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Home My WebLink AboutVTTM 36117 & 36118 Canyon Hills Phase 8 RGP 31 sheets W_REV 11A & 14A AS-BUILT_ CITY OF LAKE ELSINORE GRADING NOTES CONT.,. �ANYON 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECTOSHALL BE NSIDERED A PART OF THIS 74 o OUGH GRADING AND PRELIMINARYGEOTEECHNICAL INVESTIGATION GRADING COMPLIED AND GRADING PLAN REVIEW:ROUGH GRADING FOR PLAN HILLS " CANYON HILLS PHASE 8,VESTING TENTATIVE TRACT MAP •36117 AND 36118,CITY OF LAKE ROAD NEWPORT ROAD ELSINORE,CALIFORNIA'DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. III PROJECT HILLSIDE CANYON HILLS PHASE 8 (PROJECT NO.2-0020). SITE DRIVE VTTM # 36117 15 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF & 36118 f�ydN BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH N R0, SCOTT ROAD SHEET INDEX RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT COST GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNNDY AN ON 1 TITLE SHEET 2 INDEX MAP 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 CLI ON KEITH R AD 3-7 DETAILS ANY CONSTRUCTION/GRADING. 8-18 ROUGH GRADING GRADING NOTES 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A 19-29 EROSION CONTROL 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 SLOPS OVER - " CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE., - 30'IN VERTICAL HEIGHT. U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP TOWNSHIP:6S RANGE:4W 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKEELSINORE,PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:70,11 TO ANY OPERATION. KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE BASIS OF BEARING - - APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL.MATERIAL. SLOPES W THE BASIS OF BEARINGS FOR THIS SURVEY IS 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALLNOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT GREATER THAN SO ARE.REQUIRED TO BE KEYED AND BENCHED. � THE NORTH LINE OF THE NORTHEAST QUARTER OF (1-800-422-4133)48 HOURS PRIOR TO GRADING. SECTION 11, AS PER TRACT 23484-4. N 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 89*16,061,W. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ENGINEER'S NOTICE ADVANCE OF BEGINNING GRADING OPERATIONS. A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF - -EARTHWORK QUANTITIES 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. - CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE - B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-CDMPACTION,BENCHING AND LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM EARTHWORK: CUT 50,000 CY 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR EARTHWORK: FILL 50,000 CY APPROVED.AND SHALL BE SHOWN ON THE PLAN. - FILLING OPERATIONS. "LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE NETS BALANCE 0 CY 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR NOTE: EARTHWORK QUANTITIES HAVE NOT BEEN OUT TO THE FINISHED SURFACE. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD ADJUSTED FOR ANY REMEDIAL GRADING LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 25. EROSION CONTROL: ALL GRADED SLOPS SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR NOTE: HAULING OPERATIONS SHALL COMPLY WITH 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE CENTER OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL 14EIGHL IN STRUCTURES CONCERNED BEFORE STARTING WORK. CITY ORDINANCE NO.12TI (3)LAYER A.S.T.M.D-1557-70 TEST METHOD. ADDITION TO GROUND COVER.SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES AT 20'ON CENTER;COMBINATIONS PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE IS'ON CENTER. SLOPS OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION - GRADING INSPECTOR AND APPROVED SOILS.TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. 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, ' 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %p'PER 27, APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT FOR A MINIMUM OF 3',THEN 1X (MINIMUM)TO FLOWLINE OF EARTH SWALE. RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY"ORDERS. THAN 10',AND 2X IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL.SLOPES. 29• THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 13. PROVIDE 5'WIDE BY )'HIGH BERM.OR EQUIVALENT ALONG THE.TOP OF ALL FILL SLOPES OVER 5'HIGH.. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF SLOPES. GRADING OPERATION. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL = 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. - CHARACTERISTICS OF THE SOIL. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ISSUANCE OF BUILDING PERMITS. ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND TO ROUGH GRADE APPROVAL. _ FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND LEGEND&ABBREVIATIONS SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION. COMPLETION: REP T PR ARED F THIS DEVELOPMENT. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL PM CURB& GUTTER..........................................C&G SEWER........................._......._.............................SEW WATER LINE.................._........................-W_ `_� � 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, n EDGE OF PAVEMENT...................................EP BOTTOM..........._.....___...................................BOT RETAINING WALL._-........._........................... (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, L INST,NO.2004-0880093,O.R.ON FILE IN THE OFFICE OF COUNTY RECORDER OF THE COUNTY OF - a FINISHED GRADE........_...............................FG RIGHT OF WAY..................... .._........R/W FIRE HYDRANT.............................................s.oa p...."' ""' QQ Lj•Z•A{"�IJ� RIVERSIDE,STATE OF CALIFORNIA. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN.INSPECTION TOP OF CURB.................................................TC CAST IN PLACE........................_...._......CIP WATER VALVE _.......................................... o TOP OF DIKE................................ TD RECLAIMED WATER......._..............................RW SEWER MANHOLE ..................................®. (SIGNATURE)[ �_� (CEO NO.) (DATE) - BEFORE APPROVAL m FLOW LINE..........................__............_..._._FL OUTSIDE DIAMETER......................_...........OD SEWER CLEAN OUT........._............_......__.® RESPONSIBLE PARTY FOR PRIVATELY 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE F SS mPORTLAND CEMENT CONCRETE..........PCC POINT OF CURB RETURN._.....................PCR R/W..._.................................................................__-_ °`6NG�EA�NAQc OFptt A�°N•+� MAINTAINED FACILITIES BUILDING DEPARTMENT. ASPHALT CONCRETE.................................AC PROPOSED ........................___....................PROP FENCE.............:.................................................._ AGGREGATE BASE.........................................AB INVERT ELEVATION................_.._..__......IE RECLAIMED WATER LINE......_.............. RW w ° PARDEE HOMES - °°-y q No i 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) CENTERLINE................__..____.............. CL - LAYOUT LINE..................................................LOL .. " rm.cec zoao m ew I] ^` 2120 PARK PLACE,SUITE 120 � "' ' ''' STORM DRAIN UNIT N0. '^ I ' PERMIT TO REGULATE MUNICIPAL ANO INDUSTRIAL STORM WATER DISCHARGES. --------- Fxp.�'Yp m x EL SEGUNDO,CA 90245 _ r U,�� a PROPERTY LINE....................._........_..__.._.PL CURB FACE....._...............................__.._........CF NPDES WDID 8-33C362205 DATE PERMIT ISSUED:10/10/2011 t O # # * Q * (310)955-3100 EDGE OF TRAVELLED WAY.._ ETW BEGIN CURVE................................_................BC CONSTRUCTION NOTE ITEM NO........ 61 sr c sr F°r �P a 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. N0 BUILDINGS OR WALLS CHANNEL.........................................._...._......CH END CURVE- .. _ ........................._._....................EC PAD EXTENTS _.........__.....__......_..____.._- '+r p? yr EONN pp - F OFCAUF° FOF OA FG ®BACK OF WALL..........................BW EXISTING...___................_...............................EX ENGINEER/CONTACT PERSON SHALL L PLACED WITHIN ESE-,,IT ill[TS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO FG 0 FACE OF WALL.....................:.___...FW EXISTING GRADE/GADIENT.............__.() REMOVAL AT OWNER'S EXPENSE.f`' '• - I• o& THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, ....mr s a , FACE .CURB..._............................_...........FC DIRECTION OF FLOW.......... �,. OWNER/DEVELOPER SOIL ENGINEER A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. o N WATER ....................._...._....._.....____.._..__...WAY DAYLIGHT LINE...__........_...._.........._.........-n- PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. WDID O 8-33C362205 R a o STORM DRAIN......._..___.................. SO TOP OF SLOPE...__..._....___......................��,-- 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 -A � - SI-4tee gs ,3 - TOE OF SLOPE............._....___....................- EL SEGUNDO,CA 90245 CORONA,CA 92880 w: I o BARRY J. 0 N,RCE N0.46568 DATE b m 5 SUBDIVISION BOUNDARY.........................--____- (310)955-3100 (951)509-7090 d o SEWER LINE ._............................_..............._._S Sw6, OVA)A, ��v/,5 CONTACT: TOM MOCARTHY LAKE FOREST CA 9a630 J-ta305c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS w BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 25oUTHPOINrEDR1VE-SUITE2i5 CITY OF LAKE ELSINORE SHEET °z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESAO ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 29) O K fir- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR NA4imm va9.588.070i PRIOR TO CONSTRUCTION. 1 'op o RIVERSIDE COUNTY DESIGNATION:E-14-70 - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. d,9 {fA 949.538.0709 ROUGH GRADING PLANS +P DESCRIPTION:2.7 MILES NORTHEAST ALONG f �% RING COMPANY rl,ke ginee,inS. UNAUTHORIZED CHANGES OF _ RAILROAD CANYON ROAD FROM THE CALL - ,� BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 y INTERSECTION OF RAILROAD CANYON ROAD A Oange SmDftl.Rk,We-SanwisObispo-gakersOd-S.� l.-Ph-b,-Tu«on VTTM #36117 & #38118, BEFORE � 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESEAND STATE HIGHWAY OA 1 CAN FEET YOU DIG. /' * * PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS %- NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 FILE NO.- o_g 6.0 FEET SOUTHWEST OF POWER POLE KEN J.RUKAVINA,RCE a42866 DATE., J' CIVIL ! o •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 INTERIM CITY ENGINEER - f'TF �� „�j'f/�6.g C}� r, � SCALE: SHEET SPECIFIC r' < MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAO r_ TITLE SHEET _ `• a 6°& TOP OF CONRETE POST E-14-70. Cal at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY, CITY OF LAKE ELSINORE BARRY J.CO AN,RCE •C46568 DATE DATE: LS- I �1 & 1 "��:a� t �' il' 3 SIIJ i�r%..� \l l�_�.,7\ f" It,,�,ld .`1 :�� € i�� i.�� h�. lei=: �/•^"-:M�1�'1 'L�.. .� t/ i N r / -� lVM iS SHE l ET INDEX MAP THRU 1n$ ROUGH GRADING r� THRU 19 2 9 EROSION CONTROL 5 \ p ' t 17 28 _' 18 29 ' �m 100 0 200 400 600 zoo GRAPHIC SCALE 1"= 200' o N t + AS-BUILT o swa, evuA.9/b/�f j ° BENCH MARK: REVISIONS ___ APPRV DATE SEAL: 2 so0n-I rOIniTE oRlvE-s01ie z2s J-1 49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT o _ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESy LAKE FORESF,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E _ ELEVATION:1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'A( . 949.588.0707 PRIOR TO CONSTRUCTION. 2 0 o RIVERSIDE COUNTY DESIGNATION:E-14-70 e w , CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. , ROUGH GRADING PLANS OF +Q DESCRIPTION:2.7 MILES NORTHEAST ALONG �%' ENGINEERING COMPANY (FAx)949.58e.0709 rickengineering.com UNAUTHORIZED CHANGES ) ° ^? RAILROAD CANYON ROAD FROM THE GALL BARRY,J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 i m INTERSECTION OF RAILROAD CANYON ROAD orange San Diego-Riverside-San Luis Obispo-Bakersfield-SacromeMp-Phoenk-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE f�'^,c AND STATE HIGHWAY 71,122.0 FEET �„ BEFORE �. No, 46568 V T T M #36117 & #36118 `o NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! �/f•..5�� + * PREPARED UNDER THE DIRECTION OF: PLANS, ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS / 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 t m m a1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 KEN J.RUKAVINA,RCE•42866 DATE .fj� CIVIL SCALE: SHEET SPECIFIC' FILE N0. MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER Tf LF 'rbW"I 4 GL-a.-+ 8/24IZotS - I UNDERGROUND SERVICE ALERT OF CAL a 0 0 TOP OF CONRETE POST E-14-10. Call at kO 2 working days prior to ezcavatina DESIGNED BY: DRAWN BY: BY, CITY OF LAKE ELSINORE BARRY J.COWAN,RCE •C46568 DATE DATE: INDEX i CONSTRUCTION NOTES QUANTITY ESTIMATE FINISH GRADE 6"BOTH SIDES FINISH GRADE CONSTRUCT 24°CONCRETE'U"DITCH PER DETAIL SHEET 3 2,250 LF (2:1 MAX) (2:1 MAX) 6"BOTH SIDES 36" O2 CONSTRUCT 36'CONCRETE'U'DITCH PER DETAIL SHEET 3 150 LF 24' rr © CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 2 EA ;: `. 6"BOTH SIDES 6"BOTH SIDES 7O CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER DETAIL SHEET 3 1EA iv ` uo 3"470-C-2000 CONCRETE 3'470-C-2000 CONCRETE FLOW LINE 50 TACKIFIER 2,838,000 SF OR 3"2500 P.S.1. OR 3"2500 P.S.I. PER PLAN AIR PLACED CONCRETE FLOW LINE AIR PLACED CONCRETE 52 SILT FENCE PER DETAIL ON SHEET 6 17,000 LF REINFORCED WITH PER PLAN REINFORCED WITH 53 1-1/2ak1-1/2"17 GAGE 1-1/2'k1-1/2"17 GAGE GRAVEL BAGS PER DETAIL ON SHEET 6 T,300 LF STUCCO NETTING STUCCO NETTING 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL ON SHEET 6 2 EA b b => =SYMBOL OF DITCH PER PLAN b b b =SYMBOL OF DITCH PER PLAN 24" CONCRETE_"U" DITCH DETAIL rl-'� 36" CONCRETE "U" DITCH DETAIL NO SCALE I NO SCALE G { FINISH — MOUND GROUT GRADE 8"CONC.BLOCK FINISH SPLASH WALL. 1 g4 BAR 0 24'O.C. z GROUT CORES 12' SOLID. CONCRETE •4 BARS FULL LENGTH 3" 3" FINISH DITCH ��.,w CLR ,-GRADE CUT OFF CONCRETE WALL - DITCH r �3. I�---�i SPLASH WALL No SCALE CUT OFF WALL NO SCALE CUT OFF WALL PER DETAIL THIS SHEET,L=3' CUT OFF x Xt, Rc WALL PER DETAIL SPLASH WALL ?� x THIS SHEET,L=6' Ra I PER DETAIL SPLASH WALL THIS SHE PERPER DETAIL CUT OFF •' THIS LHEE6T YIJ[ WALL PER DETAIL THIS SHEET,L=3' SIZE A > `� ✓ SPLASH WALL a \�- SPLASH WALL PER PER ZP AN PER DETAIL SPLASH WALL ,A DETAIL THIS SHEET THIS 6SHEET PERZPLAN PER DETAIL THIS SHEET 6 3—LEG 4-LEG DITCH CONFLUENCE DETAIL /1 DITCH CONFLUENCE DETAIL o NO SCALE NO SCALE o 0 s po V ui N Q ti CQi-O oa y �cwba 8✓4A,VAd/!r F� BENCH MARK: D I G ALE RT REVISIONS APPRV DATE SEAL. 250UTH POINTE DRNE-SUITE 275 J-'I 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL 8E VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E SHEET ELEVATION: 1400.873(NGVD 29) O - ILT "G EBS! LAKE FOREST,CA 9269D RIVERSIDE COUNTY DESIGNATION:E-14-70 HE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 0k1� vgv.58s.o7o7 PRIOR TO CONSTRUCTION. 3 oQ DESCRIPTION:2.7 MILES NORTHEAST ALONG ` CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAKJ9a9.saa.o7o9 , ROUGH GRADING PLANS OF F %' ENGINEERING COMPANY rkk—gio—mg—o, UNAUTHORIZED CHANGES }^ RAILROAD CANYON ROAD FROM THE CALL. BARRY J.00 AN s, CAUTION:THE ENGINEER PREPdRING THESE PLANS W[LL NOT BE F 0 R j INTERSECTION OF RAILROAD CANYON ROAD W m O,ange San Diego-Riverside-San Luis Oblspo-Bakersfield-Sacramento-Phcenk Tucson I m n AND STATE HIGHWAY 71,ADC FEET t BEFORE �, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 29 e YOU DIG' / i ��r V T T M #36117 & #36118 NORTHWEST HI RAILROAD CANYON ROAD, a ♦ PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 j 6 0 FEET SOUTHWEST OF POWER POLE FILE NO. i m w1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE*42866 DATE .ry CIVIL \! INTERIM CITY ENGINEER 4TF �.i.�n.Q Q+�Ca�.... $r24fU+15 SCALE: SHEET SPECIFIC e < MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY Of LAKE ELSINORE OF CAU w DETAILS _ 0 0 TOP OF CONRETE POST E-14-70. Cal at Igast 2 working days prior to excavating. BY: BARRY J.C WAN,RCE C46568 DATE DATE: 8 R It a NOTE: BUILDING AND STREET UNDERCUTS SHALL BE PER THE PRELIMINARY GEOTECHNICAL INVESTIGATION BY ALTA CALIFORNIA GEOTECHNICAL INC.,DATED MARCH 31,2014 JJ i E I LLLL �k r U U J x 54' x � SI U U t VAR 4.5' 24' 3' 3' 24' 4.5' VAR PER SW SW PER PLAN m PLAN a PAD EL PER PLAN PAD EL PER PLAN �a M 2% 2_X 0 ROUGH GRADE LINE - M j 6'CURB& GUTTER 6'CURB& GUTTER PER STREET IMP PLANS PER STREET IMP PLANS TYPICAL PRIVATE DRIVEWAY(54' CURB TO CURB) NOTE: STREETS WILL BE PRIVATELY MAINTAINED. i it W U W F- aC V a a a � ¢ a o � 40' "' G O Y 5.5' 5' S' 4.5' 20' L 20' 4.5' 5' 5' 5.5' PUE SW SW PUER K I� FF w PAD EL PER PLAN _ n r1% PAD EL PER PLAN 2% 2% 1 FOOTING FOOTING ROUGH GRADE LINE PER STREET IMP PLANS TYPE'C'ROLLEO CURB& GUTTER TYPE'C'ROLLED CURB& GUTTER PER STREET IMP PLANS TYPICAL PRIVATE DRIVEWAY(40' CURB TO CURB) 9 NOTE: STREETS WILL BE PRIVATELY MAINTAINED. o A-S-SUH 7.1 6F, 0 T= gwe� BvuA� °Jl/o/i5 0 ��` I o BENCH MARK REVISIONS APPRV DATE SEAL. 2 SOUTH POINTE DRIVE-SURE 275 J-149050 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L SIN O R E I O l 1 f.5 S ESSi LAKE FOREST,CA 92630 I QPAF OA' ELEVATION: 1400.873 tNCVD 29) -- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR A� 949seaa7o7 PRIOR TO CONSTRUCTION. 4 0 o RIVERSIDE COUNTY DESIGNATION:E-14-70 e n _ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �, (FAx)949saa.o7O9 , ROUGH GRADING PLANS OF I +Q DESCRIPTION:2.7 MILES NORTHEAST ALONG o ENGINEEAINGCOMPANY ricken mg.com UNAUTHORIZED CHANGES gi neer RAILROAD CANYON ROAD FROM THE CALL ,a BARRY J.COWAN r, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 INTERSECTION OF RAILROAD CANYON ROAD /� A oaoge sa„aego-Ri�ersme-sa+W�s ob�sPo-eakersncla-saver,�mo-anoeo -ruaoo VTTM #36117 & #36118 N AND STATE HIGHWAY 7L 122.0 C FEET ,,, BEFORE /%/ / _, qa, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE %N NORTHWEST OF RAILROAD CANYON ROAD, YOU D[GI o.,j'_�,j * PREPARED UNDER THE DIRECTION OF! PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I U 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 FILE No. # Q m •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVINA,RCE"42866 DATE Js� CIVIL �a //!!,,��" ,�,, SCALE: SHEET SPECIFIC '? MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER tF V(�' •....�.y_�� ' e(z4/zoos- DETAILS UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF CAL -C�bj ' D 0 0� TOP OF CONRETE POST E-14-70. Cad at least 2 working days prior to excavating. BY: BARRY J. WAN,RCE C46568 DATE DATE: I$ogl� �9S E x; I�+ I� NOTE: BUILDING AND STREET UNDERCUTS SHALL BE PER THE PRELIMINARY GEOTECHNICAL INVESTIGATION BY ALTA CALIFORNIA GEOTECHNICAL INC.,DATED MARCH 31,2014 [ t STREET GRADE PROPOSED BACK OF SIDEWALK F r 5'D_ 5' 5' 51 . ' MIN MIN FF MIN MIN 2s1 MAX -( E1.AR69I; i7kF1ADu t�ARAOI; I - 2:1 MAX FF ,-- FF 8" PE PER PLAN _PE PER PLAN ! I PE PER PLAN SWALE(1%MIN) PE PER PLAN I PE PER PLAN I PE PER PLAN SWALE(1% MIN) E � FOOTING FOOTING BUILDING UNDERCUT BUILDING UNDERCUT :...........................................:.............................. .............................................................................................................................................. B .....s' UILDING UNDERCUT. ; PROPOSED FENCE I ............................................ B PER PLAN (TYPICAL) J SECTION A-A A A m� 5' 5 PE PER PLAN I - , VAR VAR,, z a PE PER PLAN PAO LIMIT PE PER PLAN CL _ w a tTYPICAI) _ _ 20` 9.5' VAR - _ PER PLAN „. (5'MAR O.At?AOE E RAD hR}10k: !� VAR s �, W `''• 5' FF W PE PER PLAN STREET r-- ------ -- — _,_e_. I = 77 4z„ 2:1 MAX €� L� BUILDING UNDERCUT ..-. STREETGRADE B `PROPOSED BACK OF SIDEWALK ._......................______..__................................._......................................_...........................................................................• ,STREET UNDERCUT TYPICAL LOT GRADING SECTION B-6 AS- rL.1- O f1 I a f o _ �o � a /3vuA, j: BENCH MARK: REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ;m DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY 0 F LAKE E L SIN O R E € ELEVATION: 1400.873(NGVD 29) E ESL LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS Of DEVELOPMENT AND/OR O'1'AY PRIOR TO CONSTRUCTION. 0 o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 5 i e DESCRIPTION:2.7 MILES NORTHEAST ALONG o fy (FAX)949.588.0709 ROUGH GRADING PLANS RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY .�cteostoee,to UNAUTHORIZED CHANGES, OF CALL ,� BARRY J.COWAN g.com INTERSECTION OF RAILROAD CANYON ROAD W o,enBe saooreeo-wVmtde-saowtsottsPo-s�konFlew-se«,meom-Plroenu-m<so CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 s o, AND STATE HIGHWAY 71,122.0 FEET m BEFORE // No. 46568 o RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE S NORTHWEST OF RAILROAD CANYON ROAD, mu DIG! / L i V T T M #36117 & #38118 1 psy-/� a * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS mc 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER, CANYON HILLS PHASE 8 a, -1853T32E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE•42866 DATE Jf CIVIL ! -- FILE N0. MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER 4T�r /, .„,,i q Cam„`, $/q/�Z,p15 SCALE: SHEET SPECIFIC 0 3& TOP OF CONRETE POST E-14-70. Catl at IeaBt 2 working days Prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE OF CAU BAR WAN,RCE wC46668 DATE DATE DETAILS cli-_ - �ff LEGEND: EROSION CONTROL GRAVEL FILLED BURLAP BAGS 3 HIGH UNLESS CURB CURB SUBDIVISION BOUNDARY OTHERWISE NOTEDC _ LINE LINE " " 77CCx// FILLED TACKIFIER 10'WEIR GRAVEL 12 THICK- 3 TO 6"COARSE AGGREGATE 2 BAGS BAGS NIGH (3 BAGS HIGH) SILT FENCE —�a--w—.— FILTER FABRIC - NOTE:TOP ELEVATIONS OF GRAVELBAGS NATIVE SHALL BE EQUAL TO GFCURB ELEVATION TOP GRAVEL BAGS oaaa000aaraoa000 GRAVEL GRAVEL FILLE SECTION A-A SECTION D-D sacs FILLEDsacs NO SCALE N SCALE STABILIZED CONSTRUCTION ENTRANCE/EXIT SECTION E-E NO SCALE CORRUGATED STEEL PANELS „•.,FILTER FABRIC •NATIVE°• tip5 12"THICK - 3"TO 6'COARSE AGGREGATE ,2pQ SECTION B-B 3'RADIUS D D NO SCALE J� 9�fG 17 MIN r •.• -DIVERSION RIDGE WHERE GRADE EXCEEDS 27 GRAVEL BAGS AROUND AREA DRAINS 5• of 5' SECTION C-C No SCALE � � - NO SCALE 2 BAGS i HIGH 2 BAGS HIGH ec E E 6 6• WEIR WEIR w of i w cul 5p'MIIV, a J 10- P �' `+ 64'MIN w � i Tr'O Qom- B Z 45' ' STREET INLETS A No SCALE SILT FABRIC 5 COARSE AGGREGATE M 2'TO 5' (TYP') `Z BAGS HIGH 3"TO 6" A TOE OF SLOPE FILTER CORRUGATED STAKE FABRIC STEEL PANELS VELOCITY CHECK DAMS IN STREETS NOTE:FUNCTION ENTRANCE BE CONTINUOUSLY EVALUTAT NO SCALE DURING OPERATIONS. WIDTH AND LENGTH OF ENTRANCE TOO BE INCREASED AS NECESSARY TO ACCOMODATE ANTICIPATED TRAFFIC. 6"X6"TRENCH WITH PER TC-1 Type 2 (TR-1) TAMPED BACKFILL (www.cabmphandbooks.com)CASOA STABILIZED CONSTRUCTION ENTRANCE/EXIT TABLE A GRAVEL sac ROW SPACING TABLE NO SCALE TYPICAL SECTION SILT FENCE (CASOA SE-1) STREET GRADE INTERVAL U v" Less Than 2% 200' NO SCALE 27 to 4% 75' 4% to 6% 40' 6% to 8% 25' 8% to lox 25' 0 UT LI O )1 U N a a i L S wC, 13 vNA, 9/ro//f ° BENCH MARK REVISIONS APPRV DATE SEAL: J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST, EST,CA 2630 SURE 275 SHEET a t ELEVATION:COUNTY 3 SIGNA 29) O ESL LIKE FOREST,cn 92e3o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E THE APPROPRIATE CONDITIONS Of DEVELOPMENT AND/OR Q� Q1'4 RIVERSIDE COUNTY DESIGNATION:E ALONG 0 ! 949.SS9.588. PRIOR TO CONSTRUCTION. CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ROUGH GRADING PLANS o DESCRIPTION:2.7 MILES NORTHEAST ALONG � fy (Egx)949s6e.o7o9 RAILROAD CANYON ROAD FROM THE � .'`, %' ENGINEERWG COMPANY ri<kengineering.com UNAUTHORIZED CHANQESg OF INTERSECTION OF RAILROAD CANYON ROAD fq�S CALL W BAR J.COWAN Z CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 4�\w\ BEFORE A Orange San Diego 0.iversMe-San Luis Obispo-Bakersfield-Saaamenw Phoenuc Tuaon m AND STATE HIGHWAY 71,122.0 FEET �� You otc! i �, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE %N NORTHWEST OF RAILROAD CANYON ROAD, /Q..{-n ♦ * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED VTTM #36117 & #36118 SHEETS I g 6.0 FEET SOUTHWEST OF POWER POLE ` 3 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 g1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 KEN-1.RUKAVINA,RCE•42866 DATE J} CIVIL FILE N0. MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER �rf Fdi� q.�,......► 9&4ero S SCALE: SHEET SPECIFIC 0 o N TOP OF CONRETE POST PSV4-0. CaN at bas#2 working days Drlor to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE OF CAU w EROSION CONTROL DETAILS = a BARRY J. OWAN,RCE C46568 PATE DATE: o I ) t ?m EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES Ail erosion control plans shall be in accordance with City of Lake 1. The developer and his contractor are responsible for 17.This site has obtained a National Pollution Prevention Elsinore Ordinance Nos. 802, 882. 772, 1258, 529, 1004, construction site implementation and maintenance of the SWPPP-approved, Elimination System (NPDES) permit to regulate municipal - Best Management Practices (BMP's) and standards outlined within the Lake pre-qualified BMP's from the California Storm water Quality and Industrial storm water discharges. Elsinore Design Manual. No grading permit shall be issued without Association.(CASOA) handbook / website for construction to NPOES WDID#8-33C362205 DATE WDID ISSUED: 10/10/2011 an erosion control plan approved by the City Engineer. The erosion retain sediments from areas disturbed onsite to the maximum _ control plan shall Include details of protective measures, extent practicable. The erosion control measures include those 18.The undersigned civil engineer, a qualified QSP and/or QSD Including desilting basins or other temporary drainage or control shown on this plan and applicable SWPPP as well as any will review placement of erosion control and Insure that measures, or both, as may be necessary to protect the water quality additional erosion control measures (e.g., hydroseeding, ac ano� ..�yth the approved plans. / of receiving water bodies or to protect adjoining public and private mulching of straw, gravel-bagging. diversion ditches. retention EYs✓� � y?$,ScS /Z(S/�S property from damage from erosion. flooding or the deposition of mud basins, etc.) dictated by field conditions to prevent erosion -or debris which may originate from the site or result from such and/or the introduction of dirt, mud or debris into existing (Signature)(License No.)(Exp)(Date) grading operations. public streets and/or onto adjacent properties during ANY phase of construction operations. - 1. All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance Nos. 529. 772, 802. 882, 1004, 1258. 2. Storm Water Pollution Prevention Plan (SWPPP) shall be kept construction site Best Management Practices (BMP's), and standards o_sIts and made available Upon request of a representative of outlined within the Lake Elsinore Design Manual the Regional Water Quality Control Board (RWQCB) -Santa Ana Region and/or the City of Lake Elsinore. 2. The developer/contractor is responsible for any discharges by - subcontractors. 3. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the 3. In case of emergency. call Robert Skands (responsible person) site. Discharges of material other than storm water (non-storm at (951) 545-9858 (24-hour phone number). water) are prohibited except as authorized by an individual NPDES permit under the statewide General Permit -Construction 4. Devices to reduce erosion damage shall not be placed moved or Activity. - - modified without the approval of the Di recto of Public Woks or. In an emergency, by the person responsible for grading 4. Potential pollutants include but are not limited to: solid or - operations. liquid chemical spills; wastes from paints, stains. sealants, . solvents, detergents, glues, lime,. pesticides. herbicides. 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives, and asbestos fibers. paint potion of the site that is necessary for construction. The flakes or stucco fragments; fuels, oils lubricants. and - construction site shall be managed to minimize the exposure time hydraulic, radiator or battery fluids; concrete and related of disturbed soil areas through phasing and scheduling of cutting or curing residues; floatable wastes; wastes from grading and the use of temporary and permanent soil engine/equipment steam cleaning or chemical degreasing; wastes stabilization. from street cleaning; and super-chlorinated potable water from line flushing and testing. During construction. disposal of such 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten materials should occur in a spec1fled and controlled temporary (10) feet in height (temporary or permanent) shall be stabilized area on-site physically separated from potential storm water If they will not be worked within 7 days. During the storm season, runoff, with ultimate disposal in accordance with local, state all slopes shall be stabilized 24 hours prior to a predicted and federal requirements. storm event. Construction sites shall be revegetated as early as - feasible after soil disturbance and within 7-days of completion.. 5. Runoff from equipment and vehicle washing shall be contained at construction site and must not be discharged to receiving waters 7. Fill slopes at the tract perimeter must drain away from the top or the local storm drain system. of the slope at the conclusion of each working day. 6. Appropriate BMPs for construction-related materials. wastes, 8. The contractor shall be responsible and have signs posted on the spills or residues shall be implemented to eliminate or reduce site to warn against public trespass into areas where water is transport from the site to streets, drainage facilities. or Impounded. adjoining properties by wind or runoff. 9. Dust shall.be controlled by watering or other methods approved 7. Material storage and staging areas shall be established. Fuel by the City Engineer. tank, potable toilets. liquids, gels and powders shall have secondary containment and be stored away from all private/ - 10.Placement of devices to reduce erosion damage within the public storm water conveyance systems, sidewalks, rights-of-ways development shall be shown on the approved plan. and flow-lines. 11.Desilting facilities at all drainage inlets for the graded site 8. All portable mixers shall have plastic liners underneath with shall be designed for a twenty-five (25) year. six (6) hour storm gravel bags places on the down-hill side of the liners to intensity. They must be detailed on the plans. Design and contain discharges. specific recommendations shall be submitted for the following: - 9. Controlled street washing will only be allowed prior to the - application of asphalt seal coats and only when all pertinent - a) Des(Iting basin volume based on gradient and nature of soils. drainage inlets are protected. b) The extent of all graded areas and Identification of any 10.All construction contactors and subcontractor personnel are to temporary soil stabilization measures. be made aware of the required BMPs and good housekeeping measures -; for the project site and any associated construction staging c) Size of desilting basin outlet pipe and overflow. areas. - - d) Dike requirements. Show minimum wall width. slope of walls, 11.Discharging contaminated groundwater produced by dewatering percent collpaction, etc. groundwater that has infiltrated into the construction site is prohibited. Discharging non-contaminated groundwater produced by e) Outlet conditions from the desilting basin shall not exceed dewatering activities may require a National Pollutant downstream limitations. with the exception of overflow, which is Discharge Elimination System(NPDES) permit from the Regional to be designed to provide capacity of 1.5 times the maximum Water Quality Control Board. design flow. - 12.Storm water runoff shall not be directed over any slopes without 12.Necessary materials shall be available on-site and at convenient permanent down drains installed. Erosion and sediment controls locations to facilitate rapid construction of temporary devices including maintenance are required on all exposed slopes until - or to repair any damaged erosion control measures when a 50% sufficient permanent landscaping has been established. 100% 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 National Oceanic and Atmospheric Agency final certificate of occupancy. (NOAA). 13.Vegetation clearing and brushing activities shall not be n 13.BMP's shall be maintained and inspected daily. All removable initiated during the wet season on any sites which are not protective erosion control devices shown shall be In place at adequately protected with desilting basins or other temporary the end of each working day when the five (5) day rain probability drainage or control measures. - forecast exceeds fifty percent (50%). 14.Stockpiles of soil shall be properly secured with BMP's to 14.After a rainstorm, all project generated silt and debris shall eliminate or reduce sediment transport from the site to streets, be removed from check berms, onsite public drains and pipes, drainage facilities or adjacent properties via runoff. vehicle - drains and pipes of adjacent properties and desilting basins and tracking, or wind. Stockpiles Inactive for a period of 14 days the basins pumped dry. Any graded slope BMP's damaged during a or more shall be covered; active stockpiles shall be covered rainstorm shall also be Immediately repaired. Failure to provide prior to a forecasted rain. o effective maintenance may result In penalties. 15.Special attention shall be given to preparation and 15.Discharging of contaminated soils via surface erosion Is installation of the Rain Event Action Plan (REAP) as required - prohibited. based on site Risk Level or as mandated by the Santa Ana Regional ° Board NPDES Permit, General Permit -Construction Activities. 16.Construction access points shall be stabilized with a combination of rock and shaker plates year-round to prevent 16.At the end of each day of construction activity, all construction track-out. Routine street sweeping shall be performed on all debris and waste materials shall be collected and properly paved streets where tracking is observed. Vacuum sweepers shall disposed of In trash or recycle bins. be used when street sweeping becomes ineffective. nc bWb 9s S► A BvuA %001S � °g BENCH MARK: REVISIONS- APPRV DATE SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 -+a905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L S I N O R E LAKE FOREST,CA 92630 � ELEVATION: 1400.873(NGVD 2W - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ��4! � . 949s88.0707 PRIOR TO CONSTRUCTION. _ T 03 o RIVERSIDE COUNTY DESIGNATION:E-14-70 i a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 ROUGH GRADING PLANS (. * DESCRIPTION:2.7 MILES NORTHEAST ALONG ENc1NI:>:IUNcCoMrAxY r;skew UNAUTHORIZED CHANGES: OF m Q RAILROAD CANYON ROAD FROM THE o CALL BARRY J.COWAN y, e,nee„wecwro CAUTION:THE ENGINEER PREPARING THESE PLANS W]LL NOT BE F 0 R 29 .^ Donee San Dmeeo-mvwAde-saw Lm,Db;,m>o gake°meld ee menro-Pnwen�-mawn RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ��. m INTERSECTION OF RAILROAD CANYON ROAD �i(A� 9 AND STATE HIGHWAY 71,122.0 FEET °°'�' BEFORE p°, 46568 V T T M #36117 & #36116 NORTHWEST OF RAILROAD CANYON ROAD, sou O;c! G-S-(S ,k PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 6 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. I m g - K J.RUKAVINA,RCE a42866 DATE J' CIVIL ! 6 w 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 INTERIM CITY ENGINEER f�rF C11t••-� Vz4- eE(5 SCALE: SHEET SPECIFY£ MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED Of CAVV �' NOTES & DETAILS 0 0 TOP OF CONRETE POST E-19-70. Call at last 2 working days Drlor to excavating. DESIGNED BY: DRAWN BY: BY, CITY OF LAKE ELSINORE BARRY J.COW N,RCE •C46568 DATE DATE: - ys19 1 I w of r-z . .......... 0 PAD LIMIT s 1 . I . . . . 7.- ... ................................ PER PLAN V. r .............. ................... X 6' PAD EL �2' AD EL P .......... PER PLAN PER PLAN N . .......... SLOPE PER MASS SLOPE PER MASS ...... GRADING PLANS GRADING PLANS .......... ........... .......... DITCH Fl- PER PLAN \-EARTHEN BERM PER MASS GRADING PLANS 1450 ITO BE REMOVED AT PRECISE GRADE) SECTION C-C SECTION D-D N T S N T S SLOPE OWING PEfi.. .......... ............. A5 WS GRADING PLANS .......... -CANY.0NJlXLSPMSE8 p iji x GETAfJON VM*361 f5z I�P27 9 rill .............. /* 1,370-5 ............ B E 1490.6 Aq P BLDG 27 X J39 PE 146 to ,yo 06 BLDG am % OPPE� GP . ...... BL 26 10+00.00 BEGIN PO E 0 ol Ir NG; DO TI I" PE 460.3 x u BILDG-2t W. 41" PE 1490.0 r 367 c� RTH r. 4-1 25 f '5 WIU WID5 EJAK ARM PER MAS 110+97.36 PAYTON DR[ GRADING PL S A 1488.17 ROCK,_ BLDGee 4Z PE 1489.5 k BLDG 24 DENSE: 90 10+5 LLI x UJI VEOF A'10N .--PE 1459.5 yY 6 i-0.9 7 BLDG W Aft lb' ui BLDG 23 x BLDG 29, PE%89.0 j; UJI PE 1459.1 PE 11459-8 v Sh 1'12.7 0 .......... 22 BLDG 18-00 PE 1488.4 .7 X -7 14� D BLDG 21 BLDG i t4-PK PE 1488.E PE 1458,2 BLDG 31 BLDG1ti 'PE 1458.7 PE 148 �b X, BLDG 20 ----PE 1457.T' BLDG a2 I B`EP BLDG No PE 1458.2 > "A 5 M E PE M88. RAPING FL 5 9? A", RE M57.2 'KDG- .7 BLDG 44• x Fl PE 1486.8 BLDG 18 jC PE 1456.7 BLDG 34 66.99 PAYTON D BLDG 14- DENSE PE 1457.3 10+00.00 PARKER WAY v- X GETATION 361fi 484.461J PE _6- BLDG W PE 1486.3 BLDG 17 9p N%7 PE 14562 P/ BLDG 35 PE 1456.2 L lq "I" 'IA BLDG 16 POINSETTIA o PE"56.5 BLDG48- 1454.50 PE 8 J4 i SCAITTEREQ/ A� 56.5 0 PE 1486.8 BLDG 15 BLDG 36 T, RO kS PE 1455.1 PEfl4 A SEE SHEETS 10&11 6 E; CONSTRUCTION NOTES 40 20 0 40 so 120 ,A ---- 16 � H ;J I CONSTRUCT 24'CONCRETE 4U"DITCH PER DETAIL SHEET 3 GRAPHIC SCALE V 40' S w 6, IS VVA 9/a/ts- J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRVIDATE I SEAL: 1 2 CITY OF LAKE ELSINORE BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SOUTH T'=-SUITE 275 BY CONTRACTOR SHEET ELEVATION: 1400.873(NGVD 291 L 1.L 1 DIG ALERT ESSff 'KEUIT.PEST!NIA ARE APPROXIMATE AND SHALL BE VERIFIED A THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. 8 RIVERSIDE COUNTY DESIGNATION:E-14-70 C ROUGH GRADING PLANS OF CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. DESCRIPTION:2.7 MILES NORTHEAST ALONG ENOwLF-G COMPANY H k-gi....Ing.com UNAUTHORIZED CHANGES RAILROAD CANYON ROAD FROM THE CALL B RY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 INTERSECTION OF RAILROAD CANYON ROAD No. 4 5 :^ Orange 5-Dig�-R-d�-S�L,15 Obimp,Bakeaeld-Sw-nw T__ RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED VTTM #36117 & #36118 SHEETS NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. I I 6. - zou CANYON HILLS PHASE 8 0 FEET SOUTHWEST OF POWER POLE CIVIL FILE NO. ,I,I ,rr�/ #185 3732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE SCALE: SHEET SPECIFIC -70. BY. -?0 ER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE AIJERT OF C 0 MARK NRETE POST E-14 Call at least 2 orking days INTERIM CITY ENGINEER ROUGH GRADING an TOP OF CO DESIGNED BY: DRAWN BY: CHECKED I CITY F LAKE ELSINORE BARRY J. WAN,RCE -C46568 ATE DATE- q ID ------------------- � - �I � I I I ., 11,111". ....".. ,. , � "",�', "�&�� -,M'. % ��0 � . ..: " , .. % , � ,k ", � �'. � \,�" ., � '.., ".--,-,", � ,,, " ,, �, .. _�\,. .�%"'.�,-.,�� ,� .�",1".��1 � � i � � .',,, _�,*", , 1, . ,,�,�, \1,"''. ��,� .... ...�_11�1��,��..........___ , � " .. ,� � . �.� .< , .. . , . "'..., , , ." , , . , " ,__ , ____ �, �_ .. �,�,�..\ 1," 1, , .,O �i 0� , �, , .. ,. �\� ,"'�: , 1,1, I , �. �_ . ,\.'' . . -� , .:, . .", I , PAD LIMIT ." I , , � , . ,�� , �, , , . I\ %J � : ,1 i i 1 � , � ,. .�I 11,� I ., , 1,,;,�,�%,%��.1,"_%,o , L \ ...................-....,:,:-.��,,. `.<* �,�.,*-"__....- - . .,� _, _�, 1.�,. � ." % , , - .g--...:,. '.� � ....� .., ,� " ,�. ......�._\ ". . � , � � � ,� �1�1?; � "� ,%��, \ _.'�.,. \ . \ . ...'��', ,,�", ,"."",�.'. '. .�,, ,,-," 1, I. "..� .�".1.k, �i��1 k; � '.,",�\:,%'..\..,-�,-, " , . , 1, , , � �, , . � , , - ...._., � * ... , PER PLAN 11 I" ",.,!�1 1 % 00 2 , , , , w� ,0. . , __ I 111.1..... .�, . , , .. , � � , 1% �� . � . . , ,. - ". 1,b , ,,%1"',..''%"%.��,e I .. � . , � _1.................-.,.::,-:��- ,. :. ., - ". - �� , , � ,1`\\ I " , , ` ,"- . . , �..� ��i 1 i 1 , ., , , , .,.,�'.,I.I I . , . , , � .,�... �.... , . , %t6,� 1 ; , , ,,,", i. ! z 1 % �� 1.,"", -".--,,,"i5,, . . . .\ , �1\';1",.",k�;��i�1 i i 1 1 � � ,� I" . ,,\,�,, 1, . � �,1. , � ., . ."I" .., .:�, , I, ", ,/ /11 " , ,�"'./" .., ; � 1 i � 1 , i ,<�,' ".. _ �, I 1 1� . . . ..., " ....... , - " �1i � -.7.._\ .\It�:.� � _- .'-- 1-�.1"1.-".1,� ..-. �.- -1�.: :1 :�"% .,�.�".�"_. SN, \ ,\-�.".,,..,� ". ._j -.- _ .. - I.1, , .� ,. f, , """ \ ", , " ;% ..11 PAD 11: j .. I, ""t , 1 , . g� . 4 -- PER PLAN ',\ 'l \I \ _I," , " , , -- ,.1 SLOPE PER MASS ` \\V - . a,,, " , t , '" I GRADING PLANS v, 4 , " \\\ PER PLAN . ' %- " " \,, ,, il ,1,1 %, �:,�:: ,,�, I\ , \ , , �� " � , � 1 , \ ". ,,, .,;� M 1 , 7>. \q , , . ,o \SECTION C-C \ . , \� ):i ii \ -- , ....\.. „390 . , ,. . \ , I! .-/ q71) ) . , . � � . . 1. %\' , �� " "* " .... � , '�-, ...." ,.- ' ; . " , , - j ; I, � _� .. -.11-1 I I_� I � " , -, j� 11�I ". . ,\ . q , i ', - / , ., 3 : / , ,� ',, ,- I. I 1 , . t! :� � �, ./ ,_ \ "i - r_ %� ,",,I \ \ VA� .1. " "\ - J / \ " � ', I ; . ,�1. 1 , :::. . . 1 \ \' 9% _ :., �W. � , \ ., / :�- .VI' ♦, \' � �.."-. - .,.. z .., 1 1 .-. -.r—, -/. I/ 1', .I.1.._-. . I ..? I ,...' , ...5..".-- I. ".... ,.., ..z - . 1.�..,.?i 2*..i �I!, . ..1...� .-.�,': ". ,.,N I ,:.. , \\ 11 .., , \ ....gr ) ,, , ,,_ \ f,I� BMGo- ii RE 490.1 1 - " � �_:: __ � � � � ,X .. ,` ,�d / ,I�- . .. �.,.. .'":.. .:_ l ,. , J,..,, -�- _ \,,BLDG94- X" I I PE 14904 / /. , }/ �, �;B \ 6 /, I _ . , , /" BLDG - ",,. �� , ' ". \ � j /"(47T�6 Ro,�-.- __ " � � �� . , \/ I 1 ::..� o , I / III I A, n.I___ � 10"__ " ,, 6 ; !�.�I_1 es" //" /. \ Al I . T. , * 1 6 - . /J �D FS A- \ \ 16,_ LDOeL .. \ - Ab " � _ ;j , ,, ", " ,\,` "," I� .� ..... .\, - ". , , 7C) I - . I W ----BLDG f P,19t4 � \ ', - �, , � '>. \ ,= t \ m PE 1409.3 h FLA49-3 \ � L( , \ / I4 t J / - \ ro BLDG128- I ... BLDG29-I 10I . , 1 �11 �.. -� _ m_21- �D.,k _1.. / ._PE 1491.2 " PE490.8 \ \ \\" _ / .6\ , ., BLDG 193 BLDG 12W tBg � \ I I1 _ l /� PE A88.8 PE 1491.5 I\�" -.——--- -_...._......_..� 9 . _ , 1491.2 BLDG* \4 1491.0 o6_ BLDG Q6-(&& I � % /. V61y.1 jwq" LDG144 S PE 1491.4 • , " - PENG ER / E 14 / _ -""_ el. ,,� m%= W ^1 1-1 1491.8 1 \ -1f 1488-5 \ 1491.4 q, 11", 1, Bc6b #3617 3�1' ' , I I / .. ` � BLDG I4 , � RE 1489.7 �� 1 ha/ , I /;' 23 PE 101", 11 \ , q \�, ____._1489 0 _ ..1. _--- _ _,34 1491.1 �p � - � \ �\" I ,6 /I :: / .1 �; 1491.2 - " 1490,6 s\ \ ,\ N \ \ 1s1 1�^ / 149.7 1111 - 59 a1- i, ' \ , I\ , , 1 1 // - \1 lqw.b -- BLDG6& \ \ / 4 _ - PE 1489.2 '11 f I, X ca 1491-0 & , " \ ,"N / / "r,, / -- 14 .0 P BLDG 124-JfL � � 6 r \1 b l 52� 1489.4 _ QXI _ RE 1489.7 A a ,�� -� " " \ \\ \ / -1- l / I / 7`_ , I � \` \ � Y , . 14194 5s BI.MW, ,\1 .\ \ \ if i , g _ 7 _ T� 11I - PE 1488.5 , / / . 1 . A, 58 aog , /rR L - yA , BLDG lib- K , , , %V, , \ \ \\ \ i, _- "I / ,F , /i " . -.�!. ,I ,_ PE f488.3 M t 9 i 0� BLDG 54 � � 1 _ ____ / PLD1489 BLDG:�z 193 , t%4 8 Y \\. I PE 1488.0 11 \ \ \\\ ' , / / , k" 1 50, ,E 1490.4 DLUU+A+ BLDGig PE 1488.5 $-, 9193 \ \A _ __ / , / " ,"' I -.'.! I. �.I �. .:. . iiN . - PE 1490.5 PE 1489.6 16�3 12 RA-1 - � "\ �1- - / " , 1! - _1, - _ 1485.61 Is\ ,' 1 .5 - 65.40 43.0. - \ BL64 - ... _I PE I - � -I 1 ___ _ - 1 ___-I \ \ �:_ �5 _ 1 �0 r _ , 91 S�__ _ �* 'A�_ . L '- -r W ..,.- � \, 1", I-, \I \I I , - -- ___ -7_ . � 41. / / / . � !: 9 ��I I CONSTRUCTION NOTES SEE SHEETS 11 & 12 B VI 6 z 't` : �,: UI 40 20 0 40 so 120 I F 1. 0 .,CONSTRUCT 24'CONCRETE't?DITCH PER DETAIL SHEET 3 ;7 k � � 9 I, 4 - GRAPHIC SCALE 1"= 40'� CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 31 D wS 8VVA, 01401fr g� BENCH MARK' REVISIONS APPRV DATE SEALS 2SOUTHPSO TEDRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY LAKE ELSINORE i�IELEVATION: 1400.873(NGVD 29) V V SSI LAKEFORET! q - THEAPPRPRIATECONDITINS OF DEVELOPMENT I � .. ", PRIOR TO CONSTRUCTION. 6 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN HE ISSUED. ROUGH GRADING PLANS OF i_«I DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY ,mk.ngi...i - �Ii11II I�II�I.I�;I�rIII jUNAUTHORIZED TCHANGES . 1 s-.m RAILROAD CANYON ROAD FROM THE BARRY J. OWAN . 29 8 i INTERSECTION OF RAILROAD CANYON ROAD CA M CAUTIONTHE ENGINEER PREPARING THESE PLANS WILL NOT BE'2 � ; brng, San Diego-U,s,id,-SLuisObhp,-B,k,,"dS,m__pj_N_T._ RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE":n AND STATE HIGHWAY 71,122.0 FEET BEFORE , 4656 VTTM #36117 & #361 uI' NORTHWEST OF RAILROAD CANYON ROAD, YOU Dffl. �/� /0- --/S * PREPARED UNDER THE DIRECTION OF: BYATHE PREPARER OF THESE PLANSAAND THE CITYPENGINEER. SHEETS CANYON HILLS PHASE 8 I ".- 6.0 FEET SOUTHWEST OF POWER POLE . '1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 K5 J.RCITYINA,INE'42866 DATE CIVIL strAlro'S SCALE: SHEET SPECIF1 � I,a MARKER POST,A BRASS DISK SET IN THE CHEED INTERIM ENGER " T *!!. ___ ROUGH GRADING �UNDERGROUND SERVICE AURT I - a 6 a n TOP OF CONRETE POST E-14 70. I Call atbast 2 working days prior to excavating. IDESIGNED BY: DRWN Bt BY: CITY OF LAKE ELSINORE BARRY J.COWAN,RCE -C46568 DATE DATE: I I ! I I I o �z SHE ET 8 a SEE T f/ r i ROnKS; �r as 1i ` '�� ./ � `•.- .. 7;' + � � i ,r`T $ � r - ` ` J �- � � /i PAD EL my M� P IN BLDG 2 PER PLAN i' , ` tT t a •;� t ' J' G ING 3/ s PE 145 I SLOPE PER MASS- S f i' �;� r 0 tLLvyv 3'cb GRADING PLANS r'� �" <ry 1 38 8" EARTHEN BERM PER MASS GRADING PLANS ~ f / / ca "4a \'', - 'r _2Q ._� BLDG 13 (TO BE REMOVED AT PRECISE GRADE) -� \ r T,-; ` r AL d PE 1455.8 r SECTION D-D - i r. NTS r ._.._ ; ... . r t,. f / •,ear r 13° X 12 S' r LA?T1 HL) �53 , •'XS C \ i j ,...,E 7A C10N h�79� PE 054.9 5'WIDE EARTHSEN '� f ): / l I - y 145. F '' r ' r / 44 ?Ji b •,i r "i AN � %d J' 10 j R�61 s?r.2 y. �X �E /., y _ r � BLDG 9 •S-r r r.. / PE 145 4. i d \ w '. _.. ' i' , r r � a, i i I I DG 57 'r :1_._ 1 PE L 1454.8 / , "r,..ti � BLDG 8 �,... �i / .,yff,: % t �`�, R � 1 �. I :t PE 1453.f✓ P N I �• �` f. frs .__.. :' .,.....N..2..E8,24�.' ,,.'' 1.�} �.r ; :. �, .`.-.,•' Fr r� X � _ X3.9 i; -�� i; •i}7k A /i EL145 r rF _ 11 m BLDG 7 i x / p �'� '1: ^' �-. � � � I N I n,4• / of <. wi PE 1453.3 w m�• ,> } `c7 w w j _........... , ,.. .:. -Jj'X,i*�f/h.�r'� � l:' � �}��'� i r } g9!}3 f s f i" •� r r r -� j t (' �` � 1 � \ � 1 g493 •I r',t � (n # w I J r .. j , • / X >/ > , f BLDG 66 UJI ' F PE / i ? ' j O1 §IG�?E` RAAIN P i ;, :, .,r-J s F - t �� 19+90 BLDG eP01N ETT PE 1452.E r, < r' r �X, "O ,. 1 e 13 51.40 VINCA P.. 1450.66 r SON IIL$G P S 8 ' ma ' X � ht'at � „s , l i .,1 /, ;r ,- Vf'1M#46117 3dt 18 } t 'N o \ . ; / \ \ r.3Ay... / >'.-i.,.�rJ'Trj 'i/ � �5�. �� ( `t ! ga9cJ y� t .tJi �� / \ � � � \� BLOG5 `:! t PE 1452.E \ 4 I. .. .. �.......... r ",� :" ..._ , Jr PENSE c "4P0N ' k y r, CLO,• :,. ,r, .� i:: i -r-r� �.� � tBLDG4 y : tt 1 1 1 / / \ MA G DI N / �'/ : O ' .: / / �, f .:\, CANYON S 8 �\ +� , � l� �'E 1452.1 , , / `�.,�,� �� •.� � } 1� PE 1451.8 ff > >r r' 1 P r J l /t /t_/�,�/ •\`�2�,•�',,;+,i�' ;� \ 'yz ,\� �,�,} 1 7 , ',! l Y. - ..rr. s^rT7E / f'j}irr � ,,... `` �1 I !(`�1 t \TO IN PER i : ;.. / JffJ� ( o .f: r: '.i d' /,>✓1,'s.9 . _<"/' r. �2C: %/i / ;'f ✓ \� - I I I I CANYON HILL P ASE 8 ! `t•N, } #II r711i \ LINE ,.�W `' / ,/i � � \ VTTM; 11I 36118 } !. / r,. STORM 4RAI PL� cy'�'y, 'n - 3 .�� '.B3 y0.35 �� ! ro ;fr f`/; ' X ;c, S `� ;/ r i`(r, ,/ f J/ •y \ { i,,;' { l ( i t"t" I`. ill �3 'cox V.:ETAPON i'.'�`. 'frj)/ter; rttl �,� : /i,f,t p c� 1 �} '1 5 I:. '.EI \ •� N �. � •/ / T,t,.7 n/ f / K .:rJ'' -,'': l rr„ 'rr ` :�,•, \ ,\ ,t.,. ;,� , 1 , ,i 4 —A STORM DkA IN PER g /: } v. �` ,.r.' „`�.•.. ,r :(�^`a•-v-„ :#t i ii': ;�� CANYON HILLS /- /� VTTM*3611T& ,118 ,,, ;3>Aa ,.S%,: t `Y h '_' �, 1`1\�\ �.".:•,"„ L� STORM DRAIN PLANS T ,� : t �ii-..._.. i1� o --�-. ., -�:- '/ /"• ,5� .. y :V``�few /: :�;�^. �y / /, �w 7 �� } SEE SHEETS 13& 14 c o 40 20 0 40 80 720 'AMILT 0 3 GRAPHIC SCALE 1"= 40' BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAU 2SOUTHPOINTEDRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET a o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E L—WLAKE FOREST,CA 92630 _¢ ELEVATION:1400.873(NGVD 29) �E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �A! 9a9.59a.o707 PRIOR TO CONSTRUCTION. 10 o o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �, (FAx)9a9saa.o7a9 ROUGH GRADING PLANS OF o DESCRIPTION:2.7 MILES NORTHEAST ALONG c UNAUTHORIZED CHANGES ENGINEERING COMPANY ricken gineenng.com ^ RAILROAD CANYON ROAD FROM THE CALL �, BARRY J.COWAN ,_., CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 2g m INTERSECTION OF RAILROAD CANYON ROAD BEFORE -""--"'— / / Na, 46568 orange SanDiego-Riverside-SanLWS Obispo-Bakersfield-Saaameneo-PhoenixTacwn VTTM #3811T & #38118 / m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE m AND STATE HIGHWAY OA 71,122.0AFEET ��+ You nm! / (�-S/) Ns. ALL CHANGES TO THESE PLANS MUST %o NORTHWEST OF RAILROAD CANYON ROAD, !!! * r PREPARED UNDER THE DIRECTION OF: gYATHE PREPARER OF THESE PLANS AND THE CITYPENG ENGINEER. SHEETS 60 FEET SOUTHWEST OF POWER POLE CANYON HILLS PHASE 8 FILE NO. •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVINA,RCE•42866. DATE J}4t CIVIL a� ��t2 0 f��l SCALE: SHEET SPECIFIC =? MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER c VEOQ' 4>Du-.,A Cw.v+n..- 4 5 ROUGH GRADING _ - UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF CAl # �. 0 o a TOP OF CONRETE POST E-14-70. Cql at least 2 working days prior+o excavating. BY: BARR�Cf�WAN,RCE C46568 DATE DATE: 1 569. I I PAD LIMIT PER PLAN SEE SHEETS 8&9 r N PE 1455.1 10530 tj BLDG 102 6, T•x BLDG 15 BLDG 36 1453 PAD"_\ 'X PER PLAN LOPE PER MASS BLDG 103 li RE 148T.6 GRADING PLANS BLDG 12 BLDG 104 DITCH BLDG 14 PE U85.3 PE 1488.3 PE 1456.3 PER PLAN BLDG 37 ""PE 1419.1 BLDG 106 rt mol b r 107 BL 09 SE N C-C BLDG 62 PE 1491 BE BLDG 13 PE 1456.3 p PE 1455.8 B BL G 38 148 PE t,1�4:2 FL 1452.8 91 BLDG 61 -------- BLDG 12 PE 14516.3 9112 90 PE 455.3_�" E 0660 BLDG 39 BLDG 10 -BLDG 11 "PE 1455.9 BLDG 48 PE 1453.8 PE'�184.3 BLDG 101 PE 1454.9 PE 1454.4 PE 14B3.5 BLDG 100 91- 90 PE 1484.1 P E 18 m'-SWG 94 BERM PER MA�S BLDG 10 BLDG- 1.00 LANE -T'- PE 1485.2 BLDG 97 BLDG 96 BLDG 95 PE 1454.4 PE 1455.7 \BLDG 40 1481.91 PE 1485.9 PE 14.86.3 PE 1486.3 PE 140�5.� qj BLDG 9 BLDG 49 P,14".7 VL A4 3.1 Al 32 BLDG !R ILDGB PE 1455 .0 Z' PE 1453.0 PE U83.1 BLDG 57 Z BLDG 50 69 PE 1454 8-' -1 ! BLDG 82 PE 14P.6" BLDG 8rn "1 BLDG PE 2 Q PE 1� 84. PE LOG 1414.4, pt,1452.6 4 SEDTM M4 1 BLDG 86 BLDG 88 BLDG 89 I _ I , I I PE 148 13AS A 60 BLDG 87 I - I I 56 BLDG 51 6' 1 rt 14M3 PE 1486.3 PE 1485.8 c%j m .95 m BLDG 7 PE 11452. PE 1453.3 �'. W PE 1452.2 r 7,7 47.6e W E 13.40 49-97 x 4_0 , J_ ,1.4 IlBe 38.85 34.51 cn '6 x 1481 BLDG ty BLDG 620 W W PE 1452.9 1 % BLD 12 E PRESTON BLDG 55 V��PE A; \BLDG 44 F A 19+90.77 7 13+51.40 PE 1452.6 PE 14 BLDG 81 r 29; PE 1480.5 BLDG 54 BLDG 53 BLDG 80 PE PE M5 BLDG BLDG 1 78 BLDG 74 P 1452.6 21+86.38. V, 51 __,E 1479.8 1119.7 BLDG 77 fE 1482.0 lV+Uu.uv 'PEL751.4 J 1448.73 "t _56- PAD LIMIT �e�CA"YO"HILLS PHASE 51DO 'TTM.3611T&3611 STORM ORA PER PLAN 1, 0 0 PLAN i_�------ BLDG 46 BIPG 5 STO PAD EL PE 145tl 'E 1481.4 sm 8 S K FL PE 1481.2 6s, PAD EL Sfo 11 6, PER PLAN 1450. BLDG 4 JJJJJ PE 1452.1 SECTION E-E BLDG I M 1 9.. NTS PE 1451.1 L 14 8.5 Jil BLDG I PE$450.7 81-79 6 PE 1481.6 PE 8 49-- "FRID ms 10.01 W STRIDGE 35 .......... 31+36.45 TASSEL`3 I XN'_J11 6 0 In i4 39, 31 ............... !4y 1 t:;z W ENT___ to n �_�DIPE ORAWN%PER- %VWGWlNGPL4 DING-PER (�AANrytNufpWt 8 1. 3' 46 1 r I I _47.03 A '264 AS 1"'36h .86- -00-7 --72,8,3- PAD EL W AR PER PLAN A S SLOPE PER MASS ER P, 5, GRADING PLA E; THEN BERM PER MASS GRADING PLANS SEE SHEETS 14&15 CONSTRUCTION NOTES (TO BE REMOVED AT PRECISE GRADE) 40 20 0 40 so 120 ,6NSTRUCT 24"CONCRETE'U"DITCH PER DETAIL SHEET 3 MENEWEENEIR SECTION D-D GRAPHIC SCALE T' 40' NTS JSVUA, 01011f DATE UTH J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS CITY OF LAKE ELSINORE 18 BENCH MARK: REVISIONS APP THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2SO POINTE DRIVE SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR SHEET 2 ELEVATION: 1400.873(NGVD 29), DIG ALERT 5sv- sftvr-i�-A THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESSf LAKE FOREST,.;C.A 92630 1 949:980.070'- -, PRIOR TO CONSTRUCTION. 1 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 ROUGH GRADING PLANS 0 8. zr DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY UNAUTHORIZED CHANGES RAILROAD CANYON ROAD FROM THE BARRY J.COWAN CALL CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR N.. .0-F San Diego-River4de-San Luis Obispo Bakersfield saaa-w Pheenm-T RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 29 INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 V T T M #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET YOU DIG�. - PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, - p-s-l-r * PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 g T 6.0 FEET SOUTHWEST OF POWER POLE KEN J.RUKAVINA,RCE$42866 DATE CIVIL -FILE NO. _2� B' 'E 1853732E,1.0 FEET NORTHEAST OF A I-SOO-227-2600 6&jt/jLj SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE ,UNDERGROUND SE �EIIGNED Y-. DRAWN BY: CHECKED CITY OF LAKE ELSINORE OF _CdWAN,RCE 'C46568 66F T I at bast 2 working days BARRY J. DATE DATE: ROUGH GRADING SERVICE ALERT CKE� INTERIM CITY ENGINEER OP OF CONRETE POST E-14-70. By. -6- PAD LIMIT PER PLAN SEE SHEETS 8&9 - f�// � BLDG 15 -. BLDG 36 F1 1453.E PAD EL % PE 14565 -� j' �:, PE 1455.1105- '3 -- PED1486 8 PER PLAN � 30.Jp� p SLOPE PER MASS ,..-- i � r "�*;, � � BLDG 165//j ,..--, SQ i w 10 y; 1 s ,,,.•-'--'• f _ 49• 7 g,•37--. 3'H^.'�,� GRADING PLANS / ,.,,.- r/ ,\ .� BLDG74 t $ PE 1457.6 BLDG166 "''^• DITCH FL BLDG14 r// �' oy \.,,, PE 1485.3 p �', t $ PE 488.3 -- ^�� --�- PER PLAN J �3PE 1456.3 r / $'v4� r�� BLDG 37 3 2"�� . i m PE 14167 Fl 145 0, � $ ,,,� PE 1489.1 BLDG 166 3, r. \" \ PE 454.E h PE 1989.8 BLDG 169 BLDG174 BLDG 171 8l SECTION C-C (� y t q I( $ .3 PE 1489.4 PE NTS 2r1 � 9,y, BLDG 62 '�`� `�'' 19 � � � m � $ PE 1490.3 PE 490.3�"�-., � -� BLDG 13 r o' PE 1456.3 %20 r / PE 1455.8 BLDG 73 ro __-_-. BLDG 38 .... � PE 1484.9 w,,; � 7��Afi. + _.._'.�✓'^^ 90'B2 9J _._'- ,:..�,..... .. ..PE 1454.2 F1.1452.8 \ob ' l r 1 w ;, '32 37.1 o -....__ ..,. �¢ BLDG12 PE 1456.3--.,.-. �1Z~ 111 9opo Or 0 1-� i7.s 31.45... PE 7455.3 / a r o 23.59 25•.J9 29.2 24.54 18.41 7171 20i 93 xx � � D}4h�� D �r�',�- it u' $ /•,• E ti / G \ BLDG 39 BLDG 72 ! d rr l a° BILG 60 �4 2/'t., p a2 1 BLOG 163 ^' 9LDG 11. / PE 1455.9 BLDG 46 w PE 453.8 4 � PE 1984.3'• -` f A /` / 1452. ; : PE 1483.5 ro r t" 1J J c �c "9 PE 454.9 r r i PE 454.4 F1 y iyt� o q c ; 5'WIDt;EARTHEN �� - V'� i ;A 9131 s t 1'.. 1 0 �i k3 ^''" „- PE 1484. - S A 8 BLDG 162 SS /�► �6.- t as so.00 t- .... BLDG48i BERM PE�i MA S ...... --'4'`-"'-----------_.. 7 r s ¢ 'DR DIN P AM - O` r �' �. 1 \ w ! : l PAYTON DRIVE + 2 - „PE-1484.1 BLDG180 '\ f BLDG 10 r r r BLDG 59 10835 C 4 10+00.00 PAXTON LANE 412E PE 1485.2 BLDG 159 �DG 158 BLDG 157 N�40G 156 PE 1454.4 j r PE 455.7 �� a BLDG 40 ^' ( '-- 1401.91 o)i T r'-- 52.a7 PE 1485.9 PE 1486.3 P6 1486.3 PE 1495.7 PE 1453.4 [ o BLDG 71 I 1 t l - _ 2B4Og ti ', \, 1452.0 i PE 1483.7 22 i "rJ BLDG49 I Fl 0 •S- r r PE 1453.E J 9176 r i )1 - 1- 1.0/„•.� - `'/"'_ ,� .69 60.E 18.41 32 BLDG 9 BLDG 58 �a✓ 7 1 j 56.5E 1 t t PE 1454.0 PE 1455.3 ry^ ss o C 1 5 ? - 80 p e /rF a PE11453 0 m o 7 - O,7 L/NY - y1 t -0> .' �'" BLDG707 j '- `u�f •+/., 0� .Q� BLDG 57 .' v? / m s 90.s9 Fl 1m y5 PE 1483.1 I /� l a-^--•- t 5d•. - A R - /. / f \ PE 454.&` •�6 �' E�45 p \ Fo r;, ^/ BLDG 144 F ..- 8B^' 29'42 1`q i BLDG 8 -�' 7 148i.&' r BLDG 145 r 7 PE 1453;6' N , & 13B.g6 3 N,. !<v 'r13LDG 42 0 ( I °� �$ PE 1484 4� 'gLDG 148 t w %' -. \ 1484.9 -`' _ `\ zm • :8 $/ EXISTIN SEDIMENT i ho _jam ✓ �$ r BLDG 147 f a491 �? x \ BAS \ #Q BLDG 69 M $ PE 14855 86.8 `BLDG 149 BLDG 150 `%DG 151 B3.B7 / PE 1482.5 �'� i �+ i g PE 1486.3 PE 1486.3 `8 PE 1485.8 N i BLDG 56 BLDG 51 .` `� °j i �,,✓' / r \..• 8 II t a i PE 1453.9 h .>': �N9 �b �( PE 1452.4. :�r" v 7 j ' / ' '" ' I ✓'� i A, i3 tt i. PBID46 3 .._ i 4� o s `v F p '� �f t""� A�6cLOG 43 F 1451.2 It 1 I! 90Ao ,; , i 11�0� = s3v W = SI 8g.43 ,/ \ J '1 4522 \` m 1 j (t` 24.5' A i�,,r`..�,,\ } 7J3 g7.6LLI 249 �e1 E _ m f \ y t .97 M m } I 8493 / /�" j f -�^-"""y '.�` l� 9B•76 \6'� S BLDG 681 0'4•; 98.57 b.7 43.49 11.88 38.85 1650 34�1 W BLDG 8 `{ (f f r�, PE 481E ^i / `• ✓ ' / W i PE 1452.9 BLDG 52 / i C ; 7 ` BLDG 55 \ " PE It / BLDG 44 f 1450.8 / 0+00.00 BEGIN PR STON14 s E (/) 19+90577 POINSETT i PE 1452.E M \ 111 w w 13 �` 1451.8 f� ? B5j2 :( r r BLDG 143 S EXISTING EDI T s 1 h 11 0� p PE 1480.5 1450.6E e p• BLDG142 f B N B BLDG 54 BLDG 53 0 ^ - r r �, } '� ` /q,ti'y }, �o j � t ,� PE 1480.1 'I/ \ g499 1, PE 1451.4 b PE 1450.5 \ t ti' 1 s f ! o BLDG�41 $ Q BLDG 51dT9 8 �140 Q M BUbG 136 \\ PE 1452.E 21+66.38 POIN TT►A - - ^ r 0" �a 49s1 / - PE 1479.7 BLDG 139/ BLDG 138 BLDG 137 PE 1482.0 21+86.38 PERI NKLE _ \ o / -�`E 'S N N "'r _ 5f.� PE 1 o PE HBtO PE 1481.5 i \ M6 py 10+OOA0 IRIS 31b3 j1 6 �t F11450.4 !y 5 J l i 1 l;"1, \� ° `.ao• ti ��, 1448.73 // r 83•B7 .. 1.j3 N� /' STORM DRAH �-....,,-� 56.1 PAD LIMIT 1 Z :7 \A y - ss ` 0 1+00.23 PRESTO COURT = 3J: ` 2 /34 n.45 N 0 HILLS PIA N5 / VTTM 36117&361� 57 99 45.18 PER PLAN 1 -- -6 g son' 1 +63.05 PAYT DRIVE 6• STORM DRAI9.19 N PLANS jJ f _ -- / BLDG 46 0�/ BLDG 67 STORM D IN PE q-0J- 4l6 S N o a n t - PAD 0. 1 �,. .%/: "' a PE 1451.1 PE TIL4 m BLDG66 CANYON I,LS P SE 8 PER PLAN PAD EL 62 �73- �// 1 - i 1. ....... F�1450.1 / \ " VTTM'36117& 6118 ? t �� t 4 '3- -,:::� "-, + f B47 "� - t^'' 2 STORM DRAIN P NS j' 6, i 19j9 iv o r7 PER PLAN 3r.•s ,:_.y, PE 45Q.7 N 1 o� BLDG 65 BLDG a `; w- : 1 "� ( V BLDG 64 88 42. 7` 1 PE 1452.1 w '� §' -- �k- d --, 1 PE 1480.9 05 PE 480.E BLDG 63 EO--. m v 12+80.55 P STON COURT = i SECTION E-E �;`'y I t ` 03 h °� 5gxO1 PE 480.0 g+95.32 WESTRIDGE WA w BLDG3a rn PE 1451.8 --21 t �$ -- -_ NTS Jr 1 dp Tr L 1448. :.y U6 `� .� "�� So..p6 �` �]' �'r V-�a 1477.9 L 0 ff 1I ' i ,yh BLDG 2 BLDG 1 '\ \ _ PE BLDG 2 PE 1450.7 p ,. 8179 .. --�,-N' / '._ "-'BO.1,B a• rj N I 1 Zy �t '"'w 5EN11DE EARTHEN BER hER MASS �� 5ocb 2/ / h BLDG 132 131 3 BLDG 130 BLDG 129 ` v ---..� s 40 PED 479 9 0 ,_._. .._ - _..._. RA ING PLANS -._ �" ,, A' N PE 480.4 B 4608m - PE 1481.3 PE 148t8 0 TASSELGEaADtRNaPE � w _ - W I - v � 2Tr' ___. 1 i..'- 29 ,'u -0-.._'.. "'t" ._._. SSE4 .5 tdS�" 28 �, 0.01 WESTRID - siz- . erss y 6"'T .,,,•�" ,--',, y 1 31 39.21 3.8 f i /� _.... vvTASSEL ---- ---SLOPE 6d ---_._ ---""�� _.`_ _-- __....._--� (. --a..�-�•.= __.=� ._ - ._. �� 3' CANYO E8 #36117 ___ PEGAADING'PER hfkSS' N A3= ..✓,, ,. i : v� ,^.-• a,,, 1�aV! 3,- ,.-0-1- 72.-83-__--._..p.�-.-00__-7.8b. 917.,�"--_m ii 2' PAD EL ` i \ \� ,r" /'�� ✓"" �-„". pN--"'"'. =.� U.. "' ,5p�'r,•----- ..-._ --.-'-- ._ - PER PLAN ...... ^"'f/ /' •• ---"'� __. -. 5'WIDE EARTHEN - � .r'. ,c, W DE R HEN v g SLOPE PER MASS ? 4 \ �✓'�:: ..•."' f ,." r'' ^ i) �- N " .�- sa. a \ BERM '-.a _ " ..- (.! H VA i 1 _I ER P ASS ` b GRADING PLANS ,(,�/" o \ EARTHEN BERM PER MASS GRADING PLANS CONSTRUCTION NOTE S E E SHEETS 14&15 (TO BE REMOVED AT PRECISE GRADE) - i LT 4D Zo 0 4D eD izD SECTION C T F0 N D•D O CONSTRUCT 24"CONCRETE U"DITCH PER DETAIL SHEET 3 �. GRAPHIC SCALE 1"= 40' NTS Ij BENCH MARK T�T 1n_ !�T F R T REVISIONS APPRV DATE THESE PLANS.}JAYE-BEEN EVIEWED FOR COMPLIANCE W[TH_ SEAL: 2 UTH POINTE DRIVE SUITE 275 d-+4905c CAUTION:ARE LO AT EN AND OF XISTINGEUT VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET -P o ELILITIES ON THESE PLANS EVATION: 1400.873(NGVD 293" D I G- Z LE i tr 1 ! h - -_ THE APPROPRIATE CONDITIONS OF DEVELOPMENT ANO/OR Q ESSf0k47 �' yy �^' ur,.k:� - PRIOR TO CONSTRUCTION, 'I�A RIVERSIDE COUNTY DESIGNATION:E-14 70 g J O l CITY AND STATE LAWS, A PERMIT CAN BE ANDO, 9.5eam07 DESCRIPTION:2.7 MILES NORTHEAST ALONG. o c^y (FAX)949588.0709 , ROUGH GRADING PLANS OF g UNAUTHORIZED CHANGES W - RAILROAD CANYON ROAD FROM THECALL ENGINEERING COMPANY rickengm ee nng<om CAI L BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 � INTERSECTION OF RAILROAD CANYON ROAD' :^ oange SmDiego-Rweride-Sanwsa,Iwo-sak,,ftdd-S-emo-Phoee.wewn �r AND STATE HIGHWAY 71,122.0 FEET ��a\�,�.�J\� BEFORE N� 46568 '0 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 a N NORTHWEST OF RAILROAD CANYON.ROAD, v0u u1c! + * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. 6.0 FEET SOUTHWEST OF POWER POLE CANYON HILLS PHASE 8 -1853732E,1,0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE�42866 DATE J�. CIVIL �a 9 i .INTERIM CITY ENGINEER 47f DI C"`�� J�/Q!/?p1 SCALE: SHEET SPECIFIC „ MARKER POST, BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAO - ROUGH GRADING _ ;r g N TOP OF CONRETE POST E-14-7G. co II at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: By, CITY Of LAKE ELSINORE BARRY J.COW N,RCE wC46568 DATE DATE: - �B I� 1 Cie SEE SHEET9 :<aG .n._> - �` --- ..-..- _.- L 148. `•4"','\ 5 !\ ''` _�-.---` .�.-----..,.---'---'_" 1 r,i0-"" ...-^-'--,- i ! r ... rf r •,^ r ti N� l r BLDG 36. .., ..... BLDG4AA s ...., - - / ~~~ ! `PE 1488.5 8 , t 99 ,. �_.r- , ,`, _}•, ! ,/ •pi7J �. / X f�fk \ l `\ . 148 -� J � � (7► rb BLDG?' l p g IBASS"GRAOOJG.PF79NS ------ ,=_ v-+ -i ` N8 Jt E t4 62 \ 'r �""--_., e;: t :. \ f38'4hY rr' r .z,�, i .._-.._. .._... i Pl�4SE8 � .� _ ....,F1� r/ -. � !. !., , i f f 4911 2238013 AA N PE 14 5 7 •-...'_FC"-`148T9 RIM 1483.E N0 71•18 4 4 60.08 --� 46 f ,/,'{ zi-'a/..,,> `l„.' / o.l:l,,x,^ •r *� I`. 1E L 4 2 �� - g2 1 os v f / i.�r >t f:y Jr f ,.,,.. ! , 4,•s.., ^ gg 44 -_._-. FA^' C I (� BLDG9 � rasrX^, DG 94 BLDG 98- PE 1484.7 ` I' N6 °� 112 yh •',., a ! li 7• ! / � t 1485.7 PE 1485.2 i / .,` 1 $ SLOG SY g s r o i r A/ ,✓ r u.r- ,�,.ts�, //,`/ - �.r' > "' ,7`' `- ^ h ,i `` BLDG,S®' OE 1490.9 ••� `= '� ! ras a '/ t •,,, 1 Itl`,,. PE 1490.3 X ! r1'4?i 'Y 50A5 111 o BLDG* tai =1 6 BLDG 49-`, t l� 6 / J at q Y 4G.t a 52A0 ,' r. f i 325g A C o PE 1485.1 } PE 1489.8 6.4E BLDG.S?' `. `L"x '�> /> '.� - t I' " .,.,,cry - fl r`;;i4'r1,Y/�f r / ---- r. _ � i ,pf%) - -- PE 1491.5 FL 1490. 3 -TRACT BOUN AkY v 18+80.93 SNAPDRAGON = 1 y 1 sy BLDG 98' `'..ti ,P� I 421 f �� *t� r� ✓ j /! r r o � 1. l S._.�._-. 6+0 . 0 PA T N LANE /M •� ''PE 1489.3 ,. 9 ... � � �D� �� 3 f, f / --�-'(" _i 1+ t :0 1482.92 127b5 � 37 3T ✓� 88.45 J�'� ,m,� X74sa.4 -� � �� ' �//''i �� lb / P tW _ � f N n -- 4'_ 9 ffi 0 BLDG 4F 00 _r...._., 0 ` PE 1488.7 A6• r 146 '> 0y r f; // /�``, 1I '' j , t BLDG 40 l�L i A Z�h p j 14j -•-z 4 : PE 1484.7 \ , BLDG 68• / r/,'t/ t , ! !f STORM DRAIN PER 10 PE 14913 � LS PHASES BIDG4Ew* €-- T II II l52 yTTM 177& 3611 n092 / J(/ 6A5 r 2.t u8,2 151 ..}_... \ BLOG81- #o - PE U87.9¢' _. y .2t=1'6 -- , BLDG G6 `,, 1984•8 0 + € i i,STORM-DRAIN PLANS , x9 ,L s=/, '22+4.69 EN REST t OURT (zf ,/ f &�a r '•r y';J jt, t. r DG88 PE 7485.3 ,,IL o ?•`'� `8 b (( ., f ta55.0 fakx.o/ cl) 1485.8 o j j BLDG44 103 E 1 x6 c'' tl� tlb -- X f %' m 2 �.-. ,!.PE W84.2 / / 1BLDG m ( E W BLDG66 PE a 1 lal 148 5 BLDG56 r '`,, ,,r✓ �J CABLE `RECLANED BLDG 45 0 PE 1489 3 X (n ,` N i 70578 PE 1487.3 0 ', LJNtkltj,�(• t SYd+TER j i j t I ,M3 .-0. .a I r m 57 s.o6 3192 f8.48 50A2 h hh�, J r> BLDG _1 Na f'1tr LOT r y f f! f m 9.5' BLDG842-I o4 =p 0 PE 1488.3 �•• ff .. 1 1 i /0 I.Fin lgb ! 5 WTD�'EAR NEN 7 9 -77• BERM PER A1ASS GRADING.PLANS_, t5P0�. i t , (CO. BLDG ti, .�L'.7 r f97v.5 ,, r4Es, d �11 /r /' X r as.;,a X i i s l°+�t BLDG44 / LDG68- 9 9a /r�:"�, q h L \ X t l3S j ! i nn PE 1487.2 /. :, ,,,T ` r f BLDr32 v BLDG46-tb5 PE 1485.2 9 - ✓9I7 F tit i; aaa.s e s ` �> 4BC1=,..! j \ X w,-w; Z4- BLDG 79 m s l ! 7 [ !',ti j` "� I ? l2.0 PE 1482.5 PE 1483.0 ! I X 5t PE 1483.4 .:?" tasa.a f s RADING PER-' U it v'ae3 0 �s 95.34 C 1 i ag 3 6A' /✓;r''' .':,i "MASS G G PLAN&t7 5;. ! l( 5'F '`!, `b al"f%;f / f r' `r X 24 d17.7 91_....._'... rS \ v8 ,.. , _..... � 1 y CANYON HILL SI�'$ i" 5fA0 , ..__._._ 4074 '1, , BLDG 4i9 tZt j X. X:_ % ''i i I/ fQ'. •`/ t !` VTTM#36117& 8 f PE 148&� r ,7f I X BOUNDARY 36 f 9 h t /�'j•. �IiN17E1?C f �' - 4, r/- .._.. }?1 .....-% - +9 ro n� \ I 1 1.02I - a qB P t X PAD LIMIT .. ..�..-, r ,j... 1( ''r; L: f .(..--.. r r/ ,�S.:.H !" r!/i 'r= ! i PER PLAN PE 1485. t BLDG 88- i _w "8` 1 �7 FJ 4T'" !f i y / 7 i ; rat lallr 1 y�. � iY ,i` •.,� U,w s !.rj'I/ , ! �, � t fJ �, ,fi7'l.tJ •1': ,tea+., ,{' �., le f/fi !r `` .\ 1¢G,3 C,' {' PAD EL Y _ t r .j/ / ary X Pf�yfyf PER PLAN p j 17+04.72 PRIEST COURT - ' `1 EGRADING PEfl k a G7 «s.a a>' fir tf`'y /tX ''`? PAR PL v 21+25.93 APDRAGON $ 5 ,, ., X ...., F'r / i / x'i E AN s d i SS GFIA;IMG PLANS I' X j/I I f 1481.72 t r.' 11 1 '14 lZ5 VONN/12SPNASEB \ ii t75.J Ors . %r f:` a` 'o ,243 BLDG 8S I 4 !" BLDG 64- BLDG 88- tZA-"' t23 y : .k" ,Y3B117.&36718°- �7H"'a- cn r BLDGE6 U V ,! i!.> PE 1484.1 PE 1484.E Q BLDG W- / `� °A ` �ti.. !' L�'�(' ..`j tern a ``; i ! ! i I SECTION E-E PE 1482.3 PE 1482.8 �'�� : ni BLDG 6P-O1.-' PE 1485.2 31.95 -'te. .� \, says r r7 a I X?^7e. fa;<s r X ! r> �'r N T 5 i 0' 20' 22+78.57 S A DRAGON = PE 1484 9 7 2 'na:,Z '� Xr t X 36+04 5 ACCESS / 32b ' S f ` 7 R J 0�9 h n r I 12% 2� ! UTII Y EASEMENT i 6 ..' ...-,._ ... / ti r �``�,. "`�. `r� _ Ali ! 1488.57 C , ale !,.• f� t. , PAD LI IT (/ a .__-._ ._) { !! .._-- 4i 7 4 i -, ........n; ......-.....;ae� `\ y`"^• / ~, .'/f° .f.. f I" ,d3 PER PLAN f' / 1476.7 >aJ5-.G , fr r 39+ 387.0 EX INLE , f�' r, , / I� J! 6' a 36 37 t Yn XY' r t ! !! ! !, PAD EL _--.-..... N -, EM / ✓ 'E.,INLET r' �., t/ r<`, =x_ " ✓SLOPE PER MASS W' a ....-__, .. _..._._ CA _ ....... PLANS .. , .,. r' �' 8'W] ART N. �`* C�1 J' ' ,,;�7 I /' GRADING ---;*•_.-.. -t'---. a- ,j�-- '_ .... -==._ .3•; rrrs r, I /, / ..r r r,,. _6583__2s,4j GRADIN BERM EP ANt tl (AJ ` 'c r i. !% / /, r DITCH FL 4rJO` 8T-5035--_503 „.._. -_ }� b �• arz0 X /� PER PLAN ,.-----,•.--.=dl'A3-�==- ' ._, ray, � �b� f '., �`�-„0 / s SECTION C-C c� 24 i ;2• .� } -d" / rsr= no� ..3 t w / NTS --I- A --�'-- E°l 2✓-F° lr......._ xr` r� _✓'+,, r x ' " r. ,, C;.// .. .7•/ / 1 SEE SHEET 15 CONSTRUCTION NOTES g c O O r ;��"'A 3'""S f z a 40 20` 40 80 720 P' w" 0 1 -CONSTRUCT 24'CONCRETE'U'DITCH PER DETAIL SHEET 3 6 CONSTRUCT DITCH CONFLUENCE(WITH SPLASH WALL)PER DETAIL SHEET 3 t? . _ J p GRAPHIC SCALE 40' h� G 1 O2 CONSTRUCT 36'CONCRETE'U'DITCH PER DETAIL SHEET 3 7O CONSTRUCT DITCH CONFLUENCE(WITH SPLASH AND CUT OFF WALLS)PER ETAIL S T 3 AW _ �j LS V A Hjf/Fo/,s t8 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTHPOINTEDRIVE.SURE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET "% ELEVATION: 1900.873 INGVD 29l C C.1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH U FAKE FOREST,CA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E L11a:&W: rab. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OMIY 9495880707 PRIOR TO CONSTRUCTION. 12 0 o RIVERSIDE COUNTY DESIGNATION:E-14-70 t n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. f (FAR)949.588.0709 ROUGH GRADING PLANS DE 4 , Q DESCRIPTION:2.7 MILES NORTHEAST ALONG „ d� ENGINEERING COMPANY r;ckeng;neer;ng.com UNAUTHORIZED CHANGES, RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 $ � INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 o`anae San Diego-Riverside-San Luis OElssa-Bakersfield-Saaamenco-Phoen&-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET n, Na. V T T M #36117 & #36118 S NORTHWEST OF RAILROAD CANYON ROAD, mu DIG! Iv's/� * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 ! 0 0 6.0 FEET SOUTHWEST OF POWER.POLE FILE N0. m m s1853T32E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,ICE-42866 DATE CIVIL N� 2 i INTERIM CITY ENGINEER frF �� Gw�"✓�� QIZfIto Rt SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAS ROUGH GRADING o S TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.C WAN,RCE -C46568 DATE DATE: its o4''t i SEE SHEET 10'z j ........... 3' ---..-'FORM 41 X :C YON LLS HA rPAD EL 7 TM!:36117& Ifff PER PLAN SLOPE PER MASS GRADING PLANS A YYYYY EARTHEN BERM PER MASS GRADING PLANS (TO BE REMOVED AT PRECISE GRADE) ........... NTS D SECTION D-D & DENSE .... ..... .. GET yp N ED VE: ION .......... ... ......... .......... :ow 11:��' 011 09r. .1 J z. ROU, ........... 0'7 ........ ... f .... ...... ........... • A ----DRTHEN PE ....... WASS., , , j 1\ ---BERM PER MASS; 'NA a -------------- J W, X _--__57WIDE "5 GRADING PLAN CANYON HILLS"50 _j VTTA41#36 lie, 0 j 4............... 1JM 7 x ........ DENSE z XTGE A lot, x BLD 5 1 ...... el 44 RE 14 0.3 0,,�!4' " 4PI J '�EL 13"Z� 7 139 x =L 'zi FG 398.4 FG 9 x 4Y.L f Z �0�?i'v 17�8 w LLI % t j x 7 X 9 [ 9f _ EP,R &BLDG FL U P 3f wE TsE �E 1 UJI x ;.x',67 x % SJr 0707 j 41 — IM71 x 0. x x BLDG 4�1 q> _2+100_bAR N k 40+00 Q ORY-t 155 7 x < "4// Z vv) BLDG34 fE 139 1j, ,/x N IFE 139.7 17 GL LDG x, 13 58 E�13 'RE 99.6 0 i 1M 8 7. 8 32 _43 'E 1�8 4�p xlf" T8 . . ... .... f.M ........99. PE 13973 .1 B mwi�g_ u PE J N&I 7,6`56 X BPG 30 JY, 'K99 1 A" .LDGFZ7 ORE 1394 -PE 09 7.3 � )X x A13 ........... �99"' :"E 9" N v 'r .......... 12+93. �.01�Bkffls N,FG 7 mo SEE SHEETS 16&17 9 4 40 20 0 40 80 120 ? U mmmmmm� I LT GRAPHIC SCALE 1"= 40' vv A, 0/60 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET REVISIONS APPRV DATE I SEAL: 2$OLJTHP0 TE DRIVE-SUITE 275 CITY OF LAKE ELSINORE LAKE FOREST!N BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CA 926 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR DIG ALERT ESSI 30 ELEVATION: 1400,873(NGVD 29), _j THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. 13 EE RIVERSIDE COUNTY DESIGNATION E-14-70 rv� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 1 0949.588.0709 ROUGH GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY UNAUTHORIZED CHANGES. RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN � CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 BEFORE 46568 0_g� ��I&-S-Luis Obl�Bak-fleld Sa,nt,Phenbc T VTTM #36117 & #36118 INTERSECTION OF RAILROAD CANYON ROAD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS %F, NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. 91853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 KEN J.RUKAVINA,RCE'42866 DATE SCALE: SHEET SPECIFIO ROUGH GRADING K 0 UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED I INTERIM CITY ENGINEER OF CRC 4 C 4w — ---m-11- MAR ER P ST,A BRASS DISK SET IN THE 6 yq. CITY OF LAKE ELSINORE BARRY J.'COWAN,RCE 'C46568 DATE GATE: 4m,5 a F, TOP OF CONRETE POST E-14-70. CaN of bast 2 working days prior to excavating. ------------------ W �Z W N �J � ' I { � � 1 I { .,t t' ,,.>'" ,:,, ✓'?'....,..SEE SHEETS10&11 --•---"^ _...�*.-"ter � � � � ( � i <LL tea_ i qI ✓ ;; �'" �,,,`!,! � .,..-.--'-"'"' �. °'T_ I " W DE �R�H N QW _ [�1 �o �a � jJj(! � r � ',` �+�� "SC `r t .�� \,-��,-�.J. " � '"` �..- � - �'�,"..✓"""�-�^. '""'_.._..--."� � It !` � '!', �I I GRADIF�P.#NS tl 2' rPAD EL R G �✓� �2' \ j r Q SLOPE PER MASS PLAN N GRADING PLANS%,> 8," � �/ ti, vj' ✓�� '�,��;�.�`'{Pf EAR M PER MASS GRADING PLANS /�'','�� ✓,.''� (TO BE RE AT PRECISE GRADE) /'.c .�'✓ s�'Q,(}E SECTION D-D vvv\ r ✓ -' '\ r ,( ✓ �. r' v v { , f / /r J// ,,i � ti�'r� '9� ✓f� ., � „'/(�0�,';4r,� �,�E � `l , A� a vv\ I X i�� 26 I I �v :� I NTS :RAP � /r ✓` ,, VC' ,.'" ✓ r "",,y �9 r'��// BLDG 47 �" � �- GRADING PER ! QY c }✓/ /'',., "'2 MASS GRADING PLANS ekti /✓ •K ,eY�'j1& PE 1498.2 ! J ''' \ CANYONHILLSPHASE8 ViTA4#381171$8118" � j ��✓ r ,� ` i /,rr BLDG 46 n(%[-" r / ?n 9�,6 r' /✓r/ .�� r ti' J�`✓ •~.2A 0.�6f s��PE 1497.9 1Ag3 \ rdh! / ✓��fDE EABm R HEN ,.� .,.,� PBLDG 45 _ NI / •yo >✓, ✓�/ ;'�� / i " d GRAD PLAN \ ,�`i ,^;APr- n, /w ��. 4{ / /✓� f �� qa \ s \. �q� / \ \ \ 13+89.73 DAHLIA j i tt • {{ ' %/�/ /✓/ yS9. ! h o , o. D g+7.96 WESTRIDGE W t d !a BL /2 *� ti \.� r.,. 01• cx.,r PE 1497.9`,.... r n_., 1 1 f ,f ,� 'L�• 1250 '�N 5'WIDE EARTHSt- . f i / ��/ BLOC 44 J BLDG 50 9 ( \\\ 'vV BERM PER PE 1498.0 �''\ PE `t� '$ \ #�'i GRADING PLA S 10+93.24 p �12+0.14 HLA - 10 0. 0 I I a i 10+0 0 BLUEBELL ge �oz Ayh� - \ \ ✓ / 8B9{ { ',. '`r 6 RI 4 2` 1496.3 t 3/ \ p \ / BLDG 63 V i t > Ely 1� j 4� ry hti f ELDG43 \ h� BtDG827 PE 1486.3 `+. $ 81 DG 5t .:I �� hb PE 1496.7�� O //99� 1- RI 7 1 tt ` \ BLDG 2?r \// BG 8I 1 \ W J \\ 9` A Dp Ri J , i a PE .4 / BLDG 52 O 5'WIDE EARTHEN � PE 1490.8 PE 1496.3�� BERM PER MASS fra0� '�y. -t 01p a _ 1\t\' --..-� _ J 41 .� "GRADING PLANS 6• GLDG60 ZT „•D.... �•N P `, i - V) BkOG , J ...,� ! ` ` , \ \� �•� 1A`'� 91DG53"-.'_..- ,.`;flE 149t8 A`L' "" �, W # 1497.0 149&0 TORM DRAIN P c:,,, E � � I0� HILLS PHA 8 /g5 \ � f� Yi J� �1 Yo s BLD / \ � DING PER TN 3 � r' .. PE 149 "n\ ORM DRAIN PLANS r 61 44 /\ \ \ ,ti \ AMSSGRADINGPLANS 381 \ 6 �` A' \ PE 1495.E SQ 3 BLDG59 f BLDG Si tf •'� CANYON HILLS PHASE 8 \ ; 6� h G 540 �yo^ �i�e PE 1492 #38117&38118° `, \\\ BLDG 99/` a:� - o '6 _ j "`• "q \\ �. ` 3 •cb g BLDG 58 PE 1496� ,y, .Y. \ B PE 1492.T f - I r i i 1 k6t B 65 RRM Pl BLDG38 `? •cb ! - / PE 1496.0 9 BLDG 58 s soh j�,r�.`- BLDG 74 �, P 1490.5 BLDG 37 ,� PE 1494.8 .' r PE 1490.2 PE 1495.E BLDG 57 j 1pi� ✓ tip ar PE 1494.2�r� /�?^.: 8 ryp�j' ,�jo LDG 66 j \ BLDG 36 h' 2 /BLDG 98 a tiPE / '1 - �l \. �,,'ky �'4rg PE t495.3 °i � 2 r .0 PE 14905 BLDG75/ 1g$I til' �o moo..\ r:.`•�� `\, f 1 a BLDG35 PE 149?.Y \ _ BLDG 67 c� 1}� �' n S `� ' R PEL 490.5 9 I PE 1490.0 BLDG"34 PE 1�94.3 Jr ELDG7 fJ / 'bs 'l BLDG6 y i BLDG 0. \ PE 1489 15`+17.65 ILAC = ' �\ PE 1490.3 � E 1 \ 1 +00. DAHLIA 'n s�,� BLDG n J 92 �h /' \PE 1492.E N 16 PE 1493.7 93 PE 1490.0 BLDG 32 e•• `$` h N a Ir �'+•;.;-:�� ..,Fti '�\ y(IDS ERR�1H N \3, PE 1493,E % BLDG �? . PE 1491.9 �''e .. \ PE 1489.7 o ' BLDG92 \ BLDG 31 1493.4 91 S ' �DG 79 �. PE 149%3 f Rr BLDG 30 LBLDG 91 PE 1492.7 PE D49 0 'j PE 1489.4^ t!' 26 SEE SHEETS 17&18 ` 40 20 0 40 80 120 mo � c GRAPHIC SCALE 1"= 40' o REVISIONS APPRV DATE SEAL: 250UTH pOiNTE DRIVE-SUITS 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET $ BENCH MARK DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR IT L. L I LAKE FOREST,CA 92630 Po ELEVATION: 1400.8T3(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'41JL� 949.588.0707 PRIOR TO CONSTRUCTION. 14 ! s e RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)9a9see.o7G9 ROUGH GRADING PLANS sm DESCRIPTION:2.7 MILES NORTHEAST ALONG o N �% ENGINEERING COMPANY ,;eke" UNAUTHORIZED CHANGES OF '^ ^ RAILROAD CANYON ROAD FROM THE BARRY J.COWAN s Bi�eQf1ns.�em INTERSECTION OF RAILROAD CANYON ROAD CALL n CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 mEF Orange San Diego-RNenido-San Ws grspoeakenfield5acmmemo-Phoenix-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET ,,, BEFORE I/J •- / tq, 46568 = VTTM #36117 & #36118 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! 1C��%'i'� O-S•(] + » PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS / l BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 m a 6.0 FEET SOUTHWEST OF POWER POLE - FILE N0. e m w1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE•42866 DATE J• CIVIL �• INTERIM CITY ENGINEER ♦qTF -�,r�„�- Zp SCALE: SHEET SPECIFIC � �< MARKER POST, BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVV' '''"�-'� 8/? rs ROUGH GRADING _ Q ! o o TOP OF CONRETE POST E-14-70. Call at Isast 2 worKing days prior to excava-H g. DESIGNED BY: DRAWN BY: BY. CITY OF LAKE ELSINORE BARRY J.COWAN,RCE •C46568 DATE DATE: 1 1 o y a SEE 1 & 1168 ;r,.. SHEETS 0 Jf�I �" c � � � ,. -_.._,t r,, ,i � � V A r,�-••�•- „- � ,/ �.-� ��..-..-'"""�, _-,.---�",._--^'"" 6'WIDE;EARTHEN BERM GR DERMP R QSS f r i ' � 'C t � ,;�,y•',,:'' .,.''r / ,� <v'- ."^ �° - � 11 GIP NS �'✓ I G 2' PAD EL P SLOPE PER MASS / w N t r, 'y' /✓r,,.: /' 5'WIDE EARTHEN I GRADING PLANS BERM PER PLAN ry/ ti \ \' A1A GRA1JLAN3 / /�-� tfff t �7 YY EARTHEN BERM PER MASS GRADING PLANS ' / (TO BE REMOVED AT PRECISE GRADE) SECTION D-D / ✓ r � ' �' ' j NTS B,Q` llJ j r rrJ v: v�v y/ STY04C�~ r \ r'rti J9 BLDG 122 � u ;,✓' ,/ /,ry 'l11 v� ,•'�Tvv <pr r / �6, PE 1498.2 C f Lr 7 I 1 BLDG 121 ii 4 i7 E1497.9 BLDG 120 / BLDG 123 �\ ✓` �{ '� � PE 1497.5 - �j PE 1498.3 � ' '1 1 GRADING PLAN o J. '� o. w \ 13+89.73 DAHLIA +i i /� r;'/ ✓/" f /// ,' / '/ o� 9/ h rya. g ' o- ,1 / 1482.736 WESTRIDGE ,R t t� j l/ (� 1 /� ,j"'�� by so�!L°' o y \, �, `r O•b qg6' PE 1497.9' '�„�d...., 5'WIDE EARTHEN jJ j 2 i jJJ a�/ BLDG 8.0 8LDG125 125h01 PE 1498.0 �� PE 1497.5 `� �` GRADING y / / i i 10+93.24i INTi r id I \Q 0+ 0.0 LUEBELL 9g ��2 h \ 48829 ro. t[ \ 1 4g� 'BLDG 138 �) Y �k U1 BLDG 118 -... BLDG 126 BLbG t7 ' 1 b r PE 1497.7� \ 9 PE 1496.7�cQ p /�9 / ~ \ PE,1468.7 111 yti, 1h \�y h '� ?1 / BLDG 136 m \ \ \ \ LLI // 1 ' '`\ BU)G 117 tb ,% o .. 1 W WIDE EARTHEN /° p PE 1490.8 PE 1496.3 �\,\'� .�, \ \ SP BERM PER -+ % t a 1F L A \ GRAD1k8 F 0� 9LDG i t 1 o- U �� V f/� BLDG 116 S ` ' \ h / 2 9' c \ + 1 a• -s '6 ^'hE 4135 A2 o. s t W PE 1497.0 81DG t28 �� a \ W\ \ TO RAIN P i �„ \ Vl. �y 8 PE 1496.0 0 CANYON S r y..--' �titi '• f1� 15 A V `�' �- VTTM*36117& 3611 r ; 4a 6.2, ` 1 ` YO lS _ -.� � M DRAIN PLANS f i ....-...--.. RARING PER "� : PE t496,7 - 3B1 36 A P j BLDG 129 �� BLDG 134 `\, STORM M GRADING PLANS r. \ \ c a�\ �\ s h0 ON PE HILLS PHASE B' \ \ p0 s 1495.E �� 0 PE 1492.2�:1 �� #38117&36118' \ s, \�� 1 ✓ / BLDG 439 \` BLDG 114; �? ' n � \ PE,1490.5 GA J cb / 8 BLDG 133 r Y` PE 1496,3 k .Y! BID.1495.2' N PE 1492.7 PE W952 SQ 1y ry r 1r r 6A96 ��`\. ��\ �'� � r �� '(". � O :10 \• .__. 5'WID A BLDG 113 V 'S i � � t�, � � BLD�40 1496. GG DpNG 0 BLDG 131 r m',j�� ti ''� `\ P 1490.5 \RA � � ,9S` i � PE�9042 � t BLDG 112 PE 1495.E 1•' \ \ N�r v�.. `\ �g ` \ BLDG 132 o ' 10 Lqh 1 �\ \ PE 1494.25 'j�, ;':'- C 1 .. '; > BLDG 141 %a< `\.. \ "�r h� 2 /BLDG 171 -aa,`I.a' `4d PE 1490.3 `,,, BLDG 5.3 / ¢ \ � \ � �"\,� i � A � w ,q, t PE 1495.3 V A N�� ! 7 r PE 490.5 +t� �� cg v j 'N 9W9S �r� j O BLDGg�150/ g$l Ib A a A BLDG 110 PE 141.1 �4� 1 BLDG \ g BLDG 142 PE `I 0 PE�440.5 �� `L ,r'' t - #", € I � � �� '� t�.. �\�. � 1h� BLDG✓109. �\\ �' ;. 'S' 4" BLDG 151 �/ � �6�p ��•�� PE 1494.3 PE W93.3i �r / 1 BLOG1, l / BLDG169 . PE 1489 PE 1490.3 ) s 11492 3;\ \ BLDG 11 !r I �o� Jky°i PE 1492.E \ PE 1493.7a9S LDG 188 r \ \,tea\ BLDG 101 W. 153 ID PE MAS5- \ PE 1493.69 - /P�7G4919 B�gFtM. R 1� � GRDIN PLANS !ry5 \.rya: A ! h� BLDG167 \ \ \ 1 \ 6 PE 1489.7 , t \ ;', \,, S �\ BLDG 106 91 S/ \ ss x x ' \\ j I r f y! !I - .. t�. �� .,,,., , ... ' `'•,�iaa. ,\�\ , E 1493.4 ryY� PE ift3 II r SZ �, .__. .. �� •, �,c V A Ire �� N � i � .` � :T^,. BLDG105 155 `his f BLDG166 .. P a r r `. l;, T,j�....... 'r ,•'. f _ `\ PE 1492.7 PE 1489.4 , `d \ � \ PEE W91.0 3 N' SEE SHEETS 17& 18 - 40 20 40- 8o PLO ms �� -'� t � o co GRAPHIC SCALE 1'= 40' ° BENCH MARK: AN REVISIONS - APPRV DATE SEAL: 2 SOUTH POINTS DRIVE-SUI7E 275 1-141061 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E n ELEVATION: 1400.873(NGVO 29) LAKE FOREST,CA 92630 +°� RIVERSIDE COUNTY DESIGNATION:E-14-70 W �� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( (FAX)9a.o7n7 PRIOR TO CONSTRUCTION, i F{A ' e G. L C'�9-M P�1 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. y9 (PAx)949.58&.0709 ROUGH GRADING PLANS OF F m DESCRIPTION:2.7 MILES NORTHEAST ALONG - a� �� UNAUTHORIZED CHANGES J ENGINEERING COMPANY rick.ngineering,com N RAILROAD CANYON ROAD FROM THE C,uy BARRY J.COWAN �, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR ms< INTERSECTION OF RAILROAD 12 CANYON ROAD No, l OI.I - o.ang. San Diego-Riverside-San Luis Obispo-Bakersfield-Sacamenro-Phceniz-Tuoon 28 N AND STATE HIGHWAY 71,722.0 FEET t, BEFORE �, 46568 'D RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE V T T M #36117 & #36116 o S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE.PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 6 c e T 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. m =1853732E,t0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVINA,RCE°42866 DATE Jj CIVIL �� /+ 2 _ INTERIM CITY ENGINEER 4TF. I1.�-� Q(,�t�.�..r �jJ�.a1ia f"I SCALE: SHEET SPECIFIC MARKER POST, BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVE ROUGH GRADING _ R D N TOP OF CONRETE POST E-14-70. Ca@ at least 2 working days prior to excavating. DESIGNED 8Y: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.COWAN, CE "C46568 DATE GATE: 9.17 SEE SHEET 11 & 12 X.171� S I 0o W. ....... zwo BLDG 18 BLDG BLDG 2L P� BLDG 2e R, ZaI BLDG PE 1497.9 PE 1497.9 RE 14 BLDG PE 149U BLDG 4T BLDG W PE 1495.8 PE 14 RE 1497.4 BLDG$4 PE 1495.4 TIR 30-4 BLDG 1.1- ,4,4, V zoo RE 1494.9 4P 96 RE 142 x! v BLDG 2+- ............ 14 9 x ro RE 1497.1 fyfvc k IA G G PER 47 BLDG 4r 2 '�0 PLA RE 14uq.o 100.00 CLOVER CANYONHUSP Sre k5- 22+ .70 G 24+20.04 SNAPDRA 1495.88ys 4 -------- 1495 0 9 BLDG 25 Z17- 5.5 24+9 '%14 76L5' llm'u 2AC -Z 4113 L BLDG 08 PE 1496.7 BLDG W A xl�' BLDG N ZAlk - /� BLDG tt 199TO PE 1493.8 118 BLDGM z5z Al� 96 x P, S9 RE 1496.0 1.19 CLOVER 14 PE 1493.8 BLDG W 96.82 DA RE 194996.3 90-97 1494. BLDG 2&zm ............ 3225 q ,I N EC RE 14972 1 i / L1} P BLDG PE 1493.4 RE 1493.4 -10+00.1 BEGIN ND L�/y 49 --BLDG ZA- LkVX,1'4.1 N .. ...... 20 0- PE 1495.1 80.54 tc* �8 BLDG a- FE 14 .9 b ILDGW'-- BLDG W, BLDG 74 PE 1499.3 rt 1498 BLDGZ- r'\ X, BLDO-9ro PE 1499.6 'RE RE 1�92.1 RE 1493.0 1496.2 G2 .8 TV"WA 11"fl 49J5 em - PE 1494.6 4e.09 PE 14Ub.b 93 kly BLDG W BLDG R v BLDG T rlt V6 146� . ...... m P RE 1492.1 PE 149T.1 BLDG E'1492.6 63.60 9447 RE 14 BLD 3 3 V TRA�f 89* -\�E 1497.5 tjLuu-mr, I ,, / I- - M BUD 27+22. 9 CLOVE Im 13+14.47 PA r. PE 1492.2 PE 149L4 1492. x BLDG W Z(l* 0. _v/I G-A- BLDG 73- PE.14!14.0 4z� 1 lb W w. PE 14�7.8 8 'X ti No J, 23- ILDG+ BLDG�l RE'49.8 1 PE 90.0 BLD BLDG PE 1492.4 BLDG 34-V PE I PE 1494.7 WIDE' 'A PER MAS 13LDG 6- e, DG49 P ZIA(. P'LANS 'P PE 149t4 BUDGZ9 16�' AkTNEN do SLy 491.8 M P� S\, W PE�1489.6 41- RE 1 1 DING N N 0.1 1414 U RE 14 I/ . PAD LIMIT PE 13 1 1 l' I , /I - !4 � : 11+5P.76,iiIBISc5u_S I SLOPE 'Eff'. 5t�:� PER PLAN j PLANS X TYPE'C'ROLLED �/, BLDG14+ 090 HASE 8 f CURB& GUTTER 4.5'MIN I BLDG STREET IMP ey PE 149 7 % -36116 V99 I PE 1490-5 4 PLANS 27 01. cey 149 . I L"""1490.3 A ATORM DRAIN PERJj PAD EL PER PLAN C WON HILLS PHASE 8 BLDG 4- BLI BLDG&` TTM-46117&36)18 K P '1489.8 BLbG.W LOVER 7, TORM RAIN PL NS E 491.8 ZZZ P 149�_7y /'y IP SECTION G-G I q .9\- ANI G Lj NTS BLDG 68 k IJ �14 e4lil 14 RE 1489.6 BLDG 46 RE 149tO 9.9 X GAS ?a 4- T PAD LIMIT tA* j BLDG ....... RE 490.4 1 f0l. PER PLAN E 1489.2 DRAT PER --PE 1492.6 /X N. 36 17& 36118 -7 eoj PAD EL BLDG?r PE 1488.9ti PER PLAN PAD EL BLDG;* BLDG. #.85. RE 1491.0 5' PER RE 148 OE 1493.1 PLAN X. PRC i� BLDG?4- BLDG 42-ZW 4'! SECTION E-E PE 149t5 RE 1488.2 NIS 6D BLDG 74R- BLDG 4 E 1487.9 A SEE SHEET 18 T40 -90 0 40 80 120 o GRAPHIC SCALE 1" 40' .1 5w6' a&'JvAj 9/m/16' 4-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 3 REVISIONS APPRV DATE SEAL: 2 BENCH MARK: LASKOUTHPSO TE DRIVE-SURE 275 CITY OF LAKE ELSINORE E FORE T!N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESL CA�21�. ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400,873 NGVD 29) DIG ALERT %CALIcAb4i-� __V&_NiRF_THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 15 3 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 AT CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. OF DESCRIPTION;2.7 MILES NORTHEAST ALONG . . I I - UNAUTHORIZED CHANGES ROUGH GRADING PLANS ENGINEERING COMPANYgineering.com RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR INTERSECTION OF RAILROAD CANYON ROAD 0mg. Sm C� Scnw Phoenex Tucon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE lego-R�ide-Sm W,Obl,�0*Add- 29 AND STATE HIGHWAY 71,122.0 FEET BEFORE No 46568 PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED VTTM #36117 & #36118 SHEETS NORTHWEST OF RAILROAD CANYON ROAD, YOU DIU. i CANYON HILLS PHASE 8 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. I 4B L E%7.. PE't 8 I I .1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE CIVIL SCALE; SHEET SPECIFIC 7 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERTCHECKED - INTERIM CITY ENGINEER ROUGH GRADING TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BYi BY: CITY OF LAKE ELSINORE C?b WAN,-RCE -C46568 DATE DATE: it R li i I ! w I 1 ,Ct �In` � .,1. "r/"'.Iy� -:,"I.I-,I..1 �I � 'E. T : .-".-.' I� ,,--- ..- l P /E1 " r-' ,II— t, 1. 1,\ 1 � IL O6 1 I� - "I vI- - '--- 7 � ,-C\-,-- .1 , I ,SEE SHE13 � k. l / FG 7 f , 11 A, .W I I I I ,� I -j- .I =, D_- ,�--, ,, r e 1 ',,v / 16 - j 17 3' � 4 - � �,, t ,,, P 9.I.... i I. 16I G 398.2 ' - 4��1 , 2, " � , ,; I " I ,, 39 Z� \- 7 ' -- I- .1- - 4N I..9 � ( , 1$9 ..: IER PLAN fI / 1 %3 � Y i ? i , A - 9b. - SLOPE PER MASS � " r' 11 , s?/ f , S- GRADING PLANS �',-" / ,l ' --�j 1 Nl;-� 'IV 4 -- � E 13 .2 II � 7 T ERM PER MASS GRADING PLANS DENSP G67 �l (TO BE REMOVED AT PRECISE GRADE) -,,�- I , , - I T. e 1 VEGE IAI-oN --. ? 1 � P � / � � / \ � 1 4 X SECTION D-D oa0 , '\ ,, , p 1 , . I 1 -7 NTS ( / x / i l I TRACT BOUNDARY ,J�� 3 , , / - Ir PE 13 I7 ,- / 1-*4k, - ( -,_,,,� " /1 /, , A III a.... / i IIII x ,! / FG 1J,b 1X1 /' z '3z5�6 `-, L- / --,I-, N 2 jw0,00a /� Y , /,, )- ATTE�& - i ,- " k -/ ,I " " 4/ v<1,� , / i �1 nRl:Sll -,,J o /1lag".. ��, i 7Z--U.', V31.1, -,-� I � I ,. I t \ .",\ \ - ,�, � X-,- - , /, < // 1, , / \ \ � 1 : :11�"l IA � I *, --1 I I I '- . / \ I l BLDG�g, ;5 -- ' * - ",., 2 - *1 ". "� v lb � , \ LDG 21 \ - i,, I / , , , 96�� "- � tv ,.W � , '.\ 1.I11iiII I ,, ,-�, III / , iI i, I \ E 1, .3 - / - j (-� -I , 1,. - / .� ----- �-�; , �--- -- R , l� > - .j D . " 3 I �-111 - ,/ ,0I v gI 4UA ! - - -� IkIIIi I�I I / N I'. � es �- -- -1-j67- ", --I .,,{ ,- x \ , 11 , , - IT13968-� ' J-1, A,� 7 � ;,. � ""..,., X), f,,ilDEEARTHE liI ,, f �— - -, , � e �, 11 �- \ M4 \ \ 2S I139. F 1 6 V ,'1. I1Ia' �l ,)�� " <�, ,x ,\ � ,� RMINGRPMA S 6�� .10 �'l -, cIAy j, / .. �^'.-.,. DG _ 1 �,I , . l"'� �:. I I,"\ , �, 6 I , 97. f --- � I -� X, ",� � / 1- 1 I1 pk -8.3 � - ,'I --F. 81-- �,l �-� I I- -�- :-� ."-,-- �1l1 1 ---I1.- '1 .--' -I---- -.-1- , I 4-I1, -D GLg - -1-.-:.. - ' <1 Fo - 60 . / ,- �lI /' , .' 1 ., -,� %- I _ - BL "ll ) 11---II / ,I r X . � - w � x . . 'll; / E 77 / I1 � LmPlJU�j I "061,9 / � � x1 "p � 131 , � . 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I Ns:�I � - 1t Ig .? 40 20 0 40 80 120 ,. 0 Si6 A9NA 0/0/*J GRAPHIC SCALE 1"= 40' L g REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2IOUTHIO! T1 DRIVE -14905C ARETAPPROOIMATE AND SHIALLNBEUVERFIED BY CONTRALTOR CITY OF LAKE ELSINORESHEET . ELEVATION: 1400.873(NGVD 291 DIG ALERT t4c & , x ; E59 LAKE FOREST, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4 � I I PRIOR TO CONSTRUCTION, Iv RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ROUGH GRADING PLANS OF 8'-' DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY llkll9illlll8.com UNAUTHORIZED CHANGES, iRAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILLNOT BE FOR I 29 I1*I1AAI4 ,S: INTERSECTION OF RAILROAD CANYON ROAD 0-8. San Diego-Riverside-San Luis Obispo-Bakersfield-S- Phoenix-PI-T— RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE �.� AND STATE HIGHWAY OA 122AN FEET YOU /;�44 /,-n/ - N� 46568 . VTTM #36117 & #36118 1NORTHWEST RAILROAD CYONROAD, — 1 * PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 1 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 FILE g6.0 FEET SOUTHWEST OF POWER POLE .I I. .1 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RCKTYINA,RINE-4 DATE CIVIL t INTERIM ENGINEER - Mf � 0I * SCALE: SHEET SPECIFIC �7 i MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED C ROUGH GRADING - - III 1 66 N TOP OF CONRETE POST E-14-70. Call 2 working days priort� GtI"Q, IDESIGNED BY: DRAWN BY: BY: CITY BARR 1. N,RCE *C46568 DATE DATE: i I I � I t ----.---.-"-,--- -----------.--.----.---.--,-, -,-----------------,-----,-,-- ,-- - - ,- - ---------------------,------,-----,---,----.,--.--,------I------- I� SEE SHEETS 13&14 �' PE BLDG 30 f I `3s - PE 1492.7 \ llr ' t BLDG29 w., s PE 1492.1 r PER ,-:- ti,•,., '" �^: '�.`� 0 .._ ., • ., -.,;'CAN. N Ht LS PHA ,.. � _....... .........._..., .. .,._. ,,, ., � .,. ,. -139 VT7Mw 56117&3 1&:- w - , ... T 8LDG28 P' r IN X k � .... :evY' --..., 7 Y .�•;� l 1 G 6"" ` + s 361TT I yyY N H PP - r• - BERI - .VTTFri 6 3 116 , y s as WIDE EHEN ( rrw____._ it �•-�.` �� .. S� .. vc0 ~,-sue,, / :�: .. .. s , ER MASS f / . .. GRADING PLANS - i "�,.,.> •.. ti`• Jopeia `\\ > I BL 3 h f / i J BERM PER MASS PANS3 PER',r. PE j� r :. < •� y 0 ILL A$E8 \ ��... /� _._..'7"."..._._.._--.•. GRADING PLANS c .. & f8 1403.0 i y�G .,-�BLS J ` q l 1 � ___•,--• \/ "- /` i/ /f, rj, �~�� `"''�::,:�"x,s.'�-r' c) �Ya l' /CONSTRUCT 5'WIDE EARTHEN ``,•` ` d7p E 1397.4 �7 �,"�/ ; ;' )• # ;,.�. ^` BERM PER DETAIL THIS SHEET 93 v xJt i STORM DRAIN P R r %r r i( j r' / v,., `i, I �\ j f v J IG i 1t CANYON 36117& 35118 rf/ �...� ;'' '� f it ii STORM DRAIN PLANS i f% IN i/ ..... f'G PER �,VITM HILLS#36 &361�B"�WASS GRADING PLAN �C , f/ f1 r _ i� 5'FIDE EARTHEN BERM PER MASS ('GRADING PLANS / �. Rt f _f to 1 1 t ✓ ;` t f 1 Jj �' ram i i W / r i rn m ^� / r :r� v f! � l� .`�.,� � rJ ,f i i 1 rf jf I � GRADING PER /� 1 r,11 to ti // 1 t I I SS GRADING PLANS i V ! i W ON HILLS PHASES !` C W / J Of 6 �J t i j ! 1 ;" /r f VFTM A'36117&361�8 / ! I t 5'WIDE EARTHEN/ 1'1i-" Jj "I -= - z S 6RM DRAIN PER f / / BERM PER MASS /J i > / J f % GRADING PLANS j c'L'� ANYON HILLS PHAS E, VT TMs 36117&36118/ .,�.. ...--..._,-_ - 3' : ...:.— "`-` -...-.n... ._ ..._... .._ .. O� .._,..�. .. -�_.,....,�-a�cf r TRACT BOUNDARY fr , 1 1.,.-.. ___._.-.-.'_- �, a -..-_$...._..._ / `'C• I� / •r :7 .._._mom �; ,: �`.�s, �-_._.._._ _ �ht"" �-8 f= 7 J{{J( g 6 X P8"RCP S ',,�.` ... _..-_....:'. -»...n.,._....,- .,- @k'�.+Ls: s....._. . "V ;vi�Jif'. EX z(NGER . ' .-tECThtC ,— ..._..•.- r :- `x....yxsu _ a;* j ` S - $ +90:36 AD-_C YONs<;RQA > e SggpO n zgyas 1 ... _ - - - .__ _ -_._`.,,•. `, ,--'-L YIN._.._ - '.�_'- ------_ 4 X. - :.:..�._""�.,t.�,.rY,'RCPXsfl... �..__._.._ .;__._....._ -•__:_^__,_;: ..._._,._;r°-- _ 7Y GYJNiw"11%! - _ .. .. --.._._...._. ___ __ -. _..d4�.1L LYE - .... �...._-_". er,!JJS :, -._".. ..._ _._...�-w...._..__--_: � �: ----�?,�=_..-..._..,,.. -'i4;.*.Li `Y'�--- -__.. UM�7C`-�i'2�.ft �( -.#,^,— f=X GAS -t d _..:;,,._ .�__ ___. ,__ . ,,. 6.�a _._. - -:�>k-.. ��.,-1=x f€�rrc SI_u%et�-ca - _. - X =. -- tV- o ry • —— -a.�-_ .: t -.--- -- -_,_..y7,, -i:C WATER -�X I I. 5 r `~ N FG PER MASS "' - - �' GRADING PLANS �� ..,: 1A;b0 .c J TLR'C ......, .. .. .... .,....t. SECTION F-F i 40 20 0 40 80 120 w 3 nv NITS o �. GRAPHIC SCALE 1"= 40' 'E ga Swd A✓A/,a,01A0 o w J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS �.E BENCH MARK. DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 1 SOUTH POiNTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E SHEET a ELEVATION: 1400.873(NGVD 29) ESSr LAKE FOREST,cn 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Ai'4� 949.sae.o7o7 PRIOR TO CONSTRUCTION. 17 o.o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. Q� (FAx)949sae.o7o9 ROUGH GRADING PLANS I. ,� DESCRIPTION:2.7 MILES NORTHEAST ALONG „�,� �l ENGINEERING COMPANY rf<kengmee 1e UNAUTHORIZED CHANGES OF RAILROAD CANYON ROAD FROM THE o BARRY J.COWAN s g.<om 29 CALL e•• CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT E F 0 R INTERSECTION OF RAILROAD CANYON ROAD m oange San Diego-Riverside-San Luis Obispo-eakersfleid-3acramenco-Phoenix-Tucwn RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE F AND STATE HIGHWAY 71,122.0 FEET BEFORE - c�+ �, 46568 = Y T T M #36117 & #36118 E S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! /� O^ Ir s PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS [ BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. �m a •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVMA,RCE"42866 DATE J} CIVIL � INTERIM CITY ENGINEER �lF �Afns.�.� �i.}(Zp Ef SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF cnv - ROUGH GRA-DING _ 0 0 TOP OF CONRETE POST E-14-70. Cafl at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: gy. CITY OF LAKE ELSINORE BARRY J.C WAN,RCE •C46568 DATE DATE: { { 1 1 SEE SHEETS 14&15 j jam+ A' LDG48- 'o J BLDG W 15- ay a. Ik0 a?F BLDG4Yg \� X 149t0 r PE 1489.4 t R s BLDG _._., 7` _ ; PE 1492.0 � .�• !',f r ,.�' J r f t s i PE 1489.1hy l03 \ BLDGBt 0 4s o PE 1490.8 , , d 3 ,-. 15+T929 CARNA � :; ✓ ` `ti '°s : BLDG 4B b 6h a.b u -fr: 13+29.75 HIB C r \ �Ii PE 1492.4 i9t4` ,,, lS} � `� ti j W � +4 BLDG-�� 66.89 s � � m s < •/� j ! j /� , ! , ! DZ ` BLIi82- w,s _ t02L BLDG112 Ib2 M a° PE 14905 STING DIME m 2 ¢� BLDG PI` E 1488.E^y� f 4s3 `0 -• BLDG 38' PE 1491.1 ? 61 •� ':�. I14}88.�3 ... `s, :J r e3. C �g �s t`r e.�, BLDGf"�'-�' \ � '� PE k93.0 Ah ws �` a lbl � � Fq�,� J ar•l PE 1488.9 to 1\ \ �'''� e0�� BLDG£e 1 ay p BLDGA3 PE 1488 PE 1490.3 '�-. •a �/ \\ o ,�51' // / f/ l I'� r 0� PE 1490.8 1 0 l J ",�1.�'� \, �\, sl � 1 �-��9'S /'"� ,� .'C „�` y PE 1469.5 `'m \ �F:� 'f � �,.,, ,7•-p1 ..,✓ �r j rJ r r/ � f ! r �f�t ,s34. -, l J P? ✓ P 9^^. '' ^ 0 .d1 l r5� .-..r.," �' �F' // j / f f� 'f 1 BLDG( ....... \�\ 6y \ v, BLDG 85- �....... +� 2s 9 / ., ry• m ....._... o,a Jp ,\. \ F's uyV ... y.'4\•� !r/ /fir " /, *'ss ..7:� x: gsC'`: \ ~~ 4 r PE 14901E ` ^' BLDG 84 PE 1489.4 m ems\28 5 r' phol BLDG 1�� ' \• BUDG4L�� ti \ \ N860002"E✓�% f I! HILLS kSE 8 �. BLDG 24 y yl\ s l 1490.2 BLDGIGS r{•y�s 01 �.,\ �, Na > .°y9C��' ,f� l`j / �'r{ f f/ r ' ' ; � t,.., , � k /�t 4"lr'" BLDG 18t Zo• f �wj � \ J�/` � t n v l LDG PB• y'"_---i's''2 w \ , .I° a-'/.t' ,. ,/ r/' \ i PE 1488.7 6 � BIDG 384 \ - N � / / // ,/,,s�r' ,'..'✓ t•', `i \\ ♦ u i g 19+65.1 LILAC = BLDG4J>A 3 _ gLDGB�I r✓ 9+92.85 ISCUS r l�'+4 m� PE 1488.9 6 q h4 (80 /1p ,\,S �, PE 1490.9 w 1488.88 kT' BLDG 89- 0 3 BLDG 48� 80 18+130.33 CARNATIO = i t 1 67A9 .�..- ,� PE 1489.2 O 41. .$ Ag ,,.'' t 1 i n BLDG 96 9 lal PE 1491.5 1` -5+13.92 LAVEND R J r i w BLDG417 PE 1489.4 �` �1 O BLDG IB8'" S )l\ til'. sy 148 57 r E LO E NU R-� C 2 88 21•1 !6Z APE 1492.1 A6' / -.j 02 'LI' ry/ ti� / i + ,4 \ i $ BLDG Yt _. et9 RIDGE WAY SGffAlJl P PE 1490.5 - � ! ;6� m BLDGIE? -5 '` p ' Ay' A0.- „i%'/✓ %//. _ 07+5 - R A YdN'�20AD , r$ (� � 3--11•:2 ._.._""' '•...._... ._..iB3 �$,--'PE -"' ..--- W' \ / ! I #g61L7A36118.1 7 1S4 nw PE 1492.8 18 A /' s t 6672 LD t8 PE `. J ' I I ( 1 9b 124.' VAR, lBt �' BLDG 2.4 45' `N•-'\N o_ _ a r'' PE 1490.8 , r /. "•� Rl , I 1 " PBBL 9O 8 0'4 0' o l6� ° (fib $ BLDGPE 4�1 y iTl w BLDG111 g BLDGe- I im BLDG 4+2� � PE 1491.6...... 49-,3 �.- a-F � PE 1491.2 � � 1� � I { ` 12/ I ! - 1- 6659 i 21-.X, '"� _..�-f>._' 4yy _._..'..-5IA4__6:_0S.4.< 0��,.""_"__ '`,_.W. 5"4'l'49� ,,�- 4°'4 GS� Q4 l''..B LDG�#4o- BLD_G 4&,- �P BE_L_D9_4G.9_1b1.38� ,„A��/'/.;'r,;",'j;l.,rr-/;j`/,�r�'f,//?'/'''��f;:,/'%�rr/.:�j/,,, ''?<re:•,.^`. Al40 �"✓"/E/R 1 1+46.43 fl .r• .. PE1441.1._ WATER v ....enr .. X4=1 h4 a - : BLDG 42• tg s' i`L.' rr"' � 'p'tEEh"17A77CS f / � < jj b° i Asa.,n - i I I BLDG 49 5 r A / !, x''/ rests ,:J X I ) o S PE 14915 P - 64 42' BLDGi2 E / �i?!C rr i I � fir. .. _ '_;1� i' r`: s' � c . I � �,. ..- .,.._. �2g ..r , � X � t 663s °I� ELDGJa o >�/ /.et l i 4? l ( I II 1# r �r✓''i I l I 1 # I I I 29. 5 m BLDG�1.7 BLDG 16 PE 1491.6 g 48-"� i r, X CABL J J 1 jj ter 5 Wlb�.. AR7 EN I �245PE 1491.3 O v 1$-= I ) DER'1 j MASS ! 93 N o BLDG N PE 1491.1 „45.:E' Wll1ET '' .'f a?;t,.e f }< X �i My N '' 5 �A r .' vrz sear (GRAD�NO,PLANS ( II PE 14918 v 4 ° r M 'tK MA�"' s i 1 ry 0' 7..68 i ✓ �` v r 01 PLANS r r f ' ` X CANYON HILLS �-_ 3 �-✓/'-"^„"' ..^ �..'.,'"�` ,. . .- ""r�r, '°"`te/r ,.^ �/: ,:�`s _ ;%'.•8-`` .�F. _ .. X FIRE STATION*94 35.49__ 23 " 4532- : CONt ts11b/ 7_-30 0 a d TI1CT BOUNDARY ^ t 22+22.79� `-_.SLOPE GRADING' 00 2 __MB`79___-, 4--_.a- 'AIASSGRADL P-L4N3 y'•49 i9T X' / \ <sxe dsxe J -_------G4NYO1V LS PHASE c \ - r V7TA4"#36117'8-36"f18" E1 :ram t±.:g<' w { 1 � � �..`_�"-. ..._L... �--•`------!t!- -�,,.. !.. ,....- ; j„/ �, .ter~ j:�4�'�w � X �,r•"'r - -- - s 6,600 ie'k�P S� ors eta f f xt..., ,. x,.g9T1 ..'?\I:".x � _ _....._.. _ ... f 1 1 J e �X SE'({ ''^.:f} .. �f✓$ ._„` 6 . ....� ::.__.�.. ,A'16'f'Y{'.GEYCRNow- C N s ss _,.._.. _ - EX FIBER Of"'fC �`✓ f PAD 3 -- - „ .. --t- •`""' X r.,� ............ __. PER PLAIN 2, S(,AT itLG.. .. PAD EL r s as. PER PLAN h o :.. EL_. _.. y1 RCP SO _ _ ..-...-=-fs'� - r -.r;.. ':.,esz, { r4Y _ .... PERAPLAN S GRADING PLO w z -_;..�.--_ -�_. PAD EL { g ! =;,-"- '-- --" -:- •�`..,,acs �"'.,, -. r �� <'+� PER PLAN EARTHEN BERM PER MASS GRADING PLANS , 4sr e_.r a v ram.... �4 TO BE REMOVED AT PRECISE GRADE) _ y ° SECTION E-E SECTION D-D 47 i. an, Xre3s.:,-- ..... a t s� NTS NTS X , o� 40 20 0 40 80 tt0 GRAPHIC SCALE 1"= 40' 999 Swb BVVA, 9/7o/ry ° BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOLrHPOINTEDRIVE-SUITE275 d-t a9o5 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.873(NGVD 291- ,ytL�.tSUNS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L 31 N O R E ESSIpp�� LAKE FOREST,CA 92630 _ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ^W( 949.588.0707 PRIOR TO CONSTRUCTION. ROUGH GRADING PLANS RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND LAWS,AND A PERMIT CAN BE ISSUED. F . 0 0 ...__._-_ (FAX)949.688.0709 OF $m DESCRIPTION:2.7 MILES NORTHEAST ALONG �c� UNAUTHORIZED CHANGES .n ENGINEERING COMPANY ricken gineering.com ' RAILROAD CANYON ROAD FROM THE CALL - ----- BARRY J.COWAN a CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 � •- INTERSECTION OF RAILROAD CANYON ROAD z orange send;ego-w.-e,:;de-sanw;.om:Pv-eatersr;dsacramemo-Pnoen«-Tucson } $ - BEFORE �� yo, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET :, roV pIG, 1`�ec!,�"-__ d't�'S/ VTTM #36117 & #36118 t N NORTHWEST OF RAILROAD CANYON ROAD, / 't ♦ ♦ PREPARED UNDER THE DIRECTION OF: BY THEPREPARER OF THESE PLANS AND THE BE APPROVED I. SHEETS 6.0 FEET SOUTHWEST OF POWER POLE CANYON HILLS PHASE 8 FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE•42866 DATE J}4l CIVIL ��! !8 SCALE: SHEET SPECIFIC { =a MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER f OF CAV1 ` g""`"q � � �rs ROUGH GRADING _ ! 0 0& TOP OF CONRETE POST E-14-70. Cab at least 2 vorking days prior to excavating. DESIGNED BY: DRAWN BY: gy. CITY OF LAKE ELSINORE BARRY J. AN,RCE-C46568 DATE DATE: 4 I I . ... ..... ..... LEGEND: EROSION CONTROL SUBDIVISION BOUNDARY X X . ....... .......... TACKIFIER ......... SILT FENCE X GRAVEL BAGS a0000aocacc00000 W. ti ........ STABILIZED CONSTRUCTION ENTRANCE/EXIT )FNISE Vt.GETA ITON 7— ...... ........ > X L .............. N f f Y X '7 ................. ....... 6� X '459 k AT DENSE 0, X I. ; I ., - I VEGETATION fo .; / . ./ LU CV w 4 LLI w N.K x 4, IJ)2.7 U TABLE "A"ON W 'STANCE PE SHEET 6 (I`P� 0 3 If! 52 7 V i if X DENSC VEGETATION i U5.4 X X, CIO) -ARKEp IM 4y ROCKS CONSTRUCTION NOTES SEE SHEETS 21 &22 50 TACKIFIER 40 20 0 40 so lzo W�— — SILT FENCE PER DETAIL ON SHEET 6 GRAPHIC SCALE T' 40' flfl 9 GRAVEL BAGS PER DETAIL ON SHEET 6 Swo,OVMA,WA01tr tN 11 I REVISIONS APPRV DATE SEAL: J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET, BENCH THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W LA CITY OF LAKE E L S I N O R E L 0 MARK: WITH I l.0UTIl PO!NT'DRIVE-SUITE275 DIG ALERT NO AS-e,%*,T ftlt Swsl .R.CA�'.ii ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR 2 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION, 19 RIVERSIDE COUNTY DESIGNATION:E-14-70 Fo DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. UNAUTHORIZED CHANGES' ROUGH GRADING PLANS OF RAILROAD CANYON ROAD FROM THE CALL B Y J.COWAN ENGINEERING COMPANY i,k,,gi....i,g.,,m I San Diego—wvside-5,,Luis obivo Bak—field Sacr—t-�nw�Tumwi CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 INTERSECTION OF RAILROAD CANYON ROAD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE 46 VTTM #36117 & #36118 SHEETS OF: T YOU DIG' PREPARED UNDER THE DIRECTION PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED NORTHWEST OF RAILROAD CANYON ROAD, /0 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 NO. 6.0 FEET SOUTHWEST OF POWER POLE —FILE #1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE'42866 DATE [KALE: SHEET SPECIFIC CHEC INTERIM CITY ENGINEER slutro Is EROSION CONTROL OF C MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE BARRY S.dbWAN,RCE 'C46568 DATE DATE: ,5 5 TOP CONRETE POST E-14-70. Call at bast 2 working days prlot-to excavating. . .... ........ A t .......... .......... P W. \N" ................ .401ii j".4 -------------- ....... .....A ..............v 1680 ............ ......... . ...... ... 167 .... .............. % \ J . , ............ ............. x .... ......... ............. p. DISTANCF ER .j ki'lli .................. .. ........ ... q _50EEI �TYP)G m 16- CK"' ... ....... ............ %V. v cn m N, 0 M ............ ............. (All m m . .............. ..........- ........... .... ........ ...... ..... Q11 9 x .......... J ------- --- ,lit .............. . .. .......... ........... f A, . ......... ....... .......... -7t 0\\ z f xi .......... Y, t 4, Y J!i j 5 d ........... ........ ........ at Jjjj 9 23 -PARKER WAY CONSTRUCTION NOTES SEE SHEETS 22 &23 TACKIFIER (@ A"S") B-1,U 1, Tz' 40 20 0 40 80 1 120 ? 52 SILT FENCE PER DETAIL ON SHEET 6 a2 GRAPHIC SCALE 1"= 40' GRAVEL BAGS PER DETAIL ON SHEET 6 s w a, ol)A, pild/I F J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET REVISIONS APPRV DATE SEAL: 5OU H PO!N DRI'V.1 1U11E Ill ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE BENCH MARK: C �, ELEVATION; 1400.873(NGVD 29) DIG ALERT go A&-mt;y C~Ncs THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 'IA.FT.FIEIT _TA THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR EMSW9 949.588.0707 PRIOR TO CONSTRUCTION. 20 po RIVERSIDE COUNTY DESIGNATION:E-14-70 y CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 UNAUTHORIZED ROUGH GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG D CHANGES, ENGINEERING COMPANY H�k—,i,.— RAILROAD CANYON ROAD FROM THE CAIJ RRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 INTERSECTION OF RAILROAD CANYON ROAD BEFORE I A No 46568 O..g. San Usage.Riverside�Son Wis Obispo-Bakersfield-Sac—Ph—i-T— RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. RT YOU DIG' PREPARED UNDER THE DIRECTION OF: 2, 6.0 FEET SOUTHWEST OF POWER POLE CANYON HILLS PHASE 8 FILE NO. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 ISIW%#15 SCALE: SHEET SPECIR KEN J.RUKAVINA RCE*42866 DATE CIVIL CHECKED INTERIM CITY ENGINEER EROSION CONTROL MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF CAVV TOP OF Call at bast 2 working days prior to excavating. ""YJ.24AN,RCE'C46568 DATE DATE:M CONRETE POST E-14-70. By� BARR 1 13 io-) SEE SHEET 19 \ 18! > jj Racks. JJ r j ✓ ff / 52 r , l ti ' r , r / r M f ✓/ , .'"btu ,( y�: �'•� / �� f I -310,6 Xvr X,j I V 3E I A TI ON r \ r X 7 rt ` I: �o , :DISTANCE PER 1 / " X X TABLE „A,ION SHEET 6 (TYP) r �J BF 2 j( i j : .\ ,, :..'.. .r .-D(%.i. r ... .-.:•' 'i:r 'f, Al t,. tIi VV ��f ( -_ X: , / J ,... ( I i X � i �, `\ "..,�,. ;. c X �,ot, >. r� 1 n,1 i '� 04 ,• I z j v4� _ / cn Y _ %' r �, � m J : / j } t ' ;, / ! .. .,...tin. \... 1 I 50 ! 14 � i � ;r� '} �}� w i. '1 � t `t .tomUJI J � / � y t i , i r XI i , f 52 - , .. 4l X VEGETATION I! 1 it . / / //" '_••.,,.� -n.,..�-� i i/,!,,- y-"" t ,V A,.VA A� ,., �'A\ 1 �f` y/�/ Nn•`o- is NO / i ;�rw �, �� r „ .1},• v'yi y1 ; r� �,;', r �' r ,ry i f f �` 1 J 4 r f c3 >S/ 1 I T ins 132 / i iTE r 7500 o r T X DENS'L V11,,,:TA TIi.'.:"e ' `?'' ))t` r, .'i:�/ i! ,/ '1T'o.7x/ f r� ✓'' l i/�' ! �{(+ •7,, o ;; / / '-i,,,,w'.; r,:.: t ,T.:- ",� :�'. Its",.!_ ='�. � ''J � •!!� A ( }} � `3� 1 � .>, I ! I _��I ✓'� .T` !),� All CONSTRUCTION NOTES _ SEE SHEETS 24&25su c 50 TACKIFIER g ++ 40 20 0 - 40 80 120 W SILT FENCE PER DETAIL ON SHEET 6 53 GRAVEL BAGS PER DETAIL ON SHEET 6 $tNC, BVV4, 01101(:! GRAPHIC SCALE 1"= 40' BENCH MARK: REVISIONS APPRV DATE SEAL: 2SOUTHPOINTEDRNE-SUfiE275 d-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET I DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L$I N O R E E551 LAKE FOREST,CA 92630 t. ate, ELEVATION: 1400.873(NGVD 291 4 -- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 0'1'4( 949.588A707 PRIOR TO CONSTRUCTION. 21 - RIVERSIDE COUNTY DESIGNATION:E-14-70 o CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (PAx)949sEa.07o9 ROUGH GRADING PLANS p°° DESCRIPTION:2.7 MILES NORTHEAST ALONG �� UNAUTHORIZED CHANGES OF i w ^ RAILROAD CANYON ROAD FROM THE ,� BARRY J.COWAN ENGINEERING COMPANY Nckengineenng.com INTERSECTION OF RAILROAD CANYON ROAD CALL CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 a c m Orange San Ng,-Rl,,Wde-San LW,Obispo-eakeM,ld-Saaamena Phoenix-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE �.� !' �, 46568 V T T M #36117 & #36118 I U N NORTHWEST OF RAILROAD CANYON ROAD, You oic! C6��"""— D�.S-1� PREPARED CINDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 I 6 0 FEET SOUTHWEST OF POWER POLE FILE N0. m •1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 K J.RUKAVINA,RCE"42866 DATE Jj CIVIL �! INTERIM CITY ENGINEER 'F(' C/�ran.. �ZpFS SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: - CHECKED CITY OF LAKE ELSINORE l OF CACY 9 EROSION CONTROL _ - o B Z+ TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to movating. BY: BARRY J.C WAN,RCE OC46568 DATE DATE: I I SEE SHEETS 19&20 F -PARIEER-WAY- - -� J< , dG� � t I I 52 1 ` n o, l w /✓ _ l t � k , t 1 ` , i r j 52. l k { - -- - D�TANCE PER 53 %v l - HEET r 52 DISTANCE PER it ✓ 53 { ` TABLE'A"ON-- � �'' _3 i 1 .� Q ' SHEET 6 ITYPJ— / t 1 O 7 I I 9� ae 52� 53 "v/ \ 1 } --- r r 5D cy m �`, I O m � 2 W a � � 2 \� �s m r u 50 _ �� — -- -- -- - W i o � ` f � 1 t1 52 4 63 f �� 5 PRE,Sr alv Coup _ESTONCOURT. �� Y!/�. '�Qp9• 1 60 l I� 50 �197� _ __ 4 — "60, 4 I 53 _ .., -; 5 53 6 :SW53 50 I _. ,; _. oo } 52 r if - r 52 - --. - 4 _ -- S ,�- .,.. ,�-�-• ' EASEMENT - � FtCC€SS/I�T�L�TY ; i i CONSTRUCTION NOTES SEE SHEETS 25&26 , 50 TACKIFIER - .- -B - o= Lt 52 SILT FENCE PER DETAIL ON SHEET 6 4o zo 0 4o so izo <a 0 GRAVEL BAGS PER DETAIL ON SHEET 6 5 w,e ✓NA .9//0�/g GRAPHIC SCALE 1"= 40' y �- ° BENCH MARK REVISIONS APPRV DATE , SEAL: 250UTH POINTE DRNE-SUITE 27s J-'14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET _ ELEVATION: 140D.873 INGYD 29) DIG ALERT p£E'L' x �K THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH pFESYp L E FOREST,CA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y 0 F LAKE E L S 1 N O R E `2_ 13�T'1.� 1 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR NA/ 949.588.0707 PRIOR TO CONSTRUCTION. 22 0 o RIVERSIDE COUNTY DESIGNATION:E-14-70 e a r `� #Ii)l".'I�N�fy��_ ' CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. `v� fy (FAx)949.588.0709 ROUGH GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG '(p ENGINEERING COMPANY ,;<ke„e;,,eE,;�B.<"m UNAUTHORIZED CHANGES, _ w ^ RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 INTERSECTION OF RAILROAD CANYON ROAD s orange sao 0;eyo-Rro«:me-sao w;:om:Po.ezk<nneld-s�«ame�toPho�� -n<:oo RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE yTTM #36117 & #36118 r N AND STATE HIGHWAY OA CAN FEET BEFORE OIRE No. 46568 PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, �O' '/5 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS P H A S E 8 6.0 FEET SOUTHWEST OF POWER POLE �. - FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 KEN J.RUKAVINA,RCE•42866 DATE �f4' CIVIL �� SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER rf tE�' _ —�+'�^ - $ « EROSION CONTROL _ UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE OF CAL BARRY J.C WAN,RCE "C46568 DATE DATE: 1 io"I - a 0 0 TOP OF CONRETE POST E-14-70. coR at kast 2 working days prior to excavating. t, I s� I� SEE SHEET 20 14411.9ASPH . , Cio My f 8 , -........__......____„'- 1 1 i L S 1 kyyyj iSe # X J 1, so i r i✓' 3 s' � :..... s. 1450 t III L �` DISTANCE P pAXTON f ✓ i / LANE____ FABLE „A„ON f `i x t! SHEET 6 ITYPI xr4sey .✓ >4s7c! j,F;j r/ I I r ij i J f � i FV 1451g I;. 1 /// 53 - �- r; t r �� -�- �j/4Y /f i '4Uv.4��,,,• ^',.,,,,•,-" ff�4h74 ; !`j• rj ,4ss.c r.. J ra.s.ri j J frn sox j � / r m rn - � �.14S6` • ` ; //( i46 # .1ntp4ry /%i = N r , X/ o _ - _ -r M _ V � \, _-_ t rr;. �r1 �r47r.: � �vr..••,� 45c.r;�\ /�;k' r%QQ j lrr , `j ;X 4r:�r,x 'Z/ "` __ ' �• - ........ 'Owii �'` ,�':` rr '!! r 4^/P.9 a„ r f 456 I r4:c.s �"-..,./ racy. `I r�� j �! 4,51 F 1470,9 ;e7o.s 1460 '\ � V�. ~"�.�• 'T / ��'�' �.. �``^•. ;`1 :.:.,....a.. "r r4'1 ;>S3 ,, x X�-%�` 'j, r i j�i' tf j,'f`,� 'i..s ,. ..F (f` \ r •...i, ! ,.. r^ :`--gam y `-:\. .983i r f j i ar / "''�� \ Y" �i�•V .:.ra' :'•) j ,.:i�:�H �; � .r�'r r J j i r Ir•,..f' xras,3 �1 4779 !., e /7:'. ,f 4 „LW 7' S !r r`r r(i (v"• _--_ — — 476' X-1 URT . tyf j xl?aFtI r xX "471,1 c X x �;Af 1478.E 17476L q r475,5 s �\ �*r ,t-, 7 rsre.s X:a.s `5•��^.,, )/ r4s 0` i. "�:J b�'^'- '" , .q.s., �` t^•,,, !i' t xllme.7 l` r Ts.7 X /'may '` t X r j ' rr,, r451A r $ 52 jI 4 rA>7t -,., sar e ^*,v /`s ��•\ ^e _-_ro14'0`xt4a , 1 i i --- SELF T r�.,,' _ r / !� I r x j 1 - r` r47v`,_ i , .....li r47^Tr ?47,3 Fj f47.J J r ':47•J.9�.,4/ r { 2„ CONSTRUCTION NOTES SEE SHEET26 � 50 TACKIFIER 40 20 0 40 80 120 ti w v 52 SILT FENCE PER DETAIL ON SHEET 6 '- 53 GRAPHIC SCALE 1rr= 40' GRAVEL BAGS PER DETAIL ON SHEET 6 S,'wb, B vNA �lM/� - -- - . BENCH MARK: REVISIONS APPRV DATE SEAL: 2SOUTH POINTE DRIVE-SUITE 275 a-14905c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET �N c r ELEVATION: 1400.873 INGVD 29) DIG ALERT 1� - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ESSI LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OVIY . 949.Sae.D7G7 PRIOR TO CONSTRUCTION. 23 p o RIVERSIDE COUNTY DESIGNATION:E-14-70 a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 ROUGH GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONGc UNAUTHORIZED CHANGES; . _ a ENGINEERING COMPANY rickw-Pho en=n 29 RAILROAD CANYON ROAD FROM THE �� CALL BARRY J.COWAN � CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR INTERSECTION OF RAILROAD CANYON ROAD orange San Diego-Riverside-San Wis Obispo-Bakersfield-Sacramento-PhoeMx-Tuson VTTM #36117 & #36118 BEFORE 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE iF, �, AND STATE HIGHWAY OA 122.0AN FEET x �• r S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! /U�9�j � * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. C A N Y 0 N HILLS PHASE 8 g 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. '1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 KEN J. CITY NA,ENGINEER w42866 DATE Jf'T CIVIL 8/�L SCALE: SHEET SPECIFIC -a MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER f Yt�' -��•'�w� � EROSION CONTROL UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF CAl w o ci w TOP OF CONRETE POST E-14-70. Cal at bast 2 working days prior to excovating. BY: BARRY J.CbWAN,RCE C46568 DATE DATE: 1 161 i r SEE SHEET 21 • zoo �� ,, _ � `: � �� -� .., 1 r A=TERE�" r i r` - e<, H r a „ ;.,. l 5 S AT J r" 4 /. , , J �-�"`" /: r' f I - GC.rs..dy 1"J 7 ' 7X , t r J r.aas.a w X" t r. �l 1 ui ui DENSE LLI „ G .� �� . .-', �r.-*asr/ ,,• L- rr,,.,,,-,..�,4 � �f J�� c:v -_...._- ____ I,y` f�`�j DARMERAl rr / sa7.s r v' r i , �t L, , � X X 50I.,-- "a, fi t c:N Al J , % r r p j ,ae.e A.-'" 5 :. � ,";.. �, st TALL a 0r- � / .,% -,;� ,-r'w'Yv`e"r •`l� '�:' ^�'� m .56ATT"7?" / ;i N :r .........._. 1 { / i } ^a I r! i = 53 I .S` J r' t f p� CONSTRUCTION NOTES SEE SHEETS 27 &28 ` 50 TACKIFIER - +o zo o 40 go no 52 SILT FENCE PER DETAIL ON SHEET 6 `a -- u._a 53 GRAVEL BAGS PER DETAIL ON SHEET 6 swA,,SvA/A 0/b/j;* - GRAPHIC SCALE 1"= 40' h # BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEALS 25OUTH POINT'DRIVE-SUITE 275 d-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET (j o ELEVATION: 1400.873(NGVD 29) - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F L A K E E L SIN O R E �OTESSfpy LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4( 949.ssa.o7o7 PRIOR TO CONSTRUCTION. 24 RIVERSIDE COUNTY DESIGNATION:E-14-70 R CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ,y (FAX)949.588.0709 ROUGH GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGE$ENGINEERING COMPANY rickengineering.wm �� m RAILROAD CANYON ROAD FROM THE CALL. BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F0RINTERSECTION OF RAILROAD CANYON ROAD Q morange sanoiego-w.rerside-slnwe:a,Po-sekerld-sl�mor,ro-i=!,oe�n-TucsonAND STATE HIGHWAY 71,122.0 FEET BEFORE / D i No, 46568 'D RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE V T T M #38117 & #36118 n YOU DIG! �jy0(� * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS N NORTHWEST OF RAILROAD CANYON ROAD, �O•S'/l BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 4 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. ! Q •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE'42866 DATE Jl CIVIL / .[�., �a MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER 4rP OF CAUX � /-� 8/ /201�+ SCALE: SHEET SPECIFIC EROSION CONTROL 0 0 TOP OF CONRETE.POST E-14-70. COW of least 2 working days,prior to exoavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.CO 1A RCE"C46568 DATE DATE: SEE SHEETS 21 &22 it N Zx 52' .Y* Q), F 4c /7 14,96 ai 04 M m Lu 5' uj U) m V uj UJI U) (�2) L, A 6 ypt col N X —149 47, L N X� —14124 //y/ f7i ............. ...... 2 7 CONSTRUCTION NOTES SEE SHEETS 28&29 50? TACKIFIER 4? 20 0 40 80 120 SILT FENCE PER DETAIL ON SHEET 6 Aas BL eo GRAPHIC SCALE 1"= 40' GRAVEL BAGS PER DETAIL ON SHEET 6 6 VVA,0/10/1 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS CITY OF LAKE ELSINORE 51 BENCH MARK: REVISIONS APPRV DATE SEAL. 2 SOUTH P,0 E DRIVE-SUITE 275 SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH FOREST, T!N r " 2 ELEVATION: 140O.B73(NGVD 29) DIG ALERT mo K_-&)IuT -TA�22 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR 3 RIVERSIDE COUNTY DESIGNATION:E-14-70 ambmim!5_ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. 25 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ROUGH GRADING PLANS(F-X)949.588.0709 OF DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES1 RAILROAD CANYON ROAD FROM THE RRY J.COWAN FOR CALL ENGINEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 'p.BA—flld Ptix Tum, 29 a I 3_� SDi.g.-Riw—id,,-S.n W,ON INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF. PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED V T T M #36117 & #36118 SHEETS HE PREPARER OF THESE PLANS AND THE CITY ENGINEER. NORTHWEST OF RAILROAD CANYON ROAD, CANYON HILLS PHASE 8 E.0 FEET SOUTHWEST OF POWER POLE lof B.Y T FILE NO, 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE 0124&41S SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER OF C EROSION CONTROL TOP OF CONRETE POST E-14-70. Call j at least 2 working days prior to excavating. DESIGNED BY: DRAWN BYt BY: CITY OF LAKE ELSINORE BARRY J.MWAN,RCE-C46568 DATE DATE: clll� IT It Z_ SEE SHEET 22&23 j X � : C'SI N E PER ire L 3/ l E^ ..... X e7 1 "� J A B 1 y ! GAZANIA , rr Jr ' g6. • rx"'., _ X / � r J ;< r IQ54� �.,, ` J /' fdX , f � � � Lak N*'� l r /j r 757 3 •/�-�I/f 1 t ir' J � r // f ! I f 1 / 1 _L5 I i / v ' t J• r ZZ m t/ `�: t 50 �"- •,y w'' �^r X `IjJ , ,'.ia±s:;s/�`Jf .ti;j: ,; CiT, r' i I dnca/ e�J , f r r/ 0 �. /�' �.lt'✓� ` 53.. 4c, hdag.10' , r48 i ?y , E � ^ � %. �. CCC��"' d� ��^i��'".�. � / �\ ��, � 1P tra908J yr� ` �./.- ",�� •,.1`/ i )$ i ,yila •,,,., --.� ^--,v,. .,, fr 53 � I I f r ' j m , 1 j n o u i g,a f J, 3 3 � 52 v / s CONSTRUCTION NOTES SEE SHEET 29 50 TACKIFIER ,I ,t a 52 SILT FENCE PER DETAIL ON SHEET 6 8 40 20- 0 40_ o izo R o ! 53 GRAVEL BAGS PER DETAIL ON SHEET 6 GRAPHIC SCALE 1"= 40' O i.6, evMA, 000//> ° BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: z 50Um POINTE DR!vE-5URE275 -:aeosc CAUTION:OXIMA E N EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITN - ARE APPROXIMATE AND SHALL DE VERIFIED BY CONTRACTOR CITY OF LAKE E L SIN O R E ELEVATION: 1400.B73 INGVD 29) k G FESSIpp LAKE FOREST,Cn vzc3o o w - �- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/Oft 4/ gag Sas 07O7 PRIOR TO CONSTRUCTION. 26 o RIVERSIDE COUNTY DESIGNATION:E-14-70 Fone r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �, (FAX)949.588.0709 ROUGH GRADING PLANS OF ,$m DESCRIPTION:2.7MILES NORTHEAST ALONG o o UNAUTHORIZED CHANGES; m ^ RAILROAD CANYON ROAD FROM THE BARRY J.COWAN s ENCINeexlNc COMPANY ric kengineering.com INTERSECTION OF RAILROAD CANYON ROAD CALL ,"•• orange san oieg.,-Riper:ide.sa,wisobi:Po-sake�eeld-sar.amen:o-Pnneni:-T"":oo CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR ' BEFORE No, 46568 'O RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE V T T M #38117 & #38118 29 g v, AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS ,r,a NORTHWEST OF RAILROAD CANYON ROAD, O-J'/r * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 i '-T 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. '1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE�42866 DATE J}4 CIVIL �e ff MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER !f OF CAU`'�Q e /�1'S SCALE: SHEET SPECIFIC EROSION CONTROL _ - o S« TOP OF CONRETE POST E-14-70. Cali at Hest 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY, CITY OF LAKE ELSINORE BARRY J. 0 AN,RCE -C46568 DATE DATE: SEE SHEET 24 . / ; // --� � ( /r / s r 3Gf$ J 11 �! / ; .... ... : : ,.r' : ;X , / �. / / ,. �? / , ' t I. 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":.'1..�..'"*..�—_.��.�:._,.i",:1�1,'"�.',:*I�_',"_'i.:,�'L�i'I I:',,-'�I..�—N,",'"-�,�":".,—1.-�%,�_:�;-.:..'"._'",'\,'.,:1.5I-"I�_'.I�.,1..,I,-.,��,1�,�"'..,:.L11 ,.�"��'"._:F:,"-�o,--.''.�.1'�1'I_'�4..:,,I',�.._.1"�..�.w�,-,�"-).�.,1:'�.�-�.,-.-.:�/_'�..��._1�_:I.�,��1,...,-I..,.'.1,1,-.-,�,- X: / - _" .Q X ,.. .. . 1 _ 137Q . : ...._. - .... 7 l .'", a , ; a. .' _ ¢ . a / 45 C \ ti ._.-- -. .. - _-_... , r ...... 51 - ;.:. \ + \ _.... _...,. 0 . , f 139 . 14d0 0 , a1 - 4 mi CONSTRUCTION NOTES 5- l� g II 50 TACKIFIER W I i ao zo c ao T __tzo a'+= 52 SILT FENCE PER DETAIL ON SHEET 6 "A 0 F. S3 GRAVEL BAGS PER DETAIL ON SHEET 6 sw6 &v.VA 91A01I§�' GRAPHIC SCALE 1" 40' I9 ,o BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTFi POUJTE oeroE-SUITE 275 0-i a9os CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET R u THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH �� " ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C+I T Y O F LAKE E L S I N O R E ELEVATION: 1400.673'NGVD 29) ! 0 A ES ESL LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/Ofl �4( 9a9.s88.0707 PRIOR TO CONSTRUCTION. 27• 0 a RIVERSIDE COUNTY DESIGNATION;E-14-TO e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �y9 (FAx)9a9.59E.o7o9 ROUGH GRADING PLANS OF � ." DESCRIPTION:2.7 MILES NORTHEAST ALONG e c UNAUTNORMED CHANGES _ H ENGINEERING COMPANY ricken gineering.com e ^ RAILROAD CANYON ROAD FROM THE CALL �, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE F 0 R 29 g� INTERSECTION OF'RAILROAD CANYON ROAD r" orange SanDiego-Riverside-SanWbO6lspo-gakersfleld-SacramenFu-Phcenu-Tucson 11 _ BEFORE a RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE e, AND STATE HIGHWAY OA 12 AN FEET n, _ No, 46568 V T T M #38117 & #36118 I %o NORTHWEST OF RAILROAD CANYON ROAD, mu o:c: /��'� l0'S-/T + r PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 ' o o- 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. m m- •1853T32E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE Jj CIVIL PP< MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER �lP OF CAVV � B&{/ZolS SCALE: SHEET SPECIFIC EROSION CONTROL _ - d b TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY_ CITY OF LAKE ELSINORE BARRY J.COW N,RC C46568 DATE DATE: I I I I 12 �f f SEE SHEETS 24 _ 25. r � + t t ;�,i i I r r,€ r, 4 r... ,�.' ,; flrl j�� 2- .:.y� ✓ � 'v.� `4, a.'r�� ,ir�,,iNtt �i , R/ - - f ' , �. ^�-. `t r 1 �, j/ j, ` �' �3• '�+F�/ f �� ,�$i `;jY) �:� \�,� � � -Tern �\`\�_ ' f �`.� �a/r\ �.. "7.a.,.. -;`t mil'' .'��•�. 71 \ _ Xv- ' r It — r 1 r : ; 3 \� A, / i r j Vj r� J � � �° ��• / 1, i r ,� `' �. ,; / J i' `"�. r / f' r �I � Coll m %fl � l / ��w f � 1 ' i / ;' '�� cn W � �r �r W ' t : f J � ..,� 'xa-vx ........ .--. ...... 86 /J i 1 4 _ — ..a...__... .. .. _ _ a3yz -- _ - 4f. . - .. .._x /r I RAILA _._... _ z. - _ L .... ..\ .., !' ! .� f :' `* /`�'.:� ._.... --�`t+d _ ...t .-.. \ ' r — _... µme. _. !; ... /.. .... .. ]4L35.t \ .. ....... ...... ............ .. 1450 CONSTRUCTION NOTES o 50 TACKIFIER 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL ON SHEET 6 ao 20 0 40 so _ tto g ' m= 52 SILT FENCE PER DETAIL ON SHEET 6 A - j wo 53 GRAVEL BAGS PER DETAIL ON SHEET 6 sk VNA OI��G GRAPHIC SCALE 1" e o BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 -r 49osc ARETAPPROXIMATE AND SHALL EXISTING BEUTILITIES VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET o ELEVATION:1400.873(NGVD 29) DIG ALERT s0 FESSI LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR � �4y 949,58a.0701 PRIOR TO CONSTRUCTION. ZS o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND.STATE LAWS,AND A PERMIT CAN BE ISSUED. f, (FAXi949.588.0709 ROUGH GRADING PLANS OF +m DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY ricken UNAUTHORIZED CHANGES, ^ RAILROAD CANYON ROAD FROM THE o BARRY J.COWAN gineering.com 29 �' ome 5-LTl,go-Rivervde-Sant.WlOkdspo-gakersfleld-SacrammN-Phoenh-Tucson CAUTION:THEENGINEER PREPARING THESE PLANS WILL NOT BE FOR m INTERSECTION OF RAILROAD CANYON ROAD se AND STATE HIGHWAY 71,122.0 FEET , BEFORE NO. 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 �o NORTHWEST OF RAILROAD CANYON ROAD, You or0! / /` �_�'_ * PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS L l BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 I.0 FEET SOUTHWEST OF POWER POLE FILE N0. m m •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE•42866 DATE J) CIVIL �! INTERIM CITY ENGINEER '�lF Cs�,.ev-� $FZA/Lo/C SCALE: SHEET SPECIFIC P�< MARKER POST,A BRASS DISK SET 1N THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY OF LAKE ELSINORE OF CAVY w EROSION CONTROL _ 0 0 TOP OF CONRETE POST E-14-70. Call at least 2 worktnq days prior to excavating. BY: BARRY J.C AN,RCE C46568 DATE DATE: 15 Et.' 1 I \ SEE SHEETS 25&26 902 1 , � Sc, `\ �� .-, (� � �.`�\1�'' �•\ ,' � ss! '4nxz 'l� J Ji J . 1� •. 1i5 l /! / J J uH (s_ /1 A \ A� � ��i `.. j% fa ze ,l� // !i ! r r✓��J 3 / r✓ j�f, f ,<r � f r �V �� Q X�.,J i 'r^y0 - a•� \\ f � i l s ! ( ��• '� � / 4 3 { 17 j - t I �f4s�P 1 \ ✓� l / l r i. F CABLE "E Pe ABLE ( .,A„CN i , I Ri V 7 HE 6 (TfP) r // j m t x=4y < I � x. = r t 52 rs^ e '7 �Xv X N I � OD I I � 1 � t � 1 7 _ ;. /' , ✓i` ,i %>esa.x'/ /ifrsrr, a,zr v -:v / a,�7s.5 _--� - X I e': : 14a a vE r f II i I / X .4r'!„" I I f ! ! f X•4 1 • E t X ✓ ``'_- ....,_.—....._� -�1...__�._1470 ....-..�.�" '-._ . y.. 4aX,2,. Xr4a3..r . Bl g d X 971 x flr i Kh ._ ........ 0 p : i . ..,. ':.i pc....o ... ... : i ._ ......... ... IN f y1< ,.\ ;afar 5 la 6 ti \ 2 - H.. ... ........" i ....i .. ! ~ 1 k, 1 1 CONSTRUCTION NOTES 50 TACKIFIER 55 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL ON SHEET 6 u 40 20 0 40 80 120 i _ � Z 52 SILT FENCE PER DETAIL ON SHEET 6 ---- ou 53 GRAVEL BAGS PER DETAIL ON SHEET 6 $N„6 BvNA Ohe✓'/S GRAPHIC SCALE 1"= 40' i J-1 a9ose CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH M A R K REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPL]ANCE WITH SEAL: 2 SOUTH POINTE DRIVE•SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET a DIG ALERT LAKE FOREST,CA 92630 ELEVATION: 1400.873(NGVD 29), O LT !� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR F ESSI PRIOR PR CONSTRUCTION, 29 - RIVERSIDE COUNTY DESIGNATION:E-14-70 T N E ISSUED. 949.589.588. ROUGH GRADING PLANS y CITY AND STATE LAWS,AND A PERMIT CA B E (FAX)949.588.0709 , OF •, DESCRIPTION:2.7 MILES NORTHEAST ALONG .., `sc UNAUTHORIZED CHANGES, ENGINEERING COMPANY rickengineering.com RAILROAD CANYON ROAD FROM THE �� , BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR 29 w�— INTERSECTION OF RAILROAD CANYON ROAD /,�.,� s orange San Dlego-RivenWe-San WI,Obispo-Bakersfield-Sacramento-Phcenfz-Tuaan $y AND STATE HIGHWAY 71,122.0 FEET BEFORE / Ay$ �. Ro. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE V T T M #36117 & #361 18 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIO! �J�,r�� * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS , BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CANYON HILLS PHASE 8 o g 6 0 FEET SOUTHWEST OF POWER POLE - FILE NO. �' P •1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 KEN J.RUKAVINA,RCE•42866 GATE Jj9l CIVIL aw• q � 8� !=oK SCALE: SHEET SPECIFIC ��< MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER f EROSION CONTROL _ g o�, TOP OF CONRETE POST E-14-70. Caq of gaRGROIIND days SERVIrior CE Bxcu, tj 9 DESIGNED BY: DRAWN BY: BY. CITY OF LAKE ELSINORE OF CAS BARRY J. D N,RCE *C46568 DATE DATE: Q 1.5,114 i