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VTTM 36117 & 36118 PH 8 PA 1B SIP AS-BUILT_
GENERAL NOTES C LAD�( 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CITY O f E ELSINORE --- j. 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 ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY (. OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF PRIVATE STREET IMPROVEMENT PLANS ANY UNDERGROUND UTILITY,PIPES,OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS 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 1 B 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 VTTM # 36117 & 36118 AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124.EXTENSION 247,BETWEEN THE HOURS OF 9.00 AM TO 4:00 PM,MONDAY ENGINEER'S NOTICE THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SHALL REQUIRE IMMEDIATE WORK STOPPAGE. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY a 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) I ' 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC UTILITY COMPANIES INVOLVED LEAST FORTY-EIGHT (48)HOURS PRIOR TO in 2. INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE 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. OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS� � HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 7 4 cr DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER CANYON a STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO - CD = 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 B. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL SEWER,WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PROJECT HILLSIDE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PLACE PRIOR TO PAVING THE STREET SECTION,. SITE DRIVE C 9 ALL AFTERTREET ROUGHECTIONS ARE TENTATIVE.GRADING,TO DETERMINE THEIEXACTL SOIL TESTS WILL SECTION REQUIRED.BE TAKENSECTION ( �pl��� 5 3. THE ENGINEER FOR UNAUTHORIZEDPARING CHA CHANSE GES ORANS USESILL FOR OT BE THESE PLANS. ALLECHANG OR LIABLE ES TO THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. Gp�� THESE PLANS THESE PLANS.:MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF (. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND N SCOTT ROAD ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BOSS RO ROAD 4 QUANTITIES CONTRACTORS BE RESPONSIBLE ARE SIOVIDED O VERIFYING ONLY. TO BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE BODING FOR CONSTRUCTION. REVISIONS SHALL BE IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY CANYON ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY BUNDY THE CITY ENGINEER. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION 15 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CLINTON KEITH ROAD CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED.' 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE ') CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF - INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT LEGEND AND ABBREVIATIONS PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE - ! PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. EDGE OF PAVEMENT......_.._.........................._..............._..........EP FINISH FLOOR ELEVATION........................................................FF EXISTING.................................................................__............_..........EX,EXIST PAD ELEVATION................................................._.........._...........PE FLOWLINE.........................._____......_..__..........___....................FL ORIGINAL GROUND......................__........_............................. BASIS OF BEARING - FINISHED SURFACE................_......____................................FS CENTERLINE_......_..........................................................................._CL I THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NORTHEAST - FIG QUARTER OF SECTION 11, AS PER TRACT 23484-4. N89°16'O6"W. POINT OF CEMENT CONCRETE AB....:............._......_.........PCC FINISH GROUND..._..__..__......._._...........___.._...._......_......__.._. POINT OF COMPOUND CURVATURE - VI C I N I 1 i MAP. ASPHALT CONCRETE AC BEGIN CURVE..................................._................_............................BC ......................................._...._.................... LEGAL DESCRIPTION NITS AGGREGATE BASE..................................................._. _. END CURVE................ ................._...._.._.._......_...........................EC DIRECTION OF FLOWW..........:..:........._____........_.........._..__....... 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........._................._.._.._........................................-il- THROUGH 25, INCLUSIVE. AS INST.NO.2004-0880093. O.R. ON FILE IN THE OFFICE OF PROPERTY LINE........_..__......-....._____..................................PL COUNTY RECORDER OF THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA TOP OF SLOPE...._....._.........._........,__........................................-�r-- PROPOSED................_................--.........._................................ PROP TOPOF CURB.............................._.........._.._.._...._.:___..___.._...TIC TOE OF SLOPE.............................................................................. - ENGINEER/CONTACT PERSON PROJECT BOUNDARY............._...._....._.._....___________..:..._---- I TOP OF GRATE..............................................._---.........__..-TG - THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN, SEWER LINE ............................._...._.._................_...._....___.......-S- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. TYPICAL.............................................................................._......_......TYP 2 WATER LINE.........__.......................................................................-W- '':,6Wa• cd." ,..� /a&-rl�:c SHEET INDEX WATER .................__.................................._................................_.....WAT RETAINING WALL.................,......_-___....................... .._..._mom :`, BARRY J. OWAN 46568 DATE - STORM DRAIN .........................................._......_____........_......._.SD - a" CONTACT PERSON:BARRY J.COWAN 1 TITLE SHEET FIRE HYDRANT..................................................................................�w SEWER__...................._......................................._........._..._...........SEW N 2 INDEX MAP SEWER MANHOLE ............... .........................................p „ 3 NOTES& DETAILS INVERT ELEVATION.............................__:.........................,.......IE +° - CF PROPOSED AC PAVING._._...__.._.......__......................._...... c 4' DATA TABLES& LOCAL DEPRESSION DETAILS CURB FACE........._...._...:_.._...............................__._.._._....... oOWNER/DEVELOPER SOIL ENGINEER 5 WESTRIDGE WAY STA 9+95.32 TO 11+05.90,PRESTON COURT STA 10+00.00 TO 15+00.00 PRIVATE..................................._............................_................_..........PVT PROPOSED AGGREGATE BASE................................_.............. m PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. 6 PRESTON COURT STA 15+00.00 TO 22+64.69 DIIy PROPOSED PCC........................_....__......_.....__........................170 NORTH MAPLE .. S LAKE ELSINORE,CA 92532 COR 509 C090880 STREET,SUITE 108 7 PAYTON DRIVE STA 10+00.00 TO 17+00.00 DRIVEWAY............................... ..::..... 2"COLD PLANE...........__..._.._..____.._..__...__......__......._......_ 35050 CANYON HILLS ROAD (951)246-2214 BUILDING__..__.._....___.._..... BLDG I W 8 PAYTON DRIVE STA 17+00.00 TO 19+41.29,SNAPDRAGON STA 10+21.75 TO 14+00.00 o 9 SNAPDRAGON STA 14+00.00 TO 20+00.00 /`�• o - 10 SNAPDRAGON STA 20+ TO 24+28.04 �J BUILT $ 11 PARKER WAY STA 10+22.54 22.54 TO 15+43.97 WD I D # 8-3 3 C 3 0 818 9 12 PAXTON LANE STA 10+22.54 TO 15+78.04 °• C '.,, - 4jot? 6V q/!1115 o H as BENCH MARK: REVISIONS APPRV DATE SEAL: 2 SOUTH PONTEDRIVE-SITTE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE g w ELEVATION: 1400.873(NGVD 29) DIG ALERT Pb THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �41 LAKE9a9see.o7oi CA B263o PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-70 x , CITY AND.STATELAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT +° DESCRIPTION:2.T MILES NORTHEAST ALONG ft� (FAX)9a9sa8.o7o9 UNAUTHORISED CHAN®ESA OF RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY .i<ken.fneering.<o,n PLANS FOR CANYON HILLS PH 8 PA 16 m CALL - BARRY J,COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD Rd�l p onnee San Diego-Riverside-San LuisObispo-Bak¢rsfleld-SaaamenW-Phoenix-Tucwn F VTTM #36117 & �#361'18 12 AND STATE HIGHWAY 71,122.0 FEET °�"„� BEFORE - Iy, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THES_ YOU me �jJ 9 A' S PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST 8E APPROVED SHEETS NORTHWEST Of RAILROAD CANYON ROAD, /CY2 l��•I * * , 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO O1 w -1853732E,1.0 FEET NORTHEAST OF A 1400-227-2fi00 KEN J.RUKAVINA,RCE-42866 DATE Jj CIVIL �! x TINT€RIM CITY ENGINEER 'Jf Cr�wa.r.. /*A*Aws SCALE: SHEET SPECIFIC ^ ," MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY Of LAKE ELSINORE CAUF�' . TITLE SHEET 0 0 TOP OF CONCRETE POST E-14-70. Cal at least 2 working days prior to excavot(ng. BY: BARRY J. WAN,RCE C46568 DATE DATE: �7 !� 1 I 1 I �(t� �+( fr � � ��� ij`�kj;tjr'Ir ✓�,,.:,..-.. „" '-�„ 1 t ,�. .., .`u t 'r r,. f �, 11 z q "? '�✓tn' { i Af d r iyi` r'4'= f�. � e� PER SEPARATE PLAN SET �� $ �� r " " Ali '+V'��� r r� "' � •Ili ✓ ��? �, fib`�r r ( � 010 -18.28•�L�PSh I ,i ���p 2 ,i` -T �'Y „-�`^., ✓ ✓ r/r P' LANE R - _ r + lr b , t k+ ( FASSEL WAY ~" x ACEESS tl'+ILITY E 6 ENT .. �•. 4.9 -{ t°. } tj, a .. �' 'a,:.ra'. ""... -_ �^ � i ✓ 1 ,\ `� � � � JO ?d.?7Ju [ / �.j x:'•++'...-_., s k ..' `�''-;, ` C100 15 (CPS) s r o o� E ;PER SEPARATE PLAN SET •r '�:�s'f f(F�re)i� �. °' � r+ ,4 p t ==xu"„ - .� \`k� ." � �o,. � "//' >`+ .t?t � f �,�li ���`• ��`� �` � t'�.` ��. �•,� a �' � � . PER SEPARATE PLAN 4 � t I w r ., t SEPARATE PLAN SET J 4 vU N so INDEX MAP LEGEND n PROPERTY BOUNDARY....-_....... - - 200 100 0 200 400 600 F o I E A11p4 OV ll/!1/r6 GRAPHIC SCALE 1"= 200' n BENCH MARK DIG ALERT REVISIONS APPRV DATE SEAL: 2 SOUTH POINTE DRIVE-SUITE 275 -I49afic CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E + ELEVATION: 1400.873(NGVD 29) �•`�Iel ESV LAKE FOREST,CA 92630 m m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR '( .1.1,0707 PRIOR TO CONSTRUCTION. 2 o RIVERSIDE COUNTY DESIGNATION:E-14-70 0 z oke CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT +o DESCRIPTION:2.7 MILES NORTHEAST ALONG fy� (FA%)949.588.0709 UNAUTHORIZED CHANGES of _ ENGINEERING COMPANY .Ickenginee,ing.com PLANS FOR CANYON HILLS PH 8 PA 1B ,12 t RAILROAD CANYON ROAD FROM THE CALL ---- — BARRY J.COWAN s CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD °,ange saaoleg°-w°e'Hae-saaL°"°6':°°'sd"rsne�e's�"am`"`°'rl»e"n'T"a°" RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE. VTTM #36117 & #38118 t AND STATE HIGHWAY 71,122.0 FEET BEFORE -- �• 46568 s YOU DIG! — — PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o NORTHWEST OF RAILROAD CANYON ROAD, �(•3v!� * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 60 FEET SOUTHWEST OF POWER POLE FILE NO. #1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE#42866 DATE JI. CIVIL o INTERIM CITY ENGINEER •/!(. 3�=_ p _ (a/��� 1� SCALE: SHEET SPECIFIC ', I MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY OF LAKE ELSINORE of CAVY "- #_�, INDEX MAP o b TOP OF CONCRETE POST E-14-70. Cal of least 2 working days prior to excavaiing. 8Y: BARRY J.CO AN,RCE #C46568 DATE DATE: I f j( I CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES I Q1 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 176,140 SF 3'ASPHALT CONCRETE(PG 64-10) 6.O'PCC 6'CRUSHED AGGREGATE BASE �' * �' F�2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 128 EA SUBGRADE(95%MIN RELATIVE 5'PUE 4.5' 20' 20' 4.5' 5'PUE O CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 8,931 LF COMPACTION TO 1-FT MIN DEPTH) O5 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 3,915 SF n PCC DRIVEWAY APPROACH 4' 4' (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) � NO SCALE MIN © CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 39,830 SF 2% GS'� �2% 1 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 '-""Fj".ar'.7�.'„>•'... 3.0'AC(GREENBOOK SPEC 203-6) 6` ♦�6 - © CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 20 EA - 6.0'CRUSHED AGGREGATE BASE fGREENB00K SPEC 200-2.2> 3 ,3, 61 3 I O9 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 203 LF ' 10 CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 SUBGRADE(95%MIN RELATIVE QQQ 19 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 142 LF 1 AC PAVING COMPACTION TO 1-FT MIN DEPTH) J W � 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO L0201 8 EA NO SCALE WATER MAIN/ SEWER MAIN a AND DETAILS SHEET 4 NOTE ' 13 PAINT WHITE"STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 10 EA O BASE & SUBGRADE TO BE COMPACTED TYPICAL CROWNED PVT DWY SECTION . 14 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 10 EA - TO SOILS ENGINEER'S RECOMMENDATIONS. Wi NO SCALE W 15 INSTALL(30"X 309R1-1'STOP-SIGN PER CA MUTCD 10 EA PRELIMINARY STRUCTURAL SECTION (3"AC/6"AB) NOTE: DRIVEWAYS WILL BE PRIVATELY MAINTAINED. IS BASED ON ASSUMED R-VALUE OF 30 AND 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 10 EA TRAFFIC INDEX OF 5 PAVEMENT SECTIONS NO SCALE CURB INLET CATCH BASIN TO 54' BACK OF CURB 3.5' 3.5' 4.5' 24' 3' 3' 24' 4.5' 3.5' 6" CURB LINE 6" POW 1 1'1-3/16" Fl%7;5' 1.75' 4' 4 7-13/16" 7-13/16' to" SDWK x a' SOWK 4' 1 •y. CN3 ' Ol. . 2.07. 2% . n 2:1 MAX _ .. , 2:1 MAX I LIP OF GUTTER 9 i TYPE 4'TYPE'C'C& G T 'C' +TRANSITION LENGTH +TRANSITION LENGTH TYPE'C' CONCRETE CROSS 6 11 20' 13' O 4 TYPE'C'C& G TO C& G 'C& " QQi B"CURB FACE AT INLET B'CURB FACE AT INLET GUTTER NO SCALE /� = S.J',� J �SEWER MAIN - •FOR TRANSITION LENGTHS SEE RIM CO STD NO 311 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. fifi `ft . I LEGEND `o L_�_1 PROPOSED AC PAVING v N ® PROPOSED AGGREGATE BASE 0 PROPOSED PCC - 1 0 0 2-COLD PLANE Qo l Li o e CAUTION! LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND v SHALL BE VERIFIED BY CONTRACTOR � PRIOR TO CONSTRUCTION. vob 4V U/I(/15 e BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTHPOINTE DRIVE-SUITE 275 -14905 ARE APPROXIMATE N EXISTING UTILITIES ON THESE PLANS SHEET m% ELEVATION: 1400.873(NGVD 29) 1.lD THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH O UIKEFOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E ELSINORE HE APPROPRIATE CONDITIONS Of DEVELOPMENT AND/OR N'4( 949.588,0707 PRIOR TO CONSTRUCTION. 3 ° -6 RIVERSIDE COUNTY DESIGNATION:E-14-70 s - CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT I +o DESCRIPTION:2.7 MILES NORTHEAST ALONG cy� (FAK)949.588.8709 UNAUTHORIZED CHANOESe OF m*� RAILROAD CANYON ROAD FROM THE ENGINEERING COMPANY rickeng neermg.com PLANS FOR CANYON HILLS PH 8 PA 1B INTERSECTION OF RAILROAD CANYON ROAD BEFORE BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE *Z j m� - r^ orange San Dk±ga-Riverside-San Luis Obispo-eakersllekl-Saaamenb plwenx meson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #38118 • N AND STATE HIGHWAY 71,122,0 FEET „ BEFORE / No, 46568 m YOU DIc! - !��l ! s PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o NORTHWEST OF RAILROAD CANYON ROAD, i» ' 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. „ m *1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE*42866 DATE J�. CIVIL �! n MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER '�rF V�� 4 riya,r�, /qF��qo/§ IS SHEET SPECIFIC }1S UNDERGROUND SERVICE ALERT OF CAl a 0 0 TOP OF CONCRETE POST E-14I Cal at least 2 working days prior to excavating DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J 0 AN,RCE *C46566 - DATE DATE: NOTES & DETAILS ��-- !1 I i it CENTERLINE DATA CURB DATA TABLE NO DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS 17 N12.02'26"E 162.20' PAYTON DRIVE 05 A=90'00'00" 20.00' 31.42' TYPE 'C' C&G 16 A=12'43'11" 592.00' 131.43' PAYTON DRIVE © A=90'00'00" 20.00' 31.42' TYPE 'C' C&G 19 1424'45'38"E 121.07' PAYTON DRIVE Q7 A=102'49'25" 20.00' 35.89' TYPE 'C' C&G (a A=41'26'01" 230.00' 166.33' PAYTON DRIVE A=101.29'04" 20.00' 35.42' TYPE 'C' C&G 21 A=33'34'18" 652.00' 302.03' PAYTON DRIVE 09 A=71'57'O6" 20.00' 25.12' TYPE 'C' C&G 2Q2 N75'10'45"W 96.16' PRESTON COURT 10 A=101.11,55" 20.00' 1 35.33' TYPE 'C' C&G ©3 A=03'37'48" 500.00' 31.68' PRESTON COURT 11 A=91'31'49" 20.00' 31.95' TYPE 'C' C&G 24 N78'48'33"W 162.90' PRESTON COURT 12 A=92'07'14" 20.00' 32.16' TYPE 'C' C&G 25 A=15'52'27" 810.00' 224.42' PRESTON COURT 13 6=98.46'56" 20.00' 34.48' TYPE 'C' C&G (M N85'19'00"E 138.14' PRESTON COURT 14 A=75'39'41" 20.00' 26.41' TYPE 'C' C&G Z) IA=10'00'00" 1000.00' 174.53' PRESTON COURT 15 A=107'40'13" 20.00' 37.58' TYPE 'C' C&G t ©8 N84'41'00"W 42.46' PRESTON COURT 16 A=72'19'47" 20.00' 25.25' TYPE 'C' C&G 29 A=76'05'10" 40.00' 53.12' PRESTON COURT 17 A=89'43'58" 20.00' 31.32' TYPE 'C' C&G QO N19'13'50"E 46.94' PRESTON COURT 18 A=100'00'00" 20.00' 34.91, TYPE 'C' C&G 31 A=53'23'24" 250.00' 232.96' PRESTON COURT 19 A=80'59'40" 20.00' 28.27' TYPE 'C' C&G 3Q A=35'10'22" 100.00, 61.39' PRESTON COURT ® A=94'33'57" 20.00' 33.01' TYPE 'C' C&G 33 N20.23'59"E 45.56' WESTRIDGE WAY 21 A=92'09'37" 20.00' 32.17' TYPE 'C' C&G 34 A=12'25'05" 300.00' 65.02' WESTRIDGE WAY ® A=92'41'09" 20.00' 32.35' TYPE 'C' C&G Q N07'58'54"E 44.11' WESTRIDGE WAY ® A=76'05'10" 20.00' 26.56' TYPE 'C' C&G © N77-57'34"W 110.33' SNAPDRAGON ® A=76.05'10" 30.00' 39.84' TYPE 'C' C&G 37 A=55'36'20" 380.00' 368.79' SNAPDRAGON ® N72.52'46"E 56.56' TYPE 'C' C&G ® N22'21'13"W 264.82' SNAPDRAGON 61 A=217'47'27" 38.00' 144.44' TYPE 'C' C&G 09 A=27'40'13" 310.00' 149.71' SNAPDRAGON ® A=54.19'03" 110.00' 104.28' TYPE 'C' C&G 40 N05.19'00"E 234.16' SNAPDRAGON ® A=09'49'38" 300.00' 51.46' SNAPDRAGON - 4Q N04'30'38"W 97.44' SNAPDRAGON 4ID A=02'51'51" 500.00, 24.99' SNAPDRAGON N01'38'47"W 126.33' SNAPDRAGON CONSTRUCTION NOTES 45 N78'48'331-W 229.55' PARKER WAY 12 46 A=15.52'27" 760.00' 210.56' PARKER WAY CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201 AND DETAILS SHEET 4 47 N85.19'00"E 126.68' PARKER WAY �.. ® N78'48'33"W 151.06, PAXTON LANE 49 A=15'52'27" 1000.00' 277.06 PAXTON LANE Ip �0 N85.19'00"E 171.88' PAXTON LANE 6'. --. 6' 3 � U ,ri o N ti o �j N _ - 17 LOCAL DEPRESSION DETAIL CB NO. 17 18 LOCAL DEPRESSION DETAIL CB NO. 18 19 LOCAL DEPRESSION DETAIL CB NO. 19 20 LOCAL DEPRESSION DETAIL CB NO.20 21' INLET @ STA. 10+83.05-O.S.27.00' LEFT 7' INLET @ STA. 10+93.50-O.S. 27.00' RIGHT 21' INLET @ STA. 18+00.31-O.S. 20.00' LEFT 14' INLET @ STA. 18+01.90-O.S.20.00' RIGHT WESTRIDGE WAY WESTRIDGE WAY PAYTON DRIVE PAYTON DRIVE SCALE:1"=20' SCALE:1"20' SCALE:1'�:20' SCALE:1"-20' itl 1 � �DU � I " a N T R J .. 1O H UtJi_. �01• f/l� r/r aN 21 LOCAL DEPRESSION DETAIL CB NO.21 22 LOCAL DEPRESSION DETAIL CB NO.22 23 LOCAL DEPRESSION DETAIL CB NO. 23 25 LOCAL DEPRES.SIOIL.# 'ISJh�CB NO.25 ` 14' INLET @ STA. 15+76.11 -O.S. 20.00' LEFT 14' INLET @ STA. 16+46.80-O.S. 20.00' RIGHT 21' INLET @ STA. 19+45.56-O.S.20.00' RIGHT 14' INLET @ STA. 18+20.65"'O.S.20.00' LEFT ? r" PRESTON COURT PRESTON COURT SNAPDRAGON SNAPDRAGON m 5 SCALE:1'�-20' SCALE=11'=20' SCALEe T 20' SCALE:1"=20' m k)ob 6v I(/I(/Iz y a, BENCH MARK: REVISIONS APPRV DATE SEAL: I� 2 SOLAKEUTH POFORESTIME DRIVE-SURE 275 J-�4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET +" DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPRO%[MATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y O F LAKE E L S I N O R E m w ELEVATION: 1400.873 INGVD 29! - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR (10MO*41 9 gsae.o7o7 CA 92630 PRIOR TO CONSTRUCTION. 4 o RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT +o DESCRIPTION:2.7 MILES NORTHEAST ALONG fy� (P,ix)9a9s8s.o7o9 UNAUTHORIZED CHANGES, O' RAILROAD CANYON ROAD FROM THE = ENGINEeRItiG COMPANY rickeogi"eering.aom PLANS FOR CANYON HILL$ PH 8 PA 16 CALL Y J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BEINTERSECTION OF RAILROAD CANYON ROAD tPR� orange sanoiego-RiVerHae-sanWi:osiav"-gaker d-saoamer�ro-Pn"ena-Tu on VTTM #36117 & #3611812 AND STATE HIGHWAY 71,122.0 FEET '"1� BEFORE / 46568 '° RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE mu u[c! �C�P/ PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, -'I/',3o'/' * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.6 0 FEET SOUTHWEST OF POWER POLE FILE N0xj853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE x42866 DATE . CIVIL d DATA TABLES &o INTERIM CITY ENGINEER A (p= L SCALE: SHEET SPECIFIC _ MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CALV� � 1 0 ory TOP OF CONCRETE POST E-14-70. Call at bast 2 working days prior+o excavating. DESIGNED BY: DRAWN BY: gyp CITY OF LAKE ELSINORE BARRY J CO AN,RCE xC46568 DATE DATE: LOCAL DEPRESSION DETAILS 1! 26 ............. ............ ................ I ...........951: c t 4.............. ........ ..................... ......... ............. ........... ...........I...............4 7........... 4 4 8.11............. ............................... ............. ........... .......XL= 7............ 1 ....................... ............ ............................ ...... .............. ......--- ..............4 ............. ........... ............... ........... ............ ..........................................:1---............ ............ ............................ ....................4 4 ............ .................. ............ W ............................ ... ............... ----------............... ............ ................................................. .......... ..........114M.......... .......... ...............-26 I've .......... ... ............. of .......................... ...... ......... ............... ..........? ................................................ 41 ....... .................................. 0, 101*91 00 ........... ................. ...............G2=3.097 Ln....... ... "T .......................... ....................... ...............GRADING.BE OW.................... ...... ...... I............ ................ .......... i .1.1-1-1- ...................... .................. ...... ................................................... ..... ...... ......................... Q . . . . . . . . . ............................. ........... .............. ................ .. ...................................... ...... .......1 480' -------------- 0,7 %f-n 72'................. ....................... . ....... ......_.,Sri,...._......._......,..,................_....... ........................ ............ ...........I .......... .......... ................li+00.23 PRESTON COURT 1 FCC CL -7 2b Z ........... ............ ........... ........ -----------......................7 IU+bJ.Ub PAT I ON DRIft .48'.7 .......... ...........Ih 6.621............. ............. . I . I . I . I . I i _I............... 7 1 (n L...............'ei I .......... ace ............................................................................. .............. ....... ............. .................... .............�u............... ..........` ................................. --------.......... ........ I.......... .................. ........................ ............. .............. ......................... ....................................... .......... ......................... .......... ......................tooz .......... ............. ............ ............ .......... ........................ ......................... ...... ...... ............... .................................. ............... ............. ........................... ------....... .......... ...................... I ......z 4.... ... .......... ....... PROFILE SCALE: ........................ I ..........."OF! ........OR PIL18:WESTAI N39 VI/AY HORIZ: 1=40' ........... . ........ VERT: 1=8' COURT 10+00 11+00 12+00 10+00 11+00 12+00 13+00 14+00 15+00 EASEMENT SEE SEE SHEET 8 VE THIS SHEET ACESS/UTILITY PAYTON DRIVE��\ I CONSTRUCTION NOTES TR 36117 & 36118 STREET IMP PLANS CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 TC 15+0 .00 Ar 3'ASPHALT CONCRETE(PG 64-10)BLDG-70- (12- BLDG.?' FL 147 w 00 6'CRUSHED AGGREGATE BASE FF 1481.07 FF t483.17 BLDG Or IA:t BLDG?-V- CONSTRUCT PCC DRIVEWAY APPROACH.STRUCTURAL SECTION PER DETAIL SHEET 3 19+01.99 PCR FF 1481.17 FF rr 1481.07 C 1 79.3 44* CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 1 La BLDG W 10+ F 179.0 PCR 19+22.23 PCR BLDG& BLDG-ffi FF 1480.37 13+50.00 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 L 4 BA (.6 B. 7 77 FF 1480.47 13+OG.43 FIE 1477.67 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) (AH FL 76:43 BUD DOE WAY CFL 1478.67 "8 TON COURT= O+ IAN FF 1480.57 GE WAY T 6 1 12+ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 1977.a21+6.45 TASSEL WAY FF 1482.1 9+95.32 WES u STDNO 401(WIDTH=4',JOINTS PER RIV CO STD 400) 10+83.05 10+60.44 PCR 1477.90 CL C *117 12+26.46 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 13 10+40.88FL 1479.02 43.01 R TE-TI A 13 TR M1 TC 1478.76i FL 1477.84 CONSTRUCT CURB RAMP & RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403 L 1478.43 29 Qg CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 A4 14 @ CONSTRUCT 4-TYPE'O'CURB PER RIVERSIDE COUNTY STD NO 204 G 10+15.58 WESTS 9 12. 1-11 @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 5wAy 79.19 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO L0201 3 AND DETAILS SHEET 4 zq 13+50.0 E EC 11+05.90 PAINT WHITE'STOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D I BLDG W I% 7 @ M TCji TR 36117 & 36118 0.66 PCR L 147T'7 FF 1481.97 PAINT 12'WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E TREET IMP PLANS '1Q+9�6 4 sc EC (TYPI�2) FL 1 7'- FL 1477.37 BLDG 60 @ INSTALL(30-X 301 R11-1'STOP-SIGN PER CA MUTCO 10 3 11 BLDG 70- RE MOAT 11+00.23 PR-STON COURT TC 14 410-264.53 PCR INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B CL CBEC 19+63.0 PAYTON DRIVE 7 6:3�8 k FL 1476 C7�5.0 FF 1481.07 5 BLDG-12- 7 118 BLDGQ- FL 1476.70 BLDG�r BLDG 4-W FF 1481.27 ?Lo FF 1482.07 FF 1481.87 FF 1481.57 BLDGA-FF 1480.67 FF 1480.67 BLE)G 7+10+98.52 END I FF 1480.57 TASSEL l, tWESTRIDGE WAY SEE THIS SHEET ACESS/UTILITY F Y SE EASEMENT SEE BLDG 21 FF 1481.27 TR 36117 & 36118 TR 36117 & �6118 STREET IMP P STUET IMP PLAN SEWER, WATER AND STORM DRAIN IMP- ----------- S 40 20 0 40 80 no PRESTON COURT PLAN:WESTRIDGE WAY PLAN: PRESTON COURT IISEE THIS SHEET Vob lbV 0/1(1/15 I DATA GRAPHIC SCALE 1" 40'J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SEE SHEET 4 FOR BENCH MARK: REVISIONS APPRV.DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE SUITE 275 CITY OF LAKE ELSINORE SHEET cpa�ef Eswsf LA FOREST,CA 92630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR ELEVATION: 1400.873(NGVD 29) DIG ALERT A vii THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR LAKE PRIOR TO CONSTRUCTION.RIVERSIDE COUNTY DESIGNATION:E-14-70 94 588.0707 5 wo CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. i88.0709 PRIVATE STREET IMPROVEMENT OF DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CALL B BY J.COWA ENGINEERING COMPANY i k g i i.g.- PLANS FOR CANYON HILLS PH 8 PA 16 RAILROAD CANYON ROAD FROM THE N INTERSECTION OF RAILROAD CANYON ROAD I S.Dieg.Riv-id.Si,n W,Obl,p.8*-fidd p,�,T_ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 12 BEFORE 4 568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 -4111, 41 12- 5 47� C AND STATE HIGHWAY 71,122.0 FEET No NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' 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. WESTRIDGE WAY STA 9-95.32 TO 11-05.90 FILE NO 60 FEET SOUTHWEST OF POWER POLE INTERIM CITY ENGINEER F SCALE: SHEET SPECIFIC.1853732E,1.0 FEET NORTHEAST OF A 1400-227. KEN J.RUKAVINA,RCE-42866 DATE CIVIL PRESTON COURT STA 10+00.00 TO 15+00.00-2600 IVAL7 0 MARKER POST,A BRASS DISK ET IN THE UNDERGROUND SE ebA-% !j c4vaA., Aws 0 prior to excavating. 'DESIGNED BY: DRAWN BY: CHECKED CITY OF LAKE ELSINORE w TOP OF CONCRETE POST E-14 I�bast 2 working daysSERVICE ALERT BY: -C46568 DATE:50� I Co t BARRY J.*COWAN,RCE DATE PLAN & PROFILE I 1.i 1 33.01' ................................................ .............. ............ ........... ................... ........... 1/4 A 0.25 1 47. .................... ........... ............... ........ ........................... ........................... ....... ....................... 0 Xii o X, ............ ........... .......... .................................................. ............... ............... .............. .......... ............. ................ u ........................... ............................... ........ .......... ............. ........... ........... ................................. ..................... .............. ................................................................ ............ ........... .......................................................... ......... ...... ............ ............. 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"3FST04 PUHAGUN + + .......................... ........................... ........................... 1,11817 ......................... .......................................... ............................................................. .............fG ........... ............... ...... .............. ............. ........ ... ......... ..............61 1 30.17e /4 ...... ............ ............. ........... iv ; :............. ...... ................. ....... 4 A • .... .. ............. -70dm ........................ .................. ............................. V) .......... .................................... ........... 0 ............. Lij ............ uj ..................................... ............... ............ .................L .................. 4 ..................... 4 ............... ........ ............... ............................ ... Ln ................... ................... ............ O . I . 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Z ..... ....... .......... ......................... ................................... ........... ............. ....... ...... ............. .............4 ... ... ............... ..................... ............................... ........ ..................... ------------- L 14.11 i j I L i 72.22' ........................... ... .... ............. ........... .............i .....! . ; i t : : : . i . : .............. .......; i'""; . ... 1....i..--i. ;..� .... ."i "� - Z C"-"': Z I. ... ....... .............. .............................. ............ ................. ... ........................ .............. ............. ...... ........ -------- P R OFILE SCALE: ............ p PLA E STO N q.0UA HORIZ: 1 40 .... ............ ........ ...... ......... .............. VERT: 1 8 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 BLDG 46-I,OZ� FF 1485.37 CONSTRUCTION NOTES I 1 11 1 22148.26 PVC-32.11 LT lit TC 1488.63 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 BL"t BLDG49 FL'1488.30112 3'ASPHALT CONCRETE(PG 64-10) FF 1489.97 FF 1490.47 BLG Ill BLDG3,sr 6'CRUSHED AGGREGATE BASE T F 49 BLDG 4+-tb'� BLDG 4;L 29+0 49-90 nn,i F 0.97 FF 1491.57 FF 1484.87 FF 1489.37 4 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG M BLDGV-sk Ift 11 FF 1482.67 BLDG" FF 1[483.67 BLDG 4e- CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 FF 1111.17 20+91.19 PCR FF 1488.57 nn66 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 15+15.15 16+30.65 T C 22+64.69 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) 22,-- ENO FKLSTOff_c URT CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY EC TC 1480.114 FL 15+76.11 FL 1480.51 TO NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) CB*21 16+70.65 PCR BLDG 4&_ BLDG SP- It.4 cx M-P-800 F FF 1492.117 CONSTRUCT IO'CURB TRANSITION PER CITY OF LAKE ELSINORE SIT)NO 206 FL 1480.74 ml?=47 t 20+st Prig CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 CONSTRUCT 6-TYPE'0'CURB PER RIVERSIDE COUNTY STD NO 204 I4.4j N FCC FL 1481.14 TC 1489.72 6 Fl.1481.03 BLDG 4&1 1 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 '4 p L f4MT ro 17+48.13 PCR FF 1484.07 19+70.34 RT 22+61.62 PR CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 L 1481.71 C I TC 1488.7, BLDG* flS- (/)Q 6 18+7 19+23.41 FL 1486.56 FIE 1488.42 FF 1491.97 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO L0201 PC AND DETAILS SHEET 4 6 106 BLDG66-1[118 BLDG66 14 @ PAINT WHITE STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A240 12 -F BLDG 44- BUDG67-11*1 FF 1489.97 FF 1490.87 o 6+46 0 16+60 AA FF 1485.87 FF 1488.97 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E o 1 C #22 16 . BLDG&4 @ INSTALL(30'X 301 RI-1 STOP-SIGN PER CA MUTCD FL. 1480.82 BLDG,*rlb F 1491.57 BLDGW aPI 17+04.72 P I I FF 1487.87 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.4023 211+25.93 SNAPDRAGON FF 1482.47 QC BLDG q_11/ 21 66.72 PCR FL 148 IM o F 1"2� Lo F + 2 FL 1481.49 EC 21+ K I L+Z3. 1 BLDG BLDG 65 17,1' '09 PC tTYP) EC FF t486Z. FF 1483 47 U + 9 PCR-24.43'RT 18+85.2, 1483 AS-B' M TC 14 3.44 FL 1483.37 F L 1 3.11 6 SEWER, WATER AND BLDG at JX BLDG BLDG W Im FF 1484.77 FF 1485.27 BLDG SP BLDG4P F 1486.07 STORM DRAIN IMP F 1485.57 F 1485i87 F ACCESS/UTILITY PER SEPARATE PLANS a ' > EASEMENT SEE s F 40 20 o 40 so 120 SNAPDRAGON LAN: PRESTON COURT SEE SHEET 4 FOR TR 36117 & 36118 �STREET IMP PLANS SEE SHEET 10 I GRAPHIC SCALE 1" 40'I VVb fiV 11/1(/1-5 j-149-o5c CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET REVISIONS APPRV DATE SEAL; 2SOUTHPO TE=-SUrrE275 IBENCH MARK- LAKE FOREST, CITY OF LAKE ELSINORE %,t is(b4 s jAjrG THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CA 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. PRIVATE STREET IMPROVEMENT 6 RIVERSIDE COUNTY DESIGNATION:E-14-TO CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. DESCRIPTION;2.7 MILES NORTHEAST ALONG OR OF ENGINEERING COMPANY UNAUTHORIZED CHANGES: PLANS FOR CANYON HILLS PH 8 PA 18 RAILROAD CANYON ROAD FROM THE CALL RRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD % orange San Diego.PJ..side-San wis Obepo-Rakenfleld-5m-Pheeim-Tumn, VTTM #36117 & #36118 12 BEFORE 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET SHEETS Zi NORTHWEST OF RAILROAD CANYON ROAD, ;:DIG! PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED 0 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. PRESTON COURT STA15-00.00 TO 22-64.69 9 T 6.0 FEET SOUTHWEST OF POWER POLE R I BL DG 1 G LOG t .� 87 �31 t -1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN I RUKAVINA,RCE-42866 DATE CIVIL UNDERGROUND SERVICE ALERT SIGNED BY: DRAWN BY: -D INTERIM CITY ENGINEER SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE CHECKED CITY OF LAKE ELSINORE OF C DATE JDATE- ,5 a TOP OF CONCRETE POST E-14-70. Call at least 2 working clayi;prior to excavating. BY -C46568 PLAN & PROFILE M �y ARRY C22!V � : I� . . I : I ...-1...-."3.i..L.-_._.1?-',..l� -1,J-,-1 7 ; 11.1 =.& a7 ..... 1 I 1......i1-....- .. .._..�.......I i. ....I...1...1...—.......I....... S._ . s� : f : - i i ; � i �1�14-i- 3* � . ...�,....1- � ; . .. -..�....1.-...1.1..-1...-.... ..1I ...1. .1...... �. . . ; � .I._.-.�,.i�II.b�!--�+.�rF..�;I,��,,i.�;;I;I�i!-.�t..-.: L 114-..1,.1__ 1 1� �-� I 1 11 11... _1:I1.,� 1_ 1...:-=.._...."1.�t.' 111.. . 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I ! . , . i > < 1 , PROFILE" WON:DRIVE HORIZ: 1 40 t : i = 4 I I . . . � _I � I 1� 1 VERT- 18 ii i 10+00SNAPDRAGON 11+00 12+00 13+00 PARKER514+00 15+00 16+00 17+00 11 BLDG"0 BLDG4" t66 CONSTRUCTION NOTES FF 1488AT (W BLDG1W iU7- ;Ij0 FF 1488.97 I FF 1484.77 0 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 2 ! FB49G1207 0 - 3'ASPHALT CONCRETE PG 64-10) 10+80.00 6'CRUSHED AGGREGATE BASE Ii R; TC 14'7-'5 a LM __ _ CONSTRUCT PCC DRIVEWAY APPROACH.STRUCTURAL SECTION PER DETAIL SHEET 3 1 FL 148�92 0 BLDG$ _ IDS BLDG let 15 � Q f I < FF 1489.97 BLD14G�4" 6 BLDG Iff-V:n FF 1488.27 BLDG* 101\ � CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 I BLDG 2Q10+4000 PCR z BLDG 444 FF 1488.171484.17� FF 10+40.00 PCR FF 1489.17 10+74.73 0(j) @ CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 IFF 1490.77 FL 1417:7 4� q: T' '414.T' - 16+9. PCR cr (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) 10+.1.36 PCR ,o FL 1487.53 BLDG 14 FL 1484.43 BLDG 14k-I FL 1 @ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY C 1488..J �) FF 1488.77 FF i487.47 . 1 5 STD NO 401(WIDTH=4',JOINTS PER RIV CO STO 400) FL 1486.12 16 15 2% 11I m n PCR I F I 1 6 g �. lqtf.qz/TC 1iB 15 BLDG IW 10+43.79PCR - 1 D CONSTRUCT 10CURB TRANSITION PER FL 148.PF iFF 1487.4710,44.13 PCRi 89 6 1 4. F_ I483.97 @ CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 _T 2 TYP F71484.17 15+81.02 6 . 10 1, \ , & CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204" 1 [ 14+17.69 PCR •-10+00.00 -18 �, t L "'"4:"q (6 15 13 \ - 0 @ CONSTRUCT 4-TYPE T'CURB PER RIVERSIDE COUNTY STD NO 204InBEGIN PAT IV 1 -FL 148 FL 1483 I 1�_ \ Y @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 t. 4- _ @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO L0201 ---- _ _ - � _ - .\ AND DETAILS SHEET 11+62.20, 1 BC _ P. -a- -- A 88 . , 3 3 @ PAINT WHITE STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A240 Ii 12+91 A - ON01i1 20 TYP BLDG & PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E1 10+97.36 PAYTON RIVE z C ` A PA ��i F i4 � 1 r„� FF 1484.97 L @ INSTALL(30-X 301 Ri-1 STOP-SIGN PER CA MUTCO I I BLDGR-a BLDG2t% BLDG* SO B.i-rqINSTALL STREET NAME @ BLDG 29 BLDG-+'&f _ GN PER CITY OF LAKE ELSINORE STD. FF 1489.67 BLDG44 + FF 149I27 FF 1490.67 FF 1490.17 FF 1489.07 BLDG4;fc � TC . FF 1485.57 3 FF 1488.47 F 1483.53 100. I BLDG }8 0+ .0 A R WAY I I FF 1487.97 BLD * I FF 1485.97 " FF 1487.47 BLDG+8 .o ---_ BLDG 4M FF 1486.47 _ . 1 , \-7 FF 1486.97 n ,z" I ____1180 / _1_ - 1I 1I SEWER WATER AND 1 // 1470 __ __ - , � 7_ STORM DRAIN IMP PER SEPARATE PLANS 1 40 20 0 40 80 PLAN: PAYTON DRIVE SEE SHEET 4 FOR g D6 ov N/h/IS k DATA & CURB DATAGRAPHIC SCALE 1"= 40' N I = E. BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL 2SOUTHPO! TE DRIVE-SUITE275 J-4 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 CITYOF LAKE ELSINORE ELEVATION: 1400.873(NGVD 29) om . V_S'Af.lba Em LAKEFoRESTCA92Q. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 1 � 14U.&..1 PRIOR TO CONSTRUCTION. 7 I RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT °, DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES OF t _ GINEERINGCOMPANY kgm...mg. PLANS FOR CANYON HILLS PH 8 PA 1B IRAILROAD CANYON ROAD FROM THE CALL A RY J.COWANOWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE -E: INTERSECTION OF RAILROAD CANYON ROAD BEFORE 4656 orange S.�Di,V.RWide�Sin WsObispo�Bakfield�S._-Bakersfield VTTM #36117 & #36118 12 w�_ AND STATE HIGHWAY 71.122.0 FEET ,, p , RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE g NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' LW - -- .- mb" Ir 4 * 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. PAYTON DRIVE STA 10-00.00 TO 17-00.00 "6.0 FEET SOUTHWEST OF POWER POLE t `, � FILE NO.-,j '1853732E,1.0 FEET NORTHEAST OF A 1-800-227- 'O j'R'KA"INARCC-42866 e CIVIL / IINT'R-CITY ENGINEER - IC___ IoAL7J.q �C!�: SHEET SPECIFIC g;MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECK1D CITY OF LAKE ELSINORE ' PLAN & PROFILE 91 R 65 TOP OF CONCRETE POST E-14-70. CaP at sasi 2 working days BY: �ARIY I. OANRCE C46568 DATE DATE: 1 .. I � I � I ) I I i I i ,I - I I ,I I I I � I I I I � ; � , � � � � i � t . : I � � c , , , . . : I � . t. I.1....� ; ,. .1.1..:�,....��* , "I �,11;�11 11 1.�.1........... 11� -),-"""�.Ilt'.11,11�l.I.",."��lI.....---.I.- -............�. T1 , I I I I . . . . I . I . . . . . � I - . � . � c : : . . i . . . . c i : � I - , : � 35 . . . . . � � � I � , t ; - , - � I ; . . I I ; . . ; I � , - � I - I 11L��I,, w$."�t��t��:f . : . � t . � � . ; . I : : : . � ; t � : . ; . . 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I I 1 .17---�� �;� I I CONSTRUCTION NOTES q I FF 1485.57 FF 1480.47 [-"1z 71 11 --- , - ",-\1_"w�--- ", I � I j I 'r PAYTON DRIVE � " 0 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 9 7 �,,il 4,I nl�11"vvt E I "I FF 1485.3 - I 11 I - x __1 P,I,, 6,�� I I 3'ASPHALT CONCRETE(PC 64-10) *I ," I 11 - 61 1�11, == - � I, -_ , I , 6'CRUSHED AGGREGATE BASE , , I I _1 - I , I -_ BLDG*- 114s, 1 BLDG- % 11 WESTRIDGE WAY I @ CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 -, IV Z- I FF i485.07 I FF 1480.77 � 1--i V" 94 , '_1 I � (1) BLDG 2t BLDG e8-%5 BLDG lee 0+29.71 PCR � JLC "',_ Q CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 1 FF 1481.77 11 -1 C I . 10+50.58 PCR BLDGa4,I% BLDG 2f, IQ 1-1 14 6 . � �1'�,_ BIDG(63 FF 1491.27 �, FF 1490.77 FF 149tO7 FF 149t4T BLDG 2686 @ CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 - I I �I'�11�I-_ 1481. FF 1480.67 10+57.36 PCR I "I FF 1491.97 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) ' 17+70.66 � j CC TUT4R_.4_T__ -1 11z� 10+40.00 PCR 1 48 BLDG 84.- t A--� � 1 m FL 1488.12 _�___ D16 C 8.0 10+80.00 PCR BLDG 24-" @ CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 1480.9 FF 1481.17 1 1 0 , I - . _� F 148 T2/TCR-88425 Or LC � I () I I I I * FL 148T.92 6 IT 1492.17 STE)NO 401(WIDTH=4',JOINTS PER RIV CO STE) 400) 1 IA4, I ; z � 9) - FL_4 1.R 4 . I e 1� I � 0 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE SID NO 206 )G j i8+00. 1 1 19+22.23 P R �L 1 46- BU � - ------- -____ ,, - YP) BLDG 2& c1b � FF 1484!4r7/ CL CB 019 TC 1479. BLDG 2--Ip4 BLDG 2+* �:: Q " --- -1,- @ CONSTRUCT CURB RAMP& RETURN(CASE 8)PER RIVERSIDE COUNTY STD NO 403 1 1 � I FF 1481.27 FF 1490.67 6 FF 1492.07 n6 zq FL 1478.67 10_ I I z 4- I .�# 11 I- I i to FL 14V7 52, 8�1 -I �1 11 �b :` I @ CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1 1 NAPDRV- - - I "I I - � ; 'Oto .600 SAYT� , - ___: I -- �!� 1 __ 11 I 1 uj � 6-9 P_ N E Z_f I r- I - I it ! .1 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1 1 � i x I 1 6L �I I ___��_ BLDG 249-Ij I c !(�J_12], � - 8z : W , , --- -L__� 3 -_ F mul.4f @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 I—Ir I A BLDG 28 1 SN' W.4 FF t490.1T i I __!,'m4G_- @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 , �' 11+ 02 - .91 11+10.33 1 " ,o1__<1 I uj @ v D DETAILS SHEET 4 "I 3 lz��__�-- 1 B%8.7 6T- I'll 10+21.75 . 11 I BC I __ 11 ,�-- 11W ) I @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 1 -5- , 901IN SNAP-DRAGON ,- � (TYR L ,, -t.L- &U FF 10+40.00 PCR - z I w BUDG44e 1 ON) 6 - 6 1 1 U0 C I a PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E . � j�1. � I 1+ FL 1487.53 FF 1489.97 1 BLDG i* CL C .---..-- I - 11 I Z 11+37.36 PCR K FF 1491.87 @ INSTALL C5O`X 301 RI-1'STOP-SIGN PER CA MUTCD �A W, I i 0, I I - 8 (YP)2 19+21.99 PC END I A.I 01 i _111.E , '' C 7.6 � BLDG+P!L-tOg�� " 0 47-a. DRIVE= FL 1479`03 P.I - 1487.32 . @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.140.4028 . 0 0 -0 T .2 4- .1 11 v I FF 1492.17 � 10+00.00 AXTON LANE FL 1478.87 BLDG* � .1 + _C11 C<L i I .. BLDG-jL JA � FF 1489.67 1 1 1 � I'll, I,1- BLDG e-(PS FF 1481.87 1 , 1 3 b BUDG41-10 FF i483.17 t� I BLDG m BLDG*6 144�, -1 I .;- BLDG911 FF 1483.77 FF 14B2.17 11 ! FF 1489 7 � _�� FF 1484.37 1�',�r I'�� I t FF 1492.OT I �,9 - I I I I 11 I I I I . - I I I �_ 4, A 'I," , 1, -�_ �;11 ��",�,' 41- BLDG 1-R&t6T --A -I �1, I � , � � � 1�I I �! 1-11 ____ FF 1491.27 1 1 -9 I 1�, ti BLI)r,,,6--01 BLDG W so � f I &5 _; 7��:� FF 1489.07 __4 1-Y I i". __ I : - FF 1482.07 SEWER, WATER AND �-6 - B DG tt4 I-e- I �_1 11-1 (o 11 1. �1, I STORM DRAIN IMP � - �. I , FF 1489.17 1 � W. �;. 470 _t___ I N I 1 �2. I � / - I ____ - / - �,.I I PAYTON IRIV']E 40 20 0 40 so 120 5 1. ,I I 9 I___E__�� PLAN: PAYTON DRIVE 7 PLAN:SNAPDRAGON I TA� GRAPHIC SCALE 1"= 40' N I �,�, vob ov q it/t,5 I as APERV DATE SEAL; 2SO PO TE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS I L ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE I -1 t BENCH MARK. REVISIONS ,THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKET SHEET � OREST!N ' ELEVATION: 1400.873(NGVD 29) _m `THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR - I CA 926". PRIOR TO CONSTRUCTION. 8 t I DIG ALERT A 9,ku 6% mo, es,jesle-b3s �jk 949.S....707 1 '' AN BE ISSUED, PRIVATE STREET IM L.�, RIVERSIDE COUNTY DESIGNATION:E-14-70 -17-- CITY AND STATE LAWS,AND A PERMIT C I OF I -'2:21 DESCRIPTION:2.T MILES NORTHEAST ALONG 40 ! . , I FNGINEERING COMPANY r i c k,,g i,��,i,g.,,� UNAUTHORIZED CHANGES, PLANS FOR CANYON HILLS PH 8 PA 1B .8- RAILROAD CANYON ROAD FROM THE CAU I I . , .�- 8 � CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 12 1 1 a,:: INTERSECTION OF RAILROAD CANYON ROAD BEFORE I I�'.1 ." �� ,,,,.(�, � 0p �,Diag,-�,Id,-SW,Obj,po-5,ke,"d-U-.-Ph-i.-T RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE VTTM #36117 & #36118 .1 m.. AND STATE HIGHWAY 71,122.0 FEET S I I �'�,E; NORT YOU DIG' - � . * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLA14S MUST BE APPROVED HEETS --- HWEST OF RAILROAD CANYON ROAD, � /V�pq�, ,� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. PAYTON DRIVE STA 1T+OO.00 TO 19+41.29 9 �., 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. I.- 4% 11i= �' � - , .I . . �___� : � : ,, � .1. . I : : : . r1l I I I:. ;1.1. ; � . �, ; I �. : I � ..-.. m. L p I � - � I , -, - I.. � - - , � - 11 � I N .I. . 1 777���� --� -1853732E,1.0 FEET NORTHEAST OF A KtN J.RUKAVINA,RCE#42866 DATE CI L __1 SNAPDRAGON STA 10+21.75 TO i4+00.00 9 I ____- ,, 1400-227-2600 - - INTERIM CITY ENGINEER m/.A.I-S SCALE; SHEET SPECIFIC 'A' 1 �;7, MARKER POST,A BR DEI!K RVICE ALERT [DESIGNED BY: DRAWN BY. CHECKED or C -4 �, 14�7EJ.IN THE UNDERGROUND SE CITY OF LAKE ELSINORE ---I I --_ - ,5 a�- TOP OF CONCRETE POST I Cal at bast 2 workIng days BY: I I &�T-,%Ae-N,-RCE-C46568 DATE I DATE: PLAN & PROFILE lv� I I I I "I I I I � . � I i I . � . 1 . - .......I..............." 111.111.........1.1111�.......� I .�......�......;,,.,.�...�;..............z.......i.......�...........1.1.1.1 ( . . . � w 1...................4.........�....�........11........w......�,...�........._... 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It IF 1DG3 I, BLDG29 10 0 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 � BLDG3&-% . o f IF 1485.77 BLDG49 tb? 3"ASPHALT CONCRETE(PG 64-10) AIIF 148687 BLDG 36 va IF 1487.47 CL 0 l� IF 1485.37 6'CRUSHED AGGREGATE BASE BLDG 34% IF 1488.07 C 1840.9 SNAPDRAGON = BLDGH It* BLDG!3 lS IF 1488.67 6 6+ PAXTON LAN 18+93.65 IF 1484.87 D CONSTRUCT POO DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG92 44IF 141917 EC Q, CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 F 1489.87 I8 � (MODIFIED WIDTHCOFT3.5RPER DETAILRSHEETP3R RIVERSIDE COUNTY STD NO 209 BUDG*IS 16+3 12 SNAPDRAGON - IF1490.37 6 80 PARKER WAY _- �� - 6 -CS C ER RIVERSIDE COUNTY 2(TYR) � I,-- �1 N41b�AGQ , * =STD NO40 (WIDTH 4' JOINRSERRIVCO STD 400P 6 4 L 148513- _ 5 0/ 0 CONSTRUCT IO'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 " -i- I -- 3 �� _l - - n, @ CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD N0 403 ` 1 17 448 . r." - -7 @ CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 _ AG& 11 16 lb FL 1482.BO 00 y PB % 16+63.36 PCR I 1�4 14 )(, CONSTRUCT 4-TYPE ID'CURB PER RIVERSIDE COUNTY STD NO 204SRN 12 42. 12 @ 1 in BLDGQ& 1 9 i 15 r @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200- - f " 13, 7 BLDG+tt II 1485.37 FL 1482.46 13 5C19+45. - El 148 , , � FL 14 4.95 I .,-... . 16 LUB-23 - CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 \. f 15+79.39 PCR I 15+37- @AND DETAILS SHEET 4 14+79A2 b TO 148 1 5 U) Ie FL 1485.78 ' , 2 FL 1481.96 153 @ PAINT WHITE STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D It �0 BLDGift 15+12.07 PCR >. 15+27.56 FL 1482.68 BLDHt 6 1 5.T5 < : IF 1485.47 1 @ PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E vl �0 IF 1489.17 FL 1485.42 , ; FL i48512 OLD013 %Sr - 1+12-rn P j)C BLDG 1-94 IV, ' I IBLDG 9," I IF 1485.8T • C .1.1.1 @ INSTALL(30'X 301 R1-1 STOP-SIGN PER CA MUTCD FL 1482.37 @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STDi < c lsz_ BUDGW I L < I IF 1485.97 Ad. BLDG12eI" CL S- 1,Lr .5 i BLDG 94-t;ka - I- . -- BLDG WR Ri IF 1486.37 I 1 z. -1- � ; IF 1490.07 &. �m IF 1486.47 z 9SEWER, STORM DRAIN IMP BLDGirr 16s BLDGU9 tQ IBLDG*tS] PANS , T" 5 " IF 149tIT i, I IF 1490.97 __ / 4 FOR 40 20 40 so i2O I PARKER WAY PLAN: SNAPDRAGON PAXTON LANE 1 i ET 11 SEE SHEET 12�"UotovI(/j/A5 CURB DATA GRAPHIC SCALE V= 40' - J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET 1 .. BENCH MARK: DIG ALERT REVISIONS APP DTE SEAL: L S__-Fo!ZE-RVE-SUITE 275 1 SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINRE 1 ' ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR - I C0707 PRIOR TO CONSTRUCTION. 9 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT I'' ( . . OF � DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY 11 � I UNAUTHORIZEDHANGES PLANS FOR CANYON HILLS PH 8 PA 19 i,- RAILROAD CANYON ROAD FROM THE CAL c. BARRYJ.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 12�t INTERSECTION OF RAILROAD CANYON ROAD o-g. San Diego-Riverside-San Luis Obispo-Bakemield&samen.-Sacramento VTTM #36117 & #36118 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 12ANFEET BEFORE l. PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 2 YOU DIG! PREPARED UNDER THE DIRECTION OF: 1 1.INORTHWEST OF RAILROAD CANYON ROAD, _ BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SNAPDRAGON STA 14-00.00 TO 20-00.00 9 1 1. 6.0 FEET SOUTHWEST OF POWER POLE 866 DATE CIVIL FILE NO. - -185 732E,1.0 FEET NORTHEAST OF A I-800-227-2600 INTERIM CITY ENGINEER l h . Q4 10 SCALE: SHEET SPECIFIc X4A,� MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CH CKEY CITYOFLAKEELSINORE OF C . - PLAN & PROFILE p,1 16 6 N TOP OF CONCRETE POST E-14-70. Call at gatf 2 working days prior to excavating. B . BARRY JjCOWA C46568 DATE DATE: 1 1 I I . I i � � ......................... ............. ......................... .... ............................... 4'VCi i ........... ........... ........................... )0...................... ........... .......... ............................ . .......... .......;Z3906. li 111- I- 11 t ......................... ---------- ................... ..............I ....................................... .............. ........... 1-1,4893 .................. 1. ............. ........... .......... ........... ----------............ ....................... ............................... ............................................. ............. 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T ..................... ..........I....... ............. .............. ............. ............................ ...... ............ .................................I..................... .............. ........................... ........................... . ....... ............................ SCAL Ez PROFILE i ............ HORIZ. 1=4 0 VERT: 1'L-8' ................... ................ .................... pf PO15:!FILSNAPDRAGbk ...................... ........................................................20+00 21+00 22+00 23+00 24+00 25+00 ..... COURT SEE SHEET 6 ACCESS/UTILITY i Ti� I GAZANIA CONSTRUCTION NOTES BLDG92-tZ4 FF 1485.57 TR 36117 & 36118 SEE PA-21),SHEET 6�STREET IMP PLANS CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 17+48.13 PCR TC 2. 4 3'ASPHALT CONCRETE(PG 64-101 As 104 FL 11.71 1!71 BLDG 6 BLDG Pt Z06 CRUSHED AGGREGATE BASE 2 &BLDG 4r 4 FF 1485.27 FF 14Y8.5 f 14 Ill) Q I 22+T8.57 SNAPDRAGON CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 FF 1484.47 1 G.07 17+43.80 PCR FF 414 0 TC 1481.99 1 36+04.55 s CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 _C F_`1481.6 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 20+41.67 BLDG BLDG 21) 24 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) T I " tv.0+81.67 PCR FF 1484.77 FF 1498.57 21+25.93 SNAPDRAGON=1 �l _f U ER CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY cy)J FL 1481.1 /17+04.72 PRESTON COURT I AL STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) I. /-2J±27-.82 TC 1468.78 BLDG Sr Z0,6 T 11+7 .171 PRC CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 6 r_� T BCA c T 1494.61 FF 1498.67 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 L.Lj 21167.09�+ PCR, 6 94.2.4 - -TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 1.81..84- 'I 22+03.70 GAZANIA CONSTRUCT 6 �81IIAPDRAG(3� 1194.76 11 , -- , CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 42 SNAPDRAGON BLDGr&Z 2.AA FF 149B.17 ,SNAPD @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 LLJ - I @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 13 0 AND DETAILS SHEET 4 92-- 16 15+ @ PAINT WHITE STOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A241) I1481.FL 1481.00 14 6 (3 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 1488. 1481,21+04.0 1+47.78 +7 7 23+01.71 15 16 BLDG&r 7 @ INSTALL(3VX 301 RI-I STOP-SIGN PER CA MUTCD BLDG f SHAPE) A N SNAPDRAGON EC EC TC 1494.68 41% 21+66.72 PCR L 1494.35 FF i497.67 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B FF 1483.67 16+70.65 PCR BLDG 14 BLDG$9 7101..47 UD 4 1. FF 1483 FL 1481.49 FF 1497.47 "Lo 1480.74 z 16+60.44 PCR 0 _T 8 IBLDG 70- 13T FL 1480.82 w BLDG 60-Z*-4 IFF 1483.17 BLDG* FF 1497.17 FF 1482.9I BLDG I&?AV I Ill FF 1496.97 to ACCESS/UTILITY ITY"I SEWER, WATER AND I 8 TR 36117 & 3611 1 FF BLDG er 1496.67 EASEMENT SEE I 1 2*0� STORM DRAIN IMP STREET IMP PLANS �40 20 0 120 SEE COURT GAZANIA I ET 6 PLAN: SNAPDRAGON ISEE PA-21),SHEET 6� ICL GRAPHIC SCALE 1"= 40'/V o c, ov 1(/It Its BENCH MARK: REVISIONS APPRV DATE SEAL: 21OUTHPO!NTID VE-SUITE275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH Ew CA 2MI,130 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. I 0 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 PRIVATE STREET IMPROVEMENT O� ENGINEERING COMPANY DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES PLANS FOR CANYON HILLS PH 8 PA 1B CALL BA RY J.GO N CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RAILROAD CANYON ROAD FROM THE o..g. 12 INTERSECTION OF RAILROAD CANYON ROAD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 BEFORE 46568YOU DIG' PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETSo AND STATE HIG14WAY 71,122.0 FEET P G NORTHWEST OF RAILROAD CANYON ROAD, • -00.00 TO 24-28.04 -FILE NO.BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SNAPDRAGON STA 20 -0 FEET SOUTHWEST OF POWER POLE CIVIL SCALE: SHEET SPECIFIC-1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 K9N J.RUKAVINA,RCE-42866 DATE MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER 0 0 ITOP OF CONCRETE POST E-14-70. Cal at bast 2 working days DESIGNED BY; DRAWN BY: BY: ICITY OF LAKE ELSINORE BARRY J.OlOWAN,RCE -C46568 DATE JGATE: PLAN & PROFILE ............... ........... ...... ................................. ...... ...... ................................. . . . . . ............ ........... ......... ............... ........... ........... ............ ......................................... ............. .............. ..... ....................... ..................... ............ ...... .......... .............. ............ ........ ....... .................. .............. ............. .............. ........................ ................ ..................... ..................... ................................. ...... ................................ .............. ............... .. ....... ................ ............................ .............. .......... ....................... 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PI-1489.00.......... ............. ......... ................................................ ........ ......... .......... ............. ............ ................... ............. .......... ................ ................. .......... .............. .............................. 7'..................................................... ....... ..................................................... .......... ............ ......................... .......... ...................... ....... .......... ap ........... ............. ........... .................................... ............... ......................... al + ........... ......I .................. -----------11 490 ! ! i 1490 ........................................ ............................ ...........5...................... ................ .............. .............. ............. .......................... ..................... ............2............. ................ ...................... ..... ........... ........... ........................ ........... ------------------ ..................... .............ft 1485.13 .................................................. .......... ............... .......... ............. ................................................ .............. ........... ............. ----------.................. ... ....... ............. ........... ........... ............. ..................... .............................. ...... ............................ ............ ............... ...... ................... ............... .......................... .......................... ------ -------............... ............... ............................. ....... ............j�... i il........... .......... ................. .......... ............................. ----------- -------------...................... PROFILE SCALE:............... .... ................ HORIZ. P�A KEA'WAY ................PROFILE.P IIVERT: V�-:8' PAYTON DRIVE 10+00 11+00 12+00 13+00 14+00 15+00 SNAPDRAGON 16+00 SEE SHEET 7 SEE SHEET 9 BLDG 4-15 (q:4 CONSTRUCTION NOTES FF 1488.77 BLDG CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3+7.39 OR FIT 11488.67 BLDG '419 I 3'ASPHALT CONCRETE(PG 64-10)FF 1487.97 *io I 6'CRUSHED AGGREGATE BASE F 1485,BLDG i4i IfAr BLDG 10 FF 1487.47 BLDG in FF 148911 Ft 1 5.3 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 14+17.69 FOR FL 15+66.80 PARKER WAY CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 148484 pep FF 1490.27 15+FL 1484:51 140 litil BLDG IV END PARKER WAY CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 BLDG ifi BLDG ttr BLDG 48- BLDG 4* BLDG 728 FF 1491.17 15+12.07 PC (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) FF 1487.47 FF 1488.17 FF 1488.97 FF 1490.07 FF 1491.07 TC 48. - i FF i488,07 EGIN PAR FL 1485.42 CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 10+44.73 PCR TO NO 401(WIDTH=4',JOINTS PER RIV CO STO 400)10+00.00 PAR 1484.5 BLDG 56 000NSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 FL 1484.17 lu+(4-IJ FF 1487.47 CONSTRUCT CURB RAMP& RETURN(CASE E)PER RIVERSIDE COUNTY STD NO 403 T4-+-66.99 PAYTON TO 1484 73 (Tj P)FL 1484.4 BLDG 1* CONSTRUCT 6-TYPE IDICURB PER RIVERSIDE COUNTY STD NO 204 FF 1486.97 7 12±2Q is @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 13 46 15+2 16 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 O(TYP) PA ft .12 FL 1485.12 FL 4.95 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 15+37.56 PC 16+ .36 PCR NO DETAILS SHEET 4 EC FL 1485.02 FL 1484.82 @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D BLDG It BLDG 109 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E o FF 1486.47 43.79 PR BLDG 108 FIT 1490.07 BLDG 111 @ INSTALL(30-X 301 RI-1 STOP-SIGN PER CA MUTCO TC 1484.30 166 ttel FF 1490.97 BLDG 110 FF 11488.17 FL 1483.97 165 BLDG 107 FF 1489.17 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STO.NO.4028 BLDG 103 FF 1490.97 BLDG 02 IBLDG 104 BLDG 105 BLDG lut)FF 1487.47 FF 1488.97 FF 1489.77 FF 1490.47 FF 1488.27 vo TO 1483.86 IFIL 1483.53 BLDG* A BLDG 92 FF 1485.97 15V FF 1485.37 IBLDG 93 ti FF 1485.87 BLDG 94 SEWER, WATER AND BLDG 95 FF 1486.37 BLDG 96 FF 1486.97 2 BLDG 101 BLDG 100 B BLDG 97 FF 1486.97 SEE STORM DRAIN 5 BLDG It- FF 1484.17 _FF-1484.77--'rFF 185!367 FF 1486.57 S FF 1485.57 SNAPDRAGON IVY IIg2 SEE SHEET 4 FOR40 20 0 40 so 1120 PAYTON DRIVE Ii,RKER WAY ICL DATA & CURB DATA GRAPHIC SCALE 1"= 40'R. BENCH MARK: REVISIONS APPRV DATE SEAL: 2SOUTHP0 TE DRIVE-SUITE 275 1-141011 CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS ELSINORE SHEET LAKE FOREST!N +L 0707 CA 926 E BY CONTRACTOR ELEVATION: 1400.873(NOVO 29) DIG ALERT &auQex via, THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ES9 ARE APPROXIMATE AND SHALL B VERIFIED CITY OF LAKE wwr THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 1 1 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IM DESCRIPTION:2.7 MILES NORTHEAST ALONG w . . UNAUTHORIZED CHANGES OF IENGINEERING COMPANY icks,ig, PLANS FOR CANYON HILLS PH 8 PA 1B RAILROAD CANYON ROAD FROM THE BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD CALL 6-T 1 2 BEFORE o465 orange .-M-id, Obo.li.kk1d 5-...Ph-L,T... SE VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET 1Z 68 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THE SHEETS 4 %Z3 NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS ALL CHANCES TO THESE PLANS MUST BE APPROVED 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. PARKER WAY STA 10+22.54 TO 15+43.97 FIL I-1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KN J.RUKAVINA,RCE-42866 DATE �tNO.CHECKED INTERIM CITY ENGINEER [SCALE; SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT Or C PLAN & PROFILE 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 JCOWAN,RCE -C46568 DATE JDATE: I ........... .... .............................. ............... ----- .............. ...................... ................... .............. .............. ................. .............. ..... ...... ................ .................. ........ ..................... .................. ....... ............. ............................... .................................................i i .............. ............ ...............:40'VC ..... ............ ............. .... ............ ....................... .......... .............. ........... ....... ....PI=1405.00 .......... .......... ................... .......... .........0 G2=-1.037/ ....................... .............. ..................................... .......... .............. .........uj.......... ......... .......... ................................................................................. ...... ................................? ............................ ................ .............................................. ...................... ............... OY gym. pp ap ..................... ...........z I i i c0im +C2 + ...................... ............... .... ........... ............................. .............. ..............C2.............. .......... .................. ..................... ......... .............................. .......... ........................FG:0 CL I14 z........... i FL 142,251 ........... ............. ...........-5....Z... ; 4 4.... ....... ------...........��OG 0 p s i ............................................................. .............. ................ .......... ............................................................. .......................... ................... ......................... ................ ............. ............................. ...... .......... .......... .............. ...................... ................ ............ ............................................. ............................. ........................................... ............. .............. ..... .......I....... ............... .......... ................. .......... .......... .......... .......... ...... ........ ...... ..................... ............................... ....................... ....... ............... ....... ................. ................................. .......... ............................ ....................... .... .................... ........................ 4........ .... ............. ....... ................. ..............t, t .......... . ............ ------ I PROFILE SCALE:Z i c i 1 PROFILE. N MON LANE HORIZ: 1 40............... .............. i� I VERT: 1"8' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SON 18+40.99 PCR SEE SHEET 91 PAYTON RIVE TC 0 S FIE 14 2.80 CONSTRUCTION NOTES BLDG&2 IS7 FF 14a5.37 BLDG 90 a Fl. 1482.3 16+00.00 PAXTON LANE CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 FF 1485.57 +T8.04 SN DRAGON 3.ASPHALT CONCRETE(PG 64-10)BLDG 9a•l5b ENO PAXTON LANE 6'CRUSHED AGGREGATE BASE FF 1486.37 15+6 BLDG 86 k9 TcR (D CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 FF 1486.97 ib+22 T FL 14 BLDG W 10, I ci483,0 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 ,F 14IiG� BLDG 07 k5l �7 BLDG 10 t6� BLDG W%Z BLDG 99%6% BLDG 98 tW FF 1486.57 FF 1486.97 FL 1482. 8 zri 13 25 FF 1484.17 FF 1484.T7 FF 1485.37 FF 1485.87 1:�l @ CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 16+92.72 PCR 1 +9.71 P:R 6 14 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3)TC 1481.6S CONSTRUCT 4'CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY TC 1482.08 8 18 S NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) FL 1481.75 FL 1481.36 TO 10+64.71 (TYP)2 F 1 C 4141.99 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 is is /TFL 11481.56 6 16 15 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 10+00.00 PAXT LA 13 F 48.15 11 ITIFI:�"T I U UKI CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 9 8 49 15+52. PCR C 2 @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 3 12 1 37 BLDG4"L 148 6 FL 1.19--(:4D8 FF 1485AT CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 BLD" 14+28.12 10 FF 1484.37 BLpt,gpin 19+28.56 PCR @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 FF 1485.97 i AND DETAILS SHEET 4 FL 10+22,54 BLDG 89 t&l 1481.96 @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D BEGIN P TON L HE 10+50.58 PCR (TYPHO z TC 148tT 6 FF 1486.47 FL 1481.4 BLDG 88 ICQ 0 @ PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E c ii+1.06 z 17+70.66 PC FF 1486.9715 BC 5 A INSTALL 130-X 301 RI-I STOP-SIGN PER CA MUTCD 1481.29 BLDG 4 W e 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B FF 1483.77 FL 1480.96 F 1486.97 BLDGe6 1*11 BLDG 96 144 FF 1486.67 BLDG*14* WLT BLDG 88 W BLDG 64 t" FF 1486.17 FF 1485.07 FF 1485.57 FF 1484.47 9 BLDG"le 134 IT 1483.67 NN BLDG 1.01 FBF LD148 FF 1483.17 BLDG74 19. 3.17 I � SEE SHEET 10 SEE SHEET 4 FOR fBLDG.75 FF 1482.67 SEWER, WATER AND BLDG FF 1482.17 SNAPDRAGON1 STORM DRAIN IMP BLDG I BLDC,&l Wt BLDG 89 W BLDG 119 NH BLDG M 140 'V FF 1481.67 FF 1480.47 FF 1480.37 FF 1481.07 S FF 1481.17 FF 1480.77 40 20 0 40 80 t2o PAYTON DRIVE SEE SHEET 8 PLAN: PAXTON LANE voc? 6v R/It/Is ICL DATA & CURB DATA GRAPHIC SCALE 1" 40'REVISIONS APPRV DATE SEAL, 2SOUTHPO TEDRI,VE.SUrrE275 J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEETBENCH MARK THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKC Pop ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR 0 F LAKE ELSINORE ,CST!N CA 926 CITY ELEVATION: 1400.873(NGVD 29) DIG ALERT 30 RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 4 949.588.13707 PRIOR TO CONSTRUCTION. PRIVATE STREET IMPROVEMENT 12 MY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.588.0709 OF IDESCRIPTION:2.7 MILES NORTHEAST ALONG ENoiNEERING COMPANY UNAUTHORIZED PLANS FOR CANYON HILLS PH 8 PA 1B RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN orange San 131�-Ri�-N&-�n W,Obls�gkmfldd f;. T' CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 12 INTERSECTION OF RAILROAD CANYON ROAD BEFORE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANCES TO THESE VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET YOU DIGI PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS z3 NORTHWEST OF RAILROAD CANYON ROAD, wltd� BY THE PREPARER FILE NO. 6.0 FEET SOUTHWEST OF POWER POLE OF THESE PLANS AND THE CITY ENGINEER. PAXTON LANE STA 10-22.54 TO 15-78.04 - -1853732E,1.0 FEET NORTHEAST OF A J.RUKAVINA,RCE-42866 DATE 0 MARKER POST,A BRASS IN THE E UNDERGROUND SE DESIGNED BY: DRAWN BY: CITY OF LAKE ELSINORE PLAN & PROFILE I1-800-227-2600 CHECKED INTERIM CITY OF C SCALE: SHEET SPECIFICTOP OF CONCRETE POST 1114 cal at bast 2 working days SERVICE ALERT BY: ENGINEER BARRY JJO'�prior to excavating. N!�M568 DATE DATE: