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Home My WebLink About16-386 to 16-403 0 CITY OF LAKE ELSINORE GRADING NOTES CONT... / 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT Pt PRECISE GRADING PLAN AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH: 74 CANYON - "PRELIMINARY GHASE 8,VE L INVESTIGATION AND GRADING PLAN REVIEW:ROUGH GRADING FOR HILLS NEWPORT ROAD CANYON HILLS PHASE B,VESTING TENTATIVE TRACT MAP"36117 AND 36118,CITY Of LAKE ROAD ELSINORE,CALIFORNIA-DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE CANYON HILLS PHASE 8 PLANNING AREA 2A (PROJECT NO.2-0020). SITE � DRIVE 15 TR 36118 - LOT 1 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH SCOTT ROAD RESPECT TO MEAN SEA LEVER SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Y ON 20..ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 CLINTON KEtiH ANY CONSTRUCTION/GRADING. ROAD SHEET INDEX GRADING NOTES - 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL,BE SUBMITTED BY A 1 TITLE SHEET 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OFLAKE ELSINORE MUNICIPAL CODE SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 2 INDEX MAP CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND.THE LATEST EDITION OF THE 30'IN VERTICAL HEIGHT. 3 DETAILS &CONSTRUCTION NOTES 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 4 DETAILS 2, A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:10,11 5-16 PRECISE GRADING TO ANY OPERATION. - KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE 17-18 EROSION CONTROL 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY All UTILITY COMPANIES AND U.S.A.ALERT APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES .. (1-800-422-4133)48HOURS PRIOR TO GRADING. GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ENGINEER'S NOTICE BASIS OF BEARING ADVANCE OF BEGINNING GRADING OPERATIONS. A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF THE BASIS OF BEARINGS FOR THIS SURVEY IS COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. THE WEST LINE OF LOT "A", AS PER TRACT 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. LIMITED NO INCLUDINGMAWORKING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 30496, M.B. 367/17-25, N 00'16'15"W - B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,PERFORMAN AND HOLD THE OWNER AND ENGINEER HARMLESS FROM 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR APPROVED,AND SHALL BE:SHOWN ON THE PLAN. FILLING OPERATIONS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. - 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE - 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 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 - LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN EARTHWORK QUANTITIES 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE CENTER OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN STRUCTURES CONCERNED BEFORE STARTING WORK. EARTHWORK: CUT 9,375 CY (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 - EARTHWORK: FILL 9.375 CY 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 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING All NET: BALANCE 0 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. 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 8Y THE SOILS ENGINEER. PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. NOTIFICATIONS 11. FOOT FINISH SHALL BE MINIMUM OF 3OPT ENWA (MINIMUM) YFROALL ONE TERI WALLS ATHNOT SS THAN 1/2-PER 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK.NOTE:THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT (48)HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. - _ 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. THAN 10'.AND 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF CITY OF LAKE ELSINORE 1-951-674-3124 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES.ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3124 29: THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. - VERIZ N TELEPHONE 1-951-225-3617 SOUTH 13. PROVIDE 5'WIDE BY T HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. SOUTHERN CALIFORNIA GAS COMPANY 1-909-335-7530 - � - - 30. AN APPROVED SET OF"GRADING PLANS SHALL BE ON:THE JOB SITE AT ALL TIMES. - SOUTHERN CALIFORNIA EDISON COMPANY 1-714-796-9920 - - - ADELPHIA CABLEVISION 1-909-652-0020 - 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 UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-227-2600 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 GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE 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 ISSUANCE OF BUILDING PERMITS. - - DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. _ SOILS ENGINEER'S CERTIFICATE 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR v 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 SPEC I�CATIONS OUTLIN D IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION:6/i/16 COMPLETION:6/1/17 a 0 ._RgRA e REP AR F HIS DEVELOPMENT. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL a- CURB& GUTTER....._...................................C&G SEWER ..........SEW SEWER LINE &s7 a6_ LOT 1 OF TRACT NO.36118,IN THE CITY OF LAKE ELSINORE,FILED MAY 12,2016'IN BOOK 450 OF BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH.GRADES,UNLESS THE LOCATION, ...................__....______..----_._. ..................._.............................._S- EDGE OF PAVEMENT_................-......_.......EP BOTTOM.......................__.------------------80T WATER LINE..................................................._W_ (SIGNATURE) (GE NO.) (DATE) MAPS,AS PAGES 10 THROUGH 19,INCLUSIVE,AS INST.NO.2016-0194330,O.R.ON FILE IN.THE OFFICE MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. FINISHED GRADE..........._............................FG RIGHT OF WAY------------------------R/W RETAINING WALL ....................................... ' v( OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. TOP OF CURB.................................................TO CAST IN PLACE....._........................_........_CIP FIRE HYDRANT..._......_............____.._......_ �' S•Z�'ZCOIC� 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION - ° TOP OF DIKE._...............................................TO RECLAIMED WATER......................... RW WATER VALVE ..._......___.............................® - (S[GNATUR EG 0.) (DATE) - BEFORE APPROVAL. ' FLOW LINE.......................................................FL OUTSIDE DIAMETER__............................OD SEWER MANHOLE .........................................(ID RESPONSIBLE PARTY FOR PRIVATELY PORTLAND CEMENT CONCRETE...........PCC POINT OF CURB RETURN.........................PCR SEWER CLEAN OUT..................................:_ No;NEEe:,yo QpoFEssioN 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE ® ��s�.M° cF° A°R 9x MAINTAINED FACILITIES BUILDING DEPARTMENT. ASPHALT CONCRETE.................................AC PROPOSED........................................................PROP R/W....................................................................... AGGREGATE BASE.............................._.........AB INVERT ELEVATION...................................IE FENCE.._.............................................................. w�° 'Tvey7� h� yo PARDEE HOMES - m _ N 85r a 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) ° CENTERLINE.............._................__.._.._......_.CL LAYOUT LINE.________---_----..__.._.___.LOL RECLAIMED WATER LINE------------- RW- ° No.C G20e0 '' ° m 2120 PARK PLACE,SUITE 120 m PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. `�` PROPERTY LINE.....__..__..___..__..____.PL CURB FACE..................._....__...._............_..._CF ,ob a aP.l 1-Rn a EL SEGUNDO,CA 90245 a v- -- � * * * a * NPDES WD[D 8-33C362205 DATE PERMIT ISSUED:10/10/2011 STORM DRAIN UNIT N0_ _____________ (310)955-3100 Q N EDGE OF TRAVELLED WAY_..............ETW BEGIN CURVE......................___......_......_.._.BC mr �P iD>`OOtECHN�°P 0P a_o CHANNEL....................._..__._..___----___-----CH END CURVE........._........___.._______...._......_EC CONSTRUCTION NOTE ITEM N0. ......: 61 •FrF oP 9r OP 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS t DECADE EOFCAI.IF o^; FG®BACK OF WALL.................................BW EXISTING.............----._____________...._...__EX PAD EXTENTS .__..._.......______..................-- ENGINEER/CONTACT PERSON - SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO i{ FG 0 FACE OF WALL...........__......._.........FW EXISTING GRADE/GRADIENT.._............._() LOT BOUNDARY....._.........._........._..._....__...,�,�._�,,..;�.. REMOVAL AT OWNER'S EXPENSE. - .........__....FC DIRECTION OF FLOW.........____..____..._. OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, m o FACE OF CURB____............_........ A REGISTERED CIVIL ENGINEER IN THE STATE OF.CALIFORNIA. - \ WATER WAT DAYLIGHT LINE................................_......._....-n WDID• 8 33C362205 $� ------------�---��--��--•----�--�� PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. \ STORM DRAIN...........__........____________.SO TOP OF SLOPE...............................................-�- 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 q � � 1y(-wf. ac TOE OF SLOPE...................._......................... EL SEGUNDO,CA 90245 CORONA,CA 92BBO - 0 SUBDIVISION BOUNDARY...........................------- - (310)955-3100 (951)509-7090 BARRY J.COWA1,RCE N0.46568 DATE _ PROPERTY LINE ...........................___...__._C- CONTACT: TOM MOCARTHY GRADING PERMIT ° o_m QJ/Jb 6y 6 i6 i/6 . BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIVE SUITE 276 J-149osc CAUTION;LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E a UKE FOREST,CA 92630 ELEVATION: 1400.873(NGVD 291 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( 949.588.0707 PRIOR TO CONSTRUCTION. - RIVERSIDE COUNTY DESIGNATION:E-14-70 w CITY AND STATE° LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 PRECISE E C I S E GRADING A D I N G PLANS S� DESCRIPTION:2.7 MILES NORTHEAST ALONG o „'�," ENGINEERING COMPANY rckeng neenng.com UNAUTHORIZED CHANGES OF RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 1 8 �E$ INTERSECTION OF RAILROAD CANYON ROAD BEFORE '46568 m orange sen°.ego-8iversfde-san LnBoo-eakerseem sa�rame�m rnoennr moon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A ,o AND STATE HIGHWAY 71,122.0 FEET YOU DIGI NP' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES `0 THESE PLANS MUST BE APPROVED i SHEETS 11 S NORTHWEST OF RAILROAD CANYON ROAD, BY y BY THE PREPARER OF "FHESE PLANS AND THE CITY ENGINEER. TR 36118 LOT �. o--T 60 FEET SOUTHWEST OF POWER POLE f' FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RC " 20 DA J) CIVIL �! CITY ENGINEER •�tF 5/3112oIL SCALE: SHEET SPECIFIC TITLE SHEET =� MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAV7 -'T' -`r - 0 0 TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excovatJrg. DESIGNED BY: DRAWN BY: BY: BARRY J.C WA ,RCE �C46568 DATE DATE: �z r P �� a �., IF s PA 1B PA 1 A , z �a ar p 2D cy 12 PA,2C' a' a f 15 14�� nNA1LRt1ADCANYgNAsraff` INDEX MAP o E SHEETS O THRU 16 200 100 0 '200 400 600 GRAPHIC SCALE V-- 200' <g g ao J1/Jb OV G/G//d IZ L BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH POINTE DRIVE-SUITE 275 d-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET $d THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E a - ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q' EmsslAk1� JWKW'q 949.Sa8.0707 92690 PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 x , CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAxl9gvsee.o7w PRECISE GRADING PLANS OF ° - DESCRIPTION:2.7 MILES NORTHEAST ALONG o �%- ENGINEERING COMPANY rickengineering.com UNAUTHORIZED CHANGES;- w RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN , CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE gyo INTERSECTION OF RAILROAD CANYON ROAD (�� BEFORE s orange SanDiego-Riverside-SanWis Obispo-Bakersfiekl5acrame,rto-PhoeNx-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A 18 g o AND STATE HIGHWAY 71,122.0 FEET �u 46568 NORTHWEST OF RAILROAD CANYON ROAD, mu n1c! NO PREPARED UNDER THE DIRECTION OF Taf . PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 1 SHEETS "�,' 6.0 FEET SOUTHWEST OF POWER POLE aid-" �� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. m m s - BRAD FAGRELL,R -43920 DATE J? CIVIL �Q FILE N0. 1853732E,1.0 FEET A 1-800-227-2600 4� a $��. w SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE CHECKED CITY ENGINEER F V ' UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CAS INDEX MAP � 0 0 TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: BARRY J.C AN,RCE -C46568 DATE -DATE: 'b CONSTRUCTION NOTES QUANTITIES Ot CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE 26,393 SF 2O CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 756 LF O3 CONSTRUCT 0'CURB PER DETAIL.ON SHEET 3 1,789 LF ' 4O FENCING PER LANDSCAPE PLANS - - O5 INSTALL 4"PVC DRAIN PIPE•0.5% MIN. 3,183 LF © INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN 37 EACH DETAIL ON SHEET 3 UT INSTALL 41ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 65 EACH - O CONSTRUCT 6-PCC DRIVEWAY 26,132 SF O9 CONSTRUCT SWALE f 1% MIN. - - _ 10 CLASS 520-C-2500 CONCRETE 51TRANSITION FROM 0"CURB TO 21CURB 11 5'TRANSITION FROM 4"CURB TO 21CURB - - SUBGRADE (95% MIN RELATIVE 12 CONSTRUCT 4"PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 5,863 SF COMPACTION TO 1-FT MIN DEPTH) STD.NO.211 PCC DRIVEWAY APPROACH NTS 10'MIN. 3.0"AC (PG 64-10)(GREENBOOK SPEC 203-6) 6.0"CRUSHED AGGREGATE BASE (GREENBOOK SPEC 200-2.2) SUBGRADE(95% MIN RELATIVE — MODEL 430 4"NDS POLYOLEFIN POP-UP COMPACTION TO 1-FT MIN DEPTH) n — —————— DRAINAGE EMITTER WITH U.V.INHIBITOR a ! a0 COMPACTED TOPSOIL AC PAVING 4"PVC DRAIN PIPE NDS 1/4 BEND DRAIN ELBOW NTS MODEL 430 4"NDS POP-UP EMITTER 1/4"LEACH HOLE (OR APPROVED EQUIVALENT) DRAIN PIPE CRUSHED STONE DRY WELL LL m POP-UP EMITTER DETAIL: PLAN POP-UP EMITTER DETAIL PCC DRIVEWAY APPROACH AC PAVEMENT 6" PER THIS SHEET NTS (NDS OR APPROVED EQUAL) VARIES NTS VARIES AGGREGATE BASE SUBGRADE (95% MIN RELATIVE 10' MODEL 430 4"NDS POP-UP EMITTER h ~ / CLASS 560-C-3250 CONCRETE COMPACTION TO 1-FT MIN DEPTH) MIN. 10" (OR APPROVED EQUIVALENT) SUBGRADE(95% MIN RELATIVE 0"CURB FACE COMPACTION TO 1-FT MIN DEPTH) VARIES - COMPACTED SUBGRADE PER SOILS ENGINEER 0" CURB DETAIL iNV.ELEV. 4"PVC DRAIN PIPE NTS PER PLAN PIPE SLOPE =0.5% MIN. 0" CURB POP-UP EMITTER DETAIL: SECTION W NTS O U AC PAVEMENT 6" ° 10' MODEL 430 4"NDS POP-UP EMITTER VARIES 77 INS (OR APPROVED EQUIVALENT) 2 2"CURB FACE $ VARIES COMPACTED SUBGRADE PER AGGREGATE BASE c SOILS ENGINEER 10" CLASS 560-C-3250 CONCRETE S e INV.ELEV. 4"PVC DRAIN PIPE SUBGRADE (95% MIN RELATIVE PER PLAN PIPE SLOPE =0.5% MIN. COMPACTION TO 1-FT MIN DEPTH) s 2" CURB DETAIL 2" CURB POP-UP EMITTER DETAIL: SECTION NTS NTS g na P06 16V 6/6//6 � 8m UO BENCH MARK REVISIONS �APPRV DATE SEAL: 25ouiH PowTE DRIVE-SUITE 275 J-14905C 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 0 F L A K E E L SIN O R E LAKE FOREST,CA 92630 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT ANUOR C'WWE�OA'42 . PRIOR TO CONSTRUCTION. 3 = RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ,y(,9 949.5"a.07o7 +° DESCRIPTION:2.7 MILES NORTHEAST ALONG a —"' `yam (FAX)949.588.0209. UNAUTHORIZED CHANGES: PRECISE GRADING PLANS 1F m = RAILROAD CANYON ROAD FROM THE - BARRY U.COWAN ENGDasexuac COMPANY rIGEe"e�"ee,:"e=°m _ O1 INTERSECTION OF RAILROAD CANYON ROAD �� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE BEFORE p ore°aw sa"o�ego. .s�,Eoum"-e,Eenrea-saoan�am-Pno�.-ram" AND STATE HIGHWAY 71,122.0 FEET '1"7 - Na, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA ZA YOU nLcl T R 36118 - LOT 1 NORTHWEST OF RAILROAD CANYON ROAD, d ♦ • PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS i O �6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. _ 6.0 FEET SOUTHWEST OF POWER POLE _- FILE NO *1853732E,1,0 FEET NORTHEAST---0F A 1-$00-227-2600 CT Y ENGINEER RC "93920 DAT J)4tf EVIL �Q`lAp ,, 9. c��F��` SCALE:-SHEET SPECIFIC MARKER POST,A BRASS DISK SET M THE UNDERGROUND SERVICE ALERT CHECKED - - OF CAV DETAILS & CONSTRUCTION NOTES �V o N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.C AN,RCE wC46568 DATE .DATE: - FG FG FG PER PLAN PER PLAN PER PLAN FG FG FG PER PLAN PER PLAN PER PLAN FG FG PER PLAN - PER PLAN 1 � X ',, �—PERPLAXGG FBLOCK WALL qN GtQ i !PER PLAN '@ - 3'MIN. '> w y 0.57 MIN. 0 MIN 3 . 12" -FGG. z MI,. 3'MIN. a On 3'MIN• "' ? GFR PER PLAN N""a GFR PER PLAN ? 3'MIN. o�� 6"MIN.COVER 3'MIN. 2% MIN. " FOOTING o " 2% MIN. w FF ELEV.PER PLAN FF ELEV.PER PLAN w 20% MAX. 20% MAX. 3 PAD ELEV.PER PLAN z; FL PAD ELEV.PER PLAN s o v s ; NP. DRAINAGE UNDER BLOCK WALL < :: �n a uPER PLAN P NTS *y~ PER LA a GFF PER PLAN _— ;��. GEE PER PLAN ❑ ..A F� I N* p p qG QN. PLAN :n :: Ep Hp •'(G QA, EFR `n i � �j ii o 'Dlq,1, ?FR c u r+ GATE INp] � ❑ 1L .,, m FEE:] 3'MIN.° ' m 1 z (E p N!„ 1,PFR lP z pER gND/E p 3'MIN. � Q p(qA, PtAN 2! BLOCK WALL P��P� j I / p5 o t o Q44 Pf PLAN ®I </ 20%MMAX. 22.8'MIN. cq ,cs '0c,�� 'OEp� FSEQ� ,cy, 22.8'MIN. FG a W I A T e,, 3 t 3 Z FF ELEV.PER PLAN N L s W qN a PAD ELEV.PER PLAN c o " FF ELEV.PER PLAN A FG a W fs PS A PAD ELEV.PER PLAN 6"MIN.COVER A PER PLAN �N LL QN PN o �R A QFS+Q 4 1N 2 z FG FOOTING Q�P? !lo ko 1v R=5' R=5' c� 0.5% MIN. PER PLAN DRAINAGE UNDER FENCE ___ ___ o.SX MI"' -- --� ---`'yj� qy qy_ ai+°__ NTS SWALE!1.0%MIN. i A 4 �r'A� SWALE i 1.0% MIN. z w I GFR PER PLAN w AlgyF 0.5%MIN. Q GFR PER PLAN w ( w 26 W 5' 13' 13' 5' } � 2% MIN. FF ELEV.PER PLAN FF ELEV.PER PLAN 2% MIN. x} 9. 20% MAX. PAD ELEV,PER PLAN PAD ELEV.PER PLAN 20% MAX.3'MIN. �I FG � i � w�— FG �� AlcF PER PLAN 3'MIN. GFF PER PLAN �01 o GFF PER PLAN o N PER PLAN FF PER PLAN 1 MAX. Np1Q�Q Q�PVARIES VARIES Fq p�q� ?% MIN, FF PER PLAN 0 P� 0 2% MIN. 111 0 2% MIN. pfR 2 FD 20% MAX. Q N QN 20% MAX. 20% MAX. �I PLAN N. z TYPICAL SECTION: SHARED DWY(CROWNED) G.5� X MIN. iz NO SCALE l� a 0 a pFAa�gNS pFq pV qN( aFq ACgNs A�p<QNS, on 26 13' 13, 5' s 99 N � � AFRa�FO % MI . FF PER PLAN c - FF PER PLAN 20 N.PARIES VARIES �qq, 2pj MAX. a - E1�G TYPICAL CLUSTER DRAINAGE a� N NTS gN TYPICAL SECTION:SHARED DWY(SUPERELEVATED) DETAIL: STORM DRAIN PIPE TURN NO SCALE NO SCALE c h BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: SOUTH POINTEORIVE-sutrEv5 4905c CAUTION:LOCATION EXISTING UTILITIES ON THESE PLANS SHEET m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESV LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a ELEVATION: 9400.873(NGVD 29) -- THE APPROPRIATE CONDITIONSOF DEVELOPMENT AND/OR1( Imml 94g.588.0707 PRIOR TO CONSTRUCTION, 4 o RIVERSIDE COUNTY DESIGNATION:E-14-70 a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)g49.588.0709 PRECISE GRADING PLANS OF ,- DESCRI.T.ON:2.7 MILES NORTHEAST ALONG - �c UNAUTHORIZED CHANGES y ENGINEERING COMPANY Hi kengineering— � _ RAILROAD CANYON ROAD FROM THE �I,I, W BARRY J.COWAN s. CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2A 18 o INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 z � San Diego-Riverside-San Luis Ob¢po-BakersfieM-Saoamemo-Phoen&-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES O THESE N� AND STAL• HIGHWAY 71,922.0 FEET n` m0 m0, // *Ro. * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 38118 - LOT 1 SHEETS o NORTHWEST OF RAILROAD CANYON ROAD, :O BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE - .. s1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FAGRELL,R '43920 DATE Jj CIVIL �! FILE N0. MARKER POST,A BRASS DISK SET IN THE CHECKED CITY ENGINEER qlF 1 � .051/oIs SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT OF CAS DETAILS 6 6 TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excawattng. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE 'C46568 DATE. DATE: _ 1 VF t t7r• r ,s� i f �,. j r ! �f ,�� *`"-`�� lam,''-'` ^�``�``a. �.... �" r..s _... ^-` -"r-".~ ._._..... "`...,_.e.. .~...�^ _,_/ /t r 7� It"Al � � { z(i f j 1 ) � t [(p !' -��..___---.•�,,,�,._.M.----'`.. /�`/Jf/' w,,.�=� d 1 ([� m �'�`"�,............... � \_ j tf { i 1 j zj f II t j ;...._.....__� I �� ,,r'`'� ...-f i `^•7 I / _ 1 ~� ft� 1 j /� �S rr 1 F f "`"^�...'^.w,,, ./'-"'-" i t .,r` ✓.,,,'" ..�'"' 1 - { 1 } 3 j[. jfj J J jjj i r t{ -t Lu uj to Lu F.4- 1 LLI FG FG 1400.00-- - /f! j;+ `-�' 1 f"'d } 1 - 4 -�... 3'Cd'• ,.....-.,. FG 1400.40 f r t r iff I ,tI 1 .'` ✓ { C ..J i .� I / f"'`., r� .r' �,^',„,~--^'..«^ 20.31 FG {..-� p...,�..:""" FG 1400.30 14 (TYP) 4 00 00 r 1 ' f 32 U AO.15 1399.80 \ 00 IEF1398.38 ! ; s o.9x 5 1400.20 ' �� 'FL HP � �� JJ I f FG 1400.30, rFG 4 (TYP)1400.30 � FG 1400.30� .�p0, � _FG 1399.90 N11• �� '...�1 2..-"'''`• �/ /i FG 1400.30 ,-..1 IE 1398.16 a i ,rr // J tf { fJ / jjj jj (I I f/ zl 1 X r FG 1400.5 es., 0 91, -... . .^° 4 (TYP) p 71 FG 1399.90 j t 7. # # t t 1 1 1 ,,,ttt jjjjjj �• FG 1400. .50 5.23� TG 1399.40 7 FG 1399.90 52.00 L FL 1399.72 FL 1399.72 9 IE 1398.10 j f 0.0 F FG 1400.30 0.00' DFIG 1400.30 FG 1_399.90 �►1400.20--/ g \, FG 1400.30 f 139� 9 80 !L f jj J 1 I I FL HPFL HP FG 1400.30 / I N' BAG�r FS 1401.97 FG 1400.30 r�IE 1397.84 FG 1400.30 Agp033 FS 1400.72 v 1 J I I / IE 1398.23 N \ \- FF 1400 e .9i TS 1400.66 0{ -''+� i I // '' GFP 11 PE 1400.30 Aoo� BS 1400.08 3• FS 1400.57 1 T.0'STEP PLAN 1R 4 ' ' FS 1400.32� 06 RE0D.: p� CONSTRUCTION NOTES SEE SHEET 7 Ot CONSTRUCT 3'AC OVER 6'CLASS 2 AGGREGATE BASE O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 V TRANSITION FROM O'CURB TO 2-CURB a O2 CONSTRUCT 2'CURB PER DETAIL ON SHEET 3 �5 INSTALL 4'PVC DRAIN PIPE 0 0.57 MIN. © CONSTRUCT G'PCC DRIVEWAY 11 5'TRANSITION FROM 4'CURB TO 2"CURB 10 5 0 10 - 20 30 O3 CONSTRUCT 0"CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE Q 1x MIN. 12 CONSTRUCT 4'PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10' - DRAIN DETAIL ON SHEET 3 JJQQ 5V 6�6//6 CITY OF LAKE ELSINORE STD.NO.211 o m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: zsOUTHPOINTEORIVE-surrEvs a-laeosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m a --""" - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH �y LAIOi FOltE57,CA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E W ELEVATION:1400.873(NOVO 29) -�- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 1 949.588.0707 PRIOR TO CONSTRUCTION. 5 - RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)9a9s88.m09 UNAUTHORIZED CHAN�iEB� OF 'DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY rickengineering.com PRECISE GRADING PLANS 10 L RAILROAD CANYON ROAD FROM THE CALL W BARRY�J.COWAN orange San Oiego Riverside-Sen LNS Obispo-Bakersfeld-Sacrament-Phoenin-Tucson CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 $N$ INTERSECTION OF RAILROAD CANYON ROAD BEFORE N,, 4656a j° RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A AND STATE HIGHWAY 7L 122.0 FEET r You DIG' l PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 1 SHEETS NORTHWEST OF RAILROAD CANYON ROAD, g * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. o 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,R -43920 DATE J) CIVIL @ - ,. ��- •9853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER '�lkr y' Gl �- .5111�t6 SCALE: SHEET SPECIFIC e Q F MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAO `^'► PRECISE GRADING' - 0 0 TOP OF CONRETE POST E-14-70. Call at least 2 working days prlor to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE 'C46568 DATE DATE: / �i.0 � �„, / // err' s'' } ! �"`^•��`""..,, j�� J �` \\ ` € �.+'/�� Fes" /'J / r`•a'' .✓ ,// � -•"'^�,.�„-`„-.,„o"^�,.. JfJp I� �� ,r- 8 ter`- •'`/ � ,„."'""„ram „.r� ,✓' _ r'"" �:�,. t pg r `j -.__ f I ,,%' /' r,s •FG 1399.6038 f FG 1399.60 f r < r jJ J FG 1399.50 FG 1399.30 •o_ \ a ff, 1399.20 1397.85 HIP t i I A99.HP \\ A FG 1399.30 f 4 (TYP)FL r 4 (TYP) ( ddd f FG 1399.30 ` ___FGA99.30 , 3�,, a` # FG 1399.30 i f 9p0' �� .: 9J �s S, - 4 (TYP) i� „ IE 1397.57 ��" 7 4 FG 1399.30 •o /r ''� - W FL 1398.76 f f o .oTG 1 r '� ( TG�1398.70 FG 1399.30� FG 139 ,^,a 7 t IE 1397.70 HE 1391.50 f .FG 1399.40 1 T 0 i d W __ 1 y ..... 2 p0 �• W'�'r,o. i-0.0�' 0 9 TG 1398.88 7 - r i 2 FG 1399.30 ��..--•FG 1399.30 FG 1400.00,- � � � /'� � ��:JJJJ �\� o� 13gg5a \• FG 1399.30 „ c k z - - /i FP \• ✓FG 1399.30 FG 1399.30 A99.10s- - BLGG 51 17 1399.20 3 TS 1399.66 FL A98.90 FL HP > - FF 1399 97, BS 1399.26 :: FL.HP fly FG 1399.30 ,// �, 1399.10,,` \il, PE 1399.30i �14.8"STEP FG 1399.30 \ ! r FG 1399.30 FL HP 11 FS 1399.97 FS 1399.97 /� �� \3g06Q r; `; 1398.4PLAN 1R FS 1399.72� RE E 11397.22 r K1• FS 1399.72 _ ff r-•\ j /i CIE 1397.47 FL 1398.75 FP° 0 2g 1399.80 3• FG 1399.60 { j �_; .FL HP 1399.10%� �'''' G JFF LDG 50 �• FL GB A399• FS 1399,51_ ��' FG 1399.30 1399.97 0.30' p° 12 :+` 10i 1' FG 1398.50 1 �j \ .�i`IE 13� AFL HP 1399.30 ;`,� OF GF f It 0 1399.20 OQ' \ -' FS 1399.07 12 FL HP, t 3' TG 1398.70 , y PLAN 1D FG A99.00 N T i ' , 7 IE 1397.42 O "," BLDG 52 �, 1399.20 ( # S=tO' o FG 1399.30 o '� FF 1399.97 4 (TYP> { __FG 1399.90 IE 1397.76 51398.09 �j/ ( i 1� ,` �. FS 1 9.19 HP \o_ f5 1399.97 39 o ,;r IE 1397.22 4 6 IE y51• yam+ PE 1399.30 FG 1399.30 \ FS 1399.72 \3g6• d �� FG 1399.30. 5=1.0% 5 FG 1�399.30 GFF` 4� .. PLAN 3 ,p1 `� TG 1398.02 7 o '-8) FS 1397.99 9 .�� IE 1397.32 v t \ TS 1399.66 ' _ FS 1397. y i > FF 1399.97 12 y '� O FG 139930 # FL HP BS 1399.16 m V' FL 1398.06 '� ,w` PE 1399.30 1 6.O'STTEP -FS 1398.29 $ -'.FS 1397.65 FG 1399.30 �)• FG 1399.30 n TE 1397.87 a RED'D TS 1399.08 `6 y i, '1f%g 5=1.1X o II rvYtil Y PLAN 3DR IE 1397.21 BS 1398.32 \� ]E 1397.11 \ FS A97.91 q50 / 5 a M f °� FG 1399.30 2 4.6"STEPS \r -"!" FS 1397.BO 'i1 FG 1398.40;'1' 3.50 FG 1398.40 9 IE 1397.07"' REDID FS 1397.83 1, TS 1399.68 TE 1397.83 6 FS 1397.77 2.6% 1398.30 ✓ ( \. ^- „------ j <` o BS 1399.18 S-206 5 IE 1396.83 f-:'` FS 1397.75 9 ~398.30 FG 1398.40 ✓i FL H!' FG 139850 y4 j 7 TG 1399.38 TG 1398.88 7 16.0"STEP r RIM 139759 ,„.• " TE 1397.81 o. 92 S 1397.73 3 6 FL HP FG 1398.40 I j\ IE 1398.68 HE 1398.05 RED'D r ,/IE 1396.61 8g2 -- 'o0 1398.30 ,,, FS 1399.97 FS 1398.70 FS 1397.71, ''I ', -13g FL HP ; - FS 1397,65 N FS 1399.72 GFR _ z \ FG_1398.40 BL��i'S3 FG 1398.40, \ > „ 80 FS 1397.57 TC 1397.62 FF 1399.07 13F98.25 i FL 47931 5 L GB a i IFS 1400.32 9 PE 1398.40 _ Fs 1400.3z \i R 9 �� PLAN 2RX i CONSTRUCTION NOTES SEE SHEET 8 O1 CONSTRUCT 3'AC OVER 6'CLASS 2 AGGREGATE BASE 4O FENCING PER LANDSCAPE PLANS O7 INSTALL 41ROUND DRAIN GRATE(NDS A OR APPROVED EQUAL) 10 5'TRANSITION FROM O"CURB TO 2-CURB _ O2 CONSTRUCT 21CURB PER DETAIL.ON SHEET 3 5O INSTALL 4"PVC DRAIN PIPE 00.5% MIN. © CONSTRUCT 6'PCC DRIVEWAY 11 5'TRANSITION FROM 4"CURB TO 21CURB 10 5 o ro 20 30 g O3 CONSTRUCT O'CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE• 1%MIN. 12 CONSTRUCT 41PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 - VQb !3y 61 16 CITY OF LAKE ELSINORE STD.NO.211 BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: 25ourH PGINTE ORFVE-SUITE 275 -+aeosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 5 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W[TH LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E =% ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QW1fESAQY4l 949sa9.o707 PRIOR TO CONSTRUCTION. 6 o RIVERSIDE COUNTY DESIGNATION:E-14-70 aceoxc y CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. a+ DESCRIPTION:2.7 MILES NORTHEAST ALONG o fy. IFAx)9a9sea.o7o9 ENGINEERING COMPANY ickengineering.com UNAUTHORIZED. CHANGESi - PRECISE GRADING PLANS OF r '= RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN ar�uze _RLe,ode-s�waob�spo-g"kersr�Id-s"Qamenw-�,oeN.Tu�oe CAUTION:THE ENGINEER PREPARING THESE PLANS WILL N07 BE 18 $�o INTERSECTION OF RAILROAD CANYON ROAD � BEFORE rm, 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2 A AND STATE HIGHWAY 71,122.0 FEET mu aal g�� T R 36118 - L 0 T 1 PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS g NORTHWEST OF RAILROAD CANYON ROAD, - * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. g N 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL, "43920 DATE CIVIL a FIL_EN 0. g1853732E,LO FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER �F p\ �!i�„a,,,_, SCALE:. SHEET SPECIFIC - �� MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CA\\F ^'-� - PRECISE GRADING - 0 0 TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.C AN,RCE "C46568 DATE DATE: SEE SHEET 5 FG 1400.30_ \ �N BLDG 45 FS 1400.97 �FG 1400,30 ��IE 1397.84� ,IE 1323 FG 1400.30 0�3 r. r ®�. FF FS 1400.T25TS 1400.66 p1 C ,�" 3 �ii �,,,:. GFF"FAO !PE 1400.30 ,KAOp� 85 1400.08 r 3• FS 1400.57 /� J PLAN 1R OFF a/ I/17.0'STEP RE0'D; FS 1400.32 FG 1400.00 -"'FG 1399.90 TG 1399.30 "'' BLDG 44 FG 1399.90 -+ 12 w,p , IE 1398.1T 7 FG 9399.90 -1 IE 1398.60 0,,DF �� i FF 1400.97 0.40' DF � FS 1399.85 � f x 7399.80 00 ,, 5 IPE 1400.30 �g•30t "FS 1399.73 �r��3•, o_ DF i © m TE 1398.75 A PLAN 1 1399.30 0 a+ o IE 1397.75 _ 'l• `o t� jjj t t f •'' �,..°�'" j t` t FL HP FG 1399.90 `� �l FL GB`g b 6 FS 1400.97 + 140030FS 0.72 0��,1�Oi FL GB l N fff i t o• n FS 1398.65 `IV �` TS 1400.66 FS 1399.95 ; FS 1 8 6 FG 1399.70 `FG 1399 90 BS 1400.16 �, � o� f j t ,.✓ /// t I .' a i 16.0'STEP 0.3e� FS 13.98.59 \ 0.20 1399.80. � RE0'D e "f 3 OF �l HP �• 1 FG 1400 12 �r> FS 1398,56 4 (TYP) `' rE 1397.9' FS 1398.61. �� .FS 1398.49 FL 1398.67 �'� _ �, 1.OX TE 1398.67 RIM 1398.44 6 FS 1398.69IV a�A ��- / TG 1399.48 7 ®FS 1400.57 L; 12 IE 1397.77 ti _ FS 1398.77 _ FG_' 1 €€i 111 jjj a :o [E 1396.80 R'S' FS 1400.32 f5 1399.79 � 'TC 1398.54 I 3 t ,( fG 1_ss.0o / i t it O� 5�I• 60�CS FL 1398.37 I yg9�B3 N. ,�,9 IV0� © �\ FS 1398.69 FS 1398.63 BLDG 47 I t t r � I I j o d •o � 11 FF 1399.67 FG 13saso FG a BLDG 43 V 6 R PE 1399.00 FG 1399.00 \ PLAN 2RX R FF 1400.57 o.00' i } `o PE 1399.90 TC 1398.34 DF �62 iE 3 4 (TYP) �j FL 1398.17 �9 PLAN 3R /'OF g�9 q2 0.20' FG 1399.80 OFF pl• �� DF ` ( 0 1. FG 1399.70 FL 1398.87 0.00, 1399.80 - 1398.90 DF FS 1398.42 K FG 1398.50 FG 1399.60 FG 1399.00 - 1 FL HP 0.30' f �•�FL HP BLDG 42 'N 0.50, O OD f f i i i i 111 t0 DF .�3� F- I I # FG 139A90 O' FG 1399.00 PE 1399.00 �� DF V .+ } i • i I FG 1399.00 �� o ` L W FG 1400.00 PLAN 2 �` �� W t ,�` 1399.20 FG 1399.30 FL 1398.55 -�`=' .13y9•A1 V� Z it ' 1 J{ j r " ! I g Sp0' OFF FG 1398.60 2 (� p i J J( i t FG 1399.40 , FL HP �� 0.40' c W HE 1397.58 , OF \� y �� W�� ;>p� FG 1399.00 I`\ L6 fl CO) ,FI 1399.30 \�O \L °' \'`\ FG 1399.00 TG 1398.88 7 f \i' N3• 1� h p b IE 1397.88 FG 1399.00 > 10 a t S=1 5 .OY. p0' FG 1399 FS 1399.67 1 FG 1399.30 �r1399.30FS 1399.42. - f j ��. 1_ l FG 1399.50 �� FG 1399.00 TS 1399.34 �N f f J r j j 9 FS 1398.01 4 FG 1399.50 FG 1399.00 1398.25 I 1398A4 ffj 'j l FG 1399.30 �j { � 1 6.0'STEP � 1399.40 � F\ RE(YD FL HP IE 1397.30 n IE�1397.23 TG 1398.70 7 �;7 FG 1 � L 1398.17399.30 2 FS 1398.65 1399.20 FG 1398.40 FC 1399.30 9 3 12 9 .,.... RTS 1399.68 y GF9 FL HP �0.10' FG 1399.50 ~ 3•00 BS.1399_35 ^. 73yy6j OF FL 139751 jjj f I ft/ I jr // RE-'D/TEP BLDG 40 FG 1399.20 FS 1339.97 �a S ,9Q "' ,5•�1• 1399.20 FS 1399.72 IF 1399.97 / //FL HP, 3pp 2.p� � ' 73,gQ9 2g of t t i I frY r�� r'-� � ^ 9 FL HP IE 1396.95 PE 1399.30 0\ word'/ / FG 1398.40 S / /a FG 1399.50 / FG 1398 40 t �p ��` no PLAN 30.20' // 1397.68 TS 1399.87 FG 1399.50 12 FG 1398.40 FL 6B f fj ffj f, BS 1399.37 1p� OF ? � �x f J jf $ PP 160'STEP p,�.F\ FG 1399.10 00 /s� •0.00'_ FG 1398.20 f /,rjl rTt f IfI j F ��'a' �2i FS01400.17 �I FS 1399.% �� 99 y� ,� M OF 0.20' o96:56, `�9s3B> /) f j FS 1399.92 12 8 BS 139724 DF tt r I t I FG 1399.50 FG 1399.50 0.00' 4� i� O ?�0.30' g �`�(► f FL 8931FL 92 DF BLDG 39 �A( OF FG 1399.00 REOT STEPS v ;, t I I FF 1400.17 0° f FS 13991 / , TS 1397.16 Q► r fj f FL 1398.92 FG 1399.50 TE 1397.85 h FS 1399.07 ! r !f PE 1399.50 6 v - 1397.94 FS 1398.82 - 12 8S O'STE3 O� / 1t 300, PLAN 1R. 4� / 8\p7 IE 1396.82 eV'� FL Gg\ FG 1398.40 14.0'SOD ry , FG 1399.50 '►\ ci \ f TS 1398.74 REO'D o /Ir 1 jIIFI r �y 0.0p' 3\AFi 9 Z?i 0.40' `- / / dt / J DF p0\ 7\L�~ OF p FS 1396. FG 1399.10 13 _ '`•.�• 1 f f f / Alp FS 1397.75' a ' '' lgy p Q FS 1397.76.. FS 1397.59 CONSTRUCTION NOTES SEE SHEET 9 N Ot CONSTRUCT 3'AC OVER 6"CLASS 2 AGGREGATE BASE 4O FENCING PER LANDSCAPE PLANS O INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM O'CURB TO 2-CURB g CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 5O INSTALL 4"PVC DRAIN PIPE!O.SX MIN. O CONSTRUCT 6".PCCDRIVEWAY 11 5'TRANSITION FROM 4'CURB TO 2"CURB 10 5 0 10 20 30 w -, G 3 CONSTRUCT 0"CURB PER DETAIL ON SHEET 3 6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9 (j`:O�NSTRUCT SWALE! T/• MIN. - 92 CONSTRUCT 4'PCC WALKWAY PER MODIFIED m O O DRAIN DETAIL ON SHEET 3 O O GRAPHIC SCALE 1"= 10' '/�/rilO BV 6/(//b CITY OF LAKE ELSINORE STD.N0.211 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTHPOINTEDRIVE-SUITE 275 J-/aeosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH E551 I LAKE FOREST,CA g2630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E a ELEVATION: 1400.873(NGVD 29) .__._ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �4! PRIOR TO CONSTRUCTION. 7 - o RIVERSIDE COUNTY DESIGNATION:E-14-70 s CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 DESCRIPTION:2.7 MILES NORTHEAST ALONG o �^yc (FAX)B49.Ssa.0709 ,UNAUTHORIZED CHANGES me e RAILROAD CANYON ROAD FROM THE CALL W BARRY_J.GO AN n ENGINEERING COMPANY rickengineermg.com CAUTION:THE ENGINEER PREPARING THESE WILL NOT BE PRECISE GRADING PLANS OF o INTERSECTION OF RAILROAD CANYON ROAD ($lib ,, > Orange San Diego-wvemae-San Luis Obispo-aakerdea-Sas amenm Pnoeni.-Tv o, 1 S - H u, AND STATE HIGHWAY 71,122.0 FEET ""7 BEFORE �• 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 P A 2A YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS N NORTHWEST OF RAILROAD CANYON ROAD, - �. 'C� sp �Ip * • BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - LOT T 1 6.0 FEET SOUTHWEST OF POWER POLE FILE No. m m n BRAD FAGRELL,RCE'4 20 DATE J? CIVIL @ 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER elf 'x'-"�f e"'. - S/31luic, SCALE: SHEET SPECIffC PRECISE GRADING MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAO 0 0�.TOP OF CONRETE POST E-14-70. Call at Mast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COW RCE •C46568 DATE DATE: ,�-3 SEE SHEET 6 \ - - \ Fs 139B.4o BLDG 53 FG 13 FS 1397.57 TC 1397.62 FF 1399.01 1398.25 - n FL 1397.45 •tK FL GB ' AFS 1400.57 �\ dl 1 �� PE 1398.40 �. FS 140032 f 9 PLAN 2RX P BLDG 49 \ 6 I FS 1399.07 E 1397.T2 139859 FS 1398.82 TS 1398.74 g § T FG 1399.00 ! IE 1396.59/!;%' 1 FG 1398.40 0.00, / T BLDG46 1399.80 FF 1399.97 0.30' s ` " FF 1400.571 FL HP PE 1399.30 0.30' OF 6° DF\ / BS 1397.741 'FG 1399.90�' 12 / > PE 1399.90 PLAN 30R \ DF 1398.30 ,\39�' \\ 00 FG 1399.00 �'�, FG 1399.00.: 13 HP 0 \` 2 FG 1398.30j r, \ •\ 2 6.0'STEPS '',,,• t PLAN 3 0.40' 2 - _ 0.50' 0' 1398.30 FG 1399.30 1399.20 01• „ 95 s\ 010' •oo REO'D pl• OF DF \• FL HP o H� m 8 > \ 0•10, FL HP .�-' g BLDG48 t.; o DF� FS 1397.40 i>• ,�'t A FG 1399.50 FG 1398.80.; S=1.3% -FG 1398.40 V 'o, 4 ff FG 1399.70 DF U, �FG 1398.40 _5 FF 1399.07 ` �\�. p j FG T399.80 �f PE 1398:40 0.00' '�\ /- <0 20 'TG 1397.97� FG 1398.40 -DF yp1• 00 IE 1397.19 7 T; o: -PLAN 2D OF d /.� FL 1398.42 \ FL 1398.01 FL 1398.67 00 - 5• GFF i \\ / 1398.90 FL 1398.11 �,:+ �� _ - i FG 1398.30 0, �, s FL HP\' FG 1398.40 \ ,v,�. tl� o, V>= DF S v v l FG 1398.70 0 9 ® i �\\ 10 0 S�3g 39 912i 1 '1 10x09-\pS5 969 FG 1399,00 Y FG 139_ 8.201 o i S a M II - 1i Y DF 1 - FS 1398.07 82 - pp FG 1398.40 FS 1398.82 f3 1 t FF9,.67 47 � � TS 1398.74 L 1397.60 fG 1398.40 BS 1397.24FL GB ;> 3 6.0"STEPS ("'� S9.00 FS 1399.67 0 PLAN 2RX FL 1397.22� REDID o1O7 FS 139942 % { -�I FL HP TS 1397.18 RIM 1396.94 1,5g862 TS 1399.34 12 BS 1396.72 OfFj BS 1397.84 15.5"STEP ? \1 FS A96.68 RED REO'D 3 6.0"STEPS t TS 139i.76 'D off BS 1396.76 '/ a/ � 2 6.0"STEPS 12 - o GG� 0� 1 'l7 o. REO'DLu Lu \? s FS 1396.42 W f f r 3: a p9n ol ' Z - p.t��s L.91%�' p• Lu R•375- 6• '3Za8 FG 1397.70,/ W F No OO, L"3 1397.60 R' (n S o0 3 FL HP % F �ryto JS � p✓„"` \1B1• 1.OA _ a•-s"`" n IE 1396.32 B�g54W. 9 -FG 1397.70 y - RIM 1396.27_ - N y - -; ;� FG 1397.70 10� 7. ` .3'05- 5 5=0.9% FG 1397.80 Flx >3 12 o A �p0 1397.60 �. 0' S=0.TZ 5 FL HP 30 TG 1397.28 7 - 5 '� 1 O 60, FG"Cl)11141, 10 IE 1396.60 � t ~ 96250 SgyORyq 1.0% (TYP) 4 FG 1397.50 12 gl. ram" 1398. z FG 139100 GFFZ` r L GB FL 1396.79 �4 0.20' �� FG F 1397.70 t i �. 3'p0' 1 DF O 4 (TYP) t t fFG 1397.00 1396.90 r 7 TG 1397.10 FG 1397.70 fX FG 1397 70 t t - RIM 1396.18 FG 1397.00 FL HP BLDG 55 o IE 1396.03 1 t N2.6's59Y Fc>39i.7o q ;i { _ 2.19' ✓� o PE 1397.70 FG 1397.70 3.00' [E 1396.07 ✓ _ a t It 1395.78' 1397.60 2.5' tt 1 t 9 _00 PLAN 3R FS 1398.37 FL HP 139 FL HIP FG 1397. "o`L�• 0.10' FS 1398.12 :%° FL HP *; f - • 9 FG 1397.70 1\ t y `• FS 1397.67 FG 1397.6„0 139110 12 'o, `.i t FS 1396.02 12 FS 1397A2 0 00, fG 3•T6 FG 1397.70 2.fiA w b DF' FS 1397.61 TS 139807 TS 1397.34 o_ FG 1397.70 fGIT0 B50 STEP vo ter- 5 S=0.97. r REO'D 10 { U \ BS 1396.34 8 r \ \ t �..-- \ 2 6.0"STEPS FL 1396.61\a O �• 12 FS 1398.37 }� FG 1397.00 \. i �-/� `RE0'D F i 6 TE 1396.66 J FS 1398.12 T 1 2'A, \�o• w HE 1395.66 0 „ r 6 L T 9 FS 1397.54 ✓ BLDG 56 O w FF 1398.37 1� 'Q.4 / 121. w PE 1397.70 lJ j FS 1396.56 '�- PLAN 1 //� b , { ._-•{y " '` tJ Fs 1396.40 � 0 0.00' FG 1397.70 { 0' DF� �, FF 1397.67 FS 1396.50 © 6'-'1 o+ 8 FG 1397.00 t �e S� O PE 1397.00 - _ IE IN 1395.38 Y� \ 0 IE OUT 1395.37 ,,.a^«'"' 3.0 PLAN 2 � 1.2'/; - Ol. FL 1397.16 tt CONSTRUCTION NOTES SEE SHEET 10 oO CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE.O FENCING PER LANDSCAPE PLANS O INSTALL 4'ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM O'CURB TO 2-CURB CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. _O CONSTRUCT 6"PCC DRIVEWAY 11 5'TRANSITION FROM 4"CURB TO 2'CURB Io s o 10 20 30 CONSTRUCT 0"CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE! 1% MIN. - 12 CONSTRUCT 4"PCC WALKWAY PER MODIFIED - GRAPHIC SCALE 1"= 10' 6 DRAIN DETAIL ON SHEET 3 Poo ov 6/6/A CITY OF LAKE ELSINORE STD.N0.211 BENCH MARK: DIG ALERT TIES ON THESE PLANS REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2SOUiHPOINTEDRIVE-SUTtE275 -iaeosc ARECAUTAPP�RO IMATE A LOCATION ND SHALLNBEUVERIIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET � _s a ESg LAKE FOREST,CA 92630 p - ELEVATION: 1400.873(NOVO 29) .-. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OM,4� 949.586.0707 PRIOR TO CONSTRUCTION. 8 = RIVERSIDE COUNTY DESIGNATION:E-14-70 - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 9 �, (FAx)949.588.0709 PRECISE GRAD 1 NG PLAN S DESCRIPTION:2.7 MILES NORTHEAST ALONC c ENGINEERING COMPANY r;cken UNAUTHORIZED CHANGESI OF RAILROAD CANYON ROAD FROM THE BARRY J.COWAN a ,me ms. . m INTERSECTION OF RAILROAD CANYON ROAD CALL 0ranse San Diego-Rberm&-San Luk Obisw-Bakersfeid sacramemo ct,nen,u�rson CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 AND STATE HIGHWAY it,122.0-FEET BEFORE �, 46568 jO RESPONSIBLF OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A YOU DIG! / y PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 1 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, - S �6 BY THE PREPARER OF "THESE PLANS AN HT CITY ENGINEER. 0 0 T 6.0 FEET SOUTHWEST OF POWER POLE FILE NO •1853732E,1.0 FEET NORTHEAST..OF A I-800-227-2600 BRAD FAGRELL,RC 43920 DAT Jj. CIVIL �� CITY ENGINEER �TF �' 01 � F�?pl� SCALE: SHEET SPECIFIC t. .MARKER POST,A BRASS DISK SET M THE UNDERGROUND SERVICE ALERT CHECKED OF cA�A PRECISE GRADING 4� 0 6 N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE •C46568 DATE DATE: SEE SHEET 7 DF� FS 1396.73 FS 1397 75 j , r��1399.10 >.8i•e.. Op, .. FS 1397.76 ,° FS 1397.59 ., 9 1398.50 Is 1397.78 ii FB 41 LD 99.07 �^,._i•. r� / P FL OB 1398.50 TO 139764 PE 1398.40 / ( j BLDG 38 FG R99.10 0.40' FL GB �"'-�, FS 1397 80 FL 1397.47 FG 1398.40 PLAN 2RX 3.3Y.. FF 1400.17 �/ ® FS 1396.65 DF �r '` OF p, s � 4y, .- �- PLAN 1 B, 4�RIM 1397.61 �g g o - {}` / o,/ Oi 7 FG 1398.20 2>. 6 0.20' w OF f 1.� lg FS 1397.85 0 - FG 1399.60 FS 1400.17 BS 1397.04 � o ' 1399.40 FG 1399_.50 FS 1399.92 � �� 3 3 6.0'STEPS , l I t FG 1399.70 FL HP FG 1399.50 TS 1399.87 >>i FS 1397.93 �i aQ 2 �`1' RE0'D TS 1398.54 )FS 1398.87 ~ j _ 1 _1399.37" FS 1398.01 FS 1397.73 h `96; FS 1398.62 .�, ,< _1 � �,,••••• 6.0STEP �� FS 1399.21 \ - Bt j/ 7 p REO'D13`J6'(j BE 139i.72 / 12 TE 1398.i1 y F FG 1399.70 4 (TYP) � FG 1399.50� IE 1397.11 6 3 �9?° - f TG 1399.10 FG 139950 7 9 , �%% � FG 1398.60 p o FG 1399.90 � ��IE T347.64 •.100. - FS 1397.85= pF 0� o �� ITT _ FS 1399.50 1399.70 [E \ 39,�, \ N ^a 3 RIM 1395.97 1397.27 1399.60 `� j`� © ��., FS 1396.94 S=t3X FL HP N FS 1400.37 12 ro\ �r a`' 0.50' '.\.\ ��• FS W00.12 6' M° 1 IE 1398.08 1398.34 23 y {j c139s.7o °FF. fjj } BLDG 36 OF 9 R\_ f - 1 1399.60 o I \ 739g6j '-•0.30' I�ce PE 1398.80_ ,k" Fs�39 1 �'13 t \• � BLDG75 FL HP a DF ? FG 1398.20 1 CYO"' , , 1 BLDG 37 FG 1399.40 FG 1398.80_ PLAN 2 / ?7Sg r\' FG 1398.70 PE 1398.20 // FF 1400.37 DF o0 7 / cJ�3 ��, M f PE 1399.70 DF yj \!� PLAN 2 tf 1 j TG 1399.28 7 - 6\6. O •? 1397.60 \La% 1 [E 1398 48 PLAN 3R o \� FL G8 � y FG 1398.20 r /_/ FG 1400.00 �, FG 139950 y FG 1398 20 I-� f f� FG 1398.80 __� �. FG 1398.20 `W }III 4` I r (-' k 4 tTYP) // " / �� 9 cFR 0.10' a FL 1397.82 f +/ FG 1400.00 X / ;0 73gg9F } �� of 1398.21 FG 1398.20 LU ? W FL GB 00%f � FG 1399.60 vy ; �� 9 FG 13' W ?3 E FG 1398.70 �398.6T FS 1399.47 3 Q' A f 30 � 'lox 1399.60 1398.7�FL -FS 1399.22 Ts t399'14 °".^ `- Aj� 0 FL 1398.48 1399.50 HP FL HP BS 1397.97 ,` f FG 1398.70 _ FL HP v 2 7.0"STEPS FG 1398T0 /- oo \• ......." `� 3, FG 1398.80 REO'D k�-FG 1399.80 °- .3r 12 FS 1397.38 f 12 ..�i....._n I 1399.35 - t 1399.70 ( -max ti FG TS 1399.04 �I FL GB jjj I{ zOy, y FG 1399.60 HP TG 1399.38 T FG 1399.80 FGFG 1 �� FG 1398.80 FS 139937 ddP 1398.60 0\ 1399.70 .k� v' _ l �398.40 FS 1397.46 3.5% FS 1399.12 FL HP �� ,c _ == =-s•_----- FG 139U Oi 3.27. FL 1399.20 I t Q: IE 1398.43� cv�� i.OXFL HP 1398.90 FL GB _� -� - /� ••�3 00' f_ 1.0f. FL HP 1.0/ X i FG 1398.70 t FG 1399.80 ,a_ OF X BS 1397.54 -•=DF FL 1398.84 3.00' � t � � 3 6.0''STEPS �of �� OFF = 1400.22 �t 4.50, EO D I FG 1400.00 �� „ --ry • R FG 1399.70 \ TG 997g 80 80 FG 139F.G01, ��I 1398.66 20.00 'l 1� t 5 S=0.87. - o " 7 399.00J FL GB 3 20.00' ----- t FG 1399.70 1398.90 Y FG 1399.00Y`� `9 o o FL HP 9 50 wI O t �_ jX '� 4 TS A9934 BLDG34 o FG 1399.00 FF 1400.47 1� FS 1399.67 12 f A 7,pg 12� FG 1399.80 IE 1398.21 FG 1399.80 FS 1400.22 PE 1399.80 5 S=O.BX FS 1399.42 iC-. 3.SX �I S� ~-a u FG 1399.80 FS 1400.22 0.10' o F 19.1T TG 1399.20 FG 1399.80 TG 1398.80 �• ti e 7 PLAN 3 DF �� 7 L- BLDG 69 FL 1398.26 I 1 FG 1399.90 IE 1398.16 1399.70 FG 1399.'0 mE 1397.67 FS 1397.63 8 ^ FF 1399.37 rj 1399.70 `= - �_�•SX 3.00, - FL HP o 12 GFF=1399.97 DFtO� of FL HP BS 1398.34 O '� PE 1398.70 FG 1398.70 - xsa__. FL HP TEPS FG 1399.80 9 FG 1399.80 IE 1397.94:• " + 0 2 SOY REO'D i47% ' PLAN 2 =' �0% FL 1398.20 f 2.9/. �FG 1399.60 �y01•^ a l {� 9 FG 1399.80 FS 139933 T `�� 8O tOA. Fs 1398 14- - 0 -f r I `�. ^j:. �9 _y O_ FS 1 __ FG 1398.70 r� 1 - O - FG 1398.70 777 TE 1398.86 F`' y1• 10 FS 1398.2 - ' IE 1397.83 `�' 4.5% // , FS / { o TS 000.16�~ �! , FS 1398.76 FL 13908�;; FF 1399.67 •7� 1398.24 a i Fs 1400 47 �� BLDG 35 � +6 r , o� FS 140022_ 12 " o��-' # - 1 # o / (' ti 4.83 a„ TC 1398.19 ,9 # 12/ - •.•/ 1A FL 1398.02 FS 1398 26 a o l i 1 m BS 1399.75 ! 1' PE 1399.67 M�__ 30.0T 1391 Q82' - p\ 777p t REa D STEP FS 1399.64 6.7_y __ FS 1398.60__ ry PLAN 2RX - ` CONSTRUCTION NOTES SEE SHEET 11 O1 CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE 4O FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM 0-CURB TO 2-CURB `R O2 CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 OS INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. OB CONSTRUCT 6"PCC DRIVEWAY - 11 5'TRANSITION FROM 4"CURB TO 2"CURB 10 5 o to 20 30 c o O3 CONSTRUCT 0"CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 01'/. MIN. 12 CONSTRUCT E PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10' 8 me' DRAIN DETAIL ON SHEET 3 16 116 CITY OF LAKE ELSiNORE STD.NO.211 - `L',°m = REVISIONS APPRV DATE SEAL: 250UTH POwTE DRNE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E ELEVATION: 1400.873 INGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/011 a 949.588.0707 PRIOR TO CONSTRUCTION. 9 $" RIVERSIDE COUNTY DESIGNATION:E-14-70 - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRECISE GRADING PLANS (FAX)949.588.0709 OF +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG � � �� UNAUTHORIZED CHANGES ENGINEERING COMPANY .'ckeng nee,ns com RAILROAD CANYON ROAD FROM THE BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CALL m omngo sano�a-RIe de-snnw�oamo-sa.saysmemo vnnen„r snn m o INTERSECTION OF RAILROAD CANYON ROAD a RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A 8 AND STATE HIGHWAY 71,122.0 FEET „ BEFORE srg& / *q'' 46568 * PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS VUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, 6 8 BY THE PREPARER OF THESE PLANS ANU THE CITY ENGINEER. T R 36118 - L 0 T 1 `u 6.0 FEET SOUTHWEST OF POWER POLE - � FILE N0. BRAD ENGINEER R "43920 DATE` CIVIL ! m> 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 � - CITY ENGINEER �4rF � �u,,,p�� „�3��Zy(� SCALE: SHEET SPECIFIC - 8 MARKER POST,A BRASS DISK SET M THE UNDERGROUND SERVICE ALERT CHECKED OF Cpp1� /� PRECISE GRADING 4�f . 0 o N TOP OF CONRETE POST E-14-70. Cali at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.C AN,RCE -C46568 DATE DATE: �t0'� SEE SHEET 8 { 1396 4040_ ! I tl 0.00 FG 1397.70 l�' t q{ { .�^ 1 O - 00 I I { ✓._.{ w. 1 �,� I FF 1397.67 FS 1396.50 a I 6i- DFYl 8 FG 1397.00 IE O 395.. t�t� ? a i 0 "•'""""""`• '_ FS. I PE 1397.00 IE OUT 1395.37 3.00' 1 - { i 1•YA ( OX S.Yx 1.0'/• FL 1397.16 I PLAN 2 I ..� ✓ \"O FG 1398.20 f 0.00' � OF '' FS 1396 28 2 U'. FG 1397.40 19�1 g,00 FS 1396.42 .-_� X FG 139740 1396,81 0.10' 1 - 12/ "� _ 0.30' � FG U97°70 , 1397.46 �° -�` FG 1396.90 �` FL GB c OF RIM 1396.28 DF FL GB QS'�. 4 (TYP) 1397.20 FS 1396.36 FG 1397.70 - fL HP ; i { i 1 f^ • i FG 1398.20 4S -- L o FZ ,. FG 1397.30 9 .--_ IE 1395.84 TC 1396.40 FG i397.30 t /'J ✓ RIM 1395.59 � TO 1396.19 FLFL 13%23 `\1 FG 1397.40 j fG 1396.20 1100, FL 1397.73 w �. FL 1396.02 1397 20 TO 1396.88� FS 1398.87 \ • a 1,0% -5.00, 7 i FS 1398.62 \\. 1,>ys9•S f6 FG 1396.80. FL HP IE 1396.18 4 (TYP) -FL 1396.51 FG 1397.30 tt 1 FL 1397 76 3 \"s io - 1.0'!. GFF%139"I.12 S=LT/. 5 1396.23 9 �� p 00, FG13T�30 FG 1397.30 t 1 < 3' FG 1397.30 1 t 1398.20 S�0 FL GB ;� FG 139730 FG 13%80 t^ IE 1395.54 Y �� FG \111 , - a o �o BLDG 58 o-TG 1396.70 FG 13%.80 �;`� FF 1397.97 o A 7 IE 1395.47 °-FG 139730 1396.70,,, PE 1397.30 FS 139T.97 FG 1397.30 9 .:%� 1397.20 i FL HP H o FS 1397.72 3.00'-,�+ FL HP { I �J TS 1397.14 - \. PLAN 3R _FG_1397.30 `� V { t 1397.20 \� FS 1397.47 I A9 g w [E 1395.16 FL HP f 1398.10 FS 1395.41 12 FS 7397.22 II FG 1391.30 F=139�• 9 z x � GF FG 139730 T Y° FL HP � � \. N e 43X V'l 3.fi/. � �1wo 4 (TYP) �ti o1° FG 1398.20 FG 1397°30 4 § e �o� FG 1399.40 FG 139850� BS 1395.64 © Q FS 1397.16!;r o r { / FL 1399.25� X 1 .p 3 6.0°STEPS FG 1396.80 1396.50 -r. `J �' TS T397.66 l 1 t s R• / + \ FG 139930 .� REO'0 _ > \' 12 BS 1397.16 q Z ~ / / y;0• f �p� FL GB `� iii TE 9396.03,'r 1 6A REO'D 1.2Y. A III FG 139820 d FG 1399.60� \o. 1( 6 I �, FS 1397.72 W 9 w FS 1397.08 FS 1397.12 , N -�- �300- TG 1399.00 '1. ,1, BLDG 57 { BLDG 59 tom" FG 13973o I {{ {I LLI FG 1398.20 IE 1398.00 7 '�� FF 1397.47 - N FF 9397.97 FG 139730 i 1 1 W n 18.00' PE 1397.30 0.00,) PE 1396.80 FS 1395.93 , Z• FS 1395.?7 I' 6°00 OF } i FG 1399.60 � b .n FL 1396 76 I 70 0'�q y\ �O•� SAS 19•tt I PLAN 2 1� 1, �`'°� I 0.30,PLAN 1 9 � FG 139T.3O i c 0 ,, F 0, I 0.30' 1 FS 1395.88 OF -�Y 1 i S HP 90 A AS ® I 0.50' 1.7/. 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'�FG 1399.60 ° " 2 -f FGF6 1� FS 1395 51 �ro REO'D GB RIM 1394 88 - !� - fS 1397.00 [E 1397.50 _ 1395.67 - - 1397.20t} � w [E 1397.44 4 (TYP) 10 • FS_1397,97 \` { FG 1396.00_ p FS 1397.72 9 FG 1397°30 FL HP A( ~ ~ 1399.50 a ' FG 1399.60 3.00' 1.2L. TE 1395.77 �� FG 139730 t /� IE 1394.77 IE 1395.25 FG 139730 tFG 1396.90 1 .'% FG 1399.60 FG 1399.60 .. ^y T . ':, t { a9 �',+ `' w FG 1397.30 {. c TE 1398.30 1 9• IE 1397.34 6 FG 1399.60 �'� t ., } TS 1400,16 S � D,: r N ® '`FG 1397.30 2.5 �� f { t { p •\ � F � 6. w FS 1396.81,`: _ {'•, o rO 12 BS 1399.66 I ro �' m BLDG 82 m FG 4396.90 j} c �16.0°STEP I II 1399.50 0 1 ° FF 1396.67 w_ m [E 1394.91 j { { N I ' 4 REO'D I I FL HP o 9a0 - 19.17, - PE 1396.00 FL 1395.69 °' w 1396.80 -S 1398.56 I I� 1 F 8 \ PLAN 2RX FG 1396.00 �T FIE HP 7 TE 9395.19 o I FS 1400.27 Z 111 t FS 1398.22 FS 1399.37 FS 1400.02 I O. I 12 FS 1397.57 FG 1396.90 FG 097.00 i t _OX 1.2i 1.46 J FS 1397.32 i{ N i 11 Fs 1398.24 © I' BLDG 71 o` GfF.139LOT BLDG 6t S=0.9% , FF 1397.57 \ t e FF 1400.27j E o 0.20' 26 13gA�a / OF PE 1396.90 {� � " PE 1399.60' �� 9 �q 00' jai v PLAN 1 �� 1 i F { FG 1396.70 PLAN 3 p ? e CONSTRUCTION NOTES SEE SHEET 12 m N O1 CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE 4O FENCING PER LANDSCAPE PLANS O7 INSTALL 4'ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM 0"CURB TO 2-CURB ai F CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 OS INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. O CONSTRUCT 6"PCC DRIVEWAY 11 5'TRANSITION FROM 4"CURB TO 2"CURB 10 5 0 10 20 30 ao y 0 CONSTRUCT O'CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9O CONSTRUCT SWALE 0 1%MIN. 12 CONSTRUCT 4"PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10, 8 DRAIN DETAIL ON SHEET 3 V 6/6/4 CITY OF LAKE ELSINORE;STD.NO.211 H . 0 2 BENCH MARK: REVISIONS __ APPRV DATE SEAL: zsoun-I PawrE ORtvE-SUITE VS �-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET W' DIG ALERT THESE PLANS.HAVE BEEN REVIEWED FOR COMPLIANCE WITH �y IAKE FoaEST :A 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E ELEVATION: 1400.873(NGVD 29) ___.., THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR '( 949.588.0707 PRIOR TO CONSTRUCTION. 10 o RIVERSIDE COUNTY DESIGNATION:E-14-70 e x ,. CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. Ogwo (FAx)949sae.o7w PRECISE GRADING PLANS DESCRIPTION:2.7 MILES NORTHEAST ALONG o UNAUTHORIZED CHANGES, OF. y ENGINEERING COMPANY rckeng�neer ng com RAILROAD CANYON ROAD FROM THE CALL. BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2A L INTERSECTION OF RAILROAD CANYON ROAD ( BEFORE 46568 9 Orange San Dkgo-Rivenirk-Sanl.uhObispa-Bakersfield-Sacramento Phnen:w<:on 1$ AND STATE HIGHWAY 71,122.0 FEET �, RESPONSIBLE_OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE You Oro! (� g�6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 1 ��N NORTHWEST OF RAILROAD CANYON ROAD. � * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. BRAD FAGRELL,R -43920 DAT CIVIL m m a *j853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 '�4T SCALE: SHEET SPECIFIC ' �? MARKER POST,A BRASS DISK SET M THE 1 CHECKED CITY ENGINEER f _ �-�i _ UNDERGROUND SERVICE ALERT [DESIGNED BY: DRAWN BY: _ OF CAU , PRECISE GRADING 0 0� TOP OF CONRETE POST E-14-70. Coll cT lust 2 working days prior to excavating. BY: BARRY .C AN,RCE C46568 DATE DATE: SEE SHEET 9 l I I FS 1400.41 j " ti l# i of FTS49400216 r�i 12 i FL�1'39 ' FF 1399.67 ti 483 0 TC 1398.1; PFS 1398.24 BLDG 35. - °' 14+6- BS 1399.75 PE 1399.00 0; 13g�•B? FL 1398.02 FS 1398.26 R�5.0'STEPFS 1399.64 6.7_% FS�1398.60-i PLAN 2RX r' 30,0T I BLDG 33 EG 1399.00 1.2% I FS 1398.77 I o FF 1400.47 ; TE 1398.75 (� ` # "' PE 1399.80 I 3 FG 1399.00 g� o 1 RIM 1398.28 :""`•---I ___ n� I m�.„ IE 1397.43 6 �._...-.� 89- m e.m_ © ^ r # I 7 TG 1399.30 11 PLAN 1R �- .�. - RIM 1397.81 � `` FS 1398 30 df I IE 1398.30 FG 1399.80 4 1.2% , 6.9-�... FS 1398.78 TC 1398.65 1.0% - 00 r FG 13139.80 5=0.9% 1399.70 5' FG 1399.80 �•.= FL 1398.48 2 FS�� {'p�•S• _ 0.9- " 9 1.2% FL HP I� .'':', ..�•.�'.,._ '.. o I 9 DF O� 10.Op,. ---- FS 1398.28 FS 1398.37 ... -51.2X- -___ •--_ 3.00' [E 1397.94 RIM 1398.67 1 FG 1399.80 dl FS 1398 80 9s'(' f} Q OAO' !' 10 # f 9 3.00' FG 1399.00 DF 3 _ g p1 ^� FS 1398.46 ( I 7 TG 1399.30 5 $=O.9X FG 139980 - 1" ---_ •.� • S A "K3a'�• �_ r,� r� �• I.' `IE 1397.90 -_ E FS - '•� �� ~-FG t399.10 ��... _ IE 1398.30 FG 1399.80 J 1.2_%� [E 139T.94 TE 1398 89 6 �""-- F`� 19 FS 1398.40 ED I: IE 1397 89 1T ,. o 19+9).18 B FS 1398.56 FS 139879 ^ .. ., m_'•.'. �. ....© _ 1398.0 8� BLDG _ { _ - a p N FF 1399.77 t BLDG 32 i TC 1398.65 9 18.00' © FS 1398 78 ' FL 1398.48 LOX _ ' 94 m PE 1399.10 ,� r o FF 1400.47 2 a g1• I 6.8% m i PE 1399.80 18.00, ��T _t0 .FS�3 PLAN 2RX ; 6 TE 13se.6s \ ._. TE 139875 = 9 PLAN 1 '�' FS 1398.60 IE 1397.53 - q°+�• �� - io IE 1397.66 - - ,� of g,3 .' 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I� FF 1400.6710l N FG 1399.80 FG 1399.80 wi GFF- o _ I o PE 1400.00 r 5=0.8% FL99.p0 ii -1399.97 1398.90 4.50' FG 1399.10 I FG 1399.10II u o 1,_l} FG 1399.90 m _ u n 5 IFS 1400.47 FG A99.70 FL HP 1 0.10' PLAN 3 I� # 4 (TYP) C�- FS 1400.22 W S=LOX BS 1397.94 20.00' 1.0% =1399.00 DF IW �� v 0.10' 5 3 5.6-STEPS 3.00' 1.0% FL HP GFR_# FG 1400.00 i S-0.87 - DF TG 1398.80 REO'D 20.00' 1398.70 �- 1400,42 = # # 5 BLDG 31 7 TS 1399.34 1 FL GB � FG 1400.00 (A FF 1400.47 0 IE G 13993 12 4.50' FG 1399AO �t1 (TYP) 4 1.0% I� PE 1399.80 �I 41„ FG 1399.00 FS 1319.67 3.1% / 1399.90 lL 3.00' W PLAN 3R 1398.90 � FS 1399.42 FG 1397.90 X X-------�G� FL HP } � � _..� co FG 1.399.70 N. FL HP u ) IE 1398.43 n FG 1399.80 TG 1399.38 - _ I p FS 1397.64 FG 1398.00 FG 1397.80 FG 1398 20 X x-FG 1398.20 5=0.8% 7 0.10' ^I�• �I )I FG 1400.00 # ? 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FL HP 3.00' 9 _ 3.00' # i 4 (TYP) - �K_: .�C--- \--1399.50 FG 1399.80 2.0% O 1397.70 5 5--0.79� FG 139- TL IE 1397.84 '-� 9 1.0%�_FL HP X fG 1399.60 X1p% FG 1398.70 FL HP ��>-' .. i 3.00' `T �"- 9 1398.44 IE 1396.46 [E 1396.27 FC 1398.20 9 0.00' I 0.00' 9 FG 1399.20 �_ 1.0'L FL GB I� „ FG 1399.60 FL 1397.36 FG 1399.00 - ' D .� � 1399.86 -- ) 3.00' F 139�c F� b� OF FG 1399.T0 „ OF fG 1397.80 C /� „ TG 1399.18 1398.60 \ IE 1396.23 f � " BE 1398.18 IE 1398.32 1398.55 O\• 1 # # II 5 S=L1X `� DF 0' _ 7 FL HP FL GB�/ 9 TG 1397.20 a IX�` •I IE 1397.32 FG 1398.70 \ o Ii o F81400.27 I\ 0\1" �I h FG 1398.70 �I', GFR = 1398.40 7 i o PE 1399.60 FG 139e.70 s=0,7X N �� 0.30' P TS 1399.04 _ 12 o /� r BLDG65 FG 1399.so PLAN 3 - I # FG 1399.60 TG 1399.00 FG 1399.30 1 - 5 5=1.2% 1.6% FS 1397.37 I 5 S=0.7/. o FF 1398.87 i g FS 1399.37 )l) PE 1398.20 ( ! FG 1399.70 IE 1397.54 u 7 FG 1399.60 FS 1400.27 FS 1399.12 �jj X IE 1397.47 TT� FS 1400.02 . FG 1398.20 PLAN 1 1397.31 1 FG A99.60 0 1399.50 FG 1399.40 9; BS 1397.64 d - FG 1397.80 iv FL GB �• n n P 0FS 1398.87 13 NPO. - - _00' `FL HP \ GFF=1399.61 20 _0.O 1 - 3 5.6'STEP 139 - - a o „ n [E 1397.16:- d 12 i, r1 _ " - FS 1398 139 90 U i P r FG 1399.60 , 3.3L 13F 8•HP \ 3 f768 13`7.H0 F TS 1398S6v62° GFF 1398.15 FG OFO9 0.3D TG 1 0 � �FG 9 n FG 1398.70 IE 1 �� 12 # I� FG 1399.60 FG 1399.601 . ro c 1398.50 �� ® IE 1396.03„ BS 1398.06 u pg :,FS 1399.41 r-� © °6I FL HP �0 µ �.123 0� I ° REO'D STEP 2.0% �I O o� 1 FL1•GB 9 TS 1399.97 ttt o 1.2% 9• .' 3.0% REO'D tl BS 1399.39 d, FS #�#i FS 1397.92 w j a�I. 4 1 70 STEP ,,w N \ :(o �"- "' "'�ZZZ"'JJJ FS 1398.47 FS 1398.22 REUD TE 1398.05 �f/ "I 12 TE 1396.93 FS 1400.27 \ 12 6 iii c; �] i '� IE 1395.93 6 N d FS 1400.02 IE'1397.01 i �� n I BLDG 27 1.2% 1397.95 FS 1397.479 BLDG 29 I © BLDG 64 1•p% FS 1397.15 FS 1396.77 FS 5.0_ %y M FS 139929 FF 1399.37 2T 32' �> c� FF 1397.80 FS 1396.83 FS 1396 71 I FF 139960 z1z PE 1398.70 PE 1397.80 PE 1399.60 ®-� - ^TE 13s7.77 (' s.4_y (� Ii ti PLAN 1R I 6 IE 1396.77 i 12! PLAN 2RX n I PLAN 3R Fs 1395.65 g" CONSTRUCTION NOTES SEE SHEET 13 m m O1 CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM 0"CURBTO 2-CURB 7$ 2O CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 O5 INSTALL 4"PVC DRAIN PIPE 0 0.5%MIN. © CONSTRUCT 6"PCC DRIVEWAY it 5'TRANSITION FROM 4"CURB TO 2"CURB to 5 0 to 20 3o g o R 0 CONSTRUCT O'CURB PER DETAIL ON SHEET 3 O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE .� CONSTRUCT SWALE 0 1% MIN. 12 CONSTRUCT 4'PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10' m 8 m DRAIN DETAIL ON SHEET 3 1)D,6 6V 6/6 /F6 CITY OF LAKE ELSINORE STD.N0.211 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH POINTEDRIVE-SUITE 275 -14905C CAUTION _OCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E TAKE FOREST,CA 926J0 11 ELEVATION: 1400.873(NGVD 29) - TH€APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Qµ0FES510p4! 9a9s8ts.o7m PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-70 o e y CITY AND STATE LAWS,ANO A PERMIT.CAN BE ISSUED. (FN0949.588.0709 UNAUTHORIZED CHANGES OF m DESCRIPTION:2.7 MILES NORTHEAST ALONG - - „'�, ENGINEERING COMPANY ,r=keng Dee,�_ PRECISE GRADING PLANS rot- RAILROAD CANYON ROAD FROM THE BARRY J.COWAN g.�om mpg INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 Uaage W>o-Bak�eld-Sacram -Ph-nix-T.-w CAUTION: ENGINEER PREPARING THESE PLANS CHANGES NOT BE 18 ( h/ s sao Diego-w�mlde-san wK ob' RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A AND STATE HIGHWAY OA 122.0AN FEET `u"°�� j _ ..,nn E / NO PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS a; �o NORTHWEST OF RAILROAD CANYON ROAD, rou utc! I 6 * PREPARED UNDER THE DIRECTION OF. TR 36118 - LOT 1- BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. oo`! 6.0 FEET SOUTHWEST OF POWER POLE - -- FILE NO m m r u BRAD FAGRELL, E d3920 DAT Jj. CIVIL �� 1853732E,1.0 FEET NORTHEAST OF A 1- -227-2600 CITY ENGINEER '�lE• �Gt..+4.�- $�$1�Zok6 SCALE: SHEET SPECIFIC V, MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALVE PRECISE GRADING V�3a1 0 0 TOP OF CONRETE POST E-14-70. Call at kast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COW N,RCE "C46568 DATE DATE: - SEE SHEET 10 FS R98.24 BLDG 71 ` ` A39T ® „ 9v _ w GFF BLDG 61 6 o.9X 5 FF 1400.27 o.zo' FF 1397.57 2e 00' � 1 PE 1399.60 9 ES ggAZ6 OF PE 1396.90 7.8' PLAN 1 FG 1396.7o PLAN 3 !X 0.20' p �} FG 1396.90 } 4 IE 1395.51 € 1 -...� 3 OF �i�� 1 ��5 I BS 1394.67 FG 1396.00 0.10' �� } •' �•�._f �� FG 1399.40 0.00' ,, 2 6.0'STEPS OF I�1396.80 }t OF 15.00' 0 20.00' FG 1396.80 - 1398.80 REO'D FL HP FL GB �1.0% TS 1395.67 IS 139734 1395.90 �a' r� *0.3 _ __ 3.00' FL1399.15 FG 1399.60FS 1394.62 FL HP � 0.20'FG 13998.91 �/ X f _� FG 1399.60 9 FS 1397.67 OF3FS 1397.42 1,�--�� ' Fft` � TG 1396.487 807. L GB - 3.00'0.0O FL 1395.78 FG 1396.70 '-� IE BS 1395.84l 'Ft2% DF FG 1399.80 72 3 6.0'STEPS , �9' 1 -IFS 1398.4E """� OF FG 1396.00 FL 1395.72 N 5 00' FL 1399.2E REO'D "'� � 1396.80 FG 1397.00 o a� N � j FG 1399A - 1 FG 1396.00 f X FL HP -�y0 i BLDG 72 `�. oo' .1s10 1+ FS 1398.5E O ' " FF 1400.47 co __. FG 1396.90 s C g l 4 (TYP) J !�--- -� 1 4 PE 1399.80 00' M 12{�2AA6 � 57 d26'E jp" r. 18.00' FS 1399.63 PLAN 1R Q - SC 199 1395.45 m FG 1396.00 � -t'2% o FL GB "a.-,; FG 1396.00 FG 139T.00 I J r I I- W N56°23'19 Y i 1 1398.6E ,c ._ k �...._... .........� _o 1.92 e 1397.6E FS 1400.47 " o1 - �,, 12 F%1400.22 .:l , M6.749219V °34' TS 1400.16 s,r^, 66-W a `. L 15.0"STEP � _.v.�___._......... ,• � l FG 1399.80 REO'D IF 1397.7E 1-�FG 1399.80 FG 7399.80 � 4G '\y o �-� �� - f ._..,_....r R � �. ®� � P t 99 2 5% FL 1399.45 1399.70 1399.90 -3-O�,'3-ae_~_-_,4t- -- IE 1398.14 FL HP1=""j I ,r4I FL HP - FL 1399.49 TO 1398.47 F FG 7400.00 T IE 1396.07 '�FG 139&BO -� -"`"""�� 'FS 1400.67 FG 1400.Do N X fG 1400.00 11 1 ! 0.83% FS 1400.42 '�, 1. 2X �'-�( F1x .....-","'"��,,.'•`' 11 FL 1399.55 "-- - k!x g36g 0.80% IBERIS %/ 0.80% 3 w _ r FL 1399.6E r ® FFF DG 73 „---9 F-' FG 1400.00 73g4�OO t A��y ........ ......._..... ._._.._........_....._.._......._.._.__. _.. - - -'c�i 20" 16 W 1400.00 S=tl% 5 W PLAN 3 _...... .. ._ _ - N � (n TG 1399.58 7 4 (TYP) :- ✓ W o IE 1398.78 Lu „ s . - N __,� i 3.00' r--- 1 FG 1400.00� FG 1400.30 RIM 139431 r%r` -^-^" '+ws�:o _ 9 IE 1� 1399.90 FL HP FG 1398.20 X--_-_ 13 .9990 `X�----x _FL HP FG 1400.00 4 (TYP) FL 1397.66 1\1 k -� FG 1400.30 FG 139&20/ X FG 1398.20 S --�FG 13-7.80 C F• i 1398.10 FG 1397.90 FG 1397.90 3y3B ,t ? -:,`. •!� 3.00' II 2 I 0.00' ====9 S 13a2>,69 1.84' c DF -----9 FG 1398.20 EC •- �----- FG 1397.80 9459 431 50 4 .78 '� 2 '10 y£ S69'49'2NE A-6'36'36" IE 1396.13 II •2� 39600R- L- FG 139&20 IE 1396.37 ° `-�"- __ 139770 FG 1396.10 '_ 1 FL•HP a � 9 FL 1395.93 FG 139&10 TG'1396.58 7 FG 1397.80 --" °p=- _ - - fG 1397.00 9 1396.90 ppp IE 1395 88 FL HP o -- FL HP } 1.0% d-7.00'14" -� 0 FL 1395.57 2.1% -�. _ IP 1.0% TG 1397.20 FG 1397.80 x _ GFR = 1398.26 /� +" 7 " 3 00 m i lC 3g FG 139E 10 1396.90 "80.0�' L-97 79' _ �9�o [E 1396.07 og96 ob „ L' FG 96.70 3 00' _ G 397 00 9 'I FG.1396.10- 7 TG 1395 87 g F 1 FG 1397.10 ` J I BLDG( IE 1395.97 GFR = 1397.42 IE 1395.60 .9, DF 5-O \ter_ - (S9A• / I 0.30' N fF 1398.87 5 I�' ES 1 PE 1398.20 4 TS 1396.41_ 5 14% o FG 1396.80 0" 1 1N fG 1398.20 ,� o" f 12 - FS-1396.77 5 N 0.20' �� m FG 1397.90 PLAN 1R --j o FS 1398.87 q C 1" FS 1394.77 - FG 1396.10 DF p 5-0.9X 5 II ( FS 1396.52 0 u I 0.30' FS_1398.62 ,! FG 1397.80 `' E 0 3.8% -1 1396.00 ,e BLDG 2 N. - - �%✓ OF r_ GFF=1398.01 �S 1398.5E - ,t 1397.70 �+ ' � FL HP �! FF 1397.67 �I 7 TG 1396.40 \ 1397.31E BS 13980E TG 1397.38 BS 1394.91 IE 1395.30 o B1 o�. FL HP 7 -IE 1396.65 9.50' - a ��o PE 1397.00 FS 1397.67 FG 1397.00 160"STEP 3 6.0'STEPS 7 TG 1395.90 ro FG 1397.00 FG"1398.20 20.00' IE 1394.92 9 :1 FG 1397. { m� 3.2X 12 REU'D % = 3 ° 20.00, REOT PLAN 3R FS 139d.42 FG 1397.00 ; `a ' IE 1395.81 b 4.50' - 1396.00 9 FG 13""0 1396.90 '-" FG 7397.40 \11 __ i 0.20' GFF=1397.17 12 ^> _ __:" IE 1395.3E 1 ® FL HP 3.00' 2.5% __ f � oo FS fl97.87 ,�. 3.0% FS 1398.47 �� DF-� 'o\, FL HP�_ _ _ -- TE 1396.67 - -- } 1--- - "" 397.30 a < 6 FS 1396.22 „ _1 0 "FL 1395.74 N FG 1397.40 FL HP [E 1395.67 '��', + ......, �. FG 1396.10 �_IE 1395.04 / o R 1396.63 N II i I r._a I o �UH.Cli FS 1396.57 n 12 10% 9� ES 19.61' ,"'n „ 1m W � fS A96.90 S=0.9%FS 1397.70 of Ag2 6.9% © N + r397.40 bD FS 1396.65:. �i 6_.0 I 1 N � :" 5 CONSTRUCTION NOTES SEE SHEET 14 N O1 CONSTRUCT 3'AC OVER 6"CLASS 2 AGGREGATE BASE ® FENCING PER LANDSCAPE PLANS INSTALL 4'ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM O-CURB TO 2-CURB a c O2 CONSTRUCT 2'CURB PER DETAIL ON SHEET 3 O5 INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. © CONSTRUCT 6'PCC DRIVEWAY 11 5'TRANSITION FROM 4"CURB TO 2"CURB 10 s o to 20 30 O CONSTRUCT O'CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O CONSTRUCT SWALE 0 1%MIN. 12 CONSTRUCT 4'PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10' o m DRAIN DETAIL ON SHEET 3 006 O1/ 6/6 ,1/6 CITY OF LAKE ELSINORE'STD.NO.211 - ti ' m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTH POINTE DRNE-SUITE 275 d-149osa CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY 0 F LAKE E L S 1 N O R E a QppFE5Si0,y TAKE FOREST,CA 92630 m ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4Z PRIOR TO CONSTRUCTION. 