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HomeMy WebLinkAboutVTTM 36117 & 36118 PH 8 PA 2A SIP AS-BUILT_ I� 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 '���� STREET IMPROVEMENT o�� 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 IS REQUIRED TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTlLIT1ES,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 AT HIS EXPENSE. CANYON HILLS PHASE 8 PLANNING AREA 2A 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. VTTM # 36117 & 36118 = 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM,MONDAY ENGINEER'S NOTICE THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS 1 TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SHALL REQUIRE IMMEDIATE WORK STOPPAGE. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE - SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF o WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE k NEGLIGENCE OF THE OWNER OR ENGINEER. a NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL r UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48)HOURS PRIOR TO 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE ALERT (U.S.A.)AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. roa - OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS >� ^- HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 7 4 DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR WORK AREA AND RELOCATIONAND COST OF ALL EXISTING UTILITIES.SUBDIVIDER STRUCTURES NOTREPORTED OR IND[CATEd ON PUBLIC RECORD,OR THOSE MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE THE BEGINNING OF CONSTRUCTION. NEWPORT ROAD CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 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 CTE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PLACE PRIOR TO PAVING THE STREET SECTION,. S I T EOT BE SIBLE FOR,OR 9 AFTERALL TREET ROUGHECTIONS GRA ING,TO DETERMINE THEE TENTATIVE, IEXACTL SOIL TESTS WILL SECTION REQUIRED.BE TAKEN XSECTION �P�,O215 3 TFOR HESENPLANSRUSD CBAINEWRITOINGRANDES FOR THESE PLANS.MUST. THE ENGINEER PREPARING THESE PLANS WILL NBE APPROVEDNTHEL CHANGES TO PREPARER OFFBLE THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. CQ$� THESE PLANS. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND NSCOTT ROAD ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL 4 CONTRACQUANTITIES TORSHOWN SHALHEREON BE RE PRONIB�EIDED FOR FOR VER BONNGNALLURPOSES QUANTTIESLY. 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 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 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 EXISTING................................_......._...................................................,EX.EXIST PAD ELEVATION......._...._...........__..__..._....................................PE FLOWLINE...........................................................................................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 PORTLAND CEMENT CONCRETE.013 ...................................PCC FINISH GROUND..................................................................................FG QUARTER OF SECTION 11. AS PER TRACT 23484-4. N89*16'06"W. POINT OF COMPOUND CURVATURE BEGIN CURVE..............._...._.....-...-.....__...................................BC VICINITY MAP ASPHALT CONCRETE................................................................AC ENDCURVE......................_...._...._.........._............................,........EC 'I LEGAL DESCRIPTION NITS AGGREGATE BASE..................................-...........____............_.AB DIRECTION OF FLOW............_...................................................--►- LOTS 1, 2, AND 3 AND LETTERED LOTS 'A' AND 'B' OF TRACT NO. 30496. IN THE - MINIMUM.................................................................................................MIN �. CITY OF LAKE ELSINORE. FILED NOVEMBER 5, 2004 IN BOOK 367 OF MAPS, AT PAGES 17 DAYLIGHT LINE,.................... —ti— 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................................__................_.......................... PROPOSED..................................._____......................__........._ PROP } TOE OF SLOPE....................................__.... —— ENGINEER/CONTACT PERSON TOP of CURB...................................................................................Tc PROJECT BOUNDARY.............................___.................................-�--- 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 WATERLINE.........__............__.............................._......_.._....__..—W— ` Aat.. f0/29�ZDI�j WATER ...............-.................................................................................................................... WAT RETAINING WALL.............._....................................__...._.............. �>. ,. a STORM DRAIN ........ ...................................... SO o BARRY J,1 C AN 46568 DATE FIRE HYDRANT................................................................................ww o CONTACT PERSON:BARRY J.COWAN SEWER .................__.._......_..__...._.._..__....___.................................SEW o SEWER MANHOLE ............................._............................................ 0 S H E E T I N D E X INVERT ELEVATION......................_....................._........__........_ IE ..................... CIF PROPOSED AC PAVING....._...................._..........................__..... 1 TITLE SHEET CURB FACE................................................................... ; v OWNER/DEVELOPER SOIL ENGINEER 2 INDEX MAP PRIVATE..:....................................................................................... PVT PROPOSED AGGREGATE BASE.._.._....._................................. PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. 3 NOTES & DETAILS DRIVEWAY DWY PROPOSED PCC......................................................_......_.._...._ a 35050 CANYON HILLS ROAD 170 NORTH MAPLE STREET,SUITE 108 "'_""'......'"""_"-""""""' N LAKE ELSINORE,CA 92532 CORONA,CA 92880 4 DATA TABLES& LOCAL DEPRESSION DETAILS 2"COLD PLANE........___.-.. o LAKE ELSINORE, (951)509-7090 BUILDING SLOG +� 5 DARMERA STA 10+33.01 TO 16+00.00 6 DARMERA STA 16+00.00 TO 17+30.74, s ELDERBERRY STA 17+30.74 TO 18+93.33, A & IBERIS STA 9+19.08 TO 10+68.20 �1 c 7 SAVORY STA 10+00.00 TO 15+36.88 W D I D # 8-3 3 C 3 0 8 1 8 9..: I +E 'N11, a+ r3a QV 11/11/1-5 - m BENCH MARK, REVISIONS APPRVDATE SEAL: zsoum PoINrEDR)vE-sulrevs J-[a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET �. o ELEVATION: 1400.873(NGVD 29) DIG ALERT C S THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITHESSI LAKEFOaM!a,9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y 0 F L A K E E L SIN 0 R E m e THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QYf4 949.588.0707 PRIOR TO CONSTRUCTION.. - RIVERSIDE COUNTY DESIGNATION:E-14-70 o CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. Isilo PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG h`e� fy� (Fwc)9a9.588.0709 UNAUTHORIZED CHANGES OF RAILROAD CANYON ROAD FROM THE m ENGINEERING COMPANY rickengineering.com PLANS FOR CANYON HILLS PH 8 PA 2A GATT W BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD R p orange SanDkgo-Riverside-San Luis Obispo-BakersfelA-Sacamento enoeni.-rvesoa RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 Q ,c AND STATE HIGHWAY 71,122.0 FEET 't"� BEFORE �, 46568 YOU 0[G! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, //- -/$' * + "Y BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. in m F 6 FEET SOUTHWEST OF POWER POLE - FILE NOS, ry *1853132E,1.0 FEET NORTHEAST OF A I400-227-2600 KEN J.RUKAVINA,RCE*42866 DATE Jy CIVIL P o SHEET SPECIFIC TITLE SHEET INTERIM CITY ENGINEER 4rE. /3 /q(2, A.19 SCALE: 'I MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED Of CAGY Imo' 0 0 TOP OF CONCRETE POST E-14-70. Cal at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J.COWAN,RCE *C46568 DATE DATE: - � p I I i I i P PER SEPARATE PLAN SETJ ,',' ,a r Il,f i Y_, � 6,�',+, �� r l,tr .: �a0 ✓�t, f r ,, �1 T �� f`j./f rl � t�` PER SEPARATE PLAN SET } r! , t �, l^/ gg jj s ¢ t PRESTOh COl]AT J tv T}R3049b 't 04 ACCEss vluTy EAS Ana T 9 � F1 w , w .0 a C� f w F„ry. i `,,. � ..'�� (� , � s �, �,F, 1 -n F;'P�n �" ���;�. ny;` -� -°'".r'"`-• SEPARATE ATE PLAN SET A R z �r NY e ttYl / w _ w ,r" �'P�li���JfSt=3�� <Q FRgF ��..�..w.,a✓ � // ��'� _ � ,5 -` .*" /� i, .; �7 f{Ayl{7 t 1`CAI � ,4 ibb � =-,-.cB •2 FS�,A� t� j" ¢Bj 1 IlI / t j / I f " tt, , 1Jdj j� sTenora W 1 SEPARATE PLANSET t p f`I Iti4 31 Z`i [E R C n N a� kk ag 1 so INDEX MAP LEGEND PROPERTY BOUNDARY.._......... A N / ` U I1 T 1 a� Zoo ,00 o zoo 400 soo () Oe) GRAPHIC SCALE 1"— 200' ti m J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK REVISIONS APPRV DATE SEAL: zsoUTHPOINTEORroE-sulTEvs SHEET + ELEVATION: 1400.673(NGVD 291 DIG ALERT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH OR ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE K E E L S 1 N O R E m om, SIT L1 R THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR � 12 mmm, ga95Ba.moi CA9z630 PRIOR TO CONSTRUCTION. 2 RIVERSIDE COUNTY DESIGNATION:E-14-70 e A '� 11 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT (: DESCRIPTION:2.7 MILES NORTHEAST ALONG (FAX1949.588.0709 o �% ENGINEERING COMPANY ken UNAUTHORIZED CHANGES' PLANS FOR CANYON HILLS PH 8 PA 2A °F RAILROAD CANYON ROAD FROM THE BARRY J.COWAN s ginaer;ng.com "�- 2� CFO '� CAUTION: ENGINEER PREPARING UNAUTHORIZED PLANS WILL NOT E VTTM #36117 & #36118 7 m P INTERSECTION OF RAILROAD CANYON ROAD m orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacmmnnro-Phcenia-Tucson N a, AND STATE HIGHWAY 71,122.0 FEET BEFORE Q 4656E z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ' YOU DIG! Na• * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS I �N NORTHWEST OF RAILROAD CANYON ROAD, �l3/•/f c c 6.0 FEET SOUTHWEST OF POWER POLE -- - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ' m 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE'42866 DATE J} CIVIL �a FILE N0. o INTERIM C[TY ENGINEER Off. / ,y/ A �,� lO/L I SCALE: SHEET SPECIFIC „ MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF CAU /zo S - 0 0 TOP OF CONCRETE POST E-14-70. CaY at least 2 working days Drior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY .CO AN,RCE •C46568 DATE JDAT& INDEX MAP �Gj� I� CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES Q CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 58,076 SF 40' 3"ASPHALT CONCRETE(PG 64-10) —6.0"PCC 6'CRUSHED AGGREGATE BASE '" •" Pt Q2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 75 EA 5'PUE 4.5' 20' 20' 4.5' 5'PUE SUBGRADE(95% MIN RELATIVE Q3 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 2,927 LF COMPACTION TO 1-FT MIN DEPTH) f 0 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 870 SF n PCC DRIVEWAY APPROACH 4' r 4' (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) NO SCALE MIN 1 � O C! ` MIN © CONSTRUCT 4'CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 13,172 SF 2y 2% QCR 2% /?'' 2% STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) 2:1 MAX 20 MAX Q7 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 3.0'AC (GREENBOOK SPEC 203-6) 6/ 6.'. ® CONSTRUCT CURB RAMP & RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 6 EA stl6.0'CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-2.2) 1 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 20 LF - 3 13' 6' 3 _ 10 CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 SUBGRADE(957 MIN RELATIVE 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 224 LF n AC PAVING COMPACTION TO 1-FT MIN DEPTH) 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO'LD201 3 EA NO SCALE WATER MAIN/ f SEWER MAIN AND DETAILS SHEET 4 KmCf 13 PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 5 EA BASE & SUBGRADE TO BE COMPACTED TYPICAL CROWNED PVT DWY SECTION 14 PAINT 12"WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 5 EA TO SOILS ENGINEER'S RECOMMENDATIONS. NO SCALE p$ O INSTALL(30"X 301 R1-1'STOP-SIGN PER CA MUTCD 5 EA - PRELIMINARY STRUCTURAL SECTION (3"AC/6"AB) NOTE: DRIVEWAYS WILL BE PRIVATELY MAINTAINED. M IS BASED ON ASSUMED R-VALUE OF 30 AND I 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 6 EA TRAFFIC INDEX OF 5 PAVEMENT SECTIONS NO SCALE CURB INLET CATCH BASIN 70' 54, BACK OF CURB _ 3.5' 3.5' 4.5' 24' 3' 3' 24' 4.5' 3.5' 6" CURB LINE 6" I I V 1-3/16" W V 1-3/16' 1.75' 1.75' - 4' 4' 7-13/16" 4' 7-13/16" 1.0" - SDWK 1%99` SDWK �.Ok_ 2% 2.0% 2.0% 2% 2:1 MAX 20 MAX LIP OF GUTTER 9 11 TYPE'C' +TRANSITION LENGTH +TRANSITION LENGTH TYPE'C' 6 11 20 13' 11 6 C& G I 4'TYPE'C'C& G TO 4"TYPE'C'C & G TO C& G CONCRETE CROSS Q� g 8'CURB FACE AT INLET 8"CURB FACE AT INLET GUTTER (W = 35) + SEWER MAIN /+FOR TRANSITION LENGTHS SEE RIV CO STD NO 311 NO SCALE WATER MAIN STORM DRAIN ( !: GUTTER DEPRESSION/TYPE 'C' CURB A GUTTER TRANSITION AT INLETS ENTRANCE SECTION NO SCALE NO SCALE NOTE: DRIVEWAY WILL BE PRIVATELY MAINTAINED. I LEGEND I $ PROPOSED AC PAVING 0 ® PROPOSED AGGREGATE BASE o PROPOSED PCC $o 2-COLD PLANE S <o I E o� m N 3 CAUTION! LOCATION OF EXISTING UTILITIES ON ws THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR 4 *E PRIOR TO CONSTRUCTION. a �o� a� Riui,S REVISIONS - APPRV DATE SEAU ISOLIIH POINTS DRIVE-SUrrE 27s J-14905C CAUTION:LOCATION Of EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK: DIG ALERT 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 III m% ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q0.OTESSI . LAKE FOREST,CA 92630 PRIOR TO CONSTRUCTION. 3 RIVERSIDE COUNTY DESIGNATION:E-14-70 949.588.0707 e r CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT yNDESCRIPTION:2.7 MILES NORTHEAST ALONG o Fyn, (FAX)949.588.0709 UNAUTHORIZED CHANGES, OF RAILROAD CANYON ROAD FROM THE h ENGINEEIUNCCOMPANY rickengineering.com PLANS FOR CANYON HILLS PH 8 PA 2A m e- GALL W BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 7 INTERSECTION OF RAILROAD CANYON ROAD � r^ o.ange SanDiego-Riverside-SanWisOMspo-eakenfeld-Sacramanm-Phoon&-Tucson VTTM #36117 & #36118 N"� AND STATE HIGHWAY it,122.0 FEET ,11"� BEFORE Ro, 46568 z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE N NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG, Yf * ,E PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6.0 FEET SOUTHWEST OF POWER POLE DATE - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. m m •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAYINA,RCE"42866 - DATE J} CIVIL IN 1 MARKER POST,A BRASS DISK SET IN THE INTERIM CITY ENGINEER 4jf OQ� p +e..�--- SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT CHECKED OF CAUY� R 0 0� TOP OF CONCRETE POST E-14-70. CaY at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY JICO AN,RCE "C46568 DATE DATE: NOTES & DETAILS ��__ I CENTERLINE DATA CURB DATA TABLE N0. DELTA OR BRG. RADIUS_ LENGTH REMARKS 80. DELTA OR BRG. RADIUS LENGTH REMARKS 51 A=18.41'48" 400.00' 130,53' DARMERA A=93.58'16" 20.00' 32.80' TYPE 'C' C&G 52 N87.43'05"E 66.20' DARMERA A=104.07'28" 20.00' 36.35' TYPE 'C' C&G Q A=59-25'13" 220.00' 228.16' DARMERA A=go-Do,00" 20.00' 31.42' TYPE 'C' C&G Q N28-17'52"E 239.62' DARMERA ® A=go-Do,00" 20.00, 31.42' TYPE 'C' C&G 55 A=94.52'20" 40.00' 66.23, DARMERA ® A=86'45'07" 20.00' 30.28' TYPE 'C' C&G © N66'34'28"W 184.34' ELDERBERRY It,=80'10'45" 1 20.00' 27.99' TYPE 'C' C&G 57 N06'42'05"W 40.52' SAVORY I 05 A=94'52120" 1 20.00' 33.12' TYPE 'C' C&G 58 A=13-05'55" 220.00' 50.29' SAVORY F287A=94'52'22" 1 30.00' 49.68, TYPE 'C' C&G Q9 N06'23'50"E 141.72' SAVORY 60 A=17.01142" 300.00, 89.16' SAVORY © N23.25'32"E 215.19, SAVORY ©, N69'49'21"W 101.81, IBERIS 63 A=06'46'35" 400.00' 1 47.31' i IBERIS 64 N76'35'56"W 1 53.80' IBERIS 6 6 6 6' R 6' 6' _ I a N Q o� -c'�-- "ti--`'tea="' ' ' O LOCAL DEPRESSION DETAIL CB NO.2 O3 LOCAL DEPRESSION DETAIL CB NO. 3 O LOCAL DEPRESSION DETAIL CB NO. 4 7' INLET @ STA. 10+58.14-O.S. 27.00' RIGHT 7' INLET @ STA. 10+56.56'"O.S. 27.00' LEFT 21' INLET @ STA. 12+86.81-O.S. 20.00' RIGHT IBERIS IBERIS SAVORY SCALE:1"--20' SCALE:T"=20' SCALE:1"-20' U 9 O a CONSTRUCTION NOTES N' �N . 12 CONSTRUCT LOCAL DEPRESSION N0.2 PER RCFC&WCD STANDARD DRAWING NO LD201 $ AND DETAILS SHEET 4 /g O m BENCH MARK, DIG ALERT REVISIONS APPRV DATE SEAL: 2SOUTH rolanE DRIVE-SUITE 275 a-+49osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m ELEVATION: 1400.873(NGVD 29) _ -L THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE E L S 1 N O R E __ QAOfESL LAKE FOREST,CA 92630 M-�r.111T.-1. �. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'1 PRIOR TO CONSTRUCTION. w 949.588.0707 4 c RIVERSIDE COUNTY DESIGNATION:E-94-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT P R 0 V E M E N T DESCRIPTION:2.T MILES NORTHEAST ALONG , ^ (FAX)949.588.0709 UNAUTHORIZED CHANGES' OF e� RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN i ENGtNtiRRINGCOMPANY .ickensmeering-�om PLANS FOR CANYON HILLS PH 8 PA 2A r' CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 7 INTERSECTION OF RAILROAD CANYON ROAD A Orange Sm Dies,-Riverside-San W,Obispo-Bakersfield-Saa -,-Phoenix-Tumn VTTM #36117 & #36118 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AND STATE HIGHWAY 71,122.0 FEET �„ BEFORE No, 46568 S NORTHWEST OF RAILROAD CANYON ROAD, vDu otc! / ,3�7/s * y PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KE J.RUKAVINA,RCE-42866 DATE J} CIVIL �p FILE N0. o INTERIM CITY ENGINEER �l @ SCALE: SHEET SPECIFIC DATA TABLES & MARKER POST,A BRASS D[SK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY OF LAKE ELSINORE FOF CALYX " w` !o/Z7j�oI� LOCAL DEPRESSION DETAILS 0 0 TOP OF CONCRETE POST E-14-70. Call at least 2 working days prior to excavatlrtg. BY: BARRY J. OWAN,RCE C46566 DATE DATE: GJ i wo .......... ............... ................... .......... ..................... ........................ ..................................... ........... ................................................. ..................... ...........71V ............... ....................... ......................... ............................ .................. .......... ............................ .............. ---------............. ............ ................................................ ....... ......cR ei q_a m ................Z%C2 ............................................ .......... ....................... ........... ....... .......... .............. .......................................... ......................... ............. ............................ ............. ...... ................ ....................................... ............ 4.......... Of ................ ........... .......... ......... ........... ............................. .......... ............. ............................................. ............................... ........ ......................40 C .............................................................P T,............ 0.00 ..................................... .................... 1=2.00%13............................. ............ ............. 40 VC 13 O ........... ....................... ............. ...........14 w 161 ........ ....................... ........................................... ... ...... ............................EE WTERS'Ed ION Ir GI DING BELOW .......... .......... ........ .............g C2 7r z............. . ............++ jG,lirl-� ..................... ........07, .......................................... ..... ............ .............. ...........r ----------........... ........................................ .......................i .............. ... ..... 1�1 I .......... .............. ........................... ................ ........... .........................i .......................... 4 4 ........... 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PROFILE SCALE: o .................... ...... ............ ............ ........... ................................................... ............... .......................M RMERK HORIZ: V�40' PAM a )A VERT: V� SEE SHEET 7 10+00 11+00 12+00 13+00 14+00 SAVORY 15+00 16+00 SEE R TASSEL WAYlt CONSTRUCTION NOTES T C STREET IMP PLANSUDG (D CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 3'ASPHALT CONCRETE(PG 64-10)BLDG Fl�J3 F 140 _tf 6'CRUSHED AGGREGATE BASE CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 �?4fi� �✓ BLDG64 ��� 2 37 G71 0, QO Q3 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 ky �4 7+ .99 TASS�L WA MATUM IK 3If ITER CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 &11EEET T (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3)7 SBEET IMP 1111 PLANS BLDG 74 16 0 13j5.6Q1 FF 1399.77 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY iD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400)54 FF L_1396,9�2 55_M13 F.139 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 bAU ?F �A��WAI TC 1 95. 6 O(TYP) CONSTRUCT CURB RAMP & RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403 3 lbTC 1395.81 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 +63. 1 1'� F, 13, @ CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 B 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 F 1`1 I��- X75� �LDG�'L FF'Tqt-qT_ @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 �fl 139967 AND DETAILS SHEET 4 -BLDG Fr 11399iOV1�1­ 0. P BLDG @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D TC 1-FL FL13 5.' ���� FF 1.410 47 G 5269 IPAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 1399.9 @ INSTALL(30'X 301 Rl-11'STOP-SIGN PER CA MUTCD b 53 1 I 99.0 1+9 .7 F 99.07 -c� INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B 3 BL FF, 99.ER I �z,TC I 5 32 5 T 'FL 13 + 0.0 0 FF 1400.7 51 �,BLDG + BLDG 36 \ I , , FF 1399.47�13 7 FL`FL` 96 2 13 o FF 99 97 BLDG 4 T .29 99 LD 0.4 L TC' B 13 FF VO" 0.47 BID v 9. BLDG FL 5 9 BLDG 37 FIE 1400.3 B 42 SEWER,. WATER AND FF 9.67 us STORM DRAIN IMP BLDG 4d�P ST /I 13999 S 4 FOR 40 20 0 40 so 120 PLAN: DARMERA SEE SHEET aimm BENCH MARK: lklob 8 V 111H//,5 ICL DATA & CURBDATA GRAPHIC SCALE T'= 40'E 0 REVISIONS APPRV DATE SEAL: 21 UTHPO TI DRIVE-SUITE 275 J-11491)5C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS THESE PLANSARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE HAVE BEEN REVIEWED FOR COMPLIANCE WITH SHEET ..T!N ELEVATION: 1400.873(NGVD 29) DIG ALERT 00 W,&ALC _%" 31—�%la. E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR US% IOU CONSTRUCTION:RIVERSIDE COUNTY DESIGNATION:E-14-70 THE 4 PRIOR TO CONS 5 DESCRIPTION;2.7 MILES NORTHEAST ALONG —_ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT 09 OF ENGINEERING COMPANY UNAUTHORIZED CHANGES: PLANS FOR CANYON HILLS PH 8 PA 2A 2:. RAILROAD CANYON ROAD FROM THE CALL BARRY J. 0 AN' Sa,,[yW- S­Lw�Obi,p,-13,1,­f0d- CAUTION�THE ENGINEER PREPARING THESE PLANS WILL NOT BE INTERSECTION OF RAILROAD CANYON ROAD BEFORE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #30117 & #36118 AND -Na, 465 8 STATE HIGHWAY 71,122.0 FEET YOU DIGI PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, PREPARED UNDER THE DIRECTION OF: 6.0 FEET SOUTHWEST OF POWER POLE -BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. DARMFRA STA 10+33.01 TO i6+00.00 FILE 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 1RUKAVINA,RCE-42866 DATE CIVIL aT INTERIM CITY ENGINEER ISCALE: SHEET SPEC IFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED OF C 'biv in ,5 6N TOP OF CONCRETE POST E-14-70. Cal at least 2 working days prior to excov DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE BARRY J COVi RCE *C46568 DATE JDATE: PLAN & PROFILE vP .......... ....... .......... .............. i 4A-7A' .0 e2........... ............ + 42 ..................................... ........... ............................................................. ....................... ............... ................ ............ ................................. . ............ .... ............. ........... ........... ii C ----------- 8'O V ............................ j6 I G l=-0 8 W/ 10 ... ... ........... . ............ ......................li....... ­­�­­ l - I Q Ni ............ ............................... ...... ..... ..... ......... ......... .......... ............ ............. ....................... .............................. ................ . ............... ......................... .................................... .......... _/............. ..........I . I - ,.1 t.......................... . . ........... ............. ............ +............OG#cl�­ .......................Z .......... .............. N. i ................. .................... FG 0 C.............. ............................4 C, 2.2%............ ..................................................L Rl .................w ......................................................... ........... ............ ...... .................................... a%ago 1 do Y'cL ......................... ............. ..................... ............... ............................ .................... ................ ............................... . .....jTt,3Q'T4 �L.QERI!ERRY. .......... ................................... --- ...... ............. 4�........................ ................f5l 1396.45..................... .......... .......... ............ ...... ........................ ....... ............. ................ ............................................ ............. .................................... ............ ............ ................................... ..................... ..................... ............ ........ ............ .......... .......... ..................... ...........A II .......... .................................... ............................................... a. .......... .......... +.......... ...................... ........................................... ...... .......v. L 13 ............... .... ........ t ........... ...................... ......................... ............... ............ ........... .................... ................ ........... ........................ .......... .......... .......... ................................... ......................... ........... ............... ........................ .....................�O_.......... ........................... ....... ..........IPROFILE SCALE: O.15 I_M50% -).Box 4 i........ ...................... ............... .............. I .............. ..................................... ............ HORIZ: 1::40' PROe BEA I 8 E L D ps A's",'FILE-'DARMERA4 EARY ............. VERT•. 1=8' 9+54.30 11+00 16+W 17+00 18+w i;+00 TC 13'3 4 9+00 10+w 12+00 FL 1393.51 3 931 1 TR 36117 & 3611 SAVORY B Lia,+64.30 + STREET IMP PLANS CONSTRUCTION NOTES 13 66 7 0,0'A FdE 4HEE�T 7 FL 1393.36 3 11+22.00 IBERIS=b CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3��BLCG + L WAY 16 15 fF 14011,4T 3'ASPHALT CONCRETE(PG 64-10)r-4 6'CRUSHED AGGREGATE BASE 9 12 0 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 11 ttt CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 0 1400.67 12 9+19 08 BEGIN IBERIS= CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 -----712+-93.69 SAVORY 7 6 10+61.27 END MEDIAN (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) TC 1695.t$6 4G D AN,T____9+6 j k� 44 CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) 0 BLDG 2 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 I CONSTRUCT CURB RAMP& RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403 16+ SEE FF11318� 13 1 93.:00.011 M TCHLTNE CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 C 4.51� Tl­ ljw II@ CONSTRUCT 4-TYPE T'CURB PER RIVERSIDE COUNTY STD NO 204 FL r-_20' 9807 LOG 541 'BLDG 67- ------- CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 [ SE T(TYP)2 cr 1398.47 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 FF 1398.47 lb+!lj.j • AND DETAILS SHEET 4 +64.5 36.50-� 'S e"STIll'A 6 j 24­r-�SI-1. f4 cc C I IN PAINT WHITE'STOP'LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D LU 16 B @ HEET 63 FF quju I PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 2% .87 8+ 111 IT @ INSTALL(30'X 301 RI-I'STOP-SIGN PER CA MUTCD P)+3 FF 1400.�N P EWE 5 - 1 1 I I I "1 6 i 3 1+15.Q8 RBE6Y INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STO.NO.402B FF f [( FL Lo UDG 5 ERR F 108.IF 1398. ELDEAB FF I FF 1398.47 n5 LIL L L-4 BLDG 8 IFF 13911.1_7+30.74 DA SEWER, WATER AND F 139 RMERA= .8 p - 7+30.74 ELDERBER 8+ 1 1 8 2 I96. BLDG,18 1 B SAVORY ��ftTT�lj STORM DRAIN IMP 8.7 F'U AL US R PLANS 1396. 8 19 FF 13 F 39 o eL E 8 19 L 9 D FS 98.67 c SHEET W ET 4,,5Ee, E SEE 40 80 120 IW- SEE SHEET 4 FOR 40 20 0 PLAN: DARMERA, ELDERBERRY&IBERIS qjoe) fbv 1(/11/1-5 L GRAPHIC SCALE V= 40'APPRV DATE CAUTIONg LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK: SHEET REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL- I SOUTH POINTE DRIVE SUITE 211 '-I 490 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY OF LAKE ELSINORE ELEVATION: 1400.873(NGVD 29) mo AS-?w%L:r cjA60&sc THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 6 DIG ALERT LAKE FOREST,CA 92630 949.588.0707 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 ENciNESIUNGCoMeANY (FAX)949.588.0709 UNAUTHORIZED OF ti . to RAILROAD CANYON ROAD FROM THE CALL, BARRY J.COWAN O..g. Sm V,go Rl,,�d,Sm L,Obls�Bk,,f,,4d CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE PLANS FOR CANYON HILLS PH 8 PA 2A 7 INTERSECTION OF RAILROAD CANYON ROAD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 z Iall x RO BEFORE No. 46566 HIGHWAY 71,122.0 FEET YOU DIG,Z; NORTHWEST OF RAILROAD CANYON ROAD, IIA/v&- PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS AND STATE ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER 0 THESE PLANS AND THE CITY IDARMIERA STA 16+00.00 TO 17+30.74-1853732E,1.0 FEET NORTHEAST OF A 1-800-227-26C KEN J.RUKAVINA,RCP-42866 DATE CIVIL SCALE; SHEET SPECIFIC ELDERBERRY STA 17+30.74 TO 18+93.33 FILE N0.0 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER I 0 Ivy lawc ERIS STA 9+19.08 TO 10+68.20 OF C ry; 5 TOP OF CONCRETE POST E-14-70. least 2 working days priorDESIGNED BY: DRAWN BY: BY: I CITY OF LAKE ELSINORE BARRY J.CdWAN,RCE #C46568 DATE DATE-. PLAN & PROFILE .............._................ - ',....b....i............i" _ _ - _ »>_ i _i r ...... r ..+.._ �......s. .. ;......a......)....%....,i,,..;.......6.....->..... _ . _ ___ _ ; a r i i [ i o- .... a,....:....-a....s...,.. .: i i i 2 ' i ; i - .......... i - i PI-1394.34 : ' 3 y , r .. . ._ { , 11 V} §t M 4001(10 :.... ING T _ + + $yA 139 66' i .N GRAL 5 a - . : . I : 4 - 4 .7. _ s YL 93 69 SAVORY. i ;. . gg 33 .: X-3.70' OGt L C f S i i Y : :1:394.3g ffio s s J : . : - : : : ;- U r ...a...a, a._x ....., r............e... .__......._.._..e.._.........._..................>..._.i........._'................ �.,..i...'...:........_ ......i ,..3.......b......t...,..•i.......i....," , a a r a c a c c � ' ' ��1+ i 0.5 , - r a r a a , a ; , x : i i y ir r r , r > r < r a w s .c,.,._.......a.......a................ ..................a. :..... .a.. W,.,,.... i i : : i .._.. PROFILE SCALE : E a. O�r�1= SA'II'OR'Y` HORIZ: 1"40' s i ; DARMERA 10+00 11+00 12+00 13+00 14+00 IBERIS 15+00 16+00 TASSEL WAY SEE SEE SHEET 5 SEE SHEET 6 STREET IMP PLANS - I ~-� sb,, CONSTRUCTION NOTES „3. """"`""�"'" "^'--• �� "` CO STRUCTURAL SECTION PER DETAIL SHEET 3 R ' B B > -, SSE/ w O -10! 1 98.3T F 97 97 FF 13 1. Pt M � `" . �` �/4 Y w : LLDO' ✓ � g c f CONSTRUCT AGGREGATE(BASE 4 1398BLDG U2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 C ��x__, f 6 B 3 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 ' SEE HEE 26 �p(,gg SE 2 BLDG a A9.07 ! » �a�FF �,,,,-_9+4• „• .ay CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 3 ¢v 1393.8 ..- T ( i ' (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3)j( L 139.51- CLdSfER CONSTRUCT 4-CLASS 8 CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 9+57 79 PCR'` ` E SH T 24 1 B� + .4 P IB 82 �LDG i im STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) 1 -- TC 1393,82 8 �+ FF 1 9'�.67 C 13 5,9 l FF 1 47 FF-1 96.6T t to - 13950 (" 1393 49 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 47 ,� a. m m-IC 131398. It CONSTRUCT CURB RAMP& RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403 14 BC PL 1394.13 F 139g t Tr ONE CONSTRUCT 6"TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 dd SAVOR R `BG �� B 28 *• C 1 94.60r ( o - FF 97�T 144+ 04 bLUS � � 10 CONSTRUCT 4-TYPE ID'CURB PER RIVERSIDE COUNTY STD NO 204 1 B : w ''.. 27 8 'A-6' o y r FL 1 94 27` L.. ' S 11 CONSTRUCT TYPECURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 �e . .. { I FL 1395.711:. - 5T94t71.04 SAVORY J DEPRESSION NO 2 PER RCFC&WCD STANDARD DRAWING NO LD201 •1 + LD R "'.'' `^8� lO2 CONSTRUCT LOCAL DEPR 5 - -- -- 12 +ti, .r, a I 13 14 " 4 A24 `: FF 13 j�7 t I ij' AND DETAILS SHEET 4 - I 'ry 1�98a7 O PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL 6 61 3 I _ 6 : 6 m 8 �r +93;g9 SAVORY - 1+ 1. `;a �%-*SA V h F 1 6 0 14 PAINT 12"WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E D 0 10+10y0f S ORY= _• 8�4� +1 5.81 TC11395.46 9+ 0 ERIS �`- '^>•..„, �.� OrtIe� ^� i26'1 I 0 12+ E A^"" '-\\ A�. f .26 >,• T 13 6. 6 15 INSTALL(30"X 309 R1-1-STOP-SIGN PER CA MUTCD $ FL 1 95 46 L w1395. ¢ +86 13+3 FL 1396.03 S .. CL CB, 4 TC 139q.6O 4/ �`Z 15N� o =1 96 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B vq� 00.27 1395 O7 8 ,h B tiwV g FL 939,4.27 BLDG 67 q+ ">ot 3 (r OiS .87 �-. FF 14 `'yy a '` BLD 2 j T 1 R=50' FF 7 R FL �394.?�---•..' F t o �+�,' ti� 98.47. TERM ' l j •'$ItDG 88 6 .�/. - E SEE T 26 ^� 'q FF 1397. J,- G 12 -7~ + O P /S•.1z oa< FF 139T.71 \\ o S> a FF 1398.8, <. C �. 15, g 73 j i+36. B END SAVORY y a F 13 7 p FF`144 0.6 �". CL�ISYER L r� 16 t FL 1 95.67 $ x""'7 "Y, q a r '.� SEWERR AND WATE 'ST { 4 r T 139 1398 z- STORM DRAIN MP z a i 4 !� • ,-»�F' s9ill�`j) ' ,z Fse „� s H + L 1395 PER SEPARATE PLANS d:....'"�.. ;?'!":= _ C 13 5.5 ../ - w - 40 20 0 40 80 720 DARMERA FL 1395.18 SEE SHEET 4 FOR o I ' PLAN: SAVORY ELDERBERRY #mm SEE SHEET 5 SEE SHEET 6 voto gv riiwv CL DATA & CURB DATA GRAPHIC SCALE 1n= 40' E 0 BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEALS 250UTH POINTS DRIVE-SUITE 275 4-14905C 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 1 T Y O F L A K E E L SIN ORE 'g ELEVATION: 1400.873(NGVD 29) Mo - 1 s c THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR P �Ok1Y LA95E88°a,o;`"926so PRIOR TO CONSTRUCTION. 7 o RIVERSIDE COUNTY DESIGNATION:E-74-70 l CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. - PRIVATE STREET IMPROVEMENT DESCRIPTION:2.7 MILES NORTHEAST ALONG '"'-' '-"" c^y� (FAXl949.588.0709 UNAUTHORIZED CHANGES� OF +� RAILROAD CANYON ROAD FROM THE w ENCINEERINGCOMPANY rickengineering.com PLANS FOR CANYON HILLS PH 8 PA 2A " CALL --- W BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 7 INTERSECTION OF RAILROAD CANYON ROAD BEFORE 46568 a orange San Dkgo-Riverside-San Luis Obispo-Bakersfield-SacremeMo-Phoenix-Tucson RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #3811T & #36118 AND STATE HIGHWAY 71,122.0 FEET w YOU DIG! No. NORTHWEST OF RAILROAD CANYON ROAD, - > /. -�.f r 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. SAVORY $TA 10+00.00 TO 15+36.88 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. KEN J.RUKAVINA,RCE •1853732E,1.0 FEET NORTHEAST OF A I-800-227-2600 '42866 DATE .r} CIVIL �e ,,//�� o INTERIM CITY ENGINEER �tE w._ Q Ghia.�..� SCALE: SHEET SPECIFIC :. MARKER POST,A BRASS D[SK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED CITY OF LAKE ELSINORE OF CAU PLAN & PROFILE S S TOP OF CONCRETE POST E-14-70. Call at least 2 working days prior to sxcavatin9. BY: BARRY J. CWA ,RCE -C46568 DATE DATE: f