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Home My WebLink AboutCH PH8 PGP PA2D_001 CITY OF LAKE ELSINORE GRADING NOTES CONT... � � PRECISE GRADING PLAN 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT W AND SHALL-BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH: 74 W "PRELIMINARY GEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW: ROUGH GRADING FOR CHILLS " CANYON HILLS PHASE 8,VESTING TENTATIVE TRACT MAP •36117 AND 36118, CITY OF LAKE ROAD NEWPORT ROAD ELSINORE,CALIFORNIA-DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE CANYON HILLS PHASE 8 PLANNING AREA 2D (PROJECT NO.2-0020). S I T E DRIVE 15 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF TR 36 1 1 8 - LOT 4 BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH N SCOTT ROAD SHEET INDEX RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT �OSt ROAD GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNDY AN ON 1 TITLE SHEET 2 INDEX MAP 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 CLINTON KEITH 3-4 DETAILS ANY CONSTRUCTION/GRADING. ROAD 5-20 PRECISE GRADING - GRADING NOTES 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A 21-22 EROSION CONTROL _ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OFLAKE ELSINORE MUNICIPAL CODE SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 30'IN VERTICAL HEIGHT. U.B.C.APPENDIX CHAPTER 33. 22, A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP TOWNSHIP:6S RANGE:4W 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:10,11 TO ANY OPERATION. KEYED,AND BENC14ED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE BASIS OF BEARING APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT THE BASIS OF BEARINGS FOR THIS SURVEY IS (1-800-422-4133)48 HOURS PRIOR TO GRADING. GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. THE WEST LINE OF LOT "A", AS PER TRACT 30496, M.B..367/17-25, N 00"16'15"W - 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ENGINEER'S NOTICE ADVANCE OF BEGINNING GRADING OPERATIONS. A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE EARTHWORK QUANTITIES - B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING.FOR EARTHWORK: CUT 9,875 CY APPROVED,AND SHALL BE SHOWN ON THE PLAN. FILLING OPERATIONS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. - EARTHWORK: FILL 9,875 CY 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 NET: BALANCE 0 CY APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR OUT TO THE FINISHED SURFACE. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN NOTE: EARTHWORK QUANTITIES HAVE NOT BEEN 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 ADJUSTED FOR ANY REMEDIAL GRADING 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. NOTE; HAULING OPERATIONS SHALL COMPLY WITH (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 CITY ORDINANCE NO.1271 g, FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED AND INSPECTED BY THE 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. 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL - QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. - - 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGEVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I/2"PER 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT FOR A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE. RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE V IF CUT OR FILL SLOPE IS LESS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. THAN 10',AND 2% IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 29. THE LOCATION AND PROTECTION.OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 13. PROVIDE 5'WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 51HIGH. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF SLOPES. .GRADING OPERATION. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE GRADING AND SHALL BE ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. CHARACTERISTICS OF THE SOIL. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND TO ROUGH GRADE APPROVAL FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND - LEGEND&ABBREVIATIONS SP IFICATIONS OUT NED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION:10/1/16 COMPLETION:09/1/ti RE RT P A THIS DEVELOPMENT. - 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL CURB& GUTTER..........................................C&G SEWER...................___,__........._.......................SEW SEWER LINE ....................._..__...._..............._S_ $ -�� LOT 4 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, o EDGE OF PAVEMENT.........._......................EP BOTTOM.............................................................80T WATER LINE..........................._....................-W- IS ATURE) (GE NO.) (DATE) MAPS,AT 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.............................._.......... (, OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. gTOP OF CURB.................................................TC CAST IN PLACE................._........................CIP FIRE HYDRANT................._............._............:«>, L"b`Z0116 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION o TOP OF DIKE..................................................TO RECLAIMED WATER.......................................RW WATER VALVE ................................_............® (S IGNATU (CEG N0.> (DATE) BEFORE APPROVAL. r FLOW LINE.......................................................FL OUTSIDE DIAMETER.....................................OD SEWER MANHOLE .......................................®. RESPONSIBLE PARTY FOR PRIVATELY ? G\NEER/ Of E35/ 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE PORTLAND CEMENT CONCRETE...........PCC POINT OF CURB RETURN.........................PCR SEWER CLEAN OUT................................... % a o p ® �p� C+�pO �OF GSS a aR'1'9�� MAINTAINED FACILITIES BUILDING DEPARTMENT. ASPHALT CONCRETE...................._...........AC PROPOSED .................,.....................................PROP R/W........................................................_.............---- �. .yP � Q- a •Ff a AGGREGATE BASE.........................................AB INVERT ELEVATION...................................IE FENCE.......................... ............ u~�o r<°o_ 9 0 PARDEE HOMES ••••••••••••••• a, - 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) CENTERLINE.....................................................CIE LAYOUT LINE..................................................LOL RECLAIMED WATER LINE......................... RW- ° Nd. G zogo N0'2i157 ^�' 1250 CORONA POINTE COURT,SUITE 600 �]�;��(o m PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. g c PROPERTY LINE..................... - E•aw a Egp' a CORONA,CA 92879 _ .......................PL CURB FACE......................................................CF NPDES WDID 8-33C362205 DATE PERMIT ISSUED:10/10/2011 EDGE OF TRAVELLED WAY.....................ETW BEGIN CURVE..................................................BC- - STORM DRAIN UNIT N0. ...................... 4c 4c �c o �[ (951)428-4415 a o CHANNEL............................................................CH END CURVE...........: ...........__........................... EC CONSTRUCTION NOTE ITEM N0. O o err a?P �TyTorECNN� gw' 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS F F F \F O \ o FG•BACK OF WALL.................................BW EXISTING .....................................................EX PAD EXTENTS ...............................................-- FOAL FOAL ENGINEER/CONTACT PERSON SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO o m REMOVAL AT OWNER'S EXPENSE. o. FG•FACE OF WALL.................................FW EXISTING GRADE/GRADIENT...................() GRADE BREAK...................................._.._...... FACE OF CURB.............._...............................FC DIRECTION OF FLOW................_................ LOT BOUNDARY.............................................. OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, - A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. $ WATER .............................................................. ...............................................WAT DAYLIGHT LINE -n- - PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. WDID° 8-33C362205 a %a STORM DRAIN..............................._...............SO TOP OF SLOPE............................................... 1250 CORONA POINTE COURT,SUITE 600 170 NORTH MAPLE STREET,SUITE 108 N6 - <c GRADE BREAK.................................................GB TOE OF SLOPE..............................................._ CORONA,CA 92879 CORONA,CA 92880 - °;o BARRY J. 0N,RCE N0.46568 DATEIZ SUBDIVISION BOUNDARY...........................-______ (951)428-4415 (951)509-TO90 o a m PROPERTY LINE ................................. E- -'Ndb 0y CONTACT: TOM McCARTHY BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: z50UTH POINTE DRIVE-SUME 275 -1 a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE LAKE FOREST,CA 92630 ELEVATION: 140G.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESSi I 9a9 sae.o7m PRIOR TO CONSTRUCTION. 1 - RIVERSIDE COUNTY DESIGNATION:E-14-70 t - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �,9 �- (FAx>9a9saa.o709 PRECISE GRADING PLANS OF F °m DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHAN<iES ENGWEERING COMPANY rkke gIn ,i.g.com nnRAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BECANY0N HILLS PHASE 8 - PA 2D GLINTERSECTION OF RAILROAD CANYON ROAD s o,ange San Diego-Riverside-San LuisObispo-Bakersfldd-5aaamento-Ph..x-TuaonBEFORE - 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 7b 122.0 FEET �• o NORTHWEST HI RAILROAD CANYON ROAD, YOU DIG! * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS 6.0 FEET SOUTHWEST OF POWER POLE 21 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0.m BRAD FAGRELL,RCE+43920 DAT .>' CIVIL m "1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 CITY ENGINEER f'✓lF OQ� q Gjy � 1("lep SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED _ OF CA��F TITLE SHEET u. o 0 o TOP OF CONRETE POST E-14-70. Cal at least 2 working days Drlor to excavatJng. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE •C46568 DATE DATE: >'Y J t f r r _ `F f v ,`L1✓ I I' 8p `° � �4 I i rJ ri., i r s 1 (p ^y { ( 8 i y - i y� k 1 18 19 a o f ff I{t YSSA n L i N 0 o C h vc INDEX MAP SHEETS O5 THRU 20 - 200 100 0 200 400 600 no GRAPHIC SCALE 1"- 200' �106 U✓ g126114 y BENCH MARK REVISIONS APPRV DATE SEAL: 2SOUTHPOINTE DRIVE-SUITE 275 J-149OSC CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LA FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E -% ELEVATION: 1400.673(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OkIZ 949.saa.o7o7 PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 o CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 1 PRECISE GRAD 1 N G PLANS °F +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG N �% ENGINEERIxO COMPANY ricken gineerin UNAUTHORIZED CHANGES RAILROAD CANYON ROAD FROM THE 8ARRY J.COWAN ? g.�om �I'I' Orange San Diego-RlmAde-San Wn Obispo-Bakersfield-Sacramento-Phoe.G-Tuaon CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 m $ INTERSECTION OF RAILROAD CANYON ROAD s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE C A N Y O N H I L L S PHASE 8 - P A 2 D - ,� AND STATE HIGHWAY 71,122.0 FEET , BEFORE �, 46568 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! PREPARED UNDER THE DIRECTION OF: 6.0 FEET SOUTHWEST OF POWER POLE q ZT �b * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. BRAD FAGRELL,RCE•43 0 DATE Jr CIVIL �! /j,,� w1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER �tf o h%'/ n F,,fi�+.�i►- SCALE: SHEET SPECIFIC 'Wo MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAGY -«� INDEX MAP , R o 6 o TOP OF CONRETE POST E-14-70. Call at leas+2 working days prior+o excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE •C46568 DATE DATE: CONSTRUCTION NOTES QUANTITIES O FENCING PER LANDSCAPE PLANS FENCE O INSTALL 4"PVC DRAIN PIPE!0.57 MIN. 739 LF FF PER PLAN PAD ELEVATION PER PLAN © INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN' 20 EA FG 4 FIG DETAIL ON SHEET 3 PER PLAN PER PLAN FG 4 FG 27 pX O INSTALL 4'ROUND DRAIN GRATE ENDS 13 OR APPROVED EQUAL) 20 EA PER PLAN PER PLAN i MIN,20%AN)( ZY MIN,20A M X OB CONSTRUCT 6"PCC DRIVEWAY 23,165 SF X z z SWALE O9 3'MIN 2 CONSTRUCT SWALE! 1% MIN. X o i 'MIN 0 0 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 7,431SF 4 q c SIDEYARD LENGTH STD.NO.211 PER PLAN 11 DRAINAGE THROUGH BLOCK WALLp� = 4 X 4 12 DRAINAGE UNDER GATE s Q� x s TYPICAL SIDEYARD: SECTION A-A O X SWALE! 1.0% MIN. R0 SWALE M f- 1.0% SWALE! 1.0%MIN. SWALE! 1.0% MIN. NTS z p r M F n, 2% MIN. I pCgN z ____-2%MIN. 2'MIN F� ---- TO HP 1 X TO HP � FF PER PLAN PAD ELEVATION PER PLAN P�pN I � —- I m -_= n X ?ER X+ + peR pt N _ I! F� 2%MIN,20%MAX �2.O% 2�_0% 2'MIN. 2'MIN. ( 9 1 a =a==�__ IeF�I PV pN CONCRETE WALKWAY J SWALE BLOCK WALL 2% MIN. 2% MIN. 2'MIN. N 3'MIN. m I "4 REBAR! 12"O.C. 20% MAX. 20% MAX. - 3'MIN. iii"`---TTTIT--- EACH WAY X 3.5' 3.0' 1.0' .0'MI 3'MIN. 3'MIN. X 27 MIN. 3 9 12' FG i FF ELEV.PER PLAN A z A 11 20% MAX. 2%MIN. SIDEYARD PLAN GTH 20% MAX. PAD ELEV.PER PLAN z - FF ELEV.PER PLAN A A y !' ^! I PAD ELEV.PER PLAN j TYPICAL SIDEYARD PLAN 1): SECTION C-C 6"MIN.COVER ' �• ® I ® 7 PERAPD IE + o NTS I w GFR PER PLAN w I x LAN GFR PER PLAN X 3 3 9 + FOOTING I 2 -�, FENCE i 1 D D 12 TOP OF STEP PER PLAN FF PER PLAN 5 r BOTTOM OF STEP PER PLAN q DRAINAGE THROUGH BLOCK WALL x 1 1 zz MIN j 2%MIN 2�0% l l =20% MAX. NTS r 10 F CONCRETE WALKWAY 1 GfF PER PLAN — F� 3.5' GFF PER PLAN ' /N SWALE °4 REBAR ® 12"O,C. 11 - PER?gyp F EACH WAY F f C C 1% MIN. 3.0' 1.0' .0'Mlli 1% MIN. - 47 MAX. pER PAIV _ © e; ` q% MAX. m SIDEYARD LENGTH GATE STEPS i �E ro c 1 LAN PER PLAN 10 16' Z SE p�?V,pN16, = " 1% MI��. QER TYPICAL SIDEYARD (PLAN 1): SECTION D-D 4%MAX. ! FS ,••� FS FS BLOCK WALL pER P1 pN 1% MIN. pER P�pN PER PUpN NTS l 4%MAX. ' 10'MINFG R ; \ 6"MIN.COVER3 I TYPICAL LOT DRAINAGE TYPICAL LOT DRAINAGE (PLAN 1) a f m 4"PVC DRAIN FOOTING NTS NTS PIPE ^ ^ 4"NDS POP-UP EMITTER R A I N A G E UNDER GATE (OR APPROVED EQUIVALENT) - NTS POP-UP EMITTER DETAIL: PLAN NO.OF STEPS PER PLAN 4S AF9 NTS RISER HEIGHT PER PLAN q.Typ Ewe 2�OX 0(9N FF PER PLAN 10, MODEL 430 4"NDS POP-UP EMITTER c, Q 4.5'SIDEWALK MIN• (OR APPROVED EQUIVALENT) � NO.OF STEPS PER PLAN �� MODEL 430 4"NDS POLYOLEFIN POP-UP ` RISER HEIGHT PER PLAN QvP 1'MIN. 2 2�0% DRAINAGE EMITTER WITH U.V.INHIBITOR + ( ~ N pfR @S COMPACTED SUBGRADE PER COMPACTED TOPSOIL o ; a p CqN SOILS ENGINEER NOS 1/4 BEND DRAIN ELBOW 4'SIDEWALK SLOPE VARIES s PER PLAN " _ 1/4'LEACH HOLE INV.ELEV.PER PLAN 4"PVC DRAIN PIPE `> p Bg CRUSHED STONE DRY WELL PIPE SLOPE=0.57 MIN. DRAIN PIPE All CRUSHED STONE DRY WELL TYPICAL WALKWAY STAIRS: SECTION B-B POP-UP EMITTER DETAIL: SECTION POP-UP EMITTER DETAIL NTS NTS (NDS OR APPROVED EQUAL) s NTS 8 z- 0 +joa 8V i lit ii.. BENCH MARK: DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOU7H POINTE DRIVE-SUITE 275 -I4905C ARETAPP:ROXIMATE AND SH EXISTING BEUTILITIES VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET ELEVATION: 1400.873(NGVD 29) LAKE FOREST,CA 92630 - ELEVATION: COUNTY DESIGNATION:E-19-70 x - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 7DARRYJ.COWAN 9a9sea.mg7 PRIOR TO CONSTRUCTION. 3 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAx....70.mo9DESCRIPTION:2.7 MILES NORTHEAST ALONG o ff, ( ) UNAUTHORIZED CHANGES. OF RAILROAD CANYON ROAD FROM THEENGINEERING COMPANY rkk—gineering.— PRECISE GRADING PLANSCALL ,. CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2D 22INTERSECTION OF RAILROAD CANYON ROAD orange an Oiego-Rierside-San Luis Obispo-Bakersfield-Sac ameto-Phoen&Tuoonw m AND STATE HIGHWAY 71,122.0 FEET n� BEFORE s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESEYOU DIG! /� ` PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVEDTR 38118 - L0T 4SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, `{ 7 1V * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.6.0 FEET SOUTHWEST OF POWER POLE /n��,,,,� FILE NO.s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAG NGINELL,RCE•4392 DATE .� "-_`1 � ��CITY ENGINEER ( �/`.-�.� "1 '%1 SCALE: SHEET SPECIFICrT MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED pp Auk DETAILS 6 o N TOP Of CONRETE POST E-14-70. Call aT kasT 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: C BARRY J.COWAN RCE •C46568 DATE DATE: R EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES All erosion control plans shall be in accar no with City of Lake 1. For projects that require coverage under the General Construction Permit, the Elsinore Ordinance Nos. 802, 882, 772. 1258, 529. 1004. construction property owner is responsible for ensuing that a Qualified SWPPP Practitioner SILT FABRIC site Best Management Practices (BMP's) and standards outlined within (QSP) and Qualified SWPPP Developer (OSD) implement and maintain the the Lake Elsinore Design Manual. No grading permit shall be issued SWPPP-approved, pre-qualified BMP's from the California Storm water Quality 2'TO 5' Without an erosion control plan approved by the City Engineer. The Association (CASQA) handbook/website for construction to retain sediments and 2')(2•STAKE TOE OF SLOPE erosion control plan shall include details of protective measures, pollutants of concern from areas disturbed onsite to the maximum extent including desilting basins or other temporary drainage or control practicable during ANY phase of construction operations. For all other projects. °o measures, or both, as may be necessary to protect the water qua)Ity - the property owner is responsible for ensuring that BMP's for construction are n of receiving water bodies or to protect adjoining public and private inplemented to retain sediments and pollutants of concern from areas disturbed property from damage from erosion, flooding or the deposition of mud onsite to the maximum extent practicable. The erosion control measures Include or debris which may originate from the site or result from such those shown on this plan as well as any additional erosion control measures grading operations. dictated by field conditions to prevent erosion and/or the introduction of pollutants Into existing public streets and/or onto adjacent properties during ANY phase of 1. All erosion control plans shall be in accordance with City of construction. 6")(6'TRENCH WITH Lake Elsinore Ordinance Nos. 529, 772, 802, 882, 1004, 1258, ro TAMPED BACKFILL construction site Best Management Practices (BMP's), and standards 2. For projects that require coverage under the General Construction Permit, the outlined within the Lake Elsinore Design Manual Storm Water Pollution Prevention Plan (SWPPP) shall be kept on-site and made - - available upon request of a representative of the Regional Water Quality Control 2. The developer/contractor is responsible for any discharges by Board (RWQCB)-Santa Ana Region and/or the City of Lake Elsinore. subcontractors. 3. Construction sites shall be maintained in such a condition that an anticipated storm 3. In case of emergency, call Robert Skands (responsible person) does not carry wastes Or pollutants off the site. Discharges Of material other than TYPICAL SECTION SILT FENCE (CASOA SE-111 at (951) 545-9858 (24-hour phone number). storm water (non-storm water) are prohibited except as authorized by an individual 4. Devices to reduce erosion damage shall not be placed moved or NPDES permit under the statewide General Permit-Construction Activity. NO SCALE modified without the approval of the Director of Public Wanks or, 4. Potential pollutants include but are not limited to: solid or liquid chemical spills: in an emergency, by the person responsible for grading wastes from paints, stains, sealants, solvents, detergents, glues. lime, pesticides, operations. herbicides, fertilizers, wood preservatives. and asbestos fibers, paint flakes or stucco fragments: fuels, oils Iubr i cants, and hydraulic, radiator or battery fluids: 5. Areas that are cleared and graded shall be limited to only the concrete and related cutting or curing residues: floatable wastes: wastes from portion of the site that is necessary for construction. The engine/equipment steam cleaning or chemical degreasing: wastes from street construction site shall be managed to minimize the exposure time cleaning: and super-chlorinated potable water from line flushing and testing. During of disturbed soil areas through phasing and scheduling of construction, disposal of such materials should occur in a specified and controlled grading and the use of temporary and permanent soil temporary area on-site physically separated from potential storm water runoff. with 5, stabilization. ultimate disposal in accordance with local, state and federal requirements. 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten 5. Runoff from equipment and vehicle washing shall be contained at construction site (10) feet in height (temporary or permanent) shall be stabilized and must not be discharged to receiving waters on the local storm drain system. if they will not be worked within 7 days. During the storm season, all slopes shall be stabilized 24 hors prior to a predicted 6. Appropriate BMPs for construction-related materials, wastes, spills or residues 2 BAGS storm event. Construction sites shall be revegetated as early as shall be Implertented to eliminate or reduce transport from the site to streets. HIGH feasible after soil disturbance and within 7-days of completion. drainage facilities, or adjoining properties by wind or runoff. 7. Fill slopes at the tract perimeter must drain away from the top 7. Material storage and staging areas shall be established. Fuel tank, portable toilets, of the slope at the conclusion of each working day. liquids, gels and powders shall have secondary containment and be stared away WEIR WEIR from all private/public storm water conveyance system, sidewalks. rights-of-ways B. The contractor shall be responsible and have signs posted on the and flow-lines. site to warn against public trespass into areas where water is impounded. B. All portable mixers shall have plastic liners underneath with gravel bags places on D the down-hill side of the liners to contain discharges. 9. Dust shall be controlled by watering or other methods approved by the City Engineer. 9. Controlled street washing will only be allowed prior to the application of asphalt seal coats and only when all pertinent drainage inlets are protected. IO.Placement of devices to reduce erosion damage within the development shall be shown on the approved plan. 10.All construction contactors and subcontractor personnel are to be made aware of the required BMPs and good housekeeping measures for the project site and any 11.Desilting facilities at all drainage inlets for the graded site associated construction staging areas. STREET INLETS shall be designed for a twenty-five (25) year, six (6) hour storm intensity. They must be detailed on the plans. Design and 11.0ischarging contaminated groundwater produced by dewatering groundwater that NO SCALE specific recommendations shall be submitted for the following: has infiltrated into the construction site is prohibited.Discharging noncontaini noted a) Desilting basin volume based on gradient and nature of soils. - groundwater produced by dewatering activities may require a National Pollutant Discharge Elimination System(NPDES) permit from the b) The extent of all graded areas and identification of any Regional Water Quality Control Board. GRAVEL FILLED temporary soil stabilization measures. 12.Storm water runoff shall not be directed over any slopes without permanent down BURLAP BAGS drains installed. Erosion and sediment controls including maintenance are 3 HIGH UNLESS c) Size of desalting basin outlet pipe and overflow. required on all exposed slopes until sufficient permanent landscaping has been OTHERWISE NOTED d) Dike requirements. Show minimum wall width. slope of walls. established. cafe100%slope protection must be in place prior to the issuance of the W W final certificate,of occupancy. percent compaction, eta 13.Vegetation clearing and brushing activities shall not be initiated during the wet 6) Outlet conditions from the desalting basin shall not exceed season on any sites which are not adequately protected with desilting basins or downstream limitations, with the exception of overflow, which is other temporary drainage or control measures. to be designed to provide capacity of 1.5.time6 the maximum design flow. 14.Stockpiles of soil shall be properly secured with BMP's to eliminate or reduce NOTE:TOP ELEVATIONS OF GRAVELBAGS sediment transport from the site to streets, drainage facilities or adjacent SHALL BE EQUAL TO ADJACENT 12.Necessary materials shall be available on-site and at convenient properties. TOP OFCURB ELEVATION locations to facilitate rapid construction of temporary devices or to repair any damaged erosion control measures when a 50% 15.Stackpiles of soil shall be properly contained to eliminate or reduce sediment chance or greater of rain within a 48 hour period is forecast transport from the site to streets, drainage facilities or adjacent properties via SECTION D-D for Lake Elsinore by the National Oceanic and Atmospheric Agency runoff, vehicle tracking or wind. Inactive for a period of 14 days or more shall be NO SCALE (NOAA)• covered: active stockpiles shall be covered prior to a forecasted rain. 13.BMP's shall be maintained and inspected daily. All removable 16.For project requiring coverage under the Construction General Permit, special protective erosion control devices shown shall be In place at attention shall be given to preparation and installation of the Rain Event Action the end of each working day when the five (5) day rain probability Plan (REAP) as required based on site Risk Level or as mandated by the Santa forecast exceeds fifty percent (50%). Ana Regional Board NPDES Permit, General Permit-Construction Activities. 14.After a rainstorm, all project generated silt and debris shall 17.At the end of each day of construction activity, all construction debris and waste " be removed from check borne. onsite public drains and DIPes, materials shall be collected and properly disposed of in covered trash or covered drains and pipes of adjacent properties and desilting basins and recycle bins. - the basins pumped dry. Any graded slope BMP's damaged during a rainstorm shall also be immediately repaired. Failure to provide 18.This site has obtained a National Pollution Prevention Elimination System a effective maintenance may result in penalties. (NPDES) permit to regulate municipal and industrial storm water discharges. NPDES WDID#8-33C362205 DATE WDID ISSUED: 10/10/2011 15.Discharging of contaminated soils via surface erosion is - prohibited. 19.The undersigned civil engineer, a qualified OSP and/or QSD will review placement ° 16.Construction access points shall be stabilized with a of erosion control and Insure that work is in accordance with the approved plans. $ combination of rock and shaker plates year-round to prevent track-out. Routine street sweeping shall be performed on all paved streets where tracking is observed. Vacuum sweepers shall (Signature) (License No.) (Expl (Date) be used when street sweeping becomes Ineffective. E J 8 Q O O ftb BV R/26/f6 BENCH MARK J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m DIG ALERT REVISIONS APPRV DATE SEAL: LAKEF H POINTE DRIVE-SUITE 275 a, _ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR5. CITY T Y O F LAKE K E E L SIN O R E LAKE FOREST,CA 92630 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ! 949ses.o707 PRIOR TO CONSTRUCTION. 4 - RIVERSIDE COUNTY DESIGNATION:E-14-70 n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)9a9ssa.o�o9 UNAUTHORIZED CHANGES OF £ +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG o g rkke gineermg."' PRECISE E C I S E GRADING PLANS RAILROAD CANYON,ROAD FROM THE " BARRY J.COWAN = ENGINEERING COMPANY o INTERSECTION OF RAILROAD CANYON ROAD $ORE - m 46568 z CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2D 22 , orange San Diego-RNerside-San)urns ObispoBakenmeld-Saaamena-Plwend-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE N„ AND STATE HIGHWAY 71,122.0 FEET YOU DIG! N�' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 4 SHEETS g NORTHWEST OF RAILROAD CANYON ROAD, 2I�b * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ' 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. � BRAD FAGRELL,RCE•43920 DATE J' CIVIL n mo. •1853732E,1.0 FEET NORTHEAST OF A 1-80 D SE2600 CITY ENGINEER r4lf SCALE: SHEET SPECIFIC DETAILS L� P N MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVVE 1�•Q 0 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J. 0 AN,RCE 1°C46568 DATE DATE: _ S ------- ----------- I ------------- t FG 1494.90 FG 1494.20-'"""'""'"��'"'"" 4 (TYP) =9'22'46" FG 1494.40 FG 1495.40 + f FG 1494.40 FG 1494.90 - FG 1494.40 - 9 I tt rL 1494.60 FG 1494.90 1494.10 g --- FL HP a r r 1495.10 FG 1495.40 FL HP �p p# i FG 1494.90 xOF-O.O'---- Lu FG 1494.40 --- s �I DF=0.0' I� g 1 II ---- _ 1 i - - ---_--- Lu FG 1494.40 I / FG 1495.30 (f FG 149420 I 4 _ OF=0.1'=s ui W I 1 FG 1494.80 - I X 1 N FG 1494.40 g DF=0.1' i W 1493.90 � , / I t l 'Ole �. 9 9 9 a FG 1494.40 X ^ FG 1494.90 f 1 `.n OF=O.d I �( GFR - 1495.82 OF-0.0' TS 1495.27 + _ BS 1495.27 GFR=1495.27 ' BLDG 203 TS 1495.0 w 1 3.6'STEP 4 (TYP) / �� GFR= 1494.82 BS 1494.82 REOT BLDG 202 ' , FF 1496.07 {{ i2 PE 1495.40 i 13.o'STEP FIE 1495.57 II I 14 \ X BLDG 201 �REdo PE 1494.90 T PLAN 2R i FG 1494.20 y X� BS 495.32 1� PLAN 3 11 I 1• %� PE 1494.40 a 3.0'STEP \ + BACKWATER VALVE y\�\ //•�/ *; 11 1 11 PLAN 2R o 1 11 BACKWATER VALVE I I FG 1495.00 REQUIRED JJ BACKWATER VALVE TS 1495.07 REQUIRED i i OF=0.4' FG 1494.20 bry REQUIRED BS 1494.82 1493.86 FS 1495.14 FG 1494.60 _ GFF=1495.5T t 111 aaa' 3.0"STEP GFF=1495.02 OF=Ox - .z 1 FL GB 1494.41 - TS 1494.8T GFF BLDG200 1493.20� 5.0, FG W94.40 GFF,1494.57 a 1493.85 I , FL GB ___ TS 1494.BS 11 11 FG 1494.40 W FL GB I FL GB a r BS 3.0"'STEP FF 1494.87 FG M94.20 6� 1493.40 3 6 0"STEPS OF FS 1494.85 \ to �\ \ 2'0 1 �Ir Io `o g REO'D' PE 1494.20 FL GB REOT 22y TS 1494.92 -..._...m o• BS 1493.75 PLAN 3 ' © " FG 1494.10 / 1493.30 2 6.0"STEPS IS 1494.8T r N ro m I:. OF=0.Y i FG 1494.20 y BS 1494.62 p}�/ \O' \ \r 1� + j FL GB RE�'D 3.0"STEP .zp°'/ ii \r 1( 0 P, // b •`�d `• F 10 FS 1493.31 \ 1 I FG 1494.00 ` FS 1494.44 G o o u. i 2 9FS 8 10 FS 1494.20 FS 149, 7 14929 FG 1494.20 TS 1493.2Bs 5 �'v`_• s'99Z J( 2 T.0'STEPS ?9• REOT e y 1493.12 ~ ti J GB 1.5% FS 19g y V FL y 1492.93 10 2�S RIM 1492.59 I 4 oN 1 FGDF1494..0 T3.0' -• 11FL GB w ~ FS 199266 I so CONSTRUCTION NOTES SEE SHEET 8 O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 113 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED a CITY OF LAKE ELSINORE STD.NO.211 10 -5 0 to 20 30 o OS INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. OB CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) a g it DRAINAGE THROUGH BLOCK WALL `o © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1% MIN.TO 4% MAX. �� w q�1E�/6 - GRAPHIC SCALE T' 10' o DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE m BENCH MARK: DIG ALERT d-1 asosc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS m m REVISIONS - APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTS DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET LAKE FOREST,CA 92630 -% ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.SEa.0707 PRIOR TO CONSTRUCTION. S - - RIVERSIDE COUNTY DESIGNATION:E-14-70 x CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. OF DESCRIPTION: OF +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG �� UNAUTHORIZED CHANGES, PRECISE GRADING PLANS _ RAILROAD CANYON ROAD FROM THE BARRY J.COWAN a ENGINEERING COMPANY rickengineering.com m o INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 A CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT E CANYON HILLS PHASE 8 - PA 2D 22 Orznge San Diego-Rivttside-San Luis Obispo-Bakersfield-Sacramento-PhoeniF-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET �� YOU DIG! R'' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 38118 - L 0 T 4 SHEETS - b NORTHWEST OF RAILROAD CANYON ROAD, 2I 6 * BY THE PREPARER OF THESE PLANS AND THE C[TY ENGINEER. FILE N0. 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE°439 DA J' CIVIL a ,// m$a -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER f4JF �� /+1?/W=9 � 8�'�O�(e SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED - OF cA��F PRECISE GRADING a 0 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 W N,RCE "C46568 DATE DATE: ri r I l I � S r ------ r -=-- - ----------�--- - -- A= z3 5.00' {{I{ - - - R=5.00 A=79'S5'S2" . i L=7.44' ;I I It,�t� R=5.0.1 - -,-....�,,,..,�..FG 1497.90 _.------- _°,•,�„ ..--- ^--"' FG 1496.80 _ FG 1497.90 -- .,,�,_,.,,.."..._--°-^ '•"""�"."""'•..---.._..._ FG 1496.30 FG 1497.90 1 )( IF FG 1496.80 (TYP) FG 7496.40 FG 1495.40 - FG 1495.80 X FG 1496.30 %FG 1495.80 / { X I X - X 4 (TYP) ` 111 0 y X 1496.00 ,(g� 1496.50 yy N 1497.60 FL9HP � FL HP `-� FL HP FL HP FG k97 ._ .- T•0, -+ r o FG 1496 80 a, FG 1497.90 z 9 - rFG 1495.80 - o 1 r ---FG W%.30 X _---___ '_ 11 I II I XI OF=0.0'= FG 1495.80 OF-0.0' I a O T' t X� II 9 FG 4496.80 I (} I FG 1497.E 1495.10 t o y I 9 OF=0.0' - II - I I I I OF=0.0' I 1 -=a DF=IO to FLT = + � 9 l gjXl _ 1 I n LLI W FG 1495.40 II III FG 1495.70 =4 -4G 1496.20 I -4 CL I to- r ~ W DF=0.0' I - + X FG 1496.70 f II W FG 1496.20 DF=0.1' I = OF=0.1'9 I Xj OF 0.1' OF-0.1' Z �I i 9 Z N + Wo 4 (TYP) CJn 11 ^ 9 U) IjJ 1 TG 1495.48 Ts W 98�°57 W TS 1496.97 7 0 GFR = 1498.32 X ,�-. LLI � W Wo BS 1496.72 IE 1494.48 I 11 �� BS 1498.32 �,,, FG 14%.00 1 I -� 1 1 iO'STEP N _ n 13.0"STEP l �2 11 TS 149T.47 REO'D� - - o � REOT �F=0.3' `-TS 1496.64 GFR - 149 BS 107.22 - 9 r 12 n X�9 T5�14967 X GFR = 1496.72 BS 1496.14 1 3.VSTEP BLDG 207 1 BS 1496:21 GFR=1496.21 9 FG 1496.30 1 6.0"STEP L'REO'D r _I FF 1498:57 12 OF=0.0' " REO'D r 112 Ts 1496.07 i-3.1'SrfP _ BLDG 206 0 PE 1497.90 + GFR =1495.8 REO'D� , I TS 1498.57 PLAN 2 BS 1495.82 12 BLDG 205 0 : FF 1497.47 �' ,l \BS 1498.32 BLDG 50 03 13.0"STEP , FF 1496.97 I� BS M%72 m 12 3.0'STEP FG 1497..4 �REO'D TS 1496.47 _ BLDG 204 12 1• 1, PE 1496.80 Df�=0.4' II TS 149T.47 FG 1497.90 11 FF 1496.07 Xi Bs 1496.22 o FF 1496.47 PE 1496.30 3.0'STEP 1 / I GFF= 1498.07 P/ ` PLAN 2R BS 1497.22 4 PE 1495.40 I 3.0'STEP rk PE 1495.80 1494.76 PLAN 1R S=1.0% 5 1 1495.80 3.0"STEP FG 1496.80 PLAN 2R i , 19 PLAN 3 FL GB GFF=1496.9T 11 S 1496.82 FG 1497.90 +j 149�6.90 BACKWATER TS M96.07 1495.28 FG 1496.30 FL GB__ FL GB VALVE 1494.76 FG 1495.30 FL GB GFF=1496.47 OF=0.0' FG 14%.40 FL GB - BS 1495.82 1 FS 1496.04 OF=040 TS 1491.01 FG 1496.80 \ REQUIRED 3.0'STEP 1 FL GB GFF=1495.96 OF=0.5' FG 1495.80_ 1 TS 1498.11 aoI O it w� 6.6' BS 1496.61 mJ cr GFF=1495.57 > ' DF=o.5' 3 6-- TEP / BS H95S1 3 6.0"S S � � 1494.33 FG 1495.30 to `; O �� \ o © m b .0°STEPS 1 1FL GB RE0'D N l \• FL GB I OF 0.5' �•. 8 I1O -FG 14%.00 ` o REO'D✓/ v i FG 1494.90 1 ._ _ ._..... \� y I,no F.1� ^� OF=0.3, ;' .��, 1' p�^� \ �'n� 10 OF=0.5' IS 1495.61 FS 149579 Ea I+ t A a a 85 1494.61 w o o \\- ^o A „ �•- '. 10 • •° m 12 6.0'STEPS > h ^' m p0 ab sa 201- y �S >` TS 1495.61 1I- a;L o q2 9a• ,p°a 5 ✓✓ 10 �• �h n �,� / V O Bs 1494.11!/ REQ'D� �p9p• �•• {S�a Fe' ✓ ,�. F ^per sP'�'• p��°. REQ 0 R TE 1495.11 6 Svy9S STsgS ( Q`', �`� 111 -�c�•• a 1g3BFST4g�� - y10 �.., + °S n 9 3 1 RIM 1496.26 - ot L , w E a n H r x Qo d . CONSTRUCTION NOTES SEE SHEET 9 e� O FENCING PER LANDSCAPE PLANS O INSTALL 4"ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED s a CITY OF LAKE ELSINORE STD.NO.211 - 8 <a SO INSTALL 4"PVC DRAIN PIPE W 0.5X MIN. O CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) 10 s o 10 20 30 w o. 11 DRAINAGE THROUGH BLOCK WALL o c a © INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9O CONSTRUCT SWALE 0 1X MIN.TO 4X MAX. YI/ O - GRAPHIC SCALE 1"= 10' V�b c m DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE V g 26 IA& BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL; 2SOUTHPOiNTE DRIVE-SUITE 275 -19oec CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E a LAKE FOREST,CA 92630 - ELEVATION: 1400.873(NGVD 29) _ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q0.0FESS10,yA( 9a9.s88.o707 - PRIOR TO CONSTRUCTION. 6 RIVERSIDE COUNTY DESIGNATION:E-14-70 , CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAx 9a9sae.o7o9 o� DESCRIPTION:2.7 MILES NORTHEAST ALONG a `J �c ( ) ,1Cken UNAUTHORIZED CHANGES, PRECISE GRADING PLANS Qf ENGINEERING COMPANY glneering.<om RAILROAD CANYON ROAD FROM THE ,L ,� 8ARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 m 2 m Oran6e San Diego-PJmmlde-San Luis Obispo fakefield-5aaamento-Ph-1.Tucson CANYON HILLS PHASE 8 - PA 2 D =o INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE m ANO STATE HIGHWAY 71,122.0 FEET u: NO• PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS YOU DIG! * * PREPARED UNDER THE DIRECTION OF: T R 36118 - LOT T 4 %S NORTHWEST OF RAILROAD CANYON ROAD, q z7!b BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. o g 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE•43920 DATE CIVIL a ff m n •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER �'�TF pQ� /% ! '�� SCALE: SHEET SPECIFIC PRECISE GRADING MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALIF N a 0 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. 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DRAINAGE THROUGH BLOCK WALLa O INSTALDEPOP-UPTAIL ON DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN.TO 4%MAX. 12 DRAINAGE UNDER GATE NSA OV 'IlU/!G _ _ GRAPHIC SCALE 1"= 10' DRAINN BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: EESSf 2SOUTHPOINTE DRIVE-SUITE 275 3-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST,CA 91630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'AV 9a9saa.mo7 PRIOR TO CONSTRUCTION. 7 - RIVERSIDE COUNTY DESIGNATION:E-14-70 s¢y CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I - (FAX)949.588.0709 PRECISE GRADING PLANS OF om DESCRIPTION:2.7 MILES NORTHEAST ALONG N �% ENGINEERING COMPANY r;<ke" UNAUTHORIZED CHANGES RAILROAD CANYON ROAD FROM THE BARRY J.COWAN gineer;nT. to 22 m _ CALL " CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE C A N Y 0 N HILLS PHASE 8 - P A 2D o INTERSECTION OF RAILROAD CANYON ROAD a oranee San Diego-Riverside-San Luis Obispo-Bakersfield-Sacramenro-PFwenfa-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „ AND STATE HIGHWAY 71,122.0 FEET ; BEFORE n _ �, 46568 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 LOT 4 SHEETS ` YOU DIG' y/ e * PREPARED UNDER THE DIRECTION OF: b NORTHWEST OF RAILROAD CANYON ROAD, ,fJ� '{ LT BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. e 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. m d BRAD FAGRELL,RCE•4392 DATE J} CIVIL �p MARKER POST,FEET NORTHEAST OF A I-800-227-R CITY ENGINEER 4lf `t a-- 6 SCALE: SHEET SPECIFIC 'Wn MARKER POST,A BRASS DISK SET M THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: -CHECKED OF CAVY * PRECISE GRADING - 0 o TOP OF CONRETE POST E-14-70. Cal aT bast 2 working days prior To excavating. BY: BARRY J.COW N,RCE C46568 DATE DATE: SEE SHEET 5 FG 1494.20 IS 1494.25 11 BS 1493.08 - CBS • I j A. 2 7.0"STEPS REpD •'fl' " , 1493.12 LS• PS 1q - 100/�. _ FL GB 492.93 ti 10 ��IS RIM 1492.59 FG 1494.00 1 3.0' -' � FL GB j FG 1493.50 OF=0.5' \' _ u T _ 5.0•. TS 1494.67 ( { TS 1494.67 BS 1494.42 I !f BS 1494.42 3.0'STEP tax 9 r 1493.70 REOT TEP S'. 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OF=O.Y DF 0.0' ��' n FG 1492.90 a p PLAN 3R I OF p 5' r FG 1493.40 z i 1A% 18.4' "` 9 3.0, 0 1 FG 1492.90 4.0/ 12.0% q ___---X�-X X FG 1499.60 o FS 1491.59 FG-1492.80< FG 1492.90 FG 1493.40 DF=0.5' 1492.36 .--- 11 n `�'[� 1499.20 9 1\ j bF=0.0' 1492.36 /. - FL GB `-i r { FL 1` BLDG 257 '� 9 3.0' ' 12 An TG JV 92.07 7 { �( o y •y y y FL GBTS 1493.24 IE 1491.07 BS 1492.74 _ FG 1492.90 j 1 2.4% 16.01STEP 3,0 gfF'� 5'O i FG 1499.60 -�. yyy"(.. FS 1491.51 5 FG 1492.90 11 FG 1493.00 X 1492.00 S=1.0% REO'D 3 2FG 1493.40 Tom=p•p.�-X �3,p' 12 FL GB 10 11 DF=0.0' p X FG N92.90 FG 149260 BSA► Fg" i TS 1493.57 :' FG 1492.90 'y 149 q 1 3.8% BS 1493.32 F DF 49 0 30 �1 1 " o //'t / o; FG 1493.00 __��O ° _ DF=0.4' - ' - _ ,'. 3.0"STEP c CONSTRUCTION NOTES SEE SHEET 11 4O FENCING PER LANDSCAPE PLANS O7 INSTALL 4'ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 to 5 0 10 zo so 8 5O INSTALL 4"PVC DRAIN PIPE 0 0.5%MIN. © CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) -- 11 DRAINAGE THROUGH BLOCK WALL o 6O INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN.TO 4% MAX. - GRAPHIC SCALE 1"= 10' c m DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTH POINTE DRIVE-SUITE 27s A-t4so5c 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 OF LAKE E L SIN O R E ESSI LAKE FOREST,CA 92630 ELEVATION: 1400.873(NGVD 291 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR � Qi'4Y • 9ay.saa.mo7 PRIOR TO CONSTRUCTION. o RIVERSIDE COUNTY DESIGNATION:E-14-70 x CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ',� �y (FAx1Ba9saB.o7°9 PRECISE GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG y ENGINEERING COMPANY rickengineering.<om UNAUTHORIZED CHANGES, RAILROAD CANYON ROAD FROM THE - g BARRY J.COWAN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE m - CALL z m Orange San Diego-Riverside-San Luis Obispo�BakeMield-Bac2m -Phoenk-Tucson CANYON HILLS PHASE 8 - PA 2 D 2 2 o INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESEe AND STATE HIGHWAY 71,122.0 FEET :! - N0• PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS YOU mc! n 27 * PREPARED UNDER THE OF. TR 36118 LOT 4 S NORTHWEST OF RAILROAD CANYON ROAD, 1 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE �[6 FILE N0. 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FS �49 G 1498.70 _ 1 FG 1498.i0 OF=0.1' 9 ! -�--� FG 149T.20 FG 1499.20 1498.16 FG 1498.30 OF=O.Y OF=0.1' 9 7.0' � GFR=1498.32 `+ wo 9 w '� TS 1498.57 j w TS 1499.47 FF 1498.57 1 BS STEP BS 1499.22 11 9 BLDG 111 BS 1498.32� 9 13.0"STEP FG 149B.50 �„ X 9 X w REO'D DF=0.3' o PE 1497.90 REO'D u IE 149zs8 _ 1(l�J'ill GFR = 1499.72 GFR = 1499.22 IE 149 u.98 7 I 11 PLAN 2R GFR 1498.82 w + ' - 5 CONSTRUCTION NOTES SEE SHEET 12 O FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED s CITY OF LAKE ELSINORE STD.NO.211 g 6 OS INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. OB CONSTRUCT 6'PCC DRIVEWAY (CLASS 520-C-2500) 90 5 0 90 zo 30 F 0 11 DRAINAGE THROUGH BLOCK WALL a _` © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1% MIN.TO 4%MAX. (Jb 6V 9 26/�L GRAPHIC SCALE 1"= 10, o m DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE C ti BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: z5ourrI PGINTE DRIVE- 275 49o5c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET -% ELEVATION: 1400.873(NGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST,cn 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 0A'4� gag ssa a7o7 PRIOR TO CONSTRUCTION. 9 - RIVERSIDE COUNTY DESIGNATION:E-14-70 x CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAX 949.588.0709 F +ta-� DESCRIPTION:2.7 MILES NORTHEAST ALONG o - �%' ENGINEERING COMPANY ( ) r;cken UNAUTHORIZED CHANGES, PRECISE GRADING PLANS OF RAILROAD CANYON ROAD FROM THE �, BARRY J.COWAN s' gineering.com '^ INTERSECTION OF RAILROAD CANYON ROAD CALL CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 m u s Orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacramento-Pheend-Tuaon CANYON HILLS PHASE 8 - P A 2 D m�� BEFORE m 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ,p AND STATE HIGHWAY 71,122.0 FEET n No. YOU aID' T R 36118 LOT 4 S NORTHWEST OF RAILROAD CANYON ROAD, ZI�b * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS q BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FACRELL,RCE'4 920 DATE J} CIVIL DESIGNED BY: DRAWN BY: CITY ENGINEER SCALE: SHEET SPECIFIC 4Tf. -pI • -,-'� a h MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVV �uit. PRECISE GRADING 1 Q 0 0� TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: BARRY J.CO AN,RCE'C46568 DATE DATE: - SEE SHEET 7 FG 1117.10 1497.52 RIM 1496.47 GAZAN IA WAY 1497.77 1 3.0"STEP �\ \\\ \ �` Ili BS 1497.52 REO'D TS 1497.31 3.0"STEP -_.--------_-- IS 1495.81 13 6 0" 1 . 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IS t495.52 / i FS 1493,71 - " - f TE 1494.97 - 8O �y� 1 3.0 STEP P Ali 6 [E 1493.97 ti� FG 1496,20 :+ 5 S 1.OX '� 2j IS 1495.52 11495.77 REOD � .9 149550 0 t --- p OF=0.0' h0' 3.0"STEP 9� _ S 1494.86 �2• DF=0.7' r + ( r 1 FG q _ 9• 60 TS 1495.31 3 O• TS 1496.46 f ✓ OF=0.0' $_ _ \ IS 93.81 B 4.0'STEP '• \ FS .3 6.0"STEPS 9 , � ' o m '- �r• O �► 7 REU'DI FS 14%.54 \ \\ 1493.53 ,6'I• f / �✓YD 11494.56 CONSTRUCTION NOTES SEE SHEET 13 O4 FENCING PER LANDSCAPE PLANS O INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED B CITY OF LAKE ELSINORE STD.NO.211 - a SO INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. © CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) 10 8 0 10 zo so 0 11 DRAINAGE THROUGH BLOCK WALL o a © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O CONSTRUCT SWALE 0 1% MIN.TO 4%MAX. �4 aV Q/26��` - GRAPHIC SCALE 1"= 10' 8 m DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE N o BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH POINTEDRIVE-SUITE275 -149osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m ELEVATION: 1400.873(NGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHESSI LAKE FOREST,CA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY 0 F LAKE E L S I N O R E m m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4( 949.588.0707 PRIOR TO CONSTRUCTION. 10 H RIVERSIDE COUNTY DESIGNATION:E-14-70 eo CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx1949saa.m09 m DESCRIPTION:2.7 MILES NORTHEAST ALONG9 ENGINEERING COMPANY kengineering.com UNAUTHORIZED CHANGES- DESCRIPTION: PRECISE GRADING PLANS of RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - P A 2D INTERSECTION OF RAILROAD CANYON ROAD orange San Diego-Riverside-San Wis Obispo-eekemfl,ld-S-m--Phoenix-Tucson 2L AND STATE HIGHWAY 71,122.0 FEET ,,, BEFORE 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU ulc! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, Q 27�6 * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o �.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE g4392 DATE JI. CIVIL �e FILE N0. <w 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 4 a /yG,.,,`q (�•�� q/ SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED CITY ENGINEER if OF CAUY PRECISE GRADING TOP OF CONRETE POST E-14-70. Call at least 2 working DESIGNED BY: DRAWN BY: 0 0 o g days prior to excavating. BY: BARRY J.COWAN,RCE "C46568 DATE DATE: SEE SHEET 8 FG 1492.90 4.0% 12.0% f5 1491.59 .-- FG 1493.40 ' DF=0.5' _�r FG 1492.80' y` X FG 1492.90 t , FG 1499.60 1 9492.36 11O._ r� 1499.20 y D0=0.0' 9y 3.0 12 FL9G.By �' FL GB TS 1493.24 TG 1492.07 iO.YA X FL BS 1493.24 IE 1491.07 E ire 2 74 FS 1491.51 124 6.0"STEP 3,o, �FGU:9921.910 �-�_ FG 1499.60 5.0`FG 1493.00 �X 1492.00 REO'D�� S=LO% 5 FG 1493.40 Tom=0.0' 3,0' 12 FL GB 10 11 OF=0.0' _ X FG 1492.90 FG 1492.60 8�A� FS 149.41 3'8� BS 1493.32 FG 1492.60 1; w FG 1492.90 T'OI FG 1491*10 _ U OF=0.4' 1 3.0"STEP -OF=0.3' \\ A D% FG 1492.60 ,° \\ - 02 ' "y6 FG 1492.90 , TG 149B.96 1500- T' NAAy OF-0.3' 0 OF-0.0' 11 11 1492.60 l IE 1497.96 7 GFR` 11 t �� BLDG 196 1 1B,p FS 6 TE 1491.69 6' 11 FL HP ` IE 1490.69 \ IS 1 0.27 BLDG 257 FG 1499.60 P PE 1493.00 9 1D 4S° M 1 \\ BS 1500.02 o FF 1500.27 OF 0.0' o A 1 ;r€ I T '� 6-27-R srEP PE 1499.60 98 54 ro �� PLAN 2 FS j 5 5=0.6% REO'D 4.6% ? i \ PLAN 3 Q FL GB TS 1500.27 TS t493.67 TS 1493.67 <: + w 1----V 7/ FG 1492.90 .. o BS 1500.02 -1ggg:IT 1492.70 BS 1493.42 BS 1493.42 TS 1493.21 1 FL HP 13.0"STEP 3.O'STEP BS 149171 1 w BLDG242 TS 1493.57 9- FL HP FG STEP GFF �i a FG 1499.50 • / ti.,y o FG 1499.60 FL HP `+E FG 1499.60 a o 5.0' REO'D / 3 6.0'STEPS NpA 1'� FF 1493.57 BS 1493.32 OF=0.1' FG H9250 ,°� REO'D FS ® 1 PE 1492.90 13.0 REG'D /�/ 1499.05 FS 1499.84 T \,• 1 OF=0.5' PLAN 1 \FG 1492.30 ,�i FS 1499.60 ✓ FL HP TE 1498.80 I 19.1' FG 1492.90 1 6 w 1491.56 1491.93 _ 9% FG 1492.80 10 0 '� �/ \ IE 1497.80 N ;P FG 1493.00 OO, FL G ti 11 FL GB DF=0.0' GB 1498.66 10. 1.�A 4 1 OF=0.0' �40; gO .yAI FG 1492.10 �► 9X� 11 �•�� IAA\� ,qq°9 �--- '� 11 /% - \ \ FG 1492.10 TS,1492.39 ti FS FS �.1491.80 /X -50 9 OF=0.5' BS 149t39 A� FL GB / \\ \ �' {o• 10 _ dl y .„i FG 149250 2 6.O'STEPS 10 A°a°• �� I{� � II 11 AV A FG 149300 TS 1492.84 REO'D '� o ✓ \\ \� OF=0.1' BS 1492.51 j36 E`' o 1491.80 FG 1492.60a11, 149109 FL HP FG" ,DF=0.0,� 1 4.0"STEP 1$/. .. 1.. 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GRAPHIC SCALE 1"= 10' o.1 DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE VDb dV y/2C��` TIES ON THESE PLANS BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTS DRIVE-SU rE 275 J 4905C pRETAPPROXIMATE AND SHALLION:LOCATION OF NBEUVERIIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET ELEVATION: 1400.873(NGVD 29) DIG ALERT ESSI TAKE FOREST,CA 92630 RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR O'1'4� ea9sae.mo7 PRIOR TO CONSTRUCTION. DESCRIPTION:Z.7 MILES NORTHEAST ALONG t - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)9a9.ssa.o7o9 OF %' ENGINEERING COMPANY r;cken UNAUTHORIZED CHANGES. PRECISE GRADING PLANS RAILROAD CANYON ROAD FROM THE BARRY J.COWAN s e`""e`;"s`"m m - CALL CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BECANY0N HILLS PHASE 8 - PA 2D 22 INTERSECTION OF RAllROAD CANYON ROAD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESEAND STATE HIGHWAY 71,122.0 FEET BEFORE - �, 46568 m PREPARED UNDER THE DIRECTION OF: T R 38118 - LOT T 4 You DIG! PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, » N 6.0 FEET SOUTHWEST OF POWER POLE 4 �b BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. -1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FAGRELL,RCE"4392 DATE J} CIVIL �� 2 I CITY ENGINEER '�rF °Qy' '✓ C�a` it%fhoit. SCALE: SHEET SPECIFIC �1 ��^ MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF Al1E PRECISE GRADING o$ TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: C BARRY J.CO AN,RCE "C46568 DATE DATE: SEE SHEET 9 1 FG 1498.70 ' �1 _,�_-� FG 1497.20 n 31i I i X FG 1498.70 U OF-0.1' l�J FG 1499.P0 - ,X 1 FG 1490.30_ 9 ✓ OF=0.1' 7.0' DF=0.1' w DF=0.1' w GFR= 1498.32 w 9 TS 1499.47 wo o •, TS 1498.57 -- - BS 1499.22 11 9 I BLDG 253 BS 1498.32 - 1 3.0'STEP FG 1498.50 FF 1498.57 1 3.0'STEP p901 REO'D OF=0.3' o PE 1497.90 REO'D X o o TG 1497.98 11 - �� - GFR = 1499.72 GFR= 1499.22 [E 1496.98 7 I PLAN 2R GFR= 1498.82 1- + TS 1499.97 t2 TS 1499.47 /TS 1499.07 !FG 1497.00 �'- BS 1499.22 LBS 1498.82 GFF=1498.07 TS 1498.57_ 11 FG 1497.90 BS 1498.32 + - 11 OS 3.0"STEP BLDG 256 II 3.0"STEP I R 3.0"STEP _ -__ F I BLDG 255 TS 1499.14 + REO'D o BLDG 9.0 12 3.0"STEP 1496.67 FG 14ss.6o RE" II� FF 1499.97 1 1z FF 1499.47 BS 149864 w„ 1� FF 1499.07 1 1497.02 DF=0.0' \ 1 i\ PE 1499.30 PE 1498.80 -1 6.0"STEP 1?:: ! FG 1497.90 7.0' FL GB _ S 8.54. TS 1999.97 - TS 1499.07 PE 1498.40 FL GB PLAN 2 RED' BS 1498.82 a, FL GB 1 BS 1499.72 1498.30 l 1 PLAN 1R PLAN 3 _ �3.0"STEP 1497.78 S=LO% 5 113.0'STEP T51498.11 o FL GB FS 1498.64 FG 1497.90 - GFF=1499.47 FL GB GFF =1498.97 FG 1498.80 149L08 0+ BS'STEPS 11 FG 1498.90 ! - DF=0.0' FL GB _ GFF=1498.57 OF=0.5' 1497.36 °A�' ® o\ 2 7.0'REO'D,�0�1/' FG 1499.50 FG 1498.80 1498.30 w,: I FG 1497.90 m 'ao o I FL GB �• �'�• w Z OF=0.1' OF=0.5' OF=0.5' 'oao- 1 DF=LIZ* � 1X 1 1 �14 TS 149951 °D O0 II r TS 1498.46 1 \ \i :. I. ,� Ni- Im FG 1498.60 BS 1497.29 _ - yBS 1498.34 N ` \,,; \ 02' \2 7.0"STEPS 9840J1010 98.23 2 7.0"STEPS 11) / \ 1 REO'D i IE 1494.E y r 1 FL GB REO'D \ O {. �1 © 1q�✓, , 10 \ I\ O P. , .rS' _ FS A�•I. :: 1495.56 TE 1497.60 11 + 7y9s FL GB 10 -' / IE 1496.60 6 10 �� S1y9 '2d E3 FG 1496.70 F, F sy3 OF-0 4 FG M96.W S S OF�9gB J` J` J` J' J` �iP Js �iJ J` �q96. �L- �• < - 7ygB2T FG 1497.10 5 FS•J B 0.98% - A.987. y9s93 ��•p tit FG 1497.10 �y cl) W F RIM 1497.85_ FS ly ~ \� p TS 1491.T7 L41 LU Is7y9B, F 960T F DF49 0 5 BLD LLI 97�77 \\'o�. 3 0'STEPCO) 2 = 3g - RIM 1496.23 S fyg6, ASj 1496.08 PE 1497:10 cl) ILI � a 10 �� 1496.50 FL GB PLAN 1 g'L OF=0.3' LLI LLI N y9B�i zs 'o FL ce FG 1497.W BACKWATER VALVE _ TS N97.T1 �`fl• // OF=0.4' REQUIRED 01 BS 1496.34 / - 12 A /3 5.5'STEPS 161 12� - "Y REO'D 4(11 11V1O TS 1497.77 4 (TYP) BLDG 259 �- BS 1497.52 1496.43 A� 1 3.0'STEP i1; FL GB PE 1497.50 9 + REO'D TS 1498.17 9 PLAN 2R OF=0.5' BS 1497.92 o FG 1497.00*y\'\ / pS 11 3.0'STEP 9`I' OF=OJ' \\ FG FG 1490.T0 1490.00 - - FG 1490.00. ...�..,. ` 'i F„ ,,,r 0 '•N�� T"' ` TS 1498.fl pF OF 14901' V y -�z 1496.76 BS_1497.92 FL GB 1.3.0'STEP / \ _�/pF 1490d0 +R f 1 ( 1496.57 - -�7 J / l FG 1497.80 ii _t /// / +� �• O ems,/ �A1 1' y R + FG 1497.10 1 BLDG 237 s2 \ �FG 1490.70 BLDG 258 FG 1497.50 k FG 1490.00 9 k 1 ` �i��) FS 1497.80 op � FF 1498.47 o OF=0.0' 0 1489.70 I PE 1497.80 ` - \ + / 1497.20 -�- FF 149000.70 ` /'Y \ FL HP k - / 10 ��-Y FS 1498.04 PLAN 3R R FL HP z � FG 140.60 ^' ° OF=O.V x FG 1489.90 TE 1496.77 6 / ^Ao,O'v FGOF1497O.50' 1490.05 / OF ~�s k / FG 1489.60 [E 1495.77 FL ! �� /�/ FG 1490.00 ` 1 - M TS 1498.47 +� 9 �� OF=0.0' - k�FG 1490.00 L97.12 FG 1497.80 BS 1498.22 3 5=0.6%� �,\3gy 3.0"STEP TS 1498.47 s� 11 ' ti 9 i �~`` \ L/ h� BS 1498.4 FG 1497.80 + G 1492.0 / 1489.30 J 1497.50 BS 14STEP IT��/J(O ao 9 FG W89.60 ,� FL HP i `^~~•„ FL HP REO'D / // DF=1.0'C > J. CONSTRUCTION NOTES SEE SHEET 15 O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED i i CITY OF LAKE ELSINORE STD.NO.211 - 10 5 0 10 20 30 $o E OS INSTALL 4"PVC DRAIN PIPE 0 0.5%MIN. © CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) --- g g 11 DRAINAGE THROUGH BLOCK WALLA, o 8 m O INSTALL DRAIN DETAILPOP-UP DRAIN EMITTER PER PRIVATE O CONSTRUCT SWALE■ 1% MIN.TO 4% MAX. 12 DRAINAGE UNDER GATE �JO•G 9V 9�tC/!C GRAPHIC SCALE 1"= 10' BENCH MARK REVISIONS APPRV DATE SEAL: ■ 2SOUTHPOINTE DRIVE-SUITE 275 J-149a5C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E LAKE FOREST,CA 92630 -' ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESSI OHS( Ira949.588.0707 PRIOR TO CONSTRUCTION. 12 kli RIVERSIDE COUNTY DESIGNATION:E-14-70 a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAX 949.sa8.0709 OF r DESCRIPTION:2.7 MILES NORTHEAST ALONG - _ � ( ) ,;°ken UNAUTHORIZED CHANGES; PRECISE GRADING PLANS ENGINEERING COMPANY gineving.com RAILROAD CANYON ROAD FROM THE CALL �, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 m - ¢ 0mnge San Diego-Riveeside-San Luis Obispo-Bakenfeld-Saaamenm-Phoenix-Tucson CANYON HILLS PHASE 8 - PA 2D $ INTERSECTION OF RAILROAD CANYON ROAD A m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 1� BEFORE No, 46568 _ SHEETS W Y 71 122.0 FEET �: P T BE APPROVED AND STATE HIGH A YOU DIGhy PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE LANS MUS T R 36118 LOT 4 o NORTHWEST OF RAILROAD CANYON ROAD, 11271k. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. $ o 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. m o. s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE t4392. DATE J}4 CIVIL �� /�,�� SCALE: SHEET SPECIFIC CITY ENGINEER JF CR` I.�1/1�1.�••L` ��Z�� ,J1A �h MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALIF PRECISE GRADING V 1 0 0 o TOP OF CONRETE POST E-14-70. CaM at least 2 varking days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.C�WI�v J,RCE "C46568 DATE DATE: SEE SHEET 10 ` FS 1494.71 2 47 _ 1494.1E _�1; �\, TS 1495.77 f N \\ TE 1494,97 FG 195.60 S 1495.52 FS 1493.71 O �n 63.0"'STEP 6 IE 14913.4 4 ry5 OF.0.6' S 5=10% ; FC 1496.20°` erg, ? TS 1495.77 REQ'D /VJ 1494.04 OF=0.0' 0 > BS 'STE2 1494.86 O ?. IE N6' 3,OYTEP FG 149550 TS 1496 46 �', ✓F DF1494.60 * -DF=0.T � 9• TS 1495.31 ✓ / ✓ f ,BS 1496.13 8.'STEP1 9 1 4.0°STEP FS 1493.53 ,1(• �3 6.0'STEPS .� FG 1494.50� N �� \y REQ'DI F$1496.54 , ,S, REO'D YDF=0.1' NA9 5p0 96� BS 1496.62' TG 1495.38 7 FS 1494.38 FS 1493.46 10 F 3.0" FG 1496.20 .� OF49 Y STEP \ �� O o ~ BLDG 262 OF=0,0' 11 ?9, 11 \a �� 1494.30 iyys 8 �� F OF 495..7� FF 1496.87 FG 1495.90 0 -44 !11 FL HP �I , i •22 FS 14gS O. 1495.56 � 1495.18 PE 1496.20 OF=0.3' r �€ �i (i o lgL GB ♦ FL GB - (,, '' 1494.03 1493.56 , 4 (TYP) �s_. ��• OF OA FG 1496AO PLAN 1 FG 196.10 i FL GB FL GB L• DF=0.5' 6ti / FG 1494.10 FS 196.47 A96• FG 14%.20 { DF=0.5' TS 14%.27 JJJ�� TS 1495.27 BS v 10 - o• /6 12 GHQ.,'` // \\ OF -O.d BS 1495.02 11 3.6"STEP 9G. > `s\\ FG 14%.20 41 ^ 3.0"STEP REO'D BLDG 261 ._ 12 TS 14%.87 /� 'Y l ITS 194.63 FS 1494.84 TS 1496.55 _ E BS 196.62 // o_ 1495.68 BS 1495.55 fF 1497.27 FG 14%.20 13.0"STEP /� a 257.095 EPS g:51• FG 1494,0 , FG 1494.60 1 2 6.0"STEPS FS 14%.84 PE 1496.60 FG 1496.20 I OF=0.0' REO'D // � � � n' REO'D 9 1495.56 RE00 TS 1497.27 PLAN 3R w' 9 /� f FS 149455 I' BLDG 215 f X FG 1494.10 FL GB BS 1497.02 R 0 FG 193.50 fir. 10 API' FF 1495.27 a ✓ , 9%3.0°STEP '�' 60a \ o 9 P�M �I, PE 1494.60 �� /X •,p9• �-�- / \ / ,� \ � ' `'°L `��e� \�`` PLAN 3 r Fl96.10 TS 1497.27 \ °�FG 1496.20 F ° ',� 0' 7� OF=0.5 11 BS 1496:89 EQ FG 7496.10 V- 1195.90 ' \ 01 NOI• �• DF=0.1' ` � O n FG 1494.10 OF=0.0' r 14.6'STEP G o ` 9 FL HP + \\ ' �Pn,, \ FG 1494.o0/FG 1494.10 REO'D F F`' N OF=05'9•�e / ♦ 9 f ,✓ r \ 12 I 1493.56 12 may` �5=1.0% 5 TS 1497.44 �" + \ FL GB 9 BS 1496.94 FG 14%bo ✓ 0 (� FG 1497.W1 6.0 REQ'D STEP OF=0.0' ^/+' \tt \ 3.1% / 1493.10 12 r 'DF=0.0' ,`��TO 1496.28 - FG 1496.20 .!" \\ Ge. rFL 49 �iE 1495.28 7 �� J -� ,o ay`L ✓ FG 1493.70 \� W TS 1497.77 �, ✓/ R ✓ \\ r �'�.. ('f c, DF=0.4' 7' /� \-'- FG 1%.60 ✓ "`., �\ 1493.80 II.I BS 1497.52 ii •o- / L F Z 3.0"STEP / r i L 1 r v` N •o_ FG 1496.50 e° � � f �� FL HP FG 1496.80 OF=O.P 1496.30 ✓' FG 1493.50 \� r ,�D BLD FF 94.767 - N U + j FL HP 1 a N PE 1494.10 W DF=0.3' \ W FG 1497.00 9� \\ + PLAN 213 5.O' N DF-0.1' \ 9 / 1493.20 FOF4 0.0' / ` FG 194 3.50 FL HP 4 (TYP) �`� 18•d' 9 FG 1497.10�\ + \ F��\ +�� FG 1492.90 �' r TS 1494.77 52 1 V �rerJfi \ TS 1994.77 BS 1494.52 nym BS 1494.52 13.0"STEP // •O_ / _�� /� \V ( 3.0"STEP -' r� FG 1494.W 1496.59 _I/ ."" / REO'D FG 149.610 ` FG 1497.10 FL FG 196.60 FG 1494.00 / + FG 1493.50 I��{ tip TS 1494.31 r \ y 2.OA FG 1494.00- loll, �P FG 1497.10 \ ` %/ y N °a 8S 192.81 ✓ OF=0.0' r, \\ / +� " \ 1492.41 /d Qy 10 3 6.0"STEPS r 3.0 `/7/r�1493.48 FL REO'D X 9 ✓1 FL ♦�\ \ \ FG 149350 sa''� FG 1493.60 ✓ ✓ 11 9/ 14 L HP z / FG 1492.90 r \ + \ Fy � � DF=0.5' S=1.0% ✓ 0, 60' FG 1494.00 FL HP FG 1497.10 /! \ \ �k f 51493 90 FG 1494.00 ✓ f \ , - 9�9� TS 1494.17 \ 11 TG 1493.1II FG .90 1A \ 7 DF 1492.60 5P �' BS 1493.92 y 1� 9A- o 1. .03 3• FG 1492.18 / FL HP FG 1492.90- GF ' 13.0°STEP 11 1492.40 m Fl GB FG 1493.70 FOF490?3' o rJ f REQ'D- TS 1494.17 1491.90 . g/. TS 1494.34 FG 941 2.90 � 9 \'�• BS 1493.92 FL GB � 3• DF=0.3' BS 1493.84 FG 1494.00 \ �� 1493.70 a / + FG 192.40 f -�\ - .'� '°, BLDG 263 i 3.0'STEP 'l� 10 IE 1 6.0°STEP OF-0.0' �\ FL HP / VA ddV\ - FG 1493.50 ', REO'D f d y Ff 1494.17 f 94 0 TS 1494.42 i FG 1497.10 'S'// 9 PE 1493.50 61 TS 1493.71 y`� ' S8 FG 1494.00 BS O'STE2 / A9�' BS 1492.2t p„ """ ;�o°ti TE 1492.80 6 DF=0_ 0'� 3.0'STEP TS 1493.57 \ 11 PLAN 2R '` 3 6.0° TEPS 92.21 FG 197.50 /� /i // 1 FF r 1 F I� �� •� 1492.36 A 1 193.32 11 REO'D 1 + 13.0'STEP \ I l FL REO'D- y FG 1493.50 B, °? 10 1 RIM 1492.32 + 1,A'I• '^� ` a t 0 fG 192.90 3� �- o OF=0.0' 1491.90 1492.50 f BS 1494.42 FG 1493.90 FG 1494.T0 �, TS 1494.67 FG 1494.00 /FG 1492.80 FG 1492.60 •.A�'y ,,, o Fg 5/• BLDG 217 P , $ f \ OF=O.Y DF=0.3' Q,'' Fl GB \ FL GB \d. F4g�9B a \ FF 1494.67 1 3.0'STEP f f \ 1 9 FG 1492.90 BLDG 264 i 39 \ © FS�9 ,V6 PE 1494.00 �, REO'D OF=0.1� \\ OF-0.0' FF 1493.57 FG 1492.90 gF91 AAA © n X/ E S FG 1492.40 9 p TS 1492 74 PE 1492.90 � a \ , ,! BS 1492.74 PLAN 1 /�a g,0' 9 ✓ \ 1492.10 O. i 6.0'STEP .PLAN 1 1 0 _ ✓ o FL HP ro- 77 REO'D .y0/ B� \\?� FS 1991. FS 9/• D ✓ ✓ TO 1492.04 TS 1493.7 �p9/ / i 73 _ 149Z�S �i DF=40.5 J 1492.98 12 x ✓-/ x 3 0 DF 140.0'' t a o 7 BS 014 3..'ST 2 �Q '�; y -- - 12� FL GB 12 m o i i IE 149ti.04 m 3.0"STEP CONSTRUCTION NOTES SEE SHEET 16 O4 FENCING PER LANDSCAPE PLANS INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED a CITY OF LAKE ELSINORE STD.NO.211 O5 INSTALL 4"PVC DRAIN PIPE 0 0.57 MIN. O8 CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 20 30 i o 11 DRAINAGE THROUGH BLOCK WALL a q OINSTA1 `o RAINLDETAILUONDRAIN SHEETE3ITTER PER PRIVATE O CONSTRUCT SWALE 41 1%MIN.TO 4% MAX. 12 DRAINAGE UNDER GATE 7VQPJ OV 9/26/!L GRAPHIC SCALE 1"= 10' y BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: 2SOlfiH POINTE DRIVE-SUITE 275 -14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E ELEVATION: 1400.873(NGVD 29) E551 LAKE FOREST,CA 9z63o THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR O4'4Y 949.588.0707 PRIOR TO CONSTRUCTION. 13 o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 DESCRIPTION:2.7 MILES NORTHEAST ALONG `yc UNAUTHORIZED CHANGES OF RAILROAD CANYON ROAD FROM THE �; BARRY J.COWAN s ENGINEERING COMPANY rkk-gineering.com PRECISE GRADING PLANS m - CALL r^ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE C A N Y 0 N HILLS PHASE 8 - P A 2 D 22 INTERSECTION OF RAILROAD CANYON ROAD A Orange San Diego-Riverside-San Luis Obispo-eakenfield-Saaamenlo-Phoen&-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „ AND STATE HIGHWAY 71 122.0 CAN FEET BEFORE �• 46568 PREPARED UNDER THE DIRECTION OF: T R 36118 - LOT T 4 You DIG! / PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, Z t6 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. w� 6.0 FEET SOUTHWEST OF POWER POLER FILE NO. m w •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FACRELL,RCE•4392 DAT JI. CIVIL �! 2 CITY ENGINEER '�lLr +J C�+."e.�- q�yq SCALE: SHEET SPECIFIC PRECISE GRADING MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAUL ILk ,3 6$ TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CCW N,RCE "C4656fl DATE DATE: ��s SEE SHEET 11 7\TG 1491.38 ''�✓ Cam\ r FS 1990,21 '' TS 1490.97 A0/\• \ C � TS 149t.3T FG 1490.66' 12 BS 1489.97 f \ FF FG 1489.90 IE 1490.38 g0' � „A 9ti '� r 11 BS 1491.12 OF-O.YY 9 N I• 10 2 6.0"STEPS y\' 10 11 13.0"STEP 0 11 pl• \ > > 1490.05 OF=O.Y 0' 1� yPi 9• FS REO'D V FS 1490.92 99j0 GF REO D FL / -�i FG 149 O.T 9 BL 14 2.4 .9,\ ,.I• 1990.15 \ ' `.., , 9 FG 1492.20 OF=O.Y Ts M92.01 p' 1" 1469.69 Z• ar ! 7 � d FF 1492.47 9 PE 1491.80 �_t49os1� © 0 FG 149140 1491. PLAN 2 68 /� 9 REOO�STEPS PS\489.6\ 1490.26 ' M t FF 1491.37 0 11 / FL OF 14091 O20 + f F OF�90?t �99�> BACKWATER VALVE TS 1492.47 \ r, s`V�� f �1489.68 FL GB FG 1490.70 PE 1490.70 �/ FG OF 149 340 9 I 22 REQUIRED BS U"bIL2 ✓ q' PLAN 1R i7 / 3.0"STEP FL Gg FG 1492.20 /� // FG 1491.30 I TS 1491.371 TG 1489.88 FG 1491.80 /� OF=0.5' F5 1489.98 pp { \\ GFF BS 1491.12 FG 1490.70 IE 1488.88 7 FG 1491.80 `� OF=0.0' \ TS 1492.47 1490.73 19 f Z ,pg9• \ 3.0"STEP OF =0.0, ��I TS 1491.04® \\ �\ 83.0°°STEP FL GB /. CC, F`' 1 \ 1ggOB, FG 1490.50 BS 1490.46 } \\ \ 11 .�Of p9°j' + j %.� 1 T.0'STEP TS 1490.67 CF / \ REO'D S\ o,/ OF=0.2' TS 1489.88 as REQ'D R 851490.11 p f 14 L B O F BS STEP 0 ` 49 FL GB• 0°''V 1 O ti 16,01 STEP ° 11 1 6.7'STEP 0.71 Np ^om/• REO'D / 1488.96 `RE0'D o FG 1490.90 '... .�9=G .y� i Y 5 i FL GB TS 1490.67/ 1 BLDG 238 f S=1.0% NA. 72 DF \ a�\ Npgo'09 OF=1.0' \ BS 1490.42 TS 1490.24 FF 1490.67 ES v / 'STEP gS 1489.86 PE 1490.00 \ F491.50 C � r FG 1489.50 1 4.6"STEP PLAN 3 � Nm_ FL HP yp' \ �,c.\ �1. �' FS 1491.33 9ti m 9 + f �BLDG 192 .�99 a� TS W91.42 '.p09• N 3•82 OF=0.5' GFF, REO'D �` FF 1492.07 CSC Sa\• BS 1490.25 9 f O PE 1491.40 2 6.0°STEPS R FS , 10 p ��FG 1489.50 -FG 1491.80 9 FS 1491.64 REO'D 6 TE 1489.50 TS 1489.73 a` DF=0.5' \\\ v PLAN 3 A IE 1488.50 \BS 1488.73 OF-0.0' �' TS 1492.82 �pggg0 - 2 6.0°STEPS "FS 1489.69 of/ �FBACKWATER VALV 85 1491.82 yA. FS N REOT ^� �� f P REQUIRED 3.0'STEP g vy FG 1490.90 p9• / v N o� ©...'� i S p5 10 TS 1492,07 -. 2,1%�--► F "�^�ti-�. RIM 1488.77 f BS 1491.75 1490.36 L'; S 1pyS• •y9 FG 149180 FC 1491.40 1 3.8'STEPlr� TE 1489.80 FG 1491.40 DF=0.0' REOT 11 } FL GB It 1 © Np09N1 ,..,i F FS,pg9• FG 1491.00 S titi E p0q. 2,L S=10% FS N ZOp/, ,pg9• f FS lA TS H91.35 a / Npg9o1 1 �TG 1490.18 BS 1490.93 �O' 1489.18 15.0'STEP0 ry^,o� Q ^pg9 Lu W \ REOT C r Z \1491.10 \\ FG 1491.30 / TS 1491.67 'P.�` / 4 O FSek D =O.Y / " _ BS 1491.42 ° `L� •\ IF'` FL HP _/L'J�\ /� �I 3.0°STEP sg��A '�• �o� � � ro� e� W FG 149100 BLDG 191 1489 W .66 ,qp ^ ea 1491.40 11 OF=0.0' FF 1491.67 FG 1490.60 / 1 F�GB o1 10 �< V1 OF=0.0'/+ PE 1491.00 OF=0.4^ / / FG 1490.20 FS 1490.55 9 FG 1490.70 1490.03 DF=OS' b� TS 1490.65 N FS Np9g• _ OF=0.3' CF, PLAN 1R FL GB GF\ aj BS }� /r 9,. BACKWATER VALVE F, a 2 6.0 / FG 1491.00 / / FG 1490.90 �q9 REQUIRED o� q� 12 BLD 91.90 1gg0'? REO'D` 1489.23FF 10 Np0p9 _ PE 1490.70 FS 1490.94 FG 1490.220 FL GB TS 1490.51 FS 1437 91.40 p y ni a a ri t!3 \\ 12 TS 1491.37 OF-0.5' FG 1489.80 BS 1489.01 FG 149100` C PLAN 3p9g' \\ BS 1499.12 DF=0.5' 3 6 1 BACKWATER VALVE \ y FG 1491.00 A �\ REQUIRED j fl � TS 1491.67 •„ 0 3.0"STEP 1489.66 REO'D \\ BS 1491.42 b FL GB I �,.U'STEPS13.0"STEP GF TS 1491.37 REO'D 9 R. TS 1490.97 \ + 7gy0 BS 8'STE7 -BS 1490.72 FG 14 19 00 \1490.70 / 9� 1 4.8'REQ D / 3.0'STEP FL\ HF%/ FG 1491.00 / 9 1g90,97 1489.24 O i 9 OF=0.0' f 9� FL GB } j '�� a \ - � •`S-�/`l /( v /. 1490.41 f BLDG 189 FG 1489.8 / 6N- _ F 195 10 OF=0.5' 1488T76 // - _ FL - Ts 1490.97 FF 1490.97 FL GB / p IS t489.T5 4 (TYP) FG 1490.70 BS 1490.72 PE 1490.30 �// o FG F489D30 0� BS 1488.58 \ OF=0.0' k 1 3.01STEP PLAN 2R �/ F a 2 7.0'STEPS \' 1 REO'Dd GF 1g89 °` REO'D \ a FG 149100 \�\ l 9 R' 19gp•Z 12 BLDG 188 8p FS 1490.04 1488.76 N '4e o i \ 2 _ a FG 1490.70 !� \ F OF 0.1 / �' FF 1490.47 TS 1490.47 FL GB / 9 12 PE 1469.80 �• r o j 85 1490.22 `�S,S / PLAN 3 3.0'STEP FG 1489.80 lz o �\ 1490.40 FG 1490.70 lFG 1490.30 ^r o TS 1490.47 11 FL HP OF=0.0' / OF-0.0' CFR_ 71 0.0' BS 1490.07 1 1 4.8"STEP FG 1490.20 REO'o (j 1/ 1490.00: \ \ 1 FL HP FG 1490.30 / CONSTRUCTION NOTES SEE SHEET 17 O CONSTRUCT 4"PCC WALKWAY PER MODIFIED FENCING PER LANDSCAPE PLANS O INSTALL 4'ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) 10 s a CITY OF LAKE ELSINORE STO.NO.211 g rA 0 INSTALL 4"PVC DRAIN PIPE o 0.5%MIN. © CONSTRUCT 6"PCC DRIVEWAY (CLASS 520-C-2500) to 5 0 10 20 30 F i o 11 DRAINAGE THROUGH BLOCK AW rALL a o e O DRAINLL POP-UP DETAI DRAIN PER PRIVATE O9 CONSTRUCT SWALE 4t 1% MIN.TO 4%MAX. 12 DRAINAGE UNDER GATE U00 bV 9/2C��6 GRAPHIC SCALE 1"= 10' h BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIV SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESL LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 04'4Z 9a9.saa.o7o7 PRIOR TO CONSTRUCTION. 14 RIVERSIDE COUNTY DESIGNATION:ST ALONG n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 UNAUTHORIZED CHANGES OF a± DESCRIPTION:CANYON MILES NORTHEAST ALONG ENGINEERING COMPANY ri,kengi......g.com PRECISE GRADING PLANS RAILROAD CANYON ROAD FROM THE CALI. BARRY J.COWAN T CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 INTERSECTION OF RAILROAD CANYON ROAD r^ orange San Diego-Riverside-San Luis Obispo Bakersfield Sacramento-PMenp-Tucson CANYON HILLS PHASE 8 - PA 2 D BEFORE ///111 46568 x RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „ AND STATE HIGHWAY 71,122.0 FEET +++ YOU DIG' ,t y/ O �,No * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, /.a..�.� l Z?« BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. o 6 0 FEET SOUTHWEST OF POWER POLE FILE N0. m a •1853732E,1.0 FEET NORTHEAST OF A 1�00-227-2600 BRAD FAGRELL,RCE°939 DATE Jj. CIVIL N 2 CITY ENGINEER 4)f. �� 27�� SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAUf PRECISE GRADING TOP OF CONRETE POST E-14-70. Call at Hast 2 working da DESIGNED BY: DRAWN BY: 0 0 I ys prior to excavating. BY: BARRY J.C AN,RCE -C46568 DATE DATE: SEE SHEET 12 1489.49 TE 1496.77 0�• �FG 1497.50 \ / \ FG 1489.60 6 •`a OF=0.0 FG FL ` M�; IE 1495.77 Q„ -� / f OF 0.0'O FG 1490.00 1497.1"4 TS 1498.47 1F FG 149T.80 \ 3.0"STEP 6- \ 1492.10 0-/ BS 1498.22 ti � FL •� .; S / FG 1492.40 9 \ 9 ! `\,� 5=0.6% 5 d NTS 1498.47 FG 1497.80 FG 1492.40 FL HP r 1489.30 `�\ BS 1498.22 )�� FG 492 4 0 FG 1489.60 h FL HP l �b,,,,a 1497.50 4 3.0°STEP IF=0.0' , '°'w,•...,.,.,,...�. FL HP READ f /FG 1489.60 \ ~ X FG 1490.00 ,°t,2�. ^ 1497.50 DF-0.1' t h9 BLDG 258 So �J 1497.80 \` ti k FF 1498.47 k � � r FG 1490.00. FG 1497.80 PE 1497.80 \ + �d[ OF =0.0' FG 1489.60 [J� 1489.70 ` �r�= �149000 \TO 1497.00,,, �/FG 1492.40 1g907F M l/ OF=0.0' k �/ ��\ o FL HP 7 IE 1496.00 9 / // 1497.50 �\ DF=0.0' //" FG 1497.80 �/ FL HP / / -�-� \\ /11 BLDG 238 r 9 + ,s � FG 149t80 \�FG14�91010,FG 148990F4 9DF=0.1' � \ FG 1497.80FF 1490.67 k e PE 1490.00 spG2 \\ ! •2- PLAN 3 12 / 12 k r \�\ r \� + + // TS 1490.2T FG 1489.90 FG 1489.60 �/ 1491.50 �' / 9 xt. r 1488.96 BLDG 237 BS 1490.02 M OF=0.1' FG r ~ 6 + BLDG 2 FL GB 61 ' � �DF=0.5' ,/ - PE 1489.60 REao 0 9 \ 1489.30 FG 1497.80 r )(/ f 148a.6G •/ M' �� d PE 1492.40 o FIL GB PLAN 2R i X r / ?,0, FL HP FG 1489.60 ' L' 11 PLAN 2R FG 1489.50 �_ \ '°\J�FG 1490.10 �/ /�� \ 12 TS 1490.27 ^/ k OF=0.1' /s Y \ FG 1491.90 f r �� . r '"�� + FG 1491.80 / 11 OF-0.5' �% 1. FG N89.20� BS O,Sf2 TS 1489*77G r / DF=0.4' 3.0"STEP BS 1'S E Gp ! FG 1489.60 �� '\ FG 1491.80 y 2 5.4'STEPS q: 1489.06 / OF=0.0' / e,• r 11 REO'D 8.Z r \\ 7.§ FLTS 1488.31 \ \\ '� 1490.3 7y \,\ 8 \ BS 1488.31 TS 1490.67 M '\ FG 1490.10 // ti �o. 0 1488.96 BS 1490.42 FG 1489.60 9 \ 1491.38 � 3 6.0°STEPS r r -`r ��' ti / \ \�, FG 1491.70 BLDG266 FL GB FL GB I�( REO'D 11 FL GB 3.0"STEP BLDG 236 TS 1490.27 DF=0.0' FG 1490.10 ` FG 1490,10 OF=0.1' vFQ-� FF 1492.47 TS 1490.24 BS 1490.02 FG 1491.80 FG 14ON BS 1489.50 FF 1490.67 OF=o.o' � --i� PE 1491.80 � r OF=0.5' r FG 1489.50 PE 1490.00 0 1 3.0'STEP FG 1489.50 FG 1490.50 TS 1492 47 r N OF=OS' 2 4.4"REO'D b! 12 M RED'D DF=0.1' / v° 1489.80 / '\ '�- \ BS 1492,10 PLAN 3 /yo- W 10 3,5% W Gp PLAN 3 l 12 Gp / FL HP i \ \ / W UJI .-- �\\,,, F q g 1 4.4'STEP y 1 _ moo ^�� 1FL GB i\i `�% \�4B9S2 FG 1489.20 r 9 F9g�Op FG t489.30 o ti 9 / `\ REu'D� �f a�•.0/ +� W TS 1488.20 0 \ j '/ TS 1489.39 0 f OF=0.8' BLDG 235 OF=0.3' TS 1492.47 \L S 01• BS 1487,92 BS 1488.22 v 11 \\ �\ + .P BS 1492.22 W Q a 1 3.4"STEPS r FF 1490.27 TS 1490.27 FG 1489.60 \\ o- 3.0'STEP FS 1491.68 o� i W W F5 REO'D 2 7.0"STEPS FS 1489.35 0 r 14aa.se PE 1489.60 BS 1490.02 OF=0.0 r f \ FG 1490.50 �\ W RE ^ °`f 1488.64 i �' 3.0°STEP \ FG 1490.10 DF=0.0 / B O/ FS 1492.04 y, s- U) FL GB PLAN 1R i TG 1488.78 �0 + O N -/ FL GB f TS 1489.94 7 DF-0.0' o; y j 8 0 r FG 1489.10 IE 1487.78 \\ /� r 0 1490.20 FG 1491.30 ff OF=OS' IS 1489.44 ► \ 'o' DF REaD STEP g '�, FL HP 11 TS 1491.77 1A �f \ 1989 FG 1490.00 / i BS OF=O.Y / 2ttz 7.0"STEPS •9% 4 `�9 N1490.76 REOD FL GB .�2'8�� /m FG 1489.60 r Gp 9 \ 4 ' d 74 ,p910a %: OF=0.0' i A\ A ES �� BS 1490.52 ��O y S2 M _ \� .FG 1490.50 BA .0"STEP FG 1490.50 a 13 „o �• \\ FG 1489.30 11 REO'D BLDG 234 9 r \� �� ' R" � T RIM 1487 99 2.7% OF-0.3' FF 1490.77 1489.03 > A �FG 149050 - ,�qe1'� 6 TE 1488.44 �! FL GB TS 1490.77 cF P PLAN0210 N. Goq, r m xBi F��ti1.a FG 1181.10 BS W90.52 F, = 30" OF Of . STEP '>q9 12 1g9G V 0, 12 .� ' 44aa•1T v2� FG 1489.70 BLDG 233 9 .`Z ° r ' FS FS 1488.21 10 V \ DF=0.4' a ,. TS 1490.31 A 1489.46 FF 1491.17 TS 1491.17 9S 1488.81 r r FL GB PE 1490.50 BS 1490.89 4 (TYP) 3 6.0'STEPS oA' 1 3.4"STEP RED,D 1499.10 ,� FG M9o.00 PLAN 3R •.� REo'D H q\� FL GB OF=0.5' i TS 1491.17 4488.76 14BB.39 10�P B , ;.,Ay`\�A, l f f% BS 1490.92 A 1 N. R, �3.�TEP FL GB - - - - '. /'� VS 1488.AC P q5%f „`",I� \ X990,69 FS 1490.4T r CrA n 0 tib � All 11 - f p2i ES 1 TS 90 BS 14 .36 53 1t . FG 1490.50 2 7.0"STEPS + REO'D 1489.43 e 10 FL GB a� w v r S ` F CONSTRUCTION NOTES SEE SHEET 18 m� d O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED s N m CITY OF LAKE ELSINORE STD.NO.211 so & <E O INSTALL 4"PVC DRAIN PIPE•0.5% MIN. OB CONSTRUCT 6"PCC DRIVEWAY (CLASS 520-C-2500) 10 5 0 40 20 5 0 11 DRAINAGE THROUGH BLOCK WALL o _ O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN.TO 4% MAX. GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 0 MO pjV 9""M - 12 DRAINAGE UNDER GATE m i BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 25GlfTH POINI'E DRIVE-SUITE 275 J-14905C CAUTION:LOCATION Of EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.873(NGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH UAKFFOARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L SIN O R E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESSI 949.58&0707 CA 9263o PRIOR TO CONSTRUCTION. 15 m o RIVERSIDE COUNTY DESIGNATION:E-14-70 s CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. + DESCRIPTION:2.7 MILES NORTHEAST ALONG fy� (FAx)949sea.m°9 UNAUTHORIZED CHANOES� OF RAILROAD CANYON ROAD FROM THE �, ENGINEERING COMPANY rickengineering.com PRECISE GRADING PLAN S CALL BARRY J.COWAN f �f�f CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 6L INTERSECTION OF RAILROAD CANYON ROAD q� r^ orange San Diego-Riverside-San Luis Obispo-eakersfeid-Saaamenfo-PMen&-Tu<son Fr AND STATE HIGHWAY 71,122.0 FEET BEFORE m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE C A N Y 0 N HILLS PHASE 8 - P A 2D 46568 Y0°°'a' TR 36118 LOT 4 No. S NORTHWEST OF RAILROADCANYON ROAD, 2 / y * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6.0 FEET SOUTHWEST OF POWER POLE `� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD fAGRELL,RCc°439 DATE J) CIVIL �! ��// MARKER POST,A BRASS DISK SET IN THE CITY ENGINEER qlf /� - Qhl�ze/(> SCALE: SHEET SPECIFIC 77- UNDERGROUND SERVICE ALERT CHECKED OF CAVN PRECISE GRADING 0 0 TOP OF CONRETE POST E-14-70. CaH at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: 6Y: BARRY J.C WAN,RCE "C46568 DATE DATE: R SEE SHEET 13 T \ ' TS 1494.IT FG 1494.00 \\ FG 14=0.1' FG 1492.60 •.a �Z.�1491.90 1492.50 F, - ` g/ \ BLDG 217 ,a / DF=0.1' DF=0.3' \\- �� o S 1 O'STE2 FG,4=0.10 FQ FL GB \ FL GB \r B ky79e a \ fF 1494.67 1 3.0°STEP _0.1,/ FG 1494.70 9 FG 1492.90 0 BLDG 264 i \ FS - `� c,� PE 1494.00 10 REQ'D ��' OF=0.01 FF 1493.57 FG 1492.90 \ 7gsts7. a'ry \\ PLAN 1 a X \ ` TS 1493.24 PE 1492.90 - �y �• 3'Q \y FG 1492.40 9 •..0 BS t492.74 PLAN 1 1 _ 580, i9 ✓ X ✓ `- 4 10 11 1 6.0 MEN D S•y� Br \. - FS 1491.I3 FS T 9% ✓ 1.S/•✓ r 11i FG 1493.50 �/ 3.0 FG 1494.T0 TS 1493.7 Na , = 1gg2 IS �i OF=0:5' 1492.98 12 X ✓ OF=0.0' t TG 1492.04 _ �.2� FL GB 12 T IE 1491.04BS 1493.32 �Q 9 R . 3.0'STEP FG 1492.40, G 1492.90 \ a F D DF=0.0' r © S>q�7S A ✓ 1493.62 8 a ✓f FG 1494.20 FL GB \\ S.O, 1494.40 4 (TYP) o= DF=0.5' FL HP S=fo% 5 '� / ✓ BLDG O 10 `' o/ _ ' FS 1f A FF 1495.37 TS 1493.01 0. F OF 0�5' �� 7ggI3S A �y �00 A \r PE 1494.70 �> �� FG 1494.70 tie BS M92.82 i' C1 po B PLAN 3R a° 13.0'STEP 9 11 ZN REQ'D 1491.32 __ _ ® .�P FL GB�� r TE 1491.66 0' S' s, HE 1490.66 8 �; ((1 f 0 BS 1494.75 FG 149110 1 2 3.7"STEPS TS 1493.07 DF-0.3' A, 7 .1ar� • ° FS 1494.33 Z,OA FG 14 TS 1495.37 \ / BLDG265 TS 1494.94 REO' j/ 85149512. D FF 1493.07 ?� 3.0""STEP BS 1494.51 3 0 STEP FG 1494.70 aq'1- TS 1482.61 - .,�,1 �ti. ; � �� 25L .a PE 1492.40 BS 1491.11 0 TS 1494.38 1 5.2"STEP t / PLAN 2R FF�� 3 6.01STEPS - , -, w,.,, s r C" - �0 t �p� 10 BS 1493.31 RE i J V/ REO'D� - - F / - F� - 2 6.0'STEPS, ✓ y ai ii a '' a'` o j / ,r 2 ,7.� o \ pp REO'D ✓ /t JJj fP FC 149t90 DF-0.5' t FG 1494.70 ~ >• �B F 1493.66 / f FL GB� DF14 05 4hH 10 \\ � 1\t, � ~ .�\ r r � 1t rcr f 0 11 ` d/ 1 FL'GBH 4 ._ f TS 1494.73 i493.61 ti f 11 Ln BS 1493.23 ` - \ RIM 1493.12 FL GB p t ` 3 6.01STEPS ^c REO i FS 9 'D 1, .5°� ^p��.,..; /p I W 7946/ ({ { .FS 1494.65 8 ��i i��y'itlt,�. A,: {I lri r FS 1494.94 LLI ^ Z TS 149507 .�, a� �1• \ /" W i y� BS 1495.12 3.0"STEP (n TS 1495.37 Nf FG 1494.60 6 3 445TEP BLDG 221 DF o.r FF 1495.37 pF os20 REOT �q PE 1494.70 FG k94.70`\V pry PLAN 3R -1493.66 l . j -v OF=0.0' �\ SO FL GB - 9 j ! \\ \\ 9 If 10 p J - h - TE 1411.80 r S=Lo% 5 FG 1495.00 IE 1492.80 6 - '.�' 1494.40 1 0M l IE f FL HP h� 7 149.18 �'h• I - tt FG 1494.70 IE 1493.18 1490.73 FG 1494.7o TS 1495.34 T v 91. FG 1491.80 - B'.8"STEP ^a� O�V �p�i� lr t S FL GB \ L 1494.94 �b ee FG 1494.70 r TS 1495.67 �9y FG 149130 ,1 f FG 1495.00 BS 1495.42 �Og 10 OF-p 5' 9 \ d 11 OF=0.01 "STEP `v9\ N0 0\• rt'T ` t1. - TS 1492.01 / + "�' FG 1494.7010 ii BS 1490.51 + / OF-0.3' o\. z 3 6.0"REO'D TEPS !\ / 9 ^ TS 1492.47 FG 1495.00 f FG 1495.00 C,�. FG 1494.50 1494.31 FG 1494.90 FS 1495.11 t r o ,1g8g 68 �0 OF-0.0' OF-0.1' q BLDG 220 DF=0.5' OF=0.5' BS 1492.22 7�<�� /�% °� FF 1495.67 1493.98 FL GB TS 1495.16 / rr 3.0°v 3Q- \\ y PE 1495.00 FL GBS W94.66yc16A""STEP\\ PLAN 1R f FG 1495.40 REOTBLDG22FG 1494.7 \ \� ^�� OF�.0' TS 1495.61 pl ^f� , 4 (TYP) f a /tiS TS 1492.47 J\\ �\ TS 1495.6, BS 1495.28 pS FF 1492.47 BS 1492.22 �'\ FG 1495.00 .0.\\ \\ BS 1495.44 / TS 1496.07 1 4.0'STEP 13.0'STEP `\ \ /� 9 ��/" 13.0"STEP 12 / BS 1495.82 REO'D o�..._.,, o cF PLAN 2 REQ'D \ -� /76. REOT �3&STEP , CONSTRUCTION NOTES SEE SHEET 19 O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4°PCC WALKWAY PER MODIFIED s OS INSTALL 4"PVC DRAIN PIPE 0 0.5%MIN. © CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) CITY OF LAKE ELSINORE STD.NO.211 _ to 5 o to zo 30 `g c 11 DRAINAGE THROUGH BLOCK�/WA��LL�L a O INSTALL DRAIN DETAILPOP-UP ON DRAIN SHEE EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN.TO 4% MAX. 10' g DRAINAGE UNDER GATE /NVG OV 9/26//4 - GRAPHIC SCALE 1"= a;°m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTH POtNTE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E IAKE FOREST,CA 92630 "5 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C' 04'4( . 9a9sse.o7o7 PRIOR TO CONSTRUCTION. 16 m o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �4 ur (FAX)949.588.0709 UNAUTHORIZED CHANGES, OF *m DESCRIPTION:2.7 MILES NORTHEAST ALONG „'�, ENGINEERING COMPANY rlckengineering.aGm PRECISE GRADING PLANS RAILROAD CANYON ROAD FROM THE IF CALL BARRY J.COWAN r, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE C A N Y 0 N HILLS PHASE 8 - P A 2 D 22 INTERSECTION OF RAILROAD CANYON ROAD BEFORE ,.n /1 n ¢ 46568 s ��"Be San Dkgo-RNerske-San Luis Obispo-gakeeld-Sacramenm-Pooenlx-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESEAND STATE HIGHWAY 71,,22.0 FEET - r0U DIG' /N.1�/.�•N�'.VV` `V �' * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 4SHEETS NORTHWEST Of RAILROAD CANYON ROAD, � n BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. / 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. s - BRAD FAGRELL,RCE•43920 DATE J} CIVIL �! 1653732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER '�lE• pQ� C{�.,�.�..-- l8 to�/i SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVVF PRECISE GRADING ff�� .�a 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 sC46568 DATE DATE: v6 SEE SHEET 14 ~ 1490.40 g\\ FC 1490.70 FG 1490.30 �1 TS 1490.47 ( ! \ \\ FL HP A� OF=0.0' DF=0.0' �' �`R,F BS 1490.07 _ 99p0j 14.8'STE-P - 2g•F 1r,; l,7 g J "off, 1490.00-FL HP' / / , ` 1 �� // FG�490.30 \ -\\ .,\FG 1490.70 ,k�/ h� ! it �`7"�� 148G82 FG 149080 ti FG 1489.80 / S TS 1488.50 t0 LV FG 1489.90 BS 1488.19 FG 1489.80 4 (TYP) r ~ �J f h Q_� FG 1489.90 RED STEP E 9 / / V 1 TS 1490.11 \\ FFG1490.30 / 1489.50 FG 1489.80 a V REO'D"STEPS \� J / !/� \ FG 1489.80 FL HP TS 1490.57 CFF,�\ BS 1490.3232 7q 3.0'5TEP 9pOj v�tii i4 9 l � f FG 14B9.eo ,a � �o�� 3° � p/ \\ BLDG 232 FF 1490.57 Bs TS 1490.32 PE 1489.90 1 3.O'STEP cFq PLAN 2R STE / / REDID g9032 \\ \ \ S j00 s OF=0.1' W N201 ? FG 14B9.90 \ k 1 1489.60 FG 1489.90 / W FL HP Lu rk � cn 4 (TYP) 7 T o PA 2C0 - _ -- -== % o I ry $� CONSTRUCTION NOTES O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED - CITY OF LAKE ELSINORE STD.NO.211 a s o 10 zo so OS INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. © CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) - - - - a 11 DRAINAGE THROUGH BLOCK WALL - o a © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1% MIN.TO 4%MAX. O AUKm GRAPHIC SCALE 1"= 10' � c m DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE 'I '^ BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: zsouTH PoiNTE GR!VE-1.-T z7s J-1a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L SIN O R E p. ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR LAXE FOREsr,cA 9zeso Eswsi�4! 949.588.0707 PRIOR TO CONSTRUCTION. 1I7 o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. g� ,� FAX 9a9saa.a7o9 OF F DESCRIPTION:2.7 MILES NORTHEAST ALONG o .`.•y 'ym ( ) Hi keng;nee,;ng.... UNAUTHORIZED CHANGES PRECISE GRADING PLANS �a RAILROAD CANYON ROAD FROM THE BARRY J.COWAN a' ENGINEERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE m CALL ¢ Orange San Diego-Riverside-San Wis Obispo-gakersfleld-Saaamenlo-Phoenix-Tucson CANYON HILLS PHASE 8 - P A 2 D 2 2 o INTERSECTION OF RAILROAD CANYON ROAD Rd� s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „ AND STATE HIGHWAY 71,122.0 FEET ^"� BEFORE, 2 �, 46568 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS P YOU mc! 4 t PREPARED UNDER THE DIRECTION OF: b NORTHWEST OF RAILROAD CANYON ROAD, * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER: FPE N0. 0 0 6.0 FEET SOUTHWEST OF POWER POLE 2 BRAD FAGRELL,RCE•43920 - DATE CIVIL Q ww •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 CITY ENGINEER ��lF rya Q ,�..� q� t016 SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVYV PRECISE GRADING - 0 0 o TOP OF CONRETE POST E-14-70. Call of bast 2 working days prior to excavating. DESIGNED.BY: DRAWN 8Y: BY: BARRY J.COW N,RCE-C46568 DATE DATE: SEE SHEET 15& 16 - 03 �r,,..N a cmFl.n �..� XG ..as AA�06 ` / 8 0 8988 ♦ BS 1492.22 - ,<. 1.�' ,a •2i ,.=5 .`Y/ IS 1490.53EP 11 p5 14 B�• BS 1489.36 FG 149050 2 7.0'STEPS REQ'D 1489.43 15 10 ts'/. FL GB �p�q. �• � BLDG 222 Ts 1492.47 ,vp00• 2 - �r /,ate FF 1492.47 PE 1491.80 BS 1492.22 13.0'STEP PLAN 2 REO'D 1488.82 ---:•0% 12 \S) - 1490.68 \�n FL FG 1.20 GB ~12 FS\A8W 1489.96 FL GB 1-=0.6' OF .6 \� 11�6• ��,p0�• : FS 1489.63 FL GB 9 2ti 1 IS 1488.50 10 1p00� - o� 10 FG 1489.90 BS 1488.19 F`' ,vim FS 1489.$7 �r o" FG 1496.5o 12 - FG 1489.90 13.7'STEP 4 # REO'D ® p�0y� } •, =0.5` 12 '�o" j IS 1490.11 �S �I �FS 149t00 ,�� BLDG 223 t BS 1488.61 ^p• o T ,�a°• FF 1491.67 J 3 6.0"SrEPs m i 61. _ _ ^� 2s• �'� PE 1491.00 - / REDID `' d �; FG 1491.70 ro p00 TS 149t07 �: F TS 1490.57 r'F'F,\ s j �" S^ - BS 1489.90 FS 149t24 PLAN 3R .o" I A F RtM i48e.z6 / BACKWATER VALVE 8501S90P32 1q9 Oj REO'D REQUIRED +� \� t 9 FG 148950 _ _ a2 FG 1491.80" / /DF=0.4' i' - BS 1491.42 IS 149t6 DF=0.0' FG 1490.50 BLDG 232 1488.90 •p 1 � 3.o'srEP \ \ h FF 1490.57 fL GB DF=0.5' Q- Ts 1490.57 PE 1490.57 \ 1489.96 i FG 149t00 + BS 1490.32 ,(9 FL GB � DF=0.0' 1 3.0'STEP R, PLAN 2R l/v \\\ 2^ �o?y_ _ 11 I 1491.42 1 REOD 799p / 12 p0'' 1 3.0 STEP REO'D 32 �g \ k � FG 1491.00 f M IFG 1489.90 PE 1490.40 pee'9 \ \ 9 r '�• \\ FG 1490.90 ~ �\ OF=0.1' /(/1 1490.70 ~ 6 o FG 1489.80 / - / r P (W Lj j w ~ °j DF=0.1 / bq �� // _? FG 1489.SO 9 �' /� 1489.60 FG M89.90 / \ 'vp ., FG W91.00 �J 5'.0% W I� \\ �g ..- G231 - SEE 5 W LL FL HP \ DF=0.0' \ \ d N �' >� PRECISE GRADING PLA 1 '� � ti k PE 1491.00 S�p090 c 4 (TYP)� FG 1489.90 _ FG 1491.00 TE 1491.40 BLDG 230 - SEE MOD 6 IE 1490.40 PRECISE ADING PLA S i 10 4. G BLDG - -. - 93 PRECISE GRA ING P FL GB a � 0 11 FG 1491.50 h\• OF=0.5' TS 149221 :.;. BS 1490.71 3 6.0"STEPS REO'D IS 1492.67 BS 1492.42 3. v0"STEP SV IS 1492.67o,�% N1 f BS t492.42 a N f�. 9 1.3.0 TEP •,�� FG 1491.60 / 35 p\• �{� t REO'Df DF=0.4' ff CONSTRUCTION NOTES SEE SHEET 20 O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED s CITY OF LAKE ELSINORE STD.NO.211 Io 5 0 Io 20 30 $ SO INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. O8 CONSTRUCT 6"PCC DRIVEWAY (CLASS 520-C-2500) a 11 DRAINAGE THROUGH BLOCK WALL a @ a O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9O CONSTRUCT SWALE 0 1%MIN.TO 4% MAX. w - - GRAPHIC SCALE 1"= 10' c m DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE •µvA d V �1/$G/(6 - BENCH MARK: DIG ALERT J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a IAKE FOREST,CA 92630 w ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE OF DEVELOPMENT AND/OR - Q10A'4Y 94yg88mD7 PRIOR TO CONSTRUCTION. 18 RIVERSIDE COUNTY DESIGNATION:E-14-70 Fan CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. a`pp FAx1949sae.o7D9 +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG - y %' ENGINEERING COMPANY ( ricken gineerin g.com UNAUTHORIZED CHANGES, PRECISE GRADING PLANS OF m: RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN y, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 o INTERSECTION OF RAILROAD CANYON ROAD s orange SanDlego-RNenide-San LuisObispo-Bakersfield-Saaamenro-Phoenh-T_o RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2D AND STATE HIGHWAY 71,122.0 FEET '�® BEFORE /\ �, 46568 YOU DIG! ,CKJi 'Q_11C e * y PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T A SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, 9 27 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. 6.0 FEET SOUTHWEST OF POWER POLE BRAD fACRELL,RCE"4392 DATE -.) CIVIL �p m e, '1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER 'TF �'1' `�(v ,_ ( i IS SHEET SPECIFIC Qe- MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT - CHECKED OF CALIF "�_"1=J 'o PRECISE GRADING - ,5 5 o TOP OF CONRETE POST E-14-70. Cap at least 2 working days prlor to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE "C46568 DATE DATE: SEE SHEET 16 g 98 TS 1492.4T FG 1495.00/f FG 1495.00 cT FG A9456 149431 FG 1494.90 FS 1495.11 BS 1492.22 \ DF=0.0' // DF-0.1' 9 BLDG 220 OF=0.5' FL GB OF=OS' °� FF 1495.67 1493.98 r PS 3.0'STEP 3 �- FG 1495.00�1 // v T_� TS 1495.16 �?^ f PE 1495.00 FL GB / I p 1 1494.66 0\ ,^i e� } f f tt 15 v2 11 ,8' 1 Q D STEP PLAN 1R � f FG 1495.40 REQ'D FG t494.70 \ \ �� 9• OF=0.0' TS 1495.61 0� Mf l IJ BLDG 222 TS 1492.47 \\ �\ TS 1495.67 J BS 1495.28 aj / 4 (TYP) tI rt FF 1492.47 85 149222 FG 1495.00 Yp.\\ \\ BS 1495.42 TS 1496.07 1 4.0"STEP O o\ 1 3.0'STEP r 9 1 3.0"STEP 12 BS 1495.82 f REO D a f tt rI o PLAN 2 REQ'D REQ'D 3.0"STEP t r \� 68 R1490GB- FG 1491.20 �O, FG 1491.80 + FG 1495.00 FL G86 FL GB \ / r� II tI 0 FL GBH DF=0.6' OF=0.0' \ � � 9J 9, . �k Q 1 /9 SSA FIG 1495.40 8 .'�`>• \ 9 titi FL HP 1494.36 J rI i FG 1494.90 / �� BLDG 219 / t t o. �� FG 1491.80 FL t I FG 1496.50 12-�% OF=O.Y -�- S FF 1496.07 f t tt OF=0.5' S TS 1496.07 PE 1495.40 d! / 12 `.01 /� o. FG 1492.60_ �, BS 1495.82 CpR PLAN 2R `Y BLDG 223 f / 1 3.0'STEP FF 1491.67 + /� // \ �. / REQ D 7ygsg2 / FPE 00 PLAN 3R ' Via\�.f FG 1491.70 1491.HP FG 1495.40 j tt� rlt BACKWATER VALVE DF=0.1' ///4/\• FL HP \ \ / FG 1495.40 f fr \% REQUIRED + \\ / ! f j FG 1492.6o r J TS 11491.67 Nati \FG 1491.80\ ,�j / /�- �\ FG 1492.60 FG 1495.00 y 9, Irr ttr . BS 1491.42 •.p'' ` DF=0'0' / / / / �\ F 3.0'STEP / d ��\ FG OF 0.0� + J/ //�• \\ \ \ FG 1495.40 I t TS 149t67 9 FG 149250 \�! \,{�. BS 1491.42 DF-0.1' FG 1492.60 \�'O' 1492 30 1 3.0'STEP o 1,1 y��j\ DF=0.0' \\ FL HP \\, 1495.10 REO'D p• \ --------� • \ FG 1495 40 t I FG 1491.00 + FG 149L00 FL HP 0 } FG 1491.80, 11 \\a + \FG\1,493,10\ TG 1491.78 co /y f IE 1490.78 7 r 9 // f FG H92.30 �` FG 1490.90 / OF=0.3' W OF=0.1' / 1490.70 FG 1492.60 - LU // FL HP OF=0.0' FG 149 110 _ �\ // 1 '%T5,1492.94 TS 1493.27 OF=0.1' .1 w \ FG 1491.00 BS 149- 2 BS 1493.02 O,oq /.�� 1 FG 11493.10 I I rt ILL \ - pp=pip.- - 'gyp' 7 5.o°STEP S=1OX REO lv STEP TS U93.27 . 5 'D �99 BS 149'02 LU -�r `�h• '� 1 r I .-_ Jr N ..... �/ FG 1492.60 0\• 30? 1 3.0 REO'D SjlJS 9 c BLDG 224 ~ \ FG 1495.40 / FF 1493.27 / ra FG 149230 O,cF, PE 1492.60 /� FG 1493.10 a OF=03' PLAN 1 \ ~ " 1492.80 j FG1.00 12 11 FG 1493.W FL HP / - trt ttr It TE 1491.40 / •� \\ �5,4 l t I t t y IE 1490.40 0y/\• / ! fff td I 6 - 1 a i FG 1492.10 C,n 10 + OF=0.5' r 1491.76 //•\• H FG 1493.10 60 �\ ^ 1491.58 FL GB so/ Jy93 p r` Ir trt 8 s•/ FG 1493.H1 BLDG 225 j ti�4 PE 1493 10 Ts 14493.77 II IJ r yL BS 1493.28 rr I rI PLAN 3R I5.9"STEP t+l0 - 9� •\. LREO'D B0. TS 1483.77 t t r t / r 5 I� BS 1493.52 �a.' ri i::. y g9•a1b \_Nit 0 3.0"STEP rt t I tt tt 8 - QS V ob `' '•. .\. '/ TS 1493.34 ` ^`V/'0• eo� BS 1493.04 Ir 1 3.6'STEP 5 FS 1492.86-. ti\' REO'D S\A9\3 ® b� TS 1492.91 f J IJ rr tI i A BS 149233 / W o 17.0'STEP FG�1493. d I tI I rt rt REO'D I t 10 - _ 1492.25 FG 1493.10 JI t rt tt FL GB t I I Id Ftf t J t - t E`' RIM 149121 r r 4 (TYP) Itt rt IIf ttr - _ I. Aq9\e9 j JI tt t II It aD go CONSTRUCTION NOTES SEE SHEET20 O FENCING PER LANDSCAPE PLANS O INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 - g P 0 INSTALL 4"PVC DRAIN PIPE 0 0.5%MIN. O CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) to 5 o to zo 30 i o 11 DRAINAGE THROUGH BLOCK WALL o O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN:TO 4% MAX. GRAPHIC SCALE 1"= 10, o.1DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE /)4M GV 4/16//6 m BENCH MARK: REVISIONS APPRV DATE SEAL: z SOUTH POINTS DRIVE-SUITE 275 d-1 49o5C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ' ELEVATION: 1400.873(NGVD 29) DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHESSI FOREARE APPROXIMATE AND SHALL RE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q104q[ 949588.0707 GA 9263D PRIOR TO CONSTRUCTION. 19 o RIVERSIDE COUNTY DESIGNATION:E-14-70 e a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �d� (Fnx)949sag.o7o9 F DESCRIPTION;2.7 MILES NORTHEAST ALONG �%' ENGINEERING COMPANY rickengineering.<om UNAUTHORIZED CHANOES1 PRECISE GRADING PLANS OF 8882 L= RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 m INTERSECTION OF RAILROAD CANYON ROAD s orange San Diego-RI-Ide-San LuisCWispo-Bakersfield-Sacramento-Phenh-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2D AND STATE HIGHWAY 7L 122.0 CAN FEET a BEFORE 16 Na• 46568 PREPARED UNDER THE DIRECTION OF: T R 36118 - LOT T 4 YOU DIG! PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, Z7 * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. '18 FEET SOUTHWEST OF POWER POLE FILE N0. o,m a s1853732E,1.0 FEET NORTHEAST Of A 1400-227-2600 BRAD FAGRELL,RCE"4392 DATE Jj. CIVIL �r CITY ENGINEER '✓t[. SCALE: SHEET SPECIFIC 77; MARKER POST,A BRASS DFSK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVYF PRECISE GRADING ,5 0 TOP OF CONRETE POST E-i4-70. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: - BARRY J.CO AN,RCE "C46568 DATE DATE: SEE SHEET 18&19 � o �\ f mayv 10 IJJJ1 tj `., •FJ A } yA y� - *' 1492.25 FG 1493.10 FL GB TS 1492.6T �• oo-, \ ,� BS 1492.4992.42 '°•.\ QZ 1 - E r 4 (TYP) TS 1492.67 NI BS lj �2 » °�� I9 9 1 3.0'STEP �.�� FG 1491.60 35� p\• - 7,0 /{�pj� REQ'Dt/ DF=0.4' / /� QV/ F DG 228 1491.00 f FG 149L90 ©. FS 1490.81 q FL GB OF 0.5' /1 ,r F 1492.67 / J99? PE 1492.00 1491.36 .,`•� FS 1490.94 pp f F OF o a '? PLAN 2R �L ce OFF FFFFF .0• ��\��.111 10 "r+ a 12 �29�\ p\• TS 1492.37BS 1491.3T </ ty 2 6.0'STEPS FF 14 9 BL FS 149226 a;� FG 149z.00 \\ o 9 3.07 3.0 REaD �\ �' f c PE 1492.40 \ .. \\ o Fq•• TS 1493.07 ,f \ FG 149t9i �,• PLAN 3 BS t492.82TEP 0 0 1491 TO OF-O.Y f 992 3.0'STEP / FL HPG 1492.00 +� CB FG 1491.90 FL GB j OF=0.5' 11 -197 �F=0.0' 9 _ TS 1492.68 1491.93 o° BS 7'STE8 TS 1491.25 1 4.7'STEP OF 14 S50 � FL GB BS k9125 7I / REO'D 1 4d'STEP, f F 1492.40 OF=00' iTS1493.21REO'D ti\ 10 �ZNA9.•Z / / rrt J > 9 BS.0'ST1 I! rr REO'DSTEPS ^off\•Z O `If FG 1492.00 � \\ o /-y- � 1 t FG 1492.40 �� y TS 1493.67 OF FG 1492.30 BS 1493.42 .:- r•\•0.1 OF - = '� 9 3.O0 STEP ••J99 / / 1490 � FL HP HP FG 41 92.40 � TS W93.67 ,o� \ FG 1993.00 I O'STE2 BLDG 226 \ M REQ'DSTF� FF 1493.67 f+f q PE 1493:00 1 91..95 r r ` 4 (TYP) / 1y93 PLAN 2R f FL G8 �� ! \\ r t FG 1493.00 9? 4 TYP)/ rr rr \ FG 1492.40 ® FG 1493.00 �o \\may f Itt rtr \ \ \\\ .0 FG 1493.00 FG 149300 \ \ \\ 1 r t FL HP •�J' \ /y/FG 1493.00 •06 \ \ \\ FG 1493.00t / - r t r / CONSTRUCTION NOTES O4 FENCING PER LANDSCAPE PLANS O INSTALL 4'ROUND DRAIN.GRATE(NDS U OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED - CITY OF LAKE ELSINORE STD.NO.211 10 s 0 Io za so $ O5 INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. © CONSTRUCT 6"PCC DRIVEWAY (CLASS 520-C-2500) DRAINAGE THROUGH BLOCK WALL o O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1X MIN.TO 47 MAX. A' / - GRAPHIC SCALE 1"= 10' 8 w DRAIN DETAIL ON SHEET 3 12 DRAINAGE UNDER GATE wQA 6V 't��6 `t BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTHPOINTEDRIVE-SUITE 275 -t a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E LAKE FOREST,CA 92630 g% ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �44 gag seamo7 PRIOR TO CONSTRUCTION. 20 RIVERSIDE COUNTY DESIGNATION:EESSi -14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. r�9 fir• (FAx)9a9.5ae.o7o9 UNAUTHORIZED CHA NGEB PRECISE GRADING PLANS OF °m DESCRIPTION:2.7 MILES NORTHEAST ALONG - ENGINEERING COMPANY ri,kengi neerin g.com RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN r, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22 g orange an Diego-Rive ide-San LuisWispo-eake fled-Sa<amento-Phoenx-Tucon CANYON HILLS PHASE 8 - PA 2D mNo INTERSECTION OF RAILROAD CANYON ROAD Imo. BEFORE 46568 s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE g „ AND STATE HIGHWAY 71,122.0 FEET a-"'�Y You DIG! nn NO' PREPARED UNDER THE DIRECTION OF: PLANSLL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 4 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, �tp,QC Q 2Z 16 BY TiHE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ' 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. J} �! /L O1 m o. '1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FAGRELL,RCE"439 DATE CIVILCITY ENGINEER 4tf !70L�"k�Q Cfia,�....�. Zpj SCALE: SHEET SPECIFIC 77 77'WQ MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF cAo PRECISE GRADING 1�. - 6 6 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE 'C46568 DATE DATE: PA 1B PA 1B v 1 i i6ESS/UTI 4 , - bey - x x i / 1 Y 1 A � l j LOT LOT LOT 204 205 206 207 209 LOT W 208 ` — E (�f i LOT 202 203 — 210 T, - I 19 . r m LOT LOT LOT q 249 250 L / 212 / ! LOT LOT �f 247 248 �996 > fL OT R ~ r a t LOT a LOT L03 f� 7 •� LOT �� l 214 G; w 196 257 2�6 2�5 I, t 2LOT232 4 b-, a 12 � LOT LOT ; f � I a ' LOT 1 LOT a 2411 LOT 260 ` LOT 194 � � <� � r, \ �x A� —✓�11;—"�, ',� nor � � - �, 1� fir, _OT LOT 263 58 J If s 2O� ! �' f (' a `� LOT LOT�t y i \ 192 237 „ru o $ a f489 e A �y LOT LOT �a9 Z6 1 T LOT / \ r 12 / r��r i a d � � � -12f 21 1 f 1 L 12 � 3 8PA 2C � LOT li T 222 219 III i CONSTRUCTION NOTES QUANTITIES 11 TACKIFIER 382,447 SF - 8 P - 0 40 so 120—a<--•— 12 SILT FENCE PER DETAIL ON SHEET 4 7,948 LF 40 20 — 000=xx= 13 GRAVEL BAGS PER DETAIL ON SHEET 4 274 LF 106 ®V 4/a wl GRAPHIC SCALE 1"= 40' � BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2AOUTHPEESR1SO TEDRIVE-SUrrE27s J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHFORE - ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E LAKE ST,CA 92630 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q1akIZ LIM W. L9 949.588.0707 PRIOR TO CONSTRUCTION. 21 — RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 OF ENGINEERING +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG o COMPANY UNAUTHORIZED OF PRECISE GRADING PLANS _ y rickengineering.com } RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - P A 2D 22 iu BE INTERSECTION OF RAILROAD CANYON ROAD BEFORE .{7 ¢ 46568 > or"�ge San Diego-Riverside-San Luis Obispo-Bakersfield-Sazmmento-Phoen&-Tutson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „ NANDOR STATE HIGHWAY 7L 122.0 CAN FEET �� mu DIG! /S .w�V /1 q/ NO' y PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, hr^^.,+► '1 2`t BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RC€•43920 DATE J' CIVIL n_ � m MARKER PO 1.0 FEET NORTHEAST OF A 1-800-22 SERVICE CITY ENGINEER f4rf SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF cA�Y� EROSION CONTROL oo - o 0 o TOP OF CONRETE POST E-19-70. Cal at Isast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE •C46568 DATE DATE: (_LOT LOT - 2 s 19 ti 244 �, LOz \\ �y> 9 � x ) i � i t I > y L-0 t C 907 204 ,i LOT 025T� �96 LOT LOTLOT256 2552541z - L�0g2 " LOT 215 l r r qg3 _ j �a ,lV 12 x 261 n � t �L t 1 / �, T �12; / A��. - a......... ._-am. 4 rr 2O / r, 0. T. L If J ` 4 i 90 2O0 LOT f 4 58 l� • 2. � � . � � 11II 1 LOT of r, I I � 19� a 12 , 1 5 0T LoT r ~ ! \ Q 266 peril 1j f /► /t f J x°. _ LOT LOT �` � ` 4873 r 1 • j 1 LOT ,L r r�. � 1 r / SOT 149 PA 2C 89 LOT J 3i ar i a`� � � '°� ✓h 220 '' 1 i J 0 j� r LOT + / 230LOT / a 224 �� r• 2 ti I t i !i F 226 PA 2C `•\ , ®a ® s /`f i ! _ �i IF 11 CONSTRUCTION NOTES QUANTITIES ,:r.....i IS TACKIFIER 382,447 SF SILT FENCE PER DETAIL ON SHEET 4 7,948 LF 40 20 0 40 so zo w" 00-00000 13 GRAVEL BAGS PER DETAIL ON SHEET 4 274 LF - - GRAPHIC SCALE 1"= 40' � o� �10b bV q /wtb ♦Ib BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: z50UTH Po!N DRIVE-SUITEvS J-I a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS NAVE BEEN REVIEWED FOR COMPLIANCE WITH ESSILAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E ELEVATION:COUNTY SIGVD IO THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( 949.588.0707 PRIOR TO CONSTRUCTION. 22 - RIVERSIDE COUNTY DESIGNATION:E-14-70 rs CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.58a.0709 e OF $ +°m DESCRIPTION:2.7 MILES NORTHEAST ALONG e� H;ken - 9 wN RAILROAD CANYON ROAD FROM THE - ARRY J.COWAN s UNAUTHORIZED CHANGES PRECISE GRADING PLANS m - CALL ENGINEERING COMPANY glnee ring.com $ INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 s CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT E _ 22 AND STATE HIGHWAY 71,122.0 FEET w orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacramento-Phoen&-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 PA 2D YOU DIG' ":Y1. .1/ Q' y NO' ,� PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 4 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, (�f/�a.ut z 1re BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. o 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE°43920 -DATE J? CIVIL �� / m o. •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 CITY ENGINEER .�T(, OQa ?�g 20/ SCALE: SHEET SPECIFIC J�- - �'W' MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVYF — - EROSION CONTROL �v a 0 0 o TOP OF CONRETE POST E-14-70. Call at 6asT 2 working days prior to szcavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CO AN,RCE•C46568 DATE DATE: