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VTTM 36117 & 36118 PH 8 SIP As-Built 18 sheets_
I GENERAL NOTES CITY OF LAKE ELSINORE 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 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 UNDERGROUND DOES NOT CONSTITUTE A REPRESENTATION H TO THE ACCURACY STREET IMPROVEMENT PLANS - ' OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPES,UI 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, e WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE / o PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE CANYON HILLS PHASE 8 I SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. � 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC 74 CxatRU.SN RO WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT pgADwT IS THE CONTRACTOR'S RESPONSIBILITY TO BE BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. VTTM # 36117 & 36118 PROJECT xa.LstDE ' SITE Ep DRtvE 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT 15 R (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 yVV��� Sco7T ROAD d THROUGH THURSDAY. PA 1 A twoY V st DAD ..` 4. CONTRACTOR SHALL MAINTAINTRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO 3 - 15 cuR off KErrR RoaO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. CB •78 g I 0100=3.27 ICES) 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. / I O a Q - I.v 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE / _ �, �.._.rgsse VICINITY MAP NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL I ��' -." L Wqy o PA 1 B ITS I UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO _ _ - BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.)AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. ' L —• �� •�" �• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED aq9� / �1007A3.06(CFS) Q100 =4.69 fft'T WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER CB 15 MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO THE BEGINNING OF CONSTRUCTION. 4 �/ 01000'►=10.03(CFS) 7 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO PA 2A / n PA 1`/ , O / \�•�` �'_` Z SEWER,WATER,TELEPHONE. ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN `t PLACE PRIOR TO PAVING THE STREET SECTION,. / 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND s -CB •1 Da UA s" INDEX MAP T £ ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL Q100 =4.59 (CFS)Pi a SCALE: 1"= 200' BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE PA 2 D REVISIONS SHALL BE IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY 4" f ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY ,\/ 5" \ THE CITY ENGINEER. �? CB•35 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION Q100=5.50 (CFS) PA 2 C SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. / \ oy OFNTHELINE TIES AND B TO EFOREACCEPTANCE IS CITE ENGINEER UPON COMPLETION PA 2B 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE 3 � 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 PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. .�ca:_ \ a� ` /�9 J � LEGEND AND ABBREVIATIONS EDGE OF PAVEMENT.........................................._.._......_.............EP FINISH FLOOR ELEVATION........................................................FF I K BASIS OF BEARING ........................................ .._......_.. EX,EXIST PAD ELEVATION....................................................._.............__...PE v � - �� � : _ �-� � � EXISTING...................................... THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NORTHEAST <= ':- r..� �,.+�' FLOW LINE................................................... .... FL ORIGINAL GROUND..............._............_.........................................QG QUARTER OF SECTION 11, AS PER TRACT 23484-4, N89.16'06"W. ... ......................__........__...._._......_ ..._..............................................................................._CL _ O FINISHED SURFACE FS CENTERLINE \: - •�ti` w-,T--w•-.. - PORTLAND CEMENT CONCRETE............................................PCC FINISH GROUND...................._...._.................................._....FIG LEGAL DESCRIPTION `' .. ASPHALT CONCRETE..................................................._........AC BEGIN CURVE......................_.._...........................___...__............BC LOTS 1, 2, AND 3 AND LETTERED LOTS 'A' AND 'B' OF TRACT NO. 30496, IN THE L��''� l AGGREGATE BASE,......................................................................AS END CURVE.....................................................................................EC J CITY OF LAKE ELSINORE. FILED NOVEMBER 5, 2004 IN BOOK 367 OF MAPS. AT PAGES 17 - f THROUGH 25, INCLUSIVE, AS INST.N0.2004-0880093. O.R. ON FILE IN THE OFFICE OF INDEX MAP LEGEND - �� MINIMUM...............................................................................................MIN DIRECTION OF FLOW........................................................._......... -� COUNTY RECORDER OF THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA PROPERTY BOUNDARY. ENGINEER'S NOTICE PROPERTY LINE..............._.._..............................._.................PL DAYLIGHT LINE....................................._.................................... ..._—il— I n ..............................._ PROPOSED............................._.,...._......................_............................ PROP TOP OF SLOPE........._-__-----______............_..........._..._....... PLAN& PROFILE SHEET NUMBER .------ ENGINEER/CONTACT PERSON # 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY o FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING TOP OF CURB.................................................................................TC TOE OF SLOPE......._..:.....____..___.........._......_.._.......................— a THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. TOP OF GRATE......___...._....:......_................:...........................�TG PROJECT BOUNDARY..._._........_.................._............................... CONTINUOUSLY AND NOT 8E LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR g/14�Zols SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY ..........TYP SEWER LINE...............•..................................................................._—S— $ ^- � AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF TYPICAL................................................................................... , l WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ••••• • •• • ••••• SD BARRY J. COW 46568 DATE SHEET I N D EX NEGLIGENCE OF THE OWNER OR ENGINEER. WATER ............__................................................................................WAT WATER LINE...........................................................,......................._—W— L CONTACT PERSON:BARRY J.COWAN STORM DRAIN RETAINING WALL...._.................................................................... 1 TITLE SHEET 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC ���--�----� •• : RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE - o OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS SEWER................................... 2 DETAILS ........___................._............_............E W FIRE HYDRANT........._..___.....__...._.............................................ww - HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY } 3 RAILROAD CANYON ROAD PLAN& PROFILE DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR INVERT ELEVATION...........:........................................................ SEWER MANHOLE ....................................................................... OWNER/DEVELOPER SOIL ENGINEER STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CURB FACE........................_....................__._ ...... CF I 4-6 TASSEL WAY PLAN& PROFILE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE ""----""""" PROPOSED AC PAVING....................................................... PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT PVT E 7 ACCESS/UTILITY EASEMENT PLAN& PROFILE - PRIVATE............................................................................................... ; 0 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT PROPOSED AGGREGATE BASE................................................ EL SEGUNDO,CA 90245 CORONA,CA 92880 8-9 RAILROAD CANYON ROAD PLAN& PROFILE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL DRIVEWAY............................... DWY =i (310)955-3100 (951)509-7090 UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. -•---•----•-----••••-•••••-•-••••••'• PROPOSED PCC.........._......_.........: ........ _......_. .-' ____...........__..... 10-11 WESTRIDGE WAY PLAN& PROFILE BUILDING.........................._............._............ BLDG �? 2'COLD PLANE........................._....__................_........_.............. 12-17 STREET SECTIONS ... l 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE 18 LOCAL DEPRESSION DETAILS FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS. ALL CHANGES TO 0 0 THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF '? THESE PLANS. g n 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. .►g v`�� w CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO WD I D # 8-3 3 C3 6 2 2 05 BIDDING FOR CONSTRUCTION. * BENCH MARK: REVISIONS APPRV DATE SEAL: _ 2SOUTHPOINTEDRIVE-SUITE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALE ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH FESSIO LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE II m% ELEVATION:1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q0.0 WA( 949.588.0707 PRIOR TO CONSTRUCTION. 1 RIVERSIDE COUNTY DESIGNATION:E-14-70 ,x A CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAXl9a9saa.07D9 STREET IMPROVEMENT OF �. +„ DESCRIPTION:2.T MILES NORTHEAST ALONG ENGINEERING COMPANY ricken gineering.com UNAUTHORIZED CHANGES PLANS FOR CANYON HILLS PH. 8 + RAILROAD CANYON ROAD FROM THE Cars. - - BARRY J.COWAN �, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 INTERSECTION OF RAILROAD CANYON ROAD s oange SanDiega-giverside-Sanwi.obi:i,ogaker:geidsaaamenw-wwenix-noon ,c AND STATE HIGHWAY 71,122.0 FEET „ BEFORE Na, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE V T T M •#36117 & #36118 YOU DIG! r * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I, �6 c NORTHWEST OF RAILROAD CANYON ROAD, �� 4--_ �O•S-(� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. �T 6 0 FEET SOUTHWEST OF POWER POLE FILE N0. KEN J.RUKAVM N RCE R42866 DATE Jj CIVIL �� ,. •9853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 INTERIM CITY ENGINEER '�TF Q C.,�,�.r 8�(�{/EO IS SCALE: SHEET SPECIFIC IF „ �? MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALF TITLE SHEET - --' 0 0'I TOP OF CONCRETE POST E-14-70. Call at least 2 working Days prior to excavating. DESIGNED BY: DRAWN BY: BY. CITY OF LAKE ELSINORE BARRY J.C AN,RCE -C46568 DATE DATE: I i i CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES R/W 66, R/W I @ CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2- --- - -- --- --179,799 SF 11 44 11' CENTERLINE DATA CURB DATA Q2 REPAIR/REPLACE IN KIND EXISTING IMPROVEMENTS REMOVED OR DAMAGED DURING CONSTRUCTION, I I INCLUDING BUT NOT LIMITED TO:IRRIGATION,LANDSCAPING,ABOVE AND UNDERGROUND UTILITIES No. DELTA OR BEARING RADIUS LENGTH REMARKS No. IDELTA OR BEARING RADIUS LENGTH REMARKS & APPURTENANCES,AC PAVEMENT,PULLBOXES,VAULTS,METERS,& STREET LIGHTING 6' 1 5' 22' ! 22' 5' 6' Q N05°57'00"E 31.51' TASSEL WAY ❑1 6=85°06'17" 35.00' 51.99, TYPE A-6 C&G @ SAWCUT&REMOVE EXISTING CURB,GUTTER,& SIDEWALK............................................................................................................... ....4,320 LF SDWK SDWK Tc 02 A=16°13'46" 550.00' 155.79' TASSEL WAY ❑2 697°21'27" 35.00' 59.47' TYPE A-6 C&G O4 CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117...-...-...................................................................... 753 SF 4 •� ( S22°10'46"W 120.43' TASSEL WAY 03 A-93°57'35" 25.00' 41.00' TYPE A-6 C&G 5 CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209............................................. SF C� " 1 T, 1 ® A==15°46'56" 805.00' 221.74' TASSEL WAY 04 0�6°31'17" 25.00' 37.75' TYPE A-6 C&G O 2.0% 11 2.0% 8 2.0% it 2.0% 0 6 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401• 35,400 SF f--= Q 5 N06°23'50"E 101.33' TASSEL WAY 5 A#93°57'35" 25.00' 41.00' TYPE A-6 C&G - (WIDTH=5',JOINTS PER R[V CO STD 400) @ SAWCUT,REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 6 6 © 4=04°13'25" 350.00' 25.80' TASSEL WAY © t1�6°31'17" 25.00' 37.75' TYPE A-6 C8G GRIND & AC OVERLAY 12"MIN).............................-.............................................__..............._...._..__.._:.........___............................._...........3,490 SF �7 S02°10'25"W 42.08' TASSEL WAY 77 6-24°16'49" 110.00' 46.61' TYPE A-6 C&G 6"CURB& GUTTER 6'CURB & GUTTER , , SAWCUT......................................................._.......................................,....................._.........._...._......-......_......................._.._................-.........._..........-...............3.290 LF © A�2°21'33' 350.00 319.84' TASSEL WAY 8 N30'24'02"E 29.06' TYPE A-6 C&G TYPICAL SECTION:TASSEL&WESTRIDGE WAY 8 CONSTRUCT CURB RAMP& RETURN(C P V .............................................._......___....______.........._............_ � _ ' �� � , (CASE A) ER RIVERSIDE COUNTY STD NO 403 i6 EA Q9 N54 31 58'E 308.79 TASSEL WAY 90 A-47 00 35 80.00 65.64 TYPE A-6 C&G PRIVATELY MAINTAINED CONSTRUCT 6"TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204.---------------------------------.------------.--.-----....-..---.....---b809 LF 0 6-90°11`02" 750.00' 526.01' TASSEL WAY 1 Ni6°36'33"W 51.76' TYPE A-6 C&G WESTRIDGE STA 10+60.33 TO STA 18+33.10 1O CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A..............................................---....-...-2,073 SF TASSEL STA 17+80.18 TO STA 30+80.50 11 S85°17'00"E 284.57' TASSEL WAY 11 A=24°16'49" 134.00' 56.79' 6"TYPE '0' CURB TI=6,DESIGN SPEED=35 MPH }' 71 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200..........................................----- --..................- -.. •-•-• ........--•-•-•--1-�----8,003 LF R/W 76' R W I © S03°38'40"W 228.19' WESTRIDGE WAY 1© N30°24'02"E 20.82' 6"TYPE 'D' CURB w 12 CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201•••.•••••••••••••••••.•••.•-......-...............................-.................690 SF 1� AF-69°36'26" 425.00' 516.32' WESTRIDGE WAY A=114°00'11" 10.00' 19.90' 6"TYPE 'D' CURB ^� (CASE PER PLAN) 71' 54' 11' iID S65°57'46"E 195.31' WESTRIDGE WAY 14 S83°36'10"E 6.91' 6"TYPE '0' CURB 13 REMOVE PORTION OF EXISTING RAISED MEDIAN & GUTTER....................................................................................._...................................._...............................670 LF I i� I � A-19°43`21" 350:00' 120.48' WESTRIDGE WAY 1© A-90°Do,00" 10.00 15.7t' 6"TYPE '0' CURB X 14 CONSTRUCT CURB RAMP(CASE B)PER RIVERSIDE COUNTY STD NO 403-...................................................................................................................-.•-.........1 EA 6' 1 5' 24' 3' 3' 24' 5' 6' (9) S46°14'251 286.92' WESTRIDGE WAY 1� N16°36'33'1 51.88' 6"TYPE 'D' CURB 15 CONSTRUCT CURB RAMP PER CALTRANS REVISED STD PLAN A88B(CASE CM,MODIFIED PER PLAN).........-............................. -----.---.-1 EA SDWK 1p ! All SDWK (2) S85°17'00"E 120.98' UTILITY EASEMENT 1© A-113°OO'24" 10.00' 19.72' 6"TYPE 'D' CURB 16 REMOVE CATCH BASIN...................................................................._.................._.............._...._.._.._...._......................._...................._.............._...._.._....__...._......__....__.........._.....1 EA F( 18 A06°16'51" 500.00' 54.81' UTILITY EASEMENT 11 S83°36't0"E 10.67' 6"TYPE 'D' CURB F/ 19 N88°26'09"E 463.37' UTILITY EASEMENT 1 A 90°00'00" 10.00' 15.71' 6"TYPE 'D' CURB 17 CONSTRUCT 18-RCP PER PLAN,PIPE BEDDING PER RCFG&WCD STANDARD DRAWING NO M815.-----•--•---••••-••••-•-•-------••••••-....---•-•.20 LF 1 1 O 2.0% 11 �2.0% 9 9 2.0% 11 ?•0% ©0 6=33°07'48" 100.00' 57.82' UTILITY EASEMENT ® N06°23'50"E 49.71' 6"TYPE '0' CURB 18 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803.--.----------.---.------.•••-•-••------•-•-•-•-.-••••••---.•••.-•-•--.-1 EA � i 19 CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CB100•---••-------•••••••••-•----------.-..---------------------.-----1 EA 6 -_6. ® A-44°47'39" 70.00' 66.94' UTILITY EASEMENT 21 A86°15'33" 25.00' 37.64' TYPE A-6 C&G IN AND W PER PLAN) ® A�6°15'33" 25.00' 37.64' TYPE A-6 C&G �0 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 •••••••••-••-•••-.-.--......•••••••.•••••••••••••••••••••••••••••-.•••••..••••••.•.•-••.••..60 LF 6'CURB& GUTTER PER PLAN 6"CURB& GUTTER © A46°44'07" 25.00' 37.85' TYPE A-6 CaG 21 CONSTRUCT ACCESS/UTILITY EASEMENT PER DETAIL SHEET 2-....................................................................................................................--••........_13,339 SF TYPICAL SECTION:TASSEL&WESTRIDGE WAY(WITH MEDIAN) ® A88°55'41" 35.00' 54.32' TYPE A-6 CM @ CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STD NO 810-............................................................................................................-............-...........................1 EA PRIVATELY MAINTAINED ® N89°12'30'E 31,22' TYPE A-6 C&G © CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STD NO 309 WESTRIDGE STA 19+50.00 TO STA 22+52.86 A�JO°00'00" 25.00' 39.27' TYPE A-6 C&G -------------------------•••--••••---••------•••••-•••••--••--••-••-----1 EA TASSEL STA 11+03.69 TO STA 17+05.43 TI=6,DESIGN SPEED=35 MPH EX © A-90°00'00" 25.00' 39.27' TYPE A-6 C&G 132' R/W i - °T ��^�'. 3.0"AC � ® A�JO°00'00" 25.00' 39.27' TYPE A-6 C&G ' k 12 C 1 4.0"AC � CL A-90-00,00" 25.00' 39.27' TYPE A-6 C&G 12.0"AGGREGATE BASE 7.5"AGGREGATE BASE 6.0"AGGREGATE BASE o 71',___-_ h A-21°07'22" 110.00' 40.55' TYPE A-6 C&G `�' SUBGRADE(95% MIN RELATIVE U*11 `SUBGRADE(95%MIN RELATIVE SUBGRADE(95%MIN RELATIVE i 31 A�3°00'57" 80.00' 74.02' TYPE A-6 C&G COMPACTION TO 1-FT MIN DEPTH) COMPACTION TO 1-FT MIN DEPTH) COMPACTION TO 1-FT MIN DEPTH) R/W 122' - 61' 61, ® N29°12'51"W 66.47' TYPE A-6 C&G ( RAILROAD CANYON ROAD AC PAVING �LSSEL & WESTRIDGE WAY AC PAVING ACCESS/UTILITY EASEMENT 12' 9' 59' © A-17°01'34" 110.00' 32.69` TYPE A-6 C&G i ` NO SCALE ` NO SCALE STA 31+74.15 TO 39+01.36 49' 49' ® 6=21°07'22" 134.00' 49..40' 6"TYPE '0' CURB PRELIMINARY STRUCTURAL SECTION IS BASED ON PRELIMINARY STRUCTURAL SECTION IS BASED ON AC PAVING ASSUMED R-VALUE OF 30 AND TRAFFIC INDEX OF 9 ASSUMED R-VALUE OF 30 AND TRAFFIC INDEX OF 6 1 ® N82°13'48'W 13.32' 6"TYPE 'D' CURB I NO SCALE EX RAISED MEDAIN PRELIMINARY STRUCTURAL SECTION IS BASED ON ® ai4°45'21" 56.00' 14.42' 6"TYPE '0' CURB !III PAVEMENT SECTIONS ASSUME R-VALUE OF 30 AND TRAFFIC 2' S' 5' EX INDEX OF 5 A=108°53'34" 10.00' 19.01' 6"TYPE 'D' CURB NOTE: BASE & SUBGRADE TO BE COMPACTED 11C&G EX C&G ® N41°25'07"E 11.17' 6"TYPE 'D' CURB ' TO SOILS ENGINEER'S RECOMMENDATIONS. 2% I h 1' 2' 7 EX AC s•` ?% ?% � - ® A�9°20'03" 10.00' 15.59' 6"TYPE 'D' CURB ;€ BLOCK WALL g -_ � - Z ® A�7°39'32" 10.00' 15.30' 6"TYPE 'D' CURB rL 41 N41.2V 07% 7.48' 6"TYPE 'D' CURB s 3r 7 CL 7 1 PICAL SECTION : RAILROAD CANYON ROAD EX as ® A 1os•22'o2" 10.00' 19.09' 6"TYPE 'D' CURB 7'/11` 24'/20' FROM STA 86+56.38 TO STA 89+56.38 q' c>Z EX TI=9,DESIGN SPEED=55 MPH EX N29°12'51"W 51.79' 6"TYPE 'D' CURB 9'/5' 15, TC EL V a� R/W CL R/W ® A-17°01'34" 134.00' 39.82' 6"TYPE 'D' CURB .I, PER PROFILE rn 122' � s . X P 2' 61' 61' ® A-93°09'11" 35.00' 56.90' TYPE A-6 C&G BLOCWALL qV F.�p� �� 'L @EX MRAISED EDAIN 9. 59, 59, ® A-93°12'49" 35.00' 56.94' TYPE A-6 C&G c�Q 7� r EX AC 49' 49' © A=12°38'50" 1141.00' 251.86' TYPE A-6 C&G 2% 2% QFe' 2% s 2' 4 3N ® N27°53'56"E 48.65' TYPE A-6 C&G EX 6"CURB ONLY ® A�9°31'38" 362.50' 60.28' TYPE A-6 C&G t 6"CURB & 11 t EX SHOWN ON PROF[LV X RAISED ® A�9°31'38" 362.50' 60.28' TYPE A-6 C&G GUTTER 3"AC/ 6"CL II AB / 1 C&G MEDAIN EX All 51 A=15°00'55" 25.00' 6.55' 6"TYPE 'D' CURB PER SOILS REPORT it 7 TYPICAL SECTION : RAILROAD CANYON ROAD zz 2% ® S68°30'23"E 2.50' 6"TYPE 'D' CURB AC ACCESS/UTILITY EASEMENT FROM STA 83+00.00 TO STA 84+00.00 ® a164°20'09" 1.00' 2.87' 6"TYPE 'D' CURB NO SCALE 2 TI=9,DESIGN SPEED=55 MPH y•� ��-'i� ":� •�-_���x�.F�". r REPAIR EX MEDIAN 11 L1=iB8°25'13" 1.00' 2.94' 6"TYPE 'D' CURB PROP O PER PLAN 1 EX AB ® N71°53'16"W 3.56' 6"TYPE 'D' CURB PROPOSED R/W CL TYPICAL SECTION : RAILROAD CANYON ROAD ® a 1115e'17" 25.00' 5.22' 6"TYPE 'D' CURB o - STRUCTURAL - ---- 71' - --------- 7 S84°03'00"E 300,00' - TYPE A-6 C&G + _ SECTION U REX/W EX FROM TI T 9 DES GNOSPEED ST551MPH 3 24 EX A�9°31'38" 362.50' 60.28' TYPE A-6 C&G a� 7(02'MIN) AliY 61' R/W CL R�W ® A09°31'O6" 362.50' 60.22' TYPE A-6 C&G o a EXISTING AC 12' I 59' 61' 122 61, 61 &43°02'09" 200.00' 45.50' TYPE A-6 C&G i ------- 49'J 49 59' 59' A=13°01'18" 200.00' 45.45' TYPE A-6 C&G 49' 49' A-14°15'27" 1196.00' 297.61' TYPE A-6 C&G 2' S' 5' EX c=.I TC ELEV 4 3.zW. ® A-'180°00'00" 1.40' 4.40' 6"TYPE 'D' CURB a .., C&G a SHOWN ON PROFILE EX 6"CURB ONLY ® A�0°58'17" 1193.20' 20.23' 6"TYPE 'D' CURB 9 r SUBGRADE EXISTING 11 "' EX EX RAISE A=32°21'45' 62 13' TYPE A-6 C&G AGGREGATE BASE ?% 1' 2' 7 2% �C&G ED EX AC ® 0 E 110.00' 93 52' TYPE -6 &G , M AIN _ 1' 2' 7 ® N06°23'S T A C e JOIN DETAIL 6 2Z 9 2% � - ® A 12°58'42" 200.00' 45.30' 6"TYPE 'D' CURBo $0 NO SCALEIP'J� ^� -� � - ® A-12°59'56" 200.00' 45.37' 6"TYPE 'D' CURB IR CAUTION! LOCATION OF EXISTING UTILITIES ON 1 _ @REPAIR EXEREDIA 11 1 ® N84°03'00"W 100.00' 6"TYPE 'D' CURB LA THESE PLANS ARE APPROXIMATE AND TYPICAL SECTION : RAILROAD CANYON ROAD TYPICAL SECTION : RAILROAD CANYON ROAD �.. Vt SHALL BE VERIFIED BY CONTRACTOR FROM STA 108+21.49 TO STA 111+35.03 PRIOR TO CONSTRUCTION. TI=9,DESIGN SPEED =55 MPH FROM STA 106+83.24 TO STA 107+03.61 TI=9,DESIGN SPEED=55 MPH E m TILITIES ON THESE PLANS BENCH M A R K I DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEALS 2 SslLAKE FO EST!N DRNE-suite vs d 490�a gRETAPPROXIMATEIOM N AND SHALL OF NBEUVER TIED BY CONTRACTOR C 1 T Y O F LAKE E L S I N O R E SHEET ®� ELEVATION: 1400.873(NGVD 29) AS-'R.1lLT Lk&i+A1_Y� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR R1OM4Z 9495e8.07D7CA 9zesD PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 Fox t __ _ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. .S �, (FAXJ949.588.0709 STREET IMPROVEMENT OF DESCRIPTION:2.7 MILES NORTHEAST ALONG T H ENGINEERING CGMPANY rinkengineermg.ana UNAUTHORIZED CHANGES w - RAILROAD CANYON ROAD FROM THE CALL -- BARRY J.COWAN ,_., CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANS F 0 R CANYON HILLS P H. 8 ��15 INTERSECTION OF RAILROAD CANYON ROAD A Orange San Diego-gNerside-San Luis Obispo-Bakenfleld Sacramenm-Phoeniz-Tuaon 18 ," AND STATE HIGHWAY 71,122.0 FEET �„ BEFORE ley, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED EHANGES TO THESE VTTM #36117 & #36118 YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, / • + 6.0 FEET SOUTHWEST OF POWER POLE / ` BY THE PREPARER OF THESE PLANS AND THE CRY ENGINEER. FILE N0. v w1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,ICE-42866 DATE .fj CIVIL �! //��,, � INTERIM CITY ENGINEER 4tf /:lµ Cfi•^-�- S�I�ZO(, SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALV -- DETAILS - a 1567 TOP OF CONCRETE POST E-14-70. Call at least 2 working days prior to movating. DESIGNED BY; DRAWN BY: BY. CITY OF LAKE ELSINORE HARRY J.CCfWAN,RCE "C46568 DATE DATE: tv-ate I ............... ------------........... ...................... ........... ------------- .............................. .............. .................... ..................................................RAILROAD CANYON ROAD ... ................................... ................. ............ ...................................--------------------------------------------------..................... ................ ............................................. ........................ ------------ .............................................. 14 '4,24-48.7f FIT ............TC 1391.93 AILROAD CANYON RD 4-- ---- ..... ............................................ ------------.............................-------- ..............TIC 1392.03 F 13 t68 ........................................... ........................... ............. ---------------------------------- .......................... ................................. .......---------------------------- ........... -------- ............................................. ............ EX6'C&G ............... ......................... ........... .... .......... ..................... ..........------------ ............ N ............................... ------------..................... 'T' . . . . . ...............T... .......... ............ C ............. ............... .............. *6 URB RETURN PROFILES .... .....................---------------.................... ............. .........O'CURB FACE 5 ' :SEE SHEET A .......... .............. .......... ........... ........................... .................... ...... - .............EX SIDEWALK ------------ ... - .............. ............................... ............................. .......... I..................... .......... ........... .................ox ............. ... .......... ........................... ......................-------------- ......................... .............. ............ .............................. ................. ......................... ...........�E ....... .......09CM R....... .... O'CURB FACE ...... ...... I ............ --------------------- EX ...................................... ...... ............. ..................... .......... ...................... --- ---11392.11 ........... ....... ..............I ... ........ ;�- -2. .:;;4�� . :- : i........... ........... ..................... ........................... OG 0 CL+ — I : p.......... ....... ... ................ ........ ... ...................... ................ ......... ------- I.......................... 1 i ; I . . : . . . I I . I . . . ....... ....... ............................ ............------------- ............... ... ................... ............... ........... ------- .................. + t- t........................... ....... ...................................... ....................... ...... ........................ ................ .............. ........... -------- ---------------------- ............... -------....... ............... ...... ........................................... ------- ...I..........DETAIL_W .................. ............ .................. .... ............. .......... ............. ..................... .......... .............c ,a m A.- IC V + ...........L.....i......... ...............----------- ......................... .......... ....... ..................................................6.s I I I I I I . . -i --w�: ............................... ............ ...... .............................. ... ............... ...................... .......... ..................... .................. ........... ui------------- c L).................... ........ +- ... ....... ................................................... CORO.............. ............. ........... ...............................--- .......... ------......... ........... .............................................. ........... ............. ...... ......... .............It............................. .......... ......................---------------- -------.......... .... ...... .............. .............. .......... ItONCTRACTOR TO FIELD.....................-------------- . . . . . . .............. ............................... ..................................------------- PROP FS' ER7 HGr lu FY PRI iR C6NIST......................................... ------------- ......................... --------------- ------------ .............. ........... ............ ....................... ---------------- ..........--- RL JOO-YR'TIOIN.-I _j........................... ................................. .............. ................................................................... ......... ............. ........... -----------........... OG 0 CL_ . . . . . . . . . . ...................-------.................. ; . . 61--i t ............................... .... ----- ........... ................... ...................... ........ EX GRC J c, + .................................................. ......................... ........... -------------............ I .... ..... ...............MEDIAN" 1 ............ ..I...... .................. ............. , NOTE: .....------- . ....................... ...................... .......................................'L ................................ ............ .................................... ...............�: : 1 ........................................ ---------------............ .......... ............. =�A- ate CFS RAILROAD CANYON RD I so V--------------- .......................................... -----....... ...................... .............................................. .............. CROSS IONS 14467 6.91.SEE SHEETS. FPS................................. -----................ --------------------------- ........... -..... .....12 & 13 go.c 6 LF 18'RCP OF ............E'X'L'18'RGP PER ........... ........L.............. .............. -------.......................... .............................. .............. .............. ............ .... .......................... ..............................................To ;LAKE ELSINORE IMPROV E A 1,1.......... .4 .............. PROFILE SCALE: . ...... �OG @ .......... .......... ..................... ........... ...................... ........... FOR RAILROAD 0 S t IMPROVE ..................... t I 1 : : :.............. 3 R_PROFILE-!RAILROAD i��ANYQN PROFILE'LINE III? HORIZ: 1'L-40' $H T 31 OF 3 OP 0: c P AD -------....... .......... ......................... VERT: 1�-8' 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 CONSTRUCTION NOTES (CONY)CONSTRUCTION NOTES @ CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201(CASE PER PLAN)CONSTRUCT AD PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 @ REMOVE PORTION OF EXISTING RAISED MEDIAN & GUTTER DAMAGED DURING CONSTRUCTION,REPAIR/REPLACE IN KIND EXISTING IMPROVEMENTS REMOVED OR DAMAr 14 CONSTRUCT CURB RAMP(CASE B)PER RIVERSIDE COUNTY STD NO 403 kE OZ FORLOCALDEPRESSIONINCLUDING BUT NOT LIMITED TO:IRRIGATION,LANDSCAPING,ABOVE AND UNDERGROUND UTILITIES EVMWD SEWER& WATER&APPURTENANCES,AD PAVEMENT,PULLBOXES,VAULTS,METERS,&STREET LIGHTING PER SEPARATE PLAN @ CONSTRUCT CURB RAMP PER CALTRANS REVISED STD PLAN A88B(CASE CM.MODIFIED PER PLAN)........ ...... ........SAWCUT& REMOVE EXISTING CURB,GUTTER,& SIDEWALK IDETAIL�DSEE SHEET 16 REMOVE CATCH BASIN CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 y Tt; 6 -RCP PER PLAN PIPE BEDDING PER RCFC&WCD STANDARD DRAWING NO M815 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401 6 Pit,ANN I ND/ Iq @ CONSTRUCT 18 SEE STATIO�, &4�LVATLON X FfR CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STANDARD DRAWING NO M803 j I E R LA 2b @ (WIDTH 5',JOINTS PER RIV CO STD 400) CALLOU S S ET 4 SAWCUT2REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 L CB.'8' 4.17 CL RAILROAD @ CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STANDARD DRAWING NO CBIOO�,�ATIOI R00ACL (H AND W PER PLAN) CONSTRUCT CURB RAMP&RETURN(CASE A)PER RIVERSIDE COUNTY STD NO 403 .86.7 LME 14-4 N PROP.R/W PER-, REMOVE/L�Cjl�,W=18'CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 ....... DEPRESSION/ CASE B) TM 36118 11 @ RELOCATE 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200EX / EX CABLE @ PROTECT IN PLACE ......... NONE LIGHT TV CONDUIT PROP. PER PEDESTAL 36118........... @4 ADJUST TO GRADE AND REPLACE WITH TRAFFIC RATED BOX n,xw ........... EX ..........VALV 59............. ---------------------- ----- ---- -----8 1 77 RE-__.................. ................................. _-__-.............. ...................I., 11 : , ----�,- ,-, L , .1 .............. C EX 18' C EX 6-GAS u! SEWER............ --- EX 16'RECLAIMED ..... ..... ...-77 EX.............. �_FMEDIAN EX V CABL .....WATER.._......................................... 41 ................... .... ......... .J..........PVC 071 PTICS UED PUL ---------------I 13 EX'FIBE EX FIBER UPI . .. . .......... ...... EX RAISED 9 7 ........ A x a 6 4.00'LT --?V--MED1A1r= ___—,VED1Nr—.......... ........................'y TRrr. WY TPrP, IRRIGA 4......................... -—-------------------- RAILRGAD-�GAWGWROAD, EX 11'111'.............EX 20"PVC T EX 6"C&WG A I— WATER WATERac GA y EX 6'C&G k LINE 4 ---—-------------------- .......................... .............EX ............. RIW EX RIW ...........................A El 430......................................... ... ........ .....................198 ............................ .55 TASSEL WAY ............ ...............-45+90.36 RAILROAD CAW STORY DRAIN DATA ..........%L:SEE SHEET 2 F iRG. LENGTH REMARKS 40 20 o 40 80 120.10 ICL DATA & CURB DATA I PLAN: RAILROAD CANYON ROAD Lj] I N68-31 53"E 1 20.06' �1 8" RCP -7�l GRAPHIC SCALE 1" 40'-APUNA-*, 4S AWA REVISIONS APPRV DATE SEAU 2 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANSPLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 'I, UTH POINTS Dl�l SUITE 275 CITY OF LAKE ELSINORE w> -Vhb 0 'V' ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR + Iq FOREST, PRIOR TO CONSTRUCTION. 3 ELEVATION: 1400.873(NGVD 29) DIG ALERT imli 4HE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR LAKE 3. RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG % ENGINEERING COMPANY UNAUTHORIZED CHANGES, OF RAILROAD CANYON ROAD FROM THE I ILLS PH. 8 mob CALL BARRY J.COWAN SM.g.FWudd.S..L�i�Obl�p.11.]—fidd CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET YOU DIG' PREPARED UNDER THE DIRECTION OF: PLANS,ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS F, NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. RAILROAD CANYON ROAD STA 85+30.62 TO 90-76.38 — I T 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. -1853732E FEET NORTHEAST OF A 1400-227-2600 KEN J.RUKAVINA,RCE-42866 DATE CIVIL MARKER POST,A BRASS ET.IN THE INTERIM MY ENGINEER SCALE: SHEET SPECIFIC UNDERGROUND SERVICE A CHECKED OF C to !j% CaN at least 2 working days prTor DESIGNED BY: DRAWN BY: By, CITY OF LAKE ELSINORE BARRY 68 DATE ID PLAN & PROFILE 6'�! TOP OF CONCRETE POST E CA��465 ATE: � I I I � I I . I � : � : : � : : : ; : i . . I ; : ; � � � � : ; : ; � : : : . : i : � : ; : : � : : : � . : � : : � : : : : ! ! : : z : i � � i : i : : � � : � : : t . I i . : : I . : : : : . . . . . : I- L=SI.W I- : ; : . : i : r : � : ; : : : p : � � ; . . . I . 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I . . . : : I . . . i : i . : I ; i : : : . : i : j : : : . . . . . � I 6 I : i � . . � . I : I I . ; t : : c � . i : : � : : � : : i . I r t � : i � : : I � ; � : ; ; . I i : � ; : I : : ; : ; : : : 6 1 1 1 . . : : : : , . I I I I � b . . . , , : ; ; : � . I � : : I ; j : ; ; : : : z : -11 I -T 77 : : i ; : : _ ,____ _L_L���_Li J-1-i-i-�, .- I ;; - ____ __ I— - ; � ; : � : : . . . . . . . I . I . . : : : ; � z : : ; I : - I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 . I I \ � �,,,' 1 � - i 1; I � � � - I I 1. CONSTRUCTION NOTES I t ;,' 'It, k 1� A ) � ; . ,L . - , �41 . , OP W�PER ! ; I � I � �. I ; �/ 1 � I I � I,, <L% k i "I " �'t 6 18/ -.1.... IBERIS G) CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 � I . , I I .. � I i I e, P.card� , ',I �� �', , .1 PER I ` I � EX 6�Q&G I I I I - �� " 0 CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117 1 �' . , I � �1� � . I �'�, I - -2 PCR FIR CANYON- I I EX RIW - � S I i , \,, � .�. � � : I �� I �i 1A�� � 1 0:,37) @ CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 : ull � i . I @ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD No 401 , � to I IL�',Ig�1" � I 1 I,III 1 '77.77 PCR TASSEL 11 442fl..10 + .1 TASS�= I I i . , .�� ,.� IBER15 17+23.03-22.00'LT (WIDTH=5',JOINTS PER RIV CO STD 400) 0 1 1 �I'll; ; � lr It Br I .. I I END CURB TRANS 0 SAWCUT,REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 . � "" , � 11 I � , 11.....I * -....� TC,1396.14 i, 11 -I�1....�, ...... . I � � � " , , "I" 16 " I ,�', " i . '_�. ..._', iO+6&0 PCR 10 RIS - fO+68 20 PCR IERII ,, ..._ �,-.,Z:_...,_ :� GRIND & AC OVERLAY (2'MIN) � - i I.. �... -, 9 1 I- Ir606 SAWCUT i i, x I FL 92.7 �\ :, :,, . s Dwl - w 111,1.1 I., FL 1392.71 � 03 'L V 1 B + I .1 CONSTRUCT CURB RAMP & RETURN (CASE A)PER RIVERSIDE COUNTY STD NO 403 ! I R � n % !,, `..."',"', i � 16+97.23,,. J� I % �I . I.. � I-,)U) @ 1 - , I � � ,wl I ,� I � , 11. �_� 13+73.98 OCR TA--- -" �, � _ _______ I 11 � , . . - . , � "I "'.ix,it, , � . . � , i � . . 14+85.25 PCIR TASSEL WAY - -TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 � � -I � � ti�, I ,,1393.88 wx__ I I �11 I � i � I _____- � ___� .- - FL 1355.11 T rn @ CONSTRUCT 6 � : -� f__� � i� � - I U I I � ��t � 1.Aw� �� ; - __ - - I �") ........-,-,,- "I __ I 0 rn @ CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A � ,- - - . i I I � . Ili , -9 . '71, 1 0 7 � 11 Ll, i � � 10, , (-)��, ____� 1 1+5_0�w� 1 @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 . � I , I A 11,85.85�TA 1�. __ i I ,__�, _TM-�',��a I - �,� --uO � a_ @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 � �, i t)p_ I ffc 0 b E L WA V'-"'-' _Z_�� �� -'_�:: _,� :56.rn PER PLAN) i - '_ 1 , _�-j7,76-1-m - �," '.P,rn TASSEL L i �1' I 1 3+28.5 I,�,� 1 85+90.�B,RAI ROPID,C 7ON ROAD I - - �,�� !8.02 � .�DI � 1 R-S' , (CASE L � I ,�---� _.� �0 I -��11 "I , @ CONSTRUCT CURB RAMP (CASE 8)PER RIVERSIDE COUNTY STD NO 403 � � �, ,� 11 .11 I 1� 11 - I- - 1 --A4 � � ;1 T' � f El ' I - I � I �, 14+98.001 _ 'T) , i � I % I ') � I. BEG MEDIAN LO 1`1111" i I , �_`FF�, % -- y nj,� ;,_ - ::::!), R-�' � \! I 51, lj� - 0 @ CONSTRUCT CURB RAMP PER CALTRANS REVISED STD PLAN A88B(CASE CM.MODIFIED PER PLAN) a ;I � I � �.& I im e �k , - __ ,ki I �Ln __ �-,_ � I I "I __'�, - _ I I+ I z?i I - ___11�___# r_ I .; , I 0 1 I - ___ � ) �� �,�,� El w_- 0 ", , � - -�� 0 �, "�, ,� )i % L - L_ I - r�` -,� q,�_E I ,� 12 1 / I � . - �f k,�)_-I ,�,, I , " i �� �, ,",I I ] � 2� If* : `;i i'l 11", _�3i, -, -6- - I ,- . u y, , � 11 - rn ?� � � i, I . � - 1. t �.. I 1�� 11........ _6___ - I �� 0 �i I 1, ! . .- - i 't 11 __- L. , ), � I Ii, Ij �,� I 11�00.9 OCR TASSEL �, 7 , � I - "' 6 f " " ," "I - . I I I � � I � - - ii ,", -1 ��� --- :� L - I I �, j ;, I I. FL 13 . �11 7��, +074 PCR - � I , � % I 1,-1 11 '11, . w I t: .� ,� � I I i I. . ' 7-, 9. I I AA I - .111" 17+14.68-33.561 RT ,� I ��_ / 1 -' 1 2 11"i ! �� �1 __' I '\ 27.00'RT . rANYAkI I/ ""', ,-." ---4, TC 1395.95 1 1 , � il �i il I / I �i� ', if 1, .G C B , A __- 2: . -X,6,C& � \, "I 9 ' GATES PER ! ,, , I E �i � i'. I % %. I CIZI., C 4.13 SEPARATE 17+05.43 � . i� � j I I I '1� �I I %, \ 15+77.32-36.50'RT PLAN SET END MEDIAN I � 6 1 1,I ��.... 46' 4 � �,PROP.�R/W PER TC 1394.51 1 1 "I 1 , � ' � . ...,1, �1 �! ., I ,. � _;� "1. I aii 12�11 �, TN,361118 16+03.87-48.321 RT TC 1395.41 1 .I .1 , - I i� ",� \ 11. TASSEL TC 394.78 1E - I -n iii j., I . 4 I � I 1 14+78.49 PCR I EX . ,� , , -r _� � '!'Il isl� Ao;- ,Ruu- � w M "' � : I � I E FL 1393.22 � 0 1 i; j �,A 1 LK I il , �% - 1 7 " ' � I " T % i_.�r__� �. � � I ii 1. 1, � L I C�';, ",ii A � � . 156 11z � I � " '_1' \ e� � � I -I - � I I "I V1 I � I I �! �. '_1. I I � L i i� 7� � 1 .2 � i � ; 9 2; � � I 'EX.RAI$E � - I 7 � I n I REDIM,, I I I z ; ;� -1 I % I i I ,� " 1% F SEE SHEET 2 FOR I... I � I I I I � I �, . I � 40 20 0 40 80 120 1 Xa OTAILOSEE SHEET 18 ICL DATA & CURB DATA q .12 PLAN:TASSEL WAY(PRIVATELY MAINTAINED) :;11 -0-� &..d 161-AIA '5///,!F GRAPHIC SCALE 1"= 40' N g. -4zFA I L* REVISIONS APPRV DATE SEAL: SOUTH POINTE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET ,I BENCH MARK: " THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 1, ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE �1'* ELEVATION:1400.873(NGVD 29) DIG ALERT %3O A&-"#_V fA-"j:7,f,S ,of& �11IHE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR E59 KE FOREST,CA 92630 - I 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 4 m Irm 949.588.0707 PRIOR TO CONSTRUCTIft 4 '' - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ElIC31NFE-G COMPANY (FAX)949.588.0709 Hck.ngi STREET IMPROVEMENT OF I � DESCRIPTION:2.7 MILES NORTHEAST ALONG I COMPANY mg.cpm UNAUTHORIZED CHANGES, -'!:- RAILROAD CANYON ROAD FROM THE CALL . BARRY J.COWAN - ,,,,,,A�,,,,,,,,,,,,,,, . - __ PLANS FOR CANYON HILLS PH. 8 18 I I t I A ;i 0-g. S.�Di.g..Rk-id.-S-WI,Ob,�p.-B.k��fidd-S.�-��.-Ph-n,�-t�,on CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE .j� INTERSECTION OF RAILROAD CANYON ROAD BEFORE W No. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE , _ AND STATE HIGHWAY 71,122.0 FEET i;� VTTM #36117 & #36118 1 .! '�_ ` ��! j �m_ v , EI1 -qi � !__ R m �"ix - #,, A A Ith CR...__...... .w -*y nal. s " - I. 16,�,6 RL I 'i -*",T ,__1 , , - 1* 3 , A!P' � a�6"Ql , I _ V,I �'�,F, NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! 110-6--t r 4 * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I I .-�- 6.0 FEET SOUTHWEST OF POWER POLE R - 'BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. , TASSEL WAY STA 10-44.32 TO 17-25.00 -FILE 1-0. ? _ 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 r KEN J.RUKAVINA,RCE'42866 DATE 11111111 ffi41%ej,. ISCALE: SHEET SPECIFIC I �:�;- MARKER POST,A BRASS !K CHECKED INTERIM CITY ENGINEER i* dm-., ej C.., - ! 1,�,E��IN THE I UNDERGROUND SERVICE M,ERT DESIGNED BY: DRAWN BY� BY: CITY OF LAKE ELSINORE BARRY J.bOW'AN,RCE 'C46568 DATE IDATE. I a 6 7 TOP OF CONCRETE POST DE' Call at basf 2 working days prior to excavating. I I I I I , I I I PLAN & PROFILE I _______I� I �Lo-0,6-10 1 1 . . 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UNLESS ISEOTHERW NOTED ............. .............--------------.................. .................. .............. ............ ...................... ..................... -------------- PROFILE SCALE: . . . . . . . . . . . . .............. --------------- . ........................ TAS . ....... . . . . . . 1- FILE. L WAY, HORIZ: ........................... ..... ............................................ .......... ...... ........ ........... .................... VERT: 1" 18+00 19+00 20+00 21+00 22+00 23+00 24+00 CONSTRUCTION NOTES Qt CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117 CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 CONSTRUCT 4-CLASS 5 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401 PLAN (WIDTH=5'.JOINTS PER RIV CO STD 400) VINCA QB CONSTRUCT CURB RAMP & RETURN(CASE A)PER RIVERSIDE COUNTY STD NO 403 DARMERA 10+33.01 PER 59-7.07 _ at:r. PER SEPARATE CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 ---------- PLAN SET Q 2.99 S Ai TA81L W A @ CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A +00.00 DARMI, CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 10 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 (CASE PER PLAN) 4. CONSTRUCT CURB RAMP (CASE B)PER RIVERSIDE COUNTY STD NO 403 R I-R-40 =100' 2249.52 4.2 N. 22 6 'rASSEL 12 fA 17+0. O'R EN R13 S L.T. 0 IC 0. 2M4.91 x L CB-7A7 or) FOR LOCAL DEPRESSION 10+0 �0.0 NCA Kjib JASS�L WAY DETAILS TA SHEET 18 0 VI may'xY SEE SHEET 2 FOR �� I 40 20 0 40 so 120 PLAN:TASSEL WAY(PRIVATELY MAINTAINED) GRAPHIC SCALE V= 40' A-A/A 0/l//f— J-1 4905C BENCH MARK: REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL; L2ASKOLFrOTHPSO TE DRIVE-SUITE 275 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS OF LAKE ELSINORE SHEET C ?,e T!N rAp ES-51 CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY ELEVATION:1400.873(NGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 5 1 o RIVERSIDE COUNTY DESIGNATION[E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. STREET IMPROVEMENT OF DESCRIPTION[2.1 MILES NORTHEAST ALONG BARRY J.COWAN ENGINEERING COMPANY UNAUTHORIZED CHANGES' ILLS PH. 8 RAILROAD CANYON ROAD FROM THE CALL CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANS FOR CANYON A orange San S..L.m�,,p,B —field Sac,,,e,W PhW,T INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE STATE HIGHWAY 71,122.0 FEET VTTM #36117 & #36118 AND E; NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG.I ♦ PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TASSEL STA IT+25.00 TO 24+00.00 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. '1853732E,1.0 FEET NORTHEAST OF A 1-800-227-1600 KEN J.RUKAVINA,RCE 442866 DATE �,EOT.IN THE UNDERGROUND SERVICE CHECKED INTERIM CITY ENGINEER A*-.% !) C.— Is SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET Cal at"t 2 working days R E ALERT DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE C PLAN & PROFILE TOP OF CONCRETE POST E BARRY J.CO AN,RCE'C46568 DATE DATE: 9999 .............. 'AA .............. .............. ............. ............. .............. -A *W: . . ....................................................... ....................................................................................... .................... ................X 5 4 . . . V4 ................................S:3e p..................... ...................... 1*4ft 4--.- . 1 -.- ! , i t............. -------------L A............ .......... .......................... 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PROFILE SCALE: ................. ----------- ............/ JUNLESS OTHERWISE NOTED -------t t -1 t ------------ ------------- ------ .............. --------------------------------- --- --------- HORIZ: 140' ........------------------------------------- ---------------- --------------.......------------- ----------.....................---------- .......... ....................... ------------------.............. VERT:P OFILEJAWL y 24+00 25+00 3- 6+00 27+00 28+00 29+00 30+00 31+00 32+00_j2 34, %4 CONSTRUCTION NOTES CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 WESTRIDGE WAY O4 CONSTRUCT nc RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117 I A CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 11+04% CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 40i PER SEPARATE /FG---1446.70 (WIDTH=5',JOINTS PER REV CO STD 400) 26+20.64 TASSEL WAY= PLANK IG11+49. 11+04.16 ERIS nt.*S, Cv1RYONSTRUCT CURB RAMP& RETURN (CASE A)PER RIVERSIDE COUNTY STD NO 403 1446.2 CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 649.61 PCR 7 31+36.45 TASSEL WAY 1`1+50.01 WE: @ CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A L 10+04.38 WEST "'(FE-S -1�67 P, TRIDGE 25 Cp 114T7.58 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 11+05.90 WESTRIDGE'"WAY............................ 11+05.90-27.001 LT (CASE PER PLAN) C3 WESTRIDGE WAY • TO 1476.33 14 CONSTRUCT CURB RAMP(CASE B)PER RIVERSIDE COUNTY STD NO 403 6TASSEL FL 1475.83 4 @ CONSTRUCT ACCESS/UTILITY EASEMENT PER DETAIL SHEET 2 @ CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STD NO 810 I1ItiU.bI-Zb.i j,LT '------WESTRIDGE WAY 8 23� TC 1477.35 0 FL 14T6.85 12 15 311+74.48-5.001 LT SH L 1476.n.n 17 FL 1477.77 12' SSION ✓ 1,5 475.2, 0 8�A* • �31-173.38-V RT DETAILS(a)&(1�SEE SHEET 1 EP 1478.28 10+6033 PC FL 1477-06 I 0 rr7 I SEE SHEE - 10SEE SHEET 2 FOR I= 7r FL 1477.10 10+6.3 FL 1477.26 -PLAN:TASSEL WAY(PRIVATELY MAINTAINED) TO 1477.76 40 20 0 40 so 120 a BENCH -W. &A..d' av&A ShI15' GRAPHIC SCALE I"= 40'J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL-ARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH L2ASKOLFOrH P.0 TEgDR13V(E DRIVE-SUITE 275 SHEET E RE T!N LAKE ELSINORE m CA 26 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF 5av 0707 ELEVATION; 1400.873(NGVD 29I DIG ALERT .W&ST 61 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 6 RIVERSIDE COUNTY DESIGNATION:.E-14-70 ce(m1hiM "30PAlE S%.we CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. STREET IMPROVEMENT UNAUTHORIZED CHANGES11 DESCRIPTION:2.7 MILES NORTHEAST ALONG OF..RAILROAD CANYON ROAD FROM THE CALLCOWANNGINEEPJNG COMPANY PLANS FOR CANYON HILLS PH.INTERSECTION OF RAILROAD CANYON ROAD I . BARRY J.CO N CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 AND TTATE HIGHWAY 71,122.0 FEET BEFORE NO. 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 16 '16 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TASSEL WAY STA 24-00.00 TO 32-00.00 - 6.0 FEET SOUTHWEST OF POWER POLE CIVIL FILE NO.'1853732E,1.0 FEET NORTHEAST OF A 1-800-227-� KEN J.RUKAVINA,RCE'42866 DATE SCALE: SHEET SPECIFIC ASS CHECKED INTERIM CITY ENGINEER MARKER POST,A BR DISK UNDERGROUND SEipvICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE PLAN & PROFILE ITOP OF CONCRETE POST I"�I.IN THE Call at bast 2 working days BY: BARRY J. WAN,RCE -C46568 DATE DATE: ............. ....................... .............. ............... ............ ........... 4 --- ... ------------- ................................ .............. ...... .... ....... ---------------- ........... .......................... ................................... ........................................................... --- ...... ........... ----------- .................... ......------- .................... ....................... ............................................. ..............--------------------- ........ .............................................. .............. .................. .......... ......................... ............... .............. ............... ..................... ................. ................................................. ................... .................... ......... ....... ................... ............. ............ .............. ...................... ................................. .... ............. ----------- ....... ... .......... .......... ---------------..................... ------------ ............. ............ .......... --------------- ------------- ! ....... ...... ------------ ............ ........... T CL + 0.281 ..................... .........L 0 0 ....... ............. ...............I ................. ............................ ........ .......... .................. .................................................. OTHERWISE NOTED1, NOTED UNLESS UNLESS OTHERWISE ....................................... .......... .............. ........... ................... ...................... ........... ........... -------------------- ...... ..... .................................... .............. ........ ............ ........................ ................... ............. ............ .............. ......------ ..................................... ............ ...................... ................ ................................... ................. ----------------------- ........... ............. ........... .............. .............. ............ ............................ .......................... ............... ................. .......... ............... .............. ------ -------------------- ....... ip 1491.50: .......... ............... ............ ............ ........ 0137-00.00 ............... ............. ............ ............... ........... ....................... ......... . ...... �-1.......... ..................... . . . . . . . .............. .............. . ......................... ............................. .............. .......................... ........... .97t T 36 2500 + .......... .............W . . . . . . . .................. w j,,:- -.—--................. ........2.11OX....................... ....... G-1�5.447; -Pt=l,81 -i- OOx .......... .............. .......... .................. .............. .............. -------------- ............. ... ........ ............ .................. z 0:34�00.00 -------.......................... ........... ------------- ....... ............. -------------- ............... LL .............. ....... ....... .......................... .......... ...................... .................................. ...................... Q2=1 44X ------------ ... ....... ....... ............ ---------- ........................ ............. ............. ..................... ---------- -----...... ;+ ............................ ...................... -------- ---------- ------............ ..........—- + O .............. Fri t%r...l...-..l........................... ........ .................................... ............ . ................................ . . .... ......... .......... . .... . .......................... ........................ c ....... ----- ---- ........ .............. . A a ...... ............ ------------------...... ------ ................................. .............. ............................................ ................ .............................................. .......... ................. ................. .................. /--------- ... ...... ........... .............. ............. -------------- .............. ------------- ......................................................... + + .... ...... ------------------------.............. .................. ............... ........... ........... ............. ------- ............. ..................... ........................ ............ ----------------- ...... .............. ................. ... ....... ............. ... .......----- .................................... ............... .................................. ..................................... ...........t t............. 1 i............... ........... ------------ -------------.............. ............... ............ ...................... ..............------- ............. --------------............ ..................... ............. .................... ......-------------------------- ............... . .............. . ..... -,QG 6 C. ...................... ------- . . . . . . .............. ...................... ----------- ...... ........................ .................................................................... ..................... ............. ................ ...........+ ................................. ------- .......... -------------- .............. . . . . . . A .............. .................................................. .............. ................................................ --------- ....................... ----------- .............. . . . . . . . . . . . . ................................ ............ --------------................ ----------------------------------------------- ----------- .................... ................ ............. ............................... ............... ........... I t i ...... ................. ......................................... .................... --------------------------------------------- ............. ......................... ...................-----------......................................... ............ ................................... ......... .......... ..................... ............ ........... ............... ............... ............................ ....... .................... . ............................. ........................... ... ........I ................. ----- .............. ............. .................. ----------------------- ...... ...... ........... ........................ ------------- ............ --------- . ........ ..........------------------ ............ ........................ I----------------- T ............ .................................... ........... 1 IISEE TYPICAL SECTION ........... .......... .......... .............4----............. --------..... .................... ..................... . ......................................... .......... t .......... .............. : I . . PROFILE SCALE: !JON SHEET 2 ... .............. ------------ ------------ -1 ACC9SSlUl'I LITY 9AMMEN HORIZ: 1'�:40' ILE. ......... ............ .............-----------................ ------------ ............... --------------............ ............ .......... VERT: 1"-8' 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 CONSTRUCTION NOTES CONSTRUCT AC.PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 REPAIR/REPLACE IN KIND EXISTING IMPROVEMENTS REMOVED OR DAMAGED DURING CONSTRUCTION, NA INCLUDING BUT NOT LIMITED TO:IRRIGATION,LANDSCAPING,ABOVE AND UNDERGROUND UTILITIES S & APPURTENANCES,AC PAVEMENT,PULLBOXES,VAULTS,METERS,& STREET LIGHTING PLAN SETPLANNIND ArHE.A J8 PER SEPARATE ... .................. SAWCUT&REMOVE EXISTING CURB,GUTTER,&SIDEWALK CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STDNO 117 7- Lf CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401 (WIDTH 5',JOINTS PER RIV CO STD 400) 37+T5.60 1488.2 7 SAWCAJT,REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 GRIND & AC OVERLAY (2"MIN) L 01 SAWCUT LIj CONSTRUCT CURB RAMP& RETURN(CASE A)PER RIVERSIDE COUNTY STD NO 403 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 ............. 3 @ CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A 33+12.23 MATCH A 32+51:42 (148Z.16 -6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 6 CONSTRUCT TYPE'A LIJ ICOMMERCIAL @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 (CASE PER PLAN) o CENTER CONSTRUCT ACCESS/UTILITY EASEMENT PER DETAIL SHEET 2 LjJ -e (D CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 1 m: 8 ; . ............ V) 0 49 o LLJ 0 @ CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STD NO 810 ci @ CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STD NO 309 o C:) + c1li 5 2 FOj%TtjCjMPN PLANS 10 GRADES 2-0 SEE SHEET 2 FOR �s t L:T— 40 20 0 40 80 120 PLAN:ACCESS/UTILITY EASEMENT 6 VA/,4 0////!r GRAPHIC SCALE 1"= 40' 11 BENCH MARK: REVISIONS APPRV DATE SEAL. I SOUTH IOINTE DRIVE-SUITE Ill CAU11ONi LOCATION 01 EXISTING UTILITIES ON THESE PLANS SHEET ELEVATION: 1400.B73(NGVD 29) DIG ALERT tA b THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ESSi LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION._ __ 7 DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 UNAUTHORIZED CHANGES, STREET IMPROVEMENT 8 OF RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN S�D*go RKmid,Sm Wi,Obip,-Bk,,,Wd S—mt,Pho�N T� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANS FOR CANYON HILLS PH. 18 INTERSECTION OF RAILROAD CANYON ROAD BEFORE o46568 AND STATE HIGHWAY 71,122.0 FEET RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 YOU DIG PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 ,-5 NORTHWEST OF RAILROAD CANYON ROAD, PREPARED UNDER THE DIRECTION OF: 6.0 FEET SOUTHWEST OF POWER POLE CIVIL BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ACCESS/UTILITY EASEMENT STA 32-00.00 TO 39-01.36o FILE NO. rn -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAV[NA,RCE-42866 DATE MARKER POST,A BRASS DISK SET IN THE INTERIM CITY ENGINEER SCALE: SHEET SPECIFIC a,'! TOP OF CONCRETE POST E-14-TO. Call at bust 2 working days BY CITY OF LAKE ELSINORE E .!CHECK 0 UNDERGROUND SERVICE DRAWN BY; OF C J.C DATE: ",a, a DESIGNED BY: BARRY 568 DATE PLAN & PROFILE ...............................-------....... . . . . . . . . . . . . ............................. .................... ............. ....................... ....................................... .......................... .................................. .......... ............. ---------------...................... -------------------------.......................................... ............. ......... .................... .................................. -------............ ....................... .................. ................. .............. ............................. ............. ........................ .......... ............ .................. ............................. ............ ..................... ........... ........... ............ ..................... ............ ...................... ------- ................ .............. .................... .......... ........................ ................... .... ........................ .......... ............... ................................ .......................................................... ............................ ..................... ................... ........ .......... ............... ----------------- .................................... .............. -------------------------------------- .......................... ........... ........................... ............. ........... .......... ...................... ------- ..................... ..............-------------------- ................................................... ..................... .................................................................. ............... ..... ...................... ......................... ............ ............... ................................................................ ................------------- .................................... ........... ...... ........... ------------- ............. .......... ............... .......... ............ .............. ...................... ............ ............. .......... ............... ........... ............... ........................................... ............ .............. ........................ .......................... ................ ............ -------........... ------------- ................... ..................................... .................... .................. .............. i-- 4--- 4 ............ ............. ................... .......... 4--- ............. -------------------- .............. --------------- ..................... -------------- ............... .............. ................... .......... .............. .............. ....... ............... .......................................... .............. ............................ ......................... .............. .......... ........................ ............ ..................... .......... .............. ............... ............... ....................................... ------------- ............................. .............. ........................... .............. ........ .......... .............. ......................... .............. .......... ................................................. ...................... ............ ........................ .............................................. ..................... ........... got JR-mSit zf ................. ............ -------....... .............................................................. ------------ .............. ............................... ......... .................................................... ------- ------------- ............. -------------............................ ............... ....... .......................... .............. ........... .......... .............. + ............. .......... ................I O m i ............... ................................................ ........... .......... ..................... ........ .............................. -------...... ............ .................................................... .�I q!%: 0'1 d :.............................. .......... ..................................... -------------- --------------------------- ..................... �2 . . . . . . . . . . . . ................................................ .............. .............. .......... ............. ........... ...... ao ..................... ..... zt- C>00 + --------------------- .............................. .......... ............ ........... .................................................................................... .................................... -------_----- ..................................... ........ 0 ..... ..................... ---------- ....... ........... -------------- ---------------.................. ........................... ........... ....................... . ..... + -+-7 ' ............. . ............... .......... .......................... ...............-------------- ------------ --------- -------------- ......------- ............. -------...................................... ........ ........... ..... ...... ........ --- ....... ....... .............. ................ --- ---................. ................ --------- .......... .................. ............... ................. ..................... TOP OF MEDIA CURB ................................ ........................ ...................... ............. ............ ..................... .............. .......... OG 0 CL ------ .......... .......................... . . . . . ...... .... ...... ...................................................... -------........F -------.... srn o Iva IV.w I A%l'm A 11"4 IwIl ------------ ....... ----------- ............ ............................. ................. ........... ....... --- .......... . ....... ----------- ................... ----------- ............. ..... ..............I................................... ... .................... ..............................------- ............ ................................ NOTE: QQ!LE CANYON RD ............ .............. ................................ .............................------ .............. .............. .......... .......... ................ ...................... ............... ..................... ............................. ............ ..................... ............ ............... .............. CROSS SECTIONS .............. ....... .... ........... ................................... ................ ... .............. ........ ........ . ISEE SHEETS 14 & 15 ..................... ............... .............. ------------------- ............................ .......... ......................................... .................. .............. ............... ---------------------- .. ........ ............ -------------- .......... ............. ......................... . ....... ............ ............................................. ..................... .......................------------.............. ............. ................................................................ --------- ............................................................................. ............... ............... ................................... .................. ........................................................ .......................... .................... PROFILE SCALE: .............. ------------ ....................................... ............ HOW: 1=40' Phi BILE:MIL D-Q,IUMN R AD .............. .............................. ................ .........------------------ ........... ................................ -------- .......................................... ---------------------- ....... VERT: 1"- . . . . . . . . . . . . 103+00 104+00 105+00 106+00 CONSTRUCTION NOTES CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 REPAIR/REPLACE IN KIND EXISTING IMPROVEMENTS REMOVED OR DAMAGED DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO:IRRIGATION,LANDSCAPING,ABOVE AND UNDERGROUND UTILITIES & APPURTENANCES,AC PAVEMENT,PULLBOXES,VAULTS,METERS,& STREET LIGHTING SAWCUT,REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 R LA 2 0 GRIND & AC OVERLAY (2"MIN) S AWCUT CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 @ REMOVE PORTION OF EXISTING RAISED MEDIAN& GUTTER ivPROP /W 36118 ........... REMOVE @ RELOCATE Ek ------ @ PROTECT-IN-PLACE ......... 6-C&G- 41 CTI ADJUST TO GRADE AND REPLACE WITH TRAFFIC RATED BOX EX%LES, EX WffER-- EX GA5� ......... Elg'PV C�e THE g EX m . . 0 E APPURTENANCE EX.TREE EXST 7- E TREE EX 36-'SD Lo 4 VAL — ro .. r -�.-........-. �'' ,s..�,a.m:-:�.:�,.:: .:•--Vt f TR\`�VALGUTTER a �F C o ................. ....... 1490 ............ .......... A., EX R,,W 1500 ............ CANYON HILLS FIRE STATION 494 as SEE SHEET 2 FOR zz DATA LT CURB 40 20 0 40 80 120 1 RE PLAN: RAILROAD CANYON ROAD GRAPHIC SCALE 1" 40' VIVA Dfibj- J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL: 2 SHEET BENCH MARK: "ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH UTH PO949588.0707 DRIVI-SURE275 CITY OF LAKE ELSINORE EET _r ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NOVO 29) DIG ALERT t,36 ik&.4 'KE lElfa92630 RIVERSIDE COUNTY DESIGNATION:.E-14-70 E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. DESCRIPTION:2.7 MILES NORTHEAST ALONG CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. UNAUTHORIZED CHANQES, STREET IMPROVEMENT OF RAILROAD CANYON ROAD FROM THE CALL RRY,4*.00W ENGINEERING COMPANY PLANS FOR CANYON HILLS PH. 8 INTERSECTION OF RAILROAD CANYON ROAD San Dies.-�1�de,Sm Wil Obi�-Blk�fiW- ph.M CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE BEFORE 4656 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 SHEETS AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED F, NORTHWEST OF RAILROAD CANYON ROAD, T 6.0 FEET SOUTHWEST OF POWER POLE KEN BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. RAILROAD CANYON ROAD STA 103-45.31 TO 106-50.00 -LE ,7,- 000 - 2 1-800-227-2600 185373 1,1.0 FEET NORTHEAST OF A J.RUKAVINA,RCE-42866 DATE CIVIL SCALE: SHEET M POST,A BRASS DISK SET IN THE D INTERIM CITY ENGINEER ARKER -14-70� UNDERGROUND SERVICE ALERT DESIGNED BY- DRAWN BY: I�HECKE CITY OF LAKE ELSINORE OF C RR"Y -.C46568 DATE IDATE: Lp� I PLAN & PROFILE TOP OF CONCRETE POST E Call at bast 2 workrng days prior to excavating. BAi J.11, _---- ............ ...... ..................... .................................................. .................................------ ...... .... .............................. ...........t 1 t- -t t ---------------............. ---....... ....... .............. .......... ............. ..................--------------- ............ .......... ---------------- ................................ ..................... ---------------------..........................I --- -------................... .............................------------ ........................................----------....... -------- ....... .............................--------------------- ....................................--- ..... ..... --- ................. ... .............. ................................................NOTE: ................. ........ -------- .............. ........................ .............. ..................................................................................... .............. .............. ................. ........... ............ .............. -_----------.......... ------S . . . . .CURB RETURN PROFILE 4'.......................... ................... ...... ......SEE SHEET 11 tt t ------------ ----------- Qf -7--- ............................... ................................... ...........------------ ................. ..........: : : ; .8 m, .— ;..6 1 - - I - --+.......... ............... ................ ............. ........................................----------------------- ...............In ..............+.............. ..................777 4 zz .......... ............ ............. .............. t t--- rCj . .................-1 - ..................... ...... ------ .....................CL—---------- ------- ..... ...................... .............. ........... .................. .............. ........... ................. .....------- ................................................ .......................................................... ....................... ................................ I- ...... .............. ........... ........ ........... ....................... ........... ................. ............. ....................................... op.0-F............... ............. .......... UR ------- ........ .............. --------------------------- ---------------.................... .................................... .............................................. ................... .......... . . . . .------- —— --------------.............. ............. ............. ............................... ..............- ...... ...... -t i- t i t............. .. ................................................................ . . . . . . .................................. -------......... ........ ......... ............. -----------............. ....... .... .........------------7- -7-- .................... ........ ..................... ............... .................... ........ .... .................................... .............. .................... ............................. El 6'C&G 1.91 TC 149 11............ .................... ............... ........... ......................................... .............. . . . . . . C4,V),o..................................................... + �g . . . . . ............................ . ....... .............. ................... 4................ ---------- ............... ............+ 40040 ITC 14....... ------- ....... ............ ............................ t .... ........NOTE: I I I : ; : I G 4 FG 14 2 1 06 4�cl�--- ............ ...................... I......I...... O'CU F.......................... . ..................... ...... ......................... RAILROAD CANYON RD......... ............... ......... ............................. .......... ....... ...................................................................... ----------------------........... ................ ......... ........... ............ ...... .. ....... ............... ..............---------------- ------ .................. ..................... . .....CROSS SECTIONS 1 490 ITC LT MEDIA N).... .......................1: ... - SEE SHEETS 15, 16 & 17 ...... ...... ................. ................. 107+18.18 TOP OF,LT MEDIAN CURB TC(1492.20)..... . .............:--.- .......... .......... .......... ............ .......---.......... .................................. ....... ------ .......... ........................ 'TG I. . . . . . . FG 14.................. ........................... ...... ........... .................................................. O' R FACE-------------- -------------- I t t .......... .............. .... ....... ------- TC(1492.16)TC t491.99 DETAIL'--------------............... ........... ............... ............................ .......... ...........------------- . . . . . . SCALE: 1�-10' .............. ...... ------ ............ EX+ .......... ............................ ............ ------------- ........................................................ ....................... .............. .................................. --------- ........................... .......... .................. .............. .......... ...........Ft 4 V)U? 9 ............ ...... .4 ............ ............... ........ t 1 t t................ ............................ ...................-------- ............ .......................... ........ ....490 ------...................................... t0 .............. .............. ...................................0......... ............................................. ............................. ......... .................................... ............. ........... .............. -------------- --------------------—------------------.......................... .................T............. -------------------- ............... ............TOP OF PT MOIAN CURB PROFILE SCALE: ...... .....----------- ............................... .. ......-----------........... ............. ............... ................ ......................... .............t ............ ............ROAD I........ .......... --------_............t t HORIZ: 1'�=40' P-R-0 F I Ll :'RAILROAD I CANY6 R' ............... ....... .................... ................ ...................... . ...... VERT: l"' ----------107+00 108+00 109+00 110+00 111+00 112+00 113+00 S CONSTRUCTION NOTES S SEE STATION & ELEVATION 6 CALLOUTS SHEET 11 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 REPAIR/REPLACE IN KIND EXISTING IMPROVEMENTS REMOVED OR DAMAGED DURING CONSTRUCTION,INCLUDING BUT NOT LIMITED TOi IRRIGATION,LANDSCAPING,ABOVE AND UNDERGROUND UTILITIES E & APPURTENANCES,AC PAVEMENT,PULLBOXES,VAULTS,METERS,& STREET LIGHTING ISAWCUT&REMOVE EXISTING CURB,GUTTER,&SIDEWALK 108+21.49 PCR RR CANYON CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117 EX WATER M I FL 14tiU.33 CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 PROP H�W PER TM 3�118 (41 E jL'_l_0"CRETE SLAB Co CONSTR CT 4'CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401�_El�TEI11N,[E MU I H=O',JULN IS rtK KIV UU S I U 9UUI 4 E' FTAL ........ (D SAWCUT,REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 EX T AF GNAL GRIND & AC OVERLAY (2 MIN) 1 SAWCUT PULLBOX EX R CONSTRUCT CURB RAMP& RETURN (CASE A)PER RIVERSIDE COUNTY STD NO 403 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 EX T 48 @ CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 EX 6C&G EX J�F I�ECLAJME 18 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 CA6LE--d __ 0(�X IRRIGAT "I (CASE PER PLAN) VALVE& IN ComUll?EX �`C_EX__8'GA5 Ex 18'PVC @ REMOVE PORTION OF EXISTING RAISED MEDIAN & GUTTER o EX 6'GAS,z��-- b I L mm 404 X UNDERGROUND ............ TV SEWER 14 CONSTRUCT CURB RAMP (CASE B)PER RIVERSIDE COUNTY STD NO 403 ....... .......EX 14"RECLAIMED EX UFILff"r IPULLBOXES WAtER- LE Ic ---------- ------------ ------- @ CONSTRUCT CURB RAMP PER CALTRANS REVISED STD PLAN A88B(CASE CM,MODIFIED PER PLAN) EX TRAFFIC ". is, i 6X RAISED o SIGNAL POLEy. EX 41 REMOVE o EXEX —Ex EX @ RELOCATE t� 111.1111111,0�:................. ...... _EX RAIS, STREETLIGHT.- EX— 7'� z OPTIC ........... .......... ED.,MEDIAN SIRE ETIIGNT SEE_1> TREE,.,..-_ @ PROTECT-IN-PLACE Ip]LD' ,,..EX 24"STORM., ........ ....................kx I R -—EX 16"PVC I DRAIN WATER— N_ AD CANYON RC EX 6'c RAI )AD Ex Fcw ADJUST TO GRADE AND REPLACE WITH TRAFFIC RATED BOX 1.6 WESTOIDGE'WAY 1 500 107t�4.19 OAD CANYON ROAD%,, ...........CANYON HILLS .........."EX RIN' EX R/W FIRE STATION-94 ............................. ............. FSEE SHEET 2 FOR]..................... .......... 1520 CUR u, I40 20 0 40 go no N: RAILROAD CANYON ROAD 4'� I-AIA P/l/l f- GRAPHIC SCALE 1"= 40'J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL: 2 SOUTH PO E DRIVE SURE 275 SHEET LAKE FOREST!W CITY OF LAKE ELSINORE fjo THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH C'�92E 30 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION.RIVERSIDE COUNTY DESIGNATION:E-14-70 949.588.0707 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 IZED CHAINGE81 STREET IMPROVEMENT OF E T D SCRIP]ON:2.7 MILES NORTHEAST ALONG ENGrNEERING COMPANY RAILROAD CANYON ROAD FROM THE BARRY J. LANS FOR CANYON HILLS PH. 8 m. CAU COWANWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE I I INTERSECTION OF RAILROAD CANYON ROAD BEFORE I S;; Orange San Df.g.-Rj�&-S.L.4 Obhp.-flak—kid-Sa—-Ph-m.-T—, E VTTM #36117 & #36118 is 4656 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET No. PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS YOU DIG! PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. RAILROAD CANYON ROAD STA 106+50.00 TOli2+55.03 IORTHWEST OF RAILROAD CANYON ROAD,.0 FEET SOUTHWEST OF POWER POLE FILE NO. N J.RUKAVINA,RCE'428 CIVIL 1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 1 KEN 66 DATE SCALE; SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED I INTERIM CITY ENGINEER or chi TOP OF CONCRETE POST E-14-70. Call at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.COWAN,RCE 'C46568 DATE DATE: PLAN & PROFILE R )U-:LIS* -------.... ............... .............. ........... ........... ............... ................................... .......................... ......................................... .............. ................................... ............. t t ............................ ........... ...... ............. ...... ................................................................... ................................ ....................................................... ............ ....... ...... .............. -------------- .......... ........ ----- ............. ....... ... ............... .................................. ........ .......................................................... ............ ..... ....................... ...... ------ ...............---------------------------------------- ................ -----------------------............ .......................... ................... ............ ..................... ..................---------------- ..................... -------- ....................................... ..... ............ 4 i -------....... .............. -------...... ........ .............. .................. ...................... -------- nil.39 ...................... ............... ............... ...... .......... ............... .......... ....................... ....... ......i ............. .............. ................................... -------------- TC LT CL - 0.06, ............. ....................--------------- .......... ........ ............. ....................... ........... ............ .............. .......... - ----- .... ........... ...1—JUNLESS OTHERWISE NOTED[4 . ................... ------------f ---------- ....................... ...... ...... ......... 4--------------- ..........------------------- ............ ........... --------- ............. ---------------------- ............. ............. .......... .......... ............................................ ........................ ............ ............ ............ ------r ............ ................ ............. .......... ....... ... 20&vc ............. . . . . . . . . . -;. �� 1 4.......... ------............ ....... ............. ................... ........... ........... q1=1 81Y .............. ...... ........................... ........... ------------ .............................. .......... -------........... .......................... ........... .......................... ............................. ............... ............... + .......... r............... ............... .7 0 4 ...................... ...................... ........... .............................. ... .... ............ .......... ................. -----....... ............ ......... ............................................. ......... ...... ............................. ............... ............. ............. m . ............ 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UNLESS OTHERWISE NOTED ....... ------------- ------------ . ........................................... .......................... .............. .................... .............. ............... ............. .............. .......------ ------- ............. --- ....... ..................------- ....... ......................................-------------------- ............. ............. ...............------------- ............ ------- PROFILE SCALE:- ....... .... ...... . ...... .............. .......................... .................................................. ................ ..... .............. ............ ................... .. 4 . .. t- ' .WgSTRIPG - Y ........................................... - - ' VERT 1 8 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES WESTRIDGE WAY CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 PER 11+30.67-26.79'L7 W S,tRIDGE WAY EE 4 CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117 L TC 1477.35 CONSTRUCT CONCRETE CROSS GLITTER PER RIVERSIDE COUNTY STD NO 209 11+05.90-27.bO'-L.1 WESTRIDGE WAY -7 TC 1476.33 - I 1> @ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STO NO 401 1 77. 1520 x (WIDTH=5' JOINTS PER RIV CO STD 400) G + 11+6j4KI TASSEL 'S-EL -A 1) CONSTRUCT CURB RAMP & RETURN(CASE A)PER RIVERSIDE COUNTY STD NO 403 11+�U-ul WESTRIDGE 18-WA 6 0o 10+04.38 WESTRIDGE(AHEAD) CONSTRUCT G-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 AR4 FL 141'7.ro 1477.58 R-3 @ CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A 14 .2&—� @ CONSTRUCT TYPE'A CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 0 @ (CASE PER PLAN CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201 ) 4 CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STD NO 810 - CK Wn K-LJUL WFET583 14+11 11 WESTRIDGE WAY 13;8j."DAHLf o 30 87.b4 FFT FL14T5.50 .................. ITIO 2 8 W4 6 Lo 1477,L .06 TASSEL ffi 6 FL 14, . ........... Ae u GT .............. 6 , " I 86.50 E 48.95 PANNI FG' . 48. 71*5 DWY 11, SEE S PVT PER SEPARATE ICL DATA & C 40 20 0 40 80 120 PLAN:WESTRIDGE WAY(PRIVATELY MAINTAINED) PLAN SET GRAPHIC SCALE T, 40'1-14105C BENCH MARK: APPRV DATE CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS SEAL. 2 SOUTH POINTE DRIVE-SUITE CITY OF LAKE ELSINORE SHEET ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EESSI LAKE FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR THESE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 10 ELEVATION: 1400.873(NGVD 29) DIG ALERT PAO A16-19%,AM CAk*t4t%ec, -IN 949 88.0707 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS.AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 OF DESCRIPTION 2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGE41' STREET IMPROVEMENT RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN ENGINEERING COMPANY THE ENGINEER PREPARING THESE PLANS WILL NOT BE ILLS PH. 8 INTERSECTION OF RAILROAD CANYON ROAD I* o,anea San BEFORE No. m—id,-S-W,Obkpo HA—Wd 5ent,Phoenix Tuc— VTTM #36117 & #36118 18 TTATE HIGHWAY 71,122.0 FEET 46568 �Fs BILE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE z5 NORTHWEST OF RAILROAD CANYON ROAD, PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED ETS FEET SOUTHWEST OF POWER POLE • BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. WESTRIDGE WAY STA 10+34.39 TO 17+00.00 AND YOU DIG, SHE '.12- 6.0 NO. '1853732E.1.0 FEET NORTHEAST OF A 1400-227-2600 A INA,RCE-42866 DATE CIVIL MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE A RT CHECKED INTERIM CITY ENGINEER OF C j/j4/zp(.S SCALE: SHEET SPECIFIC Prior to eaatlng. DESIGNED BY: DRAWN BYi CITY OF LAKE ELSINORE DATE: PLAN & PROFILE TOP OF CONCRETE POST E-14-70. Coll at least 2 working day BARRY J.�OWIAN,RCE OC46568 DATE ......................... ................ ................. ............... ............ .............. ............... ............... ................ -----............................. ........... ................................... ..................................................... . . ... ... ..............1 j, I ; : ! : i ; : : ........... ........................................ ------------- ........................... ..........................................5.............. --------------- ..................... ...... ............................ ........................................................... ....... ........... ............................ ................ ........... ............... ....... ................................................................................................. ............ ........................................................ ..........L;=3B.27'-IQ 97, ----------- ........... ........................................................ ......... ........ ...........i--------------------- ..................... ........... i z �,e 7 1 i............ .................................................................-------....... ............. .............i. 4 i 0.16'................. .......... .......................... 4.i :, FTC LT = CL - k . ..... ! . . .... .. .... .. . ... . .. .. . .. . . . . . . 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VERT:PROFILE.,W RIDGEWAY :17+00 18+00 19+00 20+00 21+00 22+00 23+00 10+52.00 PCR HIBISCUS CONSTRUCTION NOTES FL 1485.93 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 FLANN I N G HIBISCUS 19+37,10 PCR WESTRIDGE WAY FL 145f.Zb REPAIR/REPLACE IN KIND EXISTING IMPROVEMENTS REMOVED OR DAMAGED DURING CONSTRUCTION,20+09 83-36.431 T 5I.28'LT INCLUDING BUT NOT LIMITED TO:IRRIGATION,LANDSCAPING,ABOVE AND UNDERGROUND UTILITIES 14*.9 TC 14863 PROP R/W PER & APPURTENANCES,AC PAVEMENT,PULLBOXES,VAULTS,METERS,& STREET LIGHTING 2 f) PLAN S 20+0.41-42.661 LT TM 36il% SAWCUT& REMOVE EXISTING CURB.GUT TER,&SIDEWALK W6�5!57'461 TC 1488 214'i.35-27'LT 11 . i 1�; CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 117 ` PER SEPARATE ?-19+73.86-21'LT TC 14 tO6 11008+21.49 PCR RR 10+47.00 PCR HIBISCUS 91+49 lk CONSTRUCT CONCRETE CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 FL 1485.99 CR iEST CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401+ ' 1 ;"L41WO (WIDTH=5',JOINTS PER RIV CO STD 400) 37 SAWCUT,REMOVE AND JOIN EXISTING PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2 c PGR I STRIDGE 18+331035 GRIND & AC OVERLAY (2'MIN) ,F�1486.32 43] ISAWCUT CONSTRUCT CURB RAMP & RETURN (CASE A)PER RIVERSIDE COUNTY STD NO 403 Ld 41 . ....... -TYPE T'CURB PER RIVERSIDE COUNTY STD NO 204 44 CONSTRUCT 6 0_j CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD NO 118A CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 L lu_j Dc --- (CASE PER PLAN)LAN St @ REMOVE PORTION OF EXISTING RAISED MEDIAN& GUTTER 0 CONSTRUCT CURB RAMP(CASE 8)PER RIVERSIDE COUNTY STD NO 403 IlLU MEDIANWESCANYON R AD C' IRIDGE WAY=0 WEsTRIDGE WAY 22+52.86 CONSTRUCT CURB RAMP PER CALTRANS REVISED STD PLAN ABBB (CASE CM,MODIFIED PER PLAN) FL C) 3+37JO P;Rl 107+54.19 R Ld END MEDIAN+65.52 CR WEST I ?14+0.T PCR HIBISCUS V)0 18+33.10 PCR WESIB�!�.W FL 1485.91 6"+ ............ 1486.32 f S24'01214'W 106+87-49 PCR 14+12.7 PCR Iff 14+59 7 HIBISCUS= cu,�B FL 14 8 10+00.00 HIBISCUS HIBISCUS'iPER SEPARATE FIRE STATION.9 CANYON HILLS 4 2 FOR 0 40 so 20 I U DATA PLAN:WESTRIDGE WAY(PRIVATELY MAINTAINED SEE SHEET TTTW� N �a SEE SHEET I GRAPHIC SCALE T'= 40'.6 k-AlA Vbll!r J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL:E E PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH I SOUTH POINTS DRIVE-SUITE 275 SHEET R.T!N r "" CITY OF LAKE ELSINORE ELEVATION: 1400.873(NGVD 29) DIG ALERT r4a Ae-Vj%%:!C ESSI -TA ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR RIVERSIDE COUNTY DESIGNATION:E-14-70 L- 4HHESAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. - 1 1 1 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES, OF ENGINFEELING COMPANY RAILROAD CANYON ROAD FROM THE CALL ARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANS FOR CANYON HILLS PH. 8 INTERSECTION OF RAILROAD CANYON ROAD BEFORE No.- S.n D�K.-Rh-W.-S.L.6 ON-8.kfi0d SP�N r, VTTM #36117 & #36118 le I I AND I STATE HIGHWAY 71,122.0 FEET YOU DIG' 4656 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE SHEETS NORTHWEST OF RAILROAD CANYON ROAD, PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. WESTRIDGE WAY STA 17+00.00 TO 23+05.96 [4r, gig 6.0 FEET SOUTHWEST OF POWER POLE NVIL FILE NO. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE CIVIL SCALE: SHEET SPECIFIC MARKER POST,A BRASS D IN THE UNDERGROUND SERVICE ALERT INTERIM CITY ENGINEER DESIGNED BY-. DRAWN BY: CITY OF LAKE ELSINORE OF C PLAN & PROFILE a 0 TOP OF CONCRETE POST E 11 Cal at laost 2 working days prior to excavating. BARRY J.COW-AN,RCE -C46568 DATE DATE: