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HomeMy WebLinkAboutVTTM 36117 & 36118 Phase 8 PA 2C SIP AS-BUILT_ I� 1 GENERAL NOTES 9. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CITY OF LAKE E LS I N O R E ! UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF i LAKE DOES NOT CONSTITUTE A REPRESENTATION T THE ACCURACY p R l VAT E STREET IMPROVEMENT PLANS OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UND UTILITY,PIPES,OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE a SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR HIS EXPENSE, CANYON HILLS PHASE 8 PLANNING AREA 2 C li 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. VTT M # 36117 & 36118 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM,MONDAY ENGINEER'S NOTICE THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY . ' APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SHALL REQUIRE IMMEDIATE WORK STOPPAGE. - SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY ', REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF W WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ' 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE a NEGLIGENCE OF THE OWNER OR ENGINEER. Vim' NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL 0 UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO / 0 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ¢ RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE ALERT (U.S.A.)AT 1-800-422-4933 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. t- OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS L HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 7 4 DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER CANYON o STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE 1 MUST INFORM THE CITY Of LAKE ELS[NORE OF CONSTRUCTION SCHEDULE,PRIOR TO = CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE THE BEGINNING OF CONSTRUCTION. HILLS NEWPORT ROAD CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ROAD THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SHALL BE UTILITIES THE CONTRACTOR'S CONCERNED RESPONSIBILITY TO NOTIFY THE STARTING WORK.OWNERS OF ALL SEWER,WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PROJECT HILLSIDEOR .. PLACE PRIOR TO PAVING THE STREET SECTION,. - SITE DRIVE C 9 ALL AFTERTREET ROUGHECTIONS ARE TENTATIVE.GRADING,,TO DETERMINE THEIEXACTL SOIL TESTS WILL SECTION REQUIRED.BE TAKEN SECTION RP1�'pN 5 3 LIABLE FORTHE UNAUTHORIZED HORIZEDLANS MUST BE CHANGES WRITING OR US MUST BE APPROVED THE ALL LPCHANGES TO OF THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. GpC\ THESE PLANS. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND N SCOTT ROAD RPOSES ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL t.OY. Sj RO' ROAD 4 CONTRACTORS QUANTITIES HSHALL BE RESPONSIBLE OWN HEREON ARE IDFOR VERIED FOR FYYIINGNALL UQUANTITIESLPRIOR TO E BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE BIDDING FOR CONSTRUCTION. REVISIONS SHALL BE IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY BUNDY CANYON THE CITY ENGINEER. ¢¢ 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION 15 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CLINTON KEITH ROAD CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12.. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT LEGEND AND ABBREVIATIONS PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. �i EDGE OF PAVEMENT.....................................................................EP FINISH FLOOR ELEVATION......................................._...._._......FF I EXISTING.........................................................._..................................EX,EXIST PAD ELEVATION..................................................._.....................PE u FLOWLINE........_...._.._..............................................................._....FL - ORIGINAL GROUND._......................................................................OG Ali BASIS OF BEARING FINISHED SURFACE......................._...._............................._.........FS CENTERLINE................................_.............................. ............ CL. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NORTHEAST PORTLAND CEMENT CONCRETE.OR........_...........................PCC FINISH GROUND........_......___._. ... .FG QUARTER OF SECTION 11, AS PER TRACT 23484-4. N89"16'06"W. /� POINT OF COMPOUND CURVATURE ' VICINITY MAP BEGIN CURVE...................................................................................BC ASPHALT CONCRETE....................................._....---.r:..._.._......AC LEGAL DESCRIPTION NTS AGGREGATE BASE...........................___.._........... END CURVE.................... W.......................___...................................EC DIRECTION OF FLOW ....._..............................................._........�- LOTS 1, 2. AND 3 AND LETTERED LOTS 'A' AND 'B` OF TRACT N0. 30496, IN THE MINIMUM..._......................................._........_...._....___.._____..........MIN CITY OF LAKE ELSINORE. FILED NOVEMBER 5, 2004 IN BOOK 367 OF MAPS. AT PAGES 17 DAYLIGHT LINE..........................._.................................................. -ii- THROUGH 25. INCLUSIVE. AS INST.NO.2004-0880093, O.R. ON FILE IN THE OFFICE OF PROPERTY LINE................._______........_...................................PL COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ' TOP OF SLOPE.._............._.............................................................--sir-- PROPOSED........................._...._............... _......_.................................. PROP TOE OF SLOPE................................................................................-- ENGINEER/CONTACT PERSON TOP OF CURB................................................__................_.._.....TC PROJECT BOUNDARY....._.........._..............__..............._........ ---- I TOP OF GRATE.................._.................................... TG THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN, - SEWER LINE _...........................__.........._-........_........_......_........_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. TYPICAL.............................................................................._..............TYP WATERLINE.......__......................................_...............................-N- A., WATER ........................................._.....................................................WAT a a'f �.wJar. Io%T-t/7p15 - ,< RETAINING WALL.........................._........._..........._............ � o BARRY JJ COWAN 46568 DATE STORM DRAIN .........................................................I......................I SD o CONTACT PERSON:BARRY J.COWAN FIRE HYDRANT._......................................................... r'w a SEWER...................................._.............__..._-..............................SEW gSEWER MANHOLE ...........................:.............................................. SHEET INDEX INVERT ELEVATION.....................................................................IE a1 TITLE SHEET CURB FACE.........................................___................................... CF - PROPOSED AC PAVING............................................._______.... OWNER/DEVELOPER SOIL ENGINEER PROPOSED AGGREGATE BASE_.............................................. g E 2' INDEX MAP PRNATE............._._........................_.................. PVT ............. ALTA CALIFORNIA G 0 PARDEE HOMES E TECHNICAL,INC. 3 NOTES & DETAILS PROPOSED PCC................................._...............__......................._ f d o DRIVEWAY...._...._....__..__...._....__..__.._..........................................DWY a 35050 CANYON HILLS ROAD 170 NORTH MAPLE STREET,SUITE 108 N LAKE ELSINORE,CA 92532 CORONA,CA 92880 4 DATA TABLES& LOCAL DEPRESSION DETAILS BLDG 2"COLD PLANE........_............_...................................__...._...._ o (951)509-7090 BUILDING........................._............................_....__..__......._.......... }o (951)246-2214 5 LILAC STA 10+00.00 TO 18+00.00 AS.Bl �c 0 6 LILAC STA 18+00.00 TO 22+22.79,BLUEBELL STA 10+21.89 TO 91+65.81 .; 7 DAHLIA STA 10+38.05 TO 13+56.68,HIBISCUS STA 10+27.99 TO 14+11.52 m 8 LAVENDER STA 10+21.92 TO 14+92.17 WDID # 8-33C308189 N. 9 CARNATION STA 10+21.92 TO 19+02.21 w E �A6 3V 11/11//5 I D m DIG ALERT REVISIONS APPRV DATE SEAL: 250UTH POINTE DRIVE-SUITE 275 - d-i 4905 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET.THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S 1 N O R E BENCH MARK a: ELEVATION: 1400.873 NOVO 291 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Y9 Essf • LAKE FOREST! CA 92630 PRIOR TO CONSTRUCTION. 1I 949.568.0707 RIVERSIDE COUNTY DESIGNATION:ST AL 0 e CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT " '2: DESCRIPTION:CANYON MILES NORTHEAST ALONG fy�, (FAX)949.588.0709 UNAUTHORIZED CHANGES• PLANS FOR CANYON HILLS PH 8 PA 2C of Q RAILROAD CANYON ROAD FROM THE o BARRY J.COWAN 's ENGiNEERINC'i COMPANY ric ken giaeerin g.com CALL n„ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE gm INTERSECTION OF RAILROAD CANYON ROAD z oaoge San Diege gNerHde son wi:obi:Po-gakenxda-saaameam-Piwead-ruc.o".RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 u, AND STATE HIGHWAY 71,122.0 FEET n. BEFORE qa, 46568 9 ' YOU DIG! 7n,/�,� / * y PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, !' f gg q 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N m � w1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE 442866 DATE ' J} CIVIL �4 n/� 8 o INTERIM CITY ENGINEER '�lF �tnwae/C4/ie.= /0 t►/., SCALE: SHEET SPECIFIC � MARKER POST, BRASS DISK SET 1N THE UNDERGROUND SERVICE ALERT CHECKED Di C. TITLE SHEET R I 0 0 TOP OF CONCRETE POST E-14-T0. Call at Bast 2 working days vrlor to excavoting. DESIGNED BY: DRAWN BY: BY. CITY OF LAKE ELSINORE BARRY�J. OW RCE �C46568 DATE DATE: \� N I _ - ?��O ' t C"3 >� a 'L,� t � t ✓' r !r{!�r s/t `�r ` PER_ SEPARAqj TE PLAN SETS' PER SEPARATE PLAN SET J ff r _ f r _ , i eYJ�1a,p'?.g� >~� :— { tq J fi ,% 'F -...�. 7•�,.a ��fi;�J' '.. `� Eirr �hri�i'H'� h § '=- ,y �` - ,v PE R SEPARATE PLAN SETS l r` i, - .�/�/ � '; �, �,. � � ►7 - � 0100 10.79 (CF5) � r„ f F-'• � 9 f .✓' .(�j;ii :k"- T _ 4j1fl,1, piO x jf PER SEPARATE PLAN SETS � F r 100 .51/ICES �04.,. '•°" r '',,.. sTdTtai. ti as N 3 E so INDEX MAP LEGEND n� PROPERTY BOUNDARY............ ti o 200_loo 0 200 400 600 W 'E vf3 p A V 11/1(//.5 GRAPHIC SCALE V-- 200' E m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL, 2 SOUTH POINTE DRIVE-SUITE 275 J-I49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.873 fNGVD 291 s ,� a --- THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH E551 LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E I — RIVERSIDE COUNTY DESIGNATION:E-14-70 —� . i THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. 2 t 1 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT RN DESCRIPTION:2.7 MILES NORTHEAST ALONG (FAX)949.588.0709 UNAUTHORIZED CHANGES, OF N RAILROAD CANYON ROAD FROM THE ENGPIEERINGCOMPANY .ickenglneering.eom PLANS FOR CANYON HILLS PH 8 PA 2C m+ CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE �^ INTERSECTION OF RAILROAD CANYON ROAD �^ orange sanoiego ftvernde-SanWisObispo-Bakersfield-Saaamerwo-Phoenix-Tucson VTTM #36117 & #36118 9 y�+` AND STATE HIGHWAY 71,122.0 FEET BEFORE %/J�y �q• 46568 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE G a NORTHWEST OF RAILROAD CANYON ROAD, You DIG! %%��✓" L '/-/ + » PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 0 6.0 FEET SOUTHWEST OF POWER POLER / BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N O1 e, "1853732E,9.0 FEET NORTHEAST OF A 1-800-227-2600 k N J.RUKAVINA,RCE w42866 DATE ,ry. CIVIL �p �2�IZDI S = MARKER POST,d BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER �Jf 4 i, /0 SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF CAVV� `R INDEX MAP 0 o a TOP OF CONCRETE POST E-M-70. Cap at leaet 2 working days prior to excavating. BY: BARRY J-70 .RCE C46566 DATE DATE: 3 i CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES Oi CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 124,338 SF 40' 3'ASPHALT CONCRETE(PG 64-10) 6.0'PCC 6'CRUSHED AGGREGATE BASE 5'PUE 4.5' 20' 20' 4.5' S'PUE Q2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 112 EA SUBGRADE 195% MIN RELATIVE O3 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 6,427 LF COMPACTION TO 1-FT MIN DEPTH) QS CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 3,480 PCC DRIVEWAY APPROACH �4' ��y ram (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) NO SCALE ti 1 © CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 28,563 SF - 2% GV 2% Q�R 27. STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) 2:1 MAX .., 2:1 MAX 7 'CONSTRUCT 10CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 Q 3.0"AC(GREENBOOK SPEC 203-6) - 6 6 Q8 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 16 EA 6.0"CRUSHEO AGGREGATE BASE(GREENBOOK SPEC 200-2.2) Q9 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 76 LF 3 13 3 6' p 10 CONSTRUCT 4-TYPE'0'CURB PER RIVERSIDE COUNTY STD NO 204 160 LF O SUBGRADE(95%MIN RELATIVE 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 80 LF AC PAVING COMPACTION TO i-FT MIN DEPTH) a' NO SCALE SEWER MAIN 12 CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201 7 EA WATER MAIN - t AND DETAILS SHEET 4 a 13 PAINT WHITE'STOP"LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 8 EA NOTE: BASE& SUBGRADE TO BE COMPACTED TYPICAL CROWNED PVT DWY SECTION � 14 PAINT 12"WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 8 EA TO SOILS ENGINEER'S RECOMMENDATIONS. NO SCALE 15 INSTALL(30'X 309 Rt-1'STOP"SIGN PER CA MUTCD 8 EA IS BASED PRELIMINARY SAS U TU AR VALUE OF SECTION "ACAND B) NOTE: DRIVEWAYS WILL BE PRIVATELY MAINTAINED. 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 8 EA TRAFFIC INDEX OF 5 PAVEMENT SECTIONS NO SCALE CURB INLET CATCH BASIN - 70' 54' BACK OF CURB 3.5' 3.5' 4.5' 24' - 3' 1 3' 24' 4.5' 3.5' 6" CURB LINE 6' CL W 1'1-3/16" 1.75' 1.75' 4' 4' 7-13/16' 7-13/16' 1.0" SDWK !xo 4a crc SDWK 4' 2_7 GN% 2.01/ 2.0% 2% ' 2:1 MAX ..-.:, ~'— ._.`-. 2:1 MAX LIP OF GUTTER e , 6 6 11 20' 13' 11 TYPE'C' •TRANSITION LENGTH +TRANSITION LENGTH TYPE'C' CONCRETE CROSS & G 4"TYPE'C'C& G TO 4'TYPE'C'C& G TO C& G QQQ - 8"CURB FACE AT INLET 8'CURB FACE AT INLET GUTTER (W = 3.51 J SEWER MAIN •FOR TRANSITION LENGTHS SEE RIV CO STD NO 311 NO SCALE / WATER MAIN STORM DRAIN GUTTER DEPRESSION/TYPE 'C'CURB &GUTTER TRANSITION AT INLETS ENTRANCE SECTION NO SCALE NO SCALE NOTE: DRIVEWAY WILL BE PRIVATELY MAINTAINED. LEGEND PROPOSED AC PAVING PROPOSED AGGREGATE BASE I PROPOSED PCC `gM 2"COLD PLANE PloOr UILI CAUTIONI LOCATION OF EXISTING UTILITIES ON a I «n THESE PLANS ARE APPROXIMATE AND o SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. a- E J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK DIG ALERT REVISIONS _ APPRV OATS THESE PLANS HAVE BEEN REVIEWED fOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE-SU TE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R ELAKE SHEET g q ELEVATION- 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �4! 9495880707 92630 PRIOR TO CONSTRUCTION. S - RIVERSIDE COUNTY DESIGNATION:E-14-70 g CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG -- fy� (FAX)949.588.0709 UNAUTHORIZED CHANGES, OF I .�., ENGINEERING COMPANY Hi kenginee,iog.com PLANS FOR CANYON HILLS PH 8 PA 2C 9 e RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #361i8 INTERSECTION OF RAILROAD CANYON ROAD 0,ange sa Dego iz�e,:me San Wis Obixpo Bakersfield 5aaamento Phoen&Tucson f a; BEFORE 46668 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 4 AND STATE HIGHWAY it,122.0 FEET w roll D1G, / '1O' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, *A-1...,;; r BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 o F 6.0 FEET SOUTHWEST OF POWER POLE - FILE N +1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE°42866 DATE ,)� CIVIL �! j 3 i3 INTERIM CITY ENGINEER '�rF a Mf.�^� a. ww.�� SCALE: SHEET SPECIFIC • „ MARKER CONTRA BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAGY e!DATE 'g 0 oN 9 days prior to excavating. Of SIGNED BY: DRAWN 8Y: CITY OF LAKE ELSINORE NOTES & DETAILS TOP Of CONCRETE POST E-14-70. Call at gas?2 working 8Y: BARRY J. OW N,RCE •C46566 DATE DATE: I CENTERLINE DATA CURB DATA TABLE ! N0. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS © N51'43'36"W 231.40' LILAC ® A=83'37'09" 20.00' 29.19' TYPE 'C' C&G 66 A=02'22'44" 1000.00' 41.52' LILAC ® A=96'22'51" 20.00' 33.64' TYPE 'C' C&G ® N49'20'52"W 547.20' LILAC 31 A=93-03'46" 20.00' 32.49' TYPE 'C' C&G © A=52'39'45" 230.00' 211.40' LILAC ® A=87.10'23" 20.00' -30.43' TYPE 'C' C&G © NO3'18'53"E 191.27' LILAC ® A=78'35'47" 20.00' 27.44' TYPE 'C' C&G QO N44'39'15"E 165.81' BLUEBELL ® A=84.20'34" 20.00' 29.44' TYPE 'C' C&G 71 A=04.26'46" 1000.00' 77.60' DAHLIA ® A=99-07'22" 20.00' 34.60' TYPE 'C' C&G - Q N35'33'33"E 53.08' DAHLIA ® 6=81-35'53" 20.00' 28.48' TYPE 'C' C&G - f! 7Q A=36'23'49" 220.00' 1 139.75' DAHLIA JA=94'21'16" 20.00, 32.94' TYPE 'C' C&G ® N71.57'22"E 86.24' DAHLIA ® A=104'45156" 20.00' 36.57' TYPE 'C' C&G 75 N80'07106"E 139.82' HIBISCUS 4=108'52'29" 20.00' 38.00' TYPE 'C' C&G � I i 76 A 56 04'52" 220.00' 215.34' HIBISCUS ® A=go-Do,00" 20.00' 31.42' TYPE 'C' C&G i 77 N24-021141-E 267.03' HIBISCUS 41 A=77'42'47" 20.00' 27.13' TYPE 'C' C&G I Q A=30'02'47" 980.00' 513.92' LAVENDER ® A=87-28132" 20.00' 30.53, TYPE 'C' C&G 79 N32'48'34"W 115.58' CARNATION ® A=96'21'50" 20.00' 33.64' TYPE 'C' C&G t80 A=33'09'11" 534.50' 309.28' CARNATION ® A=88.16'35" 20.00' 30.81' TYPE 'C' C&G 81 N65.57'46"W 185.01' CARNATION 82 A=33'23'16" 350.00' 203.95' CARNATION 83 N32'34'29"W 88,39' CARNATION 1 I I 31 - - �. 6 - 61 3' -- - 61, 6' p,. gym` OG�J iOm #'a y-U Ki n O + &' g ti1 11d$ter' .- Nis :.IP r;3 Q ; p w �4 ill 9n1 J � f I ' 26 LOCAL DEPRESSION DETAIL CB NO.26 27 LOCAL DEPRESSION DETAIL CB NO.27 LOCAL DEPRESSION DETAIL CB NO.28 29 LOCAL DEPRESSION DETAIL CB NO.29 7' INLET @ STA. 13+42.92-O.S.20.00' LEFT 7' INLET @ STA. 13+42.92-O.S.20.00' RIGHT 14' INLET @ STA. 10+73.90"'O.S. 20.00' LEFT 14' INLET @ STA. 13+98.77-O.S.27.00' LEFT DAHLIA DAHLIA DAHLIA HIBISCUS 6' - �/ 3 1 -7� D O M3 v 8 of $%cvsiaa O M � N •!� tD m w ti +I« 3 o � o w LL I `� 30 LOCAL DEPRESSION DETAIL CB NO.30 31 LOCAL DEPRESSION DETAIL CB NO.31 32 LOCAL DEPRESSION DETAIL CB NO. 32 14' INLET @ STA. 13+97.09-O.S.27.00' RIGHT 14' INLET @ STA. 10+65.36"'O.S.20.00' LEFT 7' INLET @ STA. 10+66.36-O.S. 20.00' RIGHT CONSTRUCTION NOTESoil HIBISCUS HIBISCUS HIBISCUS 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 " SCALE:1"--20' SCALE:1"-20' SCALE:1'=20' AND DETAILS SHEET 4 a "d j E - Epp Ov II iH ors E m BENCH MARK REVISIONS APPRV DATE SEAL: 2SOUTHPOINTEDRIVE-SUITE275 �-a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTCR CITY O F LAKE E L SIN O R E ELEVATION: 1400.873 WGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QI Oka ) L1kEFORE57,CA 9263o PRIOR TO CONSTRUCTION. 4 1q RIVERSIDE COUNTY DESIGNATION:E-14-70 g CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG o D�4.COWAN (FAX)949.588.0709 OF tic ENGINEERINOCOMPANY kk-gineering.com UNAUTHORIZED CHANGES: PLANS FOR CANYON HILLS PH 8 PA 2C EM RAILROAD CANYON ROAD FROM THE CALL �; BA CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 9 INTERSECTION OF RAILROAD CANYON ROAD s o,ange San Drego-Rrveraide-San Luis Obis:a-Bakersfield-Sauamento-Phoent-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET sx BEFORE , PREPARED UNDER THE DIRECTION OF:S NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! E'i+y'r'"G�l�(.�' .. "A + » PLANS. ALL CHANGES TO THESE.PLANS MUST BE APPROVED SHEETS 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 KEN J.RUKAVINA,RCE*42866 DATE .2f SCALE: SHEET SPECIFIC DATA TABLES & MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER F \(A !?I 7G UNDERGROUND SERVICE ALERT OF CAC Q A,� LOCAL DEPRESSION DETAILS \h Q 0 o N TOP OF CONCRETE POST E-14-70. Call at IBast 2 working days prior to excavating. "DESIGNED BY: DRAWN BY: By, CITY OF LAKE ELSINORE BARRY J. OW RCE *C46568 DATE DATE: {{ii 1 1 7 . . . I . I I 2 � t ; � t - � . 2 � � - , % � ; . z � i z . � � - � C j t � : , , t � : � I : : : � I . q i i : - : . . p I . i 4 � - , . � , � � � � ; � i -�...j,�.........�-'I��....�.��.1-,I-I]....�-�.1.11. -1-1-...��..... .1 Zl.�11.1.1 11.1...i-...�-.---, -1.-� .1.-I .1.1 11 IV,1.,Ili.-I ll�1.11--1.1.11,-........... 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FL 14 .4 FF 14 .1 FF 1497.37 FF 1496.97 FF U96.67 FF 11496.27 FF 1495.87 FF 1495.47 FF 1494.87 15 2 f F 1493.97 1 FF 1[493.27 LDG 78� BLDG Y9-- BLDG*- � STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) FL 1496.15 � 11+37.96 PCIR 11+97.�IE B ' I - -�130 , L -X'f C3 F FF 1491.97 1 1 6 . � ; � FTFF 14 TC 1495,32 .1 F 1492.57 1 1 0 1 1 F (TYP 14+76.34 PCR � 15+56.45 PCR FF 1491.67 m li,I., / �- I I�� � =-9,-- I(P 'O to .4 -. + 0 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 1 - 7,,� 0 1 FL 1492..14 - FL 1491.92 @ CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 i - --�-------------,==� ,c - ,� - - - Mwil�- I f I 1 12�U.9 I I � �; $ 00 - I -� EC" - \, �� bbblll ---91.7---�-r -j I ,-- pm 3 -610 b �� E'ff�X� ., I �� - I 1 14 . - @ CONSTRUCT 6�TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 - I I - - �, . ; @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STE)NO 204 1 f V , ----- 17 1, �-(:u)- - ------ -I I(i�----------/" --(fl�,>-I-- ------, --- �4 , (�9.1- m � � I I -- ---- ll� I I I 0 � Q A s , I LILAC ,-,- - ---- -- - - - -- D I ,.---- I- I R! -1 � I ,'�l 0 .. � 11� � , .411/ 1 1 �1� � -�-1 .�--- -- " " u� (A f ,U , b (:67:) -- - , (g C014STRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 - I , ---- � ,� �, -_ ---, �� =&L - -- ----,---- Q , ; ,2.� I I- - - I I I I I I - - I- --- I � , � � ! 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BLDG* BLDG 4+-- BLDG 4 BLDG 89- BLDG 38- BLDG BLDG*- BUDG�W BLDG W 6 =O-) m W ITYPII 2 @ INSTALL 130'X 30M Rl-1 STOP'SIGN PER CA MUTOD 1. 8.67 FF 1498.37 FF 1498.07 FF 1497.67 FF 1497.37 FF 1496.97 FF 1496.67 FF 1496.2 FF 1495.97 FF 1495.57 FF 1494.97 BUDG* BLDG 32- BUDG-84- BLDG!* r- I 1. / i FF 1494.37 FF 1494.27 BLDG 29- BLDG 2e- BLDGiY- BUDQ*6�� I tie IP 100, FF 11494.07 FF 1493.37 FF 1492.77 FF z @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SM.NO.4026 � 11.6 Its 11A- ill I t7- Ill . � I � �I I .L 'o 0 t I � 1;. - - -, I Ir lk'L �,. I - A e I � 9 � . ,'-�b-6 u I�-k 11� � 1490 -149 jl% I 1 I I I . .. �, I ----------------�r- / L I.,,_- �1�,, � � , , R!� 11.1 . I 11 I ,- � .. � � .. 1. , R I i�g � 1480 ---- -- \ _�A��,lj--_ �,-,�'" �:,..I,�I , , 'L -----I- I � - a . I , , �� I I .- , , ,je -- -1`1 ,je - r--,�,-::m:::f7:7-::Z ::T,� ---,--. SEWER, WATER AND ;6 1 1 \ I � �---:�i-iil��- i _ � 4 .1 - - - .. : I I \ / :! : :: 5.--�---z�r=7-::--- ---::�� i �,zz--1410 ---_-I'- STORM DRAIN IMP 7 3� , :;: -!:�S�--a�- � 1 1-�- --li�::�- __c� __ --�1- I - �3 . ---- � _, ,-- --- T 9 . ::: �� -----11� :,� - I,- . I I I I-- --------- -- -- �--- i .� -11 --_-�.......�....................--......�............., :7�--�----A---fzz, 1--,� -- ,-,---� 11 �,� -- - � I I�I \ � � - 1 40 20 0 40 80 120 �� ... --m� �l a PLAN: LILAC A I . �l 11 I V0,5 e)v allf1t.5 GRAPHIC SCALE V= 40' � �. E L. J-1 4905C CAUTION;LOCATION OF EXISTING UTILITIES ON THESE PLANS '11 I ,, BENCH MARK: REVISIONS APPRV DATE I SEAL: 2 SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE LASKCR=ES0 TEgDRIVE-SUrTE275 CITY OF LAKE ELSINORE E T!N . '--' ELEVATION: 1400.673(NGVO 29) DIG ALERT WITH E59 CA 2630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR IK t,X Vlb-li- m b. R�" q§694 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR I jj 949.588.0707 PRIOR TO CONSTRUCTION. 5 L!2 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I PLO KIM I . PRIVATE STREET IMPROVEMENT �l 11 DESCRIPTION:2.7 MILES NORTHEAST ALONG - A 1 3.0709 UNAUTHORIZED CHANGES, OF I -'I V RAILROAD CANYON ROAD FROM THE CALL "BARRY d C ENGINEERING COMPANY ,kk-gi-d�g-. WILL NOT BE PLANS FOR CANYON HILLS PH 8 PA 2C I . � :� _nl�-.,4� 1 � Omng, �,Dmg,-Rivemide-�n W,Obmp-B.W�Mkl-S.- n,_ CAUTION:THE ENGINEER PREPARING THESE PLANS '-.A--; INTERSECTION OF RAILROAD CANYON ROAD BEFORE -- No. 465,68 � - RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 9 � _ AND STATE HIGHWAY 71,122.0 FEET PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I�l Z3 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! g-3"-.-/ - * PREPARED UNDER THE DIRECTION OF! I I .1-- t - 1614�- I BY THL PREPARER OF THESE PLANS AND THE CITY ENGINEER. LILAC STA 10-00.00 TO 18-00.00 - C,�, 6.0 FEET SOUTHWEST OF POWER POLE - FILE NO , � KEN J.RUKAVINA,RCE-42866 DATE CIVIL I � - ��l � � � - t, t � - �� - "4 "," y I --F14 ;5l, � 7,L ,.�� I L��j - �' - , I , I I .0 I I 1, X, . I - 0 0 1 1 . C 1;zlwl f E , .n, - -, -; - � -�-,i I W, z I - . I I ��� 3 I;, --...I--.......�....... . 2.j 7. - � .- .1-1 1.1-1 I 02% � a I I . . , , - - ( I i'�l T-,�� M-1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 Y SCALE: SHEET SPECIFIC I PLAN & PROFILE � ARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM C TY ENGINEER Ammd� ,,- ' 7 7 I? UNDERGROUND SERVICE ALERT I DESIGNED BY: DRAWN BY: CIT OF LIAKE ELSINORE or C - OA17 AW6 ------I 1 1�51- . a 6�- TOP OF CONCRETE,POST_E-14-70. 1 Cal at bast 2 working days prior to excavating. BY: BARRY J.IOWAV�� DATE JDATE: I . I I -.--L i. tlt ................. .............................. .. .... .......I..... ........... .............t,I .......... .........................=3.70' ?.................... .............L................. .............. ...... ......I..........--i--T--r.,-.,...........CL-2 ......................... .......... ............. ............................... wp ............................ ........................ ............................c' ........... .................. ............................. .................................. ..... .......... .............................................. ;......................... -----------4..................................... 7.......... ...........................9 I0 Cb.............. �7.......... .............. SEE SHEET 5 F ..................... ............ ...... .... ............... ............... I............. ...... ..................... ...........ICURB RETURN PRO"............I FILES ........... ............. ...................... ........... ............... ........... .............................. ...................................... ..................... ..........*- .......... ...... ............................. ............. ........................ ............................... ......... ................................. ............. ----- .................................................. ......... .............. .............. ................. ....... .... .................. ........ .... ................................ ............... .............. II.,...............I .......... ...................... .......... ................ .......... ............... ...... ............................... ................... ..................... 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VERT: 1 8 18+00 19+00 20+00 21+00 22+00 10+00 11+00 12+00- FLAVENDER---HIBISCUS - w H"SU SEE SHEET 7.1 8 CONSTRUCTION NOTES uj CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG I*e-9 8LOG BLDG BLDG"t- 3'ASPHALT CONCRETE(PG 64-101 F BLDG65- FF 1490.07 FF 1492.27 FF 149197 I 0111 LILAC 6'CRUSHED AGGREGATE BASE bil 111 FF 149 10+1 10+34.44 PCR (D CONSTRUCT F-CC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 10+3,.93 PCR c . BLDG 4rr BLDG 4F-L 1488.2 FL 1 FF 1498.17 FF 1498.57 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 BLDG 97- FL 14'8 FF 14 L77 10+85.78 PCR sm BLDG -ILA� R CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 FF 1489.57 FF t49 37 FF 1491.87 �13) 1+8 1496.38 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) 0.6 PCR 2'. 1 T 490. a ip+ TLC 1496.05 13 90 ni-1;PCR 1+0 PI ldAQ 14 p FL 1489.98 5 78 PCR TC CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY BLDG 8+IS1 ow ,---- F lnl.!0Z STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 4001 Fl 65 BLDG QB,I L FF 1490.3 f CONSTRUCT 101CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 CONSTRUCT CURB RAMP& RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403 FF 1489.77 BLDG 89 10+00.00 BLUEBELI EC FF 1490.97 19 4 8 0303 10+93.24 LI N70TC 14S7.08 CONSTRUCT 6-TYPE lD'CURB PER RIVERSIDE COUNTY STD NO 204 C 3 10 FL 3 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 LILAC 3 2 M t 10+21.89 L L CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 20+01.25 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC8tWCD STANDARD DRAWING NO LD201 489.02 21+46 LILAC (TYP) D DETAILS SHEET 4 FF i0tV 2 F 1488.69 LA 2 TYP) �Z41Z3 @ PAINT WHITE'STOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 8. \FL 1495.45 41 BLDG& BLDG FF 1498.5T FL I BLDG-R 9:� BLDG-496 BLDG 2919S BLDG BLDG PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 18+2. BLDG ffl- FF t49tl7 FF 149i47 FF 1491.77 FF i492.17 FF 1492.47 FF 1498.tT \!Wt, FF IM4 .97 o 47 PC 'SIGN PER CA MUTCO C T4 @ INSTALL(30-X 301RI-I STOP 'SIGN _� FF 1490.77 9602 19+ 5 LILAC-=3 BM-24 10 igiscTis FL 1495.69 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STO.NO.4028 • IFF 1490.87 18+42.77 06 1 6 .L 1488.93 BLOC,ift IZA, i�t 0 0 BLDG 2Er-loo 14.60 FF 1457.37 +FF t49t27 11470 t BLDG M- V SEWER, WATER AND FF 1496.97 STORM DRAIN IMP mll PER SEPARATE SEE SHEET 4 FOR I PLANS 40 20 0 40 so 120 PLAN: LILAC LILAC PLAN: BLUEBELL z � GRAPHIC SCALE V 40'V10 f3 8 Y J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL: 1 21 H POINTS DRIVE-SUITE 275 CITY OF LAKE ELSINORE SHEET LAKE , !N BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 29) DIG ALERT A &%awiv4fi kio ca ilim CITY AND STATE LAWS,I AND A PERMIT CAN BE ISSUED. 14 O�EUFT IH92630PRIOR TO CONSTRUCTION.RIVERSIDE COUNTY DESIGNATION:E-14-70 !Ifbw THE APPROPRIATE COND TIONS OF DEVELOPMENT AND/OR 6, 949.588.0707 P PRIVATE STREET IMPROVEMENT 6 DESCRIPTION:2.7 MILES NORTHEAST ALONG SE I I I I UNAUTHORIZED CHANGES; OF ENGINEERING COMPANY PLANS FOR CANYON HILLS PH 8 PA 2C RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD m-m-Ph-w-T-, RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 9 BEFORE 46568 S,,Dl�-Rw,m&�Sn Ud,Obi,po-ftkmfl,ld-Sa, AND STATE HIGHWAY 71,122.0 FEET N..- SHEETS NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG( PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED 6.0 FEET SOUTHWEST OF POWER POLE 19 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LILAC STA 1 8+00.00 TO 22-22.T9 CIVIL BLUEBELL STA 10+21.89 TO 11-65.81 FILE NO.T_7 -1853732E, NORTHEAST OF A 1-800-227-2600 0 FEET NO KEN J.RUKAVINA,RCE 042896 DATE. SCALE: SHEET SPECIFIC MARKER PO IT,A BRASS DISK SET IN THE UNDERGROUND SERVICE )�ZT CHECKED INTERIM CITY ENGINEER I NDERG to ALERT OF C TOP OF CONCRETE POST E-14-70. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE -"RYJ.tO DATE DATE:Cah at least 2 working days prior B�AR WAV�8 PLAN & PROFILE I I I I I I � L � ; ; z , - - I . � I I . . � � , � , - - ; , , , - ; . � I ; I � � � � I � I , , , � I . . q : I � . : , , - - ) I I . � � � . � � y , , , � . . � � , . . - - , � - , t 4 i p I.I-.���I.4 1 1 1.-I�.�I�I�.4 1...I�.I..�I.�.�.�.����..I.I.�...I...��.-.�.......I..I I.I I....�...�....................I I.I.-.­I-�I.I I I.� --�ll­_z­1­�­'­­'., -­4�.......�.......�­... 1-1.11. . 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IS I , Q CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 FL 1 2:1 FtFjLlu4L9i5m47 t B tA-f'+ I X,\ V_ \ MUU11'Itu WIDTH OF 3.5'PER DETAIL SHEET 3) 1 1 , , \\\� 0 -I - "_:�; , 1+38.05 L I'I'd-, _� I i ­1 - S ECEA R�NHAEI I I I 9 4k 14 11.52 1 SCUS\, \ \ (�) B DG&V DAHLIA 10+73.90 - I I �',.,'��'�I FF ET .117 \ _.'� N 4'CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY , � I CO STRUCT FF 1494.97 BEGI L CB 028 1 BLDG � -1488.87 MA I 19P , p STD NO 01(WIDTH=4',JOINTS PER RIV CO STD 400) L owu - � __ 4 FF 14 .87 - �D, "' FF'i4k8j9le BID I BLDG fill IS�I IlLDG'5 lls .jl� 8.07 .27 n PCR S7 0 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 FF 1493.37 F 14, BUDC,% 4zzS 1 1 FF 14 FL 14911.86 F 2!11 FF 1492.47 (34. "\ I S )'� I , _� 10+Zf.Ul 1 14+04 k \III, @ CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 1 1 8 3 eft,r 9+92.8 -_ ' (pz I� @ CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 BLDG 39-L104 13 T _T -: 1 9 1 BLDG P 12 1+30.68 J(P6 F �91.47 1 u- BLDG Oil, tl�`l FF 14 0.07 FF 1494.37 - 12+40.14 DAHLIA = ' / FF 1490.37 10 6.36 FF 1488.97 CL CB -29 . @ CONSTRUCT 4'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1 k I- _._'___­I-�T I F __ 10+09.00 CARNATIO I '\ 99 . _ CL CB -31 , I CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 1 - ­' I 1 62- k BLDG 2a- . 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FF 114 tI7 / � h'177�-� IWESTRIDGE WAY SEEI / t2o I � � -_ g,'� I .----,,.I CARNATION I I TR 36117 & 36118 1 PLAN: HIBISCUS I T 4 FO 40 20 0 40 80 � I �� U � I �. 5 PLAN: DAHLIA 4job 8v ,W��T IMP PLANS � GRAPHIC SCALE 1"= 40' �.- APPRVIDATE I J-14905C CAUTIONz LOCATION OF EXISTING UTILITIES ON THESE PLANS 9 SHEET � - BENCH MARK. REVISIONS SEAL; 2 SO PSO TEDRIVE-SUITE275 CITY OF LAKE ELSINORE LA E=E T!N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CA ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR '-' ELEVATION: 1400.873(NGVD 29) DIG ALERT -eltstwx _06 92630 PRIOR To CONSTRUCTION. .7 '..* & 1'.NILV%�& lab,I __ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR I m I 0WEL�kq 949.588,0707 1 . IVERSIDE COUNTY DESIGNATION:E-14-70 _+_ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT ��. R ---2L I OF , DESCRIPTION:2.7 MILES NORTHEAST ALONG � ENGINEERING COMPANY I UNA THORIZED CHANGES .." . i�k PLANS FOR CANYON HILLS PH 8 PA 2C ,�� RAILROAD CANYON ROAD FROM THE CALL I �� BARRY .COWAN" I - - =i� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 9 i - . I 0-g. is Obispo w Bak-fidd a Sa­nW�Pheeni,-T,cm, & #36118 .:':.- INTERSECTION OF RAILROAD CANYON ROAD BEFORE I . No. 46568 - RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 1 ��-� AND STATE HIGHWAY 71,122.0 FEET - . - SHEETS - - F7 1 il a ' � I ' � ­­ Z I .111, ..­�� RIP�86,47 � I a;0 0m -1, I I - ' - - =_" I I _ "". I . .1 -,__ A _...... . . � � �� I � I&E R " " T,' ,' STREE- L "e��,___ - NORT YOU DIG! � PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED I�G HWEST OF RAILROAD CANYON ROAD, - , d-l-ly, - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. DAHLIA STA 10+38.05 TO 13+56.68 � .," 6.0 F R I I I 'I EET SOUTHWEST OF POWER POLE - FILE NO .,, , �'.1. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 I I KEN J.RUKAVINA,RCE'42866 DATE CIVIL SCALE: SHEET SPECIFI HIBISCUS STA 10+2T.91 TO 14+11.52 ��jo � -.. - INTERIM CITY ENGINEER BRASS D K z OF C NN PLAN & PROFILE S I MARKER POST,A ,RT CHECKED ��z) C-- A"/0/2ft5 IS14�7EJ.IN THE UNDERGROUND SERVICE AIJ DESIGNED BY: DRAWN BY: AKE ELSINORE BARRY J.tOVIAN,RCE *C46568 K ''' E- . 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VERT: 1`�=8' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 BLDG 21- oil t+b BLDG 1-W LAC G SEEFF 14911T tat SHEET 6 FF 1488.87 FIBLD111711 CONSTRUCTION NOTES EIL 045 1 t_+4_ BLDG 149e FF D 7 BLDG- BLDG*I- FF 1489.17 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 .. ...707 BLDG BLDG 1ft FF 1489.37 CARNATION BLDG Et 46 FF 1499.87 FF 1489.57 BLDG4---^ S 3'ASPHALT CONCRETE(PG 64-10) FF 149t47 FF 1490.77 6'CRUSHED AGGREGATE BASE CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG 0+46.77 PCR BLDG 1 W B BLDG 219-- BLDG FF 1492.17 FF114499to I BLDG CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 FF 1491.77 FF 1491.7 FL 1489:4 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 +0 .00 LAVENDER tic 14+71.64 PCR FF 1491.17 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) I%* TC 1489.31 BLDG444-- 01 40- BLDG 1Q7, BLDG W� FL 1488.98 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 1516 FF 1492.27 I�FLD1412.57 BLDG BLDG Itr FF 1492.77 BLDG FF 1493.07 FF 1493.47 FF 1493.47 2(TYP) 6 8 STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) -q* (D CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 FF 11492.17 35 8 15+13.92 LAVENDER CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 of CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 till BLDG 0- 9 FF 149t57 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 3 03 !3 14 CARNATION BLDG CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 F, 8 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 10+34.4 TC 148.91 14+75.1 PCR 6 15 AND DETAILS SHEET 4 FL 148.58 11+34M @ PAINT WHITE"STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 49 .4 (194, 6 FL 14 0.94 oiJ BLDG 4410 1 a PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E BLDG 4;L B 1490.08 4815 FF 1491.97 LDG45 G BUDG# B I a FF 1491.T7 UD.- E3z INSTALL(30-X 301RI-I'STOF-SIGN PER CA MUTCD FF 1942.27 149 BLDG 4e, BLDG4t- BLDG BLDG 40-- FF 1492.37 FF 92.67 BLDGJ&- BLDG-?, F 1493.07 FF 1493.37 FF M92.97 FF 1493 47 FF 1491.87 FF 1491.47 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.4028 LILAC SEE SHEET 6 ." wo .... ------------------- UILT 0 ...... SEWER.......................... ........... WATER AND ................. ...... . ............ STORM DRAIN IMP------------ -4- .................. S 40 20 0 40 80 1120 PLAN: LAVENDER SEE SHEET A FOR. fvo 6 eiv, [(/11/15 I GRAPHIC SCALE 1" 40' J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE SUITE 275 CITY OF LAKE ELSINORE SHEET ELEVATION: 1400.B73(NGVD 29) DIG ALERT j-s-ma; ia- AbA S -joi- EWSSF LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR iWHE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 PRIVATE STREET IMPROVEMENT OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINFE-0 COMPANY UNAUTHORIZED CHANGES, RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANS FOR CANYON HILLS PH 8 PA 2C 114TERSECTION OF RAILROAD CANYON ROAD .0-g. �.Diig.-iii-i* Ws obl� - 9 AND STATE HIGHWAY 71,122.0 FEET BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 o YOU DIU, PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, ILD,r BLD FF 141111 FF 4' 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LAVENDER STA 10+21.92 TO 14+92.17 FP__7N jO* -1853732E,1.0 FEET NORTHEAST OF A UNDERGROUND 1-800-227-2609 KEN J.RUKAVINA,RCE-42866 DATE CIVIL SCALE: SHEET SPECIFIC 7 0 MARKER POST,A BRASS DISK SET IN THE r F CHECKED I INTERIM CITY ENGINEER L4. . , RGROUND SERVICE E ALERT DESIGNED BY: DRAWN BY: BY: I CITY OF LAKE ELSINORE OF C BARRY J.dOWAN,RCE-C46568 DATE DATE: PLAN & PROFILE ,5 a�- TOP OF CONCRETE POST E-14-70. ca bast 2 working days prior .. ............. .............................. ............. ........... ............ ..............I.... ......... ............... --------......... .......... .............. ............. .......................... ........................... ............ 41111111"I , I !1 e4,A 186 X=2.78 i i x 03........... XI;-4AT ...... .......... .... ...................... ....................11 i .11­ -- ­z N. .......... -4.............-t X, .70r ............................ i : i f i I I ............... .........I......I ........ .............................77. ............ ...... ......................................... ++2 -------_-- .......... --­----------7 -4 C3 ........................................................................... .......... ........................ 7.2. ....................... ..................................... O'52........ .... ......................... i z......................... ................................... ............ ...... .............. .............................................. .... ...... ............... ................... ......... ............. .................................................... ........... ------------ V ....................... ................................. ...... ........................... ....... SC45­..... ....................... ....... ....... .......... ............... 4... ........ ...... .......................... .......... ....... .........'i47%22 .......................... ..........1-71 ..........................................40 VC' ..... ...... I..............I .......... ........... ............... ...........II........................ ............ ........... ..................... ...... ..................... .......... ....... ............. ............ZE H f4� a............. + ++ ........... .................... ............. rj JOG 0 6L ............I.................. ............................................................... ...... ..................... .............. ..............2 ............ -MY. ................. ................. ...............80.7 FG 0 CL ..............�FG:0%. 3 2. - ------ .................. I .7 14 1�=j, .1. .......................................... .......... ................ ................................. ........... l ..............- 4........... ........................... ...................... 1'-j. . ­­­11­11........................ 4.33'Xxt,2 0 er V4 A=!k5v D! ............. ............ .............................. ............................ ............ ....... Z, - ...... ...................... .... ... ....... I................................................ 4 ................. ............. I.............. ................... .......... FMI .......... ... ... ........................... PRO FILE SCALE: ............. .....................F...O , 1 i HORIZ: 1-40' ........................ ............... ............ ...... H LE'i CARNATI N.......... . ....................................... VERT: 1=8' I10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 DAHLIAAB ESTRIDG I �WA SEE SHEETTR 36117 36118 14 BLDGt' BLDG4- CONSTRUCTION NOTES 7 FF 1488.97 BLDG 21 FF 1490.17 FF 1490.77 BLDCt-90 FF 1489.57 FF 1486.97 SHEET 7 I '3+69.40 PCR FF 1491.17 1486.22 BLDG 4-0 I 5 0 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3�3r 3'ASPHALT CONCRETE(PG 64-10)F 1485.89 18:+ O., 3" P R 2(TYP 'C� FF 149t57 6 av 5-G-1 FA 16 16+25.29.w EST 6 6'CRUSHED AGGREGATE BASE FL 1185.89 11 .8 19+02.21 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 F BLDG et 31 ................................. BLDG M-I Il. END CARNATIO BLDG 64- CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 FF 1491.17 BLDG FF 1488.57 F 1486.00_q \42B 11 - , ,- I 6.48 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 10+49.75 PC FF 1491.17 15+33.05 PC ti (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3)CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 13i. FL 148T... +89.75 PCR IAA %RhATION' A, STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) BLDG 6414 IA6 FF 1469.17 6 BLDG 14-3 144- BLDG 7Q-- CONSTRUCT 1O'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 FF 1149t4T 1490.97 BLDG 6F BLDG W BLDG W Fr A89.57 10 FF 1490.67 FF 1490.27 FF 11489.8T 14+2 86 (D CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 110+001�RNA 02(TYP) E FL 1486..31 FL 1487.77 CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 BLDG BLU @ CONSTRUCT 4-TYPE'D'CURS PER RIVERSIDE COUNTY STD NO 204 BLDGOD 5I +30.37 PC -6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 FF 1492.47 Rj 15 CONSTRUCT TYPE'A TO 14I 6T3 :R + LC 1489.36 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 FL 14E TO BLDG4-tZ AND DETAILS SHEET 4 B5 Fl. 1486.62 FL 1488.98 BLDG 14+40.3 0 20'RT 14 @ PAINT WHITE STOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A240 FF 1488.67 FF t489.17 BLDG 406 BLDG 97 +79.29 CARNATION FF 11492.17 PAINT 12'WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 4_qr BLDG 9 BLDG 66 tbi 14+75.12 C • FF lZ9r8T FL 1488.06_ 10+8.974PCR Vg7o FF 1488.97 12 89 BLDG 74- . 7 1&4- BLDG C1486 @ INSTALL CIO-X 301 RI-I STOP-SIGN PER CA MUTCO FF 1490.87 FL 1488.74 FF 1489.27 FL BLDG 95 BLDG,94 164 H^ 16'4 (66 BLDG-*__ FF 1491.17 B 149 96. FF 1490.9T BLDG 9a BLDG W- BUDG41- BLDG F 1489.57 eU'LT IF 149tS. INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B FF 1.17 FF 1490.67 BLDG i8B A, I I o o FF 1490.37 FF 1490.07 �O BLDG"$0 BLDG 58 89.37 BLDGr '6 FF i4 FF'1493.37 BLDG'150 FF 1492.37 FF 1493.47 IBLDG W 16Z BLD04W FF 1493AT FF BLDG tt BLDG lff IC4 Im (CA IS* FF 1489.57 FF 1492.97 SEWER, WATER AND BLDG BLDG Al- BLDG LDG 7 j�i B G-W BLDGft BLDG 8 STORM DRAIN IMP BLDG FF 1493.27 F FF 91.97 FF 1491.67 FF 1491.47 FF 1491.17 FFL%1490!9�7 BLDG 746- F 1492.57 BLDG FF 1494r17 BLDG 1W F 1490.37 FF 1493.47 �� PER SEPARATE PLANS FF 1493.97 F BLDG BLD.tt-jj�, 40 20 0 40 so 12O FF 148 87 FF 1493.47 DAHLIA PLAN: CARNATION HIBISCUS SEE SHEET 4 FORI i - SEE SHEET Ia/II/!5 SEE SHEET 7 SEE SHEET 8 T GRAPHIC SCALE 1" 40' 7 V00 ov DATE SEAL: J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET MARK: REVISIONS APP�V THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH L2ASKOUTHPSO TE 949588.0707 gDRIVE-SUrTE275 CITY OF LAKE ELSINORE x BENCH Z FORE T!N Ift,018'THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESS! CA 263iI ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 29) DIG ALERT g4i.tltmm pa CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIOR TO CONSTRUCTION. PRIVATE STREET IMPROVEMENT 9 RIVERSIDE COUNTY DESIGNATION:E-14-70 DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES- OF ry BARRY J.COWAN ENGINEERING COMPANY PLANS FOR CANYON HILLS PH 8 PA 2C RAILROAD CANYON ROAD FROM THE CALL CAUTION:-THE ENGINEER PREPARING THESE PLANS WILL NOT BE 9 INTERSECTION OF RAILROAD CANYON ROAD 46568 San Diego-Rlh,orsido S�Luis Obispo B,k,,flld S,m-Ph�T­ RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 BEFORE N*,_AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CARNATION STA 10-21.92 TO 19+02.21 L Dr,41 �10 PCR orenge 9 P R F 15.2 T 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. EN J.RUKAVINA,RCE-42866 DATE CIVIL 1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600DESIGNED BY: IPOST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER MARKER UNDERGROUND SERVICE ALERT DRAWN BY: CITY OF LAKE ELSINORE OF c PLAN & PROFILE 0 0 -TOP OF CONCRETE POST E-14-70. Call at bast 2 working days prior to excavating. BY: B?!�B`Yd.COWAlk emi= DATE DATE: