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HomeMy WebLinkAbout16-488 to 16-515 CITY OF LAKE ELSINORE GRADING NOTES CONT... / 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND ALL BE 74 a PRECISE GRADIN LAN AND D WITH: PRELIMINARY GEOTECHNICAL INVESTIGATION AND GRADING PLAN N REVIEW: ROUGH EGRADING FOR N CANYON HILLS CANYON HILLS PHASE 8,VESTING TENTATIVE TRACT MAP •36117 AND 36118,CITY Of LAKE NEWPORT ROAD ROAD � ELSINORE,CALIFORNIA'DATE[)MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE CANYON HILLS PHASE 8 PLANNING AREA 2C (PROJECT NO.2-0020). SITE pp DRIVE 15 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF m TR 36 1 1 8 LOT 3 BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS-ARE REQUIRED,THE ELEVATION(WITH N RO, SCOTT AD SHEET INDEX - - RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT LOSt ROAD RO GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNDY ANYON 1 TITLE SHEET _ 2 INDEX MAP 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 gLINTON KEITH ft0A0 3 PRECISE GRADING.DETAILS ANY CONSTRUCTION/GRADING. GRADING NOTES - - 4 EROSION CONTROL DETAILS-&NOTES 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A 5-25 PRECISE GRADING 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 30'[N VERTICAL HEIGHT. 26-27 EROSION CONTROL CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP TOWNSHIP:ss RANGE:4W 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:10,11 TO ANY OPERATION. KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE BASIS OF BEARING 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES 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 4, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN 24• THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ENGINEER'S NOTICE 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 - - 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 B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF.WORK ON THIS PROJECT EXCEPTING FOR, pPPROVEDAND SHALL BE SHOWN ON THE PLAN. FILLING OPERATIONS. APPROVED, AND ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. - 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE - 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME APPROVED,SHALL BE SHOWN ON PLAN,AND,SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION - D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR - OUT TO THE FINISHED SURFACE. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED.OR RECORD - LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN STRUCTURES CONCERNED BEFORE STARTING WORK. EARTHWORK QUANTITIES (3)LAYER A.S.T.M.D-1557-70 TEST METHOD. ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE EARTHWORK: CUT 14.000 CY 9. 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. - EARTHWORK: FILL 14,000 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. - NET: - BALANCE- 0 CY 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO GROUND IS APPROVED BY THE SOILS ENGINEER. PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. NOTIFICATIONS - - 11 FINISH GRADE SHALL MBE SLOPED THEN AWAY X(FRO MUALL EXTERIOR ER ONE WALLS AT NOT LE NOT SS THAN %2"PER 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT F RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. NOTE:THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT(48)HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. 12. MINIMUM BUILDING PAD.AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS - 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. THAN 10',AND.27 IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF CITY OF LAKE ELSINORE 1-951-674-3124 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3124VERIZ - - - SOUTH N TELEPHONE 1-951-225-753 13. PROVIDE 5'WIDE BY VHIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. SOUTHERN CALIFORNIA GAS COMPANY 1-909-335-7530 - 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. SOUTHERN CALIFORNIA EDISON COMPANY 1-714-796-9920 ADELPHIA CABLEVISION - 1-909-652-0020 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION.OF UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-227-2600 SLOPES. - GRADING OPERATION. - 15, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 32, ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE GRADING AND SHALL BE ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE N0.- CHARACTERISTICS OF THE SOIL. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO - SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ISSUANCE OF BUILDING PERMITS. ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND TO ROUGH GRADE APPROVAL. FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND LEGEND&ABBREVIATIONS SPECI ICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE - LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION:6/20/16 COMPLETION:6/1/17 REPO P M RED 0 S DEVELOPMENT. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL ul �357 6-��.blte LOT 3 OF TRACT NO.36118,IN THE CITY OF LAKE ELSINORE,FILED MAY 14 2016 IN BOOK 450 OF CURB& GUTTER........__............................C&G SEWER............_...._............................................SEW SEWER LINE .........-.....__:..............................._5_ - BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS.THE LOCATION, EDGE OF PAVEMENT.......:...........................EP BOTTOM........,...................................................BOT WATER LINE..................................................._W_ (SIGNATURE) (GE NOQtkr4 .) (DATE) MAPS,AS PAGES 10.THROUGH 19,INCLUSIVE,AS INST.NO.2016-0194330,O.R.ON FILE IN THE OFFICE MATERIALS,AND DISPOSAL METHODS ARE-SPECIFICALLY APPROVED BY THE SOILS ENGINEER. FINISHED GRADE..._.....................................I FG RIGHT OF WAY.................................... R/W RETAINING WALL........................-................ OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. TOP OF CURB............-......._........................_TC CAST IN PLACE.........-................................CIP FIRE HYDRANT................_..........................ww ® &.8- 37. THE ENGINEER MUST SET GRADE,STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION TOP OF DIKE.............................................._..TO RECLAIMED WATER......................................RW WATER VALVE .................._..................i.......® ( GNATU (CEG NO.) (DATE) BEFORE APPROVAL. FLOW LINE.......................................................FL OUTSIDE DIAMETER......................... OD SEWER MANHOLE ......................................... RESPONSIBLE PARTY FOR PRIVATELY PORTLAND CEMENT CONCRETE...........PCC POINT OF CURB RETURN.........................PCR SEWER CLEAN OUT..................................... NG\NEERiNa QROFEssiON 38. GRADING PLANS WILL NOT 8E APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE ® o`� J M °F o tt AO ,� MAINTAINED FACILITIES BUILDING DEPARTMENT. ASPHALT CONCRETE.................................AC PROPOSED e........................................................PROP R/W.......................................................................---- FAO �4 °0 4``00 Rq F AGGREGATE BASE...._...._...-_.-_...................AB INVERT ELEVATION...................................IE FENCE...................................................... -- SiS °j o PARDEE HOMES 1250 CORONA POINTE COURT,SUITE 600 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) _.CENTERLINE.._.-............................................CL LAYOUT LINE......................................-..........LOL RECLAIMED WATER LINE......................... RW-' " No. '' m m PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. o e.P. w E"P a CORONA,CA 92879 PROPERTY LINE............................................PL CURB FACE..............-......-..............................CF - NPDES WDID•8-33C362205 DATE PERMIT ISSUED:10/10/2011 STORM DRAIN UNIT N0. ...................... (951)428-4400 $ EDGE OF TRAVELLED WAY.....................ETW -BEGIN CURVE......_._..._..............._.................BC a CHANNEL................_.........................................CH END CURVE.......................................................EC CONSTRUCTION NOTE ITEM NO. ....... 61 TgrFOFCAUFo�r ,TepFCACAU N opp 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS F F - S FG 6 BACK OF WALL.................................BW EXISTING............................................................EX PAD EXTENTS ......................................-- ENGINEER/CONTACT PERSON SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO - FG 0 FACE OF WALL.................................FIN EXISTING GRADE/GRADIENT...................() STORM DRAIN LINE...................................o000 REMOVAL AT OWNER'S EXPENSE. m a FACE OF CURB...._....-............._........:...........FC DIRECTION OF FLOW..................................�. LOT BOUNDARY..................--...._..............._. ,„,.,�„�.„, OWNER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, o w - A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. Q'O WATER ...............................................................WAT DAYLIGHT LINE....._.......................................-II- PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. WDID ° 8-33C362205 g N N _ STORM DRAIN......::_...................................SD TOP OF SLOPE................._..-._.........__..._.. �- ." 1250 CORONA POINTE COURT,SUITE 600 170 NORTH MAPLE STREET,SUITE 108 /;J�a...-�Q� (p�{o t sp►(' TOP OF GRATE ........................ TG TOE OF a SLOPE ............_........._............,- CORONA,CA 92879 .CORONA,CA 92880 - w- - - BARRY J.COWAN,RCE N0.46568 DATE + TOE ELEVATION.................. ...................TE SUBDIVISION BOUNDARY...........................------- � (95A 428-4400 (959)509-7090 - o FINISH SURFACE..........................__ ....................... 110b Qt/ C 2J/!6 ............FS PROPERTY LINE ..................._C- _ - CONTACT;TOM McCARTHY - GRADING PERMIT • 1Ir'S'8� o BENCH MARK: REVISIONS APPRV DATE SEAL: zSOUTH POINIE DRIVE-SUITE 27s J-I4906 CAUTION: OF EXISTING UTILITIES ON THESE PLANS SHEET DIG' A T F{R T THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE iV i1i�1..Jibi E59LAKE FOREST CA 92630 ' ELEVATION: 1400.873(NGVD 29) - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'4 PRIOR TO CONSTRUCTION. 1I 949.588.0707 RIVERSIDE COUNTY DESIGNATION:E-14-70 ax CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. e F,y (FAX)949588.0709 - OF mm DESCRIPTION:2.7 MILES NORTHEAST ALONG o „'�," %' ENGINEERING COMPANY rmkengineen ng.com UNAUTHORIZED_ CHAN(iE8 - PRECISE GRADING PLANS ®Q RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN y, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 > O"+nnge san Olege Riveside-san wl:o6nPn-sekersr m-secremenm-Phoenix-m«on RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 2ET AND STATE HIGHWAY 71,122.0 FEET mu DIG! / PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS uib NORTHWEST OF RAILROAD CANYON ROAD, /� BY THE PREPARER OF THESE_ PLANS AND THE CITY ENGINEER. TR 36118 - LOT 3 `r 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE"43920 DATE T .P CIVIL ! /�,, / FILE NO ry •1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 CITY ENGINEER J4TE• �� !igcx Q ( ,t,�,� 1gI10�20I(e SCALE: SHEET SPECIFIC - .. MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECgYD OF CALK BARRY J.COWA ,RCE 'C46568 DATE DATE: TITLE. SHEET 110 o 0 0 o TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating i I I I "s` '-s•',- Pa. ' t Wh y{ h Y k'f d ( i%}k,v r S a A 6 Jy .° r2 .; ire am mpp J f PA IA „ ;a.T� rle' ri, a a aT ,a�. fh` T w,t h k a *, x a E` / _ Q ' 55 77 �' rid " m ,I i _ L.i r - »F� yy� �� A -. cI7 F - , 9, � ^ `= `t'1YS ph. T f � 1 r ii _ - S" _ 6 ff 77, O �. 10mo �e ti e k PA 2 .. .:.� pt ,rj r t 21 Fr! C 22 '`�j 23 o „ o f ti �....tia�ty SIT Cyr u RAiLRO 24 i psr<! x. .' .' CANY4Nf74AU z v i r�Fh ' r ✓.�,. xi;;ia���= ter��h..�'r s;;_ "'� j �E INDEX MAP -- SHEETS 0 THRU 25 ' zoo 1100 0 200 400 600 o GRAPHIC SCALE P`- 200' tg a c 1W� oO m Vbo OY 4/23 ♦/6 BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: 2SOU7H POINTE DRNE-SUITE 275 J-74905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET % ELEVATION: 1400.E'MGVD 2W 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 ESL LAKE FOREST,CA 92630 �f RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'4( 949.588.0707 PRIOR TO CONSTRUCTION. 2 e e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. o DESCRIPTION:CANYON MILES NORTHEAST ALONG e o OO (FAX)949.588.0709 PRECISE t li I S E GRADING PLANS tQ. RAILROAD CANYON ROAD FROM THE EN G1veExlvc CoHranlY .I<Eenemeedns.<om UNAUTHORIZED CHANGES of CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C 27 'm2s INTERSECTION OF RAILROAD CANYON ROAD a o,an8e SanDego-R erside-SanWisObspo-eakersgeld-Sac2menW Phoenx-Tuoon BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE „-AND STATE HIGHWAY 71,122.0 FEET in �• YOU DIG! / PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS _ o NORTHWEST OF RAILROAD CANYON ROAD, (,9127116 + 6.0 FEET SOUTHWEST OF POWER POLE 6k7 BY THE PREPARER OF THESE?CANS AND THE CITY ENGINEER. e� g1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FAGRELL,RCE-43920 DATE a�. CIVIL FILE N0. CITY ENGINEER - '�Z(' l:/Q'iNq Q.(,.t..u.�.� (s/!O(ZoI� SCALE: SHEET SPECIFIC INDEX MAP MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED Of CAVN 6 0 o TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARR�OWAN,RCE•C46568 DATE DATE: ,W CONSTRUCTION NOTES QUANTITIES O FENCING PER LANDSCAPE PLANS O INSTALL 4°PVC DRAIN PIPE 0 0.5%MIN, 850 LF O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE DRAIN 21 EACH _ DETAIL ON SHEET 3 0 INSTALL 4'ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 38 EACH © CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 32,925 SF O9 CONSTRUCT SWALE• 1%MIN.TO 4% MAX. 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 7,294 SF FG q FG FG FG STD.NO.211 PER PLAN PER PLAN PER PLAN 4 PER PLAN z X o. \\ht r 'yry o 8 q � 10' MODEL 430 4'NDS POP-UP EMITTER ? _ 4.5'SIDEWALK MIN. (OR APPROVED EQUIVALENT) 2%MIN. FG o � � 20% MAX. w 3'MIN. COMPACTED SUBGRADE PER a - SOILS ENGINEER 7 y 6"MIN.COVER r r w 3'MIN. TOD AN tE T 2% MIN. GFR PER PLAN PER PLAN GFR PER PLAN INV.ELEV.PER PLAN - 4'PVC DRAIN PIPE FOOTING 20% MAX. 3'MIN. CRUSHED STONE DRY WELL PIPE SLOPE =0.5% MIN. 3'MM. TO A tE q - FF ELEV.PER PLAN � PER pLpN' FF ELEV.PER PLAN PAD ELEV.PER PLAN o PAD ELEV.PER PLAN POP-UP EMITTER DETAIL: SECTION DRAINAGE UNDER BLOCK WALL 3'MIN. 5 -; NTS NTS . % GEE PER PLAN GFF PER PLAN 3'MIN. , i GATE 10'MIN. 9 m 10 - ''44p 6 c BLOCK WALL SWALE® t X MIN. TO 4.0% MAX. 4'PVC DRAIN FG 0�92 PR x: �CAT ��°(q�P ��lgy P °lq�d 9°Cyr J PIPE L 4'NDS POP-UP EMITTER (OR APPROVED EQUIVALENT) 6'MIN.COVER a k� f00TING POP-UP EMITTER DETAIL: PLAN DRAINAGE UNDER FENCE TYPICAL LOT DRAINAGE - NTS NTS NTS J 30 4"NDS POLYOLEFIN POP-UP E EMITTER WITH U.V.INHIBITOR COMPACTED TOPSOIL NDS 1/4 BEND DRAIN ELBOW 1/4'LEACH HOLE DRAIN PIPE CRUSHED STONE DRY WELL POP-UP EMITTER DETAIL (NDS OR APPROVED EQUAL) NTS 8 ti a ig - V40 OV 61231 It, BENCH MARK: REVISIONS _ APPRV DATE SEAL: 2 SOUTH POINTS DRIVE-SUITE 275 J-149 Sg CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E - ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( 9a9sae.007 PRIOR TO CONSTRUCTION. 3 - RIVERSIDE COUNTY DESIGNATION:E-14-70 a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)9a9.5ba.o7o9 , OF $o DESCRIPTION:2.7 MILES NORTHEAST ALONG o %' ENGINEERING COMPANY UNAUTHORIZED CHANGES PRECISE GRADING PLANS RAILROAD CANYON ROAD FROM THE BARRY J.COWAN = s'oee�,os.eom m�S"INTERSECTION OF RAILROAD CANYON ROAD ��" n o,ae Sm Dleao-Riveniae-SmLuls Obispo-aake,mem-seoameMo-Pbomu-T— CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 AND STATE HIGHWAY 71,122.0 FEET ��; BEFORE ¢ NG, 46568 " RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2C � mn mc! �Q 1/�' / PREPARED UNDER THE DIRECTION OF: PLANS. AI_L CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 3 SHEETS 1 S NORTHWEST OF RAILROAD CANYON ROAD, 1...(/LQ.� � l0 Z * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. 61 m •'1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 BRAD FAGRELL,RCE°4352^ DATE •fj CIVIL �! CITY ENGINEER '�TF C$� ��Gk.M,1ti� 6 b ZOI SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALIF PRECISE GRADING DETAILS a 0 0 0'TOP OF CONRETE POST E-14-70. Cab at kaet 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: - BARRY J.CO AN,RCE "C46568 DATE DATE: �� i EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES All erosion control plans shall be in acccrdance with City of Lake - 1. The developer and his contractor one responsible for Elsinore Ordinance Nos. 802, 882. 772. 1258. 529. 1004. construction implementation and maintenance of the SWPPP-approved, site Best Management Practices (BMP's) and standards outlined within pre-qualified BMP's from the California Storm water Quality the Lace Elsinore Design Manual. No grading permit shall be Issued Association (CASOA) handbook/website for construction to - -� without an erosion control plan approved by the City Engineer. The retain sediments from areas disturbed onsite to the maximum erosion control plan shall include details of protective measures. extent practicable. The erosion control measures Include those including desilting basins or other temporary drainage or control shown on this plan and applicable SWPPP as well as any measures, or both, as may be necessary to protect the water quality - additional erosion control measures (e.g., hydroseeding, of receiving water bodies or to protect adjoining public and private nulching of straw, gravel-bagging, diversion ditches, retention property from damage from erosion, flooding or the deposition of mud basins, etc.) dictated by field conditions to prevent erosion or debris which may originate from the site or result from such and/or the introduction of dirt, mud or debris into existing grading operations. public streets and/or onto adjacent properties during ANY phase - of construction operations.. - 1. All erosion control plans shall be In accordance with City of - Lace Elsinore Ordinance Nos. 529, 772. 802, 882, 1004, 1258, 2. Storm Water Pollution Prevention Plan (SWPPP) shall be kept construction site Best Management Practices (BMP's), and standards on-site and made available upon request of a representative of SILT FABRIC - F outlined within the Lake Elsinore Design Manual the Regional Water Quality Control Board (RWOCB) -Santa Ana - Region and/or the City of Lake Elsinore. k ' 2. The developer/contractor is responsible for any discharges by 2'X2'STAKE SLOPE subcontractors. 3. Construction sites shall be maintained in such a condition that on anticipated storm does not carry wastes or pollutants off the o n 3. In base of emergency, call Robert Skands (responsible person) - site. Discharges of material other than storm water (non-storm at (951) 545-9858 (24-hair phone number). water) one prohibited except as authorized by an individual NPDES permit under the statewide General Permit-Construction 4. Devices to reduce erosion damage shall not be placed moved or Activity.modified without the approval of the Director of Public Works orin an emergency, by the person responsible far grading 4. Potential pollutes is include but are not limited to: solid oroperations. - liquid chemical spills: wastes from paints. stains. sealants. 6 - solvents, detergents, glues, lime, pesticides. herbicides, °'r TAMPED BACKFILL 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives, and asbestos fibers, paint . portion of the site that is necessary for construction. The flakes or stucco fragments: fuels, oils lubricants, and construction site shall be managed to minimize the exposure time hydraulic, radiator or battery fluids: concrete and related of disturbed soil areas through phasing and scheduling of cutting or curing residues: floatable wastes: wastes from grading and the use of temporary and permanent soil - engine/equipment steam cleaning or chemical degreasing: wastes - stabilization. from street cleaning: and super-chlorinated potable water from line flushing and testing. During construction, disposal of such TYPICAL SECTION SILT FENCE (CASQA SE-1) 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten materials should occur in a specified and controlled temporary (10) feet in height (temporary or permanent) shall be stabilized area on-site physically separated from potential storm water NO SCALE I if they will not be worked within 7 days. During the storm season, runoff, with ultimate disposal in accordance with local, state all slopes shall be stabilized 24 hours prior to a predicted and federal requirements. .storm event. Construction sites shall be revegetated as early as feasible after soil disturbance and within 7-days of completion. 5. Runoff from equipment and vehicle washing shall be contained at construction site and must not be discharged to receiving waters 7. Fill slopes at the tract perimeter must drain away from the top - -or the local storm drain system. of the slope at the conclusion of each working day. - 6. Appropriate BMPs for construction-related materials wastes, 8. The contractor shall be responsible and have signs posted on the - spills or residues shall be implemented to eliminate or reduce site to warn against public trespass into areas where water is transport from the site to streets, drainage facilities, or 5' Impounded. adjoining properties by wind or runoff. 5' of 9. Dust shall be controlled by watering or other methods approved T. Material storage and staging areas shall be established. Fuel LLy by the City Engineer. tank, portable toilets, liquids, gels and powders shall have. secondary containment and be stored away from all private me 10.PIagent of devices to reduce erosion damage within the - public storm water conveyance systems. sidewalks, rights-of-ways 2 BAGS development shall be shown on the approved plan. and flow-lines. - HIGH - 11.Desilting facilities at all drainage inlets for the graded site B. All portable mixers shall have plastic liners underneath with shall be designed for a twenty-five (25) year. six (6) hour storm gravel bags places on the down-hill side of the liners to 6 6' - Intensity. They must be detailed on the plans. Design and contain discharges. CEE WEIR WEIR specific recommendations shall be submitted far the following: a) Desilting basin volume based on gradient and nature of soils. 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. D ` b) The extent of all graded areas and identification of any temporary-soil stabilization measures. 10.AI1 construction contactors and subcontractor personnel are to ' be made aware of the required BMPs and good housekeeping measures o; c) Size of desilting basin outlet pipe and overflow. for the project site and any associated construction staging •- �' areas. d) Dike requirements. Show minimum wall width, slope of walls., i percent compaction..etc. - 11.Discharging contaminated groundwater produced by dewatering STREET INLETS groundwater that hasinfiltrated into the construction site is 9) outlet conditions from the desilting basin shall not exceed prohibited. Discharging non-contaminated groundwater produced by downstream limitations, with the exception of overflow, whichis dewatering activities may require a National Pollutant NO SCALE to be designed to provide capacity of 1.5 times the maximum Discharge Elimination System(NPDES) permit from the Regional design flow. Water Quality Control Board. 12.Necessary materials shall be available on-site and at convenient 12.Storm water runoff shall not be directed over any slopes without GRAVEL FILLED locations to facilitate rapid construction of temporary devices permanent down drains installed. Erosion and sedimentcontrols or to repair an damaged erosion control measures when a 50% BURLAP BAGS P Y including maintenance are required on all exposed slopes until 3 HIGH UNLESS chance or greater of rain within a 48 hour period Is forecast sufficient permanent landscaping has been established: 100% OTHERWISE NOTED -for Lace Elsinore by the National Oceanic and Atmospheric Agency - slope protection must be in place prior to the issuance of the (NOAA). final certificate of occupancy. 13.BMP's shall be maintained and inspected daily. All removable 13.Vegetation clearing and brushing activities shall not be - protective erosion control devices shown shall be in place at initiated during the wet season on any sites which are not -the and of each working day when the five(5) day rain probability adequately protected with desilting basins or other temporary - forecast exceeds fifty percent (50%). - - drainage or control measures. 14.After a rainstorm, all project generated silt and debris shall 14.Stockpiles of soil shall be properly secured with BMP's to NOTE:TOP ELEVATIONS OF GRAVELBAGS be removed from check berms, onsite public drains and pipes, eliminate or reduce sediment,transport from the site to streets. SHALL BE EQUAL TO ADJACENT drains and pipes of adjacent properties and desilting basins and drainage facilities or adjacent properties via runoff, vehicle _ TOP OFCURB ELEVATION the basins pumped dry. Any graded slope BMP's damaged during a - tracking, or wind. Stockpiles inactive for a period of 14 days rainstorm shall also be immediately repaired. Failure to provide or more shalt be covered: active stockpiles shall be covered - - - effective maintenance may result in penalties. SECTION � prior to a forecasted rain. . . NO SCALE - - 15.Discharging of contaminated soils via surface erosion is 15.Special attention shall be given to preparation and prohibited. installation of the Rain Event Action Plan (REAP) as required 96.Construction access points shall be stabilized with a based on site Risk Level or as mandated by the Santa Ana Regional of rock and shaker plates year-round to prevent combination Board NPDES Permit. General Permit-Construction Activities. track-out. Routine street sweeping shall be performed on all 16.At the and of each day of construction activity, all construction paved streets where tracking is observed. Vacuum sweepers shall debris and waste materials shall be collected and properly be used When street sweeping becomes ineffective. disposed of in trash or recycle bins. W 17.This site has obtained a National Pollution Prevention Elimination System(NPDES) permit to regulate municipal and - Industrial storm water discharges. NPDES WDID#8-33C362205 DATE WDID ISSUED: 10/10/2019 - - s The undersigned civil engineer, a qualified OSP and/or OSD will _ 18.review placement of erosion control and insure that work is in - - - _ accordance with the approved plans. - - AS 02 (Signature)(L Cense N_0 (Exp)(Date) = A10a 4v 6 23 fib BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SounHPoiNTE DRIVE-SUITE275 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 L A K E E L SIN O R E ESSIUKE FOREST CA 92630 .m n ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR F Q4'4 PRIOR TO CONSTRUCTION. 4 °o / 949.588.0707 RIVERSIDE COUNTY DESIGNATION:E-14-70 s m CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 4� (FAX)949.588.0709 r OF 6oQ DESCRIPTION:2.7 MILES NORTHEAST ALONG o `'�� �% ENGINEERING COMPANY .<kengveerng UNAUTHORIZED CHANGES PRECISE GRADING PLANS m RAILROAD CANYON ROAD FROM THE GALL - BARRY J.COWAN s m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 2 INTERSECTION OF RAILROAD CANYON ROAD s orange San Diego k<er.de-son w�:oni.nn-aake,�r<id s.,<.amenro Pheenu n«n C A N Y 0 N HILLS PHASE 8 - P A 2C �• i BEFORE 46568 RESPONSIBLE OR 'TABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET ur NO• PLANS AU CHANGES TO THESE PLANS MUST BE APPROVED SHEETS YOU DIG, T R 38118 - LOT 3 o b NORTHWEST OF RAILROAD CANYON ROAD, *- PREPARED UNDER THE DIRECTION OF: - - nZT BY THE PREPARER Of THESE PLANS AND THE CITY ENGINEER. FILE NO m 0� B.0-FEET SOUTHWEST OF POWER POLE BRAD FAG RE L,RCE°43920 DATE Jj CIVIL w. s f EROSION CONTROL 1853732E,1.0 FEET NORTHEAST 9F A 1-800 227 2600 - CITY ENGINEER 4lF 6Jfo y"/p SCALE: SHEET SPECIFIC DETAILS & NOTES MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CAU - --- o TOP OF CONRETE POST E-14-70. Cal at least 2 working days prior to excavating. BY: BARRY C WAN,RCE C46568 DATE DATE: 0� i I / I O r AH J (mil T (? FG 11498.20 - (TYP) 4 FL 1497.93 �O S F� FG 1497.85 FG 1498.40 ,1�498�10__ FLU' HP � 9/ p ��� FG 1497.90 1497.90 FL HP 1497.47 . FG 1496.20_ FL GB s FG 1497.90 a0�� FG 1498.20 \1 i BLDG 122 PE 1498.20 Fg 14s>.16 -� PLAN 3AR FS 1497.57 F G 1497.90 ` FG 1497.90 FG 1497.75 z Mti \2y � FG .0- FS k9i.�s FL 149 / so_ BLDG 121 ~ 696 •'e 1497.41 �, \ FG 1497.90 �Fe FF 1498.57 FL- GB P 0 PLAN 1C ) FG 1497.90 FG1497.50 90. O00�/ \ S 1496.8z ;, \ vs 3.00% 1497.57 y \a FL 1496.99 ,-- V FS 1496.72 FG 1497.70 �i• © - - FG 1498.30 ,5 FS 1497.05 TS 1498.22 FS 1497.32 FS 1497.66 - � 1497.35 / FG 1497.50�/ BS k97.13 O FG 1497.85 FG 1497.50 FL HP\ a - !( FG 1497.40 `2 STEPS " / �� p 10 N F'L 1496.92 DF=0.5' RED D FS 14 , -�' S f99jp4/ 1 1 ti --�/�� FG 1497.40 96.58 r � RI ,z-r"....-�. 0FS 497.52 4 (TYP) !/ a BLDG 120 _ 9 O, FS 1496.93 OF-0•Y FG_7498.30 q, 7 10 FS 1496.90 9i O. �a `+ FF 1498.17 \2• 1496.80 2 € p p FL 1497.19 ,� FQ FL GB \� \ ` FG 1497.50 PE 1497.50. \�({ FS 1496.8Q PLAN 38 FG 1497.50 FL 14%.58 i CONSTRUCTION NOTES SEE SHEET 6 &7P. j O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CO WALKWAY AL TY OF LAKE ELSI SAID PER O.MODIFIED 5 0 10 zo so c SO INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. © CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 1 0 a © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 -CONSTRUCT SWALE 01% MIN.TO 4%MAX. DRAIN DETAIL ON SHEET 3 'A/A I�b AT/ 6/ /�(� GRAPHIC SCALE 1"= 10' o m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH POINTE DRNE-SUIFE 275 -t49050 CAUTION:LOCATION OF EXISTING UTILIl1ES ON THESE PLANS SHEET ELEVATION: 1400.873(NGVD 29) THE THESAPPROPRIATE E PLANS EC SEEN REVIEWED FOR OND CONDITIONS OF DEVELOPMENT IAAN%OR NCE H QE�QV4 PRIOR RE APPROXIMATE T00 CONSTRUCTION.ON HALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E 5 LAKE FOREST,CA 92630 a RIVERSIDE COUNTY DESIGNATION:E-14-70 t CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. Z 9a9sea.o7a7 +o DESCRIPTION:2.7 MILES NORTHEAST ALONG c (FAX)9a9.589.0709 UNAUTHORIZED CHANGES PRECISE GRADING PLANS OF yENGINEERING COMPANY r c ke n g n ee�n R.c o m 27 m eRAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C L IN FERSECTION OF RAILROAD CANYON ROAD o,a�se san o�eso-eme,��de-san we owsPo-eake,�eem-sac.�menro-Nnoen�x-moonBEFORE t� 46568 a RESPONSIBLE OR LIABLE EGR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIG! �• PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS %N NORTHWEST OF RAILROAD CANYON ROAD, Z? * * BY THE PREPARER O THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 3 - 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. *1653732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE-43920 DATE J} CIVIL �? CITY ENGINEER 4lf �^'�"� d�lb/-it, SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT. CHECKED OF CAUL PRECISE GRADING a TOP OF CONRETE POST E-14-70. Call at bast 2 vorkln DESIGNED BY: DRAWN BY: - g days prior to excavating. BY: - BARRY J.C AN,RCE'C46566 DATE DATE: I ��� SEE SHEET 5 \\ % '151. FS 1497.05 TS 149822 FS 1497.32 1497.35 \\ FG 1497.50 BS 1497.0 , FL HP \ FG 1497.402 STEPS F SO FL 1496.92 G 1497.50 OF=0.5' RFG 1497.40 FS 1,9 -.� r --$% 9 Na�,�� BLDG 120 90- FS 1496.93 D~ F-0 5, RIM 1496.68 ., P FF 1498.17 'z% 1496.80 ? 10 199T FL 1497.19� - FG 1497.50 ��` PE 1497.50 FL GB .)y 6 FS �996.90 ,Op PLAN 36 FG 1497,50 FL 1496.58 FS 1496.80 1 O '(C 1496.93 FG 1497.36 f 1 �2� �.>` FS 1496.8096 149 F 1496.91 - Ey�I FS 1496.66 © % FG 1497.00 , FL GBHBO FS 1496.T5 i'' (TYP) 4 ;.N,' 149g ?9 FS 1497.2T 10 FS 1496.89 FS 1496.65 r FS 1496.46 TO 1 � 49gg3 fir '?' _ FS RJ FG 1497.60 G s F$149I, T" RIM 1496.58 r - 1496,41 �% DE=0.3' 11496.83 FL GB FS fG M97.50 F DF14970.720�-�,. �_..% 1497.33 1.. J � FG 1497.65 FL GB FS 149686T B FL 1496.97 FG 1498.00 a� „0 8 - ��a \• r FS 4t%.73 J J r `L• FS 1496.8T FS 1496.14 10 �� G�c FG 1497.50 FS 149TS1 r BLDG 125 �\ UJ FG 1497s0FF 1498.17. ti y W BLDG 119 OF=0.1' 10 „` FG 1497.40OF /J FF 1498,67 FS 1497.00 FS - V - PLAN BAR �' ti e e W OF PE 1498.00 FG 1497.80 ,(I, O' vF FG 1497.50 III PLAN to f OF-0.2' 3/� RIM 1496.13' FL 1496.62 h� N `b FG 1498.60f _FG 7497.50 ( �0.ry p'•9B, � OF 0.0' .s TE 1497.00 6 HE 140 �• � OF-0.0' 1 TS 1498.32 �,f S �� FG 1498.00 BS 1497.78 FS 1497.60 / �� d F t 1 STEPS - FG 1497.,33�- �• ,�0• ® I$ zj O' •/ REO'0 FG 1497.70 1497.80 9 rG 1498 00 FS 1497.70 ' OFF. FS 1496.9( FL HP �� Af O S1496,70 TG 1497.29 FG 1497.60%'� l„l� �7\ '`� 10 3� `FG 1497.15 O. 49 .60 �FG W98.00 Nk 7 •B� \ FS 1497.10 FS 1gg6 �, T TG 1495.04 / A=72' '41' \\ S 14%.� FG 1497.70 \ / S 1g96 Zg ,\ IE 1495.04 BLDG t18 � R=8A0'. .� } \\\ yOO O. � FF 1498.37 6\• F ` - i 9 .F 97.50 1497.25// FG usB,00 \\91 L Id PE 1497.70 f ZliiI �1 CF FG 1497.20 .�- FS 1496.92. - q PLAN 2C \. 1496.68 -� FG 1498.00 ,�;L OF=0.5' / I 1497.65 7p9g FL GB 1496•15 ': . /FL 1497.08, FL HP 9 12 FS r;- O 6 \. ~ / FG 1497.40 j O - ��� TE 149485 1495.85 "FG,1496.7� `m DF=0.3' FG 1497.40 1• FG 1497.70 - - - IE . � 'DF 0.0' I FLU 96.81� OFF FG 149T.50 �q�`♦ FGOF496o60 a / \• f FS 1496.02 FS 1496.86 4 f FG 1496.50� FG 1497.40 �Sp OF 1490 FS 1495.95 7.30 FS 1496.45 FS 149550 OF=0.2' 10 FG 1498.00 \� �'• FF 1498.07 Fc 1497.40 t0 0� FS 149.09 �` PE 1497.40 OF-,0 E 1496.36 `\ FG 149T.70 1497,35 rV\• 6 FL HP PLAN 18 [E 1495.36 92 r FS 1495• FG 149T.70 -�r9 OF9 TS 1497.i2 DF=0.2' o �� ® FS 14953\- N - - J BS 1496.88 o' FS 1496.90 a / _FG 1497.40 99�8 2 STEPS' F FG 1497.00 •0 FS 1496.27 FL 1497.14/ ? REO'D FS 1496.80 ,�� �k \ TG 1496.7 7 IE 1495.63 5 5-1.4% 10 1A95 64 -. - a e 41 (TYP) 4 V J 'L\' �---FS A A VAS TG 1496.T4/ o�A/� S 1495• - 7 IE 149�74 FG 1497.00 "�% FV- cl CONSTRUCTION NOTES SEE SHEET 9 0 FENCING PER LANDSCAPE PLANS O7 INSTALL 4-ROUND DRAIN GRATE INDS 13 OR APPROVED.EQUAL) 10 CCONSTRUCT TOF LAKE ELSINORE STD E CITY RO.MODIFIED 1tl zo so to 5 O INSTALL 4"PVC DRAIN PIPE 0 0,5%MIN. © CONSTRUCT G'PCC DRIVEWAY(CLASS 520-C-2500) - 0 _ © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 U MIN.TO 4%MAX. b�C dV / ��L GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 t BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTHPOWTEDRNE-SURE275 a-14905C CAUTION:LOCAT ION OF EXISTING DTILITIES ON THESE PLANS SHEET e% ELEVATION: 1400.873(NGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 'KEARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ��4! 949.588.0707�92630 PRIOR TO CONSTRUCTION. 6 m o RIVERSIDE COUNTY DESIGNATION:E-14-70 e a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �$ " DESCRIPTION:2.7 MILES NORTHEAST ALONG o fy (FAx)949.5Ea.o709 PRECISE GRADING PLANS of ``+Qo, C ENGINEERING COMPANY rickengineering.aom UNAUTHORIZED CHANGES m RAILROAD CANYON ROAD FROM THE +�L�\'' CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 INTERSECTION OF RAILROAD CANYON ROAD- �\ ?J7V44 W orange San Diego-Riverside-San Luis Obispo-eakersfieW-Sacramento-Plwen4-Tuaon C A N Y 0 N HILLS PHASE 8 - P A 2C - m�'^� AND STATE HIGHWAY 71,122.0 FEET BEFORE -qa, 46568 'O RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU nm� TR 36118 - LOT 3 b NORTHWEST HI RAILROAD CANYON ROAD, Z7 + » PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PI ANS MUST BE APPROVED SHEETS `~ 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARED OF THESE PLANS AND THE CITY ENGINEER. m m z s BRAD FAGRELL,RCE-43920 DATE CIVIL ! FILE N0. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 '74r � SCALE: SHEET SPECIFIC 8 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED CITY ENGINEER f OF CA�1E�' �'`'g"w�� � !�/O Zolb PRECISE GRADING ���3 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.C WAN,RCE •C46568 DATE DATE: �"� -Q SEE SHEET 5 N FS 1497.66,- FG 41 9T.85 N 9 RIM 1496.68 FS 1497.52 4 (TYP) FG 1498.30 FS 1496.90 0 90. 9 i FS 1496.80 A !! e 1497.43 /.,A°0 BLDG 123 �\r2 FG 1498.30 :Ai \ FL GB vkk FF 1498.97 \FL 1498.03 0 FG 1498.30 PE t498.30 �f FS 1496.66 PLAN 3C \J FG 1498.30 �� 8 FG 1497.90 0�ti 149820 so. 9 sAy FL HP p FS 1497.13 FS 149727 10 FG 1497.90 BLDG 124 y Z > p5 t496.46 �kk FF 1496:57 / PE 1497 0� � ,p FG 1497.60 _ FG 1498.30 � i OF=0.3' PLAN 26R // FG 1498.40 ' 14 A�yry FG 149790�\ FLL GI3 GB 90. FG 1497.70 497.50. DF=0.2' 6kQ' f_ \ 14�9 �L90 / FL HP FL 1496.97 \/FG1498.30. y� �f0,` FG H97.90 - 6� G k' FG 1497.50 �\ A• 1497.5Go W k BLDG 125 \ FG 1497.90 FL HP W W R' FF 1498.17 of o°o " j _ _ \ W PE 1497.50 N PLAN 3AR ^A f F ro . W kQ', � FG 1497.90 r w; W W in 7.50 �`FL 1497 29�//�"'FG 1496 70 L \ FG 1497.90 1496.34 7 IE 1495.34 y \ 9 f ol iFG 1496.70 - FG 1496.75 \o FG 1497.55 1496.45 `� \\\ \ " Y FG 1496.70 FL HP \\ FG 1496.30 S=1.O C \ T TG 1496 60 5 \\! \ IE 1495.0 1497 25 ,, `FG 149T.50 R FL HP/., FS 1496.92• '�;CF FG 1496.70 FL 1495.99� ,p - h' fFL 1497.08 w9 / AFL 1495.93` 9 •`SO�2'°` 6 � TE 1495.85 FG 1496.70 `'� _ • .- q•t DF=01 Nam. �� BLDG 126 l:J��• FG 1496.30 - F`1: �.,, 4 (TYP) FG 1497.90 r FF 1497.37 FG 1496.70 y 1496.20 - , FG 1496.10 IE 1494.85 'Df=0.0' FG 1496 60 a ` / FS 149s.o2 CF PE 1496.70 of=o.a s 3 FLi+P� \ r FG 1496 503 F y. /' \ \ FG 1496.00 E5149y50 OF o2 PLAN 1B f Ikk / \\ \ 10 11�191> FL 1495.54o _ FS 149609 f M� FGDF14960.0 FG H96.30 / FL 1 - 495.63 o 8 �o Via\ FG 1496.30 O09 FG 1496 30 ` tg95 At f/ DF=0.4' j ES .AAh q� 1495.53 .`�� °1y96,DF=0.0' / �\ jf I N FL GB ff BLDG 127 2 / �/`-/1495.86� (TYP) 4 FG 1491.80 t FG 1495.90 FF 1496.97 o FG 1496.00 �"-\ FG 1492.40 { %f 'DF=0.4' PE 1496.30 A' f HP \\\\\ N\ FG 1496.15 - F PLAN 2A S 19951 / \C,c. may. - y \ FG 1495.60 \, v FG 1496 30 CONSTRUCTION NOTES SEE SHEET 10 4O 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 5O INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. ® CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 s a 10 20 30 o O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9O CONSTRUCT SWALE 0 1% MIN.TO 4% MAX. ��� QV I/2j/1,G GRAPHIC SCALE T'= 10' o DRAIN DETAIL ON SHEET 3 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL= 2SOUTIRPOINTE DRIVE-SURE 275 d-� 9oac CAUTION:LOCATION N EXISTING UTILITIES ON THESE PLANS SHEET a, 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) ESSI LAKE FOREST,CA 92630 m h ----- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'42 ®� g4F-8.0707 - PRIOR TO CONSTRUCTION. 7 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. '� (FAXj949.588.0709 OF a Lo DESCRIPTION:2.7 MILES NORTHEAST ALONG _ -- - y ENGINEERING COMPANY ,kke„gm...i,o o,„, UNAUTHORIZED CHANGES., PRECISE GRADING PLANS e RAILROAD CANYON ROAD FROM THE CALL - --- BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 go INTERSECTION OF RAILROAD CANYON ROAD s P o-, Sa.Dmg.Riverside-San Wb Obbpo-9ak-fidd-Saaame Pho l Tucwn C A N Y 0 N HILLS PHASE 8 - P A ZCi AND STATE HIGHWAY 71,122.0 FEET ��� BEFORE Rp, 46568 RESPONSIBLE OR '_IABLE FOR JNAUTHORIZED CHANCES TO THESE g �U DIG T R 36118 - LOT 3 S NORTHWEST HI RAILROAD CANYON ROAD, 22 * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS �b BY THE PREPARER OF THESE PANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. x ;1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE#43920 DATE Tj CIVIL N� CITY ENGINEER 4tF �d � ` 611p 20h SCALE: SHEET SPECIFIC � ,5 a MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALVE PRECISE GRADING ` a 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.C AN,RCE *C46568 DATE DATE: 1,6 1 1 Or � A - - „,,.�»•'•-",....- 0=J3'37 34' " �•-••� (TYP) 4 FG A86.30 h W 7 W rFL 1486.06 FG 1488.70 1485.85 ,1486.20 t (/) - �,�•,' FnHP W �" ".tea^ � T ,FG 1486.30 4 m - PC 1488.7,0- d .�'°"�9,�o••^� G 14� FG 1488.70 U _ FG 1486.30 F W DF 0.5' t _ FG 148 0.0.0 1485.86 0 s. 1 OF- 0' ]E 1484.53 �` FG 1486.30 .� 1488.31 � i 'm S=9.1% ,1488.16 9 FL HP '� � FG 1486.30 `�' S k FL � T2 FG 1484.40 L j ./ � w 1486• ,�� FG 1490.30 -\\✓ FG 1488.70" ;r o GFft--BLDG 138 FS 1485.37�'� IE 1483.40 ,d' ,r• iDF=0.5' r1 i ce ' FF 1486.97 TS 1486.62 FL 1484.05 111 fG 1488.70 FG 1485.70 OF=0.0' � PE 1486.30 . 5 5=4.3% 2 STEPS ,. FG 1490.80 1490.40 FG 1490.30 FG 1488.- � �� PLAN 1R REO'D' TS 1485.37 I 1A88•Aa 1 CBS-1484.20 =0.5' pFR' BACKWATER VALVE ��G1�.70 g TE 1483.53 6 FL HP OF IFG 1499.80 9 REQUIRED RE 2 sTEPs F\ [E t482.83 Ate"`L"p• ,j- BLDG 13] U'D FF 1489.37 1485.41 FG 1485.10�F5 N63.93 FG 1483.70 r,.r: __ - •39� / FL 1490.20Y •�` 9 N PE 1488.70 ` _5Fii OF 1.FG21484.40 FG 1491.80 PLAN 3A i 10 i OF=ON � FG 1488.70 1485.38 FG H85.90 OF H` / �� OF=ON FS 1483.74 5P / FG 1490.70 �' OF=0.5' FL GB /�. pr/i OF-0.1' i_ a FL 1483 28 92Z \FG 1491.80 �A BLDG 136 �Q 93 O o m FS 1484.72 ,r / Ag93 . FG 1490.30 p ,1g81• / 8 ` S BE -0.5' GfR FF 1491.47 [IF 0.5' PE 1490.80 S .0 PLAN PLAN 2C BACKWATER VALVE FL HP // REQUIRED FG 1490_30 � _ - FL 1491.32 _FG 1491.80 FG 1490.50 t , 10 FS 1486.83 Al t m 1 FL 1489.92' OF=0.3' ,1A8 j/ 1487.70 FG 1488.30 FS, �g saw N FG 1491.60 FG 1491.80 A �, .. FF / FL GB OF=0.4' • - - (TYP) 4 - FG 1492.40 FG 1491.80 -CNN ',FL 1469.89 0,G q ,� DF=0.0' NA -� FG 1490.50� q .+ FS 1486.97 N� 1p l - o FF 149Z47 �'ti s �3 9 / 1 0 �s \,� PE 149180 FG 1490.50 � ✓L" � 4° PLAN iB o cn h y ' 3 CONSTRUCTION NOTES SEE SHEET 10& 11 o FENCING PER LANDSCAPE PLANS INSTALL 4'ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4-PCC WALKWAY PER MODIFIED - a a CITY OF LAKE ELSINORE STD.NO.211 " _E - (�5 INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. 8� CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 70 20 30 - O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE• i%MIN.TO 4% MAX. q�Qb b J 6/ ��b GRAPHIC SCALE 1"= 10' N m DRAIN DETAIL ON SHEET 3 'A/ J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: zSOUTHPOMTEDRNE-SU17E27s ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET LAKE FOREST,CA 92630 O ESA V ELEVATION:1400.873(NGVD 29) - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR � �4Y 949.588:0707 PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-70 e ae ro CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 OF ` DESCRIPTION:2.7 MILES NORTHEAST ALONG o '�' �.' .;cken ee�me-<om UNAUTHORIZED eHarlaes: PRECISE GRADING PLANS ENGINEERING COMPANY B�^ 27 ^ RAILROAD CANYON ROAD FROM THE BARRY J.COWAN ? CAUTION.THE ENGINEER PREPARING THESE PLANS WILL NOT BE i CALL n� oaose SanDea�-8nad,-Sa wisObls a-e�ersr•!a.s�me�w '-"r�ae° INTERSECTION OF RAILROAD CANYON ROAD a�q® BEFORE - tro. 46568 RESPONSIB!-E OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2C AND STATE HIGHWAY 71,122.0 FEET !��T m mu 0tc! PREPARED UNDER THE DIRECTION OF: PLANS. ALA OR TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS c NORTHWEST OF RAILROAD CANYON ROAD, 6 z7 6 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE•43920 - DATE! .fj CIVIL �! FILE NO. y wmz •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER 4lF 'F (�,,.,�a.�� �/Z,I�yaf� SCALE: SHEET SPECIFIC =� MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED - OF CAUY 4 PRECISE GRADING 5 o N TOP OF CONRETE POST E-14-70. Cali at I-t 2 working days prior to excavating. BY: BARRY J. 0 AN,RCE "C46568 DATE DATE: s SEE SHEET 6 g f C� �. 8 91 �dA FG t496.30 �q FG 14%-A FG 1497.70� / 9 y FG 140.2 /� FS \ / -fir 9 TS 1497.72 DF=0.2' o o' /O d \ / \ FG 149L40 ^�•,•• (((___ ..� FS 14g5. •. .n M1 1495.53-0.4' 1p BS STEPS14 ' FS 97.00 ff% 9�82 2 STEPS' FS 1496.80 ,? , C,o FG 1497.00 s0 �, ', �a9� F�L GB BLDG 127 •�2 FL 1497.14/ REQT F'�\ FS 1496.27 Z \• FG 1495.90 FF 1496.97 o f \ 1 TG 1496.70 •' S 5=1.4%`�99j\ ^�� 10 64 f 'DF=0.4' PE 1496.30 a' IE 1495.63 , n \ FS 1496.41 1g95• (TYP) 4 �\ ,vr1,A' / FS a FS PLAN ZA r° \\ \ 7 TG 1496.74 FS 1495^, t 111K: 199519 VA IE 1495.T4 FG 1497.00 / ry 10 �.� \Tp9 FG 1496.30 VAS �� Yu FS_1495.61 �/ V�9j 9 _.I/ CTq BLDG 1 66 FG 1496.60 FG 149T.70 \\ d FF 1497.67 DF=0.4' f w\ 96.03 1497.10 FG 1497.40 �y9� PE 1497.00, d FL GB AT FS 1995.4T d FG 1496.00 \ \ 1495 O OF=0.3' O FG 9497.60 y •0 9? �• FS �- ` FL HPyo f So- PLAN 2A FG 1496.70 FG 14%.70. ^\ s0 O OB3.'. 1ggg9T 1495.17 g �DF�.3' _ FL GB FG 1497.00 FL 1496.16 C,c�, FS 1495.93 FG 1496.00 \. FL 1496.94/ / �0� 10 ,5eX. DF=0.0' \ FG 1496.70 79 \ {� - O ps \•J B� \\ FS 1496.07 FS 1495.Jq,_gy...1 ES 1gg4WA � PC 1495.90 �\ FG 1496.40 �H 5 1g95.2q 149A'j9 / \\ BLDG 115 DF=ON \� j FF 1497.37 } �\ -FG 1497.40 1496.70 FG 1497.00 / CF9 PE 1496.70 / FS 1495.27 10 �.� FL HP 149568 \\i, FG 1497.00 ":d �cj 9 psj PLAN 3C o FL'GB/ 1g95,11 RIM 14 FS 1495.13 \ / 5 00�q `• FL 1496.49/ / FG 1496 FG 1496.30 f 1ggA / .70 ••\• FS 1gg4 / FG 1496.70 �'$:\ 'N/ 10 3 ` DF=0.0' FG 1496 30 9j\ FS 1495.70 �)• \ �O \ /e BLDG 114] \\ A C,r FF 1496.971FG 1496.00 1 p r �\ "FG 1997.00 \\\ �fl 1495.43 C \\,1496 30 FG 14 9 �pg6 PPLAN 2B0 DF=0.3' o fR FL GB W FG 1496.70 FL HP / �2 1 ' \ O F5 1494•TA Lu FG 1496.10 FG 1496.00 } \� FG 1496.30 fl OF=0.2' 1� U) . / FL 1496.13/ \ FL 1495.56 w C,t� �. W FG 1496.00 `�996\ ,`'� FS 1495.46 N la Jy FG 1495.90 w BLDG 113OF FG 1496.00� 0 � FF 1496.67 DF=0.0' FS 1495.05 1 1496.10 C92- PE 1496.00 FG 14995.80 FG 94%.70 FL HP FG 1496.30 DF=0.2' °,p96p PLAN 1C IS 8S 1496.32 FS 1495.50 TE 1494.96 6 440 FG 14%.40. ��. �� 2 2 STEPS It. 14� FS 149 1496.00 -STEPS •y�. \. TG� 5.30 FG 1495.60 IE 1494.22 �' FS 1495.40�° FS 1494.86 N0.p:15 f �S=1A% 5 •�FG 1495.60 sgs� •V 10 TG 1495.34 h� FS 1495.00 / \\ 7 tE 1494.34 \ ` BLDG 112 FG DF 140.40 r• \ /+ \\��� C FF 1496.27 f �✓ \ 1496.00 4 PE 1495.60 FG 1496.30 \ - �' (1- (1- 9495.70 FG 14 f �y9s PLAN 36 I M� 1494.67 llJ�- FG 14%.10 FL HP / 9 �2 ®FL GB FG 1495.60 / FG 1495.60 Df=0.0' J FL 1495.54/ li , FG 1495.30 o `o FG 1495.30 V N \ \\ BLDG 111 /7 FG 1496.00 \\ �/ a• CT FF 1495.97 (TYP) 4 ., FG 1495.70 \\�1495.30 FG 1495.60 FL HP /^ p9s�2 PLAN 2C i i CONSTRUCTION NOTES SEE SHEET 12 S O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EOUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED o CITY OF LAKE ELSINORE STD.NO.211 INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. ® CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2560) io s o 10 20 30 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O CONSTRUCT SWALE 0 1% MIN.TO 4% MAX. GRAPHIC SCALE 1"= 10' - - - DRAIN DETAIL ON SHEET 3 - 2IAb - dV 6"23//1 - - BENCH MARK: DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W]TH SEAL: zsouTHPOINTEGRIVE-suITE27s J-T49gsc ARETAPPROXIMATE AND SION:LOCATION OF HALLNBEUVERIFIED BY CONTRACTTILITIES ON THESF OR CITY OF LAKE ELSINORE SHEET ELEVATION: 1400.873(NGVD 29) APPROPRIATEE$St UKE FQRE5T,CA 92630 THE ANSTATECONDITIONS OF DEVELOPMENT AND/OR �4( 949.588.0707 PRIOR TO CONSTRUCTION. 9 RIVERSIDE COUNTY DESIGNATION:E-14-10 a axe ro CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �y (FAX)949.588.0709 OF FA °o DESCRIPTION 2T MILES NORTHEAST ALONG „'�," ENGINEERING COMPANY rickengmeering.com UNAUTHORIZED CHANGES: PRECISE GRADING PLANS € eo RAILROAD CANYON ROAD FROM THE o CALL BARRY J.COWAN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 INTERSECTION N RAILROAD CANYON ROAD _, orange San Diego Wi ON— Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2C IIfl�,► BEFORE N,• 46566 AND STATE HIGHWAY OYl,A 12AN FEET �I\ YOU DIG' /_ PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS • g NORTHWEST OF RAILROAD CANYON ROAD, � V1� BY THE PREPARER OF THESE PLANS AND THE CITY cNGINEER. 6.0 FEET SOUTHWEST OF POWER POLE _.._ ___- FILE NO. u BRAD FAGRELL,RCE^4392 DA ,!j CIVIL �? /_ m 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 .CITY ENGINEER ATF I q,��,�,,,,,. (s�/o/Zo/(, SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF ck�\ - PRECISE GRADING �� . 0 0 0 TOP OF CONRETE POST E-14-70. Cab at IsasT 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE-C46568 DATE DATE: _ II - I I SEE SHEET 7 &8 FG 9 =H0030 / �\ �149152 FG 1L 14 FG 1490.50 89.92 BLDG 127 ? + / f FG 149t80 FF 1496.97 0 / FG 1496.00Hp�\ (TYP) 4 FG 1492.40 f 491.80 pg1 a FL 14 FG 1490.50' a• ! \ OF=0.0' PE 1496.30 F BLDG 135 9r� DF=0.3� I PLAN 2A d FG 1496.% l , G FF 1492.471 \\ FG 1495.60 f s \�� PE 1491.80 FG 1490.50 FG 1496.30 \\\ \, \ _ / �o i PLAN 1B FG1490 e FG 1492-20 FG 149t8 OF 0.5' ^�o FG 1496.00 FG 7496.00 \,� ` // } FL 9491,05 FG 149t60 \p9 OF-0.51 9.7 \, / 9489.74 F 0.3' So. Fib- \ I E \\ �/ • FG 1492.20 OF=O.Y GF�0 ,p FL G8` \ 1495.17 / Y f / ` 1492.10 FS 1491L30 FG 1491.00 7495.50 dP`` J FG 1492.20 OF=0.8' �, FL HP OF=0.0' FG 9491.60 8O •a_ f98g,25 F_G 1496.00 A. ' o FG 1495.60 PL HP 'Vp� 4 (TYP) 9 FL 149�0 95 OF FS 1490.53 0, `\ 56 v DF=0.0 v Og 5• � \ BLDG 12B es y FG 149t50 FG 1495.90 FF 1496.67 r2 FG 1496.60 d / \\\ FG 1495.80 OF=0.7, FG 1491.3F \\\ OF=O.f PE 1496.001 h• \\ FG 1495.20 9D 6 7 5° 2� 10 1490.76 TO 1495.1 h4' \ PLAN 3C IE 1494.16 \\ FL 1491.90 po,`C- o FL GB p o 1 \cF s s=tex I �'' BLDG 134 m 1• \ FS 9495.50 ti It, FS 1490.93 0,°• to �. „o FG 1492.2o FG 149z.zo �F FF 1492.87 a / FS 149527 / \/9 TO 1495.40 / q, FG 149t S �' 7 PE 1492.20 a 799 d "r /j IE 1494.01 FG 1495.60 d FG 1492.95 OF=0.9' fi FS 1495.13 FG 1496.00 TS. 1k9 FLU 1494.74 \\ ��✓✓,y E \2• PLAN 2 A6q 8 pp aY' IFS 1435.60 BS 1495.58 ° ,� �V 9 5 0, \ \O�• i\ = �- F5.149 ��• A• F - 'h _ �?� 0 TE 1494.80 15TEP V, 9s0 a• / d / \ ac,`G/ �c 1O IE 1493.64 6 RED' .7� 2 FG 1495.20. / /// \ FG 1492.70 O/ FG 1495.60 !/ BLDG 12 1FG M95.6Q �� 149�4.90�\ "°w // 'w 9• �B FS 1495.45 �. V pL Hp \\ \ // f FF 1496.27 OF=0.0' d FS 1494.47 " �i V �� FL 1491.62 FG 1492.10 PE 1495.60 9 f ! \� �. FG 1495.25 // OF=O.f s " { FG 1495.60 ,. � o \ OF=0.0' \ly9 PLAN 1A FG N9520 \\\ FG M94.80 ,�/ FL 1491.59 �y90 FG 1495.50 AS>> FG 1495.60 o A !`ZC� •� FS 149t42 sa ay ^r OF=0.0' \ FG 1492.70 r FS 1495.02 \ FG 1492.00 01 0 \ DF=0.1' \\ f y \ OF=O.Y O FS 1490.87 r,.& „�Y. "I, 5" 1492.60LLI •� FS 149t56F- W �/ // 9� 0.00 fO L' 6 FG 1492.70 s. FL H� - W FG 1495.30 CF FG 1495.20 FL 1494.50 I �� ,P°�' BLDG 133 FG 1492.T0 } -� _ N 1ggA2 N0• OF=0.3' 9 FG 1494.80 - Fs 1 r I FF 1493.37 J N W \• 1491.44 \•oy �. 9s s PE 1492.70 \ W W w... 1494.28 62 0' FL 1492.42 gSFI GB " I FL \ 9 �� �/ I FG 1492.70 \?/ PLAN 3 11491.05 N FG 1494.80 BLDG 130 FG 7494.80 ` y ti0 \ � g9A,14 f/ DF=0.4' FF 1495.87 �� 1494.70 .,a 49 v FS 1491.11 1 4 09 PLAN 3C FG 149s,zo y. 5 /. A� A �Fa a p ' WIN t` FS q49 A��,`9S FG 149520 / \ A - 0 798>• FG 1489.90 DF=0.0' \ 0, 10 FS \ FG 1494.80 FG 1495.00 FS 1494.40 � FG 1494.80 FS 1494.54 (TYP> 4 _;P FL 1494.22 'QDF=0.0 FS 149t86 FL 1494.19 cF / �~ 10 FS 1491.2791 ",���1 FG 1494.80 9 FG 1494.70 FG 1492.70 0, (9 , 0.4 FG 1492.00 DF1494..T0 ° DF=0.1' f / �� `'`� rFS FS 1494.86 p9p:L %Y Y• •?2 �� FG_1494.20 \\ FG 1494.2 FG 1492.70 pp I F pFL GB f BLDG 131 0 \� �\ FG 1490.20 FS 1495.00 �� ✓ �V 1491.96 9p. - FL 1489.85 FG 1494.60 FF 1495.47 FG 1495.40 17 - FS A49 OF=02 BB ' o�T PE 1494.80 1494.10 ✓ FL G n OF=0.2' nij� p5 gg93• og PLAN 2B -� FL HP p A f A49A• 1A 7 FG 1494.80 - r L FS FS 1493.94 / �`97 `o� FS 1491.50 � y .� o •\✓ O •Y \\ d /- FG t494.20 FS 149t21 9 FG 1490.20 M� 149 / FS 1494.08 10 �G. \ A' o I 0i OFL GB f " f o FG 1494.30 'r9 FL 1493.96 ./��� FG 1495.60 d FS 149q-03 10. OF=0.5' / BLDG 132 °Jq FG 1494.20 �\ FL 1491.64 FIL HP O n OF=0.0' 1~�N0 FS 1493.42 1493.53 FF 1494.87 9962 f TC 1491.51 « LO g y FG 1495.30 t V o F�L GB PE 1494.20 9 Fc 1494.20 PLAN 1CR f o "�,o F5 1494.51 5' th FG 1495.30 �9`OS\ 00\• 10 _ / \ cc�, f elf -. % 9j \ FS 1494.65 - 86 v�I \• A f FG 1490.20 S 1493. 1Ay3,4 Mi 1� c�p FG 1494.20 � v� �, " � i f--`� N BLDG111 FS 1qg 8 - y. �"'- 3 fG 149390 - °� ^;V• g o FG M 14.00 'RA FS 1492.41 FG 1492.45 - FF 1495.97 �,� oo 0 g\• DF=o.r Fs FG 1492.80_ �O9 PE 1495.30 FG 1494.80 F5 A49�• o. FS 7494.33 FL 7493.69 opt �9gAS 80 1490.10 / 6 R FL HP o vy9'r, PLAN 2C -- DF=0.5' p 14�94.2r3 - f •o' 1493.61 t0 \ FG 1490.201 .. d d 2 � �'•� FL GB �63 FS 1493.56 FG 1494.20 F� G9� '� "y,4 ,l FS 1492.27 FS 14 _ .®DFFG 1490.55 CONSTRUCTION NOTES SEE SHEET 12&13 4O FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED ffi CITY OF LAKE ELSINORE STD.NO.211 g a 5O INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. © CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) - 10 5 0 10 zo 30 - c O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 17 MIN.TO 4%MAX. - - GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 - V lJo 6V 6/23 /ANt o m BENCH MARK.R K I REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIVE-SUn 275 d-149Q5C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET a DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKE FOREST,cA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S 1 N 0 R E a - ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR- O't'4� 9a9s&9.o707 PRIOR TO CONSTRUCTION. 10 RIVERSIDE COUNTY DESIGNATION:E-14-70 n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ��. 49.88.07 8.0709 a±P DESCRIPTION:2.7 MILES NORTHEAST ALONG `'�� �� ENGINEERING COMPANY ( ) „eke„ UNAUTHORIZED CHANGES PRECISE GRADING PLANS OF 888 " RAILROAD CANYON ROAD FROM THE BARRY J.COWAN g"ee.,"g.<om CALL im _ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C _ m �.INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 oange San Diego-RWerside-san Lm:obi: se,.aem-sauzmemo-rno�mx-m�.o� f „ AND STATE HIGHWAY 71,122.0 FEET w z RESPONSIBLE OR LIABLE FOUR UNAUTHORIZED CHANGES TO THESE 27 F t YOU DIG! Rc. PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 LOT 3 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, / / * * F - _ �p Z BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 60 FEET SOUTHWEST OF POWER POLE --_ FILE N0. w '1853T32E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE•43920 DA Jj. CIVIL �p fit,, CITY ENGINEER 4lF pQd` /✓ 61101&11, SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAV1F PRECISE GRADING 0 0 0 TOP OF CONRETE POST E-14-70. Call at Hast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: - BARRY J.COWAN,CO AN,RCE 'C46568 DATE DATE: !� tr SEE SHEET 8 FG 149LBO FG 1490.50 ' �-FL�1489p9-2'y OF=0.3' 148 j/ 148 FG 1488.30 10 FS 1486.83 FL Ill B9 i G AN FL U w OF=0.4' -:-� FG 1490.50' FS 1486.97 g OF=0.3' FG 1490.50 4� 3 `° \ 1 pS _ = w OF=0.3' 148I,30 `'sE D o_ Co FG 1490.5' 10 EV S, FS 1488.99 4 FG-149180 OF=05 h .v OF=OS' FS 1489,13 1489.74 FL GB ® a� Fg f489,25� 9 - Ln �0 7 O. RIM 1487.89 y _ -5.049'25" cS / R =I O.00' AFL 1489.88 FG 1490.25 \ 7g8�0 1�� - .����� L=47.54' 14FL GB 6 t FG 1489.70 ..,,.-" ✓ „X..f \ \\ SO 1490.40 OF 9J ^•� - \\ lJ FG 1490.50a OF 14139.29 OF=0.0' 9 1490.00 9 f FL GB Fj S 1490.74 FG 149050 CF) \\\ 4 (TYP) �►�' T �a FG 1490.55 O _ T \ T ' p'f FG 1490.50 uj TA'< FS 1g8a FS 1490.37 \ > ~ rLu °may 1490.4P Na a Lu FG 1490.50 1�1' 1til• 90 h1 HP FG 1490.50 \ x S W 1g89.39 , T BLDG 139 FG 149os5 - � W FL 1488.81 ZC FF 1491.27 f � � FG 1490.50 W to Fs 14aB.4a V'ems PE 1490.50 N° N PLAN 1C r FS 1488.90 , FS 1489.97 1489.50 fG 1489.60 OF 0.6' `1Aaq•06 FG 1489.90 f5 W89.72 10 FS B �� FG k89.90 1gg8'13. .xgP $I FL GB FG 1490.50� FG 1490.50.�„ � 1490.30 A (TYP) 4 p5 �y FL HP DF=03' ✓ s� TS 149052 FG 1489.90 FG 1490.50 �.� , FL 1489.58 BS 1489.80 F OF=0.3' 3,3% i 2 STEPS FS 1489.49 4 I r 1489.93 �'Se BLDG 140 Y� / REO'D I 1489 42 9 ✓ FF 1491.27 o FS FL GB al, 's PE 1490.50 / 4 0 'w jlJF F5 14�9 x= / ���� PLAN 26R R °FG 1490.50 FL 1489.85 /� FG 1490.20 N21 pow,\ O z, #A r-'A} S 1gg95� - FG 1490.50 FL 1� qg0.09 'FG 1490.30 BLDG 149 ���•�� V �� FG 114490.30 A\ (� t f FF 1490.87 V "'%l s��, k0� 'J`� PE 1490.20 F.- G 1490,20 s I ✓ \V q FG 1490.20 p'Pa F 989,25 / O9 .� ✓ •sue PLAN 1BR 1489.63 FS 1469.93 FL GB ti \\ °� 1490.00� y0 !� b x '_., 5 1g8y 48 10 FG 1490.30 > - \ FL 1491.64 FL HP 1 �p FL 1489.76� y -_ �• 5- -„ - ti,. Pam. RIM 1489.42 r o FG 1490.50Y FS1490.07 FG 1490.30 I 'ps 1489.90 S FG 1490.50 0 FS FG 1490.20 9 f 1v .vti' \ ry - � ° { \�� FG 1490.20 Niy c\� 66 FS 1489'88 ,y-51• 1489.63 FG 149020 r f FL GB BLDG 141 N �/� /j BLDG 171 v�y9 / 10 F5 1490.02_ 32 FG 1490.30 6;1)• �"', FF 1490.97 y ^'FG 1490.30 \ - � FF 1491.17 0 14a9• A• FG 149z45` s PE 1490.50 FS �p� PE 1490.30 FL 1489.73 FG 1490.00 PLAN 3AR FG 149030 \ FG 1490.00 i c$ 1490.10 0_ P PLAN 2C 1gg9 q9, i N R FL HP - �O F 14�0_.20 '.5 F 1A FG 1490.50 FG 149020, opS t� > FS FG 1490.55 v.► //l` / �� �� ." CONSTRUCTION NOTES_ SEE SHEET 13&14 O4 FENCING PER LANDSCAPE PLANS 70 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED ffi CITY OF LAKE ELSINORE STD.NO.211 OS INSTALL 4"PVC DRAIN PIPE 0 0.57 MIN. ® CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 26 30 _ © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1X MIN.TO 4% MAX. I��b (jy Ia/2j��b GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 U° BENCH MARK T ALERT RT PREVISIONS __ APPRV DATE SEAL: 2SOUni POIPITE DRIVE-SUITE 275 J-74905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET a, ELEVATION: 1400.873(NGVD 29) DIG L iLl�1�,1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S 1 N O R E ESSI LAKE FOREST,CA 92630 $ --- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR (( 9a9sse.o7o7 PRIOR TO CONSTRUCTION. ll it I, RIVERSIDE COUNTY DESIGNATION:E-14-TO ,+° CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAx)9a9sas.o7o9 OF o DESCRIPTION:2.7 MILES NORTHEAST ALONG �4% ENGINEERING COMPANY rickengineeringxc UNAUTHORIZED CHAINGESe PRECISE GRADING PLANS e S RAILROAD CANYON ROAD FROM THE CALL .BARRY J.COWAN CAUTION:THE=.NGINEER PREPARING THESE PLANS WILL NOT BE C A N Y 0 N HILLS PHASE 8 - P A 2 C INTERSECTION OF RAILROAD CANYON ROAD BEFORE ¢�, 46568 a orange San Diego-Riverside-San Lub Obispo-Bakersfield-Sarnmerrto-Phoenix-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. A'i_L CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 3 SHEETS g NORTHWEST OF RAILROAD CANYON ROAD, Q•I(Cj * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE / FILE NO. "1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRADY ENWEER RCE=4392 DATE ,��lP CIVIL G� �� 6�/b t,>prL SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECBY OF CAV1' BARRY J.C WAN,RCE "C46568 DATE DATE: PRECISE GRADING 0 0 o TOP OF CONRETE POST E-14-70. CaR at Isast 2 working days prior to excavating. f i I i SEE SHEET 9&10 i f \ \\ FG 1495.30 v \ 0•\• V "'. "� N. _� 51494�6� 1493.86' L=. .n� �3,11 �� ,S`.oA' \\ °�y9 FG 1494.20 BID G 111 \ FS 1A93B1 \ FG�1494.00 FG 1493.90 i FG 1496.00 \ / �� \ FF 1495.97 O FS 1494.33 FL 1493.69 pA'(TYP) 4 FG 1495.TO \ \\\�149530 FG 1 cFq PE 1495.30 FG 1494.80 / FS 1493p0 .0• •\• OF 0.2' ^o i FL HP �� �y9s PLAN 2C ti IF=0.5' o/--1494.23 1493.61 f ' �2 "'•/ FL GB +63 -� • * FS 1493.56 FG 1494.20 FL GB FS 1493. - OF=0.0' FL 1495.13/ FG 1495.30 1 FG 1494.90 '�• © 'y 14g215i. FG 1494.20 • r � / OF\4' C,c. FG 1494.90 ,$6 Fs FS ------- 10 \� >� fl 1494.3� FS 1494.11 *F �\ v FG 1494.90 `9S,0\ 0� 10 1 4',9 5 1A925 FS 1494.25 g332 F FL 1493.02 0 1493.68 BLDG 11 A 1A FG 1495.60 V94.90 �� FF 1495.571FL GB FS 1A93.22 U� \ �\ FL HP o�q PE 1494.90 FG 1494.90 FG 1495.30 FG 1495.�4 r 9 °�99 PLAN 3A .5► �i / `S F / FL 1493.73 .\, 2.9T _ / FG 1494.90 r 6�, F5 1q9 7, 1 �3? F�� FL 1494.69/ � o\• S 0S.Ikk� FG 1494.30 �9sy\ FS 1493.72FG 1494 \ 9 \\ y So. BLDG 109 - 2 to �FG 1495.30 \\\\ FF 1494.97 ------ r� OF 0., I `r FS 1493.15 FS 149260 FG 1494.90 \\ cT PE 1494.30 FG 1493.80 1• RIM 1492.40 c \�1494.30 9 OF=0.5' y - - FL HP - FG 1494,90 y ��� PLAN 18 FG 1493.90 TE 1493.01 �� �ff aII -� v� OF=0.4' l / FG 1494.30 � TS 1494.62 -IFS 93.60 ��� IE 1492.01 6 FS 1492.4A VF`1Ag1,86 ` M \ 4 BS T493.58 1492.52 GB , H \ FL 1494.14/ 2 STEPS o \ REO'D FS 1493.50 �;�. On FG 1493.70 00 si:7i�Z_•. �''i\ , Fs 14sz.ez ` _ \, TO . 10 c or \\ \\ 7 IE 1492.35 ,�,, ,� �� \ ^��FS 1493.06 FS 1A92.4`' W \\ �� BLDG 108 W FG 1494.90 \\ y TG 1493.49 FG 9493.70 FG 1493.40 FS 1A92 A8 N 1 T .� FF 1494.37 0A• 6,0 IE 1492.4/9� PE 1493.70 IF=0.3' _� ��•,,, FG 1494.30� `� �- • "`�`'� q PLAN 2A 1492.83 1493.85 FGFG 1494.30 �sg9' BACKWATER VALV FL GB FL HP \` 9 2 REQUIRED 5 1g92.95 FG 1493.50 ^r fAEG 1493.70 OF=0.2' fG M93.60FL 1493.1 FL 1492.96 ol OFF \SS. FS 1492.95 \, FG 1493.60 •'r"o \ �0\• 10 FS 1A92 q6 FS 1493.09 °q FG 1494.301 29 49350 av��[\/ /N FF 1494.27 FG=149350 N _ FS 1A92• \ FG 1493.80 FL HP ` / 0'"q PE 1493.60 DF 0.1' 1 �'•,� \ J FG 14F�3.10 f 9 A PLAN 3C 1492.73 a� y / FG 1493.60 ED 1493.60 , OF 0.0' : o I rl O FG 1493.40 / FS 1492.55 Lo Ilk ``�y93s1 0y� 10 a ~ \\\\ f FG 1493.40 \\ FS 1492.69 \, FG 1493.70 \\ / . - FG 1493.70 \\ `�� /149 BLDG 106 �� FG 1492.60 ^r \\ a� �Tq FF 1494.071OF o e' /� N \,1 FL HP '�9 PE 1493.40 A. 1492.08 p q\� �` 1 ,° 9dB PLAN 28 FL GB 4 FG 1493.60 ' FG 1492.80 FG 1492.70 o- OF=0.6' \ ~ F6 1493.10 M�� m\• . \ (TYP) 4 FL 1493.19/ FG 1493.40 i OF=0.3' y FL 1492.21 \ CONSTRUCTION NOTES SEE SHEET 15 o O4 FENCING PER LANDSCAPE PLANS O7 INSTALL.4"ROUND DRAIN GRATE INDS 13 OR APPROVED EOUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 - g p O5 INSTALL 4'PVC DRAIN PIPE 00.57 MIN. 8O CONSTRUCT 6"PCC DRIVEWAY (CLASS 520-C-2500) 10 5 0 10 20 30 = O INSTALL POP-UP DRAIN EMITTER PER PRIVATE ® CONSTRUCT SWALE 0 1%MIN.TO 4% MAX. A, GRAPHIC SCALE 1"= 10' c o DRAIN DETAIL ON SHEET 3 - Upb AV 6I23//4 - H m m BENCH MARK REvlSlorls APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 Sou r PoiNTE DRIVE-SUITE 275 d-lasosc ARETAPPRO�IMATE AND SCATION OF RALLNBEUVER TIED BY CONTRACTOR CITY O F LAKE E L S I N O R E TILITIES ON THESE PLANS SHEET ma. ELEVATION: 1400.873(NGVD 29) DIG ALERT - ESSI LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 04'4Z LAKE FOREST PRIOR TO CONSTRUCTION. 12 RIVERSIDE COUNTY DESIGNATION:E-14-70 Fox , CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. v$ �, (FAx)9aysaa.mov UNAUTHORIZED CHANGES, OF a`S DESCRIPTION:2.7 MILES NORTHEAST ALONG o H ENGINEERING COMPANY rickengio-mg.com PRECISE GRADING PLANS m p RAILROAD CANYON ROAD FROM THE CALI. BARRY J.COWAN r, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NCT BE CANYON HILLS PHASE 8 - P A 2C 27 `m.I- INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 s orange san Diego-groerame-san wix onixpo-gakerx�eia-sacmmenro-Pnceni.-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 7b 122.0 FEET ui YOU DIG! / �' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS 1. S NORTHWEST OF RAILROAD CANYON ROAD, I? 2Z I6 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE - FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1-800-22, 00 BRAD FAGREIL,RCE'4392 OAT Jj. CIVIL �! - a, CITY ENGINEER gTar /?/ 6�/0�20/(� SCALE: SHEET SPECIFIC �? MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF cn�\ PRECISE GRADING ,5,5 o TOP OF CONRETE POST E-14-70. Catl at bast 2 working days prior to excavating. DESIGNED.BY: DRAWN BY: BY: BARRY J. 0 AN,RCE "C46568 DATE DATE: b i SEE SHEET 10&11 ria �� )eFG 1490.20 ' FS 1489.88 ,5.51- FG i49o20 ///��/� �J ���� B�49117 ��� 10 FS 1490.02 :&1418S63"j �1/• \�,� FF 1490.97 y" v J' 6, F5 14 / 9> PE 1490.30 FL 1489.73 FS 1492.41 FG 1492.45 PE 1490.50 > ° F'S FG 1492.80 �FG1491.50 _ co qy - PLAN 3AR FG 1490.30 FG 1490.00 9 7 1490.10 P PLAN 2C 1Aay- f g94 \ L HP FS 14ag26 8 10 ` FG 1490.20 y'Po FG 1490.20 •.5� FS 1Aa�; _ FS F51492.2i -^C�=` s f 1 i FG 149055 OF=0.3' FG 1490.30 1489.64 B L D_=0.2' FL GB 61�• _ FG 1490.30 F _ r ` J ; FS 1489.56 OF=0.0' -FL 1492.26 �N / FL 148979 97,�3 �1490.30 FL 1489.82 f FG 1490.50 10 10 O tiro / �'" 1492.31 \ FS 9 FG 1492.80 1�0 FG 1490_00 �6 V n 2• FS 1489.10 '�^) �� 41a SD FL 1492.36 3�f FG 1490.50 F \� Nry1• p9�p FG 1490.50 o'p O 1:b� S 1989.3q. FG_1-490.00" 1g97 .,, 6, �� FG 1490.40 yd �• ,p 9 f s D�0 3' FG 1490.00 BLDG 142 FG 1492.80 > . BLDG 150 j `� FG 1490.40 FS 1490.02 8ti1• 1�489.27 FF 1410.17 FF 1493.47 �ti "�� BLDG 170 OF=0.1' �/ FL GB PE 1490:00 PE 1492.80 a° 1492.50 f FF 1491.17 J \r 149 FG 1492.80 + ��� 10 91 4 \� PLAN 2CR Fs FL GB PLAN 3A Q' FL HP .� FL t49o.10 ay PE 1490.50 s 1Aa9• / >> FG H92.60 FG 1490.50 o TE 1489.60 6 9g79 7gQ�� \\ ••�� PLAN 1A FG 1490.30 IE 1488.54 ahu 3 FG 1492.80 A\ FG 1490.50 / OF=0.2' FS 1489.80 - 0.00'� FS ® FG 1493.30 ,d ��� - FG 1490.50 FS 1489• < H"w 0 54aa 99 p1. 7q�05 FS 1492.51 + "DF=0.0 11• 19 4 FS 0• DF TS 1490.92 3• 1 / \' '�O- 9 RIM 1488 84 / BS 1490.18 �FS 1490.20 Tu / �. FG 149050 2 STEPS *� FG 1489.80 10 �ti BLDG 151 / �� REO'D .�•' 1�1 �' `�2 FG 1489.60 DF=0.2'. y� �a° FG 1492.80 '�FG 1490.50 �� laic FS 1489.21 D(�=0.4' FS 1492.65 \ FF 1493.97 / \ �� 7 TG 1490.00 �/ FG 1490.30 _ . S 1 1F° PE 1493.30 \ r FG 1492.60 [E 1488.74 O F 9,07 FS a]l 10' FG 1489.50FL 1489.07 9 c \ \ fG H92.80 �\ % yp + FS 1490.10 g S 1q8 14a U PLAN 2CR TO 1489.83 {' U FS 1489.35 OF=0.5' c�l FG 1493.20 ,ND. h� fG 1493.30 f -149 0 7 [E 1488.83 5 5=1'OX 6). r% � f F9.60 N DF=0.1' b• - '1• FS 1'89.56 -' _ ^Pa FG 1493.30 \\ 1492.80 FL HP '�� � � �,,,,,, FG 1490.30 �� \ 1488.93 t B,�- FL HP FL 1492.34 } � 1 10 / f / / LF71490.77� 16 ° \ FS 1489.70. FL GB 1 r 1492.52 3 '+ FG 1493 40 N S 4� ��� / �91 + FG 149050Q so 90.30 ,9�� / FS 1488.96 61 0� H FL GB FG 1493.30 ! / 1A6a r WOF=0.0' `Sp. �/ �/ ~ 1492.50 \\IFG�149�75 FG 1490.3 PLAN 2C tiFS W1493.20� / FG 149.2i60 �,t�.,-�\ -T FL 1490.04/ 9 FG 1490.30 /W _ N �'FL 1492.66 \\\ + yy FS 1488.89 5 14a954 © N FL HP Lu jf p / \\ s 1189.41 1 F UJ NFG 1493.00 FG 1493.30 r d h \\\ FG 1491.90 / \ o_ FL GB ��1' W \ �• A\ FG 1492.60 - FG 1490.50 \� f FG 1490.00 - J - 1491.95 FG 1490.40 / FL 1489.54 lk �ao .e� FG 1492.60 // FL HP. �� FS 1488,/8 ry FG 1492.60 FG 1492.60 1490.10 n S 1� =0.0' cT FL HP 9 FG 1490.00 0�� FS 1489.26 ��FL 1492.98 1491.88 4 FL GB 1p9 S i 9 \\\ r aa•� FG 1490.30 FG 1493.30 FS 1489.40 � p` \, ')02 �" FG 1491.90 \\\ + \FG 1490.30 ';ZJ \ / BLDG 168 \ \ 9 FF 1490.67 F RIM 1491.79 _ BLDG 152 \ \'� °,9 PE 1490.00 FG 1489.60 S 1gg8.63 y F-� FG 1492.40 G,c FF 1493.27 0 1491.40 /� - 94p PLAN 28 DF=0.4' 1�'� FS 748 0 OF=02' •�J PE 1492.60 _-- FIE P + FG 1490.00 2 f - }nFS 1g9�54 V99 - h' FL 1489.87 1489.08 A F FS 1491.87 ��>> PLAN 38 FG S'P9 FL� fG 1489.70 r + 10 .(\• - �FG 149L90 . 2S 9 FG 149t.40 �OF 140.2 .5� \• p` �'>- �. .__ FS oti6 FG 1491.90� vg 9 �\ OF-0.2' •QO ^• ,0. 148 9 FS 1491.73 FG 1492.40 2 \\ 8.4 r ti\' FG 141111 FL 1491.24 \ / FL 1489.21 ®_ f" o s f DF-0.2 / �\ FG 1490.30 a / { 14g1�0. © g ��\• 1491.46 BLDG153 0- / FG 1491.30 j @ vS y\• FS 1488.97 FS FL GB c�� FF 1492.57 \\ FG 1490_00� \ / 1 FG 1489.70 \ 1� 10 "ram' -� PE 1491.90 1489.75 \ `J��l� �F,c,\ FS t489.11 pe0• PLAN 1CR a° \ FL \ f \ BLDG 167 ✓ FG 1491.90 ry• o� FF 1490.37 '9 e� FS 1490.95 �/ \ h f PE 1489.70j d� F u ! 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[E 1489.67 / CONSTRUCTION NOTES SEE SHEET 15 &16 O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EOUAL) 10 CONSTRUCT 4-PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 < O INSTALL 4"PVC DRAIN PIPE 0 0.5% MIN. © CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 _ 20 30 © INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9O CONSTRUCT SWALE 0 17 MIN.TO 4%MAX.DRAIN DETAIL ON SHEET 3 NQ6 Q,/ 4/a3//i GRAPHIC SCALE 1"= 10' m REVISIONS APPRV DATE SEAL: J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH WI LAKEFo POINTEDRIVE-5URE27s ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET13 g ELEVATION: 1400.873(NGVD 29) DIG ALERT ES51 LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR at'4� 949sea.m07 PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY MILES DESIGNATION:E ALONG e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 49 FAK 949sa9.0709 P DESCRIPTION:CANYON MILES NORTHEAST ALONG UNAUTHORIZED CHANGES, PRECISE GRADING PLANS OF " RAILROAD CANYON ROAD FROM THE y ENGINEERING COMPANY rf<kengineen ng.<em m.�o.INTERSECTION OF RAILROAD CANYON ROAD ' BARRY J.COWAN m Orange San Dlego-RtmAde-Son Wis Obispo-Bakersfield-Saaameme-Phoenix-I-, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 . •^„ AND STATE HIGHWAY71,122.0 FEET BEFORE /1 ¢ �, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2C YOU DIG. �/ / PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 LOT 3 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, .__d,L`u^'a�� ' V b r BY THE PREPAHFR 0.F THESE PLANS AND THE CITY ENGINEER. '18 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE°4392 DAT Jj. CIVIL �! FILE N0. v m 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER 4TE' 4(/0 L SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF ppF� _� PRECISE GRADING . 0 0 o TOP OF CONRETE POST E-14-70. Call at Bast 2 vorking days prior to excavating. DESIGNED BY: DRAWN BY: BY: C BARRY J.C WAN,RCE-C46568 DATE DATE: V iAi FG 1490.30 FG 1490.00 FG 1490.00 % \ \� •oo /1489.60 FL HP a. 4 (TYP) 9 `FG 1490.00 vv a �f k \ h• FG 1489.60 k FG 1490.00 FIL 1489.39 r,F FG 1489.60 0.00'OF PA 2 D k IN, 148920 DF=-0.2' 1 FG 1489.60 ,11 FG W89.60 !% -�f '�• C'O9 DF-0.0'FG 1449.60 FL 1489.06 FG 148920 ' BLDG 143 '990 ho9.20FG 14 FG 1489.60FF 1490.27 'O2 f PE 1489.60 r \� PLAN 1BR �• � f � "ate , W f �yB 1488.90 ✓ `S ..,, w W 9>> FG 1489.30 FL HP FG 1489.20 90 ...-.__._.._......_.-._..... FG 14 DF=0.3' �11 �^'/ _ W O ! DF TS 01489.92 FL 1488.79 FG 1489.20 _ ! 88 CF \ o ^I NFS 1489.08. 2S STEPS FS 1488.85 FL 1488.72 REO D" h FL 1488.73 '9896 �' .. FG 1489.10 FS 1468.80 'L• BLDG 144 FG 148920 / FG 1488.y0 `P DF=0.4 1488.66 FG 1489.20 PE 1489.20 C' s , FG 1489.10 FL GB \ ^�• \ "~� `"^\.„ /__ "\, 10 f � � PLAN 3CR you\' \ ,., 1488.50 `FG 1488.90 5 FS 1488.5 ! Pg� � FL HP 9 VS 14a• A� �. R FL 1488.29 a 19 © '� f \ FG 1488.90 VS 1A0• f ti 32 h FG 1488.50 FG 1488.90, o 10 FG 1489.zo ,� BLDG 145 qs �9 /� f 4 (TYR)v / G t4ee.90 FF 14$9.57 \m FS.1ASS. FS Will 1 /�- PE 1488.90FLB HP FG 1488.50 1488.26 ✓ J FF PLAN 2AR /` / FG 14BUOFL GIB FL 1487.97 f FG 1488.90 FG 1488.50 `\ FS 1AaI S DF=0.1' / 1 BLDG 146 4.7q FG 1488so� / FG 1488.50 9,C, FF 148 .27 90 ! FL HP "^�.o DF=0.4' PE 1488.SQ � FG 1[488.20\•• "'••�„,,,a,y,.� � ,.\Aa1a1 FL 1487.96 PLAN 38R w FG 1488.R) VS FS 1488.12 FL1487.69 .\ °`� ✓ 10 FG 1488.40 FG 1488.50 o .' /" v�� �``,,. �\.' - , , VS 14aT 69 FS 1488.26 DF=0.5' \V CFF G/,R / �N FG 1488.20� N 1487.83 \ gy86 y FG 1487.90 a = ',I, /9g FG 1488.20 ? M• o _ - ny FL GB 6 �� - FG 1487.90 FS 1488.81. 1O' • 6 6 FS 1Aaa. f BLDG 147 a.,, v 1487,eo �� N F h T 53 FF 1488.87 FL HP ,.S 148• y '� FL 1487.66 1Aaap2 . F BO PLAN 2CR CONSTRUCTION NOTES SEE SKEET 16&17 �I O4 FENCING PER LANDSCAPE PLANS 7O INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 w 0. INSTALL 4'PVC DRAIN PIPE 0 0.5X MIN. �B CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500). 10 5 0 10 20 30 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE• 1X MIN.TO 4X MAX. V06 (��/, 6/�3 GRAPHIC,SCALE 1"= 10' w DRAIN DETAIL ON SHEET 3 BENCH MARK DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 250UTHPOINTEDRIVE-SUITE275 d-14905c CAUARETION:LOCATION OF APPROXIMATE AND SHALLNBEUTILITIES ON THESE PLANS VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET m m ELEVATION: 1400.873(NGVD 29) ESS! - LAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR � �/Y 949.588.0707 PRIOR TO CONSTRUCTION. 14 - RIVERSIDE COUNTY DESIGNATION:E-94-70 e e e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �,9 FAx 949sxa.mo9 - n'e DESCRIPTION:2.7 MILES NORTHEAST ALONG off, ( l UNAUTHORIZED CHANGES, PRECISE GRADING PLANS °F y ENGINEERING COMPANY nckeng neeri�g com RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN r, - CAUI ION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C INTERSECTION OF RAILROAD CANYON ROAD .^ orange San Diego-gNerside-San Luis Obispo-Bakersfield-Sacramento NN m Tucson BEFORE 4656@ s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 27 2' „ AND STATE HIGHWAY 71,122.0 FEET to �• s GS NORTHWEST OF RAILROAD CANYON ROAD, mu uIc! r PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHE TS 27 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE - FILE NO •1853i32E,1.0 FEET NORTHEAST-OF A 1-800-227-2600 BRAD FAGRELL,RCE•43920 DATE - Jl CIVIL w /�,� - z m CITY ENGINEER 'Tf a '✓w'"6 4 G""'b'�- LIIO�'Lo�4 SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF cAu PRECISE GRADING o S o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating: DESIGNED BY: DRAWN BY: BY: BARRY J. OWAN,RCE*C46568 DATE DATE: SEE SHEET 12& 13 FG 1A93.70 \\ / 1• � TO 1491.00 , / ` TS 1492.22 7 1491.10 } yo a� BLDG 106 FG 1492.60 ^>O�N p1B 80 e HE 1489.94 FG 1491.30 FG 149L30 / FG 1493,70 \\\ ° FS F5 149 BS 149t18 FL HP 9 e // IFF 1494.07 OF=o.e' FS 1491.10 3.35 9 ',� PE 1493.40 - f p (g9j6q * (SSy\` FS 1491.30 2 STEPS / c�9. ®. / FL HP '9g 1 1492,08 REQ'DaFG 149150 f - / �� PLAN 28 ^ a FL GB w ` FG 1491JO 5-13% � fG 1493.60 2 FG 1492.80 '+ 9 , T+;�'t OF=0.2' qF=0.4' 5 BLDG 154 T99 y FL 1490.92~ FG 1491.30 FG 1492.70 1g913 FG 149L50 } OF,-,0.6' d 2 O FS `F. 3 OF-0.4' 10;'�FG 1491.30 FF 1491.97 �T? FG 1491.30 / FL 1493.19/ FG 7493.40 FG 193.10 �• / tea; j #1 �, FS 1A9p5 F9 149120 PE 1491.30 �FG i49t00 \\\ \ (TYP) 4 �� OF=0.3' d TE 1490.67 PLAN 3AR \\� 1492.21 ..tee• �•f` C 6 \ f V[E 1489.67 FG 1492.70 \�F 0rj� FS 1492J3 5-\ f FS 1490.75 ep� I �0\• O \cFFOT9 So, o 1490.80 FG 1492.60 i 9Z FL HP FG 1493.60 j yo /� �% °Ty9 OF-0.1' .96 9T l �[ BLDG 105 �'BT FG 9492.20�\� FS 1A9�• FG 1493.40� 1492.75 - ! DF=0.5' FS 1491.55 9 1A9 ♦0' 'N/ 9 �• FL HP 0.00 f� 9 FF 1493.37 FS o f/ \, OF fG 1493.40 P PLAN 1A OF 1404' qp� FG 1491.00`'99dY 10 �.TE 1491.44 /1 FS 158 f 2 FG 1492JO oF q 6 IE 1490,44 J 9 f TS 9493.02 F5,1492.OV,_ FS 149p•T3 1ggp,19 10 \ l FG 149LOO BLDG 155 s FF 1491.67 9,� BS 1493.0 1• O FS FS 1490.72 _ FL 1492.54 i �2 2 STEPS fG 1492.10 - FG 1499.00 /1490.46` PE 1491.00 / �EO'D FS 149t90 .,' d ` \•U BACKWATER VALVE % 5 'TG 1491.80 /� �0. FS 1491.24 �� � f•5�_✓ p g \�99T PLAN 2CR S=L2 \, /1 TO 1491.78 IE 1490.6�J\\ 0'°� 10 FS 149L38 p3 '� 6/ \ REQUIRE IE 1490.78 ,® 6s \ p A2 ° 5 1490• f O FG 1493.40 \\ d S .� ,;'I FG 1492.10 '�' / FS 149 E 1490.78 FG 1492.70 \\\ \° BLDG104 cT9922T FL GB ,1• FS 1ggp36 d "i1' \\ FF 1492.77 FG 1491.30 FG 1490,80 'y� y 1gg9•"� .0 1• PE 1492.10 OF=0.8' -FS f / 1492.t5 FG 1492.70 OF=0.2' "* FL HP �+ PLAN 2C �ry'� FG_ FS 1490.29 FL 1490.26� OF=N0 650 1490 20 `.' •�T99 FG 14%80FS 1g6g96 10 FG 1490.70 d _ FG 1492.10 �S II OF=0.3' FG 1491.40 FS FS 1490.43 OF=0.3' 2 �� / FL 1490.9,1�' 1490.13 f T FL 1491.99 V'� - - •y`.' A' ioA• FL GB FS 149089 FG 1490.80 \•9 F� . 49L30 V vS �F=0.1' FG 149t40 \\ �• e•�•'% A LW \ FIG1492 �3 W 70 A d FG 1491.40 OF=OA' p5 + fl 'X \ \ q• j d FS 149t35 1gg0• 9 \ FG 1492.10 \ l BLDG 103 M• Fs FS 146 = \ 1491.45 w� IFF 1492.07 TE 1490.47 \ FL HP FG 1492.10 / °'Sp IPE 1491.40 FC 749L40 6 [E 1489.47 a F5 1g8g. ^�.�'\' LU W OF=0.0' \ OF=0.0' PLAN 18 ^rj� FG 1491.30 10 FG 149t10 '' (/) 9 �I', 0.1' FS 1489.95, FS 1490.29 _ / TS moi._9 0' - '� / FG 1491.40 Bs i490,8 5 d• ,��� O J CO-) .J �q, FL 149124/ 2 STEPS '. / FS 1491.00 8 '` .-7 REO'D TO 1490.80 FS 1490.39 7 > [E 1489.76 ,FS 1490.90 T99T2, \ 1• 10 FS 1490.53 r �°e FG 1492.10-Z TO 1490.89BLDG 102 \ FS 1ggg,82 AA d TE 14B9.as FF 1491.77 FG 149155 \\ h -� FG 1499.1 E 1491.10 FG 1490.90 FS 146g•1g PLAN 3C OF=0.2 hi• r� s°� �M° �•��BACKWATER VALVE 1491.25 997 REQUIRED i d 90.17 o `r RIM 1489.40 S2 � �• \� 60/ FL HP � FG 1491.40 / � 9 �`• FL GB FS 1g8g•69 FG FG 1491-10 8 DF=0.0' FG 1490.80 FL 14�10 FG 1490.80 FS 1490.12 16 J � �\\ BLDG 101 \ t0 FS 1490.26 �r - FG 149t40 \ FF 1491.47A 1gg9.56 FG 1491.15\ PE 1490.80 - - A�\ a9,/ PLAN 2A ��97 FG 1490.50 ��f, Fg 1489•, \ 1490.80 .� �/ y BACKWATER VALVE FL HP ® REQUIRED ® o W FG�flhliO ti\• 1489.93 FL GB 1, N / Ty FG 1490,60 ~ �FG (TYP) 4 FL 1490,64,, 9(22 '��DF=02' 9� FG 1490.60 0 js o � rj FL 1490.06 'n.\ 1 ',•i1' �p�y 14 FIR 1491.10 .60 T99 FS 148 10 yam' a d 1 Fes\ \ f •.e� FS 1490.09 \ CONSTRUCTION NOTES SEE SHEET 18 e 4O 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 o OS INSTALL 4'PVC DRAIN PIPE 0 0,57 MIN. © CONSTRUCT 6-PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 20 30 o� © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 17 MIN,TO 4%MAX. jjD8 6V 6j23/16 GRAPHIC SCALE 1r'= 10' � DRAIN DETAIL ON SHEET 3 y m m _BENCH MARK, DIG ALERT REVISIONS APPRV DATE SEAL:. zSOUTH POINTE 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 a ELEVATION: 1900.873(NGVD 2W ESS) L+ LAKE FOREST,cr.9z53o m' RIVERSIDE COUNTY DESIGNATION:E-14-70 _ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR (( 949.588.0707 PRIGR TO CONSTRUCTION. 15 CITY AND STATE LAWS,AND A PERMIT CAN 8E ISSUED, FAX 949.sas.o7o9 , PRECISE GRADING PLANS OF P.DESCRIPTION:2.1 MILES NORTHEAST ALONG • ��, ( ) UNAUTHORIZED CHANGES RAILROAD CANYON ROAD FROM THE w ENGINEERING COMPANY Nckengineering.com (IAT.T, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C mob INTERSECTION OF RAILROAD CANYON ROAD !4✓l�, oranga San Diegokiverside-San Wis 06ispe-Bakersfield-Sarnmenm-Phcenh-Tuaon 27 m'7 BEFORE 46568 A RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 79,922.0 FEET No. You DIG! PREPARED UNDER THE DIRECTION OF: PLANS. AL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, Z7 * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ' 0 0 6 0 FEET SOUTHWEST OF POWER POLE FILE NO. m m z •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGREIL,RCE•4392 DAT Jr CIVIL �Q CITY ENGINEER qTF y' 01 Cjy�y` fj�O�Zo/L SCALE: SHEET SPECIFIC MARKER POST, BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF cAo PRECISE GRADING - 0 0 0 TOP OF CONRETE POST E-14-70. Call at bast 2 working days arlor to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.C WAN•RCE wC46568 DATE DATE: I1�T SEE SHEET 13& 14 GF FG 1489.70 A FS�� FS 1488.12 } a O FG 1488.50 ..•� / fG 1489.70 �/( 9 1488� FG 1489,40 S 1A0 �\ 10 FG 1488.40 / FL 1489.54 �99°2 o00 Ff � \1ABT' FS 1488.26 DF=0.5' \\\FF` GFR`'4BB `'>•/ 1• FS 1488.67 r - s �1487.83 -7 g �\ \ 4g FG 1488.20 ? ��- FL 1488.84 n• �, FS 1488.81 g 10 _ / ,, '` "_- - V BLDG 1A7� FG 1490.00 10 FS 1ae ��Aa dr FF 1488.871 \\\� Fc�B9 'pgys\ �� 1qe�53 b PE 1488.201 v \ \�.�/ � 9 � \\ / 1 1A9a•0Z � F © � � 1 PLAN 2CR -{- 1489.40 FG 1489.40 ` FS _ �\ .. F5 1g03 45 FS 1487.85 GFF 1490.80 FL HP FG 1489.20 9 1 / m} FG 1488.50 98 FL HP �/ X9 , d G,o wry\' BLDG 168of=a.z' y� FG \ 10`FG 1489.70"Ilk ,{ r FG 1489.10 ;f'5 CS P ly PE 1489.40 1488.63 F5 1Aal.g1 FS 1A0133 FS 1487.99 �1487.50 \ FL 1487.36 / By FL GB t FG 1487.90\ PLAN 2C °I�0 o FL GB _OF=0.3' AFC 1491.00 FG 1489.30 "�� 0 FG 1489.40 �'• FL 1489.17 Cp 0��?i 140'(•16 FL 1490.59FC 1490.90 / FL 1488.76 F``�9 �� FS 1488.60 g487•T5 y1 FS 10 FGG1487.70 FS 87.45 �-� A0�• vs FG 1491.00// \ g92� 10 FS FS 1 OF=0.5' l \FG 1489.00 FS 1488.40 9 10 �F \ 6 FG 1989.10 DF-0.V TE 1488.19 l 1487.2. FG 1490.80 FG 1489.70 h' 6 ' 9 FG�1489.6U�'\\ % �. BLDG 165 FG 1489.00 IE 1487.19 ap\' FS 1 aN 64 FS 1A069 FS 1487.59 FL GB /�` FF 1489.77 fI/ 1469.30 GF ^ FG 1489.0 -0.1' { �y FL HP 9 R PE 1489.10 Fs t4aa eo ,1� .j o, \ n 1490.60 ` v OF=0.0' / �' FS 1488.13{ 0q J -<-�� FG 1489.40 9B9 PLAN 1A TS 1489.42 FG 1488.90 gA86• FG N90.80 FG 1489.1 �� O �` 3 g CF �FL HP 9) .� pl •S2 gS 1488.78 'ti��; 8 FS 1488.27 '9 � � 2 STEPS jJ �� O� T `\ FG 1490.80�pyt � JFG 1490.60 o- � O�D CFF.1y '. 10 FS 1 F5 1p0N 45 /+ i,,,. TG 1488.60 By A 'Y L06. ' �� FS 1488.70 p FG 9490.80 FL 1490.44 IE 1487.51 V• A ,�A / _ _ 1 'J7 ti ,� BLDG 158 90 \� � 5=1.6% 5 ,,, •.`1'j FG 1488.90 FF 1491.41 FG 1490.50 PE 1490.80 �� 7 TG 14ea6a FG t48a.90 BLDG 164 \ VA IE 1487.64 FF 1489.51 1487.91 FG 1488.60 p i� \spy PLAN 18R a o s°, PE 1488.90 FL GB T \°yj BACKWATER V E A/4 FG 1469.40 \\ '' GFR,. PLAN 2B 1 S0" f m a �a r III�y' 1 O FS 1488.07 01. W \ REQUIR S=1.3% 5 TG 1490.24 7 '\FG 1489.30 \� S1• pgyo FS 1A W \ 2 FG 1488.50 W IE 1489.94 �� / v 1489.00 FL 1488.04 CF DF 0.1' 4'4 5 W _ © FG 1490.70 7 TG 1489.14 t4 �� / + � O FS 1487.80 IE 1489.14 /� ti FL HP .,__-Og 1,fG 1489.10 F 7gBg 10 p 9 1ga1.09 \ N (n OF=0.1' 3 . �,, FG 149050 1490� g FG 1486.90 of \ a� W .,�09 \ IS 1491.3 ,5., FL HP `'T� f q f \ DFG f 140.3'0 IE 1 886.61 6 W W ,k6 BS 1490.38 '. FS 1490.30 .L' (1 �/�/ W N 2 STEPS o GFq FL 1488.84 � es, BLDG 163 FG 1488.50\ � FS 1487.69 N REQ' '��FG 1490.80 / + \ G 1488.60 FF 1489.27 DF O.Y FS 148820 ry O d 1Aaa99 FS H9029 10 FG 1490.80 FG 1490.80 OF=O,Y �y PE 1488.60 TS 1488.92 ;' ^1 m 10 O BLDG 157 ya \ y� ' / O FS 1Aa6• 92 FG 1490.501488.18 ,� FG 1488.30 /l .Tv+ T�8958990.90 FG 1490.50 PE 1490:50 \ FG\ 0.50 FL 1490.12 FG 1490.30 \\\�1468.0 \ h/ \ GFR`'�gy PLAN 1C REOD FS 1487.55 �� Nge600 - 6 IE 1488.89 i;, PLAN 3CR .,:�+ f -{- \ FL� FG 1488.90 O? 7 TG/1498.00 FS 1488.10 B89> l / \\ �1487.38 1S FS 1490.69 \ Q'\• 'n \ 9 IE 1486.91 ,/I _ FG 1487.90 FL GIB o g/ 6•� FG 1489.10 'I, ryj BLDG 162 OF=OA' j .� o �( `ly FG 1490.30 FG 1488.60 S 1SY \y� FG 1488.90 5 FS 1487.45 Ej \\ \` 7 TG 1488.04 FF 1488.97 FL 1487.41 //O� BO O s \ BE 1487.04 " PE 1488.3C m \• \ FL 1488.37 FG 1488.30 •. 10 . �°•� \\ \ + �qS• �� PLAN 2A FG 1488.10 o FG 1486.00 ,`��.� FS 1487.31 ® R \ S GFR` IF=0.2' 15, CFA,� RIM 1489.40 w \ G, 19B 1188 88 1487.11 m / FG 1490.30 // 1489.85 / \\ \ y Q�? lj / ^y� FS 1489.84 ��' FL 1487.51 FG 1488.00 FL GB BLDG 161 r, `r 10 VA FG 1488.60 w FG 49oso 'ry ti� FF 1488.67 77­�,,, • `� o ./ 9 '\� 1488.40 9 �� PE 1488.00 IFG 1488.00 a -a FS 148198 FG 14 �R,1/• ��, \ \ X FL liP r- �\_ FG 1488.30 9S' 1 9 PLAN 2B �- s, 1459.66 Y' d r FG 1488.90 F GL cL a BLDG 158 �. , / '! BACKWATER VALVE �. ��� FG 1488.90 FL 1488.24 GFR; REQUIRED FF 1490.97 FG 1490.30 FIG 149030/ FG 1489.50 FG 1488.70 \-�[1{� 1gge, u 'pyo PE 1490.30 p FG 1490.30 C 9? FL 1487.24 I t a FS 1489.25 PLAN 2BR f FL 1489.63 FG 1490.00 `^ -fix "" "`^•--.,„,,,,,q- \�\ 1488.Ob/ti FG 1488.30/ U FG 1489.40 \AFL HIP ,� !!! FS 1489.22 - FG 1488.00 1• /� 1489.30 0 FL 14BT.84 - 6,& u r 'K• T FG 1489.70 I FL 1488.87 \ / f \ FL HP= _ 1� FG 14a8.30 l / N o FG 1489.40 p t FS 1489.62 FG 1490.10 \ X 1489.10 9 v h OF=0.2' \ �I FL FG W88.00 4 O \ \\\ 1 � `\.w \AFL HP �+. na F rIFS 1489.76 FG 1490.00 0 FL 1489.30 FG 1489.70 y \ FC 1489.40 6 5 -}`� FL 1487.57 BE FA CONSTRUCTION NOTES SEE SHEET 18&19 40 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 STO.NO.211 - g 50 INSTALL 4'PVC DRAIN PIPE 0 0.57 MIN. © CONSTRUCT 6"PCC DRIVEWAY(CLASS 520-C-2500) 10 s o w 20 30 P O6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 17 MIN.TO 4% MAX. �16IO bV ll,- 3 /,(� GRAPHIC SCALE 1"= 10' 8 DRAIN DETAIL ON SHEET 3 m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: zsouTr PowrE GRivE-SurtE zls 9csc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SWEET 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 a u ES$! LAKE FOREST,CA 92630 -% ELEVATION:1400.873(NOVO 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR °B4( ea9saa.olol PRIOR TO CONSTRUCTION. 16 m e RIVERSIDE COUNTY DESIGNATION:E-14-70 eoFc y CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAx e4esaa.olo9 • OF r DESCRIPTION:2.7 MILES NORTHEAST ALONG ` ) UNAUTHORIZED CHANGESI PRECISE GRADING PLANS o;tQ RAILROAD CANYON ROAD FROM THECOWAN" ENGINEERING COMPANY ri<kengineenng.com GALL BARRY J.COWAN r CAUTION: ENGINEER PREPARING THESE PLANS WILL NOT E CANYON HILLS PHASE 8 - PA 2C m. o INTERSECTION OF RAILROAD CANYON ROAD BEFORE n 46568 'O ora"ge - sa"o�ego-a�e,�de-sa"L"iob':Po-ezkersr aid s�"rame"m-Pnoena-m�w� RESPONSIBLE OR TABLE FOR UNAUTHORIZED CHANGES TO THESE ,o AND STATE HIGHWAY 71,122.0 FEET u` YOU DIG' � _ ,/ PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS NORTHWEST OF RAILROAD CANYON ROAD, - [.•fit. N. * PREPARED UNDER.THE DIRECTION OF: BY THc PREPARER OF THESE PANS AND THE CITY ENGINEER. fi.0 FEET SOUTHWEST OF POWER POLE ---- FILE NO. w m •i853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 CITBRAY ENGINEER RCE"4392 DAT Jj4lf CIVIL SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAOt7� PRECISE GRADING 0 00 TOP OF CONRETE POST E-14-70. Cal at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: gY. BARRY J.C AN,RCE -C46568 DATE DATE: V 8 SEE SHEET 14 4- r FL 1487.69 O y � hi FG 1488.20� -��7 FG 1487.90 1487.80 'FG 1487.90 FL HE / FL 1487.66 - FG 1487.90 0 9J FG 1487.90 FG 1487.90 W a F 487 6 i N. R 98 / o FG 1487.90 ,. i BLDG 148 ' DF 0.3' o, FF 1486.57 rf /41 PLAN 1AR h FG>t97.90 BACKWATER VALVE FL 1487.40 I �� FG 1487.70 FG 1487 70 i r t i%t t ,., L,,, ° REQUIRED TS 1488.22 FG 1487.65 �- (` 1487.23 �� 7g88,pl V FL GBH 2 STEPS REQ'D\ 1487.31 �Al. .4 a i FG 1487.80 FS 1487.40 p FL GB c�'` f' \ "� � ��� if © ^ FG 1487.70 m' �`V. ' FS k87.38 OF=0.2' 9 0 N69'28'16'£ 2.73' FL 1487.82 33" FG 1487.60 '9, .40. 0' DF=0.3' N p +.,,., . 10 FG 1487.40 9 OO� FS 1486.95 FG 1488.30 a6 F� 1,165° 46"W �", �j.. / FG 1488.15 > 4.79'� (O �apt?FO Cj G 1_ FG 1487.83 148 �\� 4 (TYP) '°\ � i--� ' W 4`' r'R'`N FL HP FG 1488.30 !� LLI /5 r ! r F4a &� 60 FG 1488.90 N ti / FL 1488.05 WO FL 1487.50 FG 1488.30 uj GF FG 1488.90 ti 0.00 , �f BLDG 5.22' 1487.36 f FF 1488.97 1488.25 a n - FL GBH PE 1488.30 h° ,FL HP - FG 1488.30 AAARo. PLAN 2B N OF woe .� BACKWATER VALVE FG 14a8.9o.. - w 4 w 9s REQUIRED �. 9` FG t4e9.5o \NR�� Willy , RIM 1486.73 A�� 0 .x FS 1487.66 FG 1488.30 /� 1487.11 y�" 'G� t a E51g9 I`, FS 148751 cFR '� FL 1488.68 FL GB"�, "' qg0���,l © •v� 9 �ag�3� f t._...� a 1/ FG 1489.50 r FG 1488.00 >i ti��(�q� FL GB BLDG 77 �9 '� 20 FG 1488.90 FF 1489.57 FG 1488.90 FG 1489.35 FS�A9� PE 1488.90 qr�Q Aga�2 '9a PLAN 3C r o , . 6' 1488.P9 0 FL 1487.24 .FL H 1488.35 t0 A wy s 0• FG 1489.20 _ FG 1488.90 FG 1489.50 9 d OF=0.3' FS 1488.09 A FG 1490.10 - E >TM f FG 1487.30 �FG 1489ZO 1488.22 w FL 1489.32 N F B �� ��92 \ 4 (TYP) °s 2�2.3 '14Bi.a7 ��f� FG wes.to BLDG 78 \ m ' ' �' FL GB 4 lJ DF FF 1490.17 d 5= s'ra '°Fs t487.71 FS�q���e� ��� PE 1489.50 C�D ,�� FG 1488.20 �9? FS ¢A \vyB96 PLAN 2A FG 148950 FG 1489.90` l FG 1489.89 cp CONSTRUCTION NOTES SEE SHEET 19&20 O4 FENCING PER LANDSCAPE PLANS INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED - g CITY OF LAKE ELSINORE STD.NO.211 O INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. O CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 zo 30 _ G © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O CONSTRUCT SWALE 0 1% MIN.TO 4%MAX. GRAPHIC SCALE 1"= 10' :. o K' DRAIN DETAIL ON SHEET 3 - 006 0V �r/,?,3i y U° BENCH MARK: DIG ALERT REVISIONS ___ APPRV DATE SEAL- 2 SOUTH POINTE DRIVE-SUITE 275 3-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE P�_ANS SHEET m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERL�IED BY CONTRACTOR CITY O F LAKE E L SIN O R E a ESSI LAKE FOREST,CA 92630 1 m a ELEVATION: 1460.873(NGVD 29) .____.__ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR .0V4! g4g,588.0707 PRIOR TO CONSTRUCTION. �+ RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. eyIra (FAX)949.588.D7G9 PRECISE GRADING PLANS DESCRIPTION:2.7 MILES NORTHEAST ALONG .w UNAUTHORIZED CHANGES, OF F w ENGINEERtNG COMPANY ricken gineering.cnm 0 ^ RAILROAD CANYON ROAD FROM THE CALL "- ¢ BARRY CO AN m oange sa„o!ego-RN-ide-Saniwom:oo-seker.Add-saasmenw-anoen�-moon CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C g m g INTERSECTION OF RAILROAD CANYON ROAD I BEFORE Iq, 46568 s RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 27 c I m AND STATE HIGHWAY ii,122.0 FEET YOU DIG! * PREPARED UNDER THE DIRECTION OR PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - L 0 T 3 SHEETS s c NORTHWEST OF RAILROAD CANYON ROAD, L.WK7 _ _ ZI BY THE PRFPARER OF THESE PLANS THE CITY ENGINEER. $' 6.0 FEET SOUTHWEST OF POWER POLE BRAD FACRELL,RCE•4392 DATE - J' CIVIL /L FILE N0. -1853732E,9.0 FEET NORTHEAST OF A 1-800-227-2600 CITY ENGINEER f'�tF a\ ..ow� 6lZC�Zo 16 SCALE: SHEET SPECIFIC MARKER POST,ABRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAVX PRECISE GRADING 0 0 TOP OF CONRETE POST E-14-70. Call al bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.tOWAN,RCE •C46568 DATE DATE: V� f ,. I I I I SEE SHEET 15&16 1489.93* / v F•�T 10 cF9 FL GB \. o ! f FG 1489 \ FL 1490.64i FG 1490.80 99L22 S DF �• M FS 1 .62 FG 1490.10 )( I. (TYP) 4 -- FG 1490.60 m s OF=0.2' \ J7 FL 1490.06 pc'o.� ^• \• Ord y 13 10 S FL 1489.30 FG 1489.70 \ ' 'y FG 1491.10 FG 1490.60 `7yJ��1 FS 1489_B7 90 r� FS 1q8 �'FS 1489.76 OF 14900.00 Ao \ FIG 14 90.85, / �. FS 1490.01 \ FG 1489.70 T / r; 1489.17�� l• y 1489.60 \1490 60 BLDG 100 FL GB✓"S5 FL HIP o, FL HP 0.80 9 �9 FF 1491.27 FG 1490.60 �\ FS 1489.29 �I• BLDG 159 y% ys °�99i PE 1490.60 ^�� T /✓ a$I' FF 1490.37 �l r / p PLAN 36 / 1489.56 5 1gg9.02 fo ��� PE 1489.70 FG 1490,60 f FL GB F VS 14agp0 „! PLAN 3AR ik FG14 FL 1490.39 p5 1489.19 04 8 y "\I FG 1490.80 FG 1490.20 ✓ � �1• ` FS 1489.23 4p' ✓� FG 1490.60 FG 1490.20 0• `v E5148B 91 ./l, 10 FS 14139- �� FS 1489.37 149020\\ OOO®®® \ �` FG 1489.70 ✓ �FL HP FG 1490.60FS 1489.72 ti B _ p LDG 99 FG 1490.10 , 1.1% ✓ at DF=0.1' '�' '"'�m� 6 g3 �-- FG 1489,40 Og 9 O FF 1490.87 p 146' 1488.97 ' PE,1490.20 a FG 1490.20FS FL GB FL 149.02 FG 1490.20_ ,pos PLAN 1C OF=0.0' +�. -•• FG 1490.20 10 FS 1490.12 - \ FG 1490.60 FG 1489.90 1489.23 "56> FS 198g•gs ";r 1 I� i GEC Df=0.3F5 1490.49 Lu G� W FL 1489.36 W FL 1489.44 W '. 1489.85 FG 1489.80 U) � FL HP 9 9 F DF 0.0' FG 1489.70 ._- ' � n v .o w• 9 q FL 1489.21 FL GB v 3.4%� w FL 1489.71�i� r 16 3.5' __.. 6 8 ��FL 1489.53 FG 14�89.90l f pF48074'. RIM 146889 'r FG 1490.20DF` 0.2 FG 1490.10 FG 1490.1C •` y T_ T­ FS 1489.53�-- � 5.0' 10 _ FS 1489.39 J7p a F 1q`88.99 7.3%+9.7 I / ' BLDG 98 ° FS 1489.23 a \ FLrHP- o FF 1490.77 © � w PE 1490_10 I FS 1489.37 90 q PLAN 2AR FG 1489AO W DF=0.3' FG 1490.10 FG 1490.10 Fg 19gg Oe y.o 1488.87 10 ��� FG 1490.50 FG 1490.10 FG 1490.10 FL GB t _ - y 'J-�J GF o 3.2' o FL 1489.96 co_ - �� 1489 50 F+S 1 Hi 1 o w o N - _ (TYP) 4 FL GB y 98g•16 � < FG 149050 - ...,� 5.0' o' 2 -FG 1489.10 UI [[[ 1490.15 (( (TYP) 4 FG 1489,70 g" CONSTRUCTION NOTES SEE SHEET21 O4 FENCING PER LANDSCAPE PLANS 7O INSTALL 4'ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 _ O5 INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. ® CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 20 30 6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE 9 CONSTRUCT SWALE 0 1%MIN.TO 4%MAX. O DRAIN DETAIL ON SHEET 3 O vas AV 6/Ze3I« - GRAPHIC SCALE 1"= 10' N N a m J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 250UTHPOINTEDRNE-SUITE275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET ELEVATION: 1400.873(NGVD 29) - ESL LAKE FOREST,CA 92630 RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'4( 949see.a7m _ PRIOR TO CONSTRUCTION. 1$ f r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FA%)949588.G709 PRECISE GRADING PLANS OF °o DESCRIPTION:z.7 MILES NORTHEAST ALONG � � UNAUTHORIZED CHANGES'_ H ENGINEERING COMPANY rickengineering.cpm 27 T RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN ,�„ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8. - PA 2C L INTERSECTION OF RAILROAD CANYON ROAD - 'A Orange san Deg. Rversde San Luis Ob,po-Bakersfield-Sacramento-Phoen&-Tutson RESPONSIB'-F OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE N, 46568 YOU DIG' PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS VUST BE APPROVED TR 36118 - LOT 3 SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, �.CLkCX �f! ZT��j * '~ BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE19 FILE NO. m m z a1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 BRAD FAGRELL,RCE•4392- DATE CIVIL a CITY ENGINEER �4T(, �� �� L�/�' b SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNIIERGROUND SERVICE ALERT CHECKED OF CAV\ 9 - PRECISE GRADING g g$ TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE'C46568 DATE DATE: - i i SEE SHEET 16&17 1489.30 __ + FG 148&60 �--� \ 6,11 II FG 1487.30 FL HP=`'� )L '-' fL 41 88.87 pG 1488.30 FL 1487:84/ / �\ g, l � G FG 1489.40 '� FL HP \ - / \` ��80 ,� g148T-47� FG 1488.00 Y A� FG 1411.41 �� AFL HP ti �� `+ S wg� 'FS 1487.71 , \� 6.5_ FL 1487.57 r �p i✓" c k �. FG 1488.20_ Vy 1489.60 FG 1489.40 �, 1487.70 fL HP f 9 `�- �• -! FG 1488.30 l x ""dam FS� FS 1487.57 10 1 g� 4 fTYP) 1 \\\\\\ 5p GFR=1489.82 a5/1 FG 1487.70 �'°S ``� 9 FG 1489.40 l ` vy \ 6 F X FG 1489.60 BLDG 160 FG 1489.44 FF 1490.07 FL 1 11.14 PE 1489.40 . 4 (TYPI BLDG 178 PLAN 2CR 5.d FG 14ea.00 3 �� d f FL 1489.43 _- �� a� a00 FF 1488.87' FG 1488.20 � F 148G 1.75 � � � '� ��g��3 `Fs t 1Fa�-GB �F PLAN 3A / FG 1489.40 148�5� S ` FL 1487.93 � GFF' 1488.41 FG 1489.40-- F� - '3 487.96 FG 1488.20 BACKWATER VALVE s � REQUIRED 1488.85 1488.50 FL GB ® �•. �, 1000, R 0rO`8 FG �, 0 10 FS N88.80 �� FS lyB) P _ 1488.10 \ .„ `� 4L. P. 7y��4 vj © FS 1487.82 OF ,/' ��� FL HP i� FS 148&66 ,oS �+ FG 1488.20111A �+• ,•.. ""..� ♦ D lye ,�,0',p` . { kh,. ? rX F R� \' �9d p 7 S - FG k8820 / FL 1487.78 :'. _' S FS 148&18 1487.91\R' W / R � FS FL GB R ° BLDG 177 X R F oo N FG t488.70 \✓ FG 1488.50 FF 1489.17 \ �/ 0.5_ %. - °a 3 PE 1488.50 FG 14a8.50- �6S FS 1488.04 5� \;• PLAN 3A FR L FC 149150 W 2. cl) 1�1 FL 1488.04 W _ S a �n FG 1486.45 y a� Lu W ��9 GFF _ y cl) ------ ,�,5 �.7yB�� FS 1488.87 �� �� FG 1488.50. \\ FL HPz FG 1488.70 BLDG176 FG-148850 Z 1488.05 FF 1489.37 - // ,r' N f J,, 'OS 9B9 'gee? 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IE 149 \` ti GFR=1490.12 w �� IE 1487.92 FL'HP 11 FG 1489.20 FG 1492.90 �1492 \ FG 1492.80 T�_ 1 \�_' F _ ( FL HP ,,� \ PLAN 3AR DF 14901650 GB 1489.20 •,,,,�--• X T TG 1491.80 \1 L�� 0 1 �\ FG-1492.80_ IE 1490'3 _ , s CONSTRUCTION NOTES SEE SHEET 21 &22 q U o 40 FENCING PER LANDSCAPE PLANS INSTALL 4"ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4-PCC WALKWAY PER MODIFIED - - CITY OF LAKE ELSINORE STD.NO.211 INSTALL 4'PVC DRAIN PIPE 0 0.5%MIN. © CONSTRUCT 6'PCC DRIVEWAY (CLASS 520-C-2500) - w 5 0 to 20 30 ac a �6 INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE• 1%MIN.TO 4%MAX. A ,t, GRAPHIC SCALE 1"= 10' c$ DRAIN DETAIL ON SHEET 3 'A/Q U' 4/.ZJ /16 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH FOINTE DRNE-8UI7E 275 �49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESSIIuKE FOREST,cA 9z63o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTGR CITY O F LAKE E L S I N O R E 19 ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR " 04.'47 949saa.m37 - PRIOR TO CONSTRUCTION. - RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 4� (FAx)949sa&.o7o9 DESCRIPTION:2.7 MILES NORTHEAST ALONG ,`J - UNAUTHORIZED CHAN(iE$a OF m ^ RAILROAD CANYON ROAD FROM THE BARRY J.COWAN = ENGINEERING COMPANY rickengioeenng.com PRECISE GRADING PLANS +� _ CALL. r^ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 oranse san sego a.ersme San Luis Obhpo-ga!�rsg ad-Sacamenro rhceniz Tuaon 27 �,p AND STATE HIGHWAY 71,122.0 FEET , m PLANS.N ALL OR LIABLE 'OR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2C YOU 01c! PREPARED UNDER THE DIRECTION OF: PLANS. ALL RANGES TO THESE PLANS MUST CI APPROVED TR 36118 - LOT 3 SHEETS - S NORTHWEST OF RAILROAD CANYON ROAD, � Z7 6. a r BY THE PREPAR6R OF THESE PLANS AND THE CITY ENGINEER. FILE N0. 1 6.0 FEET SOUTHWEST OF POWER POLE BRAD:AGRE_L,RCE 439 DAT CIVIL ! - "---- e a: •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 �4T a� SCALE: SHEET SPECIFIC 1s CHECKED CITY ENGINEER F ` riAlew- 6'�11Z�(G'.- _ «� MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: OF CA11 , -- PRECISE GRADING \4`0 o F TOP OF CONRETE POST E-14-70. Call a+leas+2 working days prior to excavating. BY: BARRY J.CO AN,RCE "C46568 DATE DATE: SEE SHEET 17 cn `'"^.,. ��a�b ® �� 0�''N• ,��. �9 F01489.50 _ FS 1 1488.22 FL 1489.32 T ^r f FG 1489.10 BLDG 78 gA �F=OR F 1490.17 FS NAa e� AFT PE 1489.50 g e• \ \ t9' FS 4a °� PLAN 2A � \ �41, \�9d, FG 1489.50 FG9.90 j,. FG 1489.89 _ S A.,, \ v � � FS 1488.83 10 v 1489.50 \ / \ \ f5 1488.69 FG 148950 f DF i ES a 1 8.86�� �� \ FG 1490.10 �. 48 FL GB o_ FG 149FG V189.80 0.50 a q2 ✓ DF FG 1490.N1 FL 1489.94 `•\ 2 gag5oEl, BLDG 79 FG 148825 FS N �T FF 1490.77 o Q 14- :' •� PE 1490.10 y FG 149050 C► \1 FG 1491.00 "- \ t)>L A1, FS 1489.43 10 eti1•�,po PLAN 38 FG 1490.10 9 y p \ e \ FS 1489.29Ol 5=1.0% 5 C{ �' TG 1389.73 7 DF \ - FS 1489.90 \6= IE 1388.90 5. 1490.10 '\n 4i HP \ �- S Agag'Ig �' ©1. FpF49p32 FL HP 1/ �TG 1389.80 \\ ' _� 6 TE 1489.44 FG 1490.10 IE 1388.64 IE 1488.44 TS 1490.82_ \\ I- ��FS 1490.00 i FG 1490.50 BS 489.98 \\ - A \,, FS 1489.65 STEPS �� \\ FG 1490.90 / FG 1490.40 REO'D y 4 (TYP) , '' 1Aag' FG 1490.30 r F�1.00 - - FS OF=0.2' N:,* �`�o �/ �- 1490.50 W DF 1490.ON 9� i6 ✓ _ _ /FG_1490.50 Fl HP W FC 1491.50 FL 9490.24 / \10 ; O o' FF 1491.17 qd FG 1490.90 FG 1491W \.. 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SSS / FS 1490.72 \\ FG 1490.90 o \\i FS 1490.27 �p m CONSTRUCTION NOTES SEE SHEET23 O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4'ROUND DRAIN GRATE(NDS 13 OR APPROVED EOUAL) 10 CONSTRUCT 4-PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 - w a p 1p zo 30 SO INSTALL 4'PVC DRAIN PIPE®0.5% MIN. © CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) W _ © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN.TO 4%MAX. ��Q 6/j3/�6 - GRAPHIC SCALE 1"= 10' DRAIN DETAIL ON SHEET 3 - m m REVISIONS _ APPRV QATE SEAL: J-1.4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH N C H MARK DIG ALE RT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 2 SOUTH POINTE DRIVE-SUF(E 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET ELEVATION: 1400.873(NGVD 29) ESSI LAKE FOREST,CA 9263p RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OMA7 . 949Ssa.mo7 PRIOR TO CONSTRUCTION. 20 eEFOa , CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. FAx 949sas.0709 o DESCRIPTION:2.7 MILES NORTHEAST ALONG -- -"" ��, ( 1 UNAUTHORIZED CHANGES OF ENGINEERING COMPANY nckengneerngcom PRECISE tG+RADING PLANS e RAILROAD CANYON ROAD FROM THE BARRY J.COWAN = CANYON HILLS PHASE 8 - PA 2C no �I'I' ¢ n Orange San Diego Rverslde-San Luis Obispo-Bakersi eld Sacramento Phoenu T c:>on CAJTIDN:THE �N GINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD �e A 2T AND STATE HIGHWAY 71,122.0 FEET n"7 BEFORE Ra• ggg6g RESPONSIBLE OR IABLE 'OR JNACTHOR MUST CHANGES TO THESE YOU m0!. PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT "3 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, * >~ 6.0 FEET SOUTHWEST OF POWER POLE Z7 BY THE PREPARER OF THESE PANS AND THE ITY ENGINEER. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE#43920 DATE Jj CIVIL �� ��yy..��� -- FILE NO. CITY ENGINEER '�tE' C$� CeaaRRw.. �- SCALE: SHEET SPECIFIC -7 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CA��F PRECISE GRADING - 0 00 TOP OF CONRETE POST E-14-70. Cal at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J. 0 AN,RCE -C46568 DATE DATE: \ 0 R I i I SEE SHEET 18&19 I FL 1489.96 1 ; 3.8% G 1489.70 `;, 9 } F --• (�� I �(w DF=0.0' FG 1489.20 GFR=1489.82 i 1489.50 PS 14 t``,L.0 o y I'o , �?r FG 1489.20 (TYP) 4 O9 -►i FL GB 8g'16 �� .. BLDG 172 FG 1489.20 1 FF 1490.37 :� o G 149050 FG 7489.10 00 PLAN 3CR TG 1488.92 -FG 1489.40 14IL HP 1490.15 I [I (TYP) 4 GFR=1490.12 IE 1487.92 FL HP 1YY 1 I t FG 1489.70 wo , 7 -�� r 'I FG 1489 20 1� i FL HP N fft I t DF=0.0' n� II 1489.93a-- . 36 I FG 1489.40 4FL.2 _ _-148�.20 FG.1489AO yam,,,,.•'"•^" FG 14\9240 1.2 y `---'I FS 1489• �.' FG 1489.70 �T^ FL HP +<FG M8925 FG 149L90 7.3_%y FG 1489.70 v o FS 1489.79 BLDG I I 1489.50 �. 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I BLD4912�7 FL 1490.95FG 1491.90 18.0' I(TYP) 4 OFF 14920T_ FG-0.0'0PLAN 2CR e� 4 iPLAN 2AR FG 1491.90 DF=0.0' WFG 1490.80 `FG 1490.80 5-1.6% I 14aglFG 1490.80 FG 7491.606.7% . j FG 1491.10 3.0� FG 1490.80�. FG 1490.80-3.8 F 1' � ; e PLAN 3B 5.8' FG 1491.80 3 " gw h�1 FL 1490.68 1490.66 =149�1.1T .� m - GFF 1490.82 a° © a: �r W 7 i FL 1490.84 o c •- `�_ _ ""�'"' FL GB FG 1491.60 i., FS 1491.37 W g / FS 1490.22 _ 1491.37 FG 1491.60 FL GB FG 149t10 Il 3. ' FS 149030 TE 1490.20 6 'Y",aY 6 li GFF FG 1491.20 5.0' TG r1390.64 FG 1491.00 F 1490.90 92' R - �u 1 F O.�B :n �+ fL 1490.54 O 10 FS 1490.95 �� FS�9 bi 9 IE 1389.64 DF=O.Y g 7 , ' (TYP) 4 7 10 j FG_.149120 bt FS 1490.81 TG 1390.50 TS 1491.42 I -- <n IE 1389.50 2 STEPS FS 1490.60 - `� --- �\BS_1490.68 i j \\ FS 1490 4 1491.00 I +k 10 FS 'si FL HP�= 1.2% FG 1491.00 p5 148g 9q �� ` y0. 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I�JO p bV 61i al�,6 GRAPHIC SCALE 1"= 10' o m DRAIN DETAIL ON SHEET 3 I`� BENCH MARK �-a905c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS m m REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 LAKE FO FOINTE DRNE-SUITE 273 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET ELEVATION: 1400.873(NGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q1EMSS104'q • LAKE FOREST,cn 9ze3o PRIOR TO CONSTRUCTION. 211 RIVERSIDE COUNTY DESIGNATION:E-14-70 / 949.588.0707 w CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �• (FAx)949.588.0709 PRECISE GRADING PLANS OF a+°o DESCRIPTION:2.7 MILES NORTHEAST ALONG � � ENGWEERWGCOMPArn k gineering:com UNAUTHORIZED CHANGES; RAILROAD CANYON ROAD FROM THE BARRY J.COWAN = gas eAl.r. m orage San Diego-Rl�Nde-sang,i,oas�BJ,�ela-seamen-Phoe�i T�«on CAUTION: ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C 27 INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 m „ AND STATE HIGHWAY 71,122.0 FEET You 0i0! PREPARED UNDER THE DIRECTION OF: RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS b NORTHWEST OF RAILROAD CANYON ROAD, Q7 * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE - -- FILE N0. •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 BRAD FAGRELL,RCE•439 DAT .�4 CIVIL da SCALE: SHEET SPECIFIC 1 MARKER POST,A BRASS DISK SET IN THE - CHECKED CITY ENGINEER Tf G►MeN-- `I/O 41D/b PRECISE GRADING UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: of CAS , a 0 5 o TOP OF CONRETE POST E-14-70. Call at kart 2 working days prior to excavating. - BY: BARRY J.C AN,RCE C46566 DATE DATE: V *' �f SEE SHEET 19&20 FG 1486.90�� 1488 70 FL 1488.54 \ FG 1492.80 !' , Lv _FG 149130 \ 1490,31 n i GFR=1489.82 / FL,HP ., FG 1492.80 �- \ fFL GB F_G_94.89.20 FL 1492.37 f K BLDG 181 •. ' �l �'v GF FS 1490.86 S 9 A FG 1489.00c,%.� �� `\� `r \ ' ^ / FG 1492.40 i �� \ �� 7 TG 14 FG 149210 FF 1412.77 FG 1491.50 10 Avg - 1489 0 L/.'9' FL 1488.76 ,.-• jam. it IE 1491.13 FL HP i� -�i%1492.60 L'J�jw FG 9492.80 e� -� PE 1492.10 ,,% 1490.97 s.,, O FS 1490.72 ppp �'- > FG_9489.4_0 �- f FG 148920, ` �? PLAN 3AR F- FL GB \• ` II FG 1489.20 I� ,,,v-' x FG 1492.90 FL HP \ _ TG 1491.80 i 111 - i: \A ��FG 1492 80 7 ` FG M9L50 _ � �� [E 1490.93 �` F FS 149027 � _ MEN f i ...--'{�"''� FL 1491.92 AOr Z FS 149L90 ,., / \ _ FG 1489.40 "' ..,.• I 148920 ,w-�•,.. f 6.5�, R�1g932 TS 1493.12 5 S=22X FG 1492.40 9 �. GF BS 1491.98 FF ,n FS 1491.46 FL HP -FG 1489"9.zs �k \\ .�� FG 149z.eo 9 BLDG 182 �. 2 STEPST FG 1492.7D FG/ � FF 1493.47 REO'D/� FS 1492.00?, 10 �Yg: - x ` 1FIL HP FG 1492.40 PE 1492.80 'FG_1492.30 6 O y 96 �61• ...,•••^^' FG k89.40 IIi FL 1491.44 + \ �p�'''"m•� f -OF-=0.5', '9 {n FS 1491,32 0 ` X �� �� PLAN iCR 90 FG 1492.30 a ' a, FG 1492.46 o A FG 1492.80 o 1491.60 g 5 0' 1A93.22 9 DF-65 TE 1491.50 FL HP - GFR- FL 1492.04 \q92•/ [E 1490.50 7 X FG 1491.60 9 GFF , OF 14902770 IFS 1491.- 9 99p) aFG 1491.90 BLDG 183 N FL 1491.28 �.- FF 1493.47 _ 10 Iy4 �F 5.0� 5 c FG 1492.80 A` ' A_1� o �'` PE 1492.80 9' s �y�q _ 5• j © IFS 1492.29 �99Zp F, FG 1499.90 ` PLAN 28R TO 1491.24 8 [E 1490.24 - 1 1A92• FG 1492.800 ` 1491 s.91 e / e GFR FG 1492.80 , FG 149t60 FG 1492.40 � ;? BLDG 184 \ GFF %9' \ lie ( Fs\ s FF 1413.07 S ✓ V �99 32 ` PE 1492,40 FG t4s2.eo /yl, 1492. i cFR S=1.OX PLAN 3AR ® t0 FS 1492.16 �s�� � ��� t FS 1491.57 t ;, - o, 7 i BLDG 185 ` 1491.46 FS 1492.02 s 3 ay IL - FF 1492.5- FS t492.t2 1 v ✓- 1. 251 FG 1492.40 FL GB 9g�) �- ti. J, 6 TE 1490.55 '�4%" \3 >,y IE 1489.55 PLAN 1CR _-- '� FG 1492.40 �„� ,p ,,. 151 �� �o to N FG 1491.90 �� O s T T 1� A �o �� FS M9117 FS 149110 r FG 1492.00 'v © 99�5 ~ �, ;A '`im FG 1491.70 490._9.5 I 10 :� FS 1492.04�'� -+ - 9 RIM 149122 'M 8O '� N H �1 =1492.01 'o in 10 FS 1491.69 FS t 1-C ;-"'� x �-' DF-0.0' FG 1491.20 FG 149L90 o /4 r� 1491.40 W GFF TE 1.491.10 ,r 9� - W W -� DF=0.0' 6 _ S J =, a /� R ! DF=0.3' p FG 1491.90 FG 149t90 [E 1489.97 FS 1491.55 vg9j 6 C yso// i' \ , \m a FG 1491.60 \TS 1492.02 W - \N � ...�- 5.8� FG 149t80 d� •29 J's 1491.11 4D 1D' OF=0.1' '25STEPSTB (/� W 1490.82 a O 'ys FL GB o REO'D' FS 149L00 UJI W G 1491.60 ttt FS 149t3? 9i0 ''s FS 1491.61 i TG 1390.80LU FL GB FS 149t60 FJ. G - .-�� / 1 7 N � x `'9 - 10 FD 1492.10 A 1ggA$ IE 13�9.75 1 .<. _ FS 1491.47 OF=0.2' GFF S-1A2 5 , 5• s FG 149t70 BLDG 84 10 FS 1490.95 "s;• FF 1492.37 �s 9oSB �O9v '" sl se 1�91.GB �� o �� PE 1491.70 FS 1490.81 FJ. 7gSp RIM 1491.22 �y PLAN 1A i. - 7qy Sj =a T s FS 149225 •,a FSv psi OF0260 �,, ��• i� 0.00' FG 1491.70 FG 11492. 10 �L q DF �qgg 12 1492.11�i 'r'"i ,\A92• �- '� G��" s W T zs FG 1492-30 BLDG 85 T s \�z o R ' FG 149z.70 FF 1492.97 � :_ - s ' FL 149t85 i } w y9d FS 1492.12 1491.96 \N• A5' 9 PE 1492.30 N 0 TO% - e FL GB �_ �� S � �" •�' 0.0' PLAN 36. FG 1491.70 149120 s • I - �y 90 FG 1492.70 !� r i 0.OF FG 1492.30 ! FL HP '�° �....------"' I I s � �� © FS 1491.98 4� AA929 • Ag2;12 � \ iy 6 a (----- r _, ,., • 'I �, vyo.> `' Ny FG 1492.80 C " 1491.63 m FS 1491.75 � o BLDG 86 r `i FL 1491.57 �i \N. FL GB FF 1493.47 ® FG 1492.30. ►"',/� a, 'yam to OF 1492.20 �p PE 1492.80 6 0' ...•' " N FS 1491.61 4g' �i \+� PLAN 2A 9 11�7.1 1 FG 149170 FG 1492.80 I o a' os"' FS 1491.37 ~ o t GFF°1gg2 t if 1A9322 FG 149223� \� FL HP FG 1492.30 �� - FG 1492.70 --FS 1490.47 TE 1490.80 } ® 10 FG 149200 149126 w BLDG87 �- FG 1492.80 7g9p3g 6 IE 1489.85 FS 1491.23 FL GB _ \,,%I o FL 1491.76 FF 1493.37 FL 1492.17 """y"• a C FS 1491.50 m 51 FG 1492.30 PE 1492.70 •s' �i "°'"d N 92.30 o N A GFF%149& �� OF=0.1' .....•,", 4 (TYPI FS 449t13 BLDG 88 : ,N FG 1492.70 PLAN 3C � FG 14 -+ O -+ 10 �'', FG 149Y.40 ,��pC1[ 6 " in �� 8 �� FG 1491.60 O �: FF 1493.07' lei,, .r' A493•12 !� �Fl 1492.80 \\ 1492.40 "'"•" EX SIDEWALK r PE 1492.40 GFR` FL HP _ FG 1492.80 a ? 1490.52 0 c A492.1T PLAN 28 n FG 1492.70 4 FL GB FS 1491.55 '� GFF -\ •�_ �� �� ,,,..•'' EX R/W FG 149200 - FG 1492.40 �i�' FL 1492.42 �! r,,,,.• �,,. CONSTRUCTION NOTES SEE SHEET 25 11' 4O FENCING PER LANDSCAPE PLANS O7 INSTALL 4"ROUND DRAIN GRATE(NOS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4-PCC WALKWAY PER MODIFIED `g F F�1 CITY OF LAKE ELSINORE STD.NO.211 INSTALL 4'PVC DRAIN PIPE 0 0,5%MIN. © CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 20 30 8 C8 r A o U INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1%MIN.TO 4X MAX. pp,� - GRAPHIC SCALE 1"= 10' DRAIN DETAIL ONSHEET 3 71/O•�,y d V &,"23 /9 - t m BENCH MARK: DT('i A T L DT REVISIONS APPRV DATE SEALS 2SC THPOINTEDRIVE-SUITE275 J-74905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT j THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S FN 0 R E LAKE FOREST,CA 92630 22 ELEVATION: 1400.813(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �4( 9a9s FOP,E$7 PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAxj9asssa.o7o9 om DESCRIPTION:2.7 MILES NORTHEAST ALONG �� UNAUTHORIZED cHnNces= PRECISE GRADING PLANS - of y ENGINEERING COMPANY ricken g'neering.<om `^ RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE m ? INTERSECTION OF RAILROAD CANYON ROAD A� A orange San Diego-Rivenide-San Luis Obispo-Bakersfield-SaaanieMo-Phoend-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 - PA 2C 2� AND STATE HIGHWAY 71,122.0 FEET y"+�' BEFORE �• 46568 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED YOU D10. PREPARED UNDER THE DIRECTION OF: SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, ZT * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 3 FILE No. 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRE:_,RCE"4392 DA Jj CIVIL �a 9853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 4l SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED CITY ENGINEER P OF CAV\ ^ ZOO PRECISE GRADING 0 0 TOP OF CONRETE POST E-14-70. Call at least 2 working days Drlor to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE •C46568 DATE DATE: i I i SEE SHEET 20 e FG 14 �, 1490.31 = 91.300 \ 14 FS.1490.86 m 8 1O vgoO 0 FS 1490 721.07 FG 1490.90 FS 1490'.27 1490.02 ' FS 1490.14 FL GB qs 515 s� FG 1490.80 ` 3 S v I FS 1490.00 v \ u FG 1490.20 tiV p y j 1490.16 d s FS'1490.60 FG 1491.00 g T 1 'yy OF=0.2' R NaOA � '� r✓ G r r os 10 FF BLDG 82 FS 1490.46 �. FG 1490.8o FF 1491.47 r' s 0.5 FL 1490.30 PE 1490.80 A 'yy FS 149t.57 m a PLAN 3B FG 1, .80 d ✓rr ` �^ qp o 0.00' FG 1491.20 FG 1490.80 s TE 1490.60 _ ,1. OF 1Ag12'L o FL 1490.48 r rr ✓/ ,�" IE 1489.55 „Y /AgN:S 90 "y`pp 'sta FS 1491.17 FS 1491.tt) i GFF Y,/ '� r^'� ✓ .r r N sa' O 11,, FG 149t70 �� 'S l:l FG 1490.50 / r` r ✓ rr OF=0_0' FG 149t.20 BLDG 83 N. .1490.11Lu �,v s r✓ "` ,/ LV e w OF%=0 1492.02 PE 1491.87 5� -(9� �'d FL HP O �� Prr rP r,✓✓ N 1491.11 �D � 20 9 DF=0.1' 2SSTEPS " PLAN 2C qg0, `� FG 1490.80 r ✓ r✓✓A p I___S rP FL GB FS 1491.00 1 rrrr �V ! I °° ,` Pr` W // REQ'D� GF0` U, FG 1491.20 \ - r " FG 1491.20 Ll.1 4.L /1 7 TO 1390.80 TG 1390.84 FL 1490.62 ,f cn /'>t g1R `E`9389.75 7 /-\r- // r r r ✓ FG 1492.10 ` 1a ^ r ` S-10X .. IE 1389.84 // r' / ✓' '' ddr rr ODE=0.2' OCF - R FG 1491.70 BLDG84 FG 1491.00 ,,r' '� ^^` ^s rr` ,,✓ ",.�'` "--"` r'' ✓r FF 1492.37 /. FG 149t2o PE 1491.70 4 (TYP) rP rP✓ �.� - r ✓ rrr °V PLAN to �� - 1490.8s rrd r ✓✓ f rr dr rl 0.00' FG W91.70 5� FG 1491.20 FL HP "` - ��10 E1/ GCR OF FG 1491.70 FL 1491.04 FG 1491.20 ,,o°° `�1Y0 rrrr ✓ dr r 1,,. rrri FG 1491.70 149120 ` FG 1491.70 s ,:�� `- ''r r,+ rP rd r rdrr f FL HP Z OZt` ,P //Y � 1A'`L3�Z,.r CrAC.� � ✓'fr` rr'"r r - rr .. � FL 1491.57 /� Op'``-" � /✓ drr rd / rrr .�FG 1492.30 rrrr Pr rrr Prr FG 14TO 1491.75 \\ FL HP fG_1492.30 j/ r''r �,'" r✓P rrr /� ^ _ f dr j rrrr .d PrPr rrr,/ IN J 4 (TYP) r ✓` r'P r P EX SIDEWALK EX R/W ` rPrr ✓`"^ l "^^ CONSTRUCTION NOTES SEE SHEET25 O4 FENCING PER LANDSCAPE PLANS 7O INSTALL 4"ROUND DRAIN GRATE(NDS 13 OR APPROVED EOUAL) 90 CONSTRUCT 4-PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE STD.NO.211 O5 INSTALL 4'PVC DRAIN PIPE 0 0.5% MIN. O8 CONSTRUCT 6-PCC DRIVEWAY(CLASS 520-C-2500) 10 5 0 10 20 30 g o © INSTALL POP-UP DRAIN EMITTER PER PRIVATE 0 CONSTRUCT SWALE• 1%MIN.TO 4X MAX. GRAPHIC SCALE 1"= 10' a 8 DRAIN DETAIL ON SHEET 3 0,06 loV 6--,223wS - 3y a; BENCH MARK: DIG ALERT REVISIONS APPRV'DATE .SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 J-94905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET a 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) ESSI LAKE FOREST,CA 92630 m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 04'4� 949.5ea.mo7 - PRIOR TO CONSTRUCTION. 23 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �9 FAx 9a9sea.mo9 - +°o DESCRIPTION:2.7 MILES NORTHEAST ALONG �c ( ) UNAUTHORIZED CHANGES PRECISE GRADING PLANS OF y ENGINEERING COMPANY rickengineenng.com 27 .Q RAILROAD CANYON ROAD FROM THE - CALL, - BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C E6 INTERSECTION OF RAILROAD CANYON ROAD o,a�Be San Diego seesde sao w!.o6Kvo-akestem-sa«am<mn anoen,-n�:on BEFORE - 46568 s PLANS.SILL OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122A FEET ��! mu mc! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED T R 36118 - LOT T 3 SHEETS N NORTHWEST OF RAILROAD CANYON ROAD, ff �p Z�T * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE / 6 FILE NO. 1853732F,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE-43920 DATE J} CIVIL �� /], ` 8 m CITY ENGINEER �Tf 6 C.. S�Of�ofb SCALE: SHEET SPECIFIC �? MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED - OF CAUL PRECISE GRADING - o S o TOP Of CONRETE POST E-W-70. Cal at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: BARRY J.CffWAN,RCE •C46568 DATE DATE: V SEE SHEET 21 - RIM 1490.10 _ �, FS/99� -FS 1990.47 6 TE 14 809 0 1 1g90.2q - �3 IE 1489.85 rn _ 1491.15 1.2%� '_-; FS I - ;r yfl 9 FS 149t50 m F IHP-=- P BLDG94 ! e 7.9X� FS 1490.72, 'I I ,,,,`ray -`.'vso 94� ad' FS 149t13 10 o P FF 1492.17 1B.o' PE 1491.50 I I "�` -- '� r •os, FS 1490.82 _p ��1490.52 za 60} I FG 1491. y F 1� PLAN 26R �8 _ �c+ © 10 FG 1491.20 "' �IF GB FS 1491_55 •l ' /.._ I •r FS 1490.68 OF=O.Y 1 J FG 1492.00 1491.50 - FG 1491.50 1 7.3E% 36^' FG 1491.40 FS 1490. f3 1490 61 4.2' TS 1491.92 F 14T1, FG 1491.50 © m pD m w DF=0.2 ITT BS 1491.53 r _ 1491.0.) FS 1490 47 f°o FG 1491.30 cz �\ o =149• ' o q,p� _ '�FG 149t50 i�' m •.: o; I GFf 1 STEP 1490.5REOD FS 1491.45 _ '��/� FG 149VO _FL TI r (:)�"0' � FG 149t80 '�� f I �� FL GB _�� 0.00, �5=1.OL ,5 ' FG 1491.80 � 'I FG 1491AO 1491.4T '� - IF N BLDG 90 ,1 FS 1490.44 a GFF= FF 1492.27 TG 1391.40 F FL 1490.66 7 IE 1390.06�14492.00 5.11 g•g_y S7p 1491.27 - PE 1491.60 �� FG 1491.90 BLDG 93 18.0' BLDG 91 PLAN 1B �--� 9 FF 1491.97 +\ FG 149t60 T TG 1391.14 I FF 1492.47; BLDG 92 PE 1491.30 OF=0.0' T 1492.02 IE 1390.14 11 jPE 1491.80, 8� ? , ��% FF 1491.77 PLAN 2C cfR= PLAN 3C PE 1491.10 5,O' 7.9% S 14g0.55 ! 1490.55 PLAN 3AR I� FG 1491.30 y I FG '91.10 �� _s F w i i 11 = 1491•T2 ro FL CB L, GFR (� FS W8t02 °� � FG 1491.60 1491.70 i o o =1491.52 GFR _ FL HP 90 my1 r-' �� 1491.50 FL 1491.34 Pi (TYP) 4 5.0' FS 149116 n"r,6 "'• FG 1491.60 FG 1491.3. FL HP 61 I 9 �•- �y FG 1491.80 FS 1gg0• J b FG 1491.30 - FL 1490.98 FG 1491.80 FG 1491.80 =f1 �, J_ t( ,O� _ I• f r "491.10_:� -= 1, FG 1491.10 1491.20 t FL 1491.53 -'1-"� y y y g� '- -'_s-- ---FL P f 1491... _ � - 149100 ^y FG 144t30 FG 1491.80 FG M91.50 � � ��..i I �1491.00 FL�HP t •�^"°"• � "i FL GB A=15'18'45' FL 1490.84 u FL HP _ `I „„, -^ �' N A=90'00'00" FG 149t20 L=20.04' 'L FG 1491.30 FG 1491.45 - �I R=8.00 A=20.00'04" /� LLI L=12S7' .„.®._,,...® 35'. ..._.®.,..,... ..• - .00 L=170.5' �. .5.20? 5 - FG 1491.10 FG 1491.10 82 _-- N '32'E R.g 00' ui N ``4 .. -r -- 'n EX SIDEWALK '��•� _ _ o EX R/W _ PEX C&G r _ -------------- ______ ... OuI -` CONSTRUCTION NOTES O4 FENCING PER LANDSCAPE PLANS O7 INSTALL 4'ROUND DRAIN GRATE INDS 13 OR APPROVED EQUAL) 10 CONSTRUCT 4"PCC WALKWAY PER MODIFIED g CITY OF LAKE ELSINORE STD.NO.211 10 5 0 10 20 30 P OS INSTALL 4'PVC DRAIN PIPE•0.5%MIN. O CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) - © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE 0 1X MIN.TO 4% MAX. - dab l a v 61231/� - GRAPHIC SCALE 1r'= 10' F 8 w DRAIN DETAIL ON SHEET 3 - %I,/ X m TILITIES ON THESE PLANS BENCH MARK` DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 23OUTHPOINTEDRIVE-SUITE27S d-I49osc ARECAUTAPPROXIMa En AND SHA OF TIIuBEUVERFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET ELEVATION: 1400.873(NGVD 29) r FESSI LAKE FOREST,CA 9z63o , RIVERSIDE COUNTY DESIGNATION:E-14-70 c THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR OMAY PRIOR TO CONSTRUCTION. 24 $1q 949.588.0707 CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. DESCRIPTION:2.7 MILES NORTHEAST ALONG" o`O ` cy (FAx)949se8.G7o9 ' OF e RAILROAD CANYON ROAD FROM THE � � %' ENGINEERING COMPANY rickengineer�r,g com UNAUTHORIZED CHANGES, PRECISE GRADING PLANS CALL. BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE m$o INTERSECTION Of RAILROAD CANYON ROAD r, oa"ge sanDies°-sieersiae-see,wn oei:�-sekersrela-seaamemo-Plwenu T��.o� 27 AND STATE HIGHWAY Tl,122.0 FEET : -Ir� BEFORE Na 46568 A RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE CANYON HILLS PHASE 8 PA 2C �N NORTHWEST OF RAILROAD CANYON ROAD, ��� You DIG! * * PREPARED UNDER THE DIRECTION OF: PLANS,A_L CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS 6.0 FEET SOUTHWEST OF POWER POLE '--f""�' IP Z7�� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. e m •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE-4392 DAT Jf CIVIL �! •-�? MARKER POST,A BRASS DISK SET IN THE CITY ENGINEER qtF OQa Cot.Ati.- 6�1b�-t4/� SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT CHECKED OF CA01 - I PRECISE GRADING �,rp� 0 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavat!ng. DESIGNED BY: DRAWN BY: ". BARRY .,OWAN,RCE 'C46568 DATE DATE, a SEE SHEET 22 9iQ FS 1q 6 __I O �SI1491.23 F4FG 1492.009G86 'ST o FG 1492.80 \ e•� 0 47 TE 1490.80 8 'J \w BLDG 87 t- � 9 ��jj 39 ]E 1489.85 .r.•- i i ;,/ FL 1491.76 FF 1493.37�, 5.0�. i � FL 1492.17 �ii �,,,..• FS 149950 c 1: t 2• FG 1492.30 PE 1492.70'. Jim i' FS 149113 1 AI 149 OF=0.1' PLAN 3C g FG 1492.30 ,p,.,.r 4 (TYP) 10 , FG 1492.40 I BLDG 88 �� FG 1492.70 �m,•r•` EX SIDEWALK rn O FG 1491.60 O FF 1493.07 r g312 �� 7 1492.40 8 �� PE 1492.40 GFR' FG 1492.80 �� g m __ FG 1492.80 1490.52 17 A.5' �, FG 1492.70_ \\ FL G8 FS 1491.55 GFF:1492• 1) PLAN 2B ,�i •�.�- �� �.11 1� EX R/W ' A FG 1492.00 1 FG 1492.40 FL 1492.42 FG 1491.40 4.Y TS 1441.92 Bloll OF=0.2 GFF=1491.17 S 1491.53'1 STEP' FBLD9 897 �r GFR=',gg2.82 FG M92.6o '•'' r _ RE0'D FS 1491.45 FG 1492.40 FG 1492.70 1492.60 1FIG 1492.70 0.00' 5=1.0% PE 1492.00 0, �..-- �--' �� FL HP EX CBcG j DF W BLDG90 5 PLAN 3A 5'-"' 1`r�' ""� "' "= FL 1490, FF 1492.27 7 IE 1390.06 FG 1492.00./ 5.1' 1492•42 � � \\ 4g8 PE 1491.60 cFR I� FL 1492.09 PLAN 16 -FG 1491.60 7 TG 1391.14 V` t 49-� tl FG 1492.40 -'' OF=0.0' - 1492.02 IE 1390_14 10 FG N92.00 �� - 1492.30 r_ OFF,= !_��N`1 FL HP FG 1492.40 FG 1492.95 9 FL 1491.72 „".- - m FG 1492.00� FG_.1491.60 1491.90 =N„ FL HP FG 1492.00 FG 1492.55 F FG 1491.60 FLHP ,..a-•"'..^•"�� ,,._^""• (1 '�1{ yr J ,43 FL 1490.98 .-�J 1 .1? 172• 4 (TYR)E. � L-% FG 1492.25 R,77 .00' ". I (^ (-t (1 ,•gyp• FG 1491.60'' �''� FG 1491.30 Lu FG 149180 cm Lu Lu LIJ EX SIDEWALK ,..••''" EX R/W N�0 _ EX C&G -- N I N EX SIDEWALK EX C&G � � N ' w. CONSTRUCTION NOTES O4 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 O5 INSTALL 4'PVC DRAIN PIPE•0.57 MIN. OB CONSTRUCT 6'PCC DRIVEWAY(CLASS 520-C-2500) 10 s o o zo 30 2A © INSTALL POP-UP DRAIN EMITTER PER PRIVATE O9 CONSTRUCT SWALE• 1%MIN.TO 4X MAX. d� 6�2JIi6 GRAPHIC SCALE 1"= 10' o m DRAIN DETAIL ON SHEET 3 '1✓A/08 y ' m m BENCH MARK: REVISIONS APPRV'DATE SEAL: 250U7H POIME DRNE-SUITE 375 J-149050 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 14CO.H?3(NGVD 29) DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHEMSSI FOREARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a m ------- - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ( ga5saa.o7o7�92630 PRIOR TO CONSTRUCTION. 25 o RIVERSIDE COUNTY DESIGNATION:E-14-70 eo c CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. o DESCRIPTION;2.7 MILES NORTHEAST ALONG e ° fy (FAx)9ayssa.o7o9 = PRECISE GRADING PLANS OF ENGINEERING COMPANY ckengineering.com UNAUTHORIZED CHANGES a�eo RAILROAD CANYON ROAD FROM THE CALI. - BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - PA 2C 27 INTERSECTION OF RAILROAD CANYON ROAD / s oange san sego-wvenide-san Luis obi:no-eakersne�d-sacmmenw-Pn«nx-ruaon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 6 AND STATE HIGHWAY OA 122.0 FEET :"iy $roll DIG'O� Na. 46568 PREPARED UNDER THE DIRECTION ON PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED TR 36118 - LOT 3 SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, // + �O Z7!6 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE � � FILE N0. -1853732E.1.0 FEET NORTHEAST OF A 1-800-227-2600 - BRAD FAGRELL,RCE•43920 DATE ' J) CIVIL �! 2 o, CITY ENGINEER 4T(, 9' Q,l � xh./Iw SCALE: SHEET SPECIFIC f, MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAUL - - -- PRECISE GRADING ,f� - 0 0 o TOP OF CONRETE POST E-14-70. Call at bast 2 working days prior to excavaihng. DESIGNED BY: DRAWN 8Y: BY: BARRY J.C AN,RCE•C46568 DATE DATE: w - 'PA, z 4 Jill 1 t r' tS? I Ij 122 10 1221 2 Val 7 120 { 9 I� 3 1 � T t 12 , LOT LOT 12 �' 12 119 11 y 7 . 126 0T L LpT 136 ! � tz LOT f LOT 12 128 a J LOt d 134 pp � 1oT 1ST LOT 139 �`` L13 130 , L952 LOT L39T - ,� � c 1�1 12 ` 1s 171 141 14' 1�0 154 1zQ / y 1a 5�'v 109 �� 151 LQT LOT X ,. , 1Q8 144 �P,,, v� 0 107 5T LOT 14 g� 106 � � 157 �la� 146 7 s LOT 1 / LOT OT LOT 16K 13�`s LO y �Q9 a � _. OT163 SOT 10 ', ��>\�. ``` 102 X"•lt 15 �� 162 6 8 CONSTRUCTION NOTES QUANTITIES 11 TACKIFIER 373,218 SF ,SILT FENCE PER DETAIL ON SHEET 4 10230 LF %0 40 20 0 40 BO 120 o _ 00000aooa 13 GRAVEL BAGS PER DETAIL ON SHEET 4 432 LP Wb QV 6/221//� - GRAPHIC SCALE 1"= 40' lz om m BENCH MARK: DIG ALERT REVISIONS _ APPRV DATE SEAL: zsouTH POWTE DkroE-SU TF vs 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 ELEVATION: 1400.873(NGVD 29l THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QaV.l! LAKEFOREST,CA 92630 PRIOR TO CONSTRUCTION. 26 - - RIVERSIDE COUNTY DESIGNATION:E-14-70 Fo r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 +°o DESCRIPTION:2.7 MILES NORTHEAST ALONG e "'—'-- cy� (Fnu)9a9sss.o7o9 UNAUTHORIZED CHAN(iEE� PRECISE GRADING PLANS OF RAILROAD CANYON ROAD FROM THE - H ExGiNEERINGCOMPANY Nckengineering.com m g CALL - W BARRY J.COWAN s. CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE r INTERSECTION OF RAILROAD CANYON ROAD 04` BEFORE A ��a�ge San Diego-Riverside-San W!s Ob!spo-eakersfleld-Sac2menro-Phcend-Tuoon C A N Y 0 N HILLS PHASE 8 - P A 2C „ AND STATE HIGHWAY 7U 122.0 FEET In \IIII - qo„ 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORISED CHANGES TO THESE 27 YOU DIG! 6 Zz T R 36118 - LOT 3 b NORTHWEST OF RAILROAD CANYON ROAD, 6 >f 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. m g1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE g439 DATE J} CIVIL �! r? MARKER POST,A BRASS DISK SET IN THE CHECKED CITY ENGINEER Atf 0 ACw.br_.— (gyp SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT OF CAGY EROSION CONTROL Cj\ - 0 0 o TOP OF CONRETE POST E-14-70. CoN at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: gy. BARRY J.C AN,RCE "C46568 DATE DATE: - ~ - LOT LOT -- `� 153 , LOT 106 M91 t2 t LOT 166 147 LOT t3 l 105 12 1O �� t1 LOT 1.187 f .r 164 r �. 183 ^ 162 76 LOTSt LOT 161 77 o LOT �4�n LOT 78 a OT 159 •• "� ���„ � 164 OT �'''�, 1� LOT �•__ ®®w� ry 178 11 " =Y 0 1777 L80 12 F c �r N ti — LOT ®® 13 p -._ �✓ . , LOT LOT ° LOT 175 v 179 / t 9 98 LOT 174 73 LOT " ®' w I LOT 1 11 180 � f 1 11 172 LOT I 181 ( LOT 12 182 OT 18 L LOT 184 95 � LOT OT 1S5 .� ` ,b^ 'S LOT $2 / e 8 a� l r; COT j -.•«".,,'..`.«.a �EN LOT c " r LV I I LOT �� ! ✓� 94 88 J ! LOT r,,•--ram, � �,r^ 90� 89 . 12 a + i' `� i � ss�, .t*,., '.. ...,_., a.w.»-^. .�„,...� "r^" �/`r ,,,,.-'" .dF ,..;°"a,.ra.'.a".,. y ,•'' ,� �` ,',rr..;�r;. -,�., `, CONC e V 1 emu. f 9 '7�..' i ✓'.� ,Y✓ N o n a MM_ , m - " ub I F _ 1 1 $� CONSTRUCTION NOTES QUANTITIES m 11 TACKIFIER 373,218 SF w---M- 12 SILT FENCE PER DETAIL ON SHEET 4 10.230 LF - - �c 40 20 0 40 80 120 � 0000C0000 13 GRAVEL BAGS PER DETAIL ON SHEET 4 432 LF o m 008 dy `/2J��A GRAPHIC SCALE 1"= 40' H BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH POINTE DRIVE-SU TE 275 -14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET —m ELEVATION: 1900.873(NCVD 29) "' THESE PLANS.HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E a WKE FOREST,CA 92630 RIVERSIDE CODNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q404'42 949saa.o7o7 PRIOR TO CONSTRUCTION. 27 e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (Pgx)9a9ssa.mo9 P R E C 1 S E GRADING PLANS +° .DESCRIPTION:2.7 MILES NORTHEAST ALONG _ '��, UNAUTHORIZED CHANGESe OF a RAILROAD CANYON ROAD FROM THE �, s ENGINEERING COMPANY rickengineeNng.com 27 CALI. BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 - P A 2 C mo INTERSECTION 0 RAILROAD CANYON ROAD _ p orange san Diego-wide-san Luis obisoo-eakerineb-sw+memo-rlweno<-moon RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ,o AND STATE HIGHWAY 71,122.0 FEET BEFORE ��77 /1 No, 46568 PREPARED UNDER THE DIRECTION OF: T R 38118 - LOT T 3 S NORTHWEST OF RAILROAD CANYON ROAD, mu DIG! -_ U,1 y * PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS _ /..C�P��C �Z? - 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. - FILE N� z •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE°43920 DATE J) CIVIL �! - _ CITY ENGINEER 'elf pQa ug CNwGti. (e�jp�7,o/(� SCALE: SHEET SPECIFIC @? MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CA�VF - 'aW EROSION CONTROL 7- - 0 0 0 70P OF CONRETE POST E-14-70. Cal at least 2 working days prior to excovating. DESIGNED BY: DRAWN BY: BY: BARRY J.C AN,RCE °C46568 DATE DATE: - - ,