HomeMy WebLinkAboutENG-2018-00346 SIP PLAN NO 18-285-18-286 GENERAL NOTES — IMPROVEMENT PLANS
1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STT LIGHT I ®O V E /�" L� S
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 FORALUMINUM�_ 6�-0'•" UJMINAIR£22,000
EXISTENCE OR NON-EXISTENCE Of ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE rr€io R_W0WV OV GEENEMI
LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY /��/� � � /L WIDENING 2 STR£Er UGNANG PUN.
MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON /
.3T3'O.D.
THESE PLANS OR NOT.ANY UTILTIY(IES) DAMAGED DURING THE PERFORMANCE OF THE WORK ®/��/ //jj f /� g�sgry / --*WEN SrRE£T UONr IS NSrALLED
SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE A L G THE /1 41/b TA V &J 1� MISSION /A A/L ADJACENT AI CURD,MAsr ARM
CONTRACTOR,AT HIS EXPENSE.
L£NcrN T rO U ,mA
2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS A�� ?T /T�
(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE.IT IS THE / A /1 J V �/ 9
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 32.5 5 ISS O T A l� — A F V: 365—OJU OO /
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48) HOURS MARSEurE ORNAMENTAL OaANirE,
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) 674-3124, EXTENSION 247, / / ��yy �9 �/ / ° ®� OR APPROVED fOUAL
BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH THURSDAY. / T/ CIF L A/\E EL J/ /T L
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL
AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER
OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE
JOB SITE,AT ALL TIMES DURING CONSTRUCTION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY
RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT
LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO
CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800- 422-4133,AT LEAST FORTY-EIGHT
(48) HOURS PRIOR TO BEGINNING WORK.
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.
8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER,
TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING
THE STREET SECTION. ,
9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH f I o *�'-6'WN£NS EWALKS ARE
GRADING,TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR _ cur Ns7A� SNED FOR
BONDING PURPOSES ONLY.
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS
VERIFIED PRIOR TO CONSTRUCTION,THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY - - _ ? w t t x36'x4"
NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS m ANwoR Roos
BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE S'
OF THE PROJECT.
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE 2'6'
REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO OR ROCIAV
BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE
ACCEPTANCE IS GRANTED. NOTE,
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN mESE LANDING STANDARos MAY DE swERSEom Br TM STANDARDS OF 7W SERIONG
PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST _ , TjQI��L vnurY 1v rNEr ARE nv AGcoRDANCE WrrN rNE NArroNAL sTRfEr ucNrR/c a�roc
PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR _
PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING
THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF DAW A~M
PROVEMENT PLANS. CITY OF LAKE ELSINORE
IM ,s,,,,n„
13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS, need W
PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES°SECTION OF THE IMPROVEMENT ARM AL HIGHWAY
PLANS.
rnY o :E LIGHTING 02
s�
9�F
GRAPHIC SCALE
100" 0 100' 200' 300'
ELECTRICAL SERVICE PEDESTAL
120/24OV, 10, 3W.
t0OA/2P CIRCUIT BREAKER MAIN
STREET LIGHT GENERAL NOTES NOTICE TO COAITRACTORS 42,000 AIC SY PR RAT€D (MAx�
PACIFIC UTILITY PRODUCTS US 16-M2100-112CT8-SD-SS OR APPROVED EQUAL
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF LAKE ELSINORE. CONSTRUCT/ON CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED WITH PHOTOCELL, TEST TCH. & 6-POLE CONTACTOR
2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CURRENT CITY OF LAKE ELSINORE CONSTRUCTION PRAC77CES, CONSTRUC77ON CONTRACTOR WILL BE REOUIRED TO ASSUME 16"W X 16.5"D X 48"H
STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS, SPECIAL PROJECT PROVISIONS,AND THE SOLE AND COMPLE7E.RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF EUSERC PHOTOCELL—►
CONS7RUC770N OF THE PRO✓ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH TEST BLOCKS
SUPPLEMENTS,THE NATIONAL ELECTRICAL CODE,THE CALIFORNIA STATE SAFETY ORDER AND ALL THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LXM/7E0
TO NORMAL WORKING HOURS, AND CONSTRUC770N CONTRACTOR FURTHER AGREES TO
OTHER CODES AND ORDINANCES,AND RULES AND REQUIREMENTS OF AUTHORITIES HAVING DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
JURISDICTION. LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH 7HE PERFORMANCE OF WORK ON THIS
3. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS AS REQUIRED BY THE UTILITY
COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. PRO✓ECT, EXCEPTNG L/AB/CITY ARISING FROM.THE SOLE NEGLIGENCE OF DESIGN UTILITY 3" C.O. !►/1 TO LIGHTING
PROFESSIONAL. CO. (VERIFY) m
4. MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC.,AS HAVING 1GOA-2P
SUITABLE CHARACTERISTICS WHEN PROPERLY FORMED AND TREATED, INCLUDING RIGID POLYVINYL ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
CHLORIDE (SCHEDULE 40) FOR UNDERGROUND USE,AND RIGID POLYVINYL CHLORIDE(SCHEDULE - THESE PLANS SHALL CONDUCT THEIR OPL-RA77ONS 50 THAT EMPLOYEES ARE PROVIDED A - rN _POLE
80) FOR USE ABOVE GROUND AND PASSING UNDER ROADWAYS. CONDUITS TO HAVE A MINIMUM SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND LANDING LUGS CONTACTOR&
OF 24"OF COVER BELOW STREETS AND 18"OF COVER BELOW LANDSCAPE OR SIDEWALKS. SUBCONTRACTORS SHALL COMPLY WJTH THE OCCUPATIONAL SAFETY AND HEALTH 417 (MIN) TEST SWITCH
5. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH REGULAPONS"OF THE U.S DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORN/A -
SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. DEPARTMENT OF /NDUS7R/AC RELA770NS CONS7RUC77ON SAFETY ORDERS" THE CIVIL
6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE ENGINEER SHALL NOT BE RESPONSIBLE /N ANY WAY FOR 7HE CON7RACTOR ORGROUND CLAMP LISTED--►WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES SUBCONTRACTORS COMPLIANCE w77H SAID REGULATIONS AND ORDERS FOR THE PURPOSE 6FT MINGNDRESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH FACILITIES PRIVATE ENGINEER'S NOTICES TO CONTRACTORSARE SHOWN ON THESE PLANS.7. ALL LUMINARIES, LIGHTING STANDARDS,AND MAST ARMS USED IN THE WORK SHALL BE Of THE THE EXISTENCE AND APPROXIMATE LOCA770N OF ANY UNDERGROUND U77URES OR EEL AND COPPER DRIVEN 21
SAME STYLE AND BY THE SAME MANUFACTURER.ALL BALLAST SMALL BE MULTI-TAP TYPE STRUC7URES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE _ = GROUND R00 (5/8"DIA. X IOFT(MIN)) rn
(120/208/240). RECORDS TO 7HE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES OR INSTALL PER NEC 250.53
8. TWENTY-FOUR 24 HOUR PRIOR NOTICES SHALL BE GIVEN FOR ALL CITY INSPECTIONS. S7RUCTURES EXCEPT AS SHOWN ON THESE PLANS THE ENGINEER ASSUMES NO LIA311ITY OR OTHER APPROVED METHOD
( ) AS TO THE EXACT LOCA7701V OF SAID LINES NOR FOR UTIL177ES OR /RRIGA77ON LINES
9. ALL WORK INCLUDING BONDING SHALL BE DONE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL HHOSE LOCA77ONS ARE NOT SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CODE(NEC),CURRENT EDITION. TO
DETERM/NEAEXACTLL LLOCA77ONLrY AND /ROFAALL LINES AFFEC77NG7701V COMPANIES RTHIS WORK,TO WORK OANETHERAORNNOT DISCLAIMER NOTE
SHOWN HERON, AND FOR ANY DAMAGE OR PRO TEC77ON OF THESE LINES STREET LIGHTING LOCATIONS DESIGNED BY OTHERS TO RIVERSIDE COUNTY STANDARDS PER DIRECTION OF
THE CITY AND HAVE NOT BEEN REVIEWED FOR THEIR ADEQUACY OR COMPLIANCE WITH IESNA NO 3-1/2 PULLBOX
THE CONTRACTOR SHALL CALL /N A COCA AON.REgUEST TO UNDERGROUND SERNCE RECOMMENDATIONS. -
ALERT(U.S.A.)PHONE 1-800-422-4133 TWO(2) WORKING DAYS PRIOR TO DIGGING NO -
CONS7RUCT/ON PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE 'VALID
INVOLVING UNDERGROUND FACIL177ES UNLESS THE APPLICANT HAS AN INQUIRY PLANS ARE FOR THE STREET LIGHT POWER DESIGN ONLY BASED ON APPROVED STREET LIGHTING PLANS
IDEN77FICA770AI NUMBER ISSUED BY U.S.A.
♦ C�t�•ao�9�ooa�}
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, PROFESS/pA �CI h 27201 Calle Juanita
MARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �F� GUARD X CANDELA Dana Point,CA 92624 CITY �F LAKE ELSINORE SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ' Ph.949.201.1333
y z F ENGINEERING candelaengineering.com
MISSION TRAIL WIDENING
N0.20627 m BENCH MARK STREET LIGHT IMPROVEMENT PLANS OF 2
EXP.03/31/20-< DISC SHEETS
RIVERSIDE BENCHMARK NO BM E 3 70.ELEV.12 F FOR BRASS STREET
A
(y l�A� CONCRETE POST 72 NORTH OF T INTERSECTION OF CORYDON STREET AND
F3�1�1o1y T Rv1, RCE No CC,,-- DATE BRIAN R ERLEY DAT s V MISSION TRAIL 27 EAST 6F THE CENTERLINE OF MISSION TRAIL FILE No.
T <ECTRIGP �3 BASIS OF BEARING OLD CENTERLINE OF MALAGA ROM),WHICH BEARS
CITY.ENGINEER REE E20627 gTE'OF IPOR N79'3815'W AS SHOWN ON TRACT 3I920-1 FILED IN BOOK 394 AT PAGES
CITY OF LAKE ELSINORE CA 41 THROUGH 51,INCLUSIVE OF MAPS OFFICE OF THE COUNTY RECORDER IN
THE COUNTY OF RIVERSIDE
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STREET LIGHT CON',STRUCTION NOTES
PANEL SCHEDULE-A O DESCRIPTION
MOUNTING:FREESTANDING VOLTAGE:120/240 BUS RATTING:100A I PROVIDE AND INSTALL 22,000 LUMEN STREET LIGHT PER LAKE aSINORE STANDARD 2p.
TYPE:SERVICE PEDESTAL PHASE:1 AIC:42 KAIC SERIES RATED NO. 502 SEE SHEET//1
ENCLOSURE:NEMA 3-R(STAINLESS STEEL) WIRES:3 DISTIBUTION:12/12 2 INSTALL NO 3 112 CONCRETE UNDERGROUND PULL BOX WITH LID MARKED
MAIN:100A/2P STREET LIGHTING' GRAPHIC SCALE
3 SCE POINT OF CONNECTION
CKT DESCRIPTION TRIP NOTE A B DESCRIPTION NOTE TRIP CKT COORDINATE WORK AS REQUIRED W1 TH SCE
20 0 20' 40' 60
20A/2P
1 STREET LIGHTING 1 2501 10 CONTROLWIRE 2OA/1P 2 4 3"CONDUIT TO SCE POINT OF CONNECTION
3 24OV. 2501 0 4 COORDINATE WORK AS REQUIRED WITH SCE
5 0 0 6 ELECTRICAL SERVICE PEDESTAL (LS-3 METERED)
7 0 0 B 5 1201240V, 1PH" 3W— 100AMPS MAIN
9 0 0 10 SEE SHEET#1 FOR DETAILS
11 0 0 12 6 (2)#70 THHN/THWN—CU&(1),f70 CU—GND — 1"SCHEDULE 40 PVC CONDUIT
VOLTAMPS PER LINE: 260 250 1"SCHEDULE 40 PVC CONDUIT AND PULL ROPE
SUBTOTAL KVA: 0.51 1 0.51 1 KVA @ 125%(LCL) STUB OUT CONDUIT AT PROPERTY LINE FOR FUTURE USE
TOTAL MINIMUM FEEDER SIZE(AMPS):l 2.66 1 0.64 1 KVA(TOTAL FEEDER)
NOTES:
1-CONTROLLED BY PHOTOCELL/CONTACTOR.
i
4,1oa 6v a /30 /fT
r\/7 T NI T�T-� 7�L�TI— THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: OFESS/p CANDELA 27201int,Cal CJuanita
MARK REVISIONS ISIONS Ar r R' DA C APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR CITY AND �PR\�,ARD�4 2-7aPoinCCA92624 CITY ❑F LAKE ELSINORE SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �t�Q'Q,�V' OL` Ph.949-201,1333
ENGINEERING candelaengineering.com
a MISSION TRAIL WIDENING
/ w Q N0.20627 r 2
r �. BENCH MARK STREET LIGHT IMPROVEMENT PLANS OF
m EXP.03/31/20-� CONCRETE BENCHMARK NO F E 3 70 ELEV.]2F COR BRASS DISC IN SHEETS
CONCRETE PDST 72 NDRTH OF T INTERSECTION OF CORYDDN STREET AND
V4;f,(ON. jhA15I CRCE NO 1,�frj�o DATE B AN R VER Y DA s F ICP MISSION TRAIL 27 EAST OF THE CENTERLINE OF MISSION TRAIL FILE No,
. T LECTR �\Q' BASIS OF BEARING OLD CENTERLINE OF MALAGA ROM),WHICH BEARS p�
CITY ENGINEER REE E20627 ��pF CAL\FOR 41THROUGH 51,INCLUSIVE 3 15'W AS SHOWN ON TRACT
MAPS920-1 OFf OFFICE OF THE IN BOOK
COUNTY4RECORDER PAGES
IN ,T�\
CITY OF LAKE ELSINORE V
THE COUNTY OF RIVERSIDE