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HomeMy WebLinkAboutENG-2021-00387 Street Light Plan 21-416-21-417 GENERAL NOTES CITY OF LAKE ELSINORE cc 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN 74 CANYON W ¢ O¢ LA THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE OF OF STREET LIGHT PLAN HILLS LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE PROJECT ROAD LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE NEWPORT ROAD LIMITS OF THE PROJECT.THE CONTRACTOR REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE SITE HILLSIDE PROTECTION OF ALL UTILITIES,PIPES R STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTILITY(IFS) IMPROVEMENT PLANS DRIVE DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED DR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE �\O�PO• 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND O STANDARD DRAWING THE COUNTY OF RIVERSIDE,IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH FOR TRACT 38008 THESE STANDARDS ANDD CODES AT ALL TIMES. LOSS FD 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ) �/ i /I l , -jam r BUNDY CANYON SCOTT ROAD ANY WORK CALL FOR INSPECTION AT(951)674-3124,EXTENSION 247 BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM FIt I ,l�>/ 'Y TRACT 36110 MONDAY THROUGH THURSDAY CUNTON KEITH ROAD 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH sss���� II � J I=®p aFFa MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. I -�� II w� - - �2 \e \\\; \ (Ip !. zoo a 100 zoo Soo eoo 5, R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE J08 SITE,AT ALL TIMES DURING CONSTRUCTION 1 !r q4�+ (1"-200') TOWNSHIP:EIS 6, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY - �yj II i /r'.. . \, �� VICINITY MAP =JJ �' *.... � \ 'w 45�¢°\ ✓ ` ✓ i��\ RANGE:4W UTILITIES CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO I 7 U I� � '°\ �\' �� NOT TO SCALE �> r { yyII / « - SECTION:10,11 BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422.4133, � �\� AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. t -1 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND �COST OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO BEGINNING CONSTRUCTION ` ? TRACT 1Wl� - `• �� \ -"y \\� 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER WATER, TELEPHONE, r/, I 4 LOT YfD101 ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION /I „�- ''• 1 1 J ` \~ \� �\ \\y� ABBREVIATIONS: 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE a*,\ a A DELTA LP LOT POINT THE EXACT SECTION REQUIRED SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY k f1, �• .�r,,,� �''" 1 AC ASPHALT CONCRETE MAX MAXIMUM TRACT 36I 60 59 58 57l� o F BC BEGINNING OF CURVE MH MANHOLE 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VENIFIED PRIOR TO MNIGLE FAMILY ^; ,. 'y BVC BEGINNING OF VERIDICAL CURVE MIN MINIMUM CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED ! 1 t,". LOT \♦ ~` 'TRACT. R�§I®�MHl�ad \\ _____ �,( OW POTABLE WATER N0. NUMBER PLANS.THE REVISIONS SHALL BE IN THE FORM OF'AS BUILT'PLANS SUBMITTED TO THE Cltt ENGINEER FOR APPROVAL d - -STREET"A" OPEN§�e,�(S '" ;,�� � EC END OF CURVE PCR POINT OF CURB RETURN PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT (PRIVATE �i 1 , m 46 ��T alb®' EP EDGE OF PAVEMENT PI POINT OF INTERSECTION EL 11 STANDARDSALL , APPROVEDTION DISTURBED OR BY THE CITY ENGINEER CENTYERLINERING S ARE TO BETION SHALL BE REPLACED TO CITY FURNISHED TO THE CITY ENGINEER �d ;f 3 2 Q�e� 45 47 48 49 50 51 52 53 54 28 \ EVC END OFIVERTICAL CURVE POP. PROPOSEDON PRC POINT OF CURVE UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED /a',•La. �w co fl 55 56 29 EX. EXISTING R RADIUS 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY / FL FLOW LINE RCW NON-POTABLE WATER BEFORE ISSUANCE OF SAID PERMIT THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH ],,rJ ye is hQ 4 \ 44 43 42 41 40 39 38 37 36 35 34 30 LOT 0 f' G GAS FINISHFS SURFACE � RIGHT OF WAY SEWER - " i 5 __UTREE�j,C --�--- T3 32 31 27 ,�rl . CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THEENCROACHMENT PERMIT MUST O )(R^�,((,' LUI� GB GRADE BREAK SD STORM DRAIN (PRIVA BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET - OFIMPROVEMETPLANS I` C�V`IM SPACE/E/ HP HIGH POINT ST STREET 6 $���j SL _ (�,, Sp,M AREA INV INVERT TC TOP OF CURVE 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS,PLEASE MAKE " .F ^^ , - 7 8 9 (PRIVATE) �(�p ,��, L LENGTH VC VERTICAL CURVE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS, .. ,. I STREET°D" 1 D 11 12 13 14 15 16 17 18 19 20 Q1 p2 23 24 26 -� < 25 k + h / I RAILROAD STREET"E° � LEGEND: w CANYON ROAD (PRIVATE) 1}(PUBLIC) TRACT BOUNDARY !)d W PROPOSED WATER MAIN + RIM -RIGHT-OF-WAY EXISTING STORM DRAIN STREET CENTERLINE - �(81-G- - EXISTING SANITARY SEWER PROPOSED CURB&GUTTER - EX-.161W - EXISTING DOMESTIC WATER MAIN EXISTING CURB&GUTTER ---E9E-48"ROW- EXISTING RECYCLED WATER MAIN FLOW LINE EXISTING ELECTRIC/CABLE TV PROPOSED STORM DRAIN - BFTELE - EXISTING TELEPHONE LINE 8'SS-- PROPOSED SANITARY SEWER 8-C - EXISTING GAS LINE --16'RCW PROPOSED RECYCLED WATER MAIN 106 CONDO UNIT NUMBER © CONSTRUCTION NOTE o- STREET LIGHT ACCESS AND UTILITY EASEMENT FIRE HYDRANT 0 PROPOSED SIDEWALK -- WATER SERVICE ROCK RIP RAP OWNER TRI POINT HOMES 1250 CORONA POINTE COURT,SUITE 600 CONSTRUCTION NOTES AND QUANTITIES: CORONA,CA CD (951)42"4002e-aaoo 0 CONTACT:CHRIS WILLIS o 1O INSTALL RESIDENTIAL LIGHTING(9500 LUMEN OR LED EQUIVALENT) 11 EACH � PER CITY OF LAKE ELSINORE STD.NO.501(PRIVATELY MAINTAINED) ENGINEER MOB CONSULTING O 17320 INDEX SHEET NO. BASIS OF BEARINGS RVINE,CA 926ILL AVENUE,SUITE 350 F- IRVINE,CA 92811 THE BASIS OF BEARINGS FOR THIS MAP IS THE WEST LINE OF MAP IS THE 2 1 U TITLE SHEET,INDEX MAP CONTACT: TACCT:T:ED LENTH STREET LIGHT PLAN 2 WEST LINE OF LOT'A'PER TRACT 30496 M.B.367A 7-25.SHOWN AS BEING Noo1515'w SOILS ENGINEER I- ALTA CALIFORNIA GEOTECHNICAL INC. Z LEGAL DESCRIPTION 170 NORM MAPLE STREET,SUITE 108 LOTS 2,'CC'AND'EE'OF TRACT NO.36118,IN THE CRY OF LAKE ELSINORE, CORONA,CA 92878 COUNTY OF RIVERSIDE,STATE OF CAUFORNIA,AS SHOWN BY MAP ON FILE (951)509-7090 0- IN BOOK 450,PAGE 10 THROUGH 19 OF MAPS IN THE OFFICE OF COUNTY CONTACT:SCOTT A.GRAY RECORDER OF SAID COUNTY.EXCEPTING THERE FROM RIGHTS TO WATER, Z INCLUDING SURFACE AND GROUNDWATER RIGHT AS CONVEYED TO ENG-2021-00387 ELSINORE VALLEY. WDID 8 33C393753 a BENCHMARK: Oro SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE �- �' 9 REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SHEET ELEVATION: 1400.873(NGVD28) C 11 bf-' _.v,• -- --_ __-. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND QROFESS/p APPROXIMATE AND SHALL BE VERIFIED BV CONTRACTOR PRIOR TO CITY OF LAKE ELSINORE 1 I RIVERSIDE COUNTY DEISGNATION:E-14-70 u o a s e nuB R"anni n.«„» CONSTRUCTION. STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE FO U 0DESCRIFRION:2.7 MILES NORTHEAST ALONG Call -- ---_---- ---- -- (F <y °"""° UNAUTHORIZED CHANGES: — I ILROADCANVONROADFROMTHE - - of �, ICNILT= 2 Iry,,.,«A�1b STREET LIGHT PLAN J INTERSECTION OF RAILROAD CANYON ROAD AND - - - - v1 Z z e vm.:wcmlrxY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OF STATE HIGHWAY 71 1220 FEET NORTHWEST OF _ -__ _ - _ r�Y�1 UL.,,fI , 1I W No.052496 m OR LIABLE FOR UNAUTHORIZED CHANGEB TO THESE PLANS.ALL CHANGES TO TRACT NO. 38008 �• RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST _. _ �y-�i�AA�` �// 11-2-2021 Exp. 12-31-22 PI�r. N-S ENGINEERS SURVEYORS THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS d LLJ T1`r b RICE No. CRY ENGINEER. w OF POWER POLE#1853732E,1.0 FEET =� MON HABIB, 83156 DATE `Pl CIVIL �Q' C FILE No. RE NORTHEAST OF A MARKER POST,ABRASS DISK _ CITYENGINEER 9�f F SCALE: SHEET SPECIFIC SET IN THE TOP OF CONCRETE POST E-14-70. I-6110-227-2800 I., � YT 11/04/22 CITY OF LAKE ELSINORE Qo CAL1 EDWARD J.LENT 11 2-31-22 ° DATE - - TITLE SHEET 21-416 j -MARK APPR OA1E ACE#052496 E%P.1 DATE: NOT FOR CONSTRUCTION X-XX-20XX MiIS Pml ut-05"as�NEi02:48:51 R"PvS MOB wa,S.w,1:1 on l Cre W,N 07202102:1401 PM Au0wr,- 0211:0 b36P OYq Br odU 1 lael EM 06.012021 11:19:08 AM Bv'.KeMno RM Dab'.W.112021 1:02:38 PM Bv'.elatlonlB9 III CONSTRUCTION NOTES: I LIGHTING 9500 LUMEN OR LED EQUIVALE NT) 1O INSTALL RESIDENTIAL L G G(PER CITY OF LAKE ELSINORE STD.NO.501(PRIVATELY MAINTAINED) GRAPHIC SCALE 40 0 20 40 HO 160 (IN FEET) - I s 1 mch=40 It 134 E j. II 5 46 LIGHT .,. 4 I I I � I �-`. STA 16+33.54 f—1 -' ',/ � `� 5 \ � PROPOSED STREET - l I,� V 0� I 5 \A pR �T _ 1T _` --- I � ; m 4 , �/ I 1 I I I I �T I I STA.1I+ / / / 5 - ,} H � '" •" PROPOSED STREET LIGHT I! '�g I �j .n m 1 if i 14 L - I I - I 5 1 24 I 7 co 1 - - _.__ SEWER_-_-__ O RAILROAD --- _ -'f -_-_-_- I N I PIC REC WATER-_ � 111 __ ' -------------- CANYON(PULI ROAD -- =- III ------------ _.__. Z ----- -- -------- -- --- __ _ --------- -- ------ _- _— __ IB'PI WATER P2 7/50 -'-�._ _'-___- '---____ C - - ---_. I -._.__.__,- �_- --_-- -_ _- __-_--- ------ ------------- -_-_II-- fX Ss _ II III II -- z _-_- -_- --"--_i_ ---__._ - -�--. _- _- --_- z ----- --- -- --- ---- -------- ----__ ENG-2021-00387 g ----- BENCH MARK: call baf—you 099 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE SHEET REVISIONS OFE$$/ APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CITY OF LAKE ELSINORE 2 = ELEVATION: 1400.873(NGVD 29) „.... :..:...a,. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND QR Diyq ,,,�,M,,,A.,,,,, CONSTRUCTION. C3 RIVERSIDE COUNTY DEISGNATION:E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �F� Q J. / �F, , M o R e E — DESCRIPTION:2.7 MILES NORTHEAST ALONG Call F m ,w,,,,C,,,,,, uNAUTHORIZEDCHANGEs: STREET IMPROVEMENT PLAN RAILROAD CANYON ROAD FROM THE ti y= �' 0 s c x u L T z vay.Ws a,ee CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE INTERSECTION OF RAILROAD CANYON ROAD AND N0.052496 m OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO TRACT NO. 38008 OF 2 STATE HIGHWAY 71,122.0 FEET NORTHWEST OF ` 1 d EXp. 12-31-22 A PLANNERS ENGINEERS SURVEYORS THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS w Lu RAILflCAD CANYON ROAD,6.0 FEET SOUTHWEST M4^'�- 'al 4/ ���2�2�2� * * CITY ENGINEER. W� OF POWER POLE#1653732E,1.0 FEET DATE `�,Pl CIVIL \P FILE NO. MON HABIB,RCE No.83156 ,i/12/2021 SCALE: SHEET SPECIFIC NORTHEAST OF A MARKER POST,A BRASS DISK CITY ENGINEER E'Q^CAL"'SET IN THE TOP OF CONCRETE POST E-14-70. 1_600-227-2600 I E�1 I T 1 YT 11104/22 CITY OF LAKE ELSINORE EDWARD J.LENTH DATE DATE: 21-417 U) IAA APPII GATE RCE#052496 EXP.12-31-22 MDS Ra Dab INWflCtNI;I:uLtNINOWWna16T up MDS Ilk 9WBSiH8800BSL0A" NOT FOR CONSTRUCTION,X—XX-20XX cremae os ns eun:Ds a:OD EM AwN.- r. Pb SMa^i:l Dwps ac