Loading...
HomeMy WebLinkAboutTR 36117 and 36118 Mass Grading Plans_ 0 CITY OF LAKE ELSINORE GRADING NOTES CONT... 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT � ~ MASSGRADING PLAN AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH: N w 74 CANYON - 'GEOTECHNICAL RECOMMENDATIONS FOR PAD AND STREET UNDERCUTS,CANYON HILLS PHASE B, HILLS NEWPORT ROAD - VESTING TENTATIVE TRACT MAP•36117 AND 36118,CITY OF LAKE ELSINORE,CALIFORNIA-DATED ROAD CANYON HILLS PHASE 8 FEBRUARY 18,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC.(PROJECT NO.2-0020). - - PROJECT HILLSIDE 15 SITE E 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF cPpp Y 1 8 M # 36117 & 3611 S BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH IN SS RO• SCOTT ROAD RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 1.0 ROAD - GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNDY N ON SHEET INDEX - 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF i TITLE SHEET ANY CONSTRUCTION/GRADING. 15 CLIN ON KEITR ROAD 2 INDEX MAP GRADING NOTES 3-5 NOTES &DETAILS 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1,5 SHALL BE SUBMITTED A - 1. . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OFLAKE ELSINORE MUNICIPAL CODE SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 6-7 EROSION CONTROL DETAILS 30'IN VERTICAL HEIGHT. 8-18 ROUGH GRADING CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 19-29 EROSION CONTROL U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP 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 TO ANY OPERATION. BE BASIS OF BEARING T APPROVED DBYEACREGIS EREDHED INTO ISOILSRM TENGNEERURAL LPROR TO PLACEMENT OF FOR FULL SUPPORT. E FILL TMATERIAL.SHALLSLOPES THE BASIS OF BEARINGS FOR THIS SURVEY IS 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT_ GREATER THAN 5:1 ARE REQUIRED i0 BE KEYED AND BENCHED. ENGINEER'STHE NORTH LINE OF THE NORTHEAST QUARTER OF - (1-800-422-4133)48 HOURS PRIOR TO GRADING. - NOTICE SECTION 11, AS PER TRACT 23484-4, IN 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 1. .COqNTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE'CONDITIONS DURING THE COURSE OF 89'16'06"W. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY-CONTINUOUSLY AND NOT BE ADVANCE OF BEGINNING GRADING OPERATIONS. A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,LIM - ANYITED ANDTALLOIABILMAL ITYRKING REAL ORRS.THE ALLEGED,INTRACTOR CONNECTIONALL WITHETHE PERFORMA CE OF WORK INDEMNIFY AND HOLD THE ON THISER AND PROJECTNGINEER EXC EXCEPTING FOR EARTHWORK FROM EARTHWORK QUANTITIES 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. COLLUV[AL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 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 EARTHWORK: CUT 2,550,000 CY 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE - B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME EARTHWORK: FILL 3,039.000 CY APPROVED,AND SHALL BE SHOWN ON THE PLAN. FILLING OPERATIONS. LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR EARTHWORK: BULKING 489,000 CY STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD 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. LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN NET: IMPORT 0 CY AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90Y RELATIVE COMPACTION D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. STRUCTURES CONCERNED BEFORE STARTING WORK. NOTE: EARTHWORK QUANTITIES HAVE NOT BEEN OUT TO THE FINISHED SURFACE. - ADJUSTED FOR ANY REMEDIAL GRADING 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE B.'.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE 25. EROSION CONTROL; ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. NOTE: HAULING OPERATIONS SHALL COMPLY WITH CENTER OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN CITY ORDINANCE NO,1271 (3)LAYER A.S.T.M.D-1557-70 TEST METHOD. - ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES AT 20'ON CENTER;COMBINATIONS QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. _ - 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 5. NOTE TO CONTRACTOR:STORM DRAIN SYSTEM SHALL BE CONSTRUCTED CONCURRENTLY WITH MASS GRADING AS SHOWN ON THESE PLANS. - GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF 26..APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO GROUND IS APPROVED BY THE SOILS ENGINEER. PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. SWPPP POST CONSTRUCTION BM PS 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 i. PRIOR TO ANY DISTURBANCE TO THE SITE,EXCLUDING UTILITY MARK-OUTS AND SURVEYING,THE CONTRACTOR 1. ALL STORM DRAIN FACILITIES SUCH AS CURB INLETS AND CATCH BASINS WILL BE STENCILED 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. - SHALL MAKE ARRANGEMENTS FOR A PRE-CONSTRUCTION MEETING WITH THE CITY OF LAKE ELSINORE FIELD WITH LANGUAGE PROHIBITING THE DUMPING OF POTENTIALLY CONTAMINATED MATERIALS. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1Y IF CUT OR FILL SLOPE IS LESS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ENGINEERING DIVISION (951)674-3124. - .. - THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A.MINIMUM OF 2. A MAINTENANCE PROGRAM SHALL BE DEVELOPED TO PROVIDE STREET PARKING LOT 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. 2. THE CONTRACTOR SHALL HIRE A 'QUALIFIED PERSON'WHO HAS BEEN PROPERLY TRAINED TO CONDUCT _ SWEEPING,TRASH AND DEBRIS REMOVAL,BUILDING AND GROUNDS MAINTENANCE,WHICH WILL INSPECTIONS AND PREPARE REPORTS Of THE CONSTRUCTION SITE WITH RESPECT TO THE CITY'S MUNICIPAL INCLUDE REGULAR,MAINTENANCE OF STORM DRAIN FACILITIES. 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. CODE/ORDINANCES AND THE SWPPP.THE QUALIFIED PERSON SHALL ATTEND THE PRE-CONSTRUCTION MEETING. THE QUALIFIED PERSON SHALL HAVE KNOWLEDGE AND TRAINING OF THE INTENT AND ENFORCEMENT OF SWPPPs 3. SPLASH PADS SHALL BE USED IN PLACE OF UNDERGROUND STORM DRAIN ROOF RUNOFF. 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 AND BMPs. - SLOPES. 4. -GRASS LINED SWALES SHALL BE USED TO CARRY.RUNOFF FROM ROOFS AND LANDSCAPED GRADING OPERATION. 3. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP AT THE CONSTRUCTION SITE AND MAKE IT AREAS TO PROVIDE FILTERING OF POLLUTANTS PRIOR TO ENTERING STORM DRAIN CATCH 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 AVAILABLE TO THE CITY OF LAKE ELSINORE AND REGIONAL WATER QUALITY CONTROL BOARD'S(RWQCB) - BASINS. SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH REPRESENTATIVES UPON REQUEST. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. - 5. NEW RESIDENTS SHALL BE EDUCATED IN BASIC STORM DRAIN POLLUTION PREVENTION FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 4. THE QUALIFIED PERSON SHALL CONDUCT REGULAR INSPECTIONS OF THE PROJECT SITEIN ACCORDANCE WITH PRINCIPLES. THIS WILL BE THE RESPONSIBILITY Of THE PROPERTY OWNER. .,CHARACTERISTICS OF THE SOIL. RECOMMENDATIONS OUTLINED IN THE SWPPP. EACH INSPECTION SHALL BE DOCUMENTED IN THE FORM OF - - 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE WRITTEN REPORTS RETAINED ON-SITE.ALL REPORTS SHALL BE MADE AVAILABLE TO THE CITY OF LAKE 6. FOR MORE DETAILED INFORMATION SEE REPORT ENTITLED:'WATER QUALITY MANAGEMENT 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ELSINORE AND RWQCB REPRESENTATIVES UPON REQUEST. PLAN'DATED JULY 16,2014 PREPARED BY RICK ENGINEERING-COMPANY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ISSUANCE OF BUILDING PERMITS. - - - ON THESE PLANS. 5. THE CONTRACTOR SHALL HAVE EMERGENCY MATERIALS AND EQUIPMENT ON HAND FOR UNFORESEEN SITUATIONS, - 8 SUCH AS DAMAGE TO UNDERGROUND WATER.AND SEWER UTILITIES WHEREBY FLOWS MAY GENERATE EROSION SOILS ENGINEERS CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR AND SEDIMENT POLLUTION. TO ROUGH GRADE APPROVAL THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND 35. APPROXIMATE DATE OF:BEGINNING OPERATION:06/1/14 COMPLETION:06/1/15 o - SPECIFICATIONS OUTLINED IN THE SOILS.AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION. LEGEND&ABBREVIATIONS RCEgORT IPRP ED R THIS DEVELOPMENT. . Y�l I- -ts 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL a 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, U CURB& GUTTER........................................_.C&G SEWER..._............._...........................................SEW 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. EDGE OF PAVEMENT................_._.............EP BOTTOM................_.._................_._............._.....BOT RETAINING WALL.........._............................ I'I INST.NO.2004-0880093,O.R.ON FILE IN THE OFFICE OF COUNTY RECORDER OF THE COUNTY OF ° FINISHED GRADE..............._._............_......FG RIGHT OF WAY...................._._.-.....-........R/W FIRE HYDRANT................._._....................... �.WI ZO�U •30•Z_OlS RIVERSIDE,STATE OF CALIFORNIA. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION a TOP OF CURB._......_....._......_..................._...TC CAST IN PLACE.................._...._..................CIP WATER VALVE ...................._......__...........® (S IGNAT (CEG NO.) (DATE) BEFORE APPROVAL. TOP OF DIKE...._................_............._._..........TD RECLAIMED WATER..................................7.RW SEWER MANHOLE ..........................._._........® RESPONSIBLE PARTY FOR PRIVATELY - 8 FLOW LINE.................._............._............_....._FL OUTSIDE DIAMETER.._............._._................OD SEWER CLEAN OUT._...................::_..........® ONEER NQc� °Rats As ooN9` - 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE ry PORTLAND CEMENT CONCRETE..._......PCC POINT OF CURB RETURN......._................PCR R/W......................................_................_._............__ _ ��" cyp�yg 4 q°o qq`�y MAINTAINED FACILITIES BUILDING DEPARTMENT. . . _ _ A o ASPHALT CONCRETE..............._................AC PROPOSED .._................................__............._.PROP FENCE..............................................._............._ 1 < c+ PARDEE HOMES a o AGGREGATE BASE..._.........._...._..........__.....AB INVERT ELEVATION..._................_. " 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) ...........IE - RECLAIMED WATER LINE.................._...._-RW - ND m 2120 PARK PLACE,SUITE 120 a No.CEG2gea _ m PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. o CENTERLINE............_............._._._........._._....CL LAYOUT LINE..........................._..................LOL Pip.43o-1t E"P a EL SEGUNDO,CA 90245 STORM DRAIN UNIT N0. ..................... * - EL S 95 NDO,C NPDES WDID-° B-33C362205 DATE PERMIT ISSUED:10/10/2011 +" PROPERTY LINE..................._............._........PL CURB FACE....._.................._._.......................CF * -K * p m; EDGE OF TRAVELLED WAY.._._.............ETW BEGIN CURVE......._._._._......_.._._._............._8C CONSTRUCTION NOTE ITEM NO. ....... 61 s>yr air T>qr°rECNN�a?r 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS o CHANNEL_.....:.........._............._............._._.........CH END CURVE.........................._._..-.._.._.... ........EC PAD EXTENTS ......_............._................_:_....-- 'tor SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO o m FG 9 BACK OF WALL.._............._..............BW EXISTING...................._..................._..._........:._.EX FIBER ROLL ......._...._._................_................-_pR_ ENGINEER/CONTACT PERSON REMOVAL AT OWNER'S EXPENSE. Na FG 9 FACE OF WALL................................FW EXISTING GRADE/GRADIENT....._.............() SEWER LINE....._................._.......................__S_ OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, - o y FACE OF CURB..................._._........................FC DIRECTION OF FLOW..........._.................._. CUT/FILL LINE..................................._._._.... C/F_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. 0 0 PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. WDID • 8-33C362205 WATER ........................._................_..............._.WAT. DAYLIGHT LINE................_................_............-ll- A� �� - 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 /' q G��ulI9 o t�p L l?.i e� STORM DRAIN...._._............._..........................SD TOP/TOE OF SLOPE................:.._..::........_ - -o EL SEGUNDO,CA 90245 CORONA,CA 92880 - Q mNHIGH POINT.._............._............_................_....HP SUBDIVISION BOUNDARY_._._......._._......_-----__ (310)955-3100 (951)509-7090 BARRY J. OW ,RCE N0.46568 Exp.Date DATE. o -_ - CONTACT: TOM MoCARTHY BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUEH POINTEDRIVE-SUITE27S 49Dsc CAUT[ON:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATEFESSIO,� ® LAKE FOREST,CA 92630 PARE RIOR TO OCONSTRUCTION.HALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 949.588.07071 N DESCRIPTION:2.7 MILES NORTHEAST ALONG ens` - CITY AND STATE LAWS,AND A PERMIT (FAx)949.588.0709 MASS GRADING PLAN OF �% ENGINEERING COMPANY rickengineeda g.<om UNAUTHORIZED CHANGES' N RAILROAD CANYON ROAD FROM THE GALL, CAN BE ISSUED. „ BARRY J.COWAN S, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 INTERSECTION OF RAILROAD CANYON ROAD W 5; orange San Diego-Riverside-San wi:Obispo-Bakersfield-Sacramento-Phceniz-Tuaon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE g AND STATE HIGHWAY 71,122.0 FEET n BEFORE No. 46568 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED CANYON HILLS PHASE 8 SHEETS 9 S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' ,7 / * * PREPARED UNDER THE DIRECTION OF: r )_ y ^^„ Z� Ew. - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 38117 & 38118 ' 6.0 FEET SOUTHWEST OF OWER POLE [.�c✓� (` /""vim "� 2'J�r - FILE N0. w1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 J} CIVIL R ' WALTER E.ALLISON RCr No.45448 DATE 4l C✓�^-L, ti15 SCALE: SHEET SPECIFIC - MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED f OF CAUF� G/3��5 TITLE SHEET _ - a N TOP OF CONRETE POST E-94-70, Cap at kasT 2 working days prior to a awat(ng. DESIGNED:BY: DRAWN BY: BY, CITY ENGINEER (�q� BARRY J.COWA ,RCE No.C46568 Exp.Date DATE DATE: `c1"'"""a�Zrr°`1°P"yaQ-:LG;.✓l>s�z-- - SCE,S , J INDEX MAP ats +* I 1 is s d + + + 10 21 11 2 2 �� 12 2 3 + + ✓� tit 17�F x '.� r P y J" �OP ce+ ✓ "� � \�� ���`. $ y r \` s w _ r + SHEET INDEX MAP 13 24 �� '14 25 � 15 �'�� ��'�`� THRU 18 ROUGH GRADING THRU 29 EROSION CONTROL O O a- s r L 16 27 17 ,28 , r + /01 2 r o l i ' " - + + + + + "�,.� zw. ~ , l 0 zoo 100+ o + zoo +400 600 GRAPHIC SCALE 1"= 200' E." oY EI w 0 BENCH MARK- qA REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH pOINTE DRIVE SUITE 275 49osc CAUARETION:LOCATION OF APPROXIMATE AND SHIALLNBEUTILITIES ON THESE PLANS VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E SHEET c ELEVATION: 1400.873(NGVD 29l DIG ALERT RT COMPLIANCE WITH THE APPROPRIATE FESSI IN LAKE FOR ST,CA 92630 o° RIVERSIDE COUNTY DESIGNATION:E-14-70 e n CONDITIONS OF DEVELOPMENT AND/OR QRO ON4� PRIOR TO CONSTRUCTION. Z 949.588.0 07 „ DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT �� yam (FAXI949.88.0709 UNAUTHORIZED CHANGES: MASS GRADING PLAN OF m RAILROAD CANYON ROAD FROM THE CALL CAN BE ISSUED. BARRY J.COWAN Z ENGINEERING COMPANY rick—gm—ing—. m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 o INTERSECTION OF RAILROAD CANYON ROAD W orange San Dlego- !void,-San W,obi:Po-Bakeseem-Sa�.am—, Ph—ix-T—.-,o AND STATE HIGHWAY 71,122.0 FEET BEFORE p No, 46568 " RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 F, NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! 2� * * PREPARED UNDER THE DIRECT[ N OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o 6.0 FEET SOUTHWEST OF OWER POLE ���J �� 7Z E.P. BY THE PREPARER Of THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 FILE N0. •ARKER POLO FEET NORTHEAST OF A UNDERGROUND7-2600 SERVICE ALERT CHECKED WALTER E.ALLISON RCE No.45448 DATE �T4TP OFVICpVKFOQ�e 02�0'L�2ol5. SCALE: SHEET SPECIFIC INDEX MAP a MARKER POST,A BRASS DISK SET IN THE DESIGNED BY: DRAWN BY: - R 6�N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: }�C�IT"YpENGINEER Qom, BARRY J. 0 AN,RGE No.C4656 Exp.Date DATE DATE: 6"BOTH SIDES 20 MAX CONSTRUCTION NOTES 1O CONSTRUCT 24"CONCRETE'U"DITCH PER DETAIL SHEET 3 FINISH GRADE 8,571LF 6"BOTH SIDES (2:1 MAX) ;- 6"BOTH SIDES x +>: 2O CONSTRUCT TEMPORARY SEDIMENT BASIN PER CASQA SE-2 PER DETAIL ON SHEET 5 6 EA 24" w a O3 CONSTRUCT 24"CONCRETE J'DITCH PER DETAIL SHEET 3 460 LF 24' 6'BOTH SIDES i O4 CONSTRUCT 48"CONCRETE TERRACE DITCH PER DETAIL SHEET 3 12,490 LF y N O5 CONSTRUCT 24"CONCRETE'U"DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL 1,492 LF SHEET 3(LOCATION PER PLAN) 3"470-C-2000 CONCRETE © CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER 3"2500 P.S.I. 3"470-C-2000 CONCRETE PER DETAIL SHEET 3 8 EA AIR PLACED CONCRETE FLOW LINE OR 3'2500 P.S.I. REINFORCED WITH PER PLAN AIR PLACED CONCRETE FLOW LINE 7O CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 40 EA 1-1/2'xl-1/2"17 GAGE REINFORCED WITH PER PLAN STUCCO NETTING 1-1/2Sc1-1/2"17 GAGE O CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 8,572 LF - STUCCO NETTING O APPROXIMATE LOCATION OF SUBDRAIN(SIZE AND LOCATION PER SOIL ENGINEER)PER DETAIL SHEET 7 b b -SYMBOL OF DITCH PER PLAN b b b =SYMBOL OF DITCH PER PLAN - ,o APPROXIMATE LOCATION OF SUBDRAIN OUTLET i0 OPEN SPACE 24" CONCRETE "U" DITCH DETAIL 24" CONCRETE "J" DITCH DETAIL 11 CONSTRUCT 3"AC OVER 5'CL lI AB ACCESS ROAD PER DETAIL 11 ON SHEET 4 42,960 SF NO SCALE 1 - NO SCALE 12 CONSTRUCT RIP RAP PAD PER DETAIL SHEET 7 122 CY 13 CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL SHEET 7 1,790 CY - 14 CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 55 SF 12'TERRACE (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) 6'TERRACE(LOCATION PER PLAN) FINISH GRADE 21 CONSTRUCT 24"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STANDARD DRAWING NO M815 11LF 6'BOTH SIDES (2:1 MAX) 31 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 1 EA 48" —�I 6" 24• 6' 37 CONSTRUCT WING TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING 1 EA- 6"BOTH SIDES V25c1 1/2" NO D-34(SEE DETAIL SHEET 5) ,v 12"BEND 11 GAGE STUCCO 40 REMOVE EXISTING HEADWALL 1 EA 'u A 1 2 �aNETTING DOWN 41 REMOVE EXISTING 24'RCP SD 29 LF 3"470-C-2000 CONCRETE F.L. ,—•4 BARS ANCHORRAIN OR 312500 P.S.I. FLOW LINE ^'.z 50 TACKIFIER 3,679,000 SF AIR PLACED CONCRETE, PER PLAN P., REINFORCED WITH 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH 1,296,000 SF 1-1/2'k1-1/2117 GAGE F.L. N - 52 SILT FENCE 15,400 LF STUCCO NETTING 53 GRAVEL BAGS 17,080 LF U =SYMBOL OF DITCH PER PLAN —�{ n`' •4,BARS � 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS 64,140 LF 4 8" CONCRETE TERRACE DITCH DETAIL AND HIGHER SIDE OF TERRACE DRAIN DOWN DRAIN ANCHOR - 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT 2 NO SCALE CONSTRUCTED EVERY 10' SECTION A-A - IN VERTICAL HEIGHT AND AT TOP& TOE OF DOWN NO SCALE d, 8' DRAIN. 8" XG A MOUND GROUT FINISH RADE 8"CONC.BLOCK b b b =SYMBOL OF DITCH PER PLAN SPLASH WALL. `^- *4 BAR ®24.O.C. GROUT CORES 1r 24" CONCRETE DOWN DRAIN DETAIL SOLID. CONCRETE "4 BARS FULL LENGTH 3" 3' FINISH DITCH l,ham NO SCALE CLR GRADE CUT OFF CONCRETE WALL _ DITCH �3" yy � SPLASH WALL NO SCALE CUT OFF WALL NO SCALE 3.5' 5 a a 1.75' 1.75' 8 CUT OFF 3, 1.0.. WALL PER DETAIL THIS SHEET,L=3' I1.0;,a' CUT OFF r 1'`, 1'. FG Rc " WALL PER DETAIL a, MANUFACTURED ` SPLASH WALL ?' THIS SHEET,L=6' / SLOPE �� PER DETAIL " A7' ✓ THIS SHEET SPLASH WALL ;s c 'L'1_ '6 L PER DETAIL CUT OFF CONCRETE CROSS e}.l = 4 � °• '�„�� Vg0•'/ THIS SHEET+ a L=,6' WALL PER DETAIL GUTTER .r THIS SHEET,L=3' 14, NO SCALE SIZE 9' b N EARTHEN BERM DETAIL NO SCALE SPLASH WALL D" SPLASH WALL PER PER DETAIL SIZE SPLASH WALL z < Np DETAIL THIS SHEET A THIS SHEET SIZE'9" PER DETAIL `m a �o L=6' PER PLAN THIS SHEET +o L=6' L 3-LEG 4-LEG O Y DITCH CONFLUENCE DETAIL 6 DITCH CONFLUENCE DETAIL T a Ee d NO SCALE NO SCALE - BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 280UTH POINTEDRIVE-SU TE275 -I49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET o t ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE p�FESW Lake FOREST,cn 9zeso ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 en CONDITIONS OF DEVELOPMENT AND/OR / PRIOR TO CONSTRUCTION. �9 949.888.0707 DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT c`�" '"y (FAX)949.588.0709 , MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY rickengineering.com UNAUTHORIZED CHANGES, CALL CAN BE ISSUED. � BARRY J.COWAN � CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 INTERSECTION OF RAILROAD CANYON ROAD W orange San Diego-Riverside-San Luis Obisp Bakersfield-Sacramento-Phoen{x-Tucson N AND STATE HIGHWAY 71,122.0 FEET BEFORE ¢ (p, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, you DIG! �� 2 * * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST 8E APPROVED SHEETS 6.0 FEET SOUTHWEST OF OWER POLE �19El BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 FILE NO. < •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 Jj CIVIL Q MARKER POST,A BRASS DISK SET IN THE CHECKED WALTER E.ALLISON RCE No.45448 DATE 4T�r pQ 4 Cab G7201i6 OL/OZ�?+/$ SCALE: SHEET SPECIFIC „ UNDERGROUND SERVICE ALERT OF CAVVF 7 NOTES & DETAILS _ o N TOP OF CONRETE POST E-14-70. Call at least 2 working days rlor to excavatln. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER - g ay p g BARRY J.CO AN,RCE No.C46568 Exp.Date DATE DATE: ,Zecow,rMa nd �a'r Gpp�okyQ: sc es R/W R/W - - 66' CENTERLINE DATA 11' 44' 11' - 3' 15' FINISH GRADE 2:1 MAX,UNLESS NO DELTA OR BRG. RADIUS LENGTH REMARKS FINISH GRADE 2:1 MAX,UNLESS OTHERWISE NOTED PER PLAN 5' 6' 22' 22' 6' 5' OTHERWISE NOTED PER PLAN ( N05.57'00"E 31.51' TASSEL WAY SDWK SDWK 2% ( A=14-14'21" 550.00' 136.69' TASSEL WAY _ 6"AC DIKE PER COUNTY OF � N20'11'21"E 167.42' TASSEL WAY ob �pd RIVERSIDE STANDARD N0,212 ® A=13°47'31" 800.00' 192.57' TASSEL WAY t 5 N06'23'50"E O 194.85' TASSEL WAY 2:1 MAX GN%� 2.0% QEP 2.0% 'OE� 3"AC/ 5 CL II AB 20 MAX PER SOILS REPORT Q6 A=48°OS'OB" 350.00' 294.04' TASSEL WAY (D I N54'31'58"E 308.79' TASSEL WAY 6"CURB & GUTTER 6"CURB & GUTTER A C ACCESS ROAD DETAIL �� ® A=40°11'02" 750.00' 526.01' TASSEL WAY :PER STREET IMP PLANS ROUGH GRADE STORM DRAIN PER STREET IMP PLANS; I I - SEWER NO SCALE Q N85°17'00"W 284.57' TASSEL WAY 12"BE1 OW FS ELEV WHERE NO STORM DRAIN IS PROPOSED 10 N85°17'00"W 83.27' ACCESS/UTILITY EASEMENT € 15"BELOW FS ELEV WHERE STORM DRAIN IS PROPOSED ............................................................_._..................._._...................................... ..._........................................................................................................_..............................._.....................� 11 A=06.1 6'51" - 500.00' 54.81' ACCESS/UTILITY EASEMENT STREET UNDERCUT PER SOILS REPORT 12 N88'26'09"E 316.84' ACCESS/UTILITY EASEMENT (I'BELOW DEEPEST UTILITY,OR AS OTHERWISE NOTED) 13 A=1-9'13'13" 310.00' 103.99' ACCESS/UTILITY EASEMENT TYPICAL SECTION: PUBLIC STREETS ,4 A=66.48'13" 100.00' 116.59' ACCESS/UTILITY EASEMENT 15 A=69.14'50" 51.00' 61.64' ACCESS/UTILITY EASEMENT TASSEL WAY(STREET 'A') &WESTRIDGE WAY(STREET'B') TOP/TOE TOP/TOE 16 NO3'38'40"E 228.19' WESTRIDGE WAY TASSEL WAY (STREET 'A'):STA 12+68.19 TO 36+96.87� 30' 17 A=69°36'26" 425,00' 516.32' WESTRIDGE WAY WESTRIDGE WAY (STREET 181):STA 10+62.46 TO 20+10.45 15, 15' 18 N65'57'46"W 143.16' WESTRIDGE WAY - 2• 26• 2, 19 A=19°43'21" 650.00' 223.74' WESTRIDGE WAY Q I N46'14'25"W 1 1 234.77' WESTRIDGE WAY R/W R/W 76' G vz 2:1 MAX '•'1.2.0% I Q� 2.0%(X J� 6 20 MAX 11' 54' 6"CU B &_GUTTER ROUGH GRADE STORM DRAIN 6"CURB& G TTER 5' 6' 24' 3' 3' 24' 6' 5' PER STREET IMP PLANS PER STREET IMP PLANS SDWK SDWK SEWER , 1, 9-BELOW FS ELEV WHERE NO STORM DRAIN IS PROPOSED € 12'BELOW FS ELEV WHERE STORM DRAIN IS PROPOSED - :.._..................._._......................__....... .STR............EET.................................PE.........SOILR............S...............REPORT.........: UNDERCUT t O' 1 0%2. !, !' - (I'BELOW DEEPEST UTILITY,OR AS OTHERWISE NOTED) 2:1 MAX m 2:1 MAx TYPICAL SECTION: 6"CURB & GUTTER STORM DRAIN 6"CURB & GUTTER -PER STREET IMP PLANS ROUGH GRADE .SEWER PER STREET IMP PLANS1 EM ERG ENCY ACCESS 12-BELOW FS ELEV WHERE NO STORM DRAIN IS PROPOSED DARMERA (PRIVATE DRIVEWAY'M'),(PRIVATE DRIVEWAY'R') I 15'BELOW FS ELEV WHERE STORM DRAIN IS PROPOSED ..................._._............................_._......................_............................_._........................._.......... _......... .............................................._......................_.................................................................................._.........................: ; STREETS WILL 8E PRIVATELY MAINTAINED. - .STREET UNDERCUT PER SOILS REPORT O'BELOW DEEPEST UTILITY,OR AS OTHERWISE NOTED) TYPICAL SECTION: PUBLIC STREETS TASSEL WAY(STREET'A') &WESTRIDGE WAY(STREET'B') TASSEL WAY (STREET 'A'):STA 11+02.13 TO 11+68.19 WESTRIDGE WAY(STREET 'B'):STA-21+15.79 TO 22+54.83 TOP/TOE 44, TOP/TOE 22' 22' 7' 30• 7• ,' QvP2 c 2.0% 2 2.0% B 2e1 MAX - �-- 2:1 MAX - `CURB & GUTTER ROUGH GRADE STORM GRAIN PLANS 6"CURB & GUTT- o PER STREET IMP PLANS SEWER PER STREET IMP. a € 9"BELOW FS ELEV WHERE NO STORM DRAIN IS PROPOSED ,12'BELOW,FS,ELEV,WHERE;STORM DRAIN IS PROPOSED - ..........................._._......... ...._._. .............._.._........... ......... STREET UNDERCUT PER SOILS REPORT O'BELOW DEEPEST UTILITY,OR AS OTHERWISE NOTED) 10 TYPICAL SECTION: EMERGENCY ACCESS PORTION OF PRIVATE DRIVEWAY'W' - `�,8 NOTE: STREET WILL BE PRIVATELY MAINTAINED. - c o s E� m ry Q O BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 25ou7H POINTS DRIVE-SUITE vs 14905 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS ]9 � a m ELEVATION: 1400.673(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE E551 LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y O F LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 a CONDITIONS OF DEVELOPMENT AND/OR / . 949.588.0707 PRIOR TO CONSTRUCTION. DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT �y (PAX)949.588.0709 MASS GRADING PLAN RAILROAD CANYON ROAD FROM THE - ENGINEERING COMPANY rickengineering.com UNAUTHORIZED CHANGES: CALL CAN BE ISSUED. �, BARRY J.COWAN CAUTWN:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR $ INTERSECTION OF RAILROAD CANYON ROAD �. r oaage San Diego-Riverside-San Luis Obispo-Bakersfield-Saaamemo-Phceniz-Tucson AND STATE HIGHWAY 71,122.0 FEET '�1!\, BEFORE Ip, 46568 '° RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE-o NORTHWEST OF RAILROAD CANYON ROAD, YOU DIGI � * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED CANYON HILLS PHASE 8 o6.0 FEET SOUTHWEST Of OWER POLE (J&,Q (A /Z7� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 38117 & 36118 FIe < #1853MARKE 32E,1.0 FEET NORTHEAST OF A UNDERGROUND 27-26 ERVICE ALERT CHECKED WALTER E.ALLISON RCE No.45448 DAT -•" 4tfCIVIL ��! Q�, ' 6/bo I/s oP/oz/4s►5 SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE DESIGNED BY: DRAWN BY: OF CALIF / "'t NOTES & DETAILS o N TOP OF CONRETE POST E-14-T0. Call at(Bast 2 working days prior to excavating. BY: CITY ENGINEER BARRY J.CO N,RCE No.C46568 Exp.Date DATE DATE: SEDIMENT BASIN/TRAP DETAIL NOTES TOP OF TRAP/BASIN 2'DEBRIS CAGE TOP OF TRAP/BASIN 6 TOP OF TRAP ABOVE TOP OF RISER ® FY' CONCRETE SPILLWAY INSTALLATION NOTES (SEE DETAIL THIS SHEET) 9�0 ��Q 1. REFER TO GRADING PLAN AND DETAILS dyx P OF RISER FOR HEIGHT AND DIAMETER OF RISER,GRADING OF BASIN,DIAMETER, \N ° // i � t Icq � i lop FLOW LINE,AND SLOPE OF OUTLET PIPE. ' RIP RAP (PVT)-NO.2 BACKING.° RISER PIPEWRAPPED W/FILTER 2. C.M.P.RISER HOT-DIPPED GALVANIZED 12 GAUGE 2-2/3"X1/2" - BLANKET & GRAVEL CONE x x. .. A/W/ FILTER BLANKET MATERIAL #1 0 1z Oc CORRUGATIONS,HEIGHT AND DIAMETER PER PLANS. u: FG OF TRAP 1- T PER GEOTECHNICAL ENGINEER'S- A < (both ye) RISER i SPECIFICATIONS3. PAINT 4"WIDE BAND (RED)AROUND CIRCUMFERENCE OF RISER. TOP w a_OF BAND TO BE 1.0 FEET ABOVE FINISHED GRADE OF BASIN BOTTOM. / �/ �/ �/°� / �/ �/-�/ FL PER J WIDTH ' FL PER - . - GRADING SHALL BE L N AN 2"OUR F SECTION A A 4. WRAP FILTER FABRIC AROUND RISER FROM FINISHED GRADE TO 1.0 PER GEOTECHNICAL I } FEET HIGH,THEN INSTALL 3/4 "GRAVEL MOUND 1.0 FEET HIGH AROUND DIAMETER PER PLAN RECOMMENDATIONS Nj 19 Z w E 0 . RISER AND FILTER FABRIC. TOP OF FILTER FABRIC AND GRAVEL CONE C C.kNCHOR CK. oliitt -) _ ? AT TOP OF PAINTED BAND PER NOTE 3,FULLY COVERING PAINTED r-l (OSRI ZED PER BUOYANCY CALCULATION, 8" BAND. SLOPE 12 12"THICK FROM PIPE MINIMUM) RISER 10 TOE U TYPE WING TYPE 5. FOR SEDIMENT TRAPS THE TOP 2/3RDS OF THE RISER SHOULD BE PERFORATED WITH 0.5"DIAMETER HOLES SPACED8"VERTICALLY AND PLAN e" -- 10"HORIZONTALLY. FOR SEDIMENT BASINS THE RISER PERFORATIONS FL ELEV E1 SHALL BE PER THE RISER PERFORATION TABLE. PERFORATIONS PER •••• WIN WWALL ROW TO BE EQUALLY SPACED HORIZONTALLY. Qp AFR chender %' El.stews an pane IFtOROING. SB-A,SB-D & SB-E - RISER PERFORATION TABLEI SECTION Z-Z_D SCALE ORIFICE BOTTOM DIAMETER OF FV I I INVERTROW (FTEVATION ORIFICE a:of ORIFICES PER OWSEDIMENT TRAP/BASIN DETAIL(PVT) o. TYPICAL -14 } O NO SCALE Pltemete_ 0 12'OC 2. - L,..�p Well 0 (bdrt lw yet -I F-- g 6" 2.5 3 4 7 ELEVATION SECTION B-B ALT DETAIL C 3.0 5 a3 REBARS EVENLY _ SPACED & SPOTWELDED BN OOBf m mu o tin[ tw91mE b tin[ E TAE SB-B - RISER PERFORATION TABLE TOP VIEW TO END OF POST 6 5' 5' 6" ORIFICE BOTTOM DIAMETER OF BOTH SIDES PIPE E E f 'I W INVERT ELEVATION ORIFICE •OF ORIFICES 6" ROW (FT) (IN) PER ROW SPOTWELD EACH_/ �p �.;:'` la' 2'31/a"1'3' I'-101/Y 2' 035 35 063 43 An S3 ox 61 0.0 1. 4 POST 4 PLACES 2 UNIVERSAL Y� -- BAND COUPLERS ` 21r S-17/s' f-9' 2'-71/Y Y-C alb 10 033 60 122 73 IS N 1 3"4/0-C-2000 CONCRETE PSl 1 5 1.5 4 •3 BARS MATCH TOP OR 3"2500 PSI,A.IR PLED, J0' 1'S/e' 2'-Y 3'-+1!Y tA5 7t Y29 Tga 109 132 123 5 2.00 6 O.C. OF COUPLER W/ CONCRETE W?H 17/x'/2" 62-p t/2'.2'-s' +'-t t(Y 3'-8' 133 N t.0 nt 210 176 255 t FRONT VIEW TOP OF RISER 17 GAGE STUCCO R�7TIYG 3 3 DEBRIS RACK CAGE CONCRETE SPILLWAY (PVT) 4.0 4.5 1 2 1 NO SCALE NO SCALE NOTES SB-F - RISER PERFORATION TABLE 1,tbaarole aHR be -3250. ORIFICE BOTTOM DIAMETER OF 2 Exppsed wmarw to be 3/4"ehaade:ed. INVERT ELEVATION ORIFICE s - LEGEND ON.PLANS ROW (FT) (IN) OF ORIFICES S Top of pipes to h se(a and ap of D/2 with el to pmam between when th grodeteB of pipes. A Skewed o1 heodwaX�aX be.ill to approwi iiel, p�ahei!a length grade when the grade is 3X or P S Skewed.pipes:1)imereWn W to be(ncnfpned width or kigth due to skew or multlpie pipes. -- 6,For pr"wall thiekeeme greater then 3"use ABemote Diboll C. .e 1 3 1 SEDIMENT BASIN/TRAP DETAIL NOTES Revision By Approved Date K""'D"o�1l�sm om ORIGINAL KeraAeWai W2-. SAN DIEGO REGIONAL STANDARD DRAWING ao 1Y IIiir MAINTENANCE NOTES �,4 wwtrk T scent"n a3roa rrx:srz�rx 2 4 1. BMPS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT wm«mattse r stenl"n oa/os VVING AND U TYPE HEADWALLS cb"wiww",aae tst+a Datw REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK Debit T.stones a2/As: FOR„IR` TO 3G• PIPES DRAr6Nc LEVEL AND AS REQUIRED BY LOCAL REQUIREMENTS. IT IS gmtee -- T,�q,,, a111t H D-34 SB-G - RISER PERFORATION TABLE RECOMMENDED THAT AT A MINIMUM,BASIN BE INSPECTED WEEKLY, PR OR TO FORECASTED RAIN EVENTS,DAILY DURING EXTENDED ORIFICE BOTTOM DIAMETER OF RAIN EVENTS,AND AFTER THE CONCLUSION OF RAIN EVENTS. INVERT ELEVATION ORIFICE s OF ORIFICES 2. EXAMINE BASIN BANKS FOR SEEPAGE AND STRUCTURAL ROW (FT) (IN) PER ROW SOUNDNESS. 0.0 0.5 q 3. CHECK INLET AND OUTLET STRUCTURES AND SPILLWAY FOR ANY DAMAGE OR OBSTRUCTIONS. REPAIR DAMAGE AND REMOVE 1 - OBSTRUCTIONS AS NEEDED. 5 4. CHECK INLET AND OUTLET AREA FOR EROSION AND STABILIZE IF REQUIRED. 5. CHECK FENCING FOR DAMAGE AND REPAIR AS NEEDED. NOTE: INVERT ELEVATION ASSUMES FINISH GRADE OF BASIN - 6. SEDIMENT THAT ACCUMULATES IN THE BASIN MUST BE AT BOTTOM OF BASIN IS ELEVATION=O PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT 6. P.C.C.ANCHOR BLOCK:SURROUND RISER AND OUTLET PIPE WITH ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT CONCRETE PCC 560-C-3250,SEE PLANS FOR THICKNESS ON ALL SIDES STORAGE VOLUME. SEDIMENT REMOVED DURING MAINTENANCE CONCRETE SHALL BE POURED DIRECTLY AGAINST THE SIDES OF THE SHOULD BE MANAGED PROPERLY. THE SEDIMENT SHOULD BE 8 EXCAVATION FOR THE ANCHOR BLOCK FOLLOWING COMPACTION OF APPROPRIATELY EVALUATED AND USED OR DISPOSED OF THE SOIL WITHIN THE BASIN. REINFORCE CONCRETE WITH 4- 4 BARS ACCORDINGLY. OPTIONS INCLUDE: INCORPORATING SEDIMENT EACH WAY OR 6"X6"10-GAUGE WELDED WIRE FABRIC. EMBED STEEL INTO EARTHWORK ON THE SITE(ONLY IF THERE IS NO RISK THAT 3"MINIMUM IN CONCRETE. SEDIMENT IS CONTAMINATED),OR OFF-SITE EXPORT/DISPOSAL AT 7. SOIL CEMENT AROUND OUTLET PIPE TO LIMITS OF TRENCH AND AN APPROPRIATE LOCATION (E.G.SEDIMENT CHARACTERIZATION 12"ABOVE TOP OF PIPE. SOIL CEMENT AROUND PIPE SHALL CONSIST OF A AND DISPOSAL TO AN APPROPRIATE LANDFILL). SLIGHTLY MOISTENED MIXTURE OF ONE PART CEMENT TO FIVE PARTS OF 7. REMOVE STANDING WATER FROM BASIN WITHIN 96 HOURS AFTER - - 0 GRANULAR MATERIAL. THE SOIL CEMENT SHALL BE THOROUGHLY ACCUMULATION. MIXED AND TAMPED INTO PLACE IMMEDIATELY FOLLOWING 8. IF THE BASIN DOES NOT DRAIN ADEQUATELY (E.G.DUE TO STORM _ PLACEMENT OF THE PIPE. THAT ARE MORE FREQUENT OR LARGER THAN THE DESIGN STORM 8. TRENCH BACKFILL SHALL CONSIST OF NATIVE MATERIALS,APPROVED OR OTHER UNFORESEEN SITE CONDITIONS),DEWATERING SHOULD BY THE SOILS ENGINEER PRIOR TO PLACEMENT. OPEN-GRADED, BE CONDUCTED IN ACCORDANCE WITH APPROPRIATE DEWATERING BMPS (SEE NS-2)AND IN ACCORDANCE WITH LOCAL PERMITS AS HIGHLY PERMEABLE MATERIAL SHALL NOT BE USED AS BACKFILL IS APPLICABLE. 9. TO MINIMIZE VECTOR PRODUCTION: SEDIMENT BASIN DATA TABLE -REMOVE ACCUMULATION OF LIVE AND DEAD FLOATING - - o SEDIMENT BASIN ID SB-A SB-B SB-D SB-E SB-F SB-G VEGETATION IN BASINS DURING EVERY INSPECTION. - SHEET NO, 13 17 16,17.20 15,18,19 19 -REMOVE EXCESSIVE EMERGENT AND PERIMETER LENGTH 185 248 172 185 153 158 VEGETATION AS NEEDED OR AS ADVISED BY LOCAL OR L 9 WIDTH 72 97 74 72 57 62 STATE VECTOR CONTROL AGENCIES. DEPTH 5.9 7.1 8 5.9 6 4.8 TOP O BASIN 1449.5 1480.6 1489.0 1488.0 1396.6 1402.0 - m FG @ END OF BASIN 1443.6 1473.5 1483.0 1482.1 1390.5 1397.2 FG OF BASIN RISER 1442.7 1472.3 1482.1 1481.2 1389.7 1396.4 o H=HEIGHT OF RISER 4 5 4 4 4 or LTOP OF RISER 1446.7 1477.3 1486.1 1485.2 1393.7 1399.4 DIAMETER OF CMP RISER 42" 160" 36" 42" 30" FL OUTLET PIPE 1439.89 1469.52 1479.24 147.5 1387.37 1385.76 - W e m N CONCRETE ANCHOR BLOCK C 108 221 113 106 81 71 o r OUTLET PIPE SIZE IN. 24" 24" 18" 24" 24" 24" - o+ c m BENCH MARKS REVISIONS APPRV BATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUTHPOINTEDRIVE-SUITE27s d-t 49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET o F ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ES51 TAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR� PRIOR TO CONSTRUCTION. S o � 949.588.0707 DESCRIPTION:2.7 MILES NORTHEAST ALONG - CITY AND STATE LAWS,AND A PERMIT <y (FAx)949s8e.o7o9 MASS GRADING PLAN OF c UNAUTHORIZED CHANGES" RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY rickengineerin g.com �� m o CALJ. CAN BE ISSUED. �, BAR J.COWAN r, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R INTERSECTION OF RAILROAD CANYON ROAD �+ r^ brae a SanDiego-Riverside-San WisObispo-gakersField-Sacramento-Phoen&-Tucson m m AND STATE HIGHWAY 71,122.0 FEET BEFORE No. 46568 m g RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 =o NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG!. * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 0� 6.0 FEET SOUTHWEST OF OWER POLE19 E.P. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 FILE N0. O1 � e1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 MARKER POST,A BRASS DISK SET IN THE CHECKED WALTER E.ALLISON RCE No.45448 DATE 4lF pN �a.EGbtq� 1Gy y,w.,� 6/so IIS OZk21rlt$ SCALE: SHEET SPECIFIC TOP OF CONRETE POST E-14-70. Call UNDERGROUND ALERT DESIGNED BY:. DRAWN BY: By; CITY ENGINEER OF CAVE NOTES & DETAILS _ - o i N 9 Y P 9. BARRY J. 0 N,RCE No.C46568 EXp.DOte DATE DATE: - LEGEND: EROSION CONTROL GRAVEL FILLED BURLAP BAGS 3 HIGH UNLESS CURB CURB FR FIBER ROLL OTHERWISE NOTED y LINE LINE -��ti7j47CCFT� SUBDIVISION BOUNDARY —— 10'WEIR GRAVEL FILLED -- ---- 12"THICK - 3"TO 6"COARSE AGGREGATE 2 BAGS BAGS TACKIFIER rry ' HIGH (3 BAGS HIGH) 1 FILTER FABRIC NOTE:TOP ELEVATIONS OF GRAVELBAGS NATIVE SHALL BE EQUAL TO ADJACENT IRRIGATED HYDROSEED WITH Ir� TOP OFCURB ELEVATION GRAVEL BINDER AND MULCH L-' ----- FILLE FRILLED SECTION A-A SECTION D-D BAGS BAGS NO SCALE A SECTION E-E SILT FENCE — --w--+'— NO SCALE GRAVEL BAGS - r000�00000000mo CORRUGATED STEEL PANELS STABILIZED CONSTRUCTION ENTRANCE/EXIT FILTER FABRIC NATIVE,r OtiJy 12"THICK - 3-TO 6"COARSE AGGREGATE ,Pp SECTION B-B 3'RADIUS D D SILT FABRIC NO SCALE 2'TO 5' J TOE OF SLOPE STAKE 9 1% MIN .•DIVERSION RIDGE FLOW 6"X6"TRENCH WITH WHERE GRADE TAMPED BACKFILL EXCEEDS 2% GRAVEL BAGS AROUND AREA DRAINS 1 5' 5 o SECTION C-C NO SCALE w NO SCALE CASQA SE-1 HIGH cs TYPICAL SECTION SILT2 BAGS FENCE HIGH NO SCALE E E 6' 6' WEIR WEIR J m F Is W LL 5 'MIN. a 0 / C C B NOTE: y A y y INSTALL FIBER ROLL /T'O a STREET SUMP INLETS B y y 'y ALONG A LEVEL CONTOUR = 45' Ay' y� NO SCALE y / ...12 !E y y y y y A4, *- 4' 8'4AIN. 5' // COARSE AGGREGATE MIN. . y y y y y y P (TYPJ \2 BAGS HIGH F OW 3"TO 6" A y y: y FIBER ROLLS-�. x FILTER STEELUPANELLS y y y y y y y y yK y y i y y 2 m FABRIC y y y y y 4. y y y y� aVELOCITY CHECK DAMS IN STREETS GRAVEL x' y y y y FILLED x w NOTE:FUNCTION OF ENTRANCE TO BE CONTINUOUSLY EVALUTATED y y y y y y y /y y i NO SCALE IgpGS m y (2 BAGS HIGH) a x e > DURING OPERATIONS. WIDTH AND LENGTH OF ENTRANCE TO BE y y y F y y y / y 10'WEIR E INCREASED AS NECESSARY TO ACCOMODATE ANTICIPATED TRAFFIC. VERTICAL SPACING\ yy y y y Fy %/y y . (TYPJ W x PER TC-1 Type 2 (TR-0 VARIES,BETWEEN �� y y % y 8 (www.00bmphandbooks.00m)CASOA 8'AND 20' y iy y y SECTION F-F TABLE A10, STABILIZED CONSTRUCTION ENTRANCE/EXIT d y NO SCALE GRAVEL BAG ROW SPACING TABLE u NO SCALE INSTALL A FIBER ROLL NEAR STREET GRADE INTERVAL +° SLOPE WHERE IT TRANSITTIONS Less Than 2% 200' n INTO A STEEPER SLOPE 2% to 4% TS' 4% to 6% 40' STREET GRADE INLETS 6% to 10% 25' NO SCALE 8 TYPICAL FIBER ROLL INSTALLATION o" NO SCALE c n $o �m +o o� p y�y O Y C a� ubNNW^\ 0�N a C � �e BENCH MARK. DIG ALERT REVISIONS APPRV DATE 1-19905C CAUTION:LOCATION N EXISTING UTILITIES ON THESE PLANS ° THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E SHEET ELEVATION: 1400.873(NGVD 29) COMPLIANCE WITH THE APPROPRIATE ppOFES90Ng4 LAKE FOREST, CA 92630 PRIOR TO CONSTRUCTION. 6 RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 949.588.7ee.o7o9 MASS GRADING PLAN OF DESCRIPTION:2.1 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT `�� UNAUTHORIZED CHANQES1 y^ RAILROAD CANYON ROAD FROM THE H ENOINEERINGCOMPANY rickengiaeedng.com om CALL CAN BE ISSUED. BARRY J.COWAN Orange San CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR INTERSECTION OF RAILROAD CANYON ROAD 29 N AND STATE HIGHWAY 71,122.0 FEET BEFORE No, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIGI * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUSS BE APPROVED SHEETS in 60 FEET SOUTHWEST OF OWER POLE19 �J�� ZIZ7T �• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 FILE No. 1 •1853732E,1.0 FEET NORTHEAST OF A UNDERGROUND D2 SERVICE ALERT CHECKED J}4f CIVIL FILE/T_ Q 6/�/� 0 i �� SCALE: SHEET SPECIFIC EROSION CONTROL DETAILS MARKER POST,A BRASS DISK SET IN THE WALTER E.AL RCE No.45448 DATE t �N;u.� c N TOP OF CONRETE POST E-14-70, Call at least 2 working days Drior to excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER BARRY J.C AN,RCE No.C46568 Exp.Date DATE DATE: aPP-V 49 —SGE5 EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES Alleroslon controlplons shallbe In accordance with City of Lake 1. The developer and his contractor are responsible for 17.This site has obtained-a National PolUtlon Prevention Elsinore Ordinance Nos.802,882,772,1258,529,1004,construction site Best Implementation and maintenance of the SWPPP-approved, - Elmination System (NPDES)permlt to regulate munlcipaland Management Practices(BMP's)and standards outlned within the Lake pre-qualfied BMP's from the Calfornla Storm water Oualty Industrialstorm water discharges.NPDES WDID•B-33C362205 Elsinore Design ManucL No grading permit shallbe Issued without Association (CASOA)handbook/website for construction to DATE WDID ISSUED: 10/10/2011 an erosion controlplan approved by the City Engineer. The erosion retain sediments from areas disturbed onslte to the maximum controlplan shallincude details of protective measures, extent practicable.The erosion controlmeasures Inokide those 18.The undersigned civilenglneer,'a qualfled OSP and/or OSD will Inc Aiding desitting basins or other temporary drainage or control shown on this pion and applicable SWPPP as wellas any review placement of erosion controland Insure that work Is InCANYON tpA` / p� p}'yp q measures,or both,as may be necessary to protect the water qualty additionaleroslon controlmeasures(e.g.,hydroseeding, accordance with the approved plans. l,v)y)y IYQIVUl..7VflAI DETAIL of receiving water bodies or to protect adjoining public and private mulching of straw,gravel-bagging,diversion ditches,retention (Signature)fLlcense (Exp)(Date) property from damage from erosion,flooding or the depositlon of mud baslns,etcJ dictated by field conditions to prevent erosion / or debris which may originate from the site or result from such - and/or the Introduction of dlrt,mud or debris Into existing /l/ �- � Y7056 /Zl3/(l grading operations. pubic streets and/or onto adjacent properties during ANY phase of construction operations. 1. Alleroslon controlplans shallbe In accordance with City of Lake Elsinore Ordinance Nos.529,772,802,882,1004,1258,construction 2. Storm Water Polhtlon Prevention Plan(SWPPP)shallbe kept site Best Management Practices(BMP's),and standards outlned on-site and made available upon request of a representative of within the Lake Elsinore Design Manual I the ReglonalWater Quality ControlBoard(RWQCB)-Santa Ana Region and/or the City of Lake Elsinore. 6'MIN,OVERLAP 2. The developer/contractor is responsible for any discharges by B subcontractors. 3. Construction sites shallbe 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 site.Discharges of moterlalother than storm water(non-storm g' - (responsible person)at (951)545-9858 (24-hour phone - water)are prohibited except as authorized by an Individual FILTER x -+ number). NPDES permit under the statewide GeneralPermlt -Construction Activity. B. - FABRIC '� ROCK P 4. Devices to reduce erosion damage shallnot be placed moved or :� modified without the approvalof the Director of Pubic Works or, 4. Potentlalpollutants Include but are not Imited to:sold or - 10, _ In an emergency,by the person responsible for grading liquid chemicalspills;wastes from paints,stains,sealants, f - operations. solvents,detergents,glues,Ime,pesticides,herbicides, V"Mlhi, fertilizers,wood preservatives,and asbestos fibers,paint 5. Areas that are cleared and graded shallbe Imited to only the flakes or stucco fragments;fuels,olls lubricants,and portion of the site that Is necessary for constructlon.The hydroulc,radiator or battery fluids;concrete and related construction site shallbe managed to minimize the exposure time cutting or curing residues;f batab is wastes;wastes from of disturbed sollareas through phasing and scheduling of- .. engine/equipment steam cleaning or chemicaldegreasing,wastes TYPICAL RIP RAP PAD grading and the use of temporary and permanent soil from street clooning;and super-chlorinated potable water from )c - stabllzation. Ine flushing and testing.During construction,disposolof such NO SCALE PERFORATED PIPE-,-Sl,1RROUNDED WITH ROCK AND E&TO1 ABRIC materials should occur In a specified and controlled temporary 6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten area on-site physlcaly separated from potentialstorm water ROCK: MIN,VOLUME OF 9 CU.FT..PER LINEAR FT..OF 3/4 1W MAX.ROCK. (10)feet in height (temporary or permanent)shallbe stablized runoff,with ultimate dlsposalin accordance with local,state PIPE:6 N.ABS OR PVC PIPE WITH A MINIMUM Or&PERFORI If they wlllnot be worked within 7 days.During the storm season, and federalrequlrements. 1/4-TON RIP RAP (114-414.DIM PER LINEAL FT.IN WITOM HALF OF PIPE allsbpes shallbe stabilized 24 hours prior to a predicted ASTM D2751,SDR 35,OR ASTM D3034 ORAWM D1527; - storm event.Construction sites shallbe revegetated as early as 5. Runoff from equipment and vehicle washing shallbe contained at - - SCHD.40 ASTM 01785,SCHD.40 feasible after soildisturbance and within 7-days of completlon. construction site and must not be discharged to receiving waters or the bcalstorm drain system. FAT6RFA9RIC MAFI1d0FiLTERFABTR3C-0R APPROVED€C!UNALENT - 7, Fllsbpes at the tract perimeter must drain away from the top NOTE:FOR CONTINUOUS HMJU J="-$90F SQO.FT OSE 3 IN,DIA PIPE of the slope at the conclusion of each working day. 6. Appropriate BMPs for construction-related materials,wastes, spills or residues shallbe implemented to elminate or reduce B. The contractor shallbe responsible and have signs posted on the transport from the site to streets,drainage faciltles,or site to warn against pubic trespass Into areas where water Is adjoining properties by wind or runoff. Impounded. 2,7r I 7, Materlalstorage and staging areas shallbe established. Fuel - - - 9. Dust shallbe controlled by watering or other methods approved tank,portable tollots,liquids,gels and powders shallhave _ by the City Engineer. secondary containment and be stored away from allprlvate / pubic storm water conveyance systems,sidewalks.rights-of-ways 16.Placement of devices to reduce erosion damage within the and flow-Ines. development shallbe shown on the approved plan. 8. Allportable, mixers shallhave plastic Iners underneath with III=III=111�11=111=111i 'I-II_III-III ll.Desllting faculties at alidrainage inlets for the graded site - gravelbags places on the down-hillside of the Iners to shallbe designed for a twenty-five (25)year,six (6)hour storm contain discharges. FILTER BLANKET PER Intensity.They must be detailed on the plans.Design and - SOILS ENGINEER'S specific recommendations shallbe submitted for the following: 9. Controlled street washing wlllonly be allowed prior to the -RECOMMENDATIONS vcR.slix a-A3, .+lrarmracevTse+#euaAL, PI-ATE.C_4 application of asphalt sealcoats and only when allpertinent !�\ a) DesiRing basin volume based on gradient and nature of soils, drainage Inlets are protected. a�ns:\L Ls-waa1.85a#,wrr47atn camra.pm wok�.bd�ft,oratenq�;ciuetNc oa7nits4o-4.4ery SECTION B-B b) The extent of allgraded areas and Identification of any 10.Allconstruction contactors and subcontractor personnelare to (UNLESS OTHERWISE DETAILED PER PLAN) temporary soil stabllzation measures. be made aware of the required BMPs and good housekeeping measures SU BDRAIN DETAIL�� for the project site and any associated construction staging J c) Size of desllting basin outlet pipe and overflow. areas. - NO SCALE d) Dike requirements.Show minimum wallwidth,slope of walls, _ 11.Discharging contaminated groundwater produced by dewatering percent compaction,eto. groundwater that has Infiltrated Info theconstruction site is prohibited.Discharging non-contaminated groundwater produced by e) outlet conditions from the deslBing basin shallnot exceed dewatering activities may require a NatlonalPollfant _ G,�p0aQ6 downstream Imitations,with the exception of overflow,which is Discharge Elmination System (NPDES)permit from the Regional S to be designed to provide capacity of 1.5 times the maximum Water Qualty ControlBoard. design flow. 12.Storm water runoff shallnot be directed over any slopes without MAX 0100 WATER SURFACE 12.Necessary materials shallbe available on-site and at convenient permanent down drains installed. Erosion and sediment controls SHOWN ON PLAN boations to facilitate rapid construction of temporary devices IncLiding maintenance are required on allexposed slopes until - or to repair any damaged erosion controlmeasures when a 50% sufficient permanent landscaping has been established. IOOX chance or greater of rain within a 48 hour period is forecast - slope protection must be in place prior to the Issuance of the for Lake Elsinore by the NationalOceanic and Atmospheric Agency finalcertificate of occupancy. V2-TON (NOAA). ROCK 13.Vegetation clearing and brushing activities shallnot be wZ 13.BMP's shallbe maintained and Inspected daily. Allremovable - initiated during the wet season on any sites which are not �a protective erosion controldevices shown shalbe In place at adequately protected with desiiting basins or other temporary 4, the end of each working day when the five (5)day rain probability drainage or controlmeasures. EXIST. forecast exceeds fifty percent (50%). TYPE A'RSP FABRIC - SURFACE 14.Stockpiles of sollshallbe properly secured with BMP's to (PER CALTRANS STD.SEC.88.104) 14.After a ralnstorm,allproject generated slit and debris shall elminate or reduce sediment transport from the site to streets, be removed from check berms,onsite pubic drains and pipes, drainage fatuities or adjacent properties via runoff,vehicle � , drains and pipes of adjacent properties and desilting basins and trocking,or wind. Stockpiles Inactive for a period of 14 days the basins pumped dry.Any graded slope BMP's damaged during a - or more shallbe covered;active stockpiles shalbe covered w - _ EMBED 3'INTO BEDROCK/COMPETENT MATERIAL rainstorm shallaiso be immediately repaired.Falkire to provide - prior to a forecasted rain. , effective maintenance may result in penalties. - (OVERLYING TOPSOIL/ALLUVIUM VARIES 2'-6') o" 15.Special attention shallbe given to preparation and E 15.Discharging of contaminated soils via surface erosion is Installation of the Rain Event Action Plan (REAP)as required prohibited. based on site Risk Levelor as mandated by the Santa Ana Regional. Board NPDES Permit,GeneralPermlt-Construction Activities. 16.Construction access points shallbe stablized with a TYPICAL ROCK SLOPE combination of rock and shaker plates year-round to prevent 16.At the end of each day of construction activity,allconstruction - track-out.Routine street sweeping shallbe performed on all debris and waste materials shallbe collected and properly PROTECTION DETAIL paved streets where tracking Is observed.Vacuum sweepers shall disposed of In trash or recycle bins. ° be used when street sweeping becomes Ineffective. NO SCALE 1i0 E o C to a m REVISIONS APPRV DATE - d-1490sc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS ° BENCH MARK. THESE PLANS HAVE BEEN REVIEWED FOR SEAL: zsouniPOIN7E DRIVE-SURE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CI T Y O F L A K E E L S I N 0 R E SHEET t a ELEVATION:1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE �YOFESSrO,�,q ® LAKE FOREST,CA9263o PRIOR TO CONSTRUCTION. 7 - 0 RIVERSIDE COUNTY DESIGNATION:E-14-70 - n CONDITIONS OF DEVELOPMENT AND/OR 9a9.598.07a7 0 fyc (FAX)949.588.0709 MASS GRADING PLAN , DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT N ENGINEERING C01vieANY ricke gineering.com UNAUTHORIZED CHANGESk OF s: RAILROAD CANYON ROAD FROM THE CALL CAN BE ISSUED. � BARRY J.COWAN sr �� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 INTERSECTION OF RAILROAD CANYON ROAD W z ora°ge San Diego-Riverside Sanlms Obisp°-Bakersfield-Sacramento Pnoesia-ma°r, RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESr c AND STATE HIGHWAY 71,122,0 FEET BEFORE ¢No. 4656e - CANYON HILLS PHASE 8 - sou acl * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 'co NORTHWEST Of RAILROAD CANYON ROAD, / 2) Exp. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 g 6.0 FEET SOUTHWEST OF OWER POLE el� A . 727/Is CIVIL ! �'4 FILE N0. - 6.0 FE32E,LO FEET NORTHEAST OF A 1-800-227-2600 WALTER E.ALLISON RCE No.45448 DATE �'T '�_1 9 CfM�-� (�?jI�$ �/./�j/ SCALE: SHEET SPECIFIC - MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED .f OF LAIY� EROSION CONTROL DETAILS _ - o N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: gy. CITY ENGINEER - BARRY J.COWAN,RCE No.C46568 Exp.Date DATE JDATE: � . . I I I� I I I � I I I I - — - . � - I :, , l. , . ,�., . "�11,1�, I ,.� I * , . .1 I ,,//,".I,".,,, , . ,I,p , , , �;���",1��� ., - ,. . . . . . . . . . � � j. � .r f i f i ..., , ... �'. ", ... 11., -, , , I . — % � � i � i � , \ .. ., -..", ._ ............... _-�.::.......�................... � � , . � " 1� i f 1�I , ,,, .,, '.''.� I I � I I I.. �. , .,",,j 6 , , , , ,f: , � f i p � � � ; ! ................_ "­" , , � ., '-..- I � f 11 I ,. __­ ,� I ­","". ��.1.1 t . - 1 ,� : . , 1 ; , " , .., ,. . . , * , " , ; " I � 1 � ; � , I , , , , . . . . , . j J : i � ; i " , . I � t ; ; f ....... ..,., �.,,�. �.... " . .1 : 1, ,I ,, . ,. �., .I , I . . . � p y �; , �. , *,, ­. I x . � ' � , ,, � f ... 5 �,',-,.�"",�--�',�,-""::�..'I ......... � .,.,. /; I I I "I _­­­ ,� ) . ,-,'.?,/...,,,, ,. . . i!� " " , '!,,!," ,�,' i, ­ , \ \� � , , \ . , �'. I;,. ,. . �i�,.; , .,. 45 ' ''""'/` � %',,'.',;:�,, , " -.�-,:�"", ----- , . " �',1 , \,, - , �/1, / /. . l ,/,,-`/-,;..�.'.; . , .1. / l, / )� f I !,,,�,,.., , 1 j i." . ; . q I I . . , ­ , ., , ., ,i , , .. �,�1 :� / z ;1 . � l, , , . , % ,,.. �. \ , , - � 1 . 1. I I I ; ; I . .i "� -.." -., �, \� ..­11 I" 1,r. , " . : �,� J"f i,'Olv,,'.f , I ; ,�� ,, , ,, I - . . . ..�i" �! i� � i t i � f , , 1 � � .. �� , . \ � i",.I ,f .1,. ., , . . , . ;,. ,/ � 1 ,�, , , , 1, . , � .. . :, / � 1 . 1., x , I., , .t �I . % ; . , � � � � _ ".1-.1.1-11-.1.... ��".-�.:,*��\,.- -, _,:,�� ,�.....I..." . , �:l i. - 1,I , ",.1 . I...I... i�\ \ ;:i a ! . ",, 6? / 4/,; \,6 /,. -,.h, _.-/ 1 N � , C 1 h� \ ,\ N � i X ` 1\ ­' . .1 �\-­.1.�� ,,I . �.I.�­..—._.'.'_ �... -... ,.l__ '..1_.-\. ,.,�.I .­ ,". _ -,,l 'a'_,-�.. 't"­' _.lI..., ...,I / 1'. , I "� .., _.l-_­ s.I1,.".,-­. _..� ....._..._..-. ._..��....­ :...—:.�..1 .,.w..-. ... I I:..,.... �...1­ ",:�". �,. N _.::....- .. .­_::-...._...-... ..� .._-. .I ..­ ­. ,- ..­'..__.. .,.11....�.::..... _. ..:.�.�.­I.�.-..­:.I_. ..I.1. ,.,­1.-.... -�_.._. : I li 4 J Y -)�, ,, , '; ,i � S ) " ./ 'tA - f � , I 5 ", �- q .0 ) �� ! . ) � I / ...0 6-� " 9'. / � ' - I/ . I. �Ii; /I ) AI I90 " 1 /� -�� 1v 0�/ �, i - -/ , .1 *1,� f fi- �1 ` , ; ,, b6I . 1 �� 1 " " -I450 . ,I i 0, , I 10 / I i0� . 0 1" / O - I i t . ' ,� 0 .2� . '1 ,N ,,) �6". —%S) � :���) 1 ) ; . �� , , " i 0 / � Nt ,fv .,l; ,: � N 1 ' 1`\ �I � �od '" k6 6 �51 . � ." , � , ;�� 1Y !�� 4" kx kA N�� 11 , . /,4v � > I i I 'll t \ :: j f ��Z� � ,-" t� 1 1 , ? I. i, ::i 1,- � -,11 100�R Wi13A.4 �Y� � !! 1 � � j . � . / 7 DAYLIGHT LNE f :i 11111.11 / , i-" DEi 4- �' " � i1.. 11 ,� , . . l ' SAN JACINT 1,;. C3 ) .1f ::1 t : 7 *,, I 'J RIVER SA 90"` f �r � � i FL 14�9.4 1 ��1 1 1-1 & , � / , , "� - .� �T E 0i 1 ; ,1 " , I ,, ,% , ' -..,"..­ ­ .--�l_1 .. .­_...­ ..� _ �.., ..".:.-.., l , 1... ...,:., I .. - .-1.. ... - LLLU(L7uu))I I III I--- � II. II-. 0 — , " ,; I 1 / . I i 1 , I .... _�, � " , I-i ) � \ _G1 I� l i,, , " � . ! 63 I i .Y ; DAYLIGHT LINE, u/ , , 7 ,jq)�� A - , 'l pI.. -1, -! o r & _7 - " ,2f 1 \ / 56 1 ljrt f : . 0 I / i i:" /To / 1. I Pl " . - .f"' ­, / , !,,.. v \\ / , ;11 ) -­ ! '3 7.n 6 .. , ' ,i. , ," ,1 - , � i - I ,. . ,�r�' I .. _ � , 1 I ;, / l i f,- �� I / - ' �:: I 12 ;p / , ....�1 1 ih,i ' f";' I I . � 6I INUNDAIL . . I x . 11 - 1491 i , _I " , LIMITS. 8 i., �. � ..�. ./ i1 p ) /_ , . i . \' FL ".1 > I ) ,�\ 1. � .""/Xi � T j '" , , i 7'�2tfI _ � , , ". . . T . k // I �; ,, .I...I I /i � " 5 ," , ,, . . // �\\ OF SLOP , ­ .I , .I : . " / /F / _ 1; _ " 0 �� / / SLO 100 m INUNDATION --- , / I � = ,- f ; : , � ; � .I /1 1f z. / I LIMITS � ,� ; � // (j 0 Y WSEL li24.4 lJ192 > " �I., � ,, 1 �SAN JACINTO I " �\/ VER �TA90 I i /l � I� /I t ) u l J 8 1�_ -,,� � ­:�:i FL 1329. " f +, ® / /� 6 fi !_; .11.1 � . I I 4 ' ? I f /bN , i NOTE. � 12 .) I ,A 6 K PERFORMED ��IADJACENT TO TH I / _E SAN JACIRMI RIVER SHALL 10 _ TS6 ,, E ENVIRONMENTAL REGULATORY PETS FOR THE F. _ , , CANYON HILL VELOPMENT I .SPECIFICALLY 8 ,!/ ENGINEERS SECTION 404 PERMIT F 1 FISH& WILD1602 AGREEMENT. \\ "LIFE SECTION T A I , / 6"�� 1fei . \'1r : 1'? / ,\ " 6,rq / " 13 "; I \ , , 4, /cDF// G RIPARIAN � \, \/ l k,, —`. 3 / � , `I �"," - 11 � / /" : � ) I � 1457-C ..", �' 1� : / x X152Z; . _ � ( m : ' / ' / /: T OF SLOPE 11 \ ✓ ,"! � � /. /, ,, ... ".............. s , ' I I 1'R WSEL 13 .p , , .,� _ ..-_...­­­ .�I . N-I I,I ' ,N� O I ,,� 0 L IE-STA 70 " : 1 i , , ._ .,.". �--­ I I � I I + I . 5 N 2,188,600 0 _.".. b -, :: , .. .� y, 1 .1 Vl ' 1 1 A FL "0 ........ ...6 I , V-1 I -TOP 4_, - ' .� ..1 ,.; ,._ K yi ; / I / / JOP�OF SLOPE,, �- �, - �.­ :I _.. _.1.*... .­ ,-. ....,..II1 .\.—.1.. ,1"..-..". ....a , ,% 1 ... I, 1[�N , /7 7. / ! I ... ., In <6 L , i i � 1 . 4 \ 4 l� � _.5 i5 E� � ,�� ; i - 1/ i e ; \ ,"9 .... \\ i / ... ., __:..­...:�.�zz:._.._�, ! / / j CONSTRUCTION NOTES O CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 SEE SHEETS 10&11 @APPROXIMATE LOCATION OF SUBDRAIN OUTLET TO OPEN SPACE i- .. ( ) CONSTRUCT 24'CONCRETE'U'DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL ( CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 @CONSTRUCT RIP RAP PAD PER DETAIL SHEET 7 40 20 0 40 80 120 0 CONSTRUCT 24'CONCRETE'U'DITCH PER DETAIL SHEET 3 SHEET 3(LOCATION PER PLAN) 1 ImIo ( CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 O APPROXIMATE LOCATION OF SUBDRAIN(SIZE AND LOCATION PER SOIL ENGINEER)PER DETAIL SHEET T CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL SHEET 7 GRAPHIC SCALE 1"= 40' N z. REVISIONS APPRV DATE J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS PLANS HAVE BEEN REVIEWED FOR SEAL: 0UT ! TIDRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORESHEET ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESSI U11F.P",T,,".- PRIOR TO CONSTRUCTION.RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR L � .....0. ." DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT MASS GRADING PLAN OF - RAILROAD CANYON ROAD FROM THE _ - ENGINEERING COMPANY ,i,k,,gi....i,g.,G, UNAUTHORIZED CHANGES CALL ISSUED.CAN BE �BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29''. INTERSECTION OF RAILROAD CANYON ROAD 0—W S,,Di,g,-R!,,,,id,-S,,Li,Dbi,p,3,k—fiddS, ­Phi,.T­ � AND STATE HIGHWAY 71,122.0 FEET BEFORE .� . 46 68 � RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 E,F NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS -, 6.0 FEET SOUTHWEST OF OWER POLE c & YI BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 FILE NO. - -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CIVIL , 9 MARKER POST,A BRASS DISK IN THE CHECKEDWALTER E.ALLISON RCE No.45448 DAT � 61� q &An&v6 61aolks or0 SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF r PLAN VIEW 8, TOP OF CONRETE POST E14 70. Call at bast 2 working days prior to excavating, BY: CITY ENGINEER BARRY JQA ,RCE No.C46568 Exp.Date �It DATE I DATE: I 1� � I I I I . � fb 0. IrI............. ..........l ................... ...........�cq ........... . . .. . .................. 00 III........... ........... ..... ...... . ........... ......... I....................... .... .... x ..........1470 ........... ........................ 90.......................... .. .... ..............I so 6...... ............ CID ..................................149 EGIN x. ................ I.... ............... ...................... .................................... x.......... ..... ................. OP f SL PE' ...... ...... .......................... .......... .... ......... ........... BRUSH 4........... X...... .... ............. I ......................................... ............ L 15 9.0 I........... ... .......... ........... ICP ...... .....m ... ............................ ......m ............. I... ... ......................... . ....... PL t45.5 .........I,................0....................... ........ ..................................M M ........ ,aa EHDO 0:) ......... ......... ..................1579 9 . ............x .. ..... .... ... .............................It ti I . 16 x ' TOP OF SLOPE .. A - ............ .............. I ............. ............................. ...........x x ........ ...I ........... ............x Ix 156e�2 ............................. ....... .....x............ .......... ............................I 18 FL 1.603.2....... .............. ............. ........... ..... ..............x 1604.0 L t)Y'Af IAT 16696 F 48 r i::. Of I0............. I........... 4 p. N.. ............ . . ......... . ......................... .... .... ............. ........ lII ..-..TOE 0 ICONSTRUCTION NOTES O CONSTRUCT 5'CONCRETE TERRACE DITCH,PER DETAIL SHEET 3 SEE SHEETS 11 &12 12 CONSTRUCT RIP RAP PAD PER DETAIL SHEET 7 40 20 0 40 80 120 CONSTRUCT 24'CONCRETE'U'DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 CONSTRUCT 24'CONCRETE'U'DITCH PER DETAIL SHEET 3 SHEET 3(LOCATION PER PLAN)CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 GRAPHIC SCALE 1"= 40'REVISIONS J-14905C APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 UTH !NT1'DRIVE SUITE 275 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m BENCH MARK 'O . PO C ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E AELEVATION: 1400.8T3(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ES91 KI REST 630 PRIOR TO CONSTRUCTION. 9 RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 949388.0707 mo DESCRIPTION:2.7 MILES NORTHEAST ALONG (FAX)949.588.0709 MASS GRADING PLAN OF CITY AND STATE LAWS,AND A PERMIT ENGINEERING COMPANY UNAUTHORIZED CHANGES; RAILROAD CANYON ROAD FROM THE CAU CAN BE ISSUED. BAR J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 INTERSECTION OF RAILROAD CANYON ROAD W.S..Wm Obmp.B6..fidd S—.Ph—i.T.— BEFORE 656 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 AND STATE HIGHWAY 71,122.0 FEET No. -E F NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! Z/ PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS E.P.— BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 OL 6.0 FEET SOUTHWEST OF OWER POLE t1j12 47A 9y. FILE NO. 1-800-227-2600 WALTER E. CIVIL SCALE: SHEET SPECIFIC#1853732E,1.0 FEET NORTHEAST OF A —E-E—No.45448 M&h s MARKER POST,A BRASS SET IN THE UNDERGROUND SERVICE ALERT CHECK,! ALLISON DAIT—TOP OF CONRETE DST 'IS , DESIGNED BY: DRAWN BY: .j or c PLAN VIEW P 1 14� 1 Call at least 2 working days prior to CITY ENGINEER BARRY CO AN,RCE No.C16568 Exp.Date DATE JDATE: SEE SHEET 8 t CONSTRUCTION NOTES nl a ? CON ^.1 " CONSTRUCT 24 CONCRETE'U DITCH PER DETAIL SHEET 3 ,�., -:'-, '-- '•. \.': :' r : � G �f / 4�'' ` ' f HP I� gg O F; CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 4 M�) � l i ''� .:z �• . 5 CONSTRUCT 24"CONCRETE'U'DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL %< I SHEET 3(LOCATION PER PLAN) © CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 i, 7 CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND WALLS) DETAIL SHE T 3-W N CUT OFF W F It 8 CONSTRUCT 5 WIDE EARTHEN BERM �fMO W FILL SLOPE PER DETAIL SHEET � T It O APPROXIMATE LOCATION Of SUBORAIN (SIZE AND LOCATION PER SOIL BNOINER)PER DETAIL,SHET 7 , r : ,,; f ;: 11 X O11 CONSTRUCT 3 AC OVER 5 CL II AB ACCESS ROAD PER DETAIL 11 0 SHEET 4 0 �. " ...._'.'.7.' .•''t•` - .-, + f r 1: 1 : :,: SA�y N E ..1'3$ `a.,.... ;< .�(:AI Ica_! -:i :) I;na.b' `t RI ER STA 60 ,•� 4 , O�' .. ,' e / - 14 CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 ^ s .. ;: . ' ./r t - :.;; -r' :T l,� •:, 1 ^-70P OF (MODIFIED WIDTH OF 3.5 PER DETAIL SHEET 3) ,. , , ;. .. ;. r_orrs �-.,.�� Y j" ,•"� 136 7 .1 p � ,'\'. ,J VE:3ET:1T10'v 'rfa / J : -. � .. . .: ...._ ', ,` :., ::. ./•; f" :, DAYLIGHT LINE` , � 1 2 "\ ♦ \ .,1 r / 7 ' _.. R / _ ' l `1,00 Y INUN ICT10N:' \. f oSe \\ g r ._ ,. ....:. :. ,. ^ ,:, !; LIM)TS ,.vp 1381.0 � 0 x ; .. '3., ...... r 1 � r l r : CS X 3 r n 22 r' Cu RIPARIAN :' ;` i :'s ;',.`•. a.."•, '.. ,/ ,�j -..... -':, ,ter,e i F 1381.0 t ORING: f i -� . /' i -- __ .. ...... ..',, .... ' ',.', '. \ .;-. ........• ,: ^,...: ;! .' _ i' SETTLEMENT ' �: L ' SETTLEMENT MONITORING: MEN S WILL U ITBCONS�R REQUIRED IONOCANNITOR COMMENOE AFTER ENTIAL THE501E - ... OF THE MONITORING DATA AND CONFIRMED - MONUMENT t.T{a / / ±{• \ ENGINEERICIE REVIEWED y "L , 's'; THE SUFFICIENT COMPLETION OF THE SETTLEMENT PROCESS. I z q' 4 3oss f F 100 YR INUND X try'ids 3 /s : . / l X i r j , W Lu 4' -P yy ....,...... DAYLIGHT LINE; . NOTE: i i ;; i .' 100YR WSEL'1319:9 $ ' , ' ALL WORK PERFORMED ADJACENT TO THE SAN JACINTO RIVER SHALL r ' S ,i y SAI JACINTO C1 "- COMPLY WITH T ,r•. RIVER STA 56, / HE ENVIRONMENTAL REGULATORY PERMITS FOR THE % I _ l! CANYON HILLS DEVELOPMENT.SPECIFICALLY THE ARMY CORP OF � f": `�-, '`-•...,, - .r- ' i � i iLLI ter..,.. r.�- J. °i:/ .. f �...-s' �.� /-k ~..I ENGINEERS SECTION 404 PERMIT,AND CALIFORNIA DEPARTMENT OF ;< uj FISH& WILD LIFE SECTION 1602 AGREEMENT. (n , F,O..K� X ,�s L 14 4. l -� '•� f r: v. F DENSE - / :'/ ✓ , , 1 X i , e / . .tor :' .... .', ...; , ✓:'. _ :r. 4 h /, ; a 5 AY [GHT L[NE. \ I is 1$19.2' nI .. : ; / .... ,,.;' / / i SAN JACINTO -:' / .- -.. .... ..-. : ���� 1. 1509 ' z• :' !.' .; ,r ;;; ,. ,' :;.' z' :'" SEE SD PLAN& �RO`FIL SHEET' PER CITY OF LAKE E SINORE.SD M�PS PL ISN ./ t�.�✓r R jj aqq �TTM 36117& 361 �.. 1 . ,; / r I 1 //. ✓I i I DENSE 1 �* A,:, \ .I _ s . .- ...,.' ,EXTENDED 0{lON BA N PER � 7q Ur GET.A:lvN .Y r t "T g T :o v} J5'.' ,,'' a! Y OF LAKE ELSINORE S�IMPS o / N VTT 36117& 36 18 c /,. / ^, ,.fir , %;: . . ,. . ,, , t n /: :' .• ., . :. . . . . : . . :. 7,.. . TOE � 1......, �TOE OF SLOPE'' / � I i 1 \�\. 11 L SEE SHEETS 13&14 40 zo 0 40 BO 120 . -- GRAPHIC SCALE 1"= 40' BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUTHPOINIT DRIVE-SUITE275 d-t a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET w ELEVATION: 1400.873 INGVD 291 DIG ALERT COMPLIANCE WITH THE APPROPRIATE OTESSIO LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR . PRIOR TO CONSTRUCTION. 10 � 949.588.0707 DESCRIPTION:2.7 MILES NORTHEAST ALONG e CITY AND STATE LAWS,AND A PERMIT •"y (FA%)949.588.0709 MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY rickengineering.com UNAUTHORIZED CHANGES' CAI L CAN BE ISSUED. ., BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 o$ INTERSECTION OF RAILROAD CANYON ROAD W 46568 o..mge SwDiego-Riverside-SwWi,Obispo-Bakersfield-Sacramento-Phcenoe-Tucson CANYON HILLS PHASE 8 " AND STATE HIGHWAY 79,122.0 FEET BEFORE No z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU DIG! c/i'co NORTHWEST OF RAILROAD CANYON ROAD, l� p * PREPARED UNDER THE DIRECTION OF. PLANS. ALL CHANGES TO THESE PLANS AND UST BE APPROVED SHEETS 0 0� 6.0 FEET SOUTHWEST OF OWER POLE ��/ 2/t S �• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 FILE No. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 J} CIVIL R MARKER POST,A BRASS DISK SET IN THE WALTER E.ALLISON RCE No.45448 DATE •!lF pP I, ,w! C� ( .�. 6�EIp�/$ 02/0 2�Zo/5 SCALE: SHEET SPECIFIC TOP OF CONRETE POST E-14-70. CaIUmNDBERGROIINDdo ERVoICEo.excavatn DESIGNED BY: DRAWN BY: CHECBY: CITY ENGINEER Oi CAVVE —� PLAN VIEW _ g y p g. A BARRY J.CO AN,RCE No°C46568 Exp.Date DATE DATE: 19 COnnr+�br1� _fpftV4X.: I I I I I I I I � - I ' f1II%�-.--IIe- ....I �/ . ., EI.-- E SHE j l - "..- O .� ..� : -1 - -1.�1: - o, -, ,.- —'. ,. .. .-- t : I,- _-- -.� - 1- I- , �i /. . i� �-.,.�- - - , ? � : " i " 4 A ' LENGTH REMARKS \\ � No i \� DELTA OR BRG. RADIUS , / = 1 1 1 � . ! I 1 � i I \ \ I� a97817002 375.47' <:::�%.:..�,.,,, \, ..- M7A=08*11'48" 1000.001 143.06' \ SETTLEMENT MONITORING: �.: �.-.� I . ,1.... 1<.1II .� �- , .,Il.. ....:`,.,.' .., .I\ IN i I� I . . 1i./ . -:--,- *. - ! ,..c � : . '-. .,-. , .. .... q:.-....�.z�.- , .I.. ...�1.. .\. \11..,...,/ �..3. , .. � AREASOFDEEPFILLSC 50 FEET),SURFACE SETTLEMENT MONUMEN W . z , , � E AB57333127E 300.00' 301.37' , ; : RESIDENTIAL UNIT CONSTRUCTION CAN COMMENCE AFTER THE SOIL I. " ENGINEER HAS REVIEWED OF THE MONITORING DATA AND CONFIRMED , ; j NO3-38'40"E 228.19I 1-. / 0�� THE SUFFICIENT COMPLETION OF THE SETTLEMENT PROCESS. - �f , " ` 8o -7' \>.,� IS r 1! \� O 145 "6 / I I � . " ii -... - . I - -- . " ii�� � TOP OF s 3�- � ,�I ,1 \ <� 1 ... \� 1 l.II.. i... i.......- .. , I. .--:� \ . I I- , . : u 3 I . , 1.. ... \ A/ i� . " 7�, ..... / � % . , :.�:. , , ... .T OF SLOPE . %I - ,.,- - .... . , - -. I I i i .\ I.. -.. - f 4 2. \ � N . 6 , _ 7 , - , -- � '" \ O \. : z - . - --� ..�. - � 1-1-.. �I , c�' -,. ti / ��� ; - v /i \ \ I � .. \/: E 1-- \ . " : ", � V ,I I / , �: - - I "1P- S�60i /- ;i / ,, / ` 49 ; � 70� , I . . / --..� - .I. .. 18 4 -�j , / � - ... ; / 9 I 9 I � . �� - , 7, :� - . - �- / l I.... :i ' , � 1 I \, m , .I . :-/ (j) �, � I- , —I ( = � � ' / , � / ' " R , - / x, " - :: ,�� - - .. ,� . ��.:\- .1.... - I 4--- "'fi � " ,—, , , ,, " -" -- , J1 ' - Y7 1 Y, ' \ I 9 4 . , �m \" ,*q/ "— - ,, / sl so \ I � , 1 - �, ? TO " ;,, �8 � I / ,\ I 4, .-- < Q - � - ... / l / e j I , ..2V / / ,\I ;, , ; c� 1 \ �; I ! l . ". 1 SIN T � �..�1 I ..... " .!�".,.. , .�...�1. ., � , I. , ..I.11.. .I I� ,,.,..I (WUC��L=LLN1- Il 11ZN'AI 1 I .I �I-- .II � I II- I ! - �, x1 1 1 I ..... 0 . 0 46 ! " / 11 i 2 v Lp _� - 6 , "� . 5 x 1` , \, 27 ",� , . , I 01 " X lv, A / * , � /,. . �V / / � . +X � IF �; ---. 4�99 " �\ .\ 4 . k/ ; f / I,',�,� , � IX Q�lO- 1, / � — I i- ...f�'.,--.! \ - z � %� , / , 9 <I .....lx // I / \ TOP L PE \ .. < " I x :�.::-- .� ! ;i� . % - - �, ". 1 � ,46-Y i � \ �\ , SEES PLAN & " "i t-- � O q --i � , ,. /, p SHEETS.PER CITY o.7 --&- o $ I " 1 � . ELSINRE SO IMP$.Pl4NS Ill 1460�4 � , . , 1 � -VTTM11T ,k. 36118. x N. I , �p .... I - 4 � �01 - *-, - �- . �� ] . ; ,L - > ...�: , ,l :, ... - .. ) , I - ` \ % iE SO imPs PLANS'; - - I 11 " .1 n I - " 1 ._ I I + . - , .TO Ot5 qf / " I .. 1 � 1 I I " • � I - � 7 _ . r? 1 11 - . .., LOPE �I .2 \� . o� �. II It 11 �L " t� �,- " , i .?OE OF SLOPE E+ .. -� 1 tpl . I +o f 0- _ II. , 11 1 O 8 I 44.0 �\1 I /11 I �3�c-�� '.::: ,- , ,�Vv a�,�1�o 1-�.� . I I " � ... '... . k,, II \ , 11� \ \ �4-, 1,11 I �I ,: 1-1 .r n1­111111 -1-- CONSTRUCTION NOTES � CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 SEE SHEETS 14&15 E 1 ( ) CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 40 20 0 40 80 120 10 CONSTRUCT 24'CONCRETE''DITCH PER DETAIL SHEET 3 CONSTRUCT RIP RAP PAD PER DETAIL SHEET 7 �� ( ) CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 . DCONSTRUCT TEMPORARY SEDIMENT BASIN PER CASOA SE-2 PER DETAIL ON SHEET 5 GRAPHIC SCALE 1"= 40' . O APPROXIMATE LOCATION OF SUBDRAIN (SIZE AND LOCATION PER SOIL ENGINEER)PER DETAIL SHEET 7 1 REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 250UTHP0 TEDRIVE-SUITE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 2' ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESSf-- InLAKEFOREST!CA92f30 PR OR PTOOCONSTRUCTDON.HALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE II RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 919.1.3.0.7 DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT (FAX)949.588.0709 MASS GRADING PLAN OF I- RAILROAD CANYON ROAD FROM THE - ENGINEERING COMPANY ,mk-gi.."mg—. UNAUTHORIZED CHANGES: CALL CAN BE ISSUED. CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 � INTERSECTION OF RAILROAD CANYON ROAD 0.­ S,,Diego-Riverside-San Wk Obm�B&—fldd-S--Phm,k-T— I. .. � N AN18D5 3S7T3ATEE,1HIGHWAY 71,T-H-E FEET I 1400-27-2600 BEFORE [ I I�y No, 46 68 - RESPONSIBLE OR LIABLE FOR UNAUTHORIZIE D CHANGES TO THESE 1 CANYON HILLS PHASE 8 Z NORTHWEST OF RAILROAD CANYON ROAD, OU DIG! - * PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED I SHEETS E- 6.0 FEET SOUTHWEST OF OWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO.IJ & " - MARKER 2POST,A EBRASSORDSKASlT IN ATHE U�DERGROUN2 SERVICE ALERT CHECKED dWALTER E.ALLISON RCE No.45448 DATE orC \� " a Com- 418a As 0Z/dZ/r,/ SCALE: SHEET SPECIFICPLAN VIEW - a 6 TOP OF CONRETE POST E-14-70. Call tleast 2 working days prior �ESIGNEI BY: DRAWN BY. 1 CITY ENGINEER � z BARRY J.CO4 AN,RCE No.C46568 Exp.Date DATE DATE: z,f,t,---"-4 �, pp--v"e:0, 3 , 9 - s -5 r I � I - — -------.---------- -- - -----------,----- ,----,------- ---------,-- --- SEE SHEET 9 CENTERLINE DATA ASPH , o 1548,1 NO. DE5T 3�27BRG. RADIUS LENGTH 0�37H _ i RE ARKS N35.55'20" 210.76' tiLO ,. .._ .. , 1 `. ............ .........-' 1A8 1540".,. ; •�1~OP OF.SLOPE / _ l p 21'10'43W 400.00' 147.86' / :•' r"":l +4as/ ._..._..... .- .7.5:1 N5T 06'04"W 121.89' N D ' 1" - 1530 1Fa 151 �: .._ ... . .. _... .. ': �.... . .....,.... :. .. ,,. .` dam--51(Y- � ,,\' "\`,�\ f •. ��/. �,4 j' X, �I . „ ; ,f . . t�' ,. .. -"'... ... ., ,.. ... _ .. ... - ,, . .L , .......... ....:" '� ... ..'.. _.__ " , .. .:' 'wf•........ " T E F SLOPEr,r r ... , .. wad If/ rt. ,�Jf '%.'3'� i - ; u VI X Q. y 1 ...,. ,,`... .. .... ALOTI S'rF 5 T 99 �: 06 .. ,,, .. .,.. M' i - 7 i ..'� ...... r 5 / syY � f Q, 163 r ! _ 6- J45,s ' , / f '. . 21�00 ...:;. Tv .. cn PVC m _...._ v 1 ' rr I l -. �. (A ..... _.... .... ..... : : , ., / :. ; .✓.5. .,.... it:' ....,f/ ",, ia.5jf.� X CABLE`/ri RECLVMED,� . : (, : .,. ' r" / f x% TV CONWIf' / WATERr..>! _ � .. ...... ..... .,. .. .- ..' x � / IT, % Q' f y,_ m i, ,.-'46.a ta ..._. ,1: �• r".: `'`,., f � l/ / I `•� t ss n �,%J _...... ... `� ,�.J .- TOPOF SLOP x r ;i r 7 5 ,a5 Q..._....._„ , DITCH /4111 N X '. D;g -�� x ��:;. � I 87�'` rka�„,;/''�' .\,za;Xj�..�, „O �' r a� .-.to �� r i r�./f t fa:' ; r4ba.a % j• 'l!IJ/ V�X � f;WATER ASPFI X LOPE FXCO C D TCH, (,J a, r '/// '/, y { P a i' l4 / iJ:')r 1. SHADED AREA WILL BE PART OF OPEN SPACE EASEMENT DEDICATED / `,. i�, r45a3 2,1813000 _ ,�: ' + x' ;f 4r%? / 2. DRAINAGE FROM SHADED AREA SHALL BE ACCEPTED BY OWNERS : r �_.,. .` -' "' ....,, '-, `•,`;', t. `',:. `z, \ T9� SLOP OF LOTS 6 & 9 OF TRACT 30496.THE AGREEMENT OR/AND / j/ j/' : X ,�i'•7 -, ;., + ••..,_„ LAKE m 1 r'. n • ' .;�. ,. -� �. ,,: / a ELSINORE PRIOR TO APPROVAL OF THE FINAL MAP. / -•TOE OF SLOP F%1/�'j�vr� 1 14115^ J r 1,5 f.4 s^, i .wys .:. ,,..t :"• ..._... , -.. - �, `. ,. �� ..- ...,... F... .'PI 1482.63 PREPARED CITY ,. ./.'. I 1/'r. , X1154. r ..... "+ :.............._. �. i ...1 �`^,... `� ..._... f 38+85,0 tr',I!• I r f DOCUMENTS B F=75.5,. /` I/, r ACCEPTANCE NTS SHALL BE PR ' REQUIREMENT E RECORDED W 0 , T) i RiW 6 !r ..._. ti ;\ ,*„ 1474.4 xr frs:l� X •r : /, % x -EX PVT.DhFY ' q€a ,, r � E `F,SL�PE '\ , ij i4b6.5 � .... '. TO �j,;' i•...T ..I lj/ Q. O .. . F: : -. � ! ;% 39`,. '""^-.--"fir'• '� ,kr ,"u- J �j .{'�.; : ,r X ``^.,� '�4✓ fi(`1` (i r ^y I_ I X rasz f ab.s f 0 12 ....... - ... ... 13 •' :. _ _ O'' + j j - r II y L T , L is n T "`_a ,•; '�` 14 1= \ ` ,:na,p ;_ ra/s.v r' - i �,. '( `<iar `J v`o 'PI-1488.20O. �y �t o J x / rs2rs i r]l .o - .0 J ,��1}7L7 �. L� `"„r= �`','1 /;5 .....1 f 5+25.0 - .. ri0 YC �. ,.1;,,,, 0 E, ,% J a L"J",, /„ ( ,r ll I' r y E .. r , 9 --1QO YG � � '��r. TOP OF SLOPE........... o m ,...., ,4ge.s:- •.. �. .. � ^,. ,,, ,.... —� ._ � ......v i.�: _. ...X __... i47;, X »a sa.. `75 P457 . J\ CONSTRUCTION NOTES O SEE SHEET 15 5 CONSTRUCT 24CCONCRETET`U DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL 40 20 0 40 Bo 120 E' O O CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 - a;� O CONSTRUCT 24"CONCRETE'U"DITCH PER DETAIL SHEET 3 SHEET 3(LOCATION PER PLAN) O CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 , - _ © CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 O APPROXIMATE LOCATION OF SUBDRAIN (SIZE AND LOCATION PER SOIL ENGINEER)PER DETAIL SHEET 7 GRAPHIC SCALE 1"= 40' BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 250UTH POINTE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLAT\S SHEET E ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE E8A LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED.BY CONTRACTOR CITY OF LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 ! ". PRIOR TO CONSTRUCTION. 12 eeAE, CONDITIONS WI DEVELOPMENT RIATEAND/ORy� ,n� 9a9.588.o7m „ DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT a`S- y- (FAX)949.588.0709 , MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE '� UNAUTHORIZED CHANGER o INTERSECTION OF RAILROAD CANYON ROAD CALL CAN BE ISSUED. BARRY J.COWAN ENGINEERING COMPANY san o� riokengineermg.00m Le� AND STATE HIGHWAY RAILROAD ADC FEET BEFORE No m ego-Riverside-San L..Obispo-8Ae Wd-Saoamento-Phoenix-Tucson CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 ' YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, 1 0 0`" 6.0 FEET SOUTHWEST OF OWER POLE ,, n �2• E:w• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 ' (/�/� 7 ,$ - FILE N0. e < "1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 J?4 CIVIL ��• SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED WALTER E.ALLISON RCE No.45448 DATE if OF CAOFpe �"�'"�"'4 6��OIis of/ozkoLS PLAN VIEW " S!N TOP OF CONRETE POST E-14-70. Cab at least 2 working days prior to exaavating. [DESIGNED BY: DRAWN BY: BY; CITY ENGINEER �5� BARR�(CWAN,RCE No.C46568 Exp.Date DATE DATE: Q SEE SHEET 10 ;; N 2,187,800 ./ -..,:,' -` i 1Y:r ......r ,. f'X j.: �,....,,,.? .. i fp CONSTRUCTION C T I O N NOTES 'b' i /bk': SEE SO PLAN& PRoo C E SD SPI�AN �. C�FG RIPARIAN TYOF ELSINORs ,{f 1 CONSTRUCT 24 CONCRETE"U DITCH PER DETAIL SHEET 3 � r 1 r ." _367� $6 J 100 YR WSEL 1317.90,.--- O2 CONSTRUCT TEMPORARY SEDIMENT BASIN PER CASOA SE-2 PER DETAIL ON$FEET 5,' / i ! . ; . ; \'.:;�/;� rata.4.;.-, !` SAN JACINTO 0.\ f3a9.J ,. i : %i .,, ! A ,. : RIVER STA 30 '.:i 4 CONSTRUCT 5 CONCRETE TERRACE DITCH PER DETAIL SHEET 3 ;' AI.FRt'' RC K3':'. rt : !';-;' ../ 'b.v - , .r4'" ... 133' p..,,. O '..CONSTRUCT 24'CONCRETE"U'DITCH DOWN DRAIN WITH SLOPE ANCHORS PER.bETAIL SHEET 3(LOCATION PER PLAN) �-,4� _ .,/ 7 CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WA LS) ER DETAIL S E '. '�.-: :' ''- ,:;':' r '���::,%' / �'%/� -��-�"""' '� .'Y� `ACiERE 8 CONSTRUCT O 5 WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET , 9 APPROXIMATE X( 1 R 9 O E LOCATION OF SUBDRAIN(SIZE AND LOCATION PER SOIk ENGINE R)PER.66AIL,SHEET,Y.; C��I�.15�b,:;,: r_ :.1. ;! / p; J,_ ,4TiCN � � f., .'/': • :! f �7V 7..7D .•w.✓.n.,. b, - 6I Y 10 APPROXIMATE LOCATION OF SUBDRAIN OUTLET TO OPEN SPACE- _ - •, .; -, ;•/,r / , �� f. ' ' '- � 10 SEE.SD PLA - PROFILE.SHEEjS / t ,` .\ PER RCFC& LSD.7MPS.PLgN),S. ;; .%l'_,. ,,% f ,. Y/ r .VTJM 3G.11T_A. 3611&..,.v.- 11 CONSTRUCT 3'AC OVER 5'CL II AB ACCESS ROAD PER DETAIL 11 ON SHEE 4�---_r;_ rso�.t I; ,,,! ';`� O12 CONSTRUCT RIP RAP PAD PER DETAI SHt ET ( 13 ,/ '' /; %/:' "' s✓ „ g J o h . ..-.___...... ,,: / :::-/ r. !.;f ,..,.... :+,. f '�. ,. 1... 73.4 AEMOVE ...DEBRIS/_..DIME T ....... .. ... /./� '�jor;.• 091 .' C `":,. � '� i ,+!b o ,'o' .�,' O...... .:.BA$IN,.INC IN OUTLET .. +�...i � ONCRGE�PILL UlL 13 1 13 DAYLIGHT LIN \ �ES i / / 077 / f ae , 0. y, A _ Y WSEL 1316.3- ;✓ � r! L - ., f : ,.. 9 ......_: ,., SAN.JACINTO; .: ,.. ...:.._.... .... ..'7 3 - f .RIVER-�ST,A , :';: e Dc. / e"� ®, •/ �•T4P OF SLOPE f, ...' t: 7SJ 1 r r 1 { r E1.Ix I" / 100-YR INUNDATION LIMITS r 1 8 i y xilf Gib•Y299.3- X 1Ycr X 1..:.. !k .. i \ '/', �",/� r1L•d9 4GJ3 ..... Owr. xr , � FL 1368.3. - X NOTE: ' ALL WORK PERFORMED ADJACENT TO THE SAN JACINTO RIVER SHALL D ENS F � ;, :. � : �- 'c r I''r ' � Cl) COMPLY WITH THE ENVIRONMENTAL REGULATORY PERMITS FOR THE ✓ G_TATIGN 2 FL1330Uj .0 (:.. CANYON HILLS DEVELOPMENT.SPECIFICALLY,THE ARMY CORP OF .. rY �' r ENGINEERS SECTION 404 PERMIT,AND CALIFORNIA DEPARTMENT OF N / - '"' : '�.: _,.:. r j `�t 7d �., % //t '1 .`T W FISH& WILD LIFE SECTION 1602 AGREEMENT. y7 AYL[GHJ.._L3NE , ��w - / 1 4r3 P '�� i r i .J ` , (n X : 4 � - ij r� t / Q SEE SD PLAN& PROFILE.SNEET5 ; � 1 PER RCFC& WCD $D IMPS PLANS i4f4g r4ff.G' �: _ / / r ,f`: VTTM 36117& 3611$ >X r3c•, 0`, �: fx f' 1� 7 4 2.$ 00 J X / 'i Y / t 9O � rt •� t �. �. 5 r.d" ; t ' / �` �y TOP OF SLOPE r / d : ,s7)9.0 i, r „ BC'17+30 / FL1315. a ; . 100 YR WS L 13154 10 st9 0, � .AN JACIN I 0 ry.... RIVER 10:.: STA. , :'" .., y,,., .. v ....... r,7z v`i ir':;•-.r::!:ca :: -rn,�.a/ ,:::;r'' -�....,' L 13150 9 ..w .. - 1 t ,. , TOP OF SLOP m� r , ✓ t i r . , 8 t 707 p / t n Q N x 4 ' x , PR1 / 8 i S j iP , , I s A 1 r R r xi3 N4;187,209 _..... a r 73 r a: it t P �> w ! ! / 1 / f 1B. 0 ? , 5,2 39 r 0... 96 CENTER r s;,` m LINE DATA `,1396.0 1 86 t3s�x F ; o N0. DELTA OR BRG. RADIUS LENGTH REMARKS SEE SHEETS 16& 17 Eo � N06'23'50"E 194°85' 40 20 0 40 80 120 W +°N 6 0=48'08'08" 350.00' 1 294.04' �O —— GRAPHIC SCALE 1"= 40' BENCH MARK, REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUTHPO TE DRIVE-SUITE275 d-1 4905c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.873(NGVD 2W DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESSI LAKE FOREST,cn 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR / 949.688.0707 PRIOR TO CONSTRUCTION. 13 „ DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT fy (FAX)949.688.0709 MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY dckengineering—,, UNAUTHORIZED CHANGES: a CALL CAN BE ISSUED. c, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 o INTERSECTION OF RAILROAD CANYON ROAD �. r^ orange San Diego-Riverside.San Luis Obispo-Bakersfield-Becramenro-Phcenbc-Tucson a� AND STATE HIGHWAY 71,122.0 FEET BEFORE pa, 46568 'O RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 6 - S NORTHWEST OF RAILROAD CANYON ROAD, - You U1GI rt * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS N 60 FEET SOUTHWEST OF OWER POLE (_ V�, Z�L�/s FxP• - L BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 Ft 36116 FILE N0. m;< "1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CHECKED WALTER E.ALLISON RICE No.45448 DATED J)4tf CIVIL ��R /1_-- 4.�I�r�M- 6��0115 OL�02/zo1S SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CAVNE +eA��L PLAN YEW _ - 8 N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. Y. CITY ENGINEER BARRY J.C(iWAN,RCE No.C46568 Exp.Date DATE DATE: � SEE SHEETS 10&11 . . L ' - . b 4 w f. i. 9 I ! r i .............. v. / FL 14 i fi ...- . . ...r .,D` r / .. , JJ 1499 ! C iPROP R .. /, , ... .. �..;'. �; . .. : .: _-... ... .......... ... !-` \ PgOP >n , 9 " j.. .. .... .," .. .., . . �.. _. : - � . \ SD'.+L N ROFlLE , ,' .� .. ', l; `: i "' .•4SHE�t$PER CITY OF L E 'I \ 'LSINORE 5D IMP$PLAN'. - � :.-. ... ,' ,f. N i ( r .- :'': r : `..X �•6117& •3/ Q is _ , 1 l BEGI - 1 FL 140.5 k i i. .. ..,4 � :. :'.' : ;': f : ,. '....t,rre:, : • -..i, rx '.5148't12_ tl,-. 1 r to ,, �� . , : ,,.. ,: :, , ,, :. ' d\• ; 'n r';t �A = ..:.",•. - ; - ` — ti' t r m r xy ,. 1476 \ _ FS:1400.75 ;. ,';: : . . cl) Lu T EMOVE EX EBRYS/SED MENi :. .. W P •.,,;3A$1N,INCLUDING,BASIN.OU7L m J 9 WORKS CO CRT SPI LWAY , '\ , : : : .. -✓:;;rf m .. 9UTtET. APES RISERS.ETI. •, __ ... -... : ,. �' '' .: Lu Lu 't 9 , . ...._ 14 , . . .1 , ,.... ,. '• -- � � PERC .& WCQ$D.IMPS PLANS; ;;.`: - ...___..... "' ..._.. t ... ". `: ...,,\,: - .,. /; ! �, \ t .�. .: VTTM 3�11 3611@ n. 'i : i .. � ... ._... •, ": �. _- g :�� / 33 • t' / _ - e j % \ �� f:< k_._. .- ci D PLAN.B¢ PROpILE SHEETS PE . : :; :.:: .:. :. .: :�..� .�. _.._.. ,. :.`. C Y O AK " I, : ., L E.ELSI ORE.SD IMPS PLANS , i \ �.::.'' :' '^ ?tr. p - \\, ' ':TOP.OF LOPE'..... _..:: . / ... .. :. .. ._ 45 • s \ 1 XI _....... ,j.'j "J fit }...�` •}\ _ i m .TOP OF o .,. .. ;' :-' ...... .. .._. - : c' - 7. , 1 141 ....-.. 9 . 11 g CE ERU E DATA , XTEN,DED�E NTO .BA. R .: '. �..-' iy�iti.. ..-, ._ _ ,. .. ...... 0 NT N a" TY x A EFL 3 4 0. DELTA OR BRG. RADIUS LENGTH RE ARKS \,`t ce ....P N N M a = 8'OB" 350.00' 294.04' l� N54'31.'56"E 308.79' .......... >ti . A=40'11'02" 750.00' 526.01' „ •: ,,�,,.: . ..:`.'. ', .„ '. , . . :. ,X.....- .:f g0 ,I'E ...:....... .... :"�:. 16 O:,E 226.19' "~/ X __.. A-69'36'26" bF 425.00' 516.32' `n ' •t SD.PLAN,&P OFILF�_ F$T ..._.... DAYLIGHT LLNE '_..':<, .. .._ ... -..,... ,: ` '�, L 446. / CI €e Y. LAKE ELSNORE SD IMPS PIdNS.. - - X VTTM 36i17& 611 .��_ .- $ < :.... ... ..... �.' ': '. .. `. .. '.. �, � a F P. of ., .': .. ., ... ., -. .. r :- ...... '`✓ jl _ CONSTRUCTION NOTES 4) CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 SEE SHEETS 17&18 CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 11 CONSTRUCT 3'AC OVER 5'CL[JAB ACCESS ROAD m o O1 CONSTRUCT 24'CONCRETE'U"DITCH PER DETAIL SHEET 3 O CONSTRUCT 24-CONCRETE 91"DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL PER DETAIL 11 ON SHEET 4 40 20 0 40 so 120SHEET 3(LCATION PER PLAN) W CONSTRUCT 5'WIDE EARTHEN BERM TOP OF ILL SLOPE PER d m 6 CONSTRUCT OD TCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 APPROXIMATE TE LOCATION OF SUBD AIN (SIZE AND LOCATION PER SO IL IL ENGINEER)PER DETAIL SHEET 7 DETAIL - O3 CONSTRUCT 24'CONCRETE"I"DITCH PER DETAIL SHEET 3 O O 12 CONSTRUCT RIP RAP PAD PER DETAIL SHEET 7 GRAPHIC SCALE 1"= 40' BENCH MARK: REVISIONS_ APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 IOU POINT'DRIVE-SUITE 275 -I4goac CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET E ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ESY LAkE FOREST,CA vzeso ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR / 949.5a8.07G7 PRIOR TO CONSTRUCTION. 14 „ DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT fy (EAX)ga9.5aa.o709 I MASS GRADING PLAN OF £ '� %' ENGINEERING COMPANY ri okengineering.com UNAUTHORIZED CHANGER RAILROAD CANYON ROAD FROM THE CALL CAN BE ISSUED. BARRY J.COWAN ,y„ _ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR R 29 o INTERSECTION OF RAILROAD CANYON ROAD y, t^ orange San Diego-Riverside-San Luis Obis Bakersfield-Sacramento-Phoen&-T.— e, AND STATE HIGHWAY 71,122.0 FEET BEFORE ¢ Ip, 46568 JO RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIGi ,f PREPARED UNDER THE DIRECTION OF: .PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED C A N Y 0 N HILLS PHASE 8 SHEETS 6.0 FEET SOUTHWEST OF OWER POLE Q / EXP BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 /� FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CHECKED WALTER E.ALLISON RCE No.45448 DATE ��lf R` ':�M �1'a taA— 615011S OZ/orA.$ SCALE: SHEET SPECIFIC a MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: Of cA�Y PLAN VIEW _ a o TOP OF CONRETE POST E-14-70. Call at Bast 2 working days prlor to excavating. BY: CITY ENGINEER BARRY J,C AN,RCE No.C46568 Exp.Date DATE DATE: om«�nd 'i r aPp1•oVaQ av ��-sc— / r ! 1 ; - - __:.._.,.......... •�9' - r5 t.; ''.. ?UO - - lr - )) f 1 r :a _„i t .t, . . �TOP..DF SLOPE, ' i4ss.9' e ..... V '�'' :,'St I`�., i 9r�Jq ! l°J 149 X {� X ,...1 k \ ! dre.a :. 5--- .....- yu�..� .... .. S�'; ,•�;'.r` X/zo ,.r ,r 87 eJIO�/ zj W 1500 9? j I ._. a, 19 .1497.3.., X. 4ata a % < ' !,!, I ' 1�1L 1 :, . _ .... E ... _ /: \ _....._.. _,,... ioP ASL I„; ~` .14 .. .. -i ...., . T l t r, 9 \ E 'f r ....... .. �.\ _ d as �`\ !` !- •sr r , .- ,....• -n to % I ..,- _. f. .. ,. _. f SETTLEMENT MONITORING: ::,' - ,....._.. ...�_.... '..., ,_..--n .................. ', ... . ..-__ '. ., :� ,� ...., -+ ._.� �. ��``,�\-..% . !,N ��% !� f"r IN AREAS OF DEEP FILLS 0 50 F EET).SURFACE SETTLEMENT ..,.,. -.. ,' p� .9^ 11 i,4 !; I ' ,X ......... ... )' MONUMENTS WILL BE REQUIRED TO MONITOR POTENTIAL SETTLEMENT. / ...........-.....-. ,. '- ,.- �'`.., J X !i 4 ...... '. \'..,..� 1 + 1s�os % 4.za., ~`�, r^� Xrr / i/ �18'PVC r,>^r RESIDENTIAL UNIT CONSTRUCTION CAN COMMENCE AFTER THE SOIL :'r`'.1`� --........ ..,. -........ \\,. --'._., '7 2�@ \i �- f t' X `.r , ENGINEER HAS REVIEWED OF THE MONITORING DATA AND CONFIRMED ._, - ,' v ,: .:',.. .,-:.__ ., )... .. _ `S'2� \ \ i";i' %..._i . .!.! SEWER : THE SUFFICIENT COMPLETION OF THE SETTLEMENT PROCESS. .' �p9 \ /A f I ;/` SS. ,'_ \.. \ . \ \ ti . . , r : .+ .: ,- , .. ... ....,...�... ...... Vie / .-. - 149 \ je�i4 I '! f/ PVC' s , 16 7 , / , . , . ! _ war . , 1 4 `, r • : ,, .... \ 'fit /. i/1 r ., •.. r .,( . . , .. s r r , _...._...-..__... -... r !" : !: . : : . . r ;: : ._. .. ..... �,, I 1,......./ E W PVC E Tr r _ . , ._.. ty 1 , . . \T X Y r / rr� r , - , ,. :: , , ..-......-...... ..- \ 0 /1 TER , . . ., a1a ` F�0 $40 \ 6• l : : - _ , 19L ll` t i L , : . .-.... ... J r /f, t : 570 \ k 7! fi - - r : 1. : r . : ...-. ... f1 rj ..r _. „ r r .... ...._.. .. .. 1,1g9g p9 r .. .. i r ,. ,� 1 � t r r -_.._. ... ... t/ . . ; . . 9 ..- 4e I t ' R, _ . - - : . . . aaf ! , I , ,. .. . . .... :... ...., .. ., , . . .. ....._ _.... ..._.� ..... .elm. `t: )' _ \\ A ;4a¢ I 9 \ 5 !, f! , . 4. , , „ EX SD / / I'll'1,. . /.. �. .. ,... . . . . / 7 / . ., . ..:. r . . .. . ; . . : .. .._ , 9 .. t i , r: I. i n\ I o• ;`- jf s ! :.. . . - . :, . : : .. .. t i TOPOF. �OPE .',l r t ,: ... , j : >( X ., .. .. . r .. : ;, .. .. s I 1RIOGE LT E} ...' i' D1I / 1... a7/ -; .. 1 .._ \ ' �r 1 y . I'l e ....._ ... \ s f- .. Vi : ';1-'� '. CT - / ? t ! it i .` .t J :/ NOTES•. \'' ....v / 1. SHADED AREA WILL BE PART OF OPEN SPACE EASEMENT DEDICATED rn r 1 '• Nq9 ',:/ ' i c3` ` OD E r ? ' %r � ! TO THE CITY OF LAKE ELSINORE. :� , ,.... 1496.0 d%`,: 'J f 2. DRAINAGE FROM SHADED AREA SHALL BE ACCEPTED BY OWNERS N l r ?f `F / {/ OF LOTS 6 & 9 OF TRACT 30496.THE AGREEMENT OR/AND r r� / /r �A51 TOP DOCUMENTS SHALL BE PREPARED PER CITY i;'! .'"% ,r`;'r. .' J `? rn S f JO`LET ,c, r ACCEPTANCE DOC } +I' r :t. `� {ii ! rn ,148.00 r r i / 4 i r:'�J7 TS AND BE RECORDED WITH THE CITY OF LAKE r '' O r� # L..,. I f, REOUIREMEN r r / ,, 1 =C5 f 1 er APPROVAL OF THE FINAL MAP. rn ,'r %/''% \ � 'r ,% r I(Idl III{r` �3 J ELSINORE PRIOR TO A RO AL '// 9 �` I/� /' 4 r :TOP OF SLOPE. ����6i�'�i.: i. 1 9 j "/ f A ! , . , :1 . . . . :: :, ! .....:' O. . , : . . � :: ; ., r (RIDGE LINE)? /' ,• ,. t ,, .((''�� '/ \- r -; >•' :' apt ,f ...q. .: . A I, SD Q/ Q ,1 % T f 1r Q ,O \ ,� x. r 4Y,b.I /r j 'J, J F i I'J( O / :4O ! 'f G /! 1/1''Yf Q i m -f e•\ rr } ti A f 1 V a / A r i y r '� I z :;� r! t r -s s �.P f r i V i/ I't�\ la/ I 14 .EX �r 2 `$7 4 0 1 a fi; 't 1>tt j, t s + , f;r J \' r I j OI y f \ 7. /'x \ � J Cc )r I \ / J I O 14 l CM t 1 f/ t rt /,�\ / r h , \ of �r / J r f t.. l \. % f U. 'r' 7`' :t; F \ i � / I \ x % > + t . , 9' /1.' \ O � 'TOP�OF E•� :�, r�" 1, / T OF LOPE ', \ t,. , /, i I,: v r' . 0 $ .- ;'.t't \ ! :: (RIDGE INEI. ,/ / ';r r1. I , .. : , : . : . , . \ 9 49 , �. J \r,r' 1 j r \ \ , ,\ x ' /, 1 a >' r"j f i ,iS, l 9'% r 1: ,y i �R 'r I t , . } r i r rJ ! i• X / 4 t .. W .. C SLO4',''. +.,G \ .,/ , i �fllr�y s !f /?. L 149.2 I qy. . . , O, . \ y\a i, f4sa.s �: / : r{ , , . , . .. , 0_. \ /, . t -. . , , BASIN TO \ \: -_. .....: : .. ., - f EX . . ,t : :. e. .. ,, - - , r"bE.6F SLOE Fy r i A2.. - 4 :, r \ I. EX FIBER 0Pf .i /f CROP /W'. V., l t ;/;r a . , \ t ? \ / �€ . m , . . . .. ... .. .'.. ,.\ ,... . ! . y 'i a y l ... .. ...... .. \ \ f Y1 i 'i \ ., . '/, o \ .1 f t N / f \ . '. 4se \ 4 \. /! I \ t / X, i J ,, '- pV ,n *, .. ', .:'...__ �< EWER !,� % f \ a , \ E SD PLA�& ROFILE ! \ ' PROP R/W. 36« 14 .04: 1 \ X;``<,: a '+ ; - ,., ....,. r 5HEE7$PER C T p OF LAKE' f 1 '/ \ `. 1. ; i R I Y ?C /!/: 4sr.2 a a ,.. RC .� . t 3 , \ :. \\ \ '' ,tom,., ..''>......... ELSINORE,SO IMP5 PLANS. Ft '\ 'v. 1, r i o , \. .','... .. Kam. • , , - ib-. : "; \ ,f f fir o ... .,.. , : :�., - " n - .,t' .'... -.VTTM • 17& •6118..,.• ;:' O '� tr ti 361 .3. /. o ¢ \ \ %r / \ ...- .i.; :.,,. ti .,,o,.. - .. .. :f' ! fix 8'GAs „ . t. r / \ " SEE SD PLAN& PROFILE >: Y sr.4 / _.. o .. 1 • , , �.., ., , _ ......... - J y j�„ y�' I/ �.EX 15'P✓C WATER '$HEFTS PER CITY.,OF LAKE. , .. .. ........3 18 85.10 ST REET 'B'_, _ .- ...... ..r, �,, .._.. r.. y t. .. .,.. '.H ., :. .... 7 / .' .' ,r tX 3 r N 2,187,200 N 1 ELSINORE SD [MPS PLANS., .,.\... . ,.',._�.`-' .....@V//,. +59.2T-FVT-6WP-'Cr ::1 t t� .,. o VTTM.•36117 6: •36118 . .t 6 .. ....10+00.00_PVT Wtir F r\ j ! r t', 1 , f,,; , , ,. ',. . ,, ", .. Ci '... _..f m .. \ .. .. .... _ '. ,. , ,..\.'�- ...`.y�.'"c� ,, .. .,:... - ✓, .. �` 'r/ !.1'-ii fir ��j N �`' L -� 148 O ,fa?Pvca. P: , \ r /f j s it. . CENTERLINE'DATA .. i f:: •. �. ', , , .. ... _� .. r '"/, r � :�,' /' N0. DELTA OR BRG. RADIUS LENGTH REMARKS J 39 3 JJ m /.... '. 1 \, t : r t. ..+.. : -._ !:� .-�,. ... .. X % •... r: 'r l if f! 17 A-69.36'26" 425.00' 516.32' a , , , ,. ., ..:.... % f%4 j 1.rs3 N65'S7'46"W 143.16' , : : . 11. ! . - er. : ', .J e,ROP;. ...,. %\ >r ! f tr r% ... ). ! ,. 3 CONSTRUCTION NOTES SEE SHEET 18 e 8 O2 CONSTRUCT TEMPORARY SEDIMENT BASIN PER CASOA SE-2 PER DETAIL ON SHEET 5 40 zo 0 40 so zo I c� � -r (8) CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 1 GRAPHIC SCALE 1"= 40' N o+ c m REVISIONS - APPRV DATE d-14905C CAUTION:LOCATION OF EXISTING UTILITIES ONTHESE PLANS BENCH MARK THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH POINTE DRIVE-SUrrE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E SHEET =a ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE U91 9 LAKE FOREST,CA 92630 RIVERSIDE COUNTY DESIGNATION:E-14-70 x CONDITIONS OF DEVELOPMENT AND/OR �4 PRIOR TO CONSTRUCTION. 15 � 949.588.0707 m DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMITo' (FAx)949.588.0709: MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE �� ENGINEERINGCOMPANY ri,ken UNAUTHORIZED CHANGES; CALL CAN BE ISSUED. BARRY J.COWAN gineering.com o INTERSECTION OF RAILROAD CANYON ROAD ,\\ W s .orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacramenm-Phoenix-Tucson CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R &m AND STATE HIGHWAY 71,122.0 FEET "9V�r{p\ BEFORE No, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 29 F �, YOU DIG PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED 1 SHEETS j S NORTHWEST OF RAILROAD CANYON ROAD, 2 * E.O. * BY THE PREPARER OF THESE AND THE CITY ENGINEER. o`off 6.0 FEET SOUTHWEST OF OWER POLE �� ��, /Z7 VTTM # 36117 & 36118 FILE No. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 J}� CIVIL �! �////LLLL.` ^� /- SCALE: SHEET SPECIFIC 9 a MARKER POST,A BRASS DISK SET IN THE CHECKED WALTER E.ALLISON RCE No.45448 DATE if W Gjttil �p�30,d5 �OL ZoCg - o K; TOP OF CONRETE POST E-14-70. calUa UNDERGROUND SERVICE BAI,ERT"9 DESIGNED BY: DRAWN BY: gY. CITY ENGINEER OF CAVV gARRY J.CO AN,RCE No.C46568 Exp.Date DATE DATE: - PLAN VIEW _ R - �----pp.vti2:aj �_ - 5r�5 1390 '/ /.'t' \ F 38 ct ._.._.__ _.._. ...__. v _....... _ _ _ . ..._ .._...... _ _._._ .._.... _......_ .♦.. .__._ . : : : .___ - .. G/F �\ ( i q �C' f . _ ,.. _ _.._.. - .._ _ . . . . , . . . . . . . . , . . ,......_ . : ... . . . . I . tr 1 0 eo " i�F . . : : 9 . . : - .... .........._._. -....... . : : : : : t Q. ... . - : .._: ._.... . _...._... 6. 1 fi—_ _ \ z �- r—: : �� 14 1..�.,. _...... e .. _ ......: .... Y \ M a , : a , , t r '� �7 : : . . . : ;' r \ TOP OF SLOPE _ t t7 S �`i PRO. EX GROUND �. 10 \ fi, ..,.._. P_.FS....... ___._ .:.....-,------- :..._: _____ :........- ...... k., r ; \U': 1. . i_ : : .r' , / . : : .. .... r H6L._.:.. x'':w anwa'L / ; r' . 439:. \! HE 4- :SPLASH WALL _ _.:__., : ! ' % `� .. 3 .'� ; -- --..... .. 1...:_... . : BL S-f0.41E 0) '- \ o �\ .. . ; : : : x f 1� i ''. _. _:.....:.... ..___. _ : b t "\ " ,. €x.:.24-RCP-P€R CIT OF- 1..� C014C OTTCH / : : :LAKE ELSINORE IMP VEMENT PLANS : 1 \ S A. �.� '�� 7aatt/ 1 t r% . 4 : _ _ .. .... .. ..._.. ._ �ti3 ;3ua .FOR RAILROAB'CANY ROAD r !� II.'^V y li /Z;� 2 3c FL 1362.26 �� '` X 1360 - ; {!� f /` EX 24"RCP N: r ,'',' y�. -�, /l t ,'" .. 1 . .:. _ _ _..... ..-_.__ -_. .:. ...._.... i........ _ ... I........ ,' - {TO:BE.REMOVEDI. - -- : , a :o. . . . . . : 01 3:a.s ..:_.... /- /. Na. e.�v r ,.._..i. a v a...., ... •: ! ti o-- f % ....:__- -____ ._:... N : : : : : -s9--...{.... _ __ _......_ ..� -W_ - Y' mM: 5-0.17'13:. m CaM. : . : '_ ,I f/ AA J,I EX WING:HEADWALL. �; N z^ i , ' i � \;' y0� 1..'. ` 13r•.4 I aoo,25.os;cFs...... « ,...., -- -.. l��✓1 ) '\ y2 (TO BE REMOV EDl : Vlux 14;67:FPS N \ �3 /' r :....._ _ .i _ .. .....:. _ x _ ,. __.. _... _ _ \ i0:39 LF 24:RCP �,���t~ . : .... . . . . . . . . . . . . _ : . . . , . . . . . . \ 3r.r .__ _ '. ......._ _ .: _ _:._ 1=2400 .. _ _ _ ._. ... 1/ : : .... ........ .... _ . . . . . . . . . X a . .a._._: a ,. : : : : . . . . r1 �a r ._. -....; _ .... _...._._ _ _...... _ P FIDE SALE 1 /o 1 7 0 11 A0. \ � \ .a...., ... R... a 1 j . . : : _ - : VERT.1 S 1 .,. \3 '39 f 340 8�, . . . . . . . . : . 4g . .,... ... '. /r _.,.._. _.....,- . ...,._ a-- a a PROFIL . LINE -� i ' Y.fQ ..— . w : : .... % ` �L`13 1'3 _ _ . 4 '- s=s \ �2A1 \ L 13 4, s 3Ns a � X% / io+oo 11+�� 12+00 " X \ `(ba �_ TOP OF SLOPE X' 3rcv , x tsts \ a^e�ate"' - X i ,, ... '., , `\ J O 73G J STORM DRAIN " '/` D 2.•� 5 6 DATA y a� 12 13S ��. /J/ 33n r ��� y N0. DELTA OR BRG. RADIUS LENGTH REMARKS - ' 4 4 X �.' /.. s x 1 N04'27'S4"E 10.39' _ `._.__ '"'.„.�. _ '�A Y —�.-'�09 .. .,3,,,;�\ ;3rr ) _ .. .._. i 1 .. IGH 6 0 0 4� N :... .. YL T L NE L 1 13gq' / r,-x. ,, - .. .. ... 13t .- .... <' _...._....... C,: X r r ...- .-..... ..-. _... ... ...,-. - ... I ... .. ...._. - .r ........ .. 4 .' .; ».. .- ._ _.. ._ ,fi'.•,- .......-g1 .... ..-.. '-,-_,� �"" _12 LF OF SPLASH WAI, / -✓'•"/ .._., .. .. _.._ ...._.- ..... .. ^.. ,.,..... .... .. a b _ - «. _._.. d. 6A '- .. _ ._... 7 3 8 _ 1. ,. t_ 3 .. ^_, .. 4 .�,. _ .. .. -- .... _. _ �... .. _.. .. ... .. _. .. .... _- ... .....3ss ... .._.._.. '- �'..,. �'•... "'-:%�AE ETA � '�-."'— - f,." _...--.. 6• _.. IL ON SHE T�3 E d.,... __, _ �.... ROTECT IN PLACE S.. __ _..- ," .. .. ri ' ..... ... .._. ,..__ -.. __. .. ___.,.. J3.za :%' -_.p .::..,EX C&G �\�� _ ~•` lea.. _ - - "os�.;.;- ..._. N l 13... ,�a. - _ -- - - f i,:c --....�-- . __; '., _ _ $. -�^'" ._....,,.:�_ ,,:t /�. -; E 'CABLEn .��_ _ �13 6A _ �.�:�ti -.. .. -_-___- / ER UND£RGROUN '-'S _ 6 1� 134 9....- __.___ 'a3� -- - t.._.._ ELEC(RIC - R EX 24RCP SD r.rzv.a � ` ; . 1' w - :> //�'r�A., -,., d. ,_.__-__" ( "'_. _ - - -' lY - -,`'C� �,,', 8'G7r EX 18"PVC__ER Y3s h _ - -, s _,_;--- bs --- TSJ - — _._. a _ _ - _._ . __ s:.,. _ x- x - - ' ,, - .�T" ?v , _ . ,,,,.-_-._ _._..... : - -- _-.... _. - - -SEC RE D WA ---`- r..s.. --'-., -_,-, .�-.-.h _ -:�zzrr EX F -EX,16°PV DIAr TER�.�_.-�.. �{/__ x t3aEt2 '-x _ _ _.._ "__."_ - -..:y!� '=�a^_- '4°...a= .,ar,_ _ IY rs. ,�1 iy' '® �,,,.,..___..�_ ..._._. _ ..... _- .n -__._ - �- - y. ` -: ... --M....- _ w - - __ �� � e. Ix R 0{'7�5�_ -. - �-____ c;aav_.�w.�,^_.. y, .' _ :.- .... .,,. . EX C&G EX 80"PVC WATERS .0 + ` - - r *. 137d - '...... - — _ - -_ _. x m �--� �£X R1W _ _.. re_ v'ti n 1. _.�l�i-301-, 00- -. t ._... - - - �s< ::_ r 13gd...,... - �_. --. �-I—_EX CENIC..A,TIG71 341 3 h w ....-. 7 ..� ,., n -. ,.wm�,,.w:,__.,a,._._ .ran" `^" - -. x - - - ...... '3 ,. -' . .-n -„fie,,._.._ .. - s."" ,J x .. I. 0 a .......� .,-.... 3f w -_ --- -... _.� .„ _ .. u� + _ _-4k. ..... . „ _. - 1 _ . .13 /4 .. , , .... .. r - �:.. L ......_ ._....... - r ........... .. �'k `I - . .,..., 4sa + 1360... . , - .. 4 _ ,......... ._ s.- . :. .. .. . sX :': ek.- ...0 �' ��� 3k ' .. .. hk /,:..,._.. ., .. -... ...... ...... ... 0p " _ .. /. ') 7¢ 137d \ ::„ . , : ., ,, �0 %. , /, a� � . . . \ , ," ..... '....,tin -..... \\ ` ✓, T.V. �.` c a ...... _.., ::: r, ., 14 .,._....._..".... ,., .... l m FJ i $� \\ CIE r ,J.,,, .• .: ;. - .Nf,., .... .'`..I.. .^'\.� t390........_.... .. , c N ". n ....,-.. .... ... ...". �l: �; : ,^ N N N ... .�' j ��, .,.. \ �. \ 7 a CONSTRUCTION WOTES rig w w W .... O Y V a O5 CONSTRUCT 24"CONCRETE'U"DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL 12 CONSTRUCT RIP RAP PAD PER DETAIL SHEET 7 37 CONSTRUCT WING TYPE HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING.NO D-34 - 1 CONSTRUCT 24"CONCRETE'U"DITCH PER DETAIL SHEET 3 E� SHEET 3(LOCATION PER PLAN) (SEE DETAIL SHEET 5) 21 CONSTRUCT 24"RCP PER PLAN,PIPE BEDDING PER RCFC&WCD STANDARD DRAWING NO M815 40 20 0 40 80 120 2O CONSTRUCT TEMPORARY SEDIMENT BASIN PER CASOA SE-2 PER DETAIL ON SHEET 5 ( CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 40 REMOVE EXISTING HEADWALL g 31 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 O CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 O CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF f[LL SLOPE PER DETAIL SHEET 3 41 REMOVE EXISTING 24"RCP SO GRAPHIC SCALE 1"= 40' w . - c BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 250UTH POINTE DRIVE-SURE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT QgOFE551 LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E ELEVATION: 1400.873(NGVD 29) COMPLIANCE WITH THE APPROPRIATE O, Y • PRIOR TO CONSTRUCTION. 16 RIVERSIDE COUNTY DESIGNATION:E-14-70 a CONDITIONS OF DEVELOPMENT AND/OR 949.5980707 0 „ DESCRIPTION:2.7 MILES NORTHEAST ALONG a CITY AND STATE LAWS,AND A PERMIT (FAX)949.5sa.07o9 MASS GRADING PLAN OF om RAILROAD CANYON ROAD FROM THEE ENGINEERING COMPANY ,;cke" i"a,com UNAUTHORIZED CHANGES FOR CALL CAN BE ISSUED. - BARRY J.COWAN T gi.... Z9 INTERSECTION OF RAILROAO CANYON ROAD �+ s o,a"ge San Diego-Riveraide�San Lu6 Obispo-gakersfield�Savamento-Phoenuc-Tucwn CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE N AND STATE HIGHWAY 71,122.0 FEET BEFORE . �, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE C A N Y 0 N HILLS PHASE 8 - NORTHWEST OF RAILROAD CANYON ROAD, YOU DIGI * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6.0 FEET SOUTHWEST OF OWER POLE �J / 2 '• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 z "1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 Jj CIVIL ! /J,__ 4 CM•tF�+�- 61�Its 02/a L��IS t MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED LTER E.ALLISON RCE No.45448 DATE 4TP OF CAUL 'rWN7 SCALE: SHEET SPECIFIC PLAN V�Ew - 9 o,1 N TOP OF CONRETE POST E-14-70. Cok at least 2 working days prior to s aavating. DESIGNED BY: _ DRAWN BY: BY; CITY ENGINEER - BARRY J.CO AN,RCE No.C46568 Exp.Date DATE DATE: &--,-_-,,j /-app'.v�:� t,--L_ -s,,--S SEE SHEETS 13&14 SIN TOP X '. ''..1396.E �. `. f i I 1 .16 ;^�. "- ,. .. ...., zj.. ? _. SEDIMENT r ' BASIN F ? �(T HOED DETENTION BASIN ER` r p I ,C31' OF LAKE ELSINORE 5D IMPS - '•......_ ..•\ ., ...9 �' . 0 9 R� 11 s • \`. .''TOF QF SLOPE ..• ... <1 X , ' i'. Op,/, '0, ., -PLANS VI,TM 3611,T.& 36118,.. .....-�,. ' ,., / .,,. �\ 4✓4. .. ,m'" i � : a ..r... ,.,you ..: v. .,...._.... .; _. :,..-...,.'.. _...,:,.:': i8P i ;, Og .. .._.........._. ,_, , t . -.. ,. 2., '', �. C , SEE SU PLAN&PROFILE-S T5 P R. "� CITY OF AKt;ELSINORE Sb IMPS PANS.:-. r .,-' _-,,._...."... -; r4.,o�•..,tr VTTM =3G117& �6118 J- 1 f - TOE.OF SLOPE.- r., WI ,re.>' 9 � •;� ,..1 / 0 MON 2r 5 TOE y. 4 1... ,K• o �. ,. .... " - fil6o f : .�.; .-.. ,. `, .:' ,.max._r - : -��• .! , � !� � r ..SEE SD PLAN & PROFILES RT ;�,' 8 +3 6t ;,: i ER RCFC& WCD SO IMPS :, X..RIPRAP' _,. ...-. - r.' X ........... .✓x�, / ;. pyp, :• :F 3 7.:V r.3rr:,. ,' .... VTTM •36117& •6�� ., ' ' ,-' .-� :. +�ANNEL �\ , .................. ..6EM�VE EX DEBRISLSEDI ENT INCLUDING BASIN OUTLET ,... ,. ,.._............. ._.. ,: �� _ ,.. r✓� 0 ORKS.(CONCRETE SPILLWAY k,. '"r' \ .. ... , I 1404.E 'Y`'✓`'_1D .! _" '. % ;.ra44 TOE 0�S 0* . i, / .RISE .ETC). - `- ............. .. ..�•�•,' .......� z REMOVL7 ....-. X .. / EX RIPRAP.. .r r �r .. ... ...,...,. _ . ....._1390 as „ -�o.Fi ,•' '� { � / Y'...: f,(/D � X 14rr.1 ... /:' ............. x.(.y.:. _E Q - .......... X TOP OF SLOPE.' ..... lam, .. : X \ f-Ki is : :REMOVE EX .� ' i O ../: d \ " 42r0 ., Y•<31.0 ._ o...... X �\.... F ,r p \ / / 1 R ,0,� PO TION 6F EX 84" Q '.! : SEE SD PLAJf& PROFILE '.+ `'. r400.: \ �' � Q / ,,,_,�, 't \ c �M �. N { (�P 0 15 LF)�,! ',. .. , ,, SHEETS PER CITY OF LAKE � :. �. .:. ... � ....... `.... ',y �1D:2 ._.;' .: \, .. r X rn z ; ': n�. C� - j/5N .�;' ;�ELSINORE SD IMPS PLANS /0, r4ac `.7� rn w , i l r+ f! VTTM •0117& •36 8 _ :>s \-f ssr0 ,„ iO,rl :ti,�- X 11 _-r- (/� X / %• rJ9d.9 \7400ui4 - \ ': � t\��„ E D X .,, f .. sz.a~ W BO. ra_4. X I'r v� - O .. rsazt .,,;�._~. ..?'It 1 W 9 rn 13gI,20T0¢f„ i' �O s 4 \ 7._ _ �: r ;< E.,... N rn e'/ ; / '� y ,...._ 1 17.4 � r33.f] .... 4.4G 'B E i EMACEPEXEM�G ;..�,."r.rtos ."�-`- W x d Ra z R �.r _ .. .. W r 3 TO X J p+ _ P OF SLO.E.- ._._. / .__.- _...,......_. _.. _.._ _ _ r yy Xr rr ..,.,._ 1 ...,,....rXf3o3.0 O ,i.�V f4.Z]. X X,40'$ .4 rTO t X r i O 1431 O /' TOE F SLOPE : I .4r:48 j ED ! *. T90 248 '�`` L-• ! ' J '� } \, _ "_ `'O' 090 1 OS � - i� �� ta33� .��,-' -. r- � �,--_-_ 6 -�._. - :.. •O �90 reo•.a 'N! \rao`, •ac,,.5 r' X ��„ r.2. X b gyp, Sd'RCP S c,_-:: .. .........__.,..._._ ....._4,.i.7..:,« ......_.0. .O ,._ O .,. f4391 ti- -_.. <_ - _ .....__ �: ._..... ..: ---.-............... ...._......:' ..._. �::.. LL OE OF.�SLOPE ...X i +:.� EX 18"RDP SD .."•-Cq�._"k'C '-.zssis�: .... _: ___ ___ -1._r-- ..._\.��... ....... .. .. L. _ 1 92 _._�9" .7 ..9 ! 1 .0 _'( .�` ,P�� ' - r \ -a� - . �? vy ! 4 a] 4F _ +._. EX UNDERG`AO(lN .s.,..�s_.„ : Ss=.cx CA •" ,..„.„". �..„... _. - ___.._.__ ...._ 0.... 0... ,9, ' 2S 92 1 ly' > ... d- 86 ' '--EX. i - - ._.__. ;- ..._._.. . : :^ sa'Ss 16 .....___::'• !' t;�s.1 2�p 9�B• 92B t4 a ..-_._r463G 07,b ; .�`�-_- -_.__.. _..� _EX 18' SEWER ;. __. N � m vy .. EX Ri1V '- V� �� 41 OA .;..,_._.., ... _ J "---X 7 .- ._---_-Ex rlbER D - �,, - «. N __.,__.._._ ..4.1t ,-, -tr.r :'ve .. ....- __._ - -y_.\1 __ = 1 - N i , -�_T --.vim .. .'„� .:-.-.._,__ .__.._P t0 --`Y�`, �10: EX Cr6G ;. _.. - 77 _, i _ ="=-k-•�-- EX 16"PVG�`R CLNMED A E.. x -_-.___� - - - EX 6O`kP SO - . a - '__-_ P� ��_ �,';._'-•'_---c----..�„-•, ...__-.. � - S'--- .-_ CMD :4y� --�- _ uNDERGRouN -'X Ex s'cAs;�, A lSA6 _._ IL- 7 - ;- _6 ° - EX 18'P✓G SEWEROmz -- Ex C&G - F. _ EX FIBER O1 CONSTRUCT 24"CONCRETE'U"DITCH PER DETAIL SHEET 3 '�""` = .'�''"---^- � 1? RECLNN DW � o O2 CONSTRUCT TEMPORARY SEDIMENT BASIN PER CASOA SE-2 PER DETAIL ON SHEET 5 _ EX R/W EX STACP SO la4 .EX 18'PYC WATER -- r4s r, _. 0 o O4 CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 --. .. - _. _ --- �.. "-- ,__- )4'-----. ' -- ;< _ i 4w 449 .. C OS CONSTRUCT 24"CONCRETE'U'DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL e m SHEET 3(LOCATION PER PLAN) o © CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 CENTERLINE DATA - -.-,,: '^•- - ,�'7 1450 CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 N0. DELTA OR BRIG. RADIUS LENGTH REMARKS w- -r"". - - n m O8 CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 10 N05.57'00"E 31.51' z E! O9 APPROXIMATE LOCATION OF SUBDRAIN (SIZE AND LOCATION PER SOIL ENGINEER)PER DETAIL SHEET 7 ? 0=14-14'21" 550.00' 136.69' - N20°11'21"E 167.42' 40 20 0 4o so 1zo W 10 APPROXIMATE LOCATION OF SUBDRAIN OUTLET TO OPEN SPACE - 4 p=13°47'31" 800.00' 192.57' c m 11 CONSTRUCT 3'AC OVER 5-CIE 11 AB ACCESS ROAD PER DETAIL 11 ON SHEET 4 GRAPHIC SCALE 1"= 40' m F BENCH MARK- REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED,FOR SEAL: 2SOUTHPOINTE DRIVE-SUITE 275 -i a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET < ELEVATION: 1400.873(NGVD 29) DIG ALERT - COMPLIANCE WITH THE APPROPRIATE ppOFESSI . LAKE FOREST,CA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 Fo CONDITIONS OF DEVELOPMENT AND/OR �qI 9a9sae.o7o7 PRIOR TO CONSTRUCTION. 17 „ DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT (FAx)9a9.saa.o7o9 , MASS GRADING PLAN OF oM RAILROAD CANYON ROAD FROM THE ENOtNEERINcCOMeANY ricken UNAUTHORIZED CHANGES, R CALL CAN 8E ISSUED. �, BARRY J.COWAN gineering.com FOR 29 9 o INTERSECTION OF RAILROAD CANYON ROAD W .^ orange San Diego-Riverside-San Wia Obispo-Bakersfield-Sazramenro-Phoenix-Tuaon CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE t ,� AND STATE HIGHWAY 71,122.0 FEET , BEFORE ¢pO• 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, -You DIG! ♦ * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6.0 FEET SOUTHWEST OF DINER POLE �• BY THE PREPARER.OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 ?' (�RJC /Y.] IS _/ - FILE N0. '1853MARKER 32E, T,FEET NORTHEAST OF A 1-800-22 SERVICE CHECKED WALTER E.ALLISON RCE No.45448 DATE J?�tF CIVIL �! /�, ' � ` b is O�OL t015 _MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT Y( ' ,✓ p SCALE: SHEET SPECIFIC PLAN VIEW - a TOP OF CONRETE POST E-14-70. Call at least 2 working Bays prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER (� OF CAl ggRRN,RCE No.C46568 Exp.Date DATE DATE: ..vncl I --Pp✓�Vr�:a,_9 22, - S � SEE SHEETS 14 &15 E.� c>, a / o e o:... 1Y f,. ..---F-.�-..�,I�-.11e"�.-..:,o,,,�_,�A 11�-,/,.1-�-"-,�..j.-I,..,,�"-.,..d..,,_...�..1..,-.,:.-1'I.f71,\—/i.-z�-�"I,.-,�":.Xr-�].-—I:-;I.-�-.�I.,_=,...-,--�....I1 i.-�..--',,.4-'.!.0.�.­1!1,.-.,1-4 1(.—o�.-I;�I�,I.�,I..-''.1..=IIfg/�...-...o�5�.1I�'1 I.-�-j�?.1.%-',;./)..,-�.,[1.-�2 1-­.- 1. / ....., \ m \ 9 X N i J g ` / Imo,, ; / �.:_/ �< \ m . /� " �, / :. ,. , F r iJ , \ . J li' ), z >,e / f , : : S _: �x ,/ t T \ �`. A \ 2 � 'f e : ; , , !, .. .... / �, F ... ti _ , ! +. , ..., ._ r,_ .... '' , , ti _.... .rya J' / '"r r O ..... .. .... '+ 4r �' . r .. r r r : , ; -... ... :,-, SEE SD P'pN........PROFILE' \ / J, iJsfar /'.. : ..,„ ... ,. <:.�. '.\. �'::_. ..._SHEETS PER Ci`1'_^r OF LAKE..... r i':': ;'i I/ -X�// f rs.?': 'Xl \ X. ` ...ELSINQRE SO IMPS PLANS' A X i , ; ; , X .. \ -'VTTM 361 f 36918- , / 9 a / .. It �.. ... . \ 6l! (.04 ti ol ..�/,"�..:-,`,Ix1�.--.1'//I'I�e f1O-�L-.--I... t \ ...,: / F ....,... ., . , w- �, 4 �,;. r.. J SEX >,5rc'. o �...._ J v 93r i` /. , r� .. J O" .- U 9 .. .....,. -....,.. i X J OpO `4c s m_. . __ T 1488.00. h, \ / /' ... . .... _ / J/ l: ® 0 8 j x- \; i a�4 } • �.... x \ \ tea- .t, r ` '1 z`r 4s.z r :: ` f/s \ . - .... ,,. ^4 x ... Q. ...,. '-...... .... i / � ;: .,.. ., '... '.... -..., :- �.:.�. 14ss..., ._ \ DO 0\1,�`�/�i /% %'i, ,dx ,� `', 8 - Y d / .; , ,,_.. `/ - 86I s,' , x k. .,. / . — 6"I / -- r,. . ' : : .. - DIRT a \ y . s ...,._.�......._...... RD r' x _ EX � .,. !jr' , , ,:;. y / ..__,_.,3, - ''\" 7t •'� ! 3+50.7 STREET ., , .. .. , - , - . , .. _a. :.::-....:,-:-'---�-`�,w._ '„ �/ �rosy.., �� 7+�4.19 A CANYON. A � \ '. 4 ,.... ......._.._.. ....,,. 'Ovy.......�. \ I.r.:• '1 '.,........ .... i ,. , - .L....... "y \, �.. r . '\ .�.J440E `.. j r' ,:'\ .✓S - / .Xy'4,y�,.�� / .a?t,8 f \ \ .�\ .. ',... ,,,... ..y - .+ __— 9 —J----IdS:F ,-fir �,-r^` �F` /%/ P OF LOP .. ......... ... _..,. 'Tt"""""'g'r L 1 ,f/ i/ \ ., . Q.' -... // / ,r / . .. /, i . to / // Z X / / \ Y: r // / m -..�. .1 ,-. r ., j � y ,. // m I g_._,. o x.z \: s 3 1. r 18aPVC EWER �.I . x / r r \Y } .. ... 4 ] .._....... (/� ,-..... , i '..""- .... Iti X�-v:.. / - ;.-' I-\'` ., i /e/, r, %/ '' It 7 sE. \ .i - a : ......... .. ... . . / 2 .\ f w ., .+— / , .. //:/rr LrLAIME'D AVER� 1t -„� m �: .. 1y-: ...— r t .... ...': .:. / f ,y _ i I: 9 -" f - : / i 5 . / ,:h. .r / ...� -' , EX f6°WC WATER rt�..r �ti .. T ,.r--... .// ,. : t ,r ' r :,. ....�T�. r , > i 5 m -.," q l ,.,,, L __. -;;: REMOVE EXISTING ,....r r ri ,Bq 9 j x - p4 x f / _ 1463 -'- * s. / _..-- - , / 1 ,.A a __. .... .., ., -. OPT . a .. .. .: ..-- .... / .// X CAS'..... ...._ ......__ /q 0 _ t ,j *T� ,, j LE'�L f --... ' ' �FIBER / f �� f _._. ,, .sue' / s/ �� / '.. J4yN5 _.' q, / y ;/ Grp ..�, 4.3.]1 . ' l ra 11 `''� N � "y,�'"'� fir!" 'a9s 1 \ O I / !'o � a a 4 x f x ! .s ; X _ x 2:1 /� r ri' „x ,. - ..... 8 4- / at �' Q63 r i <V 6, .._:_.....� - i : '., rs .. LLS .t..r r FIRE ., jj r,- r4ss:5 NSTOATION-94 / - ' / . :TOP OF SLOPE ;' ' ,,,, 1q -� X r J '' t I —7� �-� ` � r' - N v \;� n 1-I a ,4,93 X � 3 'Ff k'' % ,,?T r / `460> \. ^3q, p1S• is / ,v1 t 48.5 Sr31 I_. r,:ss.s EMOVE 40 LF'EX '. � '" _ 5 �.�� f y " :. r �: F. /�/ , x m 36 RCP AND CAP T ,,, .,,.- 2 `. N 8 0 f 470 - / C� r -RICK& MO TA ' N - R •% --^`:" ..... 7gsB �,�y,':EX 36°RCP S "` '`-x,•rE.3.s 4&z\ r a EX X RnY _.- i 6 60 .-. -.__ _. T, ,. r \ 9 -.,.w -' _ U t f�/ 1; hh r Y �} F - ,R� III +' �_._...... EX 18"lVC SEWER "/ �.' J ^��r __.. o / ;' _ =._--_.... _" -: --- 7"b,:o _;, X1 RAP Dom' ... \ .. �... p„ + _ . _,_ 0 z•>a .�z"` - .ors:s 1 � Xa:,„�. . l .. t---r -. /�` c , _ ._... / - : _ .. - ;owa.r.._ , __..._......____..__.._._... _,.___,:-. -_.. EX FIBER OPTICS /� ! ,,N;.,.. ,•'.``,, \. _.�._" X 14'FVC REC(NMED W /... ,�^ X. ......._...._�ATTt"f{CG ..:,,. r. �..`t:y '\. I =,._ _�_ "_'"" X 66'RCP SD`._:,:_x:.Y `^. , i8 \ .., a ,.SH..__- -, _ S '` N I : _ vl .� _ t - -. ... .. o _. X lil: : __ .-r-... _... ... a o - _ ....,.. , ,. NICE J N'•.w-•_r .o EX IA E .... s ........ m/ - : o ._ .Too.,.. - .. ` .,, -.. .o-- .. ., r o �. .. .- .... .. ...�bas - -.... .. ..,.ca._ . .. ...m..:.:..�.: __,-y, t ... ., ., ,......-.. .. : ; m ti - ._,-EX 18'PVC WA'� ..__........_. /,a _.... g: ...... .1 ,[J:. II _— _ ,;,_.. m ` J ..,. y 5 5. 1 1 \ 'i �". ..,. ', , CONSTRUCTION NOTES mPo CENTERLINE DATA E� O2 CONSTRUCT TEMPORARY SEDIMENT BASIN PER CASOA SE-2 PER DETAIL ON SHEET 5 O CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 L NO. DELTA OR BRG. RADIUS LENGTH REMARKS 40 20 0 40 so 120 w" m 1 ® CONSTRUCT 5'CONCRETE TERRACE DITCH PER DETAIL SHEET 3 O8 CONSTRUCT 5'WIDE EARTHEN BERM AT TOP OF FILL SLOPE PER DETAIL SHEET 3 19 A=19.43'21" 650.00' 223.74' E m O CONSTRUCT 24"CONCRETE'O"DITCH DOWN DRAIN WITH SLOPE ANCHORS PER DETAIL O APPROXIMATE LOCATION OF SUBDRAIN(SIZE AND LOCATION PER SOIL ENGINEER)PER DETAIL SHEET 7 20 N46'14'25"W 234.77' - GRAPHIC SCALE 1"= 40' N F 1 SHEET 3(LOCATION PER PLAN) °. BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUTHPOINTEDRIVE-SUITE275 -14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 2" ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE --ESS1 . I TAKE FOREST,CA92630 PRIOR TOOXIMATE ANDONHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE 18 o RIVERSIDE COUNTY DESIGNATION:E-14-70 n CONDITIONS OF DEVELOPMENT AND/OR l 949.588.0707 oo DESCRIPTION:2.7 MILES NORTHEAST ALONG - CITY AND STATE LAWS,AND A PERMIT (FA%)949.588.0709 MASS GRADING PLAN OF � RAILROAD CANYON ROAD FROM THE %` ENGINEERING COMPANY rfakengineeri" UNAUTHORIZED CHANGES: CAN BE ISSUED. BARRY J.COWAN y B.com CALL r CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 o INTERSECTIONOF RAILROAD CANYON ROAD r^ o.anee san0iego-2roerside-sanwiso6;�oaakerseeia-sacramenro-Pnceni.Tuaon g" AND STATE HIGHWAY 71,122.0 FEET BEFORE o, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! * * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o`u 6.0 FEET SOUTHWEST OF OWER POLE 2 4 S E.w - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 ^�I`�'•'Y/�I �/,',�&`•'�'^ FILE NO. Q a MAR ER 2 OSL A EBRASS R ISKASETO N THE 1-800-227-2600 WALTER E.ALLISON RCE No.45448 DATE J?grF CIVIL ! 6y Q 6100 Id ve L LO SCALE: SHEET SPECIFIC - 8 TOP OF POST,A POST E-14-70. CaIUaN DERGROUNDdoSERVIICEo LERT0 DESIGNED BY:. DRAWN BY: CHEC BYD CITY ENGINEER OF CAVY'� 'J7.44.. � � PLAN VIEW _ Q a 5 g r p g. BARRY (+hYAN,RCE No.C46568 Exp.Date DATE DATE: c.,. j ay4oravae,' cl...---SCE'$ LEGEND: EROSION CONTROL ' ':: �415 ,`\ t FIBER ROLL PR ,: ',: *" , .1 s ` I' .... . ¢ / t f 3 a is . . �\ 1 SUBDIVISION BOUNDARY - 9i lti. � ' 1_ r f X .. f � , } TACKIFIER r .. r.- ,', -i, i IRRIGATED HYDROSEED WITH itit :_ „- nF,riT' { ( _;: 1 ,.'.� .; ,, .:': ';/ .i\ t .._ ..._ '. . �-."-, "'1450 BINDER AND MULCH .X � ... .. .._... LT FENCE a a m ,✓ % r x GRAVEL BAGS X ... .". ,,... j f if,i J it Ip0 STABILIZED CONSTRUCTION ENTRANCE/EXIT . . .•1 ),, - i f a „ r , r i II� r i M ' f ; c , - r X 1S X 5 50 I t _r r t a 54 .S Ivob ft f3 1 .r;fJr tt ,i t f i X i 54 54 /96a. 149C q f ...� f3D75 t� X S i t Yi'r' 0 DEINSE rc�b x i of VE TA'IION j X O �Q 52 a cvi W t J / t � W r r S W x � q t j X r. 51 T 730T.0 IX 54 �100-YR INUNDATION LIMITS tl i ; t n Y l} 0 l N .r: ) X ff ' r INS.. 1 �;.. -5� rii �f�, ., - Lrt, TAT ON " - rt: 54 50 r. .., _. .. "� 1956 51 a 1 i 2 _- 84 r J I 4 IN 62 5 a L 1Ag5` /�- CONSTRUCTION MOTES s3 GRAVEL BAGS SEE SHEETS 21 &22 E c 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS ao za o ao so 120 AND HIGHER SIDE OF TERRACE DRAIN o r 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH -_ 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT GRAPHIC SCALE 1"= 40' 52 SILT FENCE REVISIONS APPRV DATE J-iagosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK, THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y 0 F LAKE E L S I N O R E SHEET ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ES51 LAKE FOREST,CA 92630 - RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR �4Y 9a9.se8..7.7 PRIOR TO CONSTRUCTION. 19 DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT �y (FAx)9a9sba.o7D9 MASS GRADING PLAN OF T RAILROAD CANYON ROAD FROM THE H ENGINEERING COMPANY —k—gin—mg UNAUTHORIZED CHANGES" CALL CAN BE ISSUED. �, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 $ INTERSECTION OF RAILROAD CANYON ROAD W orange S--go-Ripersme-san Wi ObisP""aakesseid-sa�,ame�c""ance�«-T— U AND STATE HIGHWAY 71,122.0 FEET '1�� BEFORE No. 46568 a RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 c'o NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! * y PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS ^ Exp. BY THE PREPARER OF THESE PLANS AND THE CRY ENGINEER. F 6.0 FEET SOUTHWEST OF OWER POLE ��� Z�L7��C V T T M # 36117 & 36118 -1LE NO. o>< MARKE-18 R 3 P T,FEET NOR DISK SET I A UNDERGROUND22 ERVICE ALERT CHECLE WALTER E.ALLISON RCE No.45448 DA—TE'-/-'� 'n./rF CIVIL �! �y 6��0��5 e2�t015 SCALE: SHEET SPECIFIC EROSION CONTROL t? MARKER POST,A BRASS DISK SET IN THE DESIGNED BY: DRAWN BY: OF CA��F �..YJ�`�h - o N TOP OF CONRETE POST E-14-70. Call at Igost 2 working days prior+o excavaiing. CITY ENGINEER BARRY J.CO AN,RCE No.C46568 Exp.Date DATE DATE: I . � . . I . � I I . . I I I I I . � - - - � I � - I ...... ,...-�.., � If;���I'I'll ." � : ; i i � t �i�1;i,,%,-, ­-- " � � I� . 1. '..�, 1. � 1\!�� �1 i- � � �N�r � ,-, � ..,.. .. ......... ... ...�., 1, I I 1,.,,\\\\", \�,,"" - i,, 't . I I!,,,, ,��,....�.-,,_-,��,�,��,"�., ,. .\-.* I . .. ­---- I ­..........� ­�-- "­:;�::­.'_, ��t�.,i 1 i i, � ; 1 i -, ,% 1\��� . ,4. �� I I i,�, , On � '%. t \��% � ". �., I .. ....�.. . . ,, , , i;1 o�...�n..�.�1% �� o���I I, � .."'.." - .1 --.�, ,� ­ - .... � \ .� .. I , '.".,.., . .. .",%',\ . ,�. , , � ,\ , , , �y,,,,�, � . ,. '....,�'.. '** __­_,_,__:�_:.__....�........���......� .,. ll­­�,_ �.....� �'-,%����. , . . �� ;z 1. '?,; I � �(J,l ���%,-,� ",� :01.1,'� ..'; i %, %�;,,�... ... , . , .., .�,fl,. I.."..",­1, , � " ,',�\'.%%\.�,,\0�%.\,,, �� 1 1 �, I � ,,I.,.<'.-,....,�....,� ",_1\1%,.,,`�,�1.. - -_�:1- �- , ., . ", ., ,.,, ­. ,, I I . � .: '. ", I- . .. ,, , ..,i. . ,� , , i ; ,;;5 ,,\� \�'\'.'.\ - , - ,:: ,,, ��, ". ..". , , . I '11\0` 1 0,s� ,ii � , � . il , -�� ,. ."%.".,,.�, ',,��I"',,,�,'�I`l . � , . ,. \ � ,, - -�,�;1, , � , ., ,.,",..."'.I ",� .. , 1. 1,*.. ' .... -,, ____....... __:___......:,- � _ - ­­ � t � I %.*,\" ."I . .." , ,,1 �� � 1; � � �,% , �\i .1,..��... ��., ,1. � , V�� . . i .. , . . t � , , , , -, 1,� . , .... , .�:, ­_ ... , , , , .. ". . ' ' �, ",,, .. �il��I�l . � - . , ,. -�.­%,e." .. ... , , _............�, LEGEND: EROSION CONTROL , � ' ' �% ­0­ , .. ,.,� ,�, , � . � � ,,%,��, ­ � , , \ .....­__l_­­l_­.l - , _­ ­...... - i i �l , "I\ I .v 1-I., -,\'. . 1. �� � , . , , f i i ! j j �, , ::"­l_­l­......, �_ - , .. . . , 0_1 ; , , , . , � . , . ., .. '.'�"', .. , � � . ," , . . .... .­.- - *1 -,-, � % �­'\* , -_ � ., '. l� - , '' .�\- ": �11,..,. , ��'.�C�\I%.I�,�� , � ,: � . _.,\v,'. ".. ....- ­�_ "`,". .......1, - ----17111.,". ...�..�" '. � , _ .. ,. , " � ' : 1 ���ol i !; .� ,, ��-. 1. ., �.. ,I., I,, ". " .., . ',, '. �'��,�.�,�.,��,.i ,��,����'��tti����: i � 4 � t� I'.."..I'.,1,�,".."%, -\ � ',v_ . "I - .... �,1, ,� � ,� � ,\1. " , . �11;lt , : i � ; � i` _ � �. , '­ .1 - - . , , "=_�. -, "\,,,, � ­ � ., , .� ,��. ,� O� ! � ; ; � \ �. ...\ ...< . \., , 1, 1".. I" I",��.I ... � , , , . . , .,i�. ., .. .....­­_ 1,", I..1�_s,i � , ":,;,l,, i f � � � ; I ., .. d� ... \ ,� ,, �, " " � � � i � �I.,� ,I"'...i�\-,\,"'�1 I�!:�""���: '. � �I t.�t� I ­., , �-1 I� .6\.'..1.%.""',�� �". 4i �. _11...1.1.11 - - " . , ,, "I " \,, "'. ,,�, ­. .*% .'.- \ I I..... . � , � I 1 . I I'-, , , ...... ......I"... -:�,�� -�::11� I'?- ­­l......"",_1 I" - " .�,,\ .,I . - , I .",�',\ . , 1, � i . I ,. . , . ,� . .. - � I'll _ �. � . ; 1 i 1 � �, .' ' ..., . "...I'� - � ""'' -, 1 i 1 3 li,%,,,,�t I�� ,_ . . � ,I.s I i " ­,"..'­­... . ­. .. . .. \ " . ., , � . " 1, \\`.% ,�",�i'..1 i��\ -, � . .:......�..... , ,�. �. . �, " , i,�.�,.. . 1, \ , , I FIBER ROLL __ " I .. . � , . ., 1. , 0" ., -­- -...I..".. ... .."'..'.."...__'.". �, , . . � �&.�; � i,;"",//, ,�f�i : � ; � , ,< ". � ,., �. .".". , , ,.\ I I:�%1.I;1�1�,;:j;j!i�i i� � . � , I . ��!�%�1"!:i...�� - _-.1...... , , .. ....� ," *i.i� , . "\. .'��,\',". 1 1�i 1 1 i i I i�. ; ,. . < ., ,. �. ,. ., ... I I I 1, . : ), , . , 1, ��\ I ", . - \�. , * � \ � , . . � . , . , 1, I I :: �%%1���ll,.,, " -, . , �� - � . , ,� ,, . � ", , . ', . �, : %�:�f j;ij!f I 5 1��i�, � , . I , . ..��\,.\ i. , .....1, -.1 I , :�,� ­-` ... .­­' ., \ , ,., , . , . L 'N , . � , . 1�i i : i . � , , , , , , , \",� 1���k i�� i���e,� 1 � i � i � , ­,�.:, ,� . k \ . , ,� ­. ,1:11, � , , . ., , ! j i j�;;i;;�::� i;%�� . , , , , , , . . . " .., " .. - I,,:,, -',.,\.1 � . , � I . -, . j ".. , .., � , ". " , . , .� %. !:.1;!;,. .,;,� �.. . . , , �,., � , , -,� I . ...... . 1. _. � ...`­ \.. ", .,. .... .. �,'.- -. -,,, , , " , .. . , , . \ '', . , % I , � :, �: -�,,,*.1'.- , -, ,_ _........._..-," "I...�....� ...I � . - - ........... ..:\ - , , . . , , . �i,j", ��i�i i j 1��"'.�� , �, � . . . . , , I I , " .�--,, .1. ,,,,,", �, \ . -, ..�...I � , ., .. \ 1� ;1 1;�,,'.*,-,� � ,,,,%��. \ :, ! i .. '. ... �.\, ":� %,N'k\ . ., ,. . ��\",�� ,1�;�,"i,�,;;�� r, . ,., , �. . � ��::!���1�1�� ,,,.I \I - ...... �. .,: "I ..:�-, ". *� :1 � �I _...� 1, . ,�.. ..� , * , f i i" , . . .. . \ ., p ., . , I;��� tt ipi;,, , � . , " ____ �.� __" ', " �_ 1, ,.,:,.1....1� ,,\ " 1�i,1 .. �'%\.I\i 1,\�l.., 1 , , � �., "N�i"'...,... ....."," ,. � , : , . t., ,5 , A� " � 1�\�\,\''\'� ...: ,, �� SUBDIVISION BOUNDARY _" � . � i . ,. .. . .. , � , . . \ , I ", , ,,_. � , \ % . j i !�%'.'�",.\,\.,�, , 1,1,14 � ".1. , , -- -, I . %-1, , ..I I.. 1. ", , , ,, �� )� i:I i;," 1�,""i,1,�,�\% 1. ... -1,.',1,'..,,� .1,1, i�1;z!�;i�1 i"....,',%". %\,\ ..,.. .-__ ... ...... .1. ,... ,,.� , " ...". � � i � ! . � ., % "., 1, . . .... .. 1. I i . .., , I i���� i."%" -.\%,."�., % .. , ., __...... _. . '. � "..". �'. 1 1 . I I �� �� . - _ ." I. ���1 i '., 1. , ""'. .� .. ,��!;�1;,i;i�i�i 1 � 1 � �.;,,� ,,� �,\`,\I ., �"I., ,;5 , % .., ., ,.. �. �,�,.�". �. . ... *_ � ",,�`,', :­_ ,"I- I I \ . � , , , ,.', ,, ,\ 1, . . I �, �: .. I.... �� - ,.". ...'_........�.....: �,�. .. %",'.,-, I I , , ,, - z j:: !!it;�z I li i , ;l i � ;��,�-, ,.,".� , , " , �, ���'.��, , .. � ... - .1 , .... �1�, ,� , ­:*­....­, . . 1 . \\ - \". " ,�. __ _'l-l"., �, , .. . , * , I�1,%li\, -I j 1 i�t,, . , ,....\.,�"....I" ..,� .. ...- " ` ,".,,,,",", � -,............." ,,%, ,,' \�\". . . -1 ..." , , I��l, , ,\. ," " ­­ . `­` ', ... 11 �_� ". %"t, , \ 1, 1, I ., \,. - _­_ " , 1�!� " ,,..� ,. . , - '.�I!5 j i,!��;j�I ;j � . , , <"., 1, , � L� % I., ,, �. ,� ,".," . .. .. 1­1­11­ ,- I .­ - -_:,,<­. ..".. ,%� � 1 i . I �N�, ., � ... -, , �..', . � , , , , , \ I, , , \ i I I, \ , , . .\ _. . '... .... � . , 1, I I , . ._.­,_..... .1 ,I , '­...... %. ,,, . � ,,..4 �/' . , .... , , . '. , 1\I\,,.\ ­ , � �.� , ,..I-, . . i , /,f i��,�i I , I 1, % I ,,,., , . , 1,.,I ,, ''.�,.., . . - '­I . _1­11"".,, _11_...�..... .1,"",....,-,.-`,.*.­_"111.11 I\\., "\ ,.., , I I � ".,�,,.�_ �.. , Is, �4\., .. . :�i�I�I! � ,., ." ., .. , ,��%I�,,\ � ",I .,:,,,,\,,.. .�.. .. '. .� ..._ _.... ,. ___ TACKIFIER " 1. ,_­ -" �.. ....�: ., \ .,� , I . ,�,\\1,�.\,,. ".., I.. " I-- ,.,�.�, � ,:t� . I , i ; / .�,,.,f //�,� J i;����!�,� �."..,. ", I I 1, , ,,X��, I,,� I . ........... � I I �l , "..�'I'' .,.,,\"x 1,." \I_,_...1_11.......... . _.... ". 1, .___., . ... ....� I,_ .�', � . I � \1'111�11 � � ., I., 1. � \I .1 '.�*11, ; d I , . �4� , , , .1, : .� .1 ,,`" _­­.. ....� - "'.....,,� � � %\ \*. , ," � , , �. ... ,,_,1_ , - .'' �!�1�� � . . . 1.I.,I � ; , i .1".. ;.,j� ���1��.",. ... ". " 1, I ,", - I "�X.F� -I., .\�...-� .. , -1­­­ ,'. `­­­� . __, , '..- , � ,, , ,� , � ,� ", , , . 1 , , . � ,. ,, ," . ­ , .I �, � , - '.."ll-­ 1.11 '145 . '.1-1 ...1 ­,I­n, ,,,. � " " , . � , .. . �� " " ., � ,. , .I r I � ;/,.,�.;C,j i ,,�,�i,\., ,� , 1,.. . ,�.�. ",\., � �,1, I— : 0,11 *..........­­1 .. , , .. �I 1,,�\ 1. I '11 I.,I 1, . , . k k 1 d , � 1.1. � I , - ,I—, ­ ., ,:Z: ,., , ll�., , , � i, �,�I'�".,.�,. ."\ � ",� ., ., i�.�� � ". 1 t!1:�i� '., j.,. , , , , ,� I I �I nl, ..,.",,...,'. ..,, __1.11. ......­­­.1.1-- jl_­�:­ IRRIGATED HYDROSEED WITH . .. �:::,-z:': - * , 1_�`___ �l , , * . " " .I �� , " " � ,, � - - - , ­ , ......... BINDER AND MULCH , -... . .... - * , , I . , � ,\ ,��"\ , , , ,,"",����i" , � �� i \ " " ** , I I � \ ...�l �', ," -1 ...... ­ ,*" , , - . , -, � , . , , , , I - I . . .. _­­ - ...._� I 1, I I. ...­­ - .:�: - - .. � 1* \1, , . ,., ,,\ "., . . ,,. . � . . �I., " . .. . .. .."��� - - 1. I\ I 1., ��.....�, , 11 - - % I. ".. ." ". ­­.­­___......... ...... i 1\ 1, , �., ,� .., ���1 ,) . � � . ", . � 1\�I I � ... "I.-I.-- . .- , � . � � _ ,� . I . I., ., ., -­ , , , , � . . , �,� , , , � ,, I�i �\ .. k . - I : , ", ,,, . ,..� ... .......�....I—_ . ......__ 11 , , , . ,. ".,- ,i� � ,, .\%1 ,%, . . . ,�, .1, ,. ,11 I I . . ., ."... . ,- - 1� . . " , �. , I o . I .. . . ,"�...­­ .....I—— � , ,11,-�­'� ""..,I.. I - I , I'... \ � I - � % ., �, . .. , ��'.. � � ; z� .. �, _...... , / \ � -1 � . . . I I i; t I" -,, 9: ,� d�, \ I 1, �I I �� , , ., - ,._...�......... ��, � 4 1. \ \�, , ,_�'11' I I � I . I" -1 1 ; \. '� , . , - , -`�.., - .. �, . � '. , ,%�% I... I.. . \ I I ,,,.\".-.: , ...... ... :::: - � ...--- - . 1. \'� __�_ . , , . I , - ,": , - -­1 _ �... , . , , -I --`­- I , . , ; , . " , , % � I. � _ *-_ I - - - - , �ll.��.�.�".,......-�.I.I.��.-.,-..���,-�.,�",.�l..--...,�" � � .. ,. ,. �_.�,�.,..� ..."'.,��','.'­,�.��, , -, _', � I � ; 1 . i 1, . . . ... , .., .. .. _ ,; t 1; , � ��, A % � % �� � _.-. .1 , I �.......,-__......... _ I �! �, - ..,�,,%, ��F��I ,, . ",� , �� I SILT FENCE I'll ­­ � k �. , , � , � I � .. , 1_11" ­­_­ ..... . � .... . � , W , .. - ., I j i . , � I , , , 11 I , .....�.:��....- '......1-1-I... . _ -,-, ..-, . I � . ,\ �l . . I I I ://.. �.. , - ...__ ..- �...­' --_1.11�?y -1/71, - "., - ...:,,I_'I.......�ll.���­,­­...I 1, . I..\I, " .�.., _ , , ..�.. . .1 ., I %. .....� ........�...I—' __­­---�........._ - .....�,....,_ ­: ,,�, _... , ., , �. 11 :,.i..,,�­�_ ,\ ,",,......A..'. 1,. ",, '7',%,.. ., 1. .. ___ . _.......­__ , .,, .. .''. - , .............� i�;ll r � � - -...­­ �: ::_:::­,�:��,::,"':_::�,,�­ .......�- -__ __.:_::,��'l...I ... � ".. I i , ­ , , % I. � I "I..",- 11 .. �.........:1.... .. �,..,: ­­, . ,­,�:.:,::,--- ...... �., ... �.... . . , . . . . GRAVEL BAGS . -�:,-.z....�....... , '. , .,.,,. , ., d��;il, �1\ , ,.. . . "p. I : , � I . - ..... - ,:,-, ,�, ­I F� I ,.,..,,,.,'.__..,. I,,1. ',l:,.:. ,1 - "'\.% .,\,,. ." ,\., � ,.. " ...�.... �­ 11 " , ,, ,".� , I . I � 1. I I ..I �, . ". . , ... - ­�_'� ........I......... "I ­­ � _,., ,�. . \ ,1.1,�\%'.� ,­ � � - ...l_...-.... .11..... - ,11. ... ... .�::z�.:� , , � ,...". ,� . .,_ . , I" . __ ­.. , 70 .. . ......�.... .... :� �: ."'. 1:`:,��, ............ " . ,, , , , .*-,..�����.",,. . , ,. , ., , :, �:�:__ ... ..�.......��.�,.,-- %.. 1��I 1, ". I � t I \ ,-1. ��......__ _,"'.."­ - -,.-.� . - :111...�1. 1, ­... 'T, -­�., ,,.. ..\,.. " , ,., ,.,. �'A ...,�,,11,\��, , ", 1, , i � , ,� . - : 111.1­1- �".: .:_I I.I......:`,�� - � .., . .l.,I�i ii\..�\1, I ,� ., , � , � , , t q : I : /-, - ,:::i:o_.��-:�,_,::I�_��." :::::.,_,.., 4... , .. � . . ]. Z , � e I I., � . . . _. , ­ �­,.�"". �.. ......... ......­"' .k�� . . , - . �%i� -. ,% �� , �, 11", i I ". - I - I.". _­ � . - ,(. -, .,),,... � �",��, . I - \,. .,. , I. , % . . . �. ,. - - , , _.__ , ...mo_:� ,. . , � \,...1, -� 11 - , , , � , ,., I I "...'.��:�-_- ­11". ., :., , ... ....11 -�,::- ..-, :.� ­ - - - '_, ......­­­_­___.. I .. \ �",',:�i��%�", .. - .-­,�,%,\�il. 1, I ,, "1- - -.,1 i�i�1 ! j ! ! � ". . ,.�.. , I � I � , � � � ,­ , ,- - \ , I i�1 i i i ; i ; � \ ., �: , I ...._ ...... _�-,�,:�::,:::�� ..,-,` _"< ..",.��:�,- ...I �,,..,.., "�- '.. .. ". , � . � , �, � 1 I'll � -I _., .­ .. ...11 , ­­�'I", ,.,- �. . - , . ., I., "IN.:1,, ,. , I . � � , ,­ , . � j:I i I � � � 1. . � ., I , -," STABILIZED CONSTRUCTION ENTRANCE/EXIT ­ : ...:�,'.*",,,: " ��. ,. - . . \li� i , , ,I I , I. .....Fl...­­­ ­­­.........is, .,� :,:, � I , �- .., , 1.� , � � 1_.�� ,.� , � .. f ,. � , , , , \ 11 ,, � , I-,, I: t �, 6 1�.... ......-.......... ­ , " .1'�, ----:; �l . '.�"-1 1,1. -... \ .., � � .. ..�, , � 4 ;. I I I ­­_�..._­­....- ,,,,­'. , -�.��­..._�r _­ '..." .///i ! :1;. " . "'..,�'., %," �. - , . � , _11..",1- ., _ I_�::::�z,"' - � .��,,,-­�:�,:­::�,,�... , ,*! :, � , 7,1,;;;1,1,1, . .,�% ...I,%.,\.\11".'.\ , , , . , � t !:f!�lj % ��% �, \ \ ,v. , 1 ��, % 1 1% I _�.:: --� , ::­.......1"...............�....... �........._,z'.�:, , ,*--::,­__­l, .1 ":..........1.�_.. i. ,.\..., .. �. ..... -.., . X i �5 iii!?, 1. I ,". , .. 1, ..,0� , �\,���, ,� ... ....�'­ .. ,:::::::�::�::::::::_:,, " '­ , -1,�. ; f : ; ,, �, �, \"ii",'.. �.'��, \ , .. ", � � ; j 1 i�� �" ,. - � � , ., \.\', , "��,,\, �.�., I . � . -..1,­­. "" .....�.- ,�_ . " , :., ",�-_. , ,�".�..,"'. , .1, ; , , .,. ''. , \'l � , , \1 F ,�. I , " �, ;� t I '., .................-.1 ,"I'll..... :�"', :-"."",.,,�..'���,�,��.".-"�..�� "I I , , � ., . �.,�:�..,.., ,.� .\ ,�- � I�i... ......_ .1, ...I--,-�',11,- .1_1 I� ................� I � 11 I -­ , ....". _� "., -",..,",1, � \ � " � ", �, � �, _......_­ " _:'t,­­, -, , �:.. . .-�.. �. .. , - � . i . �,�, I.. 1, , i j;� � � i,,. " . . . . . . . ,:� �:\ , . 1, �:'­-­,, ........�, � . �. � , - �.,1 1. ��,�%.",".."., .�,.F..,�.1.,:,...', . , � ,� �j�;�!i i \.....,....,.�.�..1.1,\'\ , , , � - I,� -, , ,�.".i. �", , ., , � ..,6 ,,.,. �'. "."... " ,. 1, , .. ,. .. .... ", ,, . ,�,�\", � -...... _... . .... .." . ..,"- _-.1, ,"��.� � . . ,, , '. . ,... ,,,iii� �. � ,. , .. . . ; :j i 1 i- . , " , '. , , \ 11. I � "*11., I ., , , ""I...." . . , I", , . . . � .. . . � , , . . , . \"-, '-,. ..., , . , , , , 11 � 0. � - " , - . , . . � .. .. _. . .; ,.� . . . \ ., , , , � - _1680......�...... -� .. -- ­--.,-.. . . ..... � , , , , . - .� * � - - - � � `�..., � 1 ,�! �.1,1, \11.., .�.. . .. .. ', , , . � � , - 1. . , ­­_111. , , � . . , , , , _., .,," ,�..�\: "-��l �... . ,\ 11 .,-'.,.�<, ,��. . �, � , , \ . . ,., \, , t �I " ...... __."l"".1, I .._­l ­1­11­1. . . ,�"" I., 0.�� I, /,../..� � I ­ * , , .......­­ , . �. . . ".. ''I� nl I "/ ... ...­... ....... :,I:-�.,�....... -,.,--:­­1"\I -......._.....�.... ....�, , i ` " - __ .. , " . � 1 . " I ': �� -\�.-\*,�,*..�,.,d � I 1 � , ,.. , , , . � . . , , , , �,. .., , ., �:...........� , � ., ,� I .:,......�....____ .. " ,. ... I 11 _____ 4 d I- , , , , .:'.. ..., � �\, ,. , . � _ � �: . �, � 1 , �1, .�, .. ",, . ... ,� , I" , � .. ., .. , " ". \ , �'�'��:,:�:::­:,_...... , ,..., ..........._ - '. . ': �. . . - � ­-�--�::�­­::: i i , � , . , * , \ � \ \ %<-.. ... ......� ­ __ ," 1, , - ..�,".*,... . ., , �, . � \ .. .. , � * , , , %'.'\�<� .'.' " - - ­­�._,�......�...:_.­. _.. .....�z _� , '. � .. . .. . , . .��.. ,... - .. , - � I �­ ..............__ _ . ", I .1. .1/,... I 1_... I- ­ ,::�-__-, ,� , , , . . � I . I. I .". ..- -,.. _......� , \, � . , � . , , I %, ,. ��_��, " "," _... � �, . . , \I " " '. , -, , s: � . , , . . . , ,��,.�:, I I I .., ­_ I " , . , , "',�z�, � � \ � ,\\\ \ ,."*,., ,<.. � I � . _.: - /, I '.. . .. ......... .. ..," - - ,\il, , \,.,," :��i t ! � i i I ., .. , . .., ... I",.,",,,,, d 1 ., ___._..­­_...__,----------�...._, -11". ll-__ *11 q. \ - .. "- "�4;n4­"' " " ... -� -': , , . . . \ ,, , , % . , , , % . ,\ I - " , -, , ... ... ,.. ,// I �� I. .. -,­l­­­...._ I...� -Z' -,,,,, " , � \ . , , " � '.,��..,"\', . ­�........ ,". ... ,_ . .." ..,, ,*, .\."."", _., ...... _� .� 111 X " -, /�'.,-",/'. .., ...... , :, ,:::::�'�­:...:, � . %� \ � , . , I "I �', I , \\" , �,� :1� i � � ,., � ., " , '.A .1, I.. ... I" 1,. 1.�*" , \, ,..',,'-�,',�'\ , I I ",..� ,_��,'��.......��::, �:,:�/�" ,.,.�........._...� -1.......__'. ,_ 1. ,�� , '.. .'. .,� .......��_ -- �' -, /,.' '. j I ...//_�/ I I I I I I I .l..",:':-,"', j i , �,. ,, .. .. ,. , , " .\ , ,� . . ." I � .. , ., � . ...I_' , . �, , � i��i;i�i; ��. , , ... ". .1� . . , ..,..,.., ,,:,". \,�...".."",,.,. I � I I , .,'.. '..., ......� ... ,//.., _:'' �......� ­_ -,- ,� \ -.. ..... ,.-...�: , / , -/, I � . .1 I ",, , .,�� , ,I.. ,� 1. _ , . % I 1, I ­ ­­1­11670...�.....- __.,�,, __.....1, . . �, " ,,,.�! ," , � ".. , : i b �,.. �"'/- I ,I \I..I ., I , I , ��l 1,��l s� ,". , ". " �.��.::, / ,.?.. , 2, f,/,- N _':, �_*.......1 ; , ; � , � . . , �, .'.... � .. ,.' t , , ,� �I I .� I � � � I . _. ., ,\ , �� - ...,_ , ll­.�<<',,, i � i �1;�:f; j i. , .. ,. ,� ". ,\,. . , '. 1, _�,�.," . ." "_ %,� . �1 i�, . ,,�. <:�1,11%I I. I _ � ...... -:::�.:�­__ �. ­_..._ ," ��',,�".,-"- ..... " / ,.� 1 " -­ i � , \,.\,.1" � , - ,-"�, , 1 � . ... , � I ..,...... - .� .:::,�/-,:,e.,."":<_..._____........._' ." . \ � ,", ­:: ..., '.. \ ". / , / .-:', ...� � F k �1��!1:� ...,,,�,�, '\ ., . . , 1..,',<:,�:::_.,­.,� "'�,,, A,� %,�i�1 i�%��',�,i 1!1��n!�e i��; -� �. ., I I I,,,% ,, 1­1....� , .. " . I � ,,. ,_�.. ,, ...� - ....* ,. ..., ,. .1 I .,,�� � � � %\1;�1.�.,�.,",�... "\ , .. �, , " .,.\\ `.......I........ ,, ," ` , .�. �;.�,�U 1,'.,�1, 'I" I - . , ­_­­I........I..........- -- - ". ". - I i i i ! ,! .."... I . , . . . . i�'," - i� j�,11 1 1 , �. I I I . /'/.'.. / , _-.1......:......-.."..., "� \'. .. , ,��, �,., � , / , ."� . � � , ..... . . , � � , .. . ,,. ,'..'.. ��� i ....� . , I �. , ,� ;. � � ,�, . , , .. . " � , . ,.'... . , , , . , - , ,., ", � ," ., . ) � � 1 i ,�� ­,', l<­­ k ,,,,\1� ",..�.,�,�, ... � � ., ,�.. .. ..�...".. ,:___ �.".,. , "I .�. I� .. . . I ..... ..�,\,. , " � , , - ""­11... �i, " .. ........:: � , I , �_ , 'i f/./ , - " ____ � -,�' .. .� . ...... _�'. ''. , . , . ; �, , , _ '___ ,� � - .. , . ­....��,,".� ,.,.. . �. , , j .........,..,,,.. % . � 1 �, I , ,. ; � f !1 ; ... . . . , .. '..�. . , -,, � ,. .. 1� o'.I ",­­ ../! I I I 1. _.,­ , . . . -� � /, -, . /i f ..,. I ,X'. ,\ _Z .. .....'.. , , , , , " -:­--, , ., ... , , ��.. ...'..",_�.:­­, � . , i;�i�4 i; 5 i i i;� A .. ,�. " ". -1.1................. - 0 .. �. .. . I �� , �`,�"-,�,.. . ', .*�\'* .... , . ., t���;I 1:!� ��i�I i 1.,,1. , , . . ,\ ... I ,,�-, . j " ,,"--�,"."', , ., .. .., `......1.1 , , .1 1'<...,_ / .....___ ...._ - .... ... I", - 11 I ... : \ " , � ­. -... ­,�i .,.. ,\ -,i �� ,,�,! .�� 1 ,--, _, .11 I I / ,/ , , - .,�.,""...., 1 '� 1 I 1' ­­­/ 'X : ; " ) T� j i � ...�:,�,:�1, -o�,.' ,, I"..�. 1_ ­11- . ,,- , � , ,.����1�1�t-,, ".��"'.%,\�,\,��,�,\.,,�.. ... , ... ___.... ...: \ . �� ., , ; 1! i , ..... :,:"�".,, .,, I , , � .., I,,.... I , . � � , . ., . , ,�_....... _. ,�', /'/,. '�____lo:��:,_­��.­_�,. ""-........ .... .. - 1 �� �....... ,"', ".*/1, ,� / I, .. !i ... ... , I!J j i;:,1 . , �\ ,\ \,t t� . . \ \ 't, - , , �,� ; i .. , " //,�,/"�'.// . (9 ----__719 J� I ,i;,'�,-,, ..",....1-1.... ....%""..;'.,\,.\�, -­., -I—: , , _.��,��� 1 �t..1 C. d% ,.,.. , \� _�.\ I, - ,,, z � ,,, ',', ,.\� , � i i _ ... . ,\.,�\�.�.., .. ..,....�I.....�l........�... ......� -.�, � . . �!. 1:11 - ". , '. � I , ., , , . � . , , , 1,��,,. �� , � , I : ....-­__,��::::�::_-,�,, , , -\­,�,`. I, �, ­., "� '. i , , ) .".11,............. , . , , .�­,­,.,." ', �, I , , � / I - ,�.:::�:::: , '., ,-*.. .�, .\ .":-':......'-­.:�­­,�!­,��i�;� 1 �s-,i i j,i 1�\\\"",.. .�-.'--,0% �, . , , I __ ".� �/,/.-, ��...-... ., 1 _, \.. \" .., ,,,\ . -, , , , , � !�'�_-g I,_-*,:� ,�-,..".," . ,...,, - __�, .::,�::- .1. .. : ,,. � � , ­. .1 ".....­ - ,,, - ..,X .., ,, , , , I , , , ­ ,­- 1-�­1�,,":����::e .."./I :'i 1� : '% .",".,",I i.'!�� '. I, I - ,__ , -- .--. \ ". , i !'!'i:,/,� . ... , .1 "I ., ,, z, 11 ,, 11$"1 1 \ ,�. . .­ '. * "I I , .:::.­_ . , , . , ' ' , .l.. d 4 .. ..... ____.. , .�t , ;% ; � t . , .. ,, �.-...:: .�4......A-",....... "., "I,, . '. ., .. . , .: , ; , .b " -­�.,'�....... , "! % i r�'.'!�f f t, ;.,,;j� � ; � \". � % 1­ \ �,� ; ,, ��I , , , % �....­­ .., " .. . "'..:I \� . ., ,. ", _, . 11" , " , I . 1, ...", ; . I 1.. ; . � I . I" I ,,._:�...��,,"." .- , -, -,," ",1,� ­.""i ,.. , '. : ,, " ,. � .,1�,- "./,� , , " , I( 1, ._---_ . � , , . /,.,N -- ":� , ::.::,, .: . ! , , , .. � , , -, it,� __1 , . ­,. _­_­ ...\ " , � , ­.­­....� � " , , ./ i/..f, -. i�i��j�! , , ! ;j 1�i i;�",� - .....�. .,.-,I _.-...........�'..... _­ .1 .."". .,�... I !� , � � i i i!j i T, � ..... I" `:�._.1. ..,I.1 '.,.I, . � , , , , ; , 1 � � � � :�!,f �;�,i I�! . . I , , I e. - . ,<,, t . . , � ,"�.,i i I ,I"I� � 11 I I 1. I , .. . t , - � - - ;i" /i,�i i � , ; j ,'' i:: 1 ; , % : ­­ll__.___....:�.... .. � . ....... ...I ..'�" �__"'i, i ; / , / ,, ,!if'i, i. 1� .. . : �-'��..'...,_z, � , � �� " ",�.'-,�.,��.,�� ;�i; *..*, � -�',�,--.�\��,�,,v,..�.� � .p ,, - /,.�l , �,,,//:... ,. �­ '. 1 ...� � ``_­�........ ,.,, ,�: i � v ': , � , I I � , , ,A%�i��i�i,,,,����',\`,�. I I � i I � , ; � t i : � . ,:, '. ". _\ .. , -1:.`,.,:,. :A" V ,, ��..". 1 -!: !1� - 1, " - ,�:_­:,...,",.,­ � ...................._,-,1 �/.,, i 1 ,� -, / i - ..j , � ­...........1, " , - ,�,,-'�, I­_".. ) i , .. ," , - ,, , : �\', 1, , I , " ,�, , .. , � I 11 I I ,, ". , �:��_1����,,�.�1,�,\, ,�..�",,- � 1 - � ., E ,\. ,� . ,,.�" ...,.. � i � I ?�l �­11_1­11.. ........ : � . ,�-I--� ,,'. ., ­:.�: " ., % z � I i\ , %1,I ,. I., ..I I I _0� , � . \I"...,f.�. �� ..1 �� , . \ ", , I 1, _.... . , , / .//I,. , �i : I_ ......_..,,, ,/ "".",-- :::_'�'�,,,,,%."\,�:. - ,\,.5.��� �,� � ,�\1 I , . ... /�,,6t" �06,�/ �'... "i;,;� ��l � i . , ,� �,�,, . � , , \, I I......1,,0_3�, , . .1,.-'.I - ­­­ .. " I .. , ­­­ � . .",�� . , I,� I �\ . 1, � ­.:.l--l­._" ...,1". ...." . , .. ���,., , -....... , I , . , , . . , , , . ,.:�:::.�,� i///"'/,l/ , " /// . .l./,",�,"', " :i .,",,�,\ � . . � ,� �,'�:�, \�'-"1, 1%, . I ...,,�.,, _- :-�",'_.�:�:: . / � F I " . , j i �l ,L Lyu., ......�l;';",", - . . � :11, "� ,.X \I . 11 "I , ..... , , ` . -*/, 1�/"/ . , I A�p- L�H '61-2 -1 I j / f � ' % .1,, ,\ , " ., I � . , , . ,��111�111.­'Z:,. ,'. ,.,,....... _::o_:.�.. , ',�", �0 i ,:i:!��1 '. ..��,"�\,i.i,",, ,.�,�,", � � , , , 0* ��I::��::- ,�:�::.:...:':."..,% _�... ... I I i�I I � ijj��.- -�.-,-­...." / I , , .. � , I ` I __ ;j,,,, . "I i, //. , . I I , ,�,, ," -70., ,1� ....1_1 . ..,I­­..­­.­ . ­­1 -,.,�,...,,I"" " � ...I . "/. //1, , ., . ­-.1.1.1.1... I­ 1. , ". 11." :,�,,��,-,,':�,.--:,�!:,:, ., 6.... ..".,","_,__ - - . , � " , , , , � , �.. . , , "-��'..,%,"',.,\,I - '. � '�� ,� ., , 11-, -� ,�,. , . / l, � ". ______�,_ �" , ,".., �, ,,, ,." �......... ,,.� �".�-,�,�,'.. ,�'A f hJ4...6 sRt ' ''� ,�,.1 , , , "', ,11, , . ­.... X - __'.__.....__'. / "I,',`,... , . , � , , i� X ���­l. OCKS,",', , / �i 1 � � i e ", T I . , �, , I " ��','�%�\\ . , ., , ,.. . , . , ..� . , - . ; ­-�........ .,�i,.-�' i'�. ,�' '' . _� � � ... ... .. 1, �,` .. i;,!i: � � ., - --l"'.11-____._, , ." , , � r , � , \ . � , X I I - - , .- .." �-� ,, , - N , . , ... - , , .1. I '', "I"11-.1.11-1­11...,, j .... '.. , � , .� - , � -11 , , '.. ,' , .." ,Ab�FQRU'41 I -` *- , �'.." , , � . �. � ",. ... I .. ­­:...� -, "­�'.'. ,, , \`1 ."/"�> �'.:,:, ," "�.. . . 4 li _ . r ;� "!1,. � s ,t, ." 1," , .\\, .,\,�...... ,� , .,. 1. ., .. 1, - .,��,.::::.......�........._..._ 1 -'�.... .f 1� j�, " ,'.. \\ ., ! . , .. _ �. , , I ; �.......� , , , ,\.�, , . " I - . � _­­ .i%'.� � . , . I ::::*::::':, , .. ., , , . I � , I - . . � , 6j,1 - .._­,,<,:, I... . , . ",,, ,i 1 I ��i , . , ,, .,,\\".,,,11 ,\1,.,,,,,,�-,,,`�", \ 1, , , , _­111......__ ,.­I".-.1.I__­,, - % , � , -,,-- , , I . , ..., . , ; , A�9 51 1 , �­ ,0, ,�"�i. , . �1. ,� � ", " ,� 1�� - , - \""\ * \ ".. . . " .�-.. ,., ___.",_­ I e ,. '. '. .... ��......- 1 , , , , , ,.'' , ", , .""�_p_,," . ..... . ,�\',,.\",\, I ...­_� . , . ., '. - . ,�,:_' - ��A�-%"t��,� . � , ,. ,, , ,, , *,:��.......%�\ .11 , � .. .. ... , I i�". '. � . � � . . , ,. , " , , , "',. " , , "' ,. . ", ,", - ... ... 1, � ... - � I �,\\ ��, , , ,,, -��­-, �,:_ �, , . ",, .."%"...�,1 i���,.", , , . � ..\ , - ­1111111.­ . , , 1*1�,,�"I . ::�.." , ., g .:.,. ,'.\1 1!­,1 j �.; 1 - , 'i �\\. .,,\,� , ,� -,.,.,'\.,,, , , , ", ,.,0_ , - _ , _ ,�'. \\.�'\ ,�l"',, ,,"' /, , , ,. .. -, , . _.. , �:�\,..,1,. - , -. -\�� I.. I..." , ,� � , ,., __. �_,"_-,. - - _ \ , -''!� � 11 .,\ .,� . �� . .. ... " ..�///1. ,�,, - � I ,­" i;;;i���z��l z I - i i , %� - � ,,,�! " _ . .. -_ ., '_ , __ - ......_ _. ,.\i - , � I - \, � � , I.. ......__ -, __...-...1. , 'I, 'I,�/, . � :] ,.11.1.1.111.1-.',� I 11 :', ;:�i ,� !��% � -, \ , � ".�� i � - . � , ,,,,,�, \�., �.. ...... ___ . ,�. -__ .......1--1.1_:,:�:. " \ ��,��:,.,*��", .\"� ��, , .\ ", I -... :_ _,.... I , '. . _ ". ,i � � .," . %�� % , - � 1 , � � . . , \ - .". ...... ...\'.-,,.,.\l\ , ..."�. �,,, , -," '. �1- .1.11..._....I—— ,�"" ". I ""', ". -1-1­1111111-." I -11 �l '�� � , 1 � i � , �� , " ,l."I', 1, 1. ,.. . : ........::,:::.................._� �\.\'. ,."/­ �\, X,\1,-%... ., ',�\ \___....­,� _ �., . .. .. /�, � ­._ ` " 1 � , I I " . � � . , , - :, -, "//1 ,_..e,/'...-/ _`_...- �._ - W , -, .,� . , \ I . _ .,. �� � -1 I....� 11 I I.,%\.,..1."I . . -, \ ,­ .i-� I: - -. , 1, \, "�. 1� � 1 i 5 -, ,,, ,�,I..,\\I I I."",, - ______.:_...1.11.....�.......- \ ,- , , .�.,., '.., ", - � , I" , -.,. .........�..._.... - m I__.. ,<,�.,i;,."�ii�i V,��'i . ., �.,".. . \ %1,� � * � %, \, \,�� .6�0 ,,.,, ,-�..._* ...._,': ........._...�i% , � i 1. .. .1� .......,...,\ I.\11 ,air .."\\'....t', -.".,-.".4,., I.....11. '. ,,"/".".-, "'., ...._�...... m - -1 I . I I ii�i 1, \ ..I� , , ..��, ,�, \, .. 1, . _,:� , " �-­­­­1.11.­-- . � ,. *%'," .�""'.. . " . �_"..' . ,, I ; ... , ', I., ,�� ,�_�,,, . - , \ --,,,. ,, .. ,, , 1 "'.1....-.1.......... ," , "/',� l­..... 11 �" ., \\\1.A�; �. " ,I 1, ��.,� . ­ ,, " , �, , 11 - ,�.............�,-""'..,.,�z.,........,""�........ �....__......�-. --1... ., I , ". , .. I ,� -_­­ ....� � , �",�,� - , ., , 11 , . , -_ ,, 1 �4�FFF,",,­-,- , ,�� , "-'k�1.�%, , ,,,.,-,,,, ,,� -,� � ,_', ­­­­...­.......4 f q �%. . ­1 , � ,.., � , �', , .. - _�., - I'� t i t�i ', . . ". ,. ". �. .. , .. -1,.. k : I ....... ,:,.-/11`:_. . t 4...\'"- ., , - - - ,��,. .. ,I.. ... .........�.... /., . :.., - -- ,�, (J) ��l, \ I .\ .11 �­'. , .. , -, � ... ; . ,�.. ,. � , ", - ":_:,,,....'FF'.. __I....�' ., � ,, " ..� -%. �., I,." . '�..... . � ! !;��; , � , \.,_'.�,-,,.':, �: ... /I�­1­1_111111'­_,*.11` �, ", � / --:_I--I.'.-I- � �� .%�1, "" .�, . ., . . I" �:_ / zl'.,. ,�. , . . ,, � ,,s .. -,�-.��.....:_....�,.,:,�:"�'�......:, : 1 , �, , .'. I I % ,�� .�,:. "..,-�� ",�,I"I 11 11 , . .. I I 0 ,­<,��: '. -",", , � � - , ,...- .7:_:­� � ,'�,,`_�, , X I I ,,,",,,�,..,%, , . � " ,. ". ",� \ **;.� ! i,...�... ".., 1 i � 1 :1 i ,,-,,,,,......�"<:��':......�- '.,:`-, .,� ", I, ,11.1'......",_. '. :," :" ,., , - I ..""..� ... � 1 " , ��,. � , ., 1: :....._ 'j,", . , � � , . .11.......�/,,� .. " ", ,� , - --, ..i�- 1. ...._ ... I .5�I� . , .,.­­ , . ,� -'�--- m 4 q, : , ; /., ", � 1 ...\ _: '.,I I � � I !� � �, �.�­::�-\ , , � �. . � . �,. :.�­­---...,.. "I .-,: ...-11 ..., , ,:,._ ..", "::....... ," .....I" -\ t � I 5; ..,�-. i i I�:4! i ", � ", ­ , __ . i , �. �'`, ` "' -".,," - , "�_-'�-:-,:.S::�-:,::,, <<', � , .�... ..... .1 ,-... ....._ I E ,1,,,,_ I�"­ \ 1, ,<, \ . . :. _­.," / -- ­­ �, _ � . , , I-` .."......- , � � - '.- ,.,,�".-_....... . /..., ..." ..........�:,:,­..:......: - , . - � �; 1. - -_�::_% �1!���i . .....-...� , " � , , , - �...� , �, .. .. , � . - " ,. , -.- ..._ ,, , - -, m / /.,;,;�i..j i"', _ �� ". �: .,... �.1� . . I... ....�.. ...�,,.,�,� , ­�__.2�L Z_,�/// � � , , -- .., . ,""' >'l,.,.._­l. '.d. , , - �_-_l " I .� ........ - ., '. . �l I-.-.. ... .. , .. ":�,�"-­:::,-,-�__..... ,,.,-,,,_,",-��,�_­�-.-.,-:_'...11- � , _q I � I - - , , � 1;;� .., ... , /.11 1 -:_, / `_,­" I , . .� , , �'. ,, , I , , , � ,,. :?; i ..._', , . I � ,. ., , ­ - , :::�::.":::,:`:­,., 1, , ,. . , .. I 11!I: .1, ; .-_' "".��� ., ., �. �..", - ,-...�......�, I. \ .",-:::::::._'" , ,,� " .'.. `­_­l­­._..lz,.. .....:........... /.//"._....... - � , 1 . .... ,. " :,�_', ... ,___ ,o'l-C.....I �1��I�t , ', ., ., ,::.­­__,__,',--'­" ­�-- ­-'�­'�, .1, , . . . I -�_ '.�:" --:::�..............:. ­�,­.. .. 1 k\ ,.,.. .,-.... -.1.....­...",:.", ..,...,� ........�, ­­ , . I . � ...� ___..__. ......" , �). ,/ .1. ,.i;.'. � . ..... .. .1--- 111. , , �. ,. , _�- �:, ....... .... ..­,>,:�.', ....,...... .1 . . . , ", ,�:: I I'll,� 4 *; ., � ,,, . � ,�: . � ­.� . I'.�_­� . , to I I . "I : '. . ��% ��-.':.:... , " __\ %1��1� - ., ., , .1 / , - I I . . Y :----_��:.,.l:�,. .-, -::-­.7:­.............1_" �.... .._._�­­,'l-,--. '.-. .z...--. ......�....." . ,,, ,,� 1 I, , " ., - �, ",,., �... ..... ......_ ", . /,�.", . ,f '. . I...I,." , '.. , I 1\ ." , , . , , - , ,i".11'�� � ",.. ­ ..-1..... �_, , - ,_d... I , ; : . " .. ­­ o.. I, . .,, ,:, .11, ".,� , ...� , :.'-­,:, ___�:, �, .. 1_1 ... , ,�� " , / ., A-,,, .�,'��__ ,,���_.-',,.. ,..,,-/, , . 6 ; . , , I , . .� , .......­­' � , ­�:_- , ...�,:._��, /,�,//','... ., - �,.'...:....,, � ,,"'. ", .,�". !i ! , ..... , - , - - � I `­:,- , i: 1 � - :�:,:,�:­�::�:-:_ z., ,::-��,­<-. - �........ , . ,�� I .. ... . - 11 , ,/� , , " .... .... - ,` -, '*I - �,-I. - '."...l." -- _1... :11-1-1.1-.1-�::,:. ....... ! ,..1 ­::­ ,.,...d......... "-­..... ..,.. .,:..,., .,--,:... .............. , // I , ,, , �, ... __::, , _.... .. . , ,_ i .. - '.1, , , " "I " ` ., ,I z, -.... '. ::: ll,�� , . " � 11 - - , � ,.�./". '. ,, ,I z, ,. ,­,I ` ,.,.....,�_ .... ..__.....�, '. � "�.', ,,.. , 1..,./.. "'. ­.- - .,.-- 1,� ..:,-,..� __ -*,,' ,,,/" . " ..�:,::..�.- .., " - I � .. ,: .. _ ... ,.., . ... , �.. ......� �... .,�,..1,-I.:�.....:_ .,".,-.,.._ , ,�/ ,�". -, I . I - 11 ./.l I I/ " .......cc � 1-1 - . - , 1 ) 'e � " i ,. '!/�i � ,, , ­'. �................ -� -" ...... - ,'.- I'll..... - -.". _11..........,�"..��*..,�", � ­-, r1l I I. � el "1�:11,....... _��1�1-:��.�......I,,�...... _:0.,". , , , . , ,.��i � '.. ... ........ ­­.",­�,- _:��:��::�.::-, - �, _f, " �/.. ... ,. I�_............. .......�� .., . ,� 11 ", . �, � I � . .. . __--l.-l" ­ -_ - __ .�.',',-,,.:�:�,'�,.-�,-::�:�,�:', �;l I ,. _­ ,,.,�i,; � I.. '. , , I � . I .- ­:........_1 ,,, ", " " , I/,/ �,i . - - _ - _ ,, ... . .., ,­ "'�-�,/�/., ,­_ . I -,� _ .. , , � ` ... .1111, ,� _, ..--,. . - _�-, ,::��:�,,,­,�" �:­, .. ­...� -.1 .. - / ., ,. ,,�,, .:�,.- , � . -.......d.,:A - - _:_ I ­­11.1-.1-.....�....... / . , , . ............ ......� 1, ".. �,�,.. ,:' ii i �___ -- ,"",.,.'_,­`�, - �, _�: ., -.- -. '' , .,��* _ -', ., _� , / �. �...," �........."I ­. _11 �... , , __-,__._�_ " - , - .:- -]!,�: :- :__­� "'­'/� __ -1 ," , , " �'.'_'_-'�._:__,,""...."'."'. , , ,. ., ,.­"... .­­` . . ., � � .:­­:�.�"- �::...:,_,::,:,:­.......­-�,­��':,'�-.-.,'-.',�',',,'-*-,:..,��'��:-.�:-,:, - ..*:. , � ... I - "' " , **' ­ / ,.'.�,,., '_..,_.. ., .. . ". Y ,- ­ I.,­_. -....--, _....�� _. ____ ",'. ,�... ... - - ____ .":::11 "'..".., "I'll "' . "' * , , ., , " .. _ . I , � , _.__ - ....- ,: -. ...........�........... ..:.._.j....',,, .,_. ­­-- -...-- .., , I. -- ."", _11-.....4:__....1­11.1......­......� ",. ,/.. - , ", " ", __ , / I , ......� ...__ ­.......:.......... __... ....., __ -_11...__.. ,- ,-, � -'.' ��.,,Z, ,� ­ ..... " , �, ,. ,, ,� ", � p , X ,/` il J ,\mm, .......... ..... .z ..: .,�: _ ...._.......� ......._..��,�........:,.�"::::,-,-�,-'.,'.*�..__­:......�,:,.,��::::::�:.',.,-.�-:.',���'-,,,- I� __ ".. .- * , .. , ... . ......::.�_._- ­., ". _:__......._ .. ...., , , _ - -, ",.- I 1� "�, �..... __...�-, ,,," ",,,,,,,* , , � , , , -, X/ -.1.............�- ...1- , ", ____........ �., _.,._,...�....�........____ �............- _:-:�':':"/ . .. -- I /�I., : ..,'",- / , " .., � I ,� " .. ..... -1 ........� -,",-:/,"/...�,"'��-.�-, .­_ _, ., :: ::,.,:,, , _/ I�� .........­ ,_ ,�,� ,*," ,I i�, , : p 76,91 , _11.......� /_ ,_..,_-_l­­_ _:­.",­ .:�:­­­­ _ -�'� , -...�....-,.... �.. ...., ��'. ,� ... ,��::, ., ; : � �16U.4, , , .- , , � . ........­1....:".." -_ ....".........­­1...........�....... . , " , <, ..."I......I............I-, ,� ..."Z, �,.. ". /I e : I ,; .. ,� / �, ,­__ � � ...... ,. ...,�,:"'��'..­,�"::�:�::::::�:�:��::��:��z.:,-��,':::�:��-­,�-�,­�, : I I I' / / � : � j / 1. " �",,,*�,.-­__-, ,­:.,.­ ..,:-�.......�........_____,::!Z*,:: ..,........,"', - _ ­'_ ,�:.....,�. ... , I � � I I , Y., '' . , .� . _�, " - .. , 1 , �­,,,­, _­­­ ........ ..". ,-� ,. i. � . j � , " � ­ , / /,�........�....� -,,­-_I.-_ I -...�.I...... '...,-,, - ,__ , �­, .", , ., / : . ; - f p i - ; ., ­1 Z ,___*I,__J; ",..,i "/, - " ..:....:�::_,_.::�:: :� :��,-,:5,�,:, :,�', � ! i : i " i * / , -,- " I—­­­­-.11...__......... ., _� , ::� ," I� . I- _ - -1, ...... ..... -1,�.,l 1�'.<:.� ., ,: 1: I ,., � '. , ­ ,11. __.....I.I.-............. - ".,. '.,,�,� ... ,.­..... , "I, ": -, � , . . f i ; 1, li��a 6)�� ., l__._._..l il�I.... " ...". ..... ,.- ,__! ....�....... , . , , 1 1. ,1.__ , ,, . , , �.. ',,�, �_ , _.....I...­.­_ ......­,�.......'. I -"-I .­ , I -, 11 -, . ., ,, ____ - -__::�.......�:::�::­:���...­:.":,­"," ,,",­.........�"-': -. , ." , � ....�..._ ., - I- ____ I` - " , ! i / , 1; I -...­­..._.. ". ', .. ­-.-. �­­­11-1....- -.11, --,-,*� ... .... ..._ im; : 1, __ ­�, i .1 � ;l I . .. _ , , � . , 9"_� , ",I� """� _', ,�, .. . , I �/ � 'x.. .,_:':::::��,�.­z,.��::::.�. . � I I- 11 , I'll I� �, - ."I 1,�......I . : ; ! r , 1 .�­111.�� i I " ,�. .! , /.. ""­ ­ . ­.. �', " ...1.11......I- _ � I - , ­1.1­1111 _ � ; 4 ; 5 1 .11 .1 .., ! ., -�!..,-­,:,;�'..�,i. ", , -:1-1...__. . , �......-, I- ,.. I I . , , , �, ,._-,- _: ____......::p:�:_,.:::v:.......:..�...."/,x - -:.:,�.-:::_.::::::.:::.:E�. , >�,/,. I , 11 , ; � f ,,!,�,_/ �� i ,, " ` , � I , _ , , : .:,.. .1 _::_:.:_. . , .. � , . � � .. ., ,.. . , I - ....�.... ­, ,�, .�. " .., "'. � ...-_,.,". . �1_�,­_ 1� �,c ,� I__­l­.­._.............I—.. / t: ; i . , �� I— , � . ; 1 � i ,, � 1 j . f , - z ; ",i� � ..... ..._., ", :_":',,',,­/,',-".­1 _ .1 . , ,.�, - - _ -_ , � . � " /I ...... - -- - - � ___- �......�_- ��., - , I/ : � f i i i , -`i i 1 , j I 1 -1 - ",.,l.. ,.. �, '.1 , .,,_.. � ____ , , I � -...� ". .,f "i ; - , . 1 i - , - - *� ,..* *// ", - __" -,,�. I " /, � f !�, ..._::�::_-_:,-�*-*�,-_­..��.".�.".,���:.'-.,'.-..,-.',',.-,�..-,..".,�,, , � _.- - -_ " , . �, . � - i [ , , i � i " �.........:::* ",------------�........:::�­_- .. �' -._......___ �....... , �...�-.1-­­­_. ,. / 11 i � r 1/-." � .,. , I I .", .. I ,. � ; i � � c � I � i-... .......�..........__ ,`/"I /"'...". -, _­�:...:':,.-/ I ". . 1 ; '. .. 1 . i � � , � j � i 1 � I ;i -, ...��...11 '.. , ,"'.._........:� �::...::....... ,. I , ____­­­.......�.......___�"..- I. . ; .-�/. " ,, - I 1. .1 1� \1 " , I , , .,�.....�, _ .,, Ila 11 N 91,11, .........I...... ','. 1. 1, 1. ; , 4 1...I , � � 1 / ., i ; ; � i � 1 i .,.",­.......�........­.........�.....__.......I......I -.1�""." I"I., . . ..­.......... ........ .. . , . . - ­­., , I "I " . . � � 1 ; �i i i,., ,,�,, 'I, ., , .., .,, .... , -��_'._"_�... � ?� - . .." "'.1, -` .., ,. ;/I I ', i " ,i i,-.- - -- -.,,,--".'//,.."/.1�,.,,. �_'__ i,":, - .". ', .1 " I f , " � � / r / i �.., ,,, � �i i I.-- ".., ..........____ .1 " ,.':.._, ': , --- -_-.1, I I I I ., ". ., , . . i I i,_,_ ._, --/ * ,::'_,::.':ll­:7,",`­"I , �- \ _.- .1 , ". /,, i/ . / I i i i �1 " ,,. � / .I"i �� /,.,.. ......- -- .....::l­­'_­."", ��11 I,- //.::, . .I . , , / ..., **, / .. .1,j,, , -," ...� - - /, � . , ­.- 5 1 1 / 1* .; . ,,"., _....�................�... .1 ... / . , , 4 ,�, -/ ........:, . �...�..-..�...:..�,:.-.-,-,-,�':- ..�:::: - ,".-, I , / ,�,"..,,.-I_-"".I­::'I,:.,..." . IT \ I ..- / �.,, .b �...... � / f ,. ", . '.. ",/ . �, - __ ," :1., .. ':.../"',.,,;.,./.,..""... 11-11, ......11-- I . ., , , , , _,-..-,..,:,L:,.:o: I __-..._ . _l­.­. .... . , , , i,:,.�,:.. ,l ,� _­­:._, , "Vil,,- , , _1­111­1­111...111111-"'._-- - � -\ . . � ,/ , , ... I ij, t ,,* I I / � , , /1", /�,,,,,,///. .......�....... .. .......... .... ..". ... . , I - ., , ,-::�,�, ,.,,,,� -_ ­--,­ ,.1.1.,,, ,''/. . I , , , .. , , ,;'-m 61 i, 11 , ,,/. /" I , �., . - ., . .1 /.' X / , / .1, I ..,z I . .�,,','.., ../ ".",1 i�I._­....- . -_ '�.:w.:.'.,.:.::�........ ._ ...� I �� 11 __"­::��- ,- 1; \ 11 ......, I , I I I � , / I'__­....::::...�.�'�'_ . ,I _­.. .... .1.,.I 1;:.-, /1" :::�:�::_:::::�:L.- ...:� - .... . I I ! � ."Ill. l.. - .* ,­_""':�- -::�. _-_-:�:-_-_--:��'-�......I..._ , , .. I I ,, ,,,: X �� -, ,f�'.,. I/ .1 .....,--- / " . y �,,".,.,/�:////..'�,"",, "� � ::.. .......,.", ,� ,; , '.../ -.-.. I I::-.:::::..... I I 9/ . � ........,..�� f , 1 . . . /",,,, .- I " .. ... � �... ; ,. :,..": ........:� I �� i I 1 ;;, , . - ///;: '.", . .. - ­­ " ;;.i r f 1. . __ '_4 - / �� ; !., \ . ( :1 �i i i."/,,',,,­,­',--,, " 0�_......­­..._.111....­1....�... .... - I ... lo ;ll 11, \, " . � . ,., �. 1. 0, , .1 " . I I .. '`-,i,,I I.1,"- -, -"" ,..,/..� ., ,�/�' 1 . _1......�:­­­........_... .... ,..'_.__,- /.. -�i) , , ":.......�l I I . . t � ' ! ' ., ,,:'// ,/ ",., �// .. , . 6 , , i - , . ,� ; I � I , I. I I � - '. I - , �. ,. , . - -... , _ . I 1, 1, I : , � ff_/. , . ,,, ., " i .. i d, . �'. - �/IF � . ....... ", I - I 11 . � n ,141, e " : ,. " ;�ij,,i.�,,/ /,.'.. '.. ., , /, ,� . .. ,­­ .......�.`:,.-::­­­,­ ,�., �.... ........... �j j�;,.".i,,,, , -,. . I I __ I l�,� , I'll .... � , 54 1 1 1 ,. ,� ,." . / .�...," ".l../ , ./". ; ! ",/," .....,',/ . I -1- I- li�'!.'1��/,;/."',­_.-.../ � . 0102 al�1,�,", , I � I.,, .1. . 1./�,.`,;/,./."..." .,/*.I' "I I i ; .. _....... ... I "I ... ......I ;,"JI; g..;,. L , . , , , , , '. C. I . ...... ... ... r ", ., _­/I j... ; ...........I a - 'V,1�1,1�,," I \ - , 4 �...., , I � ; 1, " - . .. ,. : , . '' / -_ I ," I " , ; .. , , � II \ % � ,I , /,1/11-, �, e .1 I 1../�, , . i - ; I il,i .- ...... ,_.':........ ...,�...1- ...�,.../",",` -­ - 1. jjj�j,llljjmljjqmm , -, 1, I I ,,"f"I.,//i Z// . , , '. 1� -; ; "'.­-_ ,"..'...-.... ..�, �-....... ,,/­.i�,?/!/ :: z� - � 1. ��/ji"'l.",/;,/ ,,­::'L._,/, 1;,.1.. f J , ! i �.......�...._', ,,_.....­, ­ .........-, .". ,...."..,,;,`/ I I ,I ",,.,I/ I i fj ............I / , ( � , 0 , , � a - . I . � ,.� ,, . ..... �­ " ,....,/..ic ::,::�/ -) ', , ,,, ,;� �. . -z..., I, I I . .1".1"/,.,/ i i! 1 i � _'. , .,) ,,, ,�; i I 5­,':............�, ", �� /�/"i .1 , - , , � f .., , /, 1 J f 1 � f " ,­::..,--,,� J;l ,,� __ ,_11-1-l"'!,.,.,­ :..--", , 7 (52 11 1 , / � I � i : ',,/,".-,, , � '." ,� ,. ­_- �...­ ,l/'l., " ""/,./"..,,__- , , -_ I , ... � , ,., , , , " . . :, I I - , ! ., � .,,, , .11 -....:,�:,_�: :,:, ::�::�,_­,', ..�'. "'e". !. , , 1 : � i . " _ , /� . �, . I ... ,_ ...... ,, I..; I I , � - .- _ �, , / , .1 - -, .." ,_­ __ ­_­. . , I I " , - J . 1 1 : i, f, ,. ,,,-". ," , ,- ..._:�....._" _. " , , ,��,j,'�­� I 11 I ,-, , � , _=:, I——..... ­...,,I/.. �I/,,"/I .... � � o _,," / , ,; : 5 � � �,,,,, - �-" ............. -­ '. , /"'/.,, . ,_ " 1- , �.- ...I.. - j./� '/A`�,.., -_ - :1, �i ., ; � i i I I , ��:,-"I ,,,, , , , , 11 "I --- I , �­_­­­­­­ �...�_­­.­..... ".., , .., , I.:','.:: I �__, -1.- I'll " //. , F��i�",;",,".",.,1-1_11.1-........�� ..., � , I Ic ­ I-- �....�..........*......�..,.,/ .. ,�,i , , �.:�:�:��:::--.-�.--:::::��,.,.�...":.�-:...�-,-�:-__-'j. �r'.-,l , , , N - I ,­,", ,- , � .1 _. ........� _ -/..,,:..,..__.�_ .1 ­ "......1.�........ "� ,. .. . �li, f�,,,­- ,:�,.:­.", - :::­.--1_............/+, . ,�/ �. .- __ I- I, I�­­- -,,-,"_­I.`//,1 1 1 1 1��i i......:' - ,,,�, �.- ""�, _--l.­..l.l./.,,,'i;i I,,,,/, ...�. . - cI 1� ... ...I .1,- ," ...... .... , , ,::.:--,_­ -.. ...... - _. , ..i," , o L �"I..- ""I, 11 I , :. ..... ,, � - , ,, r, ./ I �8 �", , 11 ., '. .. - .. i ,�i!I:�3 I:, ..._......__ ­1­11,11-1- I, : .; I ,li . 11, , ",. "..,e.....�........... "',/, 1,;1.J i.i i,e,<- -'�.��:�:......... �.....:­____ �� ; i i;,.� , , , - I I",",..", ­11, - , .+,"�!,5; .......... ...�:__1............,.......�... ­­. . .Vi- ! I " ,I.1 1� I � '.. -........ ., 1 i,";i;'..�, ,"'.. - , __.,.__.._.,f... .. .1 i"',.,, ..........A........_�:�, �, . !/ 1� ; - .. �,! 1 1, . , ". . .. . ��:�:,::::::_:­�: --_:..", . __" � �l I ,�1 1.", ... ...­.... .. , ,�i i�i,i,,i,",_."" I ........ / :- Ll_ll� " _:- ;- �"i��� . __­'... " _-, -­:....- i � 1,1,�! p ��,,, 1 i�t� � j ........�........ , .1 ­1­1...I- - 11.11 , .... q�il:;:W�V',�, -_­­ ,�.... ..I— b I .. -­ ., . ......... " �L ,­. I �� E 8. 11 - I i I� !I—. ... , _� ::---____ I. .::I:�)1 !�" . i i ........I—- - 'I,�a�w4-­ ­ " �Z.- I 4 ;L:. ,"-,/.:z;�!��1--�- ,z:_E,-. ,.- � ­__ .- ,� I I .1 .1 1. 11 L ��.:,:,��,.,.,. -�./i:i i;1��� � .1 I I-_I... �­',"`........�,��:�.---..,-,,- ; i,'J -:, . I �­; ;:1, 1/1�z I'�": i i....- _______+__ . I.... i. - - , � . , I I - � I;.;;.,, .__.......��1. 1� /): I , - . _-......�,-.1 I .I � .L I� SEE SHEETS 22&23 i.- 9 TACKIFIER (�� PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS . 40 20 0 40 so 120 L I .R I AND HIGHER SIDE OF TERRACE DRAIN 6-- mimmala 1., @ IRRIGATED HYDROSEED WITH BINDER AND MULCH �� -1! GRAPHIC SCALE 1"= 40' N I cl Ic (�� SILT FENCE I I �l . .1 REVISIONS APPRV DATE J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS L. ARK: - THESE PLANS HAVE BEEN REVIEWED FOR SEAL: "'L ELEVATION: 1400.873(NGVD 29) DIG ALEPT L2ASKOUTHPSO TEqDRIVE-SUITE 275 SHEET E FORE T!N .L IL.L COMPLIANCE WITH THE APPROPRIATE ESSIF CA 26". ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE 3�a RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 4 F��Jh 949..1I..7.7 PRIOR TO.CONSTRUCTION. 20 .1 6 DESCRIPTION:2.7 MILES NORTHEAST ALONG I MASS GRADING PLAN OF �. ­ CITY AND STATE LAWS,AND A PERMIT - UNAUTHORIZED CHANGES: a .1�� RAILROAD CANYON ROAD FROM THE CALL I -_ CAN BE ISSUED. BARRY J.COWAN ENGINEERING COMPANY Ockengin-in.­ CAUTIO I __- FOR 1.a- TERSECTION OF RAILROAD CANYON ROAD � -R�­id.S.�LubObi,w-B,k,,fidd-S,m,,�-Phm,&.�c�n N:THE ENGINEER PREPARING THESE PLANS WILL NOT BE � " -c, IN 29 2- BEFORE � 0-, Sa.Di,go - AND STATE HIGHWAY 71,122.0 FEET ,No. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 . .. I _., I / ...1�1'. , ".." I � . , _ - - .1 � ­­ . .." � 11 wl/ .1.� I \ ; I � . , \ . , . , , ,� I ..I 1. 11 I - , � � - . � 1. ., I \ , 1, I �, / \"I ,, , , . ...� -1, . % '.", ..� "I - . I I , . ­ " / ". . ­ 1. .1 .... % .111 11 E z; NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG, . � PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I I 0 Exp.- BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 .1 I,I" 6.0 FEET SOUTHWEST OF OWER POLE # - I .�lb/I 5 � I . - * RTHEAST OF A I I - - aL .. VIL , FILE NO. I­ 1853732E,1.0 FEET NO 1-800-227-2600 - - c.ALLISON RCE N0.45448 DATE -z/xv i SCAL�: SHEET SPECIFIC I 7.1' ARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECK lb,� 0 C, EROSION CONTROL - a 6,". TOP OF CONRETE POST E-14-70. GNED BY: DRAWN BY: BE CITY ENGINEER 16�. Y� C BARRY Jf CAAN,RCE No.C46568 Exp.Date DATE , I ___u M I CUP at bast 2 working doY6 prior to excavating. IOES. I . I " 6 613ohr 02/0 -1 I � - - . I . I ,e&-,,a-�,a1*,-Va-.(�?0�8e,j__ 7s"s . I I � _____-- __---__---------------------------------- ___ __ ___ SEE LEGEND: EROSION CONTROL SHEET 19 R 0 CKS, FIBER ROLL SUBDIVISION BOUNDARY 31C ° t .' } 64 114 TACKIFIER X } ! t I t I T uJP IRRIGATED HYDROSEED WITH , BINDER AND MULCH r1 SILT FENCE - ' 5=t GRAVEL BAGS OOOOOOOOODDOOOOD ....:` - 5 ' a / a TT'Rt �a p STABILIZED CONSTRUCTION ENTRANCE/EXIT [SENSE C?' ... ) VFt, A.IDh sn:.;, i,r, ,�^5. rsez s 7 r r r :i •/ 'ET f 1 \ b S. i r 100 YR INUNDATION LIMI 5 A Tt 2'.� - t ..\ �.,y : J j t 5 _ I 1 Np6 f I ..... \.`. i .. _ 1 . ri 4 u/ ra t4 f X ti y; i4 10 `; r'.. X y raJz a> ;� J r 5 \ J Ism r (r. a. f I { N r . : r ' X r I i I / f,34d. f ,.3rrs „O". '` .., .I - ,I W Lu cn J . { Q 4 a 2 , N 54 50 5 / r r s , ��: _. •r w� _ r X i.. I I I n'i I r I,F:M>E:: JFGET;,T10y �J / ! ; j r qS— 01 o f / n r ,' � 1327 f / f%• �, -f is 54 - .jY19.4)( J / DENSE. xum . ut o O ' VEGETATIONS Co Lo n : c n t yet ``t_ ✓a r ,x. �� t i � 50 I X/ \;? _ \ i r s e� CONSTRUCTION NOTES SEE SHEETS 24&25 E o 50 TACKIFIER 53 GRAVEL BAGS - 40 20 0 40 80 120 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS - - 52 SILT FENCE AND HIGHER SIDE OF TERRACE DRAIN GRAPHIC SCALE 1" 40' y = BENCH MARK DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUTHPOINTEDRIVE-SUITE275 J-14905 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ZU L ELEVATION: 1400.873(NGVD 29) COMPLIANCE WITH THE APPROPRIATE ESA LAKE FOREST,CA 926sG ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S 1 N O R E ° RIVERSIDE COUNTY DESIGNATION:E-14-70 o CONDITIONS OF DEVELOPMENT AND/ORY • 949.588.0707 PRIOR TO CONSTRUCTION. 21 ° DESCRIPTION:2.7 MILES NORTHEAST ALONG e CITY AND STATE LAWS,AND A PERMIT y (FAx)949.saE.a7o9 i MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE - y ENGINEERING COMPANY rickeaei�eedne.com UNAUTHORIZED CHANGES CALL CAN BE ISSUED. c, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 m°o INTERSECTION OF RAILROAD CANYON ROAD orange San Diego-Riveraida-San Luis Obis gakersfie!d-sa°ameem-rn«:,�,mc�� CANYON HILLS PHASE 8 c m AND STATE HIGHWAY 71,122.0 FEET BEFORE Ip, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE N NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! n * » PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 a: 6.0 FEET SOUTHWEST OF OWER POLE �JC..C. �� �2-Z�t E"P' BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 38117 & 38118 FILE N0. e < '1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CHECKED WALTER E.ALLISON RCE No.45448 DATE '�ql�, CIVIL �! /!__ a�M� � L�$o�5 O 1 2p$ SCALE: SHEET SPECIFIC �7 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT OF CAIY •�a�`ML EROSION CONTROL _ - o i TOP OF CONRETE POST E-14-70. Call at bast 2 working days Drior to excavating. DESIGNED BY: DRAWN BY: BY: CITY ENGINEER BARRY J. OW N,RCE No.C46568 Exp.Date DATE DATE: SEE SHEETS 19&20 -Ft Ei�'i �� ���`�'"� ti r• � i,r fila (, •_) 9 �`,;. iir �«, .• , � - n r i - 1454 .H C 54 50 - '.1453 I °I i 54 z 50 Np� 51 imp F F x CA �, co M ;;U`r ,-` o a N ITT t F—L! t' , Z m i/ w � ui 51 51 z a � � t �� 53 •:d rt .. �. 9r ` i — s SA' _ - ------ TABLE _ - DISTANCE PER _ "A'ON 7980 9449 -, SHEET 6 (TYP) i ggA'1 53 PVT z - - o y i 5- 1 - so o - So 5 a oV s1 53 'ems EASEME 53 53 �' �------ 1 I dFw 5 E 10 o. 1495 W LEGEND: EROSION CONTROL �o CONSTRUCTION__NOTES_ 53 GRAVEL BAGS SEE SHEETS 25 &26 E o 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS FIBER ROLL FK IRRIGATED HYDROSEED WITH -- GRAVEL BAGS aacooa0000m0000 S 40 20 o ao so o BINDER AND MULCH m 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH AND HIGHER SIDE OF TERRACE DRAIN _ — SUBDIVISION BOUNDARY —— SILT FENCE --s— STABILIZED CONSTRUCTION o GRAPHIC SCALE 1"= 40' TACKIFIER ENTRANCE/EXIT H om BENCH MARK J-14905C CAUTION;LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED,FOR SEAL: 2SOUTH POINTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACT03 CITY OF LAKE E L S I N O R E SHEET r� ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE YgOFESS1pHA LAKE FOREST,cn 9263o PRIOR TO CONSTRUCTION. 22 RIVERSIDE COUNTY DESIGNATION:E-14-70 x CONDITIONS OF DEVELOPMENT AND/OR 9a9.sea.o7o7 DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT �y�, (FAX)949.588.0709 UNAUTHORIZED CHANGES: MASS GRADING PLAN OF � RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY Hckengineering.com 29 CAL1. CAN BE ISSUED. �, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR o INTERSECTION OF RAILROAD CANYON ROAD W P 0—ge San Diego-RWerside San Luis Obispo-Bakersfield Sacramento-Ph-1.-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET ��� -BEFORE No. 46568 CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, You olcl * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o� 6.0 FEET SOUTHWEST OF OWER POLE - Z�2�/1 �• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 - („�wQ (,,�j�_ ! f _ L FILE N0. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 WALTER E.ALLISON RCE No.45448 DATE sr4ff CIVIL �! /� Q �M 6/3e%FS SCALE: SHEET SPECIFIC EROSION CONTROL _MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED 8Y: DRAWN BY: CHECKED OF CALIF BARRY J. OW N,RCE No.C46568 Exp.Date DATE DATE: o oN' TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: CITY ENGINEER SEE SHEET20 LEGEND: EROSION CONTROL {.(f-^'" 51 - FIBER ROLL FR IRRIGATED HYDROSEED WITH GRAVEL BAGS o00000000coaomo ___ BINDER AND MULCH 54 r SUBDIVISION BOUNDARY SILT FENCE r ■ u STABILIZED CONSTRUCTION TACKIFIER Irry1 ENTRANCE/EXIT 5 t - / !'5 � 7 y« , : . �" , 5 p l� v y /SLr9 1 3 slid � lj,�r y / rm 7 a i J746F 4 45,0 ASPH X m I a46845z a 1 145 y. .., ,J/ ;'�+ ://II I//........ ". %J 4574 14530 ! `. X ! J� ` m �.. m / ",. 52 / �r l5 t/1 'Y. r4saX -ii m <`' 54 rase N / 14,6 �V: r /." 9Q? 449 h . .9.6g 1'G ~`"`, %4ss.� X X , it/�!, 4 5 I J \ J/ �.a ' \. ✓��r 1 r < _\ 50 1 >':1 .\ w i X .4 7'`,-;J^-." \ �. .f/, 5 ASP 1419.8 . 14+ r, Ash F': / /j 'OI,53 X4549 X *� :.,`` e*a..W -+,r ', /(' , t .4695 / j I/ fir! XG/a. X14/as � jfij�1 ar scrr `" / X F' X Xz Z , / I k �S�r je4r - 8 .,a4.s y > Oro r Y(/ X7 r !475.7 e X4 oaG A'. wy f ~T r r ,'455 r n . »���.��,r l / '45z1 Y X Xr47,5.G 1481.c ,..: ,r ' !4rg. A� 53 / i /,fi r I Jr/ r45z! ACCESS/UTIL e� I o /mod` ```` iau�Gi h410 J i/ 4s v 51 (d7C5 I' o 14,9 ar ^ CONSTRUCTION NOTES _ U GRAVEL sacs SEE SHEET 26 €0 8O TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS 40 20 0 ao eo 120 - 3 `" 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH AND HIGHER SIDE OF TERRACE DRAIN - GRAPHIC SCALE 1"= 40' �+ _m 0 52 SILT FENCE 0 a BENCH MA R K I REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH PO TE DRIVE-SUITE 275 d-I4905C CAUTION:LOCATION AND SHISTINBEUTIL ITIES ON THESE PLANS TIED BY CONTRACTOR CITY OF LAKE E L S I N O R E ELEVATION: 1400.873(NGVO 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATEARE SHEET FESSlO, / LAKEF CA 92630 PRIOR TO CONSTRUCTION. 23 RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707.0707 N DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT ,�$� `y (FAX)949.588.0709 MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE �, ENOINEERINOCOMPANv .;�ke„a;,,we.;ne,°om UNAUTHORIZED CHANGES. FOR CALL CAN BE ISSUED. BA J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 29 1. o INTERSECTION OF RAILROAD CANYON ROAD W orange San D;ego-Rl—ide-San Lu6 Obi,o Bd—field-Sattamenro-Phoen&-Tucson U AND STATE HIGHWAY 71,122.0 FEET N\, BEFORE No. 46568 A RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS a ExE. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. m o� 6.0 FEET SOUTHWEST OF OWER POLE - (�d �� h'J�1 S V T T M # 36117 & 36118 FILE N0. m, < "1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 J) CIVIL R MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED WALTER E.ALLISON RCE No.45448 DATE 4lF pQ. S 02IDL SCALE: SHEET SPECIFIC TOP OF CONRETE POST E-14-70. Call at least 2 workln days prior to excavatin DESIGNED 8Y: DRAWN BY: By; CITY ENGINEER OF cA�yF EROSION CONTROL _ o « g y p g. BARRY J. W ,RCE No.C46568 Exp.Date DATE DATE: tie .d f,—c4ppea ie° SIBS LEGEND: EROSION CONTROL �4 / SEES T 2 / / :�� - FIBER ROLL370 SUBDIVISION BOUNDARY Y TACKIFIER r IRRIGATED HYDROSEED WITH ! - r` BINDER AND MULCH 51 SILT FENCE M M p .......! r / f , J r SCATTERED •. GRAVEL BAGS a00000000c000000 ��.../l ;� � r ,;,. � •,, _ ��J f,.,;r-,:,. t//i 3•?1S`L \ � - r DENSE r. / ' 7w :1 J / VEGETATION STABILIZED CONSTRUCTION ENTRANCE/EXIT40,.' / ,j/ /,/ ,t� / r / 'l � �:r /�� .�t t / � �.E 50 :;, �� 51 p,r•k, �j 5 0 _ t i 4 �1 T,r ,77 : 13n i i r" 5 • r' 1 r 5 X / f":✓ / J i w* �/r . FEWD 2 CH r/ r l W. A 4 r i ` i X rr('/ c`"' 100-YR INUNDATION LIMITS ,X N Lu r / , r ,Ai f / :{ .,.� / / / /: II 1395 X ! 89 DENS,.­ i( 50 R X/ /'.Lu..TATIGN W Lu .,/ N r T / ~`': y / "C L i I. I .,: x /• .... .. s / <J - 54go :,tt ..... .,,. / ,i X •/: ,.,r v„- 'sir :J3C75 X MONO` tii t Si '' 19 m� 54 -Y I. Q Y a : Xr �46lgiioiii°.giuq(ua1� r / : p n, ro 'J a ; a , I S.�TiFREC 5 J W(L - cc CO LO X 0 11 r 15 L r S <, 10 : CONSTRUCTION NOTES SEE SHEETS 27&28 Z. 50 TACKIFIER 53. GRAVEL BAGS qa zo o qo so 120 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS 52 SILT FENCE AND HIGHER SIDE OF.TERRACE DRAIN GRAPHIC SCALE 1"= 40' y TIES ON THESE PLANS BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2SOUTHPOINTE DRIVE-SUIll 275 -iggOSC ARETAPPROXIMATE AND SHION:LOCATION OF IALLNBEUVERIIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ES51 TAKE FOREST,CA 9263o RIVERSIDE COUNTY DESIGNATION:E-14-70 0 CONDITIONS OF DEVELOPMENT AND/OR / @a9saa.mo7 PRIOR TO CONSTRUCTION. 24 a DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT MASS GRADING PLAN OF v RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY rickengineering.com UNAUTHORIZED CHANGES: CALL CAN BE ISSUED. BARRY J.COWAN S CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 m o IN OF RAILROAD CANYON ROAD W Orange San Diego-Riverside San Luis Obis eekersfiekl-So—em-Phoenk-Tucson AND STATE HIGHWAY 71,122.0 FEET �� BEFORE No. 46568 m pn RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 c N NORTHWEST OF RAILROAD CANYON ROAD, YOU mcI - Z * PREPARED UNDER THE DIRECTION OF: _ PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED- SHEETS 6.0 FEET SOUTHWEST OF OWER POLE - f �Z, '• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 36118 �,JJ G•.�, 7/IS FILE N0. -1853732E,1.0 FEET NORTHEAST OF A UNDERGROUND 27-2600E ALERT CHECKED WALTER E.ALLISON RCE No.45448 DATE ,/tE, CIVIL ? /1 _ 6/Sa�/S OLlOZttviS SCALE: SHEET SPECIFIC t7 MARKER POST,A BRASS DISK SET M THE DESIGNED BY: DRAWN BY: OF CAIt �.:G/1.�tg EROSION CONTROL _ 8 N TOP OF CONRETE POST E-14-70. Ca at least 2 working days prior to excavating, BY: CITY ENGINEER BARRY J. OW N,RCE No.C46568 Exp.Date DATE DATE: 1p+v�tnd c�•ppv - -Sc�S SEE SHEETS 21 &22 53 � 61 50 ; a � ✓0� � I� � � � ' ��6 W v '96 50 740 u= 7yp4 1�� ��'tl 51 i l 50 140 (� G3 50 n ti m N 6� ". \ 0 1 � � �' / �� UJI 51 53�� � I Z / o °� N W i m pp w ( I I 50 i 54 c "-"_" -,�. Frfi ,�" 9�;, �<: .� ter="" ✓E,.��?L�, t rw ��,Hi w � �� /� I�LI fi' 1 t Lu 10( o 50 5 ,rX.... .'w.,, - 9 '�11 � _ ".r, I'✓r � �r��iI I� �;�`H yr "�'C �`�,_ -� Lu 54 ......... ........ .... n, " �: 500 N+ N.�?L"'" .,•.<Y ..;,.✓ ....F „.�, ._............�. Sk �.a i,;}' I'I( �i��. r t'-T.4" ,ti ' a c d E 1ti+7 i � #•, � � + ,, c n ".. ;. �.. �� "......... �....:... .. 0....: ox CONSTRUCTION NOTES ss GRAVEL BAGS SEE SHEETS 28&29 E 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS FIBER ROLL FK IRRIGATED HYDROSEED WITH GRAVEL BAGS o00000000cc00000 AND HIGHER SIDE OF TERRACE DRAIN 40 20 0 4o so 120 - ___ BINDER AND MULCH SUBDIVISION BOUNDARY STABILIZED CONSTRUCTION o 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH SILT FENCE '�—'—�—� ENTRANCE/EXIT 52 SILT FENCE - GRAPHIC SCALE 1"= 40' TACKIFIER y a REVISIONS APPRV DATE ENTRANCE/EXIT CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS- B BENCH C H MARK THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH POINTE DRIVE-SU" Y75 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E SHEET C9 ELEVATION: 1400.873(NGVD 29) DIG ALERT _ COMPLIANCE WITH THE APPROPRIATE �OFEmssl • 111EFOREST,cA 9z63o PRIOR TO CONSTRUCTION. ZS - RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR y 9a9saa.o7o7 N DESCRIPTION:2.7 MILES NORTHEAST ALONG '— CITY AND STATE LAWS,AND A PERMIT (FA%)949.588.0709 , MASS GRADING PLAN OF m'wv RAILROAD CANYON ROAD FROM THE H ENGINEERING COMPANY r;ckeneloeerine.=dm UNAUTHORIZED CHANGES FOR CALL CAN BE ISSUED. a; BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 29 21; INTERSECTION OF RAILROAD CANYON ROAD W A D,aaee 5a,D;ego-ames;de-Sao Lum Obim eakeenreld-saeamearo.rnae"�-na:o" t o AND STATE HIGHWAY 71,122.0 FEET BEFORE - No. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 co NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! * ,F PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6 0 FEET SOUTHWEST OF OWER POLER � A, %7 I BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 FILE NO. °1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CHECKED WALTER E.ALLISON RCE No.45448 DATE J?dlf CIVIL �? n - Q 6�JO 1�5 OZ�,L�LO�s SCALE: SHEET SPECIFIC 7 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN 8Y: OF CAUL '�o�^N EROSION CONTROL _ - o N TOP OF CONRETE POST.E Cah at least 2 worKing days prior to excavating. pp BY: CITY ENGINEER BARRY J. 0 AN,RCE No.C46568 Exp.Date DATE DATE: SEE SHEET 22 &23 LEGEND: EROSION CONTROL FIBER ROLL FR IRRIGATED HYDROSEED WITH GRAVEL BAGS 000moom�000000 54 1495�— P --\ BINDER AND MULCH SUBDIVISION BOUNDARY STABILIZED CONSTRUCTION \ SILT FENCE —"—"— —TACKIFIER ENTRANCE/EXIT ` \.. 461.5 59 A 7y� Ie.1 � `ria3 t5:; 14Ai, Y so Asa` 47 `\ v, \ r 50 i 14F.0..9 F/ 050 /, --1493-- Ii'04 ti�a x !f�x { /1492 \, y 149 / / laapd / ! 14 x / Jf 4557 ' v / m 1q9 50 ax7 r X J4a5 m �f 14/ m N / / / r � A, 54 53 � C N f//c 74da.4 art d`' j� ��I`i f r � r ; jy A " V' �// r. / \ w51 I n .. 53 , rx� r �y I? 149, ate,, r `. CONSTRUCTION NOTES\ s3 GRAVEL BAGS SEE SHEET 29 E 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS 40 20 0 40 BO 120 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH GRAPHIC SCALE 1"= 40' , 52 SILT FENCE 8m BENCH MARK* REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEALS 2SOUTHPowTEDRIVE SUITE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N 0 R E ELEVATION: 1400.873(NGVD 29) COMPLIANCE WITH THE APPROPRIATE FESSI . LAKE FOREST,CA 92650 RIVERSIDE COUNTY DESIGNATION:E-14-70 CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. 26 oM DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT <y (FAx)9a9s88.mo9 MASS GRADING PLAN OF e RAILROAD CANYON ROAD FROM THE ,., %' ENGINEERING COMPANY rickengi,ee,ing.c— UNAUTHORIZED CHANGES om INTERSECTION OF RAILROAD CANYON ROAD CALL CAN BE ISSUED. ¢ BARRY J.COWAN 0—'. San S.—isobi.po BA-field-Sa1:ame�1 Pnoe�i.-mason CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 �g„ AND STATE HIGHWAY 71,122.0 FEET BEFORE No, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 -o NORTHWEST OF RAILROAD CANYON ROAD, mu'mci ^ �� * PREPARED.UNDER THE DIRECTION OF: PLANS, ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 c`u 6 0 FEET SOUTHWEST OF OWER POLE �/ E EXP. BY THE PREPARER Of THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 �` �7 CIVIL ! /�,�� �� FILE N0. w1853732E,1.0 FEET NORTHEAST OF A UNDERGROUND SERVICE ALERT CHECKED WALTER E.ALLISON RCE N0.45448 DATE! �41f pQ.� '�av:.c� q Li4,.u.� `�30�IS oZ eL SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE OF CAVE EROSION CONTROL o i TOP OF CONRETE POST E-14-70. Call at bast 2 workin da g rior To exoavatln. DESIGNED BY: DRAWN BY: gy; CITY ENGINEER a 0 Y D 9 BARRY J. OW N,RCE No.C46568 Exp.Date DATE DATE: LEGEND: EROSION CONTROL SEE SHEET24 I " / �� SEDimENT , ',""�(�-;,-,I�.i-;.'-.-.�(1.i1'i--i-I,�;ii�"c,,�.,.A-,,:.m�,,ii,.�'.,.,-..."".;.-�-*", �-'I;.'f'�1�*—).�i.j.�."'1i),...I/.1�.'�,�1-'.,.,.111'..l\l"", FIBER ROLL PK k ,.,�'� r /q' BASIN F /, ` ,s .s ' x SUBDIVISION.BOUNDARY ——— '/ r' y �5 - �' � A^^ fP � / P I ^ T yh-': TACKIFIER - < r - r Dta - C 'i h IRRIGATED HYDROSEED WITH `"'"Y \Z ,_a t� !/ j BINDER AND MULCH •-� - i Pla'_ > ' ' SILT FENCE ea----w x— ,, bC i e I,x.TI'}N ✓r '`�s,aj r aE^ Iz GRAVEL BAGS - r� t.z' r t�` 53 ooaw000ee000000 '7 X v / ` I. STABILIZED CONSTRUCTION ENTRANCE/EXIT r r'' I 50 5 / / ,�\ x` i 50 J f 13iti4s .tl<./c f ''n..E-' S / f / Ht2USlf ,:: 1 \\ r_ , , u .' r �J' .v .-.....�. v °-tt w �`./'.jam,f; .,`1 s .� / 1 't \ } \ \t Y t ; .r ra r' ♦ ,w .E f ....,.5.,. ..� . t t, 99 ,,. y a \ \ ti , , f iE l \ 4h ...tiwY.. .1""�-.,,�,r" /. �'".,, " \ fit' ,� ``� 1 v / j„' X ' r fTr s ' L X 54 ,`*.,, " a _ a I ,.r?' X / f3,J.> ,': �, .y .. ... 1sNJ ::h % Q /!./ t ` f : .,. ., 4 ,fix a i ��..�-�t 4'' o 7 " C^'� �UmwW I--"�-..::-.''-1-''.-1�..--�,-,-1:1-.='--,....�-1L.-.-�-"-..':...'.�,-!:,-.-.-,--..:..-.�o.�--l"m-',-.-.-".-.....".-...'.--..:--'-.��..".---I�—,.�"":;.�..�-...-�.,.�:�. x J ., i.••"r ��___ . `--... fa93.5 f..C3..?. 'Y%`;r ...:mx.+ -•-_ .. :. ... X _ .. - Y l: x .-- ., _ _ .,. fi : .. '.. s 4: .. N - '-_ ».:,..1., .�- ... f ,...r ... ... - .. .. ...p 'J "...... ... ... .. ..... 1 l 1 ~`.. r ,:n x `\ W e1 / - .,. sae _ fn ..: r�'}�t .... ...� _ - .. ..F ... Q SS 4 _ r5'J . ... .. .. .. _. .. .._ �} - "- �- r,...-'_ e'en'" f`�'9' _. __" fa.. .. _ ^.,- .. ..^.. .. __ '.... .... .. ... .. �...... .. .. .... ..G ..e..•--.:c ..._..�._ 5� �� '�`-yam ~ll:�, u.. .. 3�l< _ - 4 ... �� _ 3 . A -- — - - - . _..__.._, _ _ _ _ r _ _ ,- - __ i ; - -.J' ...._ - �E - - - _,— YD- 35. ._ r � m / S- —� . l 3 1 (} +JLALI 1340d -_ r.:kb:._, ,I —_ ?-i53.1 I - ._..- x .... _ - _- ..'373 x X'.__ ...ac,-__ - . , .,� - r. 5 __. #.,tr ._.- -3f _ -.---. . �. �� X sc .X f r a., ..f-2 -_ ., .. t-v _-. _. _ CA _. _ -_ ___ - -}' -- __ - t -.. - _ _ _ 7� �_..---:_' . a - _ X --- w_ _.o,. _ , ...-,. 13.{4.t m. . -' _. -- .,...... ............_...-..........1 i31�' 13 ` n _ .... _..c. .. ..._.. - 3 ?� .P. .. ...35.-�... .. _ 0 .. .._ .. .I .__•.«.. _ __. .. 9a9 .. .... ....— ... ... ., .S .. ---4.... .. r r - .... ,... .. .. -y .. .; .-.. ..... X.. l x r 4r y.. ! m : ... , . _. ,_.. -i 3 .. .1: . . _... /.... :E / ... , .. , i Y4 iS 9 yL',' P ,. .. - r .- J ..- + ,mom.....,. . .. 38Q \ ..... .. : , . . :- r¢ \�X r4 ..... �:. x._.... _... ... ' r _. RQ o /:u 7 ... .:..,. �" 7C \ 13 . o _._.:: r N `/ , r. ,.. 40 -.... e. .>K... ;r.: .... t.: .... 7 ._._.._..___-:...� 1380 ........" .. \. Alp' o I ^.. \.. -x CIE -;'. : , .:, 4" E a ...-_..7b 1I'll r ; ._.... 'a /.': , _ \ r¢¢Q \ m 1!0' ..._ y'" _a. - ti 0 :. CONSTRUCTION NOTES €. 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY IO'CONTOURS 40 20 0 4o eo 120 I. AND HIGHER SIDE OF TERRACE DRAIN - 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH GRAPHIC SCALE 1"= 40' 52 SILT.FENCE BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH POINTS DRIVE-SUITE 275 J-t 49os CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET o a ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE E551 LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E - RIVERSIDE COUNTY DESIGNATION:E-14-70 n CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 27 949.588.0707 FAX 949.588.0709 MASS GRADING PLAN ,„ DESCRIPTION:2.7 MILES NORTHEAST ALONG o CITY AND STATE LAWS,AND A PERMIT `yam ( ) UNAUTFIORIZED CHANGES, OF e RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY ricken gineering.com . CALL CAN BE ISSUED. �, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 o INTERSECTION OF RAILROAD CANYON ROAD W m orae a San Diego-Riverside-San Luis Obis Bakersfield-Savamento-Phcen&-Tucson - - m AND STATE HIGHWAY 71,122.0 FEET , BEFORE No. 46568 m g °� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 ,E S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! * ,F PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS - 6.0 FEET SOUTHWEST OF OWER POLE - A • BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 38117 & 38118 z 27 (S FILE NO. e Ia •ARKER 2E, T,FEET NORTHEAST OF A 1-800-227-2600 �. .CIVIL ! 9 MARKER POST,A BRASS DISK SET IN THE WALTER E.ALLISON RCE No.45448 DATE 4T h q.GA„p v� G1ft1�/$ 0�02(W—s SCALE: SHEET SPECIFIC „ TOP OF CONRETE POST E-14-70. CaIllaat DaRGROIINDaaSSRVoCEo ALERTn DESIGNED BY: DRAWN BY: CHECBY: CITY ENGINEER P OF CAO EROSION CONTROL _ R o,Q g y p g. BARRY J 0 AN,RCE No.C46568 Exp.Date DATE DATE: ' ,C6rd+ j Gf7 p -^SC6S .. - - - _ SEE SHEETS 24&25 l r o x_ 1375 51J .,y„r .r 50 m '.53 / 53 N' , a A e L6� r 54 53 ; 54 .. X 54 � r' F. 53 - C.) � m b N m t— �x w Lu m /51 �- O � O w 5D 50 I w ti � wti o ti ti t - 6 :.. ' ,10 a 1 _.. .._.._ . __Q G al :.-ES-.. 133.E-9 ikt:�? rl r. 0=— — -41 O]srso k.,..3 -,� vA t.- ..,,.Y _ _.._..-... .... .. � ,..9..4 Y74S,7 :. --..w:__-_:..�F��. -' r r -- - l -- - —� ;,c,� - .....�... _ - - ... - - --r�to e" _ XF . N — 1415TI—_. c �. ... - w O ..'..,,\ '... \. - �( .: li.,rvv i � .. r ,.. _.<_.,,,. .44,?.1 .� .. ... y.. _- x _t ace ��... ,. '. .. ,� ,- r;... ...-..... _ -�. ....... .-_....... ........ 4 � l.Q4.4 - A. n : - - 24 ugg? m� \ .. ......_ r : LEGEND: EROSION CONTROL ~.-;_. :. ��. h a Y C O N S T R U"C T 1O N NOTES 53 GRAVEL BAGS FIBER ROLL -FR IRRIGATED HYDROSEED WITH GRAVEL BAGS m00000000000000 BINDER AND MULCH E o 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY 10'CONTOURS SUBDIVISION BOUNDARY ——— ao 20 0 40 80 120 m m$ AND HIGHER SIDE OF TERRACE DRAIN SILT FENCE �a--e�� STABILIZED CONSTRUCTION :- 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT TACKIFIER ENTRANCE/EXIT o + 52 SILT FENCE GRAPHIC SCALE 1"= 40' y o% REVISIONS - APPRV DATE d-i 49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 2 SOUTH EST!rl DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL 8E VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N 0 R E SHEET "O ELEVATION: 1400.873(NGVD 29) DIG ALERT COMPLIANCE WITH THE APPROPRIATE ptgFESSIp, , LAKE FOREST,CA 92630 PRIOR TO CONSTRUCTION. 28 'ow oRIVERSIDE COUNTY DESIGNATION:E-14-70 �o CONDITIONS OF DEVELOPMENT AND/OR / 903...o707 - „ DESCRIPTION:2.7 MILES NORTHEAST ALONG e CITY AND STATE LAWS,AND A PERMIT (fAx)9a9.sRa.o7o9 MASS GRADING PLAN OF RAILROAD CANYON ROAD FROM THE �%' ENGINEERING COMPANY rickengineering.<om UNAUTHORIZED CHANGES: CALF. CAN BE ISSUED. �, BARRY J.COWAN CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 INTERSECTION OF RAILROAD CANYON ROAD W A Dmnge S.Diego-Riverside-san wn Obis Bakersfeid-S.—..rt0-Phoenu-Tucson N AND STATE HIGHWAY 71,122.0 FEET BEFORE po, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, mu mc! y » PREPARED-UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS N 6.0 FEET SOUTHWEST OF OWER POLE /Z7 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. V T T M # 36117 & 36118 �P._E N0. m i z e1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 ,rl. CIVIL ! 8 MARKER POST,A BRASS DISK SET IN THE - CHECKED WALTER E.ALL[SON RICE No.45448 DATE '✓lf xEpQ. Ian q �µ„ew� j pZ�Ot fj SCALE: SHEET SPECIFIC EROSION CONTROL _ - o i TOP OF CONRETE POST E-14-70. coR a1.st 2 working SERVICE RVoCEo BALERating DESIGNED BY: DRAWN BY: BY; CITY ENGINEER OF CAV BARRY J.,t-OWII RCE No.C46568 Exp.Date DATE DATE: e".,.Vc,P- scE SEE SHEETS 25&26 r i 3 yap, / AOIrPI w �G861 f;`J. i s 4se JJ/ 9 v i i I r S1�cle \� \ 50 \ �^\ - J /! X f f/ fl zy V \. \ # ,� `� �\ m v : J „ J L / _ i r � / s ? i 0 � � 06b1 Z _ m �. 3 Fd ,� /'/ j/ xra� i. J.. , raxv; .. m T,mina"iWi ikrF �i��' X / y 'x' s j449f.2 X7A9 r ' ✓ �/ /!"t .. 1498,7X4','✓', X I 52 `>. /' ✓"' s/Js°J i/ ;-a"ys /'.. :. r J N / X u/ X ry —_ xfAs6a r �,�" X J:, N r hA -r4.srz i X o ..... __ ,.W:... � 4 % � �4 .. X r.9T.4 »» Lo 55-5 / _..... .___ ....C .......... � -_.... fie._+. ..,..' � +1 ..... � �` R _..-... _ _ -ram \ ..... , l rr p a _ .__.. X .. ... � 1494 3 Ij m X 52.0 `• ` o1519 A r F. . - \ LEGEND: EROSION CONTROL ` CONSTRUCTION NOTES ss GRAVEL BAGS e°s FIBER ROLL f:R IRRIGATED HYDROSEED WITH GRAVEL BAGS 000000aa00000000 € 50 TACKIFIER 54 PLACE FIBER ROLLS ON SLOPES AT EVERY.10'CONTOURS BINDER AND MULCH MMm R AND HIGHER SIDE OF TERRACE DRAIN SUBDIVISION BOUNDARY ——— 4a 20 0 4o eo 1zo m 51 IRRIGATED HYDROSEED WITH BINDER AND MULCH SILT FENCE —w--�� STABILIZED CONSTRUCTION o 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT TACKIFIER \y,dNl N, ENTRANCE/EXIT b 52 SILT FENCE O GRAPHIC SCALE P'= 40' c BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL: 21OUTHPOwTE DRIVE-sU1TE 275 d-i490sc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT �OFES51 IAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S 1 N O R E ELEVATION: 1400.873(NGVD 29) COMPLIANCE WITH THE APPROPRIATE OhgG . PRIOR TO CONSTRUCTION. 29 RIVERSIDE COUNTY DESIGNATION:E-14-70 e CONDITIONS OF DEVELOPMENT AND/OR ,n 949.588.0707 DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT �" y' (FAX)949.588.0709 MASS GRADING PLAN OF ^a RAILROAD CANYON ROAD FROM THE ,'�, ENGINEERING COMPANY rickengineering.com UNAUTHORIZED CHANGES CALL CAN 8E ISSUED. BARRY J.COWAN S CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 8 INTERSECTION OF RAILROAD CANYON ROAD �+ orange san Diego-Rroerside-se wn obi:no-eeke..aem-sa«ememo-Plx,enix-Tejon v, AND STATE HIGHWAY 71,122.0 FEET BEFORE No, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ' YOU DRY, CANYON HILLS PHASE 8 S NORTHWEST OF RAILROAD CANYON ROAD, * * .PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED. SHEETS e `� 6.0 FEET SOUTHWEST OF OWER POLE J �; L �• BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. VTTM # 36117 & 38118 ' m°,° "1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CHECKED WALTE ALLISO RCE No.45448 ATE �,�Tf CIVIL �? 4 /-- 6/ SCALE: SHEET SPECIFIC FILE N0. MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CAVE (wN.cw. eZ� toK EROSION CONTROL _ - o/N TOP OF CONRETE POST E-14-70. Call at bast 2 working days prlor to exoavating. BY: CITY ENGINEER BARRY J. OW N,RCE No.C46568 Exp.Date DATE DATE: e,V„fZ: 11" —sce S