-......--................................. _S_ ' �F'1 A57 -4�I� .LOTS 1,2,AND 3 AND LETTERED LC''S'A'AND 13'OF TRACT NO.30496,IN THE CITY OF LAKE BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION, o EDGE OF PAVEMENT................................._EP BOTTOM.............................................................BOT WATER LINE..................................................._W- (S I NAT� URE)- (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. 8 FINISHED GRADE...........................................FG RIGHT OF WAY...............................................R/W RETAINING WALL........................................... INST.N0.2004-0860093,O.R.ON FILE IN THE OFF ICE OF COUNTY RECORDER OF THE COUNTY OF - _TOP OF CURB.........:......_.._......_...................TC CAST IN PLACE............_.............................CIP FIRE HYDRANT.........-...................................004 .P1/` `Y S�It��7 RIVERSIDE,STATE OF CALIFORNIA. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION TOP OF DIKE...............................................-TD RECLAIMED WATER......................................RW WATER VALVE ..............................................® (SIGNAT (CEG NO.) (DATE) BEFORE APPROVAL. FLOW LINE...................-..................................FL OUTSIDE DIAMETER.....................................OD SEWER MANHOLE ..................................... ® RESPONSIBLE PARTY FOR PRIVATELY PORTLAND CEMENT CONCRETE...........PCC POINT CURB RETURN.........................PCR SEWER CLEAN OUT..................................... NGwFEeI QµofES%4, 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE ® vy`� a.Aic cF �,o ottAoq,c MAINTAINED FACILITIES BUILDING DEPARTMENT. - o ASPHALT CONCRETE.................................AC PROPOSED............................_..........................PROP R/W......................................................................, m AGGREGATE BASE.........................................AB INVERT ELEVATION............__. ''�� y< �" a yp PARDEE HOMES - 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) ]E FENCE..................................................................-ac---" °4 a`o CENTERLINE.....................................................CL LAYOUT LINE.................................................LOL RECLAIMED WATER LINE......................... -' No.2857 m 2120 PARK PLACE,SUITE 120 a_ RW- Ne.c czoso Ib PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. PROPERTY LINE PL CURB FACE CF Ezp. I� �. z EL SEGUNDO,CA 90245 NPDES WD1D •8-33C362205 DATE PERMIT ISSUED:10/10/2011 - ......._................................... .................................................._.. 4L * o .• * (310)955-3100 , o STORM DRAIN UNIT N0. ...................... g S EDGE OF TRAVELLED.WAY................._..ETW BEGIN CURVE_:...............................................BC s c s e P - r ? r OTECHMO P 9 4 m CHANNEL............................................................CH CONSTRUCTION NOTE ITEM NO. ....... e a WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS END CURVE.......................................................ECB1 rF o rF o 40. DRAINAGE EASEMENTS I 'n o OFCA�:F Of OpUF $„ FG®BACK OF WAIL.................................BW EXISTING....._.....................................................EX PAD EXTENTS ..............................................,-- ENGINEER/CONTACT PERSON SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO FG®FACE OF WALL..:_............................FW EXISTING GRADE/GRADIENT...................(l REMOVAL AT OWNER'S EXPENSE. m - FACE OF CURB....................................-.........FC DIRECTION OF FLOW..................................y. OWNERMEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, /o WATER _ . ................_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. WDID" 8-33C362205$ ............................................................WAT DAYLIGHT LINE................. -u- PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. S��NZI L g STORM DRAIN.........................................._...SO TOP OF SLOPE............................................_.��- 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 TOE OF SLOPE.............................................. - EL SEGUNDO,CA 90245 CORONA,CA 92880 BARRY J.C AN,RCE NO.46568 DATE o SUBDIVISION BOUNDARY...........................-_____- (310)955-3100 (951)509-7090 _1"IO o PROPERTY LINE ..........................................- CONTACT:TOM MoCARTHY GRADING PERMIT • �u_!1 o m e- 4J0® ri g�is BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: z60LfTH POIN EORrvE-SUITE 275 J-s 49osc CAUTION:T70N:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E ELEVATION: 1400.873(NGVD 29) Ew LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 04'4( 949.588.0707 PRIOR TO CONSTRUCTION. 1 - = RIVERSIDE COUNTY DESIGNATION:E-14-70 voa a CITY AND STATE'_AWS,AND A PERMIT CAN BE ISSUED. PRECISE(FAx)9a9sae.0709 PRECISE GRADING PLANS am DESCRIPTION:2.7 MILES NORTHEAST ALONG H ��, UNAUTHORIZED CHANGES, OF o RAILROAD CANYON ROAD FROM THE BARRY J.COWAN s ENGINEERING COMPANY rickensineerins.com e A CALL - n CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BL C A N Y O N H ILLS P H A S E 8 4 § - . INTERSECTION OF RAILROAD CANYON ROAD s s ora�e San Diego-Riverside-San Luis Obispo-9akenfleld-Sacramento-Phoenh-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE �, 46568 P A 2 A - M O D E L S ➢`o NORTHWEST OF RAILROAD CANYON ROAD, xou atc! / * PREPARED UNDER THE DIRECTION OF: - PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I 6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 1 6.0 FEET SOUTHWEST 0�POWER POLE .__ _ FILE NO. 41853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE'43920 DA Jr CIVIL �! p .. MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED CITY ENGINEER 4tf OF CpNYFOQa 4 C.we S�¢�Zofr. SCALE: SHEET SPECIFIC TITLE SHEET a 0 6 o TOP OF CONRETE POST E-14-70. Call at least 2 working days-prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.C WAI,RCE "C46568 DATE DATE: CONSTRUCTION NOTES QUANTITIES 6.O'PCC Oi CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE 1,046 SF SUBGRADE(957 MIN RELATIVE 20 CONSTRUCT 2"CURB PER DETAIL ON SHEET 2 41LF COMPACTION TO 1-FT MIN DEPTH) - O3 CONSTRUCT O"CURB PER DETAIL ON SHEET 2 .43 LF - O4 FENCING PER LANDSCAPE PLANS PCC DRIVEWAY APPROACH - �5 INSTALL 4"PVC DRAIN PIPE 0 0,5% MIN. 273 LF NTS y� O6 INSTALL POP-UP DRAIN EMITTER AND 12'NDS BOX PER 1 EA PRIVATE DRAIN DETAIL ON SHEET 27 3.0"AC (PG 64-10)(GREENBOOK SPEC 203-6) 7O INSTALL 4-ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 4 EA 6.0'CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-2.2) 8O CONSTRUCT 6"PCC DRIVEWAY 1,368 SF SUBGRADE (95% MIN RELATIVE BLDG 51 CONSTRUCT SWALE 6 1%MIN. COMPACTION TO 1-FT MIN DEPTH) �� � FALLOW PE 1399.30 G 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 1,523 SF f~ BLDG 52 STD.No.211 FALLOW 11 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS AC PAVING BLDG 50 PE 1399.30 1 PER 2013 CBC SECTION 1129B.4 AND FIGURES 11B-18A TO 11B-18C - NTS '' FF 1399.97 i`'• \ "'----'"""�~____ PE 1399.30 00— BLDG 49 BLDG 53 CONCRETE MODEL PARKING� AC PAVEMENT BLOCK WALL 6" VARIES PE 1399.30 \FF 1399.97 PE 1398.40 — DRIVEWAY VARIES \� s•. r. s + :. r. s. BLDG 48 .k t FG FF 1399.07 ' PE 1398.40I ON 1, V a_ SAND BASE 6"MIN.COVE0 ° + AGGREGATE BASE 10" FOOTING DRAINAGE UNDER BLOCK WALL 0" CURB DETAIL NTS NTS � i GATE T � AC PAVEMENT 6. •r 1 11 - BLOCK WALL VARIES MODEL 430 4"NDS POLYOLEFIN POP-UP 0 DRAINAGE EMITTER WITH U.V.INHIBITOR e•, , FG 6"THICK MIN.CONC.COLLAR l�< NOS 1/4 BEND DRAIN ELBOW ' 'P14 ' 1/4"LEACH HOLE 6"MIN.COVER�y AGGREGATE BASE 10" ' DRAIN PIPE � FOOTING CRUSHED STONE DRY WELL DRAINAGE UNDER FENCE 2" CURB DETAIL POP-UP EMITTER DETAIL INDEX MAP 40 20 0 40 so 120 NTS NTS (NDS OR APPROVED EQUAL) 1"= 40' NTS GRAPHIC SCALE 1"= 40' PRECAST WHEEL IDENTIFICATION _ MODEL 430 4'NDS POP-UP EMITTER STOP (SEE DETAIL A) SIGN 10' (OR APPROVED EQUIVALENT) MIN. 6'THICK MIN. INVERT ELEV.1/2 PIPE 2'5' 2"CURB FACE- CONC.COLLAR VARIES DIA.ABOVE INLET-PIPE CENTERLINE (MIN) ° 4'MIN MODEL 1225 12"NDS BOX T� AISLEACCESS 10'MAX WITH REMOVABLE LID (BOTTOM REMOVED) BLUE BORDER INV.ELEV. - 4'PVC DRAIN PIPE 9' gr VAN HATCHED LINES AT 0 - ' PER PLAN 2" v ` PIPE SLOPE =0.5% MIN. CESS 36"ON CENTER (MAX) INTL SYMBOL OF P ING LL 5.5" 4"PVC DRAIN PIPE ACCESSIBILITY 4"PVC DRAIN PIPE SLOPE =0.5% MIN. PER CBC ® 3.5" PIPE 3/4"TO 2"CLEAN WASHED MODEL 1225 12"NDS BOX MODEL 430 4"NDS POP-UP EMITTER ROCK WITH 30% VOID 2 (OR APPROVED EQUIVALENT) POP-UP EMITTER DETAIL: PLAN 2" CURB POP-UP EMITTER DETAIL: SECTION TYPICAL VAN ACCESSIBLE DETAIL A: WHEEL STOP SECTION AND ELEVATION a NTS NTS ADA PARKING STALL DETAIL Nrs _ PER CBC SECTION 11B-502 NTS m'm BENCH MARK REVISIONS -APPRV DATE SEALS 2SOUTHPOINTEDRIVE-SUITE27s d-149a8c CAUTION;LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHESSI ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L S 1 N O R E 6 w ELEVATION: 1400.873 NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( 949588.070j a 92630 PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ,yo (FAX)949.588.0709 a PRECISE GRADING PLANS OF +m DESCRIPTION:2.7 MILES NORTHEAST ALONG o y �%' LNG IEERINGCOMPANY rickengineering.com UNAUTHORIZED .CHANGES E 2 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 A 0m& San Diego-Rl"mlde Sa ,i,obi,po-Baker:read-Sa�menm-rlrogna-Ta n RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE NO• 46568 - P A 2A - MODELS - , YOU DID! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, ]A0•(3C /� * • BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 1 o 6.0 FEET SOUTHWEST OF POWER POLE - --- FILE NO o,> '1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 - BRAD FAGRELL,RCE g4392 DA E .fj CIVIL N! CITY ENGINEER 9r(, � � Le11- SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CANY DETAILS �Vo 5 0 o TOP OF CONRETE POST EH14-70. Cah at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY; BY: BARRY J.C WAN,RCE*C46568 DATE - DATE: ��I CONSTRUCTION NOTES O7 CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE FG 1399.30 f - ,i't '11� r 2 CONSTRUCT 2-CURB PER DETAIL ON SHEET 2 CONSTRUCT 0"CURB PER DETAIL ON SHEET 2 FG 1399.30 FENCING PER LANDSCAPE PLANS X 1f FG 1399.30FG 1399.30 - FG 1399.30 FG 1399.30 ,I O INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. _ INSTALL POP-UP DRAIN EMITTER AND 12-NDS BOX PER FL 1398.90 1 1399.10 7 TG 1398.70 X '� PRIVATE DRAIN DETAIL ON SHEET 2 1rFl ~ 1.1/ X FL HP y1.O�y IE.397.70 y O7 INSTALL 4'ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 99.30 300 -- - ' FG'� i ® CONSTRUCT 6'PCC DRIVEWAY X 1399.20 S 10% j 9O CONSTRUCT SWALE® 1%MIN. FL HP 5 FG 1399.30 ,o 1 / 'j FG 1399.30 5 S`1.3% - r 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE IE 1397.76 - FL 1398.75 1, IE 1397_47 ;, r +� - STD.NO.211 � FG 1399.30 FG 1399.30 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS b i1� 9 THIS AREA LEFT -_ I PER 2013 CBC SECTION 112984 AND FIGURES 11B-18A TO 1IB-18C X R FAL FOR MODEL 5=1.07 5 o GFR =1398.64 COMPLEXLOW CONSTRUCTION TG 1398.70 9 f + IE 139T.42 BLDG 50 " 1399.10 BLDG 51 3.00' FF 1399.97 l� FL HP FALLOW PE 1399:30 + PE 1399.30 ) 1399.to PLAN 1D X it FL HP-- SALES OFFICE ' [E 1397 21 FS_1399.97 T1. G 1398.88 FS 1399.72 �! u IE 1398.05 7 BS5.1398.78 STEPS FG 1399.30� GFF 1398.39 F FG 1399.30 X FG 1399.30 - T. - TS 13 ',� TS 1398.16 X �N X TS 1399.67 BS 1398.16 q ;' IE 9397.22 X f '� 3 6.0°STEPS �FS 1398.27 � ' (TYP) 4 ® F$139A97 REOD a a © _ "FS 1398,2i XiTYP) / r FS 1399.72 °�'• ;; ���.fff 3.19, TS 1398.52 ^' FS 1397.80 + FS 1397 95 j , FS 1397.98 ATE PER LANDSCAPE PLA S BS 139T.94 „ ' f5 1398.04 FG 1399.30 1 T.0'STEP .`� ^' o REQ'D FS 1398.58 �� 2.O% �� '�1.7% - g 1.0% " 111 FS 1397.99 - - f + J f -"+ �IMI.BO� FS 7397.807.4% FS 1397.69 �.. FS 139i.92 l"`C`. " I FS 1397.93 - r � FS 1397.93 (TYP) 4 ti`".• /, � BLDG 49 m S=L3% 5 , Fs 139795\ o ) BLDG 52 1 A FF 1399.97 0 © ,�`'. X !� 1 FALLOW f f 1 o PE 1399.30 5 s 1.0% 10 PE 1399.30 f 1399.20 Ix �_ PLAN 3DR FS.1397.60 �. ,I RIM 1397.59 FS 1397.83' FL HP 0.30' �� ._8.0/ 0.5% ' FS 1397.57�\°-'r FG 1399.30 FG 1399.30 0.50' 0.30'OF ' -.1 C 1397.62 1.0% OF FG 1398.35 FG 1398.35. f i0h'C-1 r DF � R=5' FL 1397.45 - -- r f FG 139900 -- 10/ E 1396.6E.` ''�,, 39 F - ---- - - """""" ,.d`� FG 1399.30 FG 1399.0( 1398 30 I 3.0% X 4.50' .. i, FL HP ��;� FS 1397.52 =--- -.®.� _.�. ! r FG 1398.80 --i--- TE 1397.72 6 � 10 "i r - ` - - --'� HANDICAP RESTROOM PER �; I. _3.5 5 _S t3/ FG 139840 �� '_ --- IE 1396.63 [E 1396.59 - ---- SEPARATE PLANS jr .. 5=1.0% TC 1397.57I f FG 1398.40 FG 1398.40 1398 30�GFR 1398.60 FS 1397.65 X f Jr J IE 3 97i97 7 FL HP 5 FL 1397.40 - - j IE 9397.19 IE IN 1396.62 FG 139840 :Pr-- X ]E our 1396.6t �n2 1 of BLDG 53 ! / 9 BLDG 48 m . 3 Lm(PE DEL PARKING f '� ti4 a I I FG 1398.40 �� FF 1399.07 �� '� k. x' 1398.40 FS 1398.02 -� 3.00' PE 1398.40 0.00, FG 1398.40 J - ^--- r' X �- PLAN 2D DF 1DENTI ICATION SIGN xr,�� �� 1� �� 0.6% io 0.62 �.�'i OFF=1398.35 OF 10 FS 1397.80 - 1398.30 TO 1397.35 �• FS 1397.80 - ,•A f I FL HP FS 1399.0T ;n FL 1397.18 FS 1397.58 FS 1397.62 WHEEL STOP FS 1397.78 �•'��('4)(TYP) { f f FS 1398.82 o FG 13198.30 I I WHEEL STOP X FG 1398.40 TS 1398.74 b \ FS 1397.70 k�FG 1398.20 8 \ 8 BS 1397.24 �n x - I TS 139T.18 3 6.O'STEPS II T �T �� BS 1396.72 REO'D - 1 5.5"STEP it J TT i 1 % 1 / REQ'D FS 139668 Ts Ts N i o z RD i s �� •yam �,� �'� ��: DARMERA DRIVE �9 / o RIM 1396.27 � ,-,- -•`,% / I o RIM 1396.94 r j o " n , �r o 'i 7 y. \t\ N 'a t a "�+ n . GRAPHIC SCALE 1",= 10'•1 BENCH MARK; ��(� ALERT REVISIONS APPRV DATE SEAL: 250UTHPOIME DRIVE-SUITE275 -:aeosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET -� ELEVATION: 1400.873(NGVD 29) G LI THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH � LnKE FOResr,CA 92630 - - ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE a" THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CEOtA7 9a9s8a.o7m PRIOR TO CONSTRUCTION. 3 - RIVERSIDE COUNTY DESIGNATION:E-14-70 - o CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �, (FAx)949.See.D7D9 PRECISE GRADING PLANS DESCRIPTION:2.7 MILES NORTHEAST ALONG y UNAUTHORIZED CHANGES, OF RAILROAD CANYON ROAD FROM THE BARRY J.COWAN ENGINEERING COMPANY ,icne�si"ee,inB.co,n UNAUTHORIZED CALL zG CAUTIOSIBLE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 w m�N INTERSECTION OF RAILROAD CANYON ROAD :^ oaaRe San Diego-Riverside-San Luia OfAspo-BakerafieW-Sacmmenm-Phoenix-Tu¢on �! m'^� AND STATE HIGHWAY 71,122.0 FEET „ BEFORE �• 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE - PA 2A - MODELS - ' YOU DIG! PLANS L CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, ♦ r PREPARED UNDER THE DIRECTION OF: AL BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. g - �� 6.0 FEET SOUTHWEST 0 POWER POLE TR 3g�18 LOT 1 FILE NO. '< •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE-43920 DAT .�. CIVIL �� /� a MARKER POST,A BRASS DISK SET IN THE CITY ENGINEER SCALE: SHEET SPECIFIC 1 UNDERGROUND SERVICE ALERT CHECKED OF CANE --a MODEL PRECISE GRADING 0 0'o TOP OF CONRETE POST E-14-70. Call at kart 2 rorking days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,ROE •C46568 DATE DATE: 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 25,795 SF Elsinore Ordinance Nos. 802, 882+ 772, 1258. 529, 1004, construction implementation and maintenance of the SWPPP-approved+ --w.--.- O SILT FENCE PER DETAIL ON SHEET 4 650 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 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., hydroseed;ng, 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 mid basins, etc.) dictated by field conditions to prevent erosion or debris which may originate from the site or result from such and/or the Introduction of dirt, mud or debris Into existing grading operations. public streets and/or onto adjacent properties during ANY phase is All erosion control plans shall be In accordance with City of of construction operations. Lace Elsinore 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 an-site and made available upon request of a representative of `--","` ,..,,ti'-----��'%"`�` ----- *---i^� outlined within the Lake Elsinore Design Manual the Regional Water Quality on Ctrol Board (RWQCB) -Santa Ana Region and/or the City of Lake Elsinore. 2. The developer/contractor is responsible for any discharges by subcontractors. 3. Construction sites shall be maintained in such a condition that - -- - an anticipated storm does not carry wastes or pollutants off the 3. In case of emergency. call Robert Skands (responsible 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 ...-,-- NPOES permit under the statewide General Permit-Construction 4. Devices to reduce erosion damage shall not be pIaoed moved or Activity. modified without the approval of the Director of Public Works or, _ 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. Y- I t- I cwn i 13 BLDG 5 t solvents, detergents, glues, lime, pesticides, herbicides, - t 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives, and asbestos fibers. paint SILT FABRIC 1 FALLOW BLDG 50 i PE 1399.30 portion of the site that is necessary for construction. The flakes orstuccofragments; fuels, oils lubricants, and I FF 1399.971 construction site shall be managed to minimize the exposure time hydraulic, radiator or battery fluids: concrete and related 2'TO 5' of disturbed salt areas through phasing and scheduling of cutting or curing residues; floatable wastes; wastes from 212"STAKE TOE OF SLOPE PE 1399.30� grading and the use of temporary and permanent soil engine/equipment steam cleaning or chemical degreasing; wastes a r stabilization. from street cleaning; and super-chlorinated potable water from line flushing and testing. During construction, disposal of such BLDG 52 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten materials should occur in a specified and controlled temtparary >r BLDG 49 J FALLOW - (10) feet in height (temporary or permanent) shall be stabilized area on-site physically separated from potential storm water s, FF 1399.97 i if they will not be worked within 7 days, During the storm season. runoff. with ultimate disposal in accordance with local. state ;,,;.. ..- PE 1399.30 all slopes shall be stabilized 24 hours prior to a predicted and federal requirements. L. .- PE 1399.30 r storm event. Construction sites shall be revegetated as early as feasible after soil disturbance and within 7-days of completion. 5. Runoff from equipment and vehicle washing shall be contained at = 6")(6'TRENCH WITH construction site and must not be discharged to receiving waters TAMPED BACKFILL 7, Fill slopes at the tract perimeter must drain away from the top or the local storm drain system. ) E BLDG48 BLDG53 of the slope at the conclusion of each working day. FF 1399.07 MODEL PARKING Q t 6. Appropriate BMPs for construction-related materials, wastes, r 8. The contractor shall be responsible and have signs posted on the spills or residues shall be implemented to eliminate or reduce - i PE PE 1398.40 f site to warn against public trespass Into areas where water is transport from the site to streets, drainage facilities, or ( I y p t r f r Impounded. adjoining properties by wind or runoff. i I I , - TYPICAL SECTION SILT FENCE (CASOA SE-1) yf(/ 9. Dust shall be controlled by watering or other methods approved 7. Material storage and staying areas shall be established. Fuel by the City Engineer. tank, portable toilets, liquids, gels and powders shall have NO SCALE - .. ARMERA DRIVE 10.Placement of devices to reduce erosion damage within the secondary at and be stored away from all private/ f public stormm water conveyance systems, sidewalks+ rights-of-ways t r development shall be shown on the approved plan. and flow-lines. 11.Desilting facilities at all drainage inlets for the(graded site 8. All portable mixers shall have plastic liners underneath with shall be designed for a twenty-five (25) year. six (6I hour storm .gravel bags places on the down-hill side of the liners to ,IIN Intensity..They must be detailed on the plans. Design and contain discharges. - specific recommendations shall be submitted for the following: p 9. Controlled street washing will only be allowed prior to the a) Desilting basin volume based on gradient and nature of soils. dr application of asphalt seal ooats and only when all pertinent ainage Inlets are protected. b) The extent of all graded areas and identification of any temporary soil stabilization measures. 10.AI I construction contactors and subcontractor personnel are to j c) Size of desilting basin outlet pipe and overflow. be made aware of the required BMPs and good housekeeping measures j for the project site and any associated construction staging d) Dike requirements. Show minimum wall width, slope of walls, .areas. percent compaction, etc. 11.Discharging contaminated groundwater produced by dewatering _ e) Outlet conditions from the desilting basin shall not exceed groundwater that has infiltrated into the construction site is 11 I .,.. - ___ ' downstream limitations, with the exception of overflow, which is dewafeProhibited. Discharging non-contaminated groundwater produced by to be designed to provide capacity of 1.5 times the maximum Discharge activities may require a National Pollutant _ design flow. Discharge Elimination System(NPDES) permit from the Regional - 40 20 0 40 so tzo 9 Water Quality Control Board. 12.Necessary materials shall be available on-site and at convenient 12,Sto-mwater 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 protection must be in place prior to the issuance of the (NOAA). final certificate of occupancy. 13.BMP'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 14.Stockpiles of soil shall be properly secured with BMP's to be removed from check berme, onsite pub IIc drains and pipes, eliminate or reduce sediment transport from the site to streets, drains and pipes of adjacent properties and desilting basins and drainage facilities or adjacent properties via runoff, vehicle the basins pumped dry. Any graded slope BMP's damaged during a tracking, orwind. Stockpiles Inactive fora 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. .. 15.Discharging of contaminated soils via surface erosion is 15.Special attention shall be given to preparation and - prohibited. installation of the Rain Event Action Plan (REAP) as required - 16.Construction access points shall be stabilized with a based on site Risk Level or as mandated by the Santa Ana Regional - combination of rock and shaker plates year-round to prevent Board NPDES Permit, General Permit-Construction Activities. 0 0" track-out. Routine street sweeping shall be performed on all 16.At the end of each day of construction activity, all construction w a paved streets where tracking is observed. Vacuum sweepers shall debris and waste materials shall be collected and properly 0 be used when street sweeping becomes ineffective. disposed of in trash or recycle bins. 0 0 o 17.This site has obtained a National Pollution Prevention Elimination System(NPDES) permit to regulate municipal and Industrial storm water discharges. NPOES WDID#8-33C362205 DATE WDID ISSUED: 10/10/2011 The undersigned civil engineer, a qualified OSP and/or OSD will - 18,review placement of erosion control and insure that work is in accordance with the approved plans. m- (Signature)(License No.)(Exp)(Date) 30 S 0 m m BENCH MARK: REVISIONS APPRV DATE SEALS 2SOUTH POINTE DRIVE-SUITE 275 -t49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT 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 ` ELEVAIICN: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( 49.588.0707,CA 92sso PRIOR TO CONSTRUCTION. 4 o RIVERSIDE COUNTY DESIGNATION:E-14-70 6 FOPE " CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 4 �- (FAn)949.5ss.o7o9 , PRECISE GRADING PLANS OF o;$M DESCRIPTION:2.7 MILES NORTHEAST ALONG „'�, ENGINEERING COMPANY ri<kengineering.<om UNAUTHORIZED CHANGES a - RAILROAD CANYON ROAD FROM THE CALL �; BARRY J.COWAN r, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 INTERSECTION OF RAILROAD CANYON ROAD s orange San Diego-R enkk-SanWisObispo-Bakersfield-Sacramento-Phoeni<-Tuaon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE g AND STATE HIGHWAY'1,122.0 FEET pn@\,I BEFORE No. 46568 P A 2 A - MODELS b r " YOU Duo PREPARED UNDER DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST 0 RAILROAD CANYON ROAD, - * T R 36118 - LOT T 1 //cXJ`�" � �� l(o BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. g o o`u 60 FEET SOUTHWEST^F POWER POLE FILE N0. e: °1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 - BRAD ENGINEER RCE"}43920 DAT Jr4Tf CIVIL a! yt_ ��7,f,_ SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED Of CAVV w - MODEL EROSION CONTROL _ R 0 0 o TOP OF CONRETE POST E-14-70. Call at Isasf 2 working days prior to excavating. BY: BARRY J.CO AN,RCE C46568 DATE DATE: - {��