12 RIVERSIDE COUNTY DESIGNATION:E-14-70 eoa CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949s88.o707 (FAX)949.588.0709 , PRECISE GRADING PLANS °F a«® DESCRIPTION:2,7 MILES NORTHEAST ALONG o - ENGINEERING COMPANv r;ege"g,needng.eom UNAUTHORIZED CHANQEB RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 1 8 $ $ INTERSECTION OF RAILROAD CANYON ROAD LEA, ` p orange San Dkgo-RiversWe-San Luis Obispo-Bakersflek-Sacramento Phoenn-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A „ AND STATE HIGHWAY 71,122.0 FEET „ BEFORE Iq, 46568 You n1c! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T.R 36118 - LOT 1 SHEETS I //o NORTHWEST OF RAILROAD CANYON ROAD, - 8 b * * BY THE PREPARER OF THESE P'_.ANS AND THE CITY ENGINEER. `u 6.0 FEET SOUTHWEST OF POWER POLE 6�/l m m a n1853732E,1.0 FEET NORTHEAST-OF A 1-800-227 2600 BRAD FAGRELL, E e43920 DATE ' Jy CIVIL FILE NO CITY ENGINEER 4tf. � � �$/��_ SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAUL - - PRECISE GRADING - •SA!1 o. 6 o N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: - BARRY J.C WAN,RCE wC46568 DATE DATE: 1� J"a 19 SEE SHEET 11 BLDG 2 ® FS 1397.95 IFS 1397 79 BLDG 29 BLDG 64 i.O_%y r� FS 1397.75 FS 1396.77 FS 1396.63 �I C2 FF 1399.37 27.32' B 1 FF 1398.47 „ .. FF 1400.27 FS 1399.29 _ �� I "' N PE 1397,80 n 5 0� FS 1396.83 FS 1396 71 2 „ PE 1398.70 ' �1 PE 1399.60 TE 1397.7T 6.4% l J PLAN 3R FS 1396.65 (/ PLAN 1R 6,� 6 IE 1396.77 1.2! PLAN 2RX ! ,� LL 22.63' Lo FG 1399.60 O i 0.10 1 0.00' °Q,' 8 FS 1397.86 �.` ��139860 FG 1398.30 J 0.40' .rJ, 1397.70 1,0% 8 1 0.20' 18. DF' DF - FL HP 5.7_ O I RIM 1396 43` DF DF 3 ' _ 9� FG 1397.80 010 FS 0.60' FS 1397.67 T _ _ 8.00' ik,.. 8.0% 1.1% cc DF- FG 1397.80 FL 1398.88 4.00' � 9�, 1.2% DF -� IFS 139T.78 „, S � _ _ O'00' 7396.67 ` 1398.40 09 �" 971397.10 # FG 1399.60 FG 1399.4D -�� FG 1399.00 �' 41 FG 1397.20 FG 1397.70 •4 - �u..= �� 1.4%FG 1399.60 4' 4% �06 1.0% 9 GB - _ FL 1398.88 FG 1399.40" --► i, - �� j """'` """'--° I 5=10% 5 3.50' F- ---- TE 1396651f 0.20' 1 9 3.00' �� 3\ )� FS 1397,72 _ �� _9 13FL H0 FG 1397,20.. ----- IF 13� . i1'�l 10% - DF 4.00' 1398.40 �r >I RIM 1397.55 _ TG 1396.82 T j FG 1399.60 2%� FG 1399.00- FL GB �� - lE 1396.12 GFR=1397.62 FG 1397.20 >1 FG 1397.20 # L 0.00' - 0.60' 7.6% m- - TO 1397.58 v j o DF I�---�' IS 1397.69 FL 1397.41 �� '�SO LL DF o a 0 13g)Di BLDG 63 o BLDG 26 -�• FG 1397.20 FF DG 637 m IF 1400.27 h� FS 1397.65 - 107 >- �� PE 1399.60 = - 2 10 9689 I 9 n 18.00' FS 1397.61 ` � FS 13 - o PE 1397.20 9 PLAN 1 m FG 1398.30 0.00' RIM 1396.85 , 8.0_% i TE 397.68 DF 8.00, y S BC FG fl9720 ..r► "' 1397.10 1��I PLAN 2 > 1 I - I (� 1.2% LL FS 1397.53 0.10' \3 ye 9.g0 FL HP i _ 6 1.2_/i c� --•� 139 �I OFF=1397.37 FG 1397.20 /� 6 e FS 1400.2T FS.1399.18 - 9 IE 1396.68 DF F 6.y2 60p oI FG 1397.20 '- 2 -� FS 1400.02 °D� FG 139&30 �8� +/ ( m 12 �� 1397.05 i FS 1397,87 �-�� j II TS 1399.97 TE 1397.71 @ �� FS 1397.62 ( BS 1399.39 I �� ' BLDG 24 FL GB I7.0'STEP IE 1396.66 N 3 ti FF 1398.97 REOD S=1.1Y. n ro TS 9397.54 m 1399.50 I FG 1399.60 FG 1399.60 , 5 N „ PE 1398.30 12 - L , 22.42' 13,00' FG 1399.60 �'�,FS 1399.05 �� "' „ PLAN 2 61a FL HP 5-1.1% cO o „ 7.5-% 1'39• v+ BS 1396.54 ii I FG 9399.60 5 1399.10 3.7% '� m, fs. n 2 6.0'STEPS o 2.5% IE 1396.81 '', O8 1198.20 _ c� 1.2% - FG FL HP \, 12 FL HP ,' FG 1398.30 �J` FS 13%.32O,D v 10 { X TG 1398.60 3.00' - 0.20 / fC 139920 IE 1397.19„ 7 OF 1398.20 16+g3.92 IE 1397.12 GFF=1399.35 I - ,t 9 FG 1399.00 FL HP - A396:11 r ` i FG 1399.20 � c' ---- 4i°�'° FG 1398.80 9 BS 1397.39 T$1397.25 S �y T_ _ FS 1399.87 6• �h O� Cab d 3 5.0"STEPS ES 1399.62. 0.40' P REOT BS OISTE3 �" ..^....�-....,..-..-�.. ... tA`� W S=OJ)% 15.0'STEP BLDG 25 IF } 5 FS 1398.97 92 'REOD I W i n O FF 1391.87 FS 9398.72- FS 13%.72 r o _j o`' PE 1399.20 J��a 7$ PLAN 3R S M FG A9eao FS 1398.64 �ab�^ 0.707 ELDERBERRY '�9so�, xo0�� W 1 I� FG 1399.20_ g",P RIM 1396.40 - - •s�,`si ,0 �0 N TO 1398.83 L'r -- -17 TG 1397.75 1.00, `y / i [ -i'- _ IE 1397.83 `-� OF 7 1jx ljx - 18 4 I u __ IE 139T.05 , - _ 1 IE 1397.49�a 1.0% GFR= 1399.60 FG 139B.30 0.00' 0.10' r $ 3�T�p�9p 1399.10 --��: �-10% 3.00' FG 1398.60 T-' OF DF �. 1 + M FL HP �- FG 139920 1399.10 3.00' O-7 3.9_%�� BF FP9 S 9 FG 1398.20 a �9s qy o > '^ FG 1399.30 FL HP FL 1397.8998.00 y ^ lqq 4 (TYP) 1399.20� FG 1399.30 �- 13FL HP FL 1397.66 n 1 t FL HIP �O FG� 1 FG 1399.30 E. j •y„f �� j FG 1398.30 31 10 �S FS 1396.29 8S A%.22 5�p6 A�'6• ^i�9� 7 I FG 1399.30 v 2.6.5'STEPS FS FS 1 / FG 1399.30 - FS 1396.35 2 REG'D (TYP) / FBLD �? TS 1397.30 N a _ FL 1396.54 FG 1399.50 PE 1399.30 c5l 2 O poi PLAN 3 �' e `. .,'� r Mh 8 it FL 1396.73 p TS A9&99 30'STEPS �� s !\FG 1399.40 FG 1398.30 ,` ,N• REO'D _ I V0% �- �u AFL 1397.00 A FS A97.53 FS 7397.41 70 �� 11 F 0. FG 139T.6D FS 139927 13,00' f3�00 S }}} FG 1397.60 ! - TO 1398.88 7� \/ 85 139T.09 1397.05- FS 1399.02 12 ? -� 0.20, / 0.40' IE 1397.88 O � >a •6.3 O ^M,\• 0.00' OF \ y o FL GB OF FG 739720 fi \\ 3 SA'STEPS FS 1399,97 r /DF „`Y� FG 139&00 C\ RE01398J4 GFF=1397.56 r _ ! FS 1399.72 .\ 1397.50 3 o FS 1399.11 TO 1397.32 BLDG 19 19FL HIP _ - >> ,FL 1397.15 de -- FG 139T.60 � BLDG 18 I'tt! 9 TE 1397.79 RIM 1397.40 FF 1398.67 9 IE 1396.95 FG 1398.00 $ FF 1398.271 FG 1399.30�--_�' 1E 1396.79 FS 1397.69'. '.PE 1398.00 pp ti\' '� 17 9 PE 1397.60 l] 2 FG 1399.30 3 PLAN o I� _ 1399.20 11 _ FS 1398.67 ! i S FG 1399.30 .ice r a iii "i PLAN 2RX FL HP FS 1397.65 FS 1398.42 44 1399.20 J TS 1399.66 ,) FS 1397 50 cFA 1397.60 FL 1397.27 FG 1397.50 - .FG 1399.40-" _ FL HP /^`:K. '� BS 1399.16 �J,' FS 1398.98 F$1397.27 �,g9g R GB TG 1397.22 S=1.iX FG 1397.60 =1397.81 M 1.0% o i o+ 5=1.0% -- 1397.54 7 a' GFR 0.10' o� / 5 FG 1399.30 1 6.0'STEP O 92 FG 13%.00 IE 1396.22 1397.50 1397.40 a [E 1397.57 \ 1,57, 5„1.0% FL OF ,nm '1t f �� ,,•a�` RE0'D�l ^.� FS 1397.56 _ FG 1398.0\0 �o� ! � e-e:cc HP =: _FL HP=c:_ 3_50�TE139. . ,.. > t A'\•" _FS 1399.97 12 o FS 1397.60 >FS 1397.4T 5.6g FG 1397.60 9 6 FS 1399.72 ]E CONSTRUCTION NOTES SEE SHEET 15 Ot CONSTRUCT 3'AC OVER 6"CLASS 2 AGGREGATE BASE O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM 0-CURB TO 2'CURB g _ O2 CONSTRUCT 2'CURB PER DETAIL ON SHEET 3 5O INSTALL 4"PVC DRAIN PIPE•0.5%MIN. O8 CONSTRUCT 6"PCC DRIVEWAY 11 5'TRANSITION FROM 41CURB TO 2'CURB � to 5 0 - 10 20 so - _ O3 CONSTRUCT O'CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE• 1%MIN. 12 CONSTRUCT 4'PCC WALKWAY PER MODIFIED GRAPHIC SCALE T'= 10' DRAIN DETAIL ON SHEET 3 U06 6V 416 116 - CITY OF LAKE ELSINORE STD.NO.211 - BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: d-Ia9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH III III I 2 SOUTH rOwTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y O F LAKE E L S I N O R E SHEET Q1 LAKE FOREST,CA 92630 - ELEVATION: 1400.873(NGVD 29) - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OKIV f PRIOR TO CONSTRUCTION. tl� RIVERSIDE COUNTY DESIGNATION:E-14-70 e x ,. CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 9AX)94o7o7 , 4� v^y (FAX)949.588.0709 PRECISE GRADING PLANS OF °m DESCRIPTION:2.7 MILES NORTHEAST ALONG o --- y c UNAUTHORIZED CHANGES m RAILROAD CANYON ROAD FROM THE -- _ - BARRY J.COWAN ENGINEERING COMPANY .,eteegl�ee.�es.�on, o INTERSECTION OF RAILROAD CANYON ROAD CALL i^ CALiT!ON:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 A ge s�o!ego-a��:,�de-sewn o6 -eake,�r"m-s"",an,emo rno"nne-T � RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A @@@ AND STATE HIGHWAY 71,122.0 FEET „ BEFORE No* 46568 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS mu om! PREPARED UNDER THE DIRECTION OF: TR 36118 - LOT 1 N NORTHWEST OF RAILROAD CANYON ROAD, _ g �j * BY THE-REPARER OF THESE PLANS AND THE CITY ENGINEER. 0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RC 43920 .DATE J) CIVIL FILE NO. 8 - 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 4T ,_ p� SCALE: SHEET SPECIFIC �? 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FL HP___y d ..DF , RIM 1395.0T 1+COL 6 1 ,,.� TC 1395.76 4 F$1395.87 T 13%.80 _0.40' FG 13%.90 - TE 1395.83 1FL 1396,59 - ---+-�t:-�u, I - hh� 10 U y I-,..^^"'"""..,'.� ANi. .. `"1396.80 5=07% r FL 395 59 "' 0 30 PLAN �' 6.00' I. GFR = 5 3.50' `0 �.a -: 0.00' 1 T SX [ 1397.32 FL HP�- - Fh • _ _ RIM 1395.80 FS 1395.92 L_2% 9 pF ' FG 1396.90 FG 1396.90 FG 13%.90 -FL 1396.67 � FG A9i.10 DF FG 1397.40 t ! ddd 32% 11.0% 3.00, �_ 1396.51 FG 1397.40 I of, IE 1395 90 I 13g5. �-�.� FL GB �� 9 •2q,4 _ FL9G81 ~_ f- - '�•�/ FL 1396.66 FG 1397.40 �: BLDG TG 1396 63 o "- <. 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RE9,B ,I € T -_^wh y s�, •.• GB o. 1- -FS 1397.20` FG 1397.40 FG 1397.40 J, 139T.30 t W FG 1396.90 �ooa I 12 `. "L FG 1397.40 9 FL HP s, ...._,.y - Lu ¢ 3.8% ro IE 1395.36 S 1.1% � S� � 5 2.5% N {?y FG 1397.40 0 a :o. FG � FG 397.50 40 1 a o Sv2 GFF=1397.75 1397.70 3.00' „IE 1395.74 X FL HP FG 1397.80 LLJUJ ♦o ymg N TS 1396.52 w 0.30' DF FS 1398.47 TS 1398.18 7 TG 1397.20 FG 1397.80 m a BS 1397.68 IE 1395.67 (n TS 1397.24 $ DF_ -' FG 1397.50 F5 1398.22 _ F$A95.60 12 I BLDG 5 1 6.0"STEP FG 1397.80 ELDERBERRY FS 1397.57 FG 1396.90 REO'D ---- ------ _ _ 2.19% srNoay Fs t3s7.32 i a FF 1391.47 �t w 5 S 1.T/. 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[ ® 12 1397.10 �" 5 f 12 TS 1397.54 FL HP o BLDG 8 - o" 1 \} TS 1397.14 FS 1397.87 �j FF 1398.77 �� BS 1395.77\' r"'. o 13;00' I o 3 5.5"STEPS FL 9396.37 0 0 't II_�'fl REO'D �- FS A97.62 "Z13;;97i.2O ,� 0.20' PE 1398.10 LTS 1398.48 =- ( [ FG 1396.80 `FS 13�97.47 � I FS 1395.88 l DF PLAN 3R � BS 1397.65 TG 9397.50 �� 4 (TYP) f ((n it BS'STEP7 2 5.0"STEPS � �I FS 1397.22� 2 1.0'STEPS � FG 1391.90 FS 1398.77 7 IE 1396.23 F6 1398.10 FG 1398.10 p : j OFF= 1396.9T FG 1396.80. b T T ' REO'D FS 1398.52 I REO'G FG 1398.10 TS 1395.91 0.30' 1398.00 X FG 1398.20 M dl BS 1395.91 GFF=1398.27 o ss -- o DF FL HP� 3.00' 2.5% t FG 1398.10 f BLDG 13 •9n �s, 1 4.6 STEP REOT 1396.85 FG 8 FS 1397.34 N - �� FF 1397.47 } I! \ FL GB [E 1396.30� N N PE 1396.80 (w �}f r--1 / FG 1397.20 © 2.4% IE 1395.95 1399 a II _ �' 12 FG 1398.10 FO 1398.10 FG 1398.10 r FL HP Fl PLAN 2 FG 1396 80 ' p3 s.BX BLDG 7 .1 T 7 c`+ , TO "396.60 50� 20.00' ES 43g6• 19.62' T .' I o _.„ 7-�IE 1395.53�, FG A96.80 20.00 FF 1397.87 ye w 1396.80 6 I 1396.70 1397 22 FG 1396.8G 91 FL HP it o� 9 PE 1397.20 FG 13%.BO FL 1�96.58 4.50' I w ]E 1395.80 FS 1398.77 �"' J PLAN 2 N r 4�0% FS 1398.52 -� I CONSTRUCTION NOTES SEE SHEET 16 ol 'o O1 CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE ® FENCING PER LANDSCAPE PLANS O7 INSTALL 4°ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM 0"CURB TO 2-CURB CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 OS INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. .© CONSTRUCT 6"PCC DRIVEWAY 11 5'TRANSITION FROM 4"CURB TO 2"CURB 10 5 o 10 20 30 a8 O3 CONSTRUCT O'CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1% MIN. 92 CONSTRUCT 4"PCC WALKWAY PER MODIFIED - GRAPHIC SCALE 1"= 10' o m DRAIN DETAIL ON SHEET 3 41 tj o bV 6 i6//6 CITY OF LAKE ELSINORE STD.N0.211 N REVISIONS APPRV DATE SEAL: J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 250UTF POINTEDRNE-SUtYE275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET DIG ALERT ESSI 949.FOREST,CA 92630 1 w o ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR (( 949.588.0707 PRIOR TO CONSTRUCTION. �! o RIVERSIDE COUNTY DESIGNATION:E-14-70 y CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ,`� ,r,A, (FAKJ949.588.0709 PRECISE GRADING PLANS m DESCRIPTION:2.7 MILES NORTHEAST ALONG „';" %' ENGINEERING COMPANY r;ckend;neer;"s.�on, UNAUTHORIZED CHANGES: m RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN ,�., CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD y s •^ oesaea Sa D;eso alp,ide Sa WisObispo-Bakersfield-S-ooe-Pboee�<-T«so" r 18 ' tom\ BEFORE RESPONSIBLE oa LIABLE FOR UNAUTHORIZED CHANGES To TH SE CANYON HILLS PHASE 8 - PA 2A „ AND STATE HIGHWAY 71,122.0 FEET `..,I„I\ 465fi8 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118- - LOT 1 SHEETS - Vl/ �• YOU 010! / * PREPARED UNDER THE DIRECTION OF: S NORTHWEST OF RAILROAD CANYON ROAD, S l6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. 0 0> s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RC "g3920 DATE Jj4l CIVIL tap n_ ze o,m CITY ENGINEER (• /�f �y.u,�.�._ 5�1ji�2p(Ej SCALE: SHEET SPECIFIC 7 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAUL PRECISE GRADING A;ze ,5 0 TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO N,RCE C46568 DATE DATE: - 4 SEE SHEET 13 } t \A 1399.20 3,Q�.� o. TS-1399.66 \9 FS 1397.50 N 1397.60 FL 139T.27 FG 1397.50 } lFG 399.40 � `J/aY0-J�, Oq' BS 399.16 \ FS.1398.98 FS 139T.27 l39 FL GB TG 1397.22 S=1.1% FG 1397.60 � = 1397,81 S`-10% FG 1399.30 1 6:0"STEP 8 q2 1397.54 FG 398.00 IE 1396.22 7 1397.50 397.40 0 s [E 1397.57 / REU'D�I h\' FS 1397 56 - ��5% FL GB _5 1f _- 12 ^� o FS 1391.60� - \ \ - � _::�„f-=_FL HP - FL HP 3.50'DF10TE 1396.69 �� T 0' L \\ y,, FS 1399.9T ., FS 1397.47 ~- FG 1398.00 �� FG 1397.60 6 j �,�� FS 1399_72 1395.68 1399.30 • l'J C,c�\\ �• } ) FS 1397.45 FG 1398.10 3 FL 1396 32 ` �, / FG 1398.00 / FG 1398.50_ 0.20' 0 •9 i, A\ ��j'�.,, O \� r 30' 9 �. FS 396.70 . \\ / TG 398.70 739\ qr o 'S• '°•„ FS 1397.43 0.30' o r 0.40' 0.20' - \� •o m• j \�/ +` 7 `9p 0.40' °� 0B, DF 3, FG 1398.00 O 1398.40 OF 0 OF DF FS 1396.58 RIM 1396 4S IE 1397.23 9 �' 3 op, "r 1.0% •-----.-..m... L r m IE 1397.30�s=�' DF /�1398GB �py 1398.00 FL HP FG 398: ¢ w FG 399.30 BLDG 22 FG 398.90 FL GB © ® \'r o FG 39&6U R ,- I _�► FG 399.30 �� 0.60'sF. O •\• TE 1397.53 a°j• 0.20' O• w, FF 1399.97 1398.33 O 1399.30 o f f DF 6 �' p OF \\� k�' FF 1399.27 t3% FG 1399.4R> Gp _ FL GB 0• IE 1396.53 LL/. \ c:o _ t ! PLAN 1R 'Lf FG 1398.70 \ ch \ FG 1398,70 �'" PE 1398.50 M 22.83' - ,` FS 1396.75 o FS 1398.88 �`� /// PLAN 3 FS 1396.86 -\ 1399.20 \\ 92 OF FS 139B.92 �� BLDG20 1.0% 4- 7.3-Y-` FS 1396.8 - 9 9 9 .� _FG 1398.80 I -FS 1396.10 FL HP \\ p\. FIE 1399.57 0.10' 1397.90 i FS 139665-' BLDG 21 s8 12 M PE 1398.90 MV OF FL HP o $- _ 'FG 1399.30 O �% '`� B� PLAN 3R a0 k I P FS A9B.30 _ -�FG� _ i/ FF 1399.97 �i ��; M �--�� 5=1.1% TETE 1396.96 _. L •:�\/�o PE 1399.30 ? ,' 2 12i 398.80 / / 'E v FS 1399.27 5 12 IE 1+v'' 395,91 U \\ �9 �•� ..° FS 1399.97 IE 1396.64�. .py \ �? o FG 1398.10 w ' FS 1396.61 _ _ o o FL HP FS 1399.02 4. 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FG FG'1398.10 a, 10 a >~ t CONSTRUCTION NOTES to 7.1 O7 CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE 4O FENCING PER LANDSCAPE PLANS- � INSTALL 4'ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM O"CURB TO 2-CURB - - 0 CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 5O INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. O CONSTRUCT 6"PCC DRIVEWAY 11 5'TRANSITION FROM 4'CURB TO 2'CURB - - 10 5 0 10 20 30 g 3O CONSTRUCT O'CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O CONSTRUCT SWALE 0 17 MIN. 12 CONSTRUCT 4"PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10, 8 m DRAIN DETAIL ON SHEET 3 �!/� bV (a/6 /6 CITY OF LAKE ELSINORE STD.NO.211 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL- 2SOUTH POINTS DRIVE-SUffE 27s d-I4905c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET $a THESE PLANS NAVE 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 a LAKE FOREST,CA 92630 1 C ELEVATION:COUNTY 3 SIGNA IO THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ppOTE5S/0'y4< 949.588.0707 PRIOR TO CONSTRUCTION. V - RIVERSIDE COUNTY DESIGNATION:E-14-70 eox r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. n� (FAX)949.588.0709 a _ OF ++°m DESCRIPTION:2.7 MILES NORTHEAST ALONG o H UNAUTHORIZED CHANGES PRECISE GRADING PLANS RAILROAD CANYON ROAD FROM THE g BARRY J.COWAN ENGINEERING COMPANY ricken gin-ering.com INTERSECTION OF RAILROAD CANYON ROAD CALL ' CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 mo (� BEFORE Ra, 46568 A o,age San Diego-Ren de-SanWoOMspo-Bakersfred-Sacramento-Phoenu-Tu on RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 PA 2A „ AND STATE HIGHWAY 71,122.0 FEET �� YOU DIG! / * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 38118 - LOT 1 SHEETS io NORTHWEST OF RAILROAD CANYON ROAD, _(D�{;�6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 66•0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,R 43920 DATE ' J) CIVIL �! - FILE NO. m 1853732E,1.0 FEET NORTHEAST OF A - 1-800-227-2600 - 4j �j,�,� Sl3Ihi.11.° SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE CHECKED' CITY ENGINEER f A ' �t..+.o-.- - PRECISE GRADING UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CkV VVII''RR 5 o N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: BARRY J.CO N-•RCE "C46568 DATE DATE: V' SEE SHEET 14 FG 1396.80 96 p3 T �- w 9 a 7 n+ +T, (J . TG I396.60 .50' - 20.00' / I FS 13 19.62' 6.8% BLDG 7 \ Ir�io FL HPI 20.00 w FF 1397.87 ` tr w "�TE 139680 I 7�IE 1395.53 �I 1396.70I w �PE •• 6 GEE=1397.22 FG 1396.80 �1 j of 9 4.50, 1397.20 FG 1396 80 I'• I i., b+ �• IE 1395.80 IS 1398.77 FG 1396.80 FL 1396.58 9 _ - I-'' PLAN 2 "' 4._ FS 1398.52 z o% II 'TC 1396.49 ___ toy 1.1% �' TG 1396.60 � I � 12 a i Ii ------ __cis¢ _~-- 1.1% 3.50, 7 tYa F$1396.59 IX FL 1396.32 � f _-� _ 1.0% IE 1395.70 g O g FS 1398.10 1• T 1.2% RIM 1396.45 E\ 1396.70 FG 1397.60 1396.70 S 0 9% i pA ,� 6 TE 1396.59 ✓ FL HP 20 0 FL HP 5 FG 1396.80 (rA 96' 9`O' 6 1�-2% FS 1396.i0 r•0% A II I € ]E 1395.25 0.10' DF FG 1397.50 ry1 7G qC 1p N�p01aSi�p"� 18.00' BLDG 9 I"� 1�0% FG 1397.70 O• o, o�• BL M. I FG 1397.50 0.20' 0 `�2 - FS 1396.44 O --6.3% OF Iv 1397.60 y OiP '`� ':'� '� FG 1397.20 FG 1397.20/ - � 8 I a FF 139$.77 8 BLDG 14 FL HP l S FS 1396.73 O PE 1398.10 w o I a FF 1398.37 Tc 139ss1� TG 739s.64 I o.30' PLAN 122.83, I + PE 1397.70 RIM 1396.30 11 FL 1396.34 �L 1396 47 FS 1396.72 7.9% DF 6.00' r 1396.70 3 FS 1396.52 - n , 1.2Y 0.00' I FS 1396.65. M PLAN 3R I _ Q, I a, FG 1397.80 -- 9 DP FG 1398.10 I + . ......r- f0 1398.10 o ^�O S `;� RIM 1396.63 �� 1397.21 FL 1397.56 q6•'' �06• ( 64.63' FS 1396.80 - FL GB 3.00� 1`_0% _ fG 1398.10 ee FS 1397.64 1.0% 9 FS �5� 5g1: ~ X X LL 1.0%_ fs 1396.61 6 TE 1396.62 Q �- 15}'16�q �S 73 97.42 FG 3.00'FL 1397.77 4 (TYP) c [E 1395.62 �' (I/ 8 0 0 9y FL GB10.00' �,2% 9 FG 1398.10 - o �� 12 �n\l� O 13963 I \ 96 FS 1396.72 L _ w FS 1398.37 ve •y FS 139T.79 I 7 9% 0.10' 0,00' ' 12 2.0% FS 1398.12 p 'S__"� LENGTH 17.16'9.0% TS 1398.46 •°\°• p FL 1TC 396.34 OELTA96.51 S 33.50'-29'20'42" DF DFBS 1397.88 IE 1395.74 ® NI} FS 1391.75 5 11 T _. 00'. BLDG 10 L� 7.0"STEP �: 1397.52 `^° 12 - - TC 1396.68 T FF 1398.77 1 BS 1396.27 FL 1116,51 i l FS 1396.79 8 I PE 1398.10 T 1398.00 OFF=1397.96 REO'D FG'1398.10 FL GB �,7% TS 1398.46° FS 1396.23 2 6.0"STEPS FL I FG 1398.10 11 1397.60 BS 1397.96 _ TG 1397.28 BLDG 15 FL HP 7 FG 1398.10 1 6.0 STEP �� y 12 REO'D Ili PLAN 1R IE 1396.58 0„ n FS 1396.70 B.OY. 126 ,FG 1398.10 FS 1398,77 : o _. REO'D + 1396.54 ",r € R _ m 9 FF 1398.77 FS 1398.52 FG 1397.70 ni;; GFF=1397.77 FL GB O' BS 1397.44 \ _ � PE 1398.10 FS 1398.77 0.60J 2 6.0"STEPS © FS 1397.87 PLAN 1 "o g FS 1398.52 DF FG 1398.10 REO'D FS A98.77 ""' S-0.9% FG 1397 50 TS 1397.27 o �'' R �� FS 1398.52 5 \ TS 1398.44 a � LENGTH= 8.16, I ,b x} 4 �� BLDG 12 # - - FG 1397.90 RADIUS= 4.50` TS 1398.46 o i �. g N , 1397.12 - t 12 I Q. ( - �j t FF 1398 77 �i FL GB 0.20' DELTA=30'09'56" BS 1398.04 I 5 5=0.9% ,�, PE 139810' -:DF m1 o R 15.0'STEP p I it GFR= 1398.21 (- LJ \FS 1398.77 til \ REO'D o TG 1397.10 1 PLAN 1 R\o' �I I Q FG_1398.10 I IE 1396.00 7 9 q" FG 1398.10 FS 1398.52 _ _ 1397.50 \? FG 1398.10 _ f --n -O 5.00, a OFF =1398.29 FG 1398.10 FL GB - r GFR= 1398.02 1,�0% I p` F ,r FG 1397.70 FG 1397.70 o + to W FG T39810 ��, �f 5.00' �_ FG 1398.10 t W mm _ -- 3.00' [E 1396.30 NI BLDG 11 ~� FL 1397.71 139 _ X o o.o} 1r o.00' - N FF 1398.77 -1397.34 FG i3se.90 g € _ c- �ti o _ FG t398.10 IE 9396.06 �1 f (n �l 1397'.60 f OF �� PE 1398.10 �I } 3.00' 9 FG 1398.t0 � FL GB W �to _ FL HP <�}i OF X PLAN 2RX g W �_ -_� o FG 1398.10 (n FL 1397.90 FG 139810 o II o X 4 I/ (} 1398.00 X 1.0% -�9r-__- I O9 -� I 2.0% FG 1398.10 FL 1397.73 ! FL HP 1398.00 '-� -y►3.00' p FG 1398.10. GIB = 1398.54 X FL FG 1397.70 - FL HP FL 1397.34 X 1.37 3.000+ _� �- 1" . S66'34P@"E FG 1397.90 FG 139780 4 (TYP) �- 1398.00 6,1 FIL HP FG 1398.20 """ ' FG 1398.10 FG 1398AO .�� D.6 FG 1398.20 --®--- FG 1398.20 FG 1398.10 g.:;00 _....... .............._.........�.....n._____ .....�..._,a • b,"....'"'"".�.'_-.._...�„ 4 (TYP) .._._......__..._._..._........-._....._......�....._......�............_......_._.....�...._......._.,........�..V._...._._....:,-,.. FG 1398.10 } J 00 a 0 a d CONSTRUCTION NOTES Ot CONSTRUCT 3"AC OVER 6"CLASS 2 AGGREGATE BASE O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 5'TRANSITION FROM O-CURB TO 2-CURB <i g O2 CONSTRUCT 2"CURB PER DETAIL ON SHEET 3 OS INSTALL 41PVC DRAIN PIPE•0.5%MIN. O8 CONSTRUCT 6"PCC DRIVEWAY 11 5'TRANSITION FROM 4"CURB TO 2"CURB 10 5 0 10 20 30 immow _. O3 CONSTRUCT 0"CURB PER DETAIL ON SHEET 3 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE B 1%MIN. 12 CONSTRUCT 4"PCC WALKWAY PER MODIFIED GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 UQb f$V. 6-�6/I6 _ CITY OF LAKE ELSINORE STD.NO.211 BENCH MARK REVISIONS APPRV DATE SEAL: d-:4sosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS m m DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 1 2 SOUTH PGINTE DRNE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET ELEVATION: 1400.8(5 U VD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR O'1'4t 949588.070i CA 9263o. PRIOR TO CONSTRUCTION. 16 a RIVERSIDE COUNTY C s'GNa ION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. s, (FA))949.s88.0709 +m DESCRIPTION:2.7 MILES NORTHEAST ALONG y m EN GINEERINGCOMPANY rokengneer g.com UNAUTHORIZED CHANGES, PRECISE GRADING PLANS 18 f RAILROAD CANYON ROAD FROM THE CALL BA BY J.COWAN CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE o INTERSECTION OF RAILROAD CANYON ROAD m o,wnge �ft.-w"en�-s"x W.Obi, Bak-fidd-sao„n Phoenix T-n AND STATE HIGHWAY 71,122.0 FEET x BEFORE s,, 46568 m - RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A _ �- NORTHWEST OF RAILROAD CANYON ROAD, mu nic! -C %� / * * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 38118 - LOT 1 SHEETS s [st�O� 10 8 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. " - 5.0 FEET SOUTHWEST OF POWER POLE FILE NO m m. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 - BRAD FAGRELL,RC 43920 DATE. . CIVIL CITY ENGINEER 4Tf. OQ'6 (�,w�._ p Gy„q,,,,`_ s�$/�Z,p�� SCALE: SHEET SPECIFIC PRECISE GRADING MARKER POST•A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CALIF J.ft # 5 o� TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating. BY: BARRY J.CO AN,RCE C46568 DATE DATE: EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES All erosion control plans shall be in accordance with City of Lake 1. The developer and his contractor are responsible for Elsinore Ordinance Nos. 802, 882, 772. 1258, 529. 1004. construction Implementation and maintenance of the SWPPP-approved, SILT FABRIC - "` _ ,.�•` / ,d fF J # site Best Management Practices (BMP's) and standards outlined within pre-qualified BMP's from the California Storm water Quality I - ✓ ,f / j ( , the Lake Elsinore Design Manual. No grading permit shall be issued Association (CASOA) handbook/website for construction to - 2'TO 5' •< j' ( A without on erosion control plan approved by the City Engineer. The retain sediments from areas disturbed onsite to the maxinum 2"9(2'STAK.E TOE OF SLOPE erosion control plan shall include details of protective measures, extent practicable. The erosion control measures include those including desilting basins or other temporary drainage or control shown on this plan and applicable SWPPP as well as any measures, or both, as may be necessary to protect the water quality additional erosion control measures (e.g., hydroseeding, n of g receiving water bodies or to protect adjoinin public and private mulching of straw, gravel-bagging, diversion ditches, retention ✓ 1 property from damage from erosion. flooding ors on deposition of nud basins, etc.) dictated by field conditions to prevent erosion � f jfr` or debris which may originate from the site or result from such and/or the introduction.cf dirt, mid or debris into existing c 2, grading operations. public streets and/or onto adjacent properties during ANY phase `s ' of construction operations. ✓ 1. All erosion control plans shall be in accordance with City of : 6"X6'TRENCH WITH Lake Elsinore Ordinance Nos. 529, 772, 802, 882, 1004, 1258, 2. S+arm Water Pollution Prevention Plan (SWPPP) shall be kept TAMPED BACKFILL x construction site Best Management Practices (BMP's), and standards on-site and made available upon request of a representative of �. ✓ -`' .r yr outlined within the Lake Elsinore Design Manual the Regional.Water Quality Control Board (RWQCB) -Santa And ;`"'"� 3 ..••".. '"� ,/ „r' ''f Region and/or the City of Lake Elsinore. 2. The dove I oper/contractor is responsible for any discharges by - �\, �✓ ter' r,,,--"'� / subcontractors. 3. Construction sites shall be maintained in such a condition that 1 an anticipated storm does not carry wastes or pollutants off the s,, �" � -' - 3. In case of emergency, call Robert Skands (responsible person) site. Discharges of material other than storm water (non-storm TYPICAL SECTION SILT FENCE (CASQA SE-1) -,;,;;_ s- �e=. • ,�, at (951) 545-9858 (24-hour phone number). water) are prohibited except as author i zed by on individual �„„,;„, ,�„•r.-" �,/ .-�` �,.�. NPDES permit under the statewide General Permit-Construction NO SCALE 4. Devices to reduce erosion damage shall not be placed moved or Activity. modified without the approval of the Director of Public Works or. � --�'"�'f ;,. " •- """ �e'"� y'' ^V In an emergency, by the person responsible for grading 4. Potentials pollutants include but are riot limited to: solid or operations. liquid chemical spills: wastes from paints, stains, sealants. solvents, detergents, glues, lime, pesticides, herbicides, {,✓ t ^,,: __ .---"`tY.�' 13 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives, and asbestos fibers, paint portion of the site that i s necessary for construction. The f I aces or stucco fragments; fue I s, o i I s I ubr cants, and ,, ' ,.^�/ �,,, Q construction site sha I I be managed to minimize the exposure time hydrau I i c, radiator or battery fluids; concrete and re I ated t ...=.0 .•^""-'-"-"`-•-"`- LOT 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 so i I engine/equipment steam cleaning or chemical degreasing: wastes 3 5' ' .'�.....e......--�` 'r- 107, 51 i s`.� stabilization. from street cleaning: and super-chlorinated potable water from o line flushing and testing. During construction, disposal of such S0 L505 ,? P� 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten materials should occur in a specified and controlled temporary f 14 (10) feet in height (temporary or permanent) shall be stabilized area on-site physically separated from potential storm water �I t 1 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 2 HIGHS i / feasible after soil disturbance and within 7-days of completion. 5. Runoff from equipment and vehicle washing shaII be contained at ° r" j q5 y LOT construction site and must not be discharged to receiving waters ;, L44T L 9T53 7. Fill slopes at the tract perimeter mist drain away from the top or the local storm drain system. // LOT , of the slope at the conclusion of each working day. WEIR WEIR 46 6. Appropriate BMPs for construction-related materials, wastes. LOT B. The contractor shall be responsible and have signs posted on the spills or residues shall be implemented to eliminate or reduce i 4$ site to warn against public trespass into areas where water is tronsport from the site to streets, drainage facilities, on I ? impounded. - adjoining properties by wind or runoff. D 9. Dust shall be controlled by watering or other methods approved T. Material storage and staging areas shall be established. Fuel 14 - LOT by the City Engineer. tank, portable toilets, liquids, gels and powders shall have L43T'... ,. 47 .ET secondary containment and be stored away from all private 10.Placement of devices to reduce erosion damage within the public storm water conveyance system, sidewalks, rights-of-ways LOT 1397 development shall be shown on the approved plan. and flow-lines. • eT r 42: 14 11.Desilting facilities at all drainage inlets for the graded site B. All portable mixers shall have plastic liners underneath with STREET INLETS .' shall be designed for a twenty-five (25) year, six (6) hour storm gravel bogs places on the down-hill side of the liners to i ntens i ty. They must be deta i I ed an the plans. Design and contain discharges. - NO SCALEq - specific recamrendations shall be submitted for the following: 9. Controlled street washing will only be allowed prior to the LOT a) Desilting basin volume.based on gradient and nature of soils. - application of asphalt seal coats and only when all pertinent $5 drainage Inlets are protected. GRAVEL FILLED d QOp a a b) The extent of all graded areas and Identification of any - BURLAP BAGS {/ r (j/j 1�` temporary soil stabilization measures. 10.All construction contactors and subcontractor personnel are to 3 HIGH UNLESS jjy'f f j f` I/{t •�'�9 be made aware of the required BMPs and good housekeeping measures OTHERWISE NOTED I I //�JI j°p ` 6 _ c) Size of desilting basin outlet pipe and overflow. for the project site and any associated construction staging f ht,t j j LOT LOT 56T areas. I j r 9 S4 y�r d) Dike requirements. Shan minimm wall width, slope of walls, - percent compaction, etc. 11.Discharging contaminated groundwater produced by dewatering � f f LOT 41 a1 groundwater that has infiltrated into the construction site is � �' t 3$ 14 n e) Outlet conditions from the desilting basin shall not exceed prohibited. Discharging nongroundwater produced by downstream limitations, with the exception of overflow, which is dewatering activities may require a National Pollutant to be designed to provide capacity of 1.5 times the maximum Discharge Elimination System(NPDES) permit from the Regional design flow. Water Quality Control Board. NOTE:TOP ELEVATIONS OF GRAVELBAGS - 12.Necessary materials shall be available on-site and at convenient SHALL BE EQUAL TO ADJACENT ' I LOT ` Y 12.Storm water runoff shall not be directed over any slopes without TOP OFCURB ELEVATION :` LOT'. - 5$ locations to facilitate rapid construction of temporary devices permanent down drains installed. Erosion and sediment controls LOT 36 - �'�, 14 75 5 or+o repair any damaged erosion control measures when a 50% including maintenance are required on all exposed slopes until r chance or greater of rain within a 48 hour period is forecast sufficient permanent landscaping has been established. 100% SECTION D'D f 37 for Lake Elsinore by the National Oceanic and Atmospheric Agency slope protection nust be in place prior to the issuance of the NO SCALE ' 1 +� 57 L�9 (NDAA). final certificate of occupancy.' 1 , f 13.BMP's shall be maintained and inspected daily. All removable 13.Vegetation clearing and brushing activities shall not,be - 13 �.., •14 protective erosion control devices shown shall be In place at .Initiated during the wet season on any sites which are not 70 -_�`�� the end of each working day when the five (5) day rain probability adequately protected with desilting basins or other temporary f r LOT forecast exceeds fifty percent (50%). drainage on control measures. j >� `; 60 14.After a rainstorm, all project generated silt and debris shall 14.Stockpiles of soil shall be properly secured with BMP's to : LOT '^ '",_, - 14 be removed from check berms, onsite public drains and pipes, eliminate or reduce sediment transport from the site to streets, t!' j�`v;, 34 ? LOT drains and pipes of adjacent properties and desilting basins and drainage facilities or.adjacent properties via runoff, vehicle - ;tt ' i # 69 n LOT the basins pumped dry. Any graded slope BMP's damaged during a tracking, or wind. Stockpiles Inactive for a period of 14 days s (y ..ems ', rainstorm shall also be iamediately repaired. Failure to provide or more shall be covered; active stockpiles shall be covered j ( i LOT t N effective maintenance may result in penalties. prior to a forecasted rain. i ,f LOT + 71 35 LOT � 61 0 15.Discharging of contaminated soils via surface erosion is 15.Special attention shall be given to preparation and J 143 prohibited. Installation of the Rain Event Action Plan (REAP) as required l v h 16.Construction access points shall be stabilized with a based on site Risk Level or as mandated by the Santa,Ana Regional _ n M Board NPDES Permit, General Permit-Construction Activities. LOT LOT combination of rock and shaker plates year-round to prevent - LOT & .Q.. 74 ° track-out. Routine street sweeping shall be performed on all 96.At the end of each day of construction activity. all construction i 32 f. i w 14 paved streets where tracking is observed. Vacuum sweepers shall debris and waste materials shall be collected and properly be used when street sweeping becomes ineffective. disposed of in trash or recycle bins. ( � _ _� - ..�.. .�.... ._ a 17.This site has obtained a National Pollution Prevention ( I LOST 15 N IBERIS 15 Elimination System(NPDES) permit to regulate municipal and ( t ! .w - _ o industrial storm water discharges. l ( ( LOT A3gq c$ NPDES WDID#B-33C362205 DATE-WOID ISSUED: 10/10/2011 } j t `t 31 14 13 < The undersigned civil engineer, a qualified OSP and/or OSD will o 18.review placement of erosion control and insure that work is in accordance with the approved plans. CONSTRUCTION NOTES QUANTITIES SEE SHEET 18 (Signature)(License No.)(Exp)(Date) - - 13 TACKIFIER 294.597 SF SILT FENCE PER DETAIL ON SHEET 17 5,177 LF 40 20 a 40 80 120 _ ococ00000 15 GRAVEL BAGS PER DETAIL ON SHEET 17 189 LF V0b 6V 6/6 /!6 GRAPHIC SCALE 1"= 40' N BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SO HPOINTEDRIVE-SUIlE27s -1490° CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH IAKE FOREST,CA 9zs3a ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N OR E m a E'_EVATION:1400.873 INGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q1 Qk1/ 949.588.0707 PRIOR TO CONSTRUCTION. 17 RIVERSIDE COUNTY DESIGNATION:E-14-70 e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (PAx)949.sss.o7o9 +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG - �c UNAUTHORIZED CHANGES, - PRECISE GRADING PLANS-- °F ENGINEERING COMPANY r�ke„g neerm g.eom 1 Q w - RAILROAD CANYON ROAD FROM THE GALL BARRY J. AN n=., CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 INTERSECTION OF RAILROAD CANYON ROAD ( \ ,^ orange senoegowve�ae-sanwi:omapo saker.reidsaerame�ro Phoen,-non P on o AND STATE HIGHWAY 71,122.0 FEET `IIN,, BEFORE Ra, 46568 p RESPONSIBLE OR LIABLE FOR UNAUTHORIZED MUS CHANGES OTO VER SE CANYON HILLS PHASE 8 - PA .2A YOU DIG!, * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 1 SHEETS . o NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE _ -' - FILE NO. BRAD FAGRELL, E-43920 DATECIVIL p /�,,_�� a 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER �41f .�(,},�...,.�_ SCALE: SHEET SPECIFIC - 7!E MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAQ "'r""""b - EROSION CONTROL - ,5 a N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COVAN,RCE -C46568 DATE DATE: SEE SHEET 17 I/,ltj?fii ?( ! Wes.' r j / t f LOT < LOT LOT ', 1 i 56 J f J f LOT i ff }, , �,''� j a.v` ` f / ! t 1 rt Nr>f`v' 13 H....,.,,� j .. ."✓7 f .,.,� t f LOT 1• f OT + t t { OT LOT } ' 1 .j ! '. j 1 L0� L60OT I/ ...... I ' , 34 LOT € # tF 69 LOT / } r t LOT LOT LOT ; C. _ 71 61 - N µ r 1 'gym t t L07 LOT 74 r j ! 'rl r } , I j i I i p i L�3 RIS 5 15 IBE r LOT " - s 31 14 , LOT E, 6 2� 65 LO �t g 3 1 Ir ( I 66T O LOT ` a F r 4� 2 - a a ( LOT 1 i LOT I LOT . II 7 L64 63 � 'LOT p �• 7 € 1 J � r 3 s _ LOT V� I ; LOT d I& .. i ( i 3 26 Cyr 63 66 T '91 ! LOT @ LOT #, LOT i LST 1're f ✓✓✓� ��f ) 111 13 147 I f l LOT LOT f f LOT �T IO 4 6 , / 19 18 13 i L22OT LOT LOT �0 17 a LOT { E, 1 LOT a LOT` LOT 10 j 16 15 LOT / �• ', . Et ,. �. 12 S E� 1 7 Jj(j7 I 14�� a "-.. ........�.-....._._....�......_.-. jjfjJ ® I o' ON Adp� f'�� rf �ROp� r. CONSTRUCTION NOTES QUANTITIES \\\ 13 TACKIFIER _ 294,597 SF 40 20 0 40 80 120 SILT FENCE PER DETAIL ON SHEET 17 5,177 LF E 9 000eoa000 15 GRAVEL BAGS PER DETAIL ON SHEET 17 189 LF VI)6 4V 6/(, //6 GRAPHIC SCALE 1"= 40' m d-14905c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE:PLANS m BENCH MARK DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH EST,CA DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRAC-OR CITY O F LAKE E L S I N O R E SHEET E551 LAKE FOREST,CA 92630 m% ELEVA`ION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 01'4� 949sae.o2o2 PRIOR TO CONSTRUCTION. 18 m o RIVERSIDE COUNTY DESIGNATION:E-14-70 w , CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. e� (EA7g949.ss8.°7o9 OF +m DESCRIPTION:2.7 MILES NORTHEAST ALONG - y �� UNAUTHORIZED CHANGES: PRECISE GRADING PLANS y ENGINEERING COMPANY r'ckenq,neenne.com /8 RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE v m INTERSECTION OF RAILROAD CANYON ROAD s Omeee se„Deeo Ride Sa,wis01„s�B,k—sem-sa,nm w,oeex Tur�wr AND STATE HIGHWAY 71,ADC FEET „ BEFORE No. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2A �o NORTHWEST OF RAILROAD CANYON ROAD, You DIG! * PREPARED UNDER THE DIRECTION OF: gyANHE PREPARER OF THESS. ALL CHANGES TO IiE PLANS AND THE CITY SE P1 ANS MUST BE PENGWEDER. TR 36118 LOT 1 SHEETS 6.0 FEET SOUTHWEST OF POWER POLE - - FILE NO. y HAD FAGRELL,RC 43920 DATE Jj CIVIL �� r s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER 4tf q/ Jr 3' �Ol(a SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED - OF CAVY EROSION CONTROLQ''�r 0 0« TOP OF CONRETE POST E-14-70. Cali at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COW ,RCE C46568 DATE IDATEi