HomeMy WebLinkAbout6218-1STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES
1. AL WORK SHAL BE IN ACCORDANCE WITH THESE PUNS THE CITY OF FMTMA STANDARD PUNS, THE CONTRACT PROVISIONS AND THE
STMOWD SPECI IC-S FOR PUBLIC WORKS CONNTRUCTION ('GREEN SOIK-. ALL REFERENCE SPECIFIGTONS AND STMEAROS
SHNL BE THE UTEST EDITION UNLESS
OTHERWISE NOTED.
2. WHEN A TEMNICM CONFUCT 15 FOUND TO IXIiT IN THE CONTRAR DOCUMENTS TART CAN NOT BE DYED BY REFERENCE TD
PRECEOF7ICE PROVSONS IN THE 'GREEN BOOK', THE CONTRACTOR SHAL IMMEDIATELY REPORT SAD CONRUCT M THE CITY ENGINEER
FOR RESOLUTION.
J. WL MATERIALS WHO METHODS ARE SUBJECT TO THE APPROVAL OF THE OUY ENGINEER.
4. ADVANCE CONSRRUC110N DIGT SIGNING INNG DURATON OF PROJECT SIALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENRNG DETOURS.
5. CONSTRUCTION PERMITS SHAL BE OBWNED FROM THE CITY OF FONTMA COMMUNRY DEVELOPMENT DEPARTMENT, ENGINEERING DIMON
PRIOR TO THE STAB OF ANY WORK INSPECTION CDORDI MCIM SHML BE REDUFSTFD AT UEMT TWO WORKING GYS PRIOR M THE
START OF MY WORK IN PUBLIC RIGHT-DF-W'AY WITHIN THE CITY UMIRS GLL (I.) 350-T61O
6. THE COMPACTOR SHML CONFORM M ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE MATE OF
CMPORNIA MANUL OF MAFFRC CONTROLS, C- NON -METRIC EDITION UNLSS OTHERWISE DIRECTED BY THE CRY TRAFFRC ENGINEER.
7. IT SHNL BE THE RESPONSIBILITY OF THE CONRACOR TO MWMAN BWRICADEB. DEUNE-S OR OTHER MAFFRC CONTROL DEACES AT
ALL TIMES.
B. THE CMMACTOR SAME CBTWN A PERMIT TO PERFORM EW-TON OR TRENCH WORK FOR TRENCHES 5 FEET DR GREATER IN DEPTH
FRMI THE -FORNIA STALE I -ION OF INWSTRIAL SAFETY.
S.
THE W- AND FACES OF ALL E-MDNS GREATER TAN FIVE 5 FEET IN DEPTH
SLL BE GUARDED BY SHDRING, SDPING OF THE
GROUND OR OTHER APPROME) MEANS PURSUM TO THE REQUI ENS OF THE -SDI O INDUSTRIAL SAETY OF THE STATE OF
CALFORNIA TRENCHES E" TNW FNE (5) FEET SM1 ALSO BE GUARDED WHEN THE POTENTIAL RIM FOR GROUND MOVEMENT.
10. NO MATERWL OR EQUIPMENT SHAL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBWNING A SEPARATE PEA" FOR TUT
P,
11. THE WGTONS OF MODES SHOWN HOVE BEEN DETERMINE) FROM AVMAME INFORMTON, HOWEV➢R, IT 3- BE THE RESPONSI IMY
OF THE COMRACMR TO DETERMINE IN THE -, THE TRUE WCODN AND EIDMTMN OF AM EOSMG DIMES, AND M EXERCISE
PROPER PREkMON TO AVOID -GE THERETD. THE CONITACMR SHWL CDN- UNDERGROUND SEMRCE AHEM AT 1-8CO-227-25SO
TWO WORDING GTS BEFORE W MM.
12. THE CONTRACTOR SHAL COORDINATE CON-UCTION WITH ALL MNY COMPANIES INGUUM BUT NOT UMUED N -EPHON
EPLMIG CALF TEEY151M. IANDSGPING, IANDWAPE IM- N. DDMESOC WATER, REONME) WATER, SEW R, STOO15RM DUN, FLOW
CONTROL AND CMTRMS. ALL MWY COMPANIES Sl BE CNEN TWO WORDING GYS NOTICE PRIOR TO WORI( AROUND THEIR
-1 m..
13. THE CONTI 14 SHNL NOT DPBATE ANY FIRE HYCRPM OR WATER MVN VALVES WITHOUT APPROPRIATE AGENCY ALMHORDATKN.
CONTRACTOR SHML COORDINATE WITH THE APPRDPRIATE WATER COMPANY FOR VALVE OPERATW AND WATER REWIREMEMS
14. STMONING REFERS M THE CEMERUNE OF STORM DUN UCET WHERE OTHERWISE NOTE).
15. MEANIE CONSIRUMON CONTROL STAKES SHAL BE SET BY THE ENGINEER M ENABLE THE CONRACOR M CONSTRUCT THE WORK TO
THE PITH GRAES. THE CONTRACTOR SHALL BE RESPONSIME FOR THE PRESEINATION OF BENCHMMKS AND CWSTRUCIION CONTROL
STRONG DURING CONSTRUCTION.
18. THE CM -OR GHA- NDT C6TIJRB IODISING SURVEY MONUMEM3, MONUMENT TEES OR BENCH MARKS WITHOUT PRIOR NMFIGTKIN
TO THE CRY -NEER.
17. REMOM& AND REPVCENEM OF EOSTING SJRJEY CONTROL INCWDING SURVEY MONUMENTS. MONUMENT TES AND BENCH NARKS,
SHWL BE DOME BY A REG6IERE) CML ENGINEER OR UCESE) HAND SURVEYOR. SUR- MONUMENTS TAT WILL BE DESTROYED AS
A RESULT OF THIS CONSTRUCTION SMLL BE REPLACED. THE CONTRACTOR SM1 NDTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSIRUGRON W THAT TIES TO MONUMENTS OW BE ESTMISHED FOR LITER REPLACEMENT OF THE MONUMENT.
1S. THE CONTRALTO! SHAL MM N ACCESS FOR LOM RESIDEMS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LONE SIALL BE
MNNTANE) AT AL TINES IN THE CONSTRULTON AREA FOR RESIDENTS AND EMERGENCY -COS.
19. THE CONTRACTOR SHALL PROAIDE AND MNWN AN EFFECT E MEANS OF DUST CONTRD4 INCLUDING MEOUTE WATERING, AT ALL TIMES
20. PROPERTY �ENSOT M NOT
RIGHTOFWAYYWPoNG WNSTSTRU�4'RMONDNISILT ORP ORRWR�EADEETRSRTED ONTO PUBLIC OR PRNATE
21. NO TRENCH BMMRLL SH- WE PLACE WITHOUT MDR MPROAAL OF THE CUY INSPECTOR
22. A GEOTECHNICAL ENGINEER SHALL CEMPY W BAOCFILL COMPAC M FAWRE TO DRTAN THE REWIRED DENSITY Sl- REQUIRE
RE -WORMING OF THAT PORTION OF THE WORK UM. THE SMM`ED DENSITY 6 DRTANED.
23. DONE S-W BE THEN TO PREVENT GRADES, DITCHES MD SWALLS FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPEMON OF
THE SITE THE CITY ENGINEER MY REQUIRE TENPORM/ NON-ERODFABIE SWMB ENTERING OR EWNG IMPROVEMENTS.
21 WL EKPOSD CONCFETE SURFACES SMLL CONFORM IN GRDE CODR AND FlN6H TO NAICH RIMIG CONCRETE
25. NO OPEN TRENCH SHWL BE ALLOYED AT THE END OF THE dY WITHOUT PRIOR MMOVM OF THE CUY MINER26. PRIOR TO CONSIFUCIION, THE CONTACTOR 51ALL RMSE RISTNG FACIMES, AND VERIFY EFMTON AND LOGTON OF
CONNECTIONS CTIY APRRWAL OF CONNEMONS M EOSUNO FAOLITIES DOES NOT IMPLY CORRECTNESS OF EIEVATONS OR LOCATIONS
SHONN ON THE PIMS.
27. IF RSUNG MARES OR ANT OTHER FACIMES CDNMJCT WITH THE PROPOSE) IMPROVEMENTS, THE CONTRACTOR SHAL NOTIFY THE
ENGINEER MD AML AFFECTED AGENCIES IMMEDIATLLY.
28. NO CONCRETE 9A11 BE PLACED UML THE FORMS AND REINFORCING MEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
28. ALL UNDERGROUND DISHALL BE SBE INSTALLED, TESTED MD APPROVED PRIOR M PILING OF STREETS
M. AM D SOIL SERI M 6 REWIRED UNDER ALL NEW MPHMT GVEMENT PRIOR TO PEI IACENT.
31. AL MMHOUS. CUMOUT FRAMES COMBS AND VALVE BOXED SHAL BE RASED TO FINISHED GAME BY THE PAVING CONTRACTOR UPON
COMPH£TION OF PAWN6.
32. UPON COMPURON OF CONSTRUCTION, COMRACMR 51- RESTORE ALL SIGNING, STRIPING, M ING, BMDES D OTHER MAFFRC CONTROL
DEMCES TO THE SATE -ION O THE CUY TRAFFIC ENGINEER.
33. AS BUILT DMNINGS SHAL BE PRUNDED BY THE CONDUCTOR TO THE ENENEER OF RECORD, WHO Sl -DE RECORD DRAWINGS
M THE CRY ENGINEER
ENGINEER OF RECORD NOTE
WEBS ASSOCIATES WAS REIANED AS THE ENGINEER OF RECORD FOR THE DEVEOPMENT AND PROCESSING OF THESE PUNS FOR
CONSTRUCTION PURPOSES. STUD PUNS HOVE BEEN REVIMED AND APPROVED BY THE LOG. W-NING AGENCY TO BE CMSTRUMEE
BASED W LOG. INDUSTRY STAR- THIS DOES NOT NEW, HO'WEAR TINT EVERY HORQWTM OMENSION OR VERTICAL B-TON
NECESSITY FOR CONSTRUCTION 15 DEUNEATED ON UD DRAWINGS. AM PART OF THESE OAWMGS RIAT 6 TO BE USED IN STARING THE
PROPERTY HAS BEEN PREPARED BY WEBB WBH THE EOECTATM AND ASSUMPTION RAPT AM SWING, WHETHER BY WEBB, OWNER OR A
THIRD PARRY, WILL BE PERFORMED UNDER THE SUPERWSIDN AND CONTROL OF A UCENSED UND SURVEYOR AND WILL INCWDE ON-SRE
INRRPRETARON. VFAIFld110N. CROSS-CHECMNC MD FEW CORRECTIONS OF PUNS. DRAWINGS. SURVEY INFORMATION AND MORONIC DATA
AT THE TINE OF ACTUM SARONG OF THE PRDPETTY PRIOR TD CONSTRUCTION.
UNDERGROUND STRUCTURES
ALL UNDERGROUND STRICTURES OR MMFS REPORTED BY THE OWNER DR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINES ME
INDICTED WITH THEM APPROMIMTE WCATON AND ETIENL
THE MR BY ACCEPTING THESE BANS OR PROCEEDING WIH THE IMPRO-EN S PURWW THREM) ACRES M ASSUME WWIMY AND
TO HOW THE UNDESHMED HARMfSS MR ANT d1AAGES RESULT FROM THE EISRENCE OF UNDERGROUND MARES OR STRUCTURES NOT
REPORTED TO THE UNDERSIGNED, NOT INDICATE W THE PUBLIC RECORDS RAMINED, DR MATED AT VARIANCE WITH TAT REPORTED OR
SHOWN ON THE RECORDS ERMINED.
THE CONTRACTOR IS REWIRED TO WE DUE PRECAMONAM MUSJRES TO PROTECT THE MOB DR STRUCTURES SHOWN AND ANY OTHER
DIMES OR SMUCMRES FOUND AT THE SME. IT SHVL BE THE CONTRACTOR'S RESPONSIBIMY TO NAPPY THE OWNERS OF THE MMES OR
SIRJCMRES CONCERNED BEFORE STARTING WORK.
Gn7OFMfff NA
STORMDRAINIMPROVEMENT PLAN
DUKE SLOVER CITRUS-16171 SLOVER AVENUE
SLOVER AVENUE
APN 0237 117 04)
N.A.P
#
APN 02717 36
N.A.P
AM 0237-111-37M.A.P.
W / AM 0255-011-37
rx , '.
W N.A.P.
a
APN 0255 017-36 S
APN 0237-111-22
N 2
APN 0237-111'19
T
N.A.P.
AM 0237-111-t0
T
NAP
AM0237 251 16 _
APN _
0255-011-10
N.A.P. _- -
.
N.A.P.
SHEET 2
INDEX
MAP
N
w -.. .. E
BO O SO
160 290
S
UTILITIES:
CfAlMY
WATER COMMA WATER COMPANY G44
SUNHEMM CMfORW4 GAS
PHONE: SIDS-022-2201
SEWER: CITY OF FGHT" INIERNEI/PHONE:
PHONE 1-SO13-427-NCO
ATW.T
PHONE: 909a.50-6760
PHONE 86B-8B1-BO75
ELECTRIC: SOUMETON GLFORNIA SOWN CABLE W.
PHONE: 1-800-855-4555
TIME WUBER GAEE
PHONE 909-B23-99M
CONSTRUCTION NOTES A OUANTITIES STY
Qi INSTAL 30' DLA RCP (D-2000 BC LF.
O2 CON-SICT JUNCNON SROCMFE PER CRY OF COMMA STMOA1D MID 1 FA
•ME QU NT EGRWTE SHOWN HEREON IS MR THE USE OF GOYEMING MENOES IN DETERMINING BOND MOUNT
MD/OR FEES AND 6 NOT M BE USED FOR 010 PURPOSES.
VICINITY MAP
MS
IOMNSIIIP. BECITW 30 OF T15, RSW
OWNER/APPLICANT CIVIL ENGINEER S.W.P.P.P. CONTACT
DUKE R , UM- PMINERSHIP 2CO AWET A WEBB ASSOCIATES DUNE 1- UMUFD PMMERSHIP
SPECTRUM CENTER DUE. SUITE 1.00 S7B8