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VTTM 36117 & 36118 Ph 8 PA 1A SIP AS-BUILT_
GENERAL NOTES 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CITY OF LAKE ELSINORE UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY PRIVATE STREET IMPROVEMENT PLANS OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPES,OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.CT. THE THE CONTRACTOR REQUIRED 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 SATISFACTION THE GOVERNING AGENCY BY THE CONTRACTOR HIS EXPENSE. CANYON HILLS PHASE 8 PLANNING AREA 1 A 2. ALL WORK SHALLL 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 VTT M # 36117 & 36118 AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT 6743124,EXTENSION 247 BETWEEN THE OHOURS CALL FOR AM ETOION 4:OOTPM SMONDAY ENGINEER'S NOTICE d 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 o -WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NEGLIGENCE OF THE OWNER OR ENGINEER. I NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO o 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED-OR FOUND ON PUBLIC �. BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE a RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE ALERT (U.S.A.)AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. I OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS w HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY 7. 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 MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO u 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 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL SEWER,WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PROJECT HILLSIDE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PLACE PRIOR TO PAVING THE STREET SECTION,. S I T E DRIVE __ GG _ 9 ALL STREET SECTIONS GARE DETERMINE THE ADDITIONAL EXACT OIL TESTS WILL BETAKEN SECTION pl��� 1`J 3 FOR UNAUTHORIZEDTHE ENGINEER CHANGES ARING THESE ORA USES NS IFOR LL OTHESE PLANS. ALL T BE ECHANGES TO FOR,OR LIABLE THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. R�y0 THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF Gp THESE PLANS. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND N SCOTT ROAD ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL I„Osj ROAD 4 CONTRACTORS QUANTITIES HSHALL BE RESPONSIBLE OWN HEREON ARE IFOR VERIFYING DED FOR NALL QUANTITIES PRIOR TO 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 CANYON ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY BUNDY THE CITY ENGINEER. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION 15 CLINTON KEITH SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. ROAD CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. i 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 PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE LEGEND AND ABBREVIATIONS PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. - EDGE OF PAVEMENT...__..............................................................EP FINISH FLOOR ELEVATION................................_.._.................FF r: EXISTING.........................................................................................,EX,EXIST PAD ELEVATION..........___....................................................PE FLOW LINE....._...........................______........................................FL ORIGINAL GROUND_____......................................................_._OG s.. 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.QR.................._..............PCC FINISH GROUND......................._„_.._.......__..___...._.._..___„_....:FG QUARTER OF SECTION 11, AS PER TRACT 23484-4. N89°16'06"W. ��/ �/�/� POINT OF COMPOUND CURVATURE - V C I N 1 i IYIMP BEGIN CURVE............................__...................................................BC ASPHALT CONCRETE.............................................._-..._........_...AC LEGAL DESCRIPTION NTS AGGREGATE BASE.......... .....-. END CURVE........................_.............._......_......................................EC DIRECTION OF FLOW............................._...................„.......__.-.- LOTS 1, 2, AND 3 AND LETTERED LOTS 'A' AND 'B' OF TRACT NO. 30496, IN THE MINIMUM........................_...................................._........„.._.._„_......MIN CITY OF LAKE ELSINORE, FILED NOVEMBER 5, 2004 IN BOOK 367 OF MAPS. AT PAGES 17 - DAYLIGHT LINE......................__...__„__................................ —�!— THROUGH 25, INCLUSIVE. ASINST.N0.2004-0880093. O.R. ON FILE IN THE OFFICE OF PROPERTY LINE......:................._..........._......._..................PL COUNTY RECORDER OF THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA TOP OF SLOPE.......................__......___-............................. -��— PROPOSED................__...................................___..................... PROP TOE OF SLOPE............................................................................... —— TOPOF CURB....-............_.........................................1.............._..TC ENGINEER/CONTACT PERSON PROJECT BOUNDARY.-_.........................................__......__...._._---- TOPOF GRATE................._..............._.......................................TG THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN. SEWER LINE ..........................._..............................:.............„.......—S— A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. TYPICAL.....................________.........__.........................................TYP WATERLINE.............................._........_........._..._...........---.._._—W— WATER ................................................................................................WAT ii 4 CirJL1M /o7z�/'tof5 RETAINING WALL..............._..__._.__................................_......... ��-� o BARRY J1 COWAN 46568 DATE o CONTACT PERSON:BARRY J.COWAN STORM DRAIN ..._........__...__............._.....__.............................SD m FIRE HYDRANT................__.„.........._.:...._.._______.._........_.._....ww o SEWER ..........................._.....................................................................SEW SEWERMANHOLE ..........................................................................Q SHEET INDEX INVERT ELEVATION................................... _...._..__.......IE o PROPOSED AC PAVING.......__...............__............................ y 1 ' TITLE SHEET CURB FACE.._-_....__.........„_......................................................... CIF $ OWNER/DEVELOPER SOIL ENGINEER z INDEX MAP PRIVATE..._........................................._........-.-_....___....„..___..,..PVT PROPOSED AGGREGATE BASE........_......................._....„...._. AS -BUILT HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. 3 NOTES& DETAILS D)yy PROPOSED PCC....._.......................................-..................__..... 35050 CANYON HILLS ROAD 170 NORTH MAPLE STREET,SUITE 108DRIVEWAY...... .............___.._.._„........-........_....__...... H CORONA,CA 92880 4 DATA TABLES & LOCAL DEPRESSION DETAILS BUILDING............._................ 2'COLD PLANE............................................................................... o LAKE ELSINORE,CA 92532 S o (951)246-2214 (951)509-7090 5 y,,IRf3 STA 10+00.00 TO 11+04.16,VINCA STA 10+33.16 TO 13+26.90 .................._.._...................................... BLDG 0 6 POINSETTIA STA 10+00.00 TO 18+00.00 Q.€ 7 POINSETTIA STA 18+00.00 TO 21+86.38,PERIWINKLE STA 21+86.38 TO 23+00.00I B PERIWINKLE STA 23+00.00 TO 27+52.56 WD I D # 8-3 3 C 3 0 8 1 8 9 q as Q 0 ' vwb 13V 11/1(/1S m BENCH MARK: DIG ALE D rl' REVISIONS APPRV DATE SEAL: 2 50UH1 FOWTE DRIVE,SUITE 275 J-149 sc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS- SHEET ELEVATION: 1400.873(NGVO 291 • ¢ s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PO4'4( 9495880707 9263o PRIOR TO CONSTRUCTION. 'I m RIVERSIDE COUNTY DESIGNATION:E-14-70 R *4 � l * `� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED.. Egx)949Saa.a709 - PRIVATE STREET IMPROVEMENT OF m DESCRIPTION:2.7 MILES NORTHEAST ALONG `�o ( UNAUTHORIZED CHANGES, PLANS FOR CANYON HILLS PH 8 PA 1A_ ENGINEERING COMPANY nckengfneeriog cam e +Q RAILROAD CANYON ROAD FROM THE �I,I, BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE V ms' INTERSECTION OF RAILROAD CANYON ROAD BEFORE ¢ 46568 s O-ge S.01i o-Riverside-S.Luls Obispo-eakersge!d$a .-W-Phoenx Tucson VTTM #36117 & #38118 AND STATE HIGHWAY 71,122.0 FEET : RESPONSIBLE COR HANGES LIABLE FOR UNAUTHORIZED CHANGES TO THESE i S.NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! 2nit" f/� � *No. * 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 N m m s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 K N J.RUKAVINA,RCE x42866 DATE J). CIVIL �! 2 `Po INTERIM CITY ENGINEER '4JF OQ� �T �iM1,.W.wz l�2)�'LOfS SCALE: SHEET SPECIFIC MARKER POST, BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED Op Cpt\F _ TITLE SHEET' Q J 0 0 TOP OF CONCRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: gy; CITY OF LAKE ELSINORE BARRY J. OW N,RCE •C46566 DATE DATE: I �e � a a " } fit y i P F ti��ti �f-• I, rr I. � '� 100 = ICF ) �.✓..-'"'-"","^^""^=t7 .w�"e t �. Rol F _ r a ! F f ~ e M i az I 4y t a r 4 w f -� � f '�: � ,��� ,� '�,,• a�� � Il"PER SEPARATE PLAN SET v 1 fN � /'"' o`' s,� ?,� :�_ � `" _ ``, - .a,�x �• ..fir !` �f r - t �i• f([ +cS�.tij� )L 21. f< 1 2. j � '^" '`" / }., �' _� _ t �� 'S ,¢ r �tl/ PER SEPARATE PLAN e 1 t f ff r` F PER SEPARATE PLAN SET N E Qo � � INDEX MAP LEGENDfn €; n ei PROPERTY BOUNDARY.. ' W - E� --- s 00 �N€ c 200 100 0 200 400 600 UmC3Y ll/Ili/5 GRAPHIC SCALE V` 200' E m BENCH MARK REVISIONS AP DATE SEALS zsoUTrI POINTE DRIVE-SUITE vs J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS - SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S 1 N O R E m% ELEVATION: 1400.873(NGVD 29) E5570a�� LAKE FOREST,Cn 9z63a RIVERSIDE COUNTY DESIGNATION:E-14-70 g THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ^W( ea9.ssa.o7o7 PRIOR TO CONSTRUCTION. 2 owlblm o' R ` CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG _ c^yc Ifnu)9a9.588.0709 UNAUTHORIZED CHANGES OF a«P RAILROAD CANYON ROAD FROM THE ENOINEERINGCOMPANY rmk—gineering.aom PLANS FOR CANYON HILLS PH 8 PA 1A INTERSECTION OF RAILROAD CANYON ROAD CALL BARRY J.COWAN i CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 m A orange San Diego-Riverside-San Wis Obispo-Bakersfield-SaaamenwPhoen:x-Tucwn VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET ,,, BEFORE Ra, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE II YOU DIG! { PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS i . N NORTHWEST OF RAILROAD CANYON ROAD, t •30•f * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. a1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 EN J.RUKAVINA,RCE"42866 DATE U} CIVIL �! / L Po INTERIM CITY ENGINEER 4tf Q rova,a,. (6�/27/yfy SCALE: SHEET SPECIFIC 7 P MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED Of CAO 0 0 TOP OF CONCRETE POST E-14-70. Cali at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY. CITY OF LAKE ELSINORE BARRY J.tOWAN,RCE •C46568 DATE JDATEt - INDEX MAP �}. i >t !I : CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES I Qi CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 77,538 SF 40' 3'ASPHALT CONCRETE(PG 64-10) • 6.0°PCC 6'CRUSHED AGGREGATE BASE , • ^ _5'PUE 4.5' 20' 20' 4.5' 5'PUE Q2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 62 EA SUBGRADE(95%MIN RELATIVE O3 CONSTRUCT TYPE'C'CUR8 AND GUTTER PER RIVERSIDE COUNTY STD NO 202 3,536 LF COMPACTION TO 1-FT MIN DEPTH) 5 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 430 SF PCC APPROACH 4 O (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) Z NO SCALE M N o 1 © ,CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 16,513 SF 2/ 2L 2% 2/ 2.1 MAX 11 'STD NO 401(WIDTH=4'.JOINTS PER RIV CO STD 400) 20 MAX -- .:'•; O7 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 l 2-- 1-3.0'AC(GREENBOOK SPEC 203-6) 6' �6 Q8 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 4 EA 6.0'CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-2.2) 3 13' 3 6' Q9 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 134 LF - 10 CONSTRUCT 4-TYPE IV CURB PER RIVERSIDE COUNTY STD NO 204 \�iSUBGRADE(95%MIN RELATIVE n7 � O11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 433 LF n AC PAVING COMPACTION TO 1-FT MIN DEPTH) SEWER MAIN NO SCALE m © CONANDSTRUCTDETAILS CAL DEQPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 5 EA WATER MAIN/ ! ' NOTE: 13 PAINT WHITE STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 3 EA BASE& SUBGRADE TO BE COMPACTED TYPICAL CROWNED PVT DWY SECTION 51 'S RECOMMENDATIONS. I 14 PAINT 12"WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 3 EA TO SOILS ENGINEER - NO SCALE PRELIMINARY STRUCTURAL SECTION (3"AC/6"AB) OT DRIVEWAYS WILL BE PRIVATELY MAINTAINED. 4 15 INSTALL(30°X 309 R7-1 STOP"SIGN PER CA MUTCD 3 EA IS BASED ON ASSUMED R-VALUE OF 30 AND �" II 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 4 EA TRAFFIC INDEX OF 5 PAVEMENT SECTIONS I NO SCALE 70' CURB INLET CATCH BASIN - 54' 3.5' 4.5' 24' Y 3' 24' 4.5' 3.5' BACK OF CURB 3.5' 6" CURB LINE 6" $ 1'1-3/16" FLOWLIN 1'1-3/16" 9.75' 1.75' JDDW SDWK7-13/16' 7-13/16" 1.0" 2.0% 1 G 1 2.0% ` 2% �;O". 2:1 MAX 2:1 MAX LIP OF GUTTER '�= "" W 9 -"�� b" 6 11 _ 20' 13' _ 11 TYPE'Cl •TRANSITION LENGTH •TRANSITION LENGTH TYPE'C' CONCRETE CROSS C & G 4"TYPE'C'C & G TO 4"TYPE'C'C& G TO C& G 8'CURB FACE AT INLET 8'CURB FACE AT INLET GUTTER (W = 3.5') SEWER MAIN •FOR TRANSITION LENGTHS SEE RIVCO STD NO 311 NO SCALE WATER MAIN STORM DRAIN �{ v GUTTER DEPRESSION/TYPE 'C' CURB &GUTTER TRANSITION AT INLETS ENTRANCE SECTION 1 NO SCALE NO SCALE I NOTE:DRIVEWAY WILL BE PRIVATELY MAINTAINED. I LEGEND 3 ' o PROPOSED AC PAVING 15' ® 2 2 2 PROPOSED AGGREGATE BASE (GG� 0 PROPOSED PCC a 2-COLD PLANE F-/HEADER °1 o� A', .� l 17 TYPICAL SECTION: m EMERGENCY ACCESS CAUTIONI LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND VINCA SHALL BE VERIFIED BY CONTRACTOR E PRIOR TO CONSTRUCTION. U/jQJ 6v I(/((/(S J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL. 2SOUTHPOINTEDRIVE-SUITE27S CITY OF LAKE ELSINORE +` THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH . LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR m w ELEVATION: 1400.873(NGVD 29) Nc THE APPROPRIATE CONDITWNS OF DEVELOPMENT ANO/OR 0MA( I IN Ito 2 949sae.o�m PRIOR TO CONSTRUCTION. 3 - RIVERSIDE COUNTY DESIGNATION:E-14-70 y - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ,Q� PRIVATE STREET IMPROVEMENT m DESCRIPTION:2.7 MILES NORTHEAST ALONG „'�," ��' ENOINEERINOCOMPANY (FAR)949.588.0709 rickengineeripg.com UNAUTHORIZED CHANOES� °F ++^' RAILROAD CANYON ROAD FROM THE BARRY J.COWAN% PLANS FOR CANYON HILLS PH $ PA 1A 8 9 o,anse SanDiegu-Rlvenide-San Luis Obispo-eakersfleitl-Saoamen[o-Ph"en&-Tuoon CAUTION: ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #3$117 & #36118 INTERSECTION OF RAILROAD CANYON ROAD , �� 46566 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET BEFORE / No. PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS YOU mc! 1 PREPARED UNDER THE DIRECTION OF: §. NORTHWEST OF RAILROAD CANYON ROAD, /�d�Si?� �9,p/ r x BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ,5 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. KE J.RUKAVINA,RCE'42866 DATE .¢ CIVIL �! ,�L 2 A P'- '1853732E,1.0 FEET NORTHEAST Of A I-800-227-2600 INTERIM CITY ENGINEER '�Tpa "%zw�ww Q IL/L7w... (p/ZJ�Q,p F$ SCALE: SHEET SPECIFIC o MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY OF LAKE ELSINORE a CAV • 46568 DATE DATE: !� g c N TOP OF CONCRETE POST E-14-70. Cap at least 2 working days Drlor to excavating. BY: BARRY J CO AN,RCE C NOTES & DETAIL i I. I CENTERLINE DATA CURB DATA TABLE N0. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q N51'36'41"E 58.09' POINSETTIA 0 A=75'14'08" 20.00' 26.26' TYPE 'C' C&G Q- A=23'16'48" 130.00' 52.82' POINSETTIA ❑2 A=102'13'59" 20.00' 35.69' TYPE 'C' C&G Q3 N28'19'53"E 255.04' POINSETTIA Q A=83'36'55" 20.00, 29.19' TYPE 'C' C&G t� A=11'07'24" 500.00' 97.07' POINSETTIA ❑4 A=78'23'00" 20.00' 27.36'- TYPE 'C' C&G Q5 N39'27'1T"E 330.78' POINSETTIA ® A=49'19'36" 110.00, 94.70' TYPE 'C' C&G - © p=31.26'14" 105.50' 57.89' POINSETTIA ® p=234'52'22" 38.00' 1 155.77' TYPE 'C' C&G i t'7J A=116'22'05" 160.00' 324.96' POINSETTIA _ A=25.54'.01" 110.00' 49.72' TYPE 'C' C&G ® N71.38'57"E 31.63' POINSETTIA/ PERIWINKLE - - tD A=56'14'59" 160.00'. 157.08' PERIWINKLE (X> A=61'08'05" 380.00' 405.46' PERIWINKLE 11 N35'28'02"W 11.97' VINCA a 12 A=36'36122" 100.00, 63.89' VINCA t� N01.08'20"E 124.72'- VINCA 14 A=47'04'23" 100.00, 82.16' VINCA ® N48-12'43"E 68.66' VINCA 16 N12'56'53"W 149.46' ,701Ju++IH5 wl%,? I I I I 6' a 6' 6, 6, D F m f v • NQ + UO O - N4-tJi t_ cJJ + OU _ v c J J 10 LOCAL DEPRESSION DETAIL CB NO. 10 11 LOCAL DEPRESSION DETAIL CB NO. 11 12 LOCAL DEPRESSION DETAIL CB NO. 12 13 LOCAL DEPRESSION DETAIL CB NO. 13 7' INLET @ STA. 10+90.52-O.S.27.00' RIGHT 14' INLET @ STA. 10+87.02-O.S. 27.00' LEFT 14' INLET @ STA.21+91.77-O.S.20.00' LEFT 7' INLET @ STA.24+97.65-O.S.20.00' RIGHT *US Jpsaf-r, tRtS- To%SYeA PERIWINKLE PERIWINKLE SCALE:T`-20' SCALE:T"20' SCALE:T"20' SCALE:1"=20' i { I I;o. � oll3 v I --._- 14 LOCAL DEPRESSION DETAIL CB NO. 14 ' 7' INLET @ STA. 24+99.06-O.S. 20.00' LEFT PERIWINKLE CONSTRUCTION NOTES 41I oa " SCALEe T"20' 1 _0 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCO STANDARD DRAWING NO LD201 i AND DETAILS SHEET 4 +if m4 a � 3 QJ06 6V J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS 33 �+ BENCH MARK: REVISIONS APPRV DATE SEAL: 260UTH POIMELNiNE-SUITE 275 SHEET 0. ELEVATION: 1400.873(NGVD 29) DIG ALERT T THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E I $ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QOMA( 949588.0707��92630 PRIOR TO CONSTRUCTION. 4 m RIVERSIDE COUNTY DESIGNATION:E-14-70 "D O~ vi CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT 1 °m DESCRIPTION:2.7 MILES NORTHEAST ALONG fy� (fAX)949.SB8.0709 OF _ U ENGINEERING COMPANY rickengineering.<am UNAUTHORIZED CHANGES' :CANS FOR CANYON HILLS PH 8 PA 1A RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 INTERSECTION OF RAILROAD CANYON ROAD (r' A o sanaego Rieiide-SanW,Obms Bakersfield-Sacrammm-Phoenix-T" n BEFORE �, 46568 reoge RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 m AND STATE HIGHWAY OA,12AN YOU DIG! PREPARED UNDER THE DIRECTION OF FEET N N : PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS ORTHWEST OF RAILROAD CANYON ROAD, � f{� + s BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE N0. 6.0 FEET SOUTHWEST OF POWER POLE DA TA TABLES & m m a1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE•42866 GATE siIM CITY ENGINEER4 CIVIL a�� SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE -UNDERGROUND SERVICE ALERT DESIGNED 8Y: DRAWN BY: CHECKED CITYINTE OFLAKE ELSINORE Tf OF CAVA q'��"p"'" l0�27�Zof5 LOCAL DEPRESSION DETAILS \� a 0 0" TOP OF CONCRETE POST E-14-70. Ca9 at Bast 2 working days prior to excavating. BY: BARRY J. AN,RCE °C46568 DATE DATE: I I I _K' i I I . I I I I � . � � i � . � 0 I I I � * i � t . 4. 11 � . : , x . , . 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I / @ PAINT 12 1 . - I I TC - -X 301 RI-I-STOP'SIGN PER CA MUTCD i I t- I-� � i � - --I-- t \ @ INSTALL(30 1 o _�_ll- � � - - I � I I � - , � �!.- I T V � I I L @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE SID.NO.402B q I 13+51.40 1 � 11 I 1, I BLDG 55 .91 � I � � I � , I � I 1. 6 -�j '� I I 1 90.77 POINSETTI / I 2 I I 6 I , �1� i � BLDG 3 - FF 1453.27 i . (�14)�- 5 i V, 1 1 1 \ \ /_Aj i ��I ,. ,_�, I I _; 1, t � '\% FF 1452.47 19 I _.1. ; 5�) 1�E; m I �d I I N, I iV, I � g. I - , I i I 1\ .- / I I -_ I I "I I tq .;- I �� -- .1,I I i I � , I � - I I " , W �6 I I I 1_1 I i I \ [ 1 � - - - I- I BLDG 54 > , I 01. u .t�l 'i. I � � .1- I I I/ I +,- - X �. i ;, � '� �� I � BLDG 2 1 1 � FF 145107 - 5 ", KILT I 1� / , I e__�� �� I I � \ \, N 11 A' D .1 i I I I � � \ � -1 � I SEWER, WATER AN 18, y, / Z/ I� i i \ I FF i452.07 " POINSETTIA STORM DRAIN IMP I . I / I F U52.07 1 � �� I� � \ \ I � 1$ , ,� '�_l I SEE SHEET NS I I 1�- I I I " \ 71 �; � ",, I __ /�I k I 11 11 � I �t -1 /�I � 1��,A�. � _>�l \� 11 I L ____� 1 40 20 0 40- so i2O �_l 1�1 119 . A -z PLAN:VINCA(EMERGENCY ACCESS SEE SHEET 4 FOR 6i6i_.� .w � 7 PLAN: IRIS _"!!�,_� ICL GRAPHIC SCALE 1"= 40' N I 11 11 U36 6V It/g/r,_�_� J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS ___ �� EET � I 1. ARK; REVISIONS APPRV DATE SEALt 2ASKOL�fOTHPSO TE9DRIVE-SUITE275 SH - - - L E aE T!N CITY LAKE ELSINORE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CA 2(, AR OF 'i" ELEVATION: 1400.873(NGVD 29) DIG ALERT 410cer .];��Tur�., THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ESW$f , 30 E APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR L'2 RIVERSIDE COUNTY DESIGNATION:E-14-70 -�JWOEP -rb I &0,CIT AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIOR TO CONSTRUCTION. PRIVATE STREET IMPROVEMENT 5 � ry � 949.588.0707 . I Ulm, I (FAX)949.588.0709 OF I .+1 DESCRIPTION:2.7 MILES NORTHEAST ALONG I ___H�kgi,mox.. UNAUTHORIZED PLANS FOR CANYON HILLS PH 8 PA 1A J!:11 RAILROAD CANYON ROAD FROM THE CALL - ARRY J.COWAN - LN.G'NEER'NGC0Mp-Y � CAUTIONi THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 1 '2- INTERSECTION OF RAILROAD CANYON ROAD - o. 46568 . o-p Sm Diego-Piver,!&�Sm Luis Obls�-Bakemfleld-SnW-Ph,k�T,mn, RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 .��- BEFORE � �N - I I AND STATE HIGHWAY 71,122.0 FEET CHANGES TO THESE PLANS MUST BE APPROVED SHEETS A I YOU DIG! I - � PLANS ALL I I r NORTHWEST OF RAILROAD CANYON ROAD, /I-.3po-157' * * PREPARED UNDER THE DIRECTION OF: . BY THi PREPARER OF THESE PLANS AND THE CITY ENGINEER. IRIS STA 10+00.00 TO 11+04.16 1..1'- 6.0 FEET SOUTHWEST OF POWER POLE t I. FILE NO. I , , " � ........ , , i - . i I � - I I ,".- � 4 � �j l' 19 4. 1 ; : ; ,!, i ; . t � .... I �� � � it Z,I t I oj-'.--it."i,-"�,,�'-: � I .1 � �-,!,i 11 � �+ - i, _ --7 ;. .p . .... �,_. � , �j � ; . . ; ----�- I �I . . 1; -� I I I ..I 't* . I � i I � I! o j � : $ - - i , I . � � � w � � 1Y IT, I ; � ; �I - I � 4�Z4 i � !T ? I , - . 's IF - .; 4 ,�, -.� . - I ifi�+ Eil I' 732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 VINCA STA 10+33.16 TO 13+26.90 9 -.- #1853 DATE CIVIL I, POST,A BRASS DISK SET IN THE ,SCALE: SHEET SPECIFIC 1 4 -\ - I ER UNDERGROUND SERVICE ALERT DRAWN BYt I CITY OF LAKE ELSINORE PLAN & PROFILE '-Z �r% R a 6�- TOP OF CONCRETE POST E-14-70. Call at lawt 2 working days prlor to excovoth -BY:____j INTERIM CITY ENGINEER OF C /o/2-7/-Aws -1 �;7� MARK CHECKED /" !�r'.-OL, , I . BARRY J.'COWAN,RCE -C46568 DATE JDATEi I D I __ I I i . 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IIIPROFILE SCALE:I....................I...I........ 4 L E'j00j'NS "L";'� �," !.............PR HORIZ: 1�--4 O' EMA .8'VERT: I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PERIWINKLE CONSTRUCTION NOTES BLDG 50 BLDG 51 BLDG 49 FF 1453.67 FF 1453.07 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG 36 BLDG 48 6'CRUSHED AGGREGATE BASE FF 1455.77 FF 1455.07 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 10+16.69 PRC-34.14'LT TC 1458.74 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 FL 1458.*4l "_�17+ 9 CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 ;,I +00.00 BLDG 29 BLDG BLDG 31 BLDG 32 BLDG 33 BLDG 34 CONSTRUCT BEGIN 0 FF 1460.47 FF 1459.77 FF 1459.37 FF 1458.87 FF 1458.37 FF 1457.97 BLDG 35 FL 1453.55 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3)PCR CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 11+1 42-20.00'LT FF 1456.87 16 15 STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400)BLDG 5T.T9_ FL 1453.38 FF 1 1.57 57.36 14+17.69 PCR BLDG 62 BLDG 61 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 TC TC 1454.70 FF 056.97 FF 1456.97 BLDG 60 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 4SS FL 1454.i7 FF 1456.57 BLDG 59 FL 1459.2 I + L 1453.62 MuLl bd CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 [BC 1 I FF 1456.37 FF i455.97 BLDG 57 j It 0 9 I_ 13,65.95 FL 1453.81 14 FF 1455AT @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 Ec 6 4 TC_�2 BC 8 1 FL 11,4'8 11 CONSTRUCT TYPE`A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 Z,BLDG 27 6 SE A 6 CID 1 771A 3 j�j + @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 FF 1461.27 AND DETAILS SHEET 4 P @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 10+18.32 14+10+ A 7AA AINI I IT 4 1 C)m PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E o o o Rc_ IOIN 458.74 YPd FL 1458.41 FL 1454.37 END ERIWINKLE 1457.89 4 (D @ INSTALL(30'X 301RI-I'STOP-SIGN PER CA MUTCD 1 54 15 BLDG 26 14+49.62 PO NSETTIA 14+69A9 IF i460.97 EC 27+70.81 PERIWINKL I TI 11445144:.301 I- 1 15.00 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B BLDG 25 BLDG 24 BLDG 23 BLDG 22 BLDG 21 BLDG 20 - FL TC 1 FF 1460.57 BLDG 19 BL 14+63.02 FL 1454.27 FF 1460.17 FF 1459.77 F D" 1454.42 FF 1459.37 FF 1458.87 FF 1458.37 L FF 1457.87 F 1417.3T BLDG 17 BLDG 16 FF 1456.87 FF 1457.17 am 15 FF 1457.17 __J A. QU BLDG 14 17+9&80 FF 1456.97 BLDG 13 BC FF 1456.47 B U I LT LD 2 FFBLDG 114121S.17 BLOG 11 SEWER, WATER AND FF 1455.57 PER SEPARATE _.- SEE SHEET 4 FOR Wo__ BLDG 10 IMP FF 1455.07 STORM DRAINPLANS 1 -1440 40 20 0 40 80 120 PLAN: POINSETTIA %)0b G%f It lif 15 � GRAPHIC SCALE 1" 40'APPRV DATE SEAL; 3-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS I REVISIONS 21,011THP�GIN DRIVE SUITE 275 CITY OF INORE SHEET ELEVATION: 1400.873(NGVD 29) F10 t)% THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EW I,I:TA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR 6 DIGALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION.RIVERSIDE COUNTY DESIGNATION;E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN HE ISSUED. +Ax PRIVATE STREET IMPROVEMENT OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY UNAUTHORIZED CHANGES PLANS FOR CANYON HILLS PH 8 PA 1A IRAILROAD CANYON ROAD FROM THE CALL B RRY J.COWAN S WILL NOT BE CAUTION:THE ENGINEER PREPARING THESE PLAN INTERSECTION OF RAILROAD CANYON ROAD Onge 5�DLgo-Rlid,San Luis Obispo BakmfWd Sa�enw Phoenix TuI, 8 BEFORE 1Z - VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET // "r : - 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE YOU DIG PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS T - PREPARED UNDER THE DIRECTION OF: Z; NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. POINSETTIA STA 10-00.00 TO 18+00.00 FILE N0. v It \BI FF \Fl 6.0 FEET SOUTHWEST OF POWER POLE 11853732E,1.0 FEET NORTHEAST OF A KEN J.RUKAVINA,RCE#42866 DATE 1-8%-227-2600 MARKER POST,A BRASS EOT.IN THE UNDERGROUND SERVICE ALERT CHECK D INTERIM CITY ENGINEER I /1"h7ho(S SCALE: SHEET SPECIFIC'1111 1 CUP at bast 2 working days prior CITY OF LAKE ELSINORE BARRY J.tOWN,RCE 'C46568 TOP OF CONCRETE POSTE DESIGNED BY: DRAWN BY: OF C DATE [DATE: PLAN & PROFILE I I . . I I . i � f i � q � I ; t � � � � c 2 , � i I . I . � : � I . . . i � i � � . t 1.ll,�,11-1--1.L__l;.--1,-�.,,A.11 111��..........�!....I 11 11.1...11 1..1 11.1 .......11...1 I..... I—— � 4 � � � : � � � � 1 2 1 . t I � � i � I . I I I ( � i r . . . . 2 . . z . . I . . . . � . p . � � � � � �� . � � �l . I 1 2 ; : � . . . I . � . � I � z . 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I - I - . . 18+00 19+00 20+00 21+00 22+00 23+00 � I � I I 21 I I�� CONSTRUCTION NOTES ;I I (1) CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 I I 3'ASPHALT CONCRETE(PG 64-10) 1 1 61CRUSHED AGGREGATE BASE i @ CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 1 HE 0 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STE)NO 202 1 8+ +00 E @ CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STU NO 209 00s (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) � BLDG 52 6 � I BLDG 9 00'00 I I 7-CHLINE FF 1452.37 -1 I I @ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY I F 1454.67 1 STU NO 401(WIDTH=4'.JOINTS PER RIV CO STO 400) � F � � 3 1��1 2 iTYP) --�, N, 21+9�',�'7_-1 22+08.27 13 1 0 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STU NO 206 1 1 1 BLDG 56 11 ,\\ CL *12 1 BLDG 46 @ CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STO NO 403 Iti,bl.bd I \ , FF 1454.57 1 1%6 15 FF 1451.77 \\ I PcC �l e BBLDMG 5W3 3 22+45.62 �& @ C014STRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STU NO 204 1 FF 1451.17 4 U BLDG 8 .0 � I & FL 14 8.78 1 N, @ CONSTRUCT 4-TYPE'O'CURB PER RIVERSIDE COUNTY STU NO 204 1 FF 1454.27 0 \ I 11 1 6 � 12 1 %, 22+25.62 PCR I \ ;t, +8b.,Id VtK INKLL= j @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STU NO 200 _* BLDG 65 1 10+00.00 W#6'1 FL 1448.32 / @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 I I 1� FF 1453.27 BLDG 54 1 1 . AND DETAILS SHEET 4 � FF 1452.07 +T6 65 10+34.55 PCR BLDG 47 1 � j0l �, 6 1 14 67 ,,11 @ PAINT WHITE ISTOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D I L BLDG 7 1+ 7 i447.34 .. .,-..-. I 2 � " 1� T' "N' 3 - � (9 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E . FL 1448.87 14 1 + ,�,, ,,,l I 'X 301 RI-1 STOP-SIGN PER CA MUTCO FF 1453.97 1 ' " I " I .1 V11 11,11 1 14 �"_ I @ INSTALL(30 . � "I - � � � I � 14 6:7 -el @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STU.NO.402B I 1�1 �__ �e9 � � � � " I I, 1. N BLDG 6 �I 0 - '4� " I . I I 13� ,��� ,_111 I � ,. -_ I A" Vk 1 -I I .. N I � ") -1 I .1 5� 1, 19+90j" . _��,� - I 11 .. '% FF 1453.57 1 _(�___ b -1 Fft " ,� " " I i. 1 13+51.4 1 lq4?5.bb I A L I 8". IL;*448.33 11% I , - __Oi�N' FL 3ftlK iRF3 I�� " '3+51'4 BLDG 1 1 1 � FF 37 v . �� . IS t SEE Sl I 'G5 I I� / ..r FFB�453.27 TYP) 2 � ,I, , I � -.1 Ji J, BLDG 2 O+ P R N. 11 I SEWER, WATER AND i E 1.,I I I BLDG 4 FF 1452.OT 7. ' \1 ill I I STORM DRAIN IMP X.� 4 / FF 1452.77 -1. A / I - 14 . 7 x I - i FF 1452.47 L 4 ;. ( /' I ;� \ I I 1�-1 , I - i ,I I I �11 VINCA 1� � - - . I - I > 40 20 40 so 120 �,�. 1 SEE S 0 �� li. PLAN: POINSETTIA&PERIWINKLE I I 119 � � li�l Wh 8v 0/li/ts , I GRAPHIC SCALE V= 40' t, 11 E. J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS ,I i IL BENCH MARK: REVISIONS APPRV DATE SEAL: 2 5 SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ,0 H P�O 'DRIIVE-SUITE 27 IED BY CONTRACTOR CITY OF LAKE ELSINORE 0.T!N C ,, '-" ELEVATION: 1400.873 NGVD 29) DIG ALERT ,& emmer wm'r -mev;;- ESS11 SKIUFT _TA 2, ARE APPROXIMATE AND SHALL BE VERIF .. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 7 1 RIVERSIDE COUNTY DESIGNATION:E-14-70 (AWN&Y.ft ,mm-ci,%aww" CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I MM!, �..---01-1 - PRIVATE STREET IMPROVEMENT OF -'-' DESCRIPTION 2.7 MILES NORTHEAST ALONG %O I I -'=-' RAILROAD CANYON ROAD FROM THE I BA RY - ENGINEERING COMPANY ,I�kgi....I...... UNAUTHORIZED PLANS FOR CANYON HILLS PH 8 PA 1A ' CALL J.COWAN A I I&�_� INTERSECTION OF RAILROAD CANYON ROAD ____-_- . % 0-p 5,,Dino-RNwMd,.S,,W6 Obls�-Sak-fidd-S-M-pb_i�.-T CAUTION;THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 Z� BEFORE --_____- I I 11 � No. 46568- T RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #3 1 6118 A _ AND STATE HIGHWAY 71,122.0 FEET I I F YOU DIU � . PREPARED UNDER THE DIRECTION OFi PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I , _, NORTHWEST OF RAILROAD CANYON ROAD, � X-L ,,�-- 6.0 FEET SOUTHWEST OF POWER PO,LE R - I/.�*/.!(' * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. POINSETTIA STA 18-00.00 TO 21+86 38 FILE NO. , , , ,"I , , , . I ; 1-11 ; � � I I � _- � � . ��u . � ; 4 I , . . .1 11 I ; � � z . � + � I � : I � � � - � � . � � - ) . I I I . . . . 4" � iAL -1 4 1 : 4 .- � � f � .i : : 1� c 4 14 � � ,� , q , , I I ,- " j � i . � ! � I i �_ i __ � � c � : 1. - ;` , :r. �_ , I -,-,� -1853732F,1.0 FEET NORTHEAST OF A 1400-227-2600 F KEN.1 RUKAVINA,RCE-42866 DATE . CIVIL f0ft?/Sa 15 SCALE: SHEET SPECIF PERIWINKLE STA 21+86.38TO 23+00:00 9 I ;;�;. MARKER POST,A BRASS DISK SET IN THE Ct ECKE' INTERIM CITY ENGINEER � 60A... !9 6*.Am4_ , a 6�- TOP OF CONCRETE POST E-14-70. UNDERGROUND SERVI ALERT DESIGNED BY: DRAWN BYz CH D CITY OF LAKE ELSINORE KT PLAN & PROFILE SO'14 -,4 1� I I Call at laast 2 worlifng dayE I I BY: I I I BARRY ,VCOOAN,RCE -C46568 DATE JDATE: I I I I I I _ - I ................ .................. ....... .............. ............ ................... ........... ............. .......................... ............. ............. .......... ........... ........... .......................... ......... ---------- .......... .......... ..........................I ........................ ...... ................ ............. ............. .......... ............. .......... ....... ...................... ............ ............. ........ .......- ............ .............. .................... ............... ............. w ............... ................ ................ ............. ........... ............... ................ ................... ....... ........................... ........... .......... ........................... .......... ...................... .......... ...... ............ .............. T--7---- 460 .................................... ... :SEE INTERSEC TION .......................... AG, I.......... ................. .............. W. .............. .......... ................. .... ...... ............ .............. ............... ........... .......... ...... ...... fG 0 CL................ ------- .......... ........... ....................................................... ...... ...... ........... ............. ............ ............ .......... ............. ....................................................... ........................................................ .... ...... .......... .......... ........ .............. ...... ............. ............ ..................... .............. ...............J ....I.... .......... ........... ...................... ............ ................ ...................... C ............... ------ ........... ........................... ........... .............. ..................... ............ -4 ................ ........... .............. ......... ................ .......... .......... ............................ ......... ........... ........... .................. .................. ............... ................ ....... ........... ........... ............ ........................ ........... .............................. ............. ......................... .......... .................... .......... ............. ............. ........... ....................... ........... .......... ............ ....... ................. ............. ............... ......................................... ....... .......... .............. .......... .......... 1 A^ID A ................ .................. .............. .......... ...... ...... ............. ............... ... ... ............ ? ......... .......... .......... ........... . -4 4 j.. ................................ . ...... ... ............... ................-------j--- ....................... 4 ------------.....------- PROFILE SCALE: z 4 0 XE H 0 R I Z 1 PROF F�EAIWINKLE' E R T 1 8 23+00 24+00 25+00 26+00 27+00 28+00 FPOINSETTIA CONSTRUCTION NOTES ISEE SHEET 611 BLDG 14 F 1456.97 BLDG 58 F CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 FF 1455.97 3.ASPHALT CONCRETE(PG 64-10) BLDG 59 BLDG 15 6'CRUSHED AGGREGATE BASE FF 1456.37 oo FF 1457.17 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG 60 �o CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 F 1456.57 F BLDG 16 {MO CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 FF 1457.17 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) BLDG 61 • CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY FF t456.97 STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 EC 27+70.8 PERIWINKL BLDG 17 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 14+49.6?POINSETTIA FF 1456.87 BLDG 52 + CONSTRUCT G-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 FF 1452,3T BLDG 51 FL 1453.38 FF t453.07 BLDG 62 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 BLDG 50 FF 1456.97 FF 1453.67 BLDG 49 BLDG 48 8 2 -4 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 FF 1454.27 FF 1455.07 13 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 24+99.06 AND DETAILS SHEET 4 6 @ PAINT WHITE'STOP-LEGEND PER CALTRAINS STANDARD PLAN DETAIL A240 (3 PAINT t2-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E --FPOINSETTIA o/ -X 301 RI-1 ASTOP'SIGN PER CA MUTCD @ INSTALL(30 SEE SHEET 6 BLDG 45 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STO.NO.4028 3 26 FF 1452.OT pejq, -- �, �R , I END PE IWINK BLDG 35 BLDG 44 fTYP)2 27+39 24 CR FF 1456.87 FF 1452.47 FL 1453.55 o BLDG 43 2+97.65 BLDG 36 FF 1452.87 L .3 BLDG 37 FF 1455.77 BLDG 42 FF 1455.27 FF 114512T 5 41 BLDG 40 BLDG 39 BLDG 38 BLDG 34 AS-05 U'1 L' SEWER, WATER AND F 1453.67 FF 1454.07 FF 1454.47 FF 1454.87 FF 1457.97 STORM DRAIN �PER PLANS PLAN: PERIWINKLE SEE SHEET 4 FOR 40 20 0 40 so t2O I B DATA GRAPHIC SCALE 1" 40' e) ov IVU115 REVISIONS APPRV DATE SEAL, J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: 2SOLFTHPO TE DRIVE-SUITE 275 SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EMS9 LAKE FoREST!N ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ELEVATION: 1400.873(NGVD 29) DIG ALERT 040 wayur, cakh"ce. va THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR z 949.58&0707 CAj263o PRIOR TO CONSTRUCTION. 8 RIVERSIDE COUNTY DESIGNATION;E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED, FAx PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG ENCIINEERING COMPANY ,,kgi....i,g.,o, UNAUTHORIZED CHANGES, PLANS FOR CANYON HILLS PH 8 PA 1A OF RAILROAD CANYON ROAD FROM THE CALL RRY J.CGWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD orange Sm M,g,-WWd,-Sm W�0blW-Bakmfwld-5�-Ph,-&-T 8 AND STATE HIGHWAY 71,122.0 FEET BEFORE N 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 U3 M4 YOU DIG! SHEETS NORTHWEST OF RAILROAD CANYON ROAD 6.0 FEET SOUTHWEST OF POWER POLE Y" PREPARED UNDER THE DIRECTION-4F,- PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED '1853732E,1.0 FEET NORTHEAST OF A KA J.RUKAVINA,RCE'42866 DATE CIVIL BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. PERIWINKLE STA 23+00.00 TO 2T+52.56 -FILE NC�C 1,�, 1400-227-2600 DESIGNED BY: DRAWN BY: CHECKED' INTERIM CITY ENGINEER &-� !I v /u t c iSCALE: SHEET SPECIE" MARKER POST,A BR DISK E.IN THE D :RVICE ALERT OF C TOP OF CONCRETE POST JN ERGROUND Sf CITY OF LAKE ELSINORE BARRY j.CdWAN,RCE 'C46568 DATE DATE:,S E' 11 at Host 2 king days prior to excavating. BY: PLAN & PROFILE