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HomeMy WebLinkAboutVTTM 36117 & 36118 PH 8 PA 2D SIP AS-BUILT_ I 1 GENERAL NOTES 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CITY OF LAKE ELSINORE UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY p R l VAT E STREET IMPROVEMENT PLANS OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPES,OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.CT. THE THE CONTRACTOR I REQUIRED TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR HIS EXPENSE. CANYON HILLS PHASE 8 PLANNING AREA 2 D I 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT ') IS THE CONTRACTOR'S RESPONSIBILITY TO BE BE FAMILIAR WITH THESE STANDARDS VTT M # 36117 & 36118 1 AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT n� (48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 4 674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM,MONDAY R> THROUGH THURSDAY. ENGINEER'S NOTICE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SHALL REQUIRE IMMEDIATE WORK STOPPAGE. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE a NEGLIGENCE OF THE OWNER OR ENGINEER. NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL C:, cr 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48)HOURS PRIOR BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE cif o RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE H OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ALERT (U.S.A.)AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. E..I HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 74 WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER CANYON O cr STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO u = CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE THE BEGINNING OF CONSTRUCTION. HILLS NEWPORT ROAD CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ROAD THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL ' SEWER,WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN P R O J E C T HILLSIDE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING.WORK. PLACE PRIOR TO PAVING THE STREET SECTION,. SITE DRIVE 9 ALL AFTERTREET ROUGHEGR DrING,VTO DETERMINE THE ADDITIONAL EX CT SECTION REQUIRED.BE TAKENSECTION RP1�o� 2 5 3 FORTHE UNAUTHORIZED NA TH RIZED MUST CHANGES BE IN R O OR USES FND SOR BE APPROVED. ALL LHE PCHANGES OF THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. Cps THESE PLANS. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND N SCOTT ROAD ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL �055 R�. ROAD 4_ CONTRACTORES SHSHALL WN HEREON O RESPONSIBLE FOR ERIFYINGNALL PURPOSES QUANTITIESL PRIOR TO BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE BIDDING FOR CONSTRUCTION. REVISIONS SHALL BE IN THE FORM OF AS BUILT'PLANS SUBMITTED,TO THE CITY CANYON j ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY BUNDY i1 THE CITY ENGINEER. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION 15 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CLINTON KEITH ROAD CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT , - PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE LEGEND AND ABBREVIATIONS PROJECT.CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. - # EDGE OF PAVEMENT-_- EP FINISH FLOOR ELEVATION........................................................FF 7 EXISTING..................................................................._.............._........EX,EXIST PAD.ELEVATION............................................................__............PE FLOW LINE.-..... ................_FL ORIGINAL GROUND........................._......_...,._........._............OG BASIS OF BEARING FINISHED SURFACE.............._............._.._...._.......................FS CENTERLINE........................................._........................................... CL THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 11. AS PER TRACT 23484-4. N89°16'06"W. PORTLAND CEMENT CONCRETE.OR..........................._........PCC FINISH GROUND................_._.... ..._.._...._........._...._.._......_..... FG / /� POINT OF COMPOUND CURVATURE VICINITY MAP ................................................................... BEGIN CURVE._................................................................................BC ASPHALT CONCRETE AC . END CURVE................W............__.............__......................_..........EC LEGAL DESCRIPTION NTS AGGREGATE BASE................................................ DIRECTION OF FLOW.............._.............__................................ LOTS-1. 2. AND 3 AND LETTERED LOTS 'A' AND 'B' OF TRACT N0. 30496. IN THE MINIMUM................_......_......_.............................................................MIN CITY OF LAKE ELSINORE. FILED NOVEMBER 5. 2004 IN BOOK 367 OF MAPS, AT PAGES 17 DAYLIGHT LINE............._....__-___-...._._. -ii- ................................. - THROUGH 25. INCLUSIVE. AS INST.N0.2004-0880093, O.R. ON FILE IN THE OFFICE OF PROPERTY LINE._......_...._......................_....................PL COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TOP OF SLOPE...__..............._.................................................. .-�--- PROPOSED.........._-..............---__-__...._....................................... PROP TOEOF SLOPE................'...............................................................-- ENGINEER/CONTACT PERSON TOP OF CURB.........._.........._......_...._......._..............__..__...._.,TC �-�- TOP OF GRATE............__-___......................_........................_.TQ PROJECT BOUNDARY............................... THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN, SEWER LINE .............................................-___-...._...._..__.........-S- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. TYPICAL............._...............................................................................TYP WATER LINE..........__--.._......__.._-_-._..._......._........._............-W- + /L WATER .................................................._........_..................................WAT _o 4�o+JAAn 10W)12015 RETAINING WALL.........................................__.._..___..-_......rim ` BARRY J. CO AN 46568 DATE STORM DRAIN .................................................................................SO CONTACT PERSON:BARRY J.COWAN FIRE HYDRANT.....................---......._.....................................� SEWER.........................................................................__..__..-_.........SEW SEWER MANHOLE .......................................... _............................. SHE E T I N D E X - INVERT ELEVATION............................_....................................... 0 1 TITLE SHEET CURB FACE . .................................... _......._............._..... CF PROPOSED AC PAVING............................................................... OWNER/DEVELOPER SOIL ENGINEER i INDEX MAP PRIVATE:::......................................................................:................PVT PROPOSED AGGREGATE BASE..._........................................... PARDEE HOMES 1TO CALIFORNIA PL G STREET, INC. 3 NOTES& DETAILS PROPOSED PCC.....................................__........................... .......... <� 170 NORTH MAPLE STREET,SUITE 108 .-_ DRIVEWAYr.................................................................DWY n 35050 CANYON HILLS ROAD CORONA,CA 92880 4 DATA TABLES& LOCAL DEPRESSION DETAILS �� LAKE 46-22RE,CA 92532 BLDG 2"COLD PLANE............._..........___................................................ . "s S� (951)509-7090 z ;.,, ` _. $ BUILDING.._.........._..__.._. o (951)246-2214 5 GAZANIA STA 9+96.98 TO T7+00.00 :• N 6 GAZANIA STA 17+00.00 TO 24+00.00 - ,n 7 CLOVER STA 24+00.00 TO 28+49.65,HIBISCUS STA 10+00.00 TO 11+55.76 '. m 8 DANDELION STA 10+00.00 TO 13+75.07,PANSY STA 10+33.98 TO 12+81.97 - WDID # 8-33C308189 -. aE �Oa� pv II/I(ir5 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS i BENCH MARK D I G ALE RT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: z sounH POINTS DRIVE-SUITE 2�s ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E SHEET ®% ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QQV4r av s�o o CA 92630 PRIOR TO CONSTRUCTION. it RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �Q`�p' PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG o �.' ENGINEERING COMPANY (FAX)949.588.0709 rickengin eerin g,com UNAUTHORIZED CHANGES PLANS FOR CANYON HILLS PH 8 PA 2D OF `o RAILROAD CANYON ROAD FROM THE GALL „ BARRY J.COWAN _ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE B INTERSECTION OF RAILROAD CANYON ROAD - - A orange sanoieg°-iwerside-senwi.oti. gzkeragem-sacamenm-i'i,oeni.-noon VTTM #$8117 & #36118 AND STATE HIGHWAY 71,122.0 FEET �� BEFORE / :,: �. 46568 vo RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE You mc! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS %b NORTHWEST OF RAILROAD CANYON ROAD, /�' •/� * * BY THE PREPAREROF THESE PLANS AND THE CITY ENGINEER. ` c 6.0 FEET SOUTHWEST OF POWER POLE FILE N e o 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE'42866 DATE J} CIVIL �t• Q MARKER POST,A BRASS DISK SET IN THE INTERIM CITY ENGINEER - '�rf' �a Q CAn.,i (p q, SCALE: SHEET SPECIFIC r UNDERGROUND SERVICE ALERT CHECKED OF CALVE TITLE SHEET '- R I 0 0 TOP OF CONCRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED 8Y: DRAWN BY: 8Y: CITY Of LAKE ELSINORE BARRY J. OW N,RCE 'C46568 DATE DATE: �II I I y�,;. PER SEPARATE PLAN SET v - DY s 1�A r rift r °,� r _ - �, •� I - _ 71`iy3049d`! TASSEL ry«-.».n..,e,i .,�r{ •,�i ,F ����� , ... •49 ''€ +� v t z s ° 3 ' c� c r t i 3` lj J n 4 l CD g33— yU 14.39(CFS) m t . f t „„ ✓',,�` r cqq y, 10034 ((FS) 8 PER SEPARATE PLAN SET '. Z ��/ r, �t v h p P E R SEPARATE PLAN SET >a a o , INDEX MAP LEGENDAS A nvi PROPERTY BOUNDARY.............. ® , �o C oa 200 f00 0 200 400 600 0 '1�q0 6V 91/11/45 GRAPHIC SCALE Tr= 200' ` E m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTHPOINTEDRIVE-SUITE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THE% ELEVATION: 1400.873(NGVD 29) TM-r Ia[K4l£ v ILIt�_ THESAPPROPRIATEE PLANS ECONDITIONS BEEN IEOF DEVELOPMENTWED FOR AND/OR NCE H C OM4 PRIOR ARE PTOOCONSTRUCTXIMATE �ON HALL BE VERIFI€D BY CONTRACTOR CITY O F LAKE E L S 1 N O R E 2 LAKE FOREST,CA 92630 RIVERSIDE COUNTY DESIGNATION:E-14-70 9a9saa.a7o7 r 'jO " w1ES A'"r' CITY AND STATE LAWS, A PERMIT CAN BE ISSUED. pAX PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG cy�, ( )949.588.0709 UNAUTHORIZED CHANGES OF _ ENGINEERING COMPANY kengneering.<pm PLANS FOR CANYON HILLS PH 8 PA 2D 8 °� RAILROAD CANYON ROAD FROM THE �1 L <, BARRY J.COWAN RESPONSIBLE CAUTION: LE ENGINEER PREPARING THESE PLANS WILL NOT BE E m�& INTERSECTION OF RAILROAD CANYON ROAD �^ orange San Diego-ftiverside-San Luis Obispo-8akenfleld-Sacramento-Phcen&-Tucwn VTTM #36117 & #36118 BEFORE �• 46566 �' RESPONS)BLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY OA 122.0AN FEET tt YOU uLc! ` - * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, I�3�J:F. BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE FILE NO m m s1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 K N J.RUKAVIN N RCE'42866 DATE J) CIVIL �p ,,fy7(�J► INTERIM CITY ENGINEER 4Tf pQy' /�y,.!tl Q&-„�„„_ _ /Aly.� SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAOF INDEX MAP g o N TOP OF CONCRETE POST E-14-70. Call at bast 2 rork)ng days prim-to exaavat)rtg. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J. OWA ,RCE•C46568 DATE DATE: i I I CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES 0 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 100,514 SF 40' 3'ASPHALT CONCRETE(PG 64-10) 6'CRUSHED AGGREGATE BASE A O2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 79 EA 5'PUE 4.5' 20' 1 20' 4.5' 5'PUE SUBGRADE(95%MIN RELATIVE O3 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 5,033 LF COMPACTION TO 1-FT MIN DEPTH) Q5 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 2,175 SF n PCC DRIVEWAY APPROACH 4' 4' (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) �NO SCALE MIN `` t+ MIN #. © CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 48,236 SF ilt" 2/ �� 2% i �' 2% 2% STD NO 401(WIDTH=4'.JOINTS PER RIV CO STD 400) 2:1 MAX 2:1 MAX CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 _ -- 3.0"AC(GREENBOOK SPEC 203-6) (� CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 10 EA 6.0°CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-2.2) 3 6, 3 0 CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 132 LF ., 1. ' � 10 CONSTRUCT 4"TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 ` SUBGRADE(95%MIN RELATIVE 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 - 130 LF ,� AC PAVING COMPACTION TO 1-FT MIN DEPTH) SEWER MAIN ONO SCALE WATER MAIN 12 CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201 4 EA AND DETAILS SHEET 4 8 O O PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 6 EA BASE& SUBGRADE TO BE COMPACTED �.K 14 PAINT t2"WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 6 EA TO SOILS ENGINEER'S RECOMMENDATIONS. TYPICAL CROWNED PVT D]NY_SECT_LON PRELIMINARY STRUCTURAL SECTION (3"AC/6"AB) NO SCALE 15 INSTALL(30°X 309R1-15TOP"StGN PER CA MU7CD 6 EA IS BASED ON ASSUMED R-VALUE OF 30 AND NOTE: DRIVEWAYS WILL BE PRIVATELY MAINTAINED. I 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 7 EA TRAFFIC INDEX OF 5 PAVEMENT SECTIONS NO SCALE I� R CURB INLET CATCH BASIN 70' - 54' BACK OF CURB 3.5' 3.5' 4.5' 24' 3' 3' 24' 4.5' 3.5' 6" CURB LINE 6" CL I SDWK ,�4 SDWK 1'1-3/16" i'1-3/16" Fl.T 1.75' 4' p^ 4 7-13/16" 4' 7-13/16" 1+" gy �6 1x'99 G�x 1 �6 ' 2% 2:1 MAX - - - - --- 2:1 MAX LIP OF GUTTER 9 "'VVY 6 11 20, 13' 11 6 TYPE'C' +TRANSITION LENGTH +TRANSITION LENGTH TYPE'C' CONCRETE CROSS -C& G 4'TYPE'C'C& G TO 4'TYPE'C'C& G TO C& G QQQ 8'CURB FACE AT INLET 8'CURB FACE AT INLET GUTTER (W = 3.5') J SEWER MAIN { +FOR TRANSITION LENGTHS SEE RIV CO STD NO 311 NO SCALE // WATER MAIN STORM DRAIN GUTTER DEPRESSION/TYPE'C'CURB&GUTTER TRANSITION AT INLETS ENTRANCE SECTION NO SCALE NO SCALE NOTE: DRIVEWAY WILL BE PRIVATELY MAINTAINED. LEGEND I� PROPOSED AC PAVING 0 1 o ® PROPOSED AGGREGATE BASE - } PROPOSED PCC ' $0 2'COLD PLANE CAUTION! LOCATION OF EXISTING UTILITIES ON a THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 13V 1l/11/0`5 BENCH MARK REVISIONS APPRV DATE SEAL: 250U':H POINTE DRIVE-SUITE 275 J'14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E m m ELEVATION: 1400.873(NGVD 29) DIG ALERT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Qk�ESSI 49 FGO�,CA 92630 PRIOR TO CONSTRUCTION. 3 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT FAX 949.588.0709 F y r DESCRIPTION:2J MILES NORTHEAST ALONG o ENGINEERING COMPANY ( ) ,��kens�needn UNAUTHORIZED CHANGES- OF RAILROAD CANYON ROAD FROM THE s.�°"' PLANS FOR CANYON HILLS PH 8 PA 2D m CALL o 4 J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT E INTERSECTION OF RAILROAD CANYON ROAD ¢ o,enee san o:eso-snenme-san w!:o6i:P"-sakerseda-szammenro-raroeno<-T"ten VTTM #36117 & #36118 S F AND STATE HIGHWAY 71,122.0 FEET BEFORE rb, 46568 m - RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE b NORTHWEST OF RAILROAD CANYON ROAD, mu mc! /G� ��i * r PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS M BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 KEN J.RUKAVINA,RCE w42866 DATE J}�t CIVIL ap ,/) �y7 SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER F CAIY(BR �J MOTES & DETAILS TOP OF CONCRETE POST E-14-70. Cal at(Bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.C AN.RCE"C46566 DATE DATE: J� i i i CENTERLINE DATA CURB DATA TABLE NO DELTA OR BRG. RADIUS LENGTH REMARKS NO DELTA OR BRG. RADIUS LENGTH I REMARKS 0 N24'02'14"E 267.03' HIBISCUS ® A=89'20'34" 20.00' 31.19' TYPE 'C' C&G ' 84 A=25.31'56" 220.00' 98.04' GAZANIA ® A=73'50'02" 20.00' 25.77' TYPE 'C' C&G © A-30'44'44" 220.00, 118.05, GAZANIA ® A=91-59'38" 20.00' 32.11' TYPE 'C' C&G 86 A=07'20'12" 500.00, 64.03' GAZANIA ® A=92.50'54" 20.00' 32.41' TYPE 'C' C&G 87 A=07.01'00 850.00' 104.10' GAZANIA ® A=88'26'38" 20.00' 30.87' TYPE 'C' C&G 88 N68.481391-W 112.28' GAZANIA JA=88.23'34" 20.00' 30.85' TYPE 'C' C&G 89 A=72'20'58" 230.00' 290.43' GAZANIA 51 -A=82'17'17" 20.00' 28.72' TYPE 'CSC&G ®0 NO3'32'18"E 72.32' GAZANIA IA=81.51'20" 20.00' 28.57' TYPE 'C' C&G 91 A=83.15'31" 40.00' 58.13' GAZANIA ® A=78-47'12" 20.00' 27.50' TYPE 'C' C&G Q N86'47150"E 290.41' GAZANIA ® A=106'18'49" 20.00' 37.11' TYPE 'C' C&G ®3 A=06.30'31" 500.00' 56.80' GAZANIA ® A=22'13'49" 110.00, 42.68' TYPE 'C' C&G Q N86'41139"W 103.51, GAZANIA ® A=236'19108" 38.00' 156.73' TYPE 'C' C&G 95 A=66'51'11" 40.00' 46.67' GAZANIA ® A=45.06'34" 110.00, 86.60' TYPE 'C' C&G 96 A=27.17'41" 250.00' 119.10' GAZANIA/CLOVER ® !A=83'15'32" 30.00' 43.59' TYPE 'C' C&G 97 A=31-08'01" 220.00' 119.54' CLOVER ® 6=83-15'32" 20.00' 29.06' TYPE 'C' C&G ® N16'00'0811W 190.17' CLOVER ® A=71'09'07" 30.00' 37.26' TYPE 'C' C&G 99 N89.42'31"W 163.60' DANDELION ® A=66'51'12" 20.00' 23.34' TYPE 'C' C&G (go A=35.45'03" 75.00, 46.80' DANDELION ® A=84'25'48" 24.50' 36.10, TYPE 'C' C&G ®0 N54.32'26"E 186.42' DANDELION 71 A=143.05'23" 38.00' 94.90' TYPE 'C' C&G A=10.42'13" 600,00' 112.09' PANSY ® A=22'54'32" 106.00, 42.38' TYPE 'C' C&G 0® N48'18'16"E 102.18' PANSY ® N54'32'26"E 180.50' TYPE 'C' C&G - A=22'56'31" 220.00' 88.09' PANSY IA=35.45'03" 81.50, 50.85' TYPE 'C' C&G �o 61 3 / 4m� �- ++ ���QIr , to� �� spa-Q--o a 33 LOCAL DEPRESSION DETAIL CB NO. 33 C� LOCAL DEPRESSION DETAIL CB NO. 34 35 LOCAL DEPRESSION DETAIL CB NO. 35 36 LOCAL DEPRESSION DETAIL CB NO.36 14' INLET @ STA. 10+63.12" O.S.27.00' LEFT 14' INLET @ STA. 10+63.12-O.S. 27.00' RIGHT 14' INLET @ STA. 10+65.68"'O.S.20.00' LEFT 14' INLET @ STA. 26+76.91"'O.S. 20.00' LEFT HIBISCUS HIBISCUS PANSY CLOVER SCALE:T"20' SCALE:1"=20' SCALE:1"-20' SCALE:1"=20' II 1 o �z ao f� CONSTRUCTION NOTES b 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 AND DETAILS SHEET 4 m a' o ')'o6 .0V IV11115 e BENCH MARK: REVISIONS APPRV DATE SEAL: �� 2SOUTH POINTE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E I m ELEVdTION: 1400.873(NGVD 29) NO Jl1�T_{�kl�4 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FE�OA'Ay UAKE FOREST,Cn 9z63a PRIOR TO CONSTRUCTION. 4 RIVERSIDE COUNTY DESIGNATION:E-14-70 9a9.588.a7m ++°ti DESCRIPTION:2.7 MILES NORTHEAST ALONG o` CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT f!. (FA%1949.588.0709 OF ENGINEERING COMPANY .;<ker, UNAUTHORIZED CHANGES� PLANS FOR CANYON HILLS PH 8 PA 2D � RAILROAD CANYON ROAD FROM THE -- --- �-BARRY J.COWAN Z gineerin g.com " �yy,� CALL CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 P INTERSECTION OF RAILROAD CANYON ROAD I(�� r^ orange sa"rnego-rsive"we-sa"wi:om:Po-ea�es8da-sacnme":o-rn"e"..-ncson VTTM #36117 & #36118 8 AND STATE HIGHWAY 71,122.0 FEET � BEFORE wo. 46568 '0 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE F YOU DIG! _ PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, /l��``%,M�/'iGi .. �'9:' .. * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE - FILE NO1 e'm w1853732E 10 FEET NORTHEAST OF A 1400-227-2600 KEN J RUKAVINA RCE•42866 DATE .yqt CIVIL �' � SCALE: SHEET SPECIFIC DA TA TABLES & / r MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER F YVOa` 4 Gfitiw.-► �OFt7 \y q i� UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE OF 0 LOCAL DEPRESSION DETAILS 0 o w TOP OF CONCRETE POST E-14-70. Ca9 at least 2 working days prior to excavating. BY: BARRY J. 0 N,RCE "C46568 DATE DATE: T__T............ ........................... ........................ ........ .......... .................... ........... .................. ...........L 4A.68(, ............. .................................................... .... ............. ......... ................... I ..................... .................... I ...................... ......... .......... ...................................... .............. ......... ....................................................... ........... ........... ------­-- .......... ............ ........ ..... .................... ...... .......... .......... ........... ----------IITI........... .............. ...... ........................................................ -__--- ..........7' .......... ............. ............................ .................... ............... ..... ........................ .................. . ........ .......... . ....... ............... in ............. ................................... ........... ...... ...... ........................... ........... .......... ------ .............................. I........... ........ ................ ........................ I ............................ ....................... .......... . ...... . ........... .......I.... 0, i m . .............. .... ......... ....-4 .......... ............. ............. ........... .............P SY AN 9,45 ........ ..... ...........m.......... ...... .....f i48706 t-140Ai, ........ ..........14 jN It 4 A z:6. ................ ............. ....... ... ...........zi7.8 ........................ .............. ............... ........... ...................... ............................... ............ T- ....................................... ... ........................ ...... ......C2 �t �ci n C2 m ............... .................... .... ............ 7.i A 7Q!14"1("Tl- 1 490 (RT Tc ......... ......... ..................ITO;I ................ ................................. .......... ................ . ... ..... ......................... ....... ............4 ..............It z............................... -4- .............. . ......................... III...... PROFILE SCALE:................. ... ......IHORIZ: ll'�-4 O' GAZ&M Lp$1 0 A LE NiA ............. .............. .... .. VERT: 1�=8'10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 WESTRIDGE WAY SEE.......TR 36117 & 36118 ttCONSTRUCTION NOTES STREET IMP PLANS 17........... ....... .....- Ot CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 3'ASPHALT CONCRETE TO 64-10)----------- 6'CRUSHED AGGREGATE BASE ........... STRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 ICON FF 1493.67 BLDG 40 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 F 149 i leg CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 0+77.26 PRC-31.45'LT LDG44 HIBISCUS BLDG-t- is, (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) 1491 00 FF 1492.67 SEE SHEET 7 490,67 6 ! T 1490AT 1161 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 1153.54 20 00' 7,3,0 E BLDG-t- BLDG 5- (Oki STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) 2(TYP) 49 .6 BLDG 43. BLDG FF t490.57 BLDG CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 L i490.27 11+13.70 FOR FF 1490.97 FF 1491.37 BLDG 42- FF 1491.67 rr FF 1492.17 1 - ui BLDG 5� CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 3 1 TC 148 FF 1492.07 j 11+78.96 AZANIA FL 1486.78 16 15+03.69 3 CONSTRUCT 65-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1+12.11 P NSY 3+19.57 PCR BUDG-@-- CONSTRUCT 4-TYPE'TCURB PER RIVERSIDE COUNTY STD NO 204 Z4 L 1487.57 FF 1492.47 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 1 Qt4 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 if BUDGt- NO DETAILS SHEET 4 @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D z: 77 PAINT 12'WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E I11+05.95-20. 6'RT P C 1490.0 @ INSTALL(30'X 301RI-I STOP-SIGN PER CA MUTCD 12+09. + 16 o 7 F 1489.74 Z/-5 11+40.79 R _B, v co INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 6 TC 13+41.4 FL �4'817727'TC 148 FL 1490.74 mul FL IFL 1488 69 13 13+93. 5 BLDG47 10+55.01 PCR 7 (TYP) TC 148 .6T FF 1493.27 Tr_1489.41 13+67.9 13+67.97 FL 148.34 z3ok FL 148 08 10+44.12 PCR Isc s TO 488.01 BLDG 5r BLDG 5& 1488.13 FL 1487.68 lb 047-BLDG 3& FL 1,488.82 BLD FF 1491.37 FF 1492.07 AS I7.FF 1492.47 FF 1490.77 BLDG W BLDG 40- ll.�CG F BLDG 9, ?iFl BLDG F 490.67 77 E; 10+95.01 FF 149t17 FF 1490.27 FF 1490.67 BLDG at FF 1492.71 SEWER, WATER AND 489.72 FL 1489.39 1 +55 3 FF 1490.27 I-,-4 STORM DRAIN IMP L 14 8'0 ST PLANS Q 40 20 0 40 80 120 SEE SHEET a- SEE SHEET 8 PANSY PLAN:GAZANIA 4 FOR, ..%r�B DATA GRAPHIC SCALE 1" 40' I u/J16 /is I REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL- LAKE PSO TE 901UVE SUITE 275 3-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET E FOREST, ORE T!N ALERT CA 2630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S I N O R E BENCH MARK: ELEVATION: 1400.B73(NGV0 29) DIG Aljl.� go, ftggmas -AL- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Emw RIVERSIDE COUNTY DESIGNATION:E-14-70 3 1 949.588.0707 PRIOR TO CONSTRUCTION.r. CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG ENciNEERING COMPANY UNAUTHORIZED CHANGES, OF RAILROAD CANYON ROAD FROM THE RY J. LANS FOR CANYON HILLS PH 8 PA 2D CALL COWANWAN San Diego- Sa,Luis Obispo-Bak,,sfWd-S­m- CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 III #36118 AND STATE HIGHWAY 71,122.0 FEET NSHEETS '15 N YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED 14 SEE-1853732E,1.0 FEET NORTHEAST OF A KEN J.RUKAVINA,RCE-42866 DATE CIV FILE NO 1-800-227-2600 SCALE; SHEET SPECIFIC 0 MARKER POST,A BRA IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DR CHECKED INTERIM CITY ENGINEER TOP OF CONCRETE POST'143J. JDATE;0 5 DE BY:Call at bast 2 wwking days prior to excavatIng. AWN BY: CITY OF LAKE ELSINORE OF Bl"AIRY1.1C L RCE #C46566 DATE PLAN & PROFILE 9 NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. GAZANIA STA 9+96.98 TO IT+00.00.0 FEET SOUTHWEST OF POWER POLE ux .......... ................. ............... ............... ............. ...... ........................... ................................................ ............ ............... ...... ............I ......................... ............. ............i .......... ............ ........... ..... ............ ................. ................................... .......... .............. ..........................LF17.26' .............. ------1 4 A 7 7 4 4.... 7.26A6, ............ ........... ....... .............. ............ ..............26.48............. ........... ".. .. . .1 ­%I I L'_- .......................... -43 ............ I .... ............................. .......... ...... . . ............................. ci x ....................... .............. ................................ ............ ............................... ......,j cj F............. -----------................ ............ ............. ....................... ­4............ ............La ..................... I .. ........ ... ....... ........................... ........... ................... .................................... .... ....... ...................... .............. ...... • ........... .............. ........... ............ ................................. ............ 111ii 149& ............................ ...........23+10.00.......... ............... Gl"007'x 19i P�............ G .ITT.___ ........... .........................+iOG CL --------------------......... ................... ................. ................... ............. ..............7,;.............. i M I0. ............. ...... ........... .........ui ........ ..........2 Z' I iy+.7 3" �;AZANR FG 0 CL -4 20004G CLOVIER,Jo ............................. ............. ................................................. ............... .24+2&U,SNAPDRAGOW ............ ...........1495i89 1495X8.............. ........... ............ .............. ........... ........... ..................... ..................... ..........I................... ............ ..............0 ..........V)- ...................I ................ ........... ....... ........... .............`L.- L 2! ............................... ........ ............................ ................... ... ... ...................... ...... ..........................I ............ ............. .......... ...... ................. ........... .................... ...................... ............. ................................2­r-7...................... .............L 2 .......... ...................................... ........... ............ ................... ............ --­-------------- ----------------................ ........ ................................... ......... ........ ...... .......... .................. ................ .................. .......... --------­------............ ..... .......... ............ PROFILE SCALE: ............ .......I ........... ...............OAZANIA .............. HORIZ: 1�-40' SNAPDRAGON VERT:17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 19+24.56-20.001 LT FL 1492.fi5 21+8494.68 9411 GPCR 23+87.76 PCR SEE PA-1B,SHEET 101 CONSTRUCTION NOTES 1�101 TC I 4. 8 4�84 PCR-25,66'LT tor i 11 2.82 FL 1494,35 FL 1494.28 FL 1492.49 BLDG$4-�, BLDG W BLDG 14 BLDG Ili- BLDG ltCONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG71r 16 13 oo FF 1495.0 FF 1495.57 FF 1496.07 FF 1496.47 FF 1496.97 BLWDG BLDGq+-Zo% 2404 BLDGQB 3"ASPHALT CONCRETE IPG 64-10)BLDG 43- FF 1497.47 15 I14 FF 1498.57 FF 1498.57 BLDG 28--Z'21+64.77 PCR FF 1498.47 FF 1438.07 6'CRUSHEO AGGREGATE BASE FF 1494.87 (Typ)(-,) 22+42.58 PCRFL TC 49.8 FL 1495.65 6 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 10+63. P.QR-25,66'LT 1495.05 /Tc 95.9 3+88.52-23.441 L C 1495.90 FL 1495.57 CONSTRUCT TYPE'C'CURS AND GUTTER PER RIVERSIDE COUNTY STD NO 202 L 8 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) (13>_ 23 F 149 BLDG - CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY FF 114.67 GAZANIA 12,11.11 1 STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) CONSTRUCT IO'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 22+03.0 GAZANIA 22+14.97 24+28.)4 SNAPDRAGON (TYP)2 BC 6 __ CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 TC 1 92.39 23+75.29 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 FL 1492.06 BLDG.ff BLDG 44- FF 1494.47 2" 2" 1*1 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 jj BLDG* BLDG 5t, BLDG W BLDG fit BLDG Or BLDG W BLDG+6 FF 1494A7 PCR FF 1496AT FF 1496.67 FF 1497.17 FF 1497.6T FF 1498.17 FF 149&67 FF I CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD No 200 4n,L' @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 4.5 20, AND DETAILS SHEET 4 B 46 @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D oL BLDG* 1-14 UDG I71-= BLDG-64 (3 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E FF 1494.07+ FF 1494.07 IF 1497.BT @ INSTALL(30-X 301 R1-1'STOP-SIGN PER CA MUTCD EC INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.N0.4028 IA?-9 uo 6 BLDGfp&FF 11493.67 FF 1493.57 ItT BLDG 8- SEWER WATER AND FF U93.27 STORM DRAIN IMP I40 20 I 40 so 120 PLAN: GAZANIA CL DATA & CURB DATA SEE SHEET I vfj b ov n/a/1.5 GRAPHIC SCALE T'= 40' m BENCH 1-141011 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE SEAL: 2SO POINTE DRIVE-SUITE 275 SHEET ARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ELEVATION; 1400.873(NGVD 29) DIG ALERT Lk ao. owtsmAs. ESS11 LAKEUTH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.,FORESTI CA 92630 PRIOR TO CONSTRUCTION. 6 08.0707 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ' ENGINEERING COMPANY (FAX)949.588D709 UNAUTHORIZED CHANGESs RAILROAD CANYON ROAD FROM THE CALL BARRY J. WAN I PLANS WILL NOT BE PLANS FOR CANYON HILLS PH 8 PA 2D INTERSECTION OF RAILROAD CANYON ROAD 0-8. �k­fi,1d-S­Ph­,b,-T,­n com CAUTION:THE ENGINEER PREPARING THESE P VTTM #36117 & #36118 BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. GAZANIA STA 17+00.00 TO 24+00.00 FILE NO. T 6.0 FEET SOUTHWEST OF POWER POLE R -KEM J.RUKAVINA,RCE-42866 DATE CIVIL j_ 30in, 94-A 7.n S 1 8 L,V2 O.m. .... ......944L ij'T -Z.N 95$C 11181 -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 MARKER POST,A BRASS �K SET IN THE CHECKED IN CITY ENGINEER SCALE: SHEET SPECIFIC 00 UNDERGROUND SERVICE A PIT Call at iawt 2.orking day prior to oaatIf1g. DESIGNED BY: DRAWN BY: BYi CITY OF LAKE ELSINORE BARRY J.tOW4N,RCE -C46568 DATE JDATE: PLAN & PROFILE TOP OF CONCRETE POST E �7 � I . I � . I i i � i ; � � 3 : � . t � i . . . � : : i q . . � . : . i I I i � i z � : z . : . . � . - . I I , � � I � � . I . . . � I ! � � I - . i . � , � � �� � ; 4 . . ; - , . ��...I--�...� _ .­ . .� , .-...I.]............__-.�L,.�-­­­,. 7 T,"I 11111 11 I—1,­­-­­i I I I�11 1.,11.,4­...�............­ . ­­ ...­I ­­1...�.. .I.....��­.�....�,.1.1.1..-.�­­...­­­­­,� . . . � . � � � � . I , � 4 i 4 � i � � � . c ; � t 4 � i � 4 ; ; i . . 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FF 1495.2T FF 1494.77 FF 1494.67 FF 1495.37 .� � 9 17" Q- - 5� 0 FL 1486.72 - @ CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 / I LDG 2;' 26+27.4 27+02.62 .; � I 1 +63.12 � (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) 1 ,-- + 1;� 1 i 1 PI 14A �� I 1-1 F,4"!� 'EFMARMii j 7, \! FF 1495.77 C TC 1492.39�, C I"I I . .. i I" I, CL ,B -_ 16 15 j ,r' BLDG WZ;P @ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 0 -- ___ zt� FL 1492.7 FL 1492.06 /EL_t42jM I 1�1 T, �I 11) FF t490.27 STD NO 401(WIDTH=4',JOINTS PER RIV CO STO 400) 1 BLDG 2Q& 27+69.68 E \ 6 � / 2� 26+T.40 nZ_T4TM i66 :t. ,� i/ 11+55.76 HIBISCUS = Q) CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 : / / . I , - __ , , , .1�. '.. 12. FF 1496.27 C 49.5 FIL 1492.52 � 6 . � L I � � BLDG 2,t BLDG 26 � - ,- 7 FF 1498.07 F� I 2 rL 11.... _, / 10+51.27 BE& ME IAN ' (�) CONSTRUCT CURB RAMP& RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403 -, 149T.77 FF 1497.37 6 1 �, I I � 28+0 7 TIC 1487.10 �I I--__/0 & CONSTRUCT G-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 9,1 , n14 11.�j b (8'48 1, . 7 1 26+6P.60Q , cl,, I , 24+10.88 PCR-3.051 LT Ec�, 'i TC 14 4. -1 Id - / @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1 1 TC 1495.63 �____'K____ 3 TC 1493.66 -�1_07�_-_ �____ , 11 6 BLDG a 7f4 . I -T C�' FL 1495.30 _-I- I, 1��11 - I i� c , - FF 1490.67 @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STE)NO 200 - I , K��_ __ . 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I.L, REVISIONS APPRV DATE d-1 4 905 C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS I 11 I - ARK: SEAL- 2SOUTHP,0 TE,,DRIIVE-SUITE 275 SHEET � LAKE FORE T!N I ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CA 2.6 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE -,' ELEVATION: 1400.873 MGVD 29� DIG ALERT N EESSI 30 P 7 0.yvarmwAl� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR RIOR TO CONSTRUCTION. ' RIVERSIDE COUNTY DESIGNATIONz E-14-70 CIT AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT L2 9!::Wn ry 1 949.588.0707 1 �,11 J!:. DESCRIPTION:2.7 MILES NORTHEAST ALONG -- -I-- ENOINEEPLING COMPANY (FAX)9149.588.0709 ,i I,k.�g i�...III,— UNAUTHORIZED CHANGES; PLANS FOR CANYON HILLS PH 8 PA 2D OF I - � RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN � o-S. � S.n Di.g.-Iii­1de-S.rI Lai,Obi,p.�SA­Wd-S,I­--Ph-N-T.- CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 8 1 .-I� INTERSECTION OF RAILROAD CANYON ROAD BEFORE - . 0 III, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 4,, _ AND STATE HIGHWAY 71,122.0 FEET I�,F, N RTHWEST OF RAILR - , YOU Div. - � - - .1 I * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS ; ; � , �� I -I. ­ � I c 1q! w,j ; , ""' , I � ­ -I ­­ . � . US 8. m ;LIA 121 :8 � -11 , z i " ig . =4 - I. M c�3 I I c S: I I I . - 11: . I. ­ "I I I 4 - �- ­1. , �q_ wl=; 0 � 1i 1 4� . . .; . . . .I ; N;L : *-: � S u n!� - i ; --,,, � li� , iLi,,i k! , �2- y , 4 1 **11 - �\ ��____ ,t.. 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I � ; ; � I I 10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 1.4+00 1 11 - __ ---A__ L GAZANIA IT, I N fiZA CA * zm [SETNHAEVT_�",\L­ IS$ 7cl I zt.0 I I j _ I I- " I, NX , / -, I LDIG 11 Zl-+ BLDG e t*lf ' 4, ,%, BLDG,,+ BLDG;�g B 7B, �-1 I 9 - � BLDG B i5 3. 1� �_, _ _0, ZA-z CONSTRUCTION NOTES Fl 141FI 7' I FF ;00.27 BLDG ffi-2S FF 1498.17 �, BLD04r 2.3s 1 FF 1498.47 F F 149.17 FF 97.77 .w.I I BLDG 7.6- 1 1 i 8 14 FF 1499.97 BLDGI*24; BLDG* 7-9-' ,,�q � "� ,F 47 FF 1490.27 F F 1497.27 FF 1496.87 L i it �T�1.1� 1 4, 1 000/FF 1499.47 FF 1498.61 �"I 1, i , _io+�9 T C , � ,� (a) CONSTRUCT AC PAVEMENT STRUCTURA, SECTION PER DETAIL SHEET 3 BEGIN UANUF ION 6 1, - f \, I \ I 11 3 ASPHALT CONCRETE(PG 64-10) � B A5 lo �-1 1'��� I I BLDG 2r2Ao \ I 11 6'CRUSHED AGGREGATE BASE 5 FF 1492 1 BLDG 48ik Z0 , -" � I FF 1498.07 1 --111,-1._­'�_ -_ '�.. ....... ­­­__ 1 3 Q" � FF 1499.07 1 1 , I 11,"I �111 ,� BLDG 47- Zltlk \, - - I @ CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 - ll� ll� 1�.DITYPI 4 -6/ 1 +05.72-9.9'LT 1��)�- I- I FF CLOVER (�) CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY SID NO 202 11 � n+T 29-0.0'RT 1490.77 Tr lAQ 1A ,� I � _. - BLOM I I " ,I I I - 495.2 2 D- O rA7ANTA ­-_ -,�- :�� I I I I 11 FF 1498.57 SIP 66 . , , @ CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 BLDG 52- 11 � , 0 00'LT c) i .& &b ZK &4 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) ���i,7-: 'LT zlq, .1 16 �,_ BLDG 7w I,,,, FF 1491.3T 1, 4010-0 B "0 ) 11 \ BLDG 4V-jW$ FF 1492.47 DLU�� BLDG lq- BLDG 7&-Zi.3 -CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY I F 1493.07 Ff 1`15A.11 TO NO 401(WIDTH=4',JOINTS PER RIV CO STE)400) �1!+- 5 I F 1496.97 - 10+55.53 P R � 4 TIC - , BLDG,24?A' I , *1 FF 149%17 F FF 1493.5T ,C @ CONSTRUCT 4 10+70.;�'� F '1496.38 F- - - -- X r��) �\ � 12+81.9 7 U, ' '' Wi:'� I BLDG& ' ' � 7j v TC 1492 ' I tv " "'I FF 1497.7T FL lWi:l' I F I , , T' @�)10 L 1488.90 �7 1 0 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 1 \ , �I &WN LINE e � , � 0 I L; 14tj!j.lb FL 1491. 1 I I 1495.27 @ CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY SID NO 403 1 10+94.94-35.121 R \ I - (:p 13+19.44 i9.+ ; 10+12.11 ,SY - FL 1488.82 C. I I TC 1497.18 / 40 � -4-4 7 _'\�T 1494.615 ll�m8t ; CB -35 6 /t2+ 63,8 1 �,, 1496.85 ,� I? -------- C 1 9.' I I ­­ � I 1! 4., FL \ �4,,4,, - T , 11 � @ CONSTRUCT 6-TYPE'O'CURB PER RIVERSIDE COUNTY SID NO 204 " � IL 1494.5 \ . BC LDG I , . � I � ! , I I I I I , B el t3s 11+07 - RT/ \ -,cz, ',- ,` I-- _____ � __�- ­ I 11 I -----,------'________ - / I,,, @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1 " 'cl I � � �71"Ej, ��(�vl _1__ ___-I BLDG 25-Z(7- I I I I b // .�-f � - --I 13 - ,2 " BLDG 20 � � k"r-, I , � \ , I I FF 1490.67 �1,-.7-1 7, 3 �. - I - I �,� " _,�v ZRO & CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STO NO 200 � -- , .1 11 6� �, - , CROW� �, ��l , " �i�, FF 1497.37 1 \ -, I o ,,,,E , � ,- � - ";5�- 1 __�-__-_��, __--�, -_- ___//__­­I- ­ I---- �1 .10 N11-- . 11+32 ia- T , I :1 ; I- - � ---:-, :_ 1 PANSY -­O�,-­�[-i . � 1-1 / ­_ FF 1494.77 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 I - " , ­ �, , 5� 13+75.07 ,I , , � ' ", ��,- ��ml, 3__ I-11 I, b!_���, �_ � 14 FL 14 1 \ i� - / , ND DETAILS SHEET 4 1 C OWN - � I i i I �I � -____q I \ . / 13 PAINT WHITE STOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D �� BLDG 90 7-Pl' - - � ,, 1 8 5 , �\ I I nz I 11 ,I � // 8 I 9 + .86- .9 FIT T121 Ik ITY4 13+5.74 1 i I � ; TC 1 �: I � FS 14... B BEGIN � � *"`_� 11 57 1 5' - i.01 PAINT 12"WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E '�Ol BLDG W xr.4 @ INSTALL(30-X 301 RI-I STOP-SIGN PER CA MUTCD �i CROWN L N TC 14 7 � � 1 � FL 1489 08 1. I FF'1494.6 f . - F1 14 * I I T z ZZ4 12 0 1 .1 +10.40-20.001 F I I li i �l I � � 1 +33.98 FL 1 9 B 9+ / @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B I BLDG 40-Z;6 F- 1495.61 01 "; 'q ':I 15 16 � 11+6 26- ZA3 LOG FL 1491 402 11 FF 1496.27 ; BLDGerr F 1495.37 / ,/ � 1. T; zf*b BLE 4 I � � I BEGIN ANS . * BLDG 7#- 1 1 'I I a& FF 1492.47 / 7 PANSY= I FF`14 0.67 96.1 11+ .63-24.981 RT BUJU M, FF 1497.27 FF 1496.87 0, I + 9 CLOVER *b C FF 1497.77 1 r- I I I 11 t _:L ,. %4 L 14 6.'85 Z54 + � I / ,41�,' I I� ".1. 7.54 BLDG 72 1 0 1 1 _____ i ,:�]I F�'i491'67 i ", 'Arl � ul �-. < , I / 45-, -v- BLDG 48-W BLDG.?+ FF 149&17 i ,z , + I FF i490.27 ! I ,; � 4 FF 1498.47 / � z� , I BLDG 9& I //- %. A" 1 1, 1� �, I a 3, �1, , 1."I - "I I I BLDG 2;.ZL A- � i�� BLDG t ' I It lj ,.. - - - � � FF 1495.67 FF 1495.37 "� e L I i p > I I � - ,, -,- F FF 1495.77 1� �i I � I I�, 11i __ , i I I 11 I A RI I Z; F,F� 3 � ."I � "I \ SEWER, WATER AND I q ... `�� ,ZIA 7-1-1, ,, � �� ," , ­ I � E 'I,I,—11 � BLDGZ& - � STORM DRAIN I Dol. z6s A,", IUDG Sq ZZ+ .L. BLDG4`f Z34 , I " , ,3� FF 1490.7T BLDG 410- BLDG;O- BLDG 4 FF 1494.17 ­�, L IG 29 ZAS" FF 1493.27 CLOVER - FF 1493.07 FF 1493.57 i �;3 FF 1492.47 j .!a 11 � AT � I �-+ 11 - � ------� I . I 11 11 , ,> I I , � \1 1 40 20 0 40 120 L� �l.1 GAZANIA I PLAN: DANDELION CLOVER GAZANIA _� .19 PLAWPANSY - GRAPHIC SCALE V= 40' �> I SEE SHEET 51 ET 5 Fa T A] �� I �-. - 10) e)py y . 1* REVISIONS 1-1 1111c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS 11 .. BENCH MARK: I �Z, U.ojtX4 ,, __APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2SOUTHP0 TE DRIVE-SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE SHEET LAKE FOXEST!N ', ELEVATION: 1400.873(NGVD 29) DIG ALERT - CA 926 1 ,. 0,V&Asl%,4� wo THE APPROPRIATE COND THINS OF DEVELOPMENT AND/OR " PRIOR TO CONSTRUCTION. - a F RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,IAND A PERMIT CAN BE ISSUED. �� 941.S.&.1.7 --- - --- PRIVATE STREET IMPROVEMENT t, �l.1 DESCRIPTION:2.7 MILES NORTHEAST ALONG I 6,k­,i....i...­ Q UF .I-'2i 1. RAILROAD CANYON ROAD FROM THE 'BARRY J.CO AN ENGINEERING COMPANY NAUTHORIZED CHANGES, PLANS FOR CANYON HILLS PH 8 PA 2D I � CALL - 0­g,, -S­-Ph­iN.T­ CAUTIONi THE ENGINEER PREPARING THESE PLANS WILL NOT BE a I 9 �! INTERSECTION OF RAILROAD CANYON ROAD - � RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 .a I!� AND STATE HIGHWAY 71,122.0 FEET BEFORE �No. 4656 . . Sm M,g,.JiM,,,ld,-S­Wis Obr,p,�B,ke,f,ld SHEETS I I 11 I YOU DIG, - PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED .�.. NORTHWEST OF RAILROAD CANYON ROAD, * * PREPARED UNDER THE DIRECTION OF: g�-T 6.0 FEET SOUTHWEST OF POWER POLE R - //,/,�.- IL,,)o.15, ,, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. DANDELION STA 10+00.00 TO 13+T5 07 9 , I I I I ; z .11 I I . ; ; ; " . . 4 ; ; I 11 1. - � � .� 4 z t t , .� i �l ,, ,, I -� I - -- I - . I �- 1� , ­ , � I � . * & LL-2= 3 � , �_lw F7 - .... ­ I I , 1­1 �i. , �---- 11 "., -, m I '11� , * , I "; - I— 11iJ ' '�'_ BLD- _' i' , IF 400 r, , , , � �_ _ ,� _ �, ,�� �", ,--,�- -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE-42866 DATE CIVIL PANSY STA 10+33.98 TO 12-81.9i .�;7- MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SER CE A RT CHECKED - INTERIM CITY ENGINEER - "wv)/.13 SCALE: SHEET SPECIFIC � I Pr OF C � a a�- TOP OF CONCRETE POST E-14-70. . Call at basi 2 working days lor to oaating. .DESIGNED BY: DRAWN BY: i BY: CITY OF LAKE ELSINORE , .9aAl'lY MOW DATE .DATE: I PLAN & PROFILE 0 1 1 1 1 . I I I , __ _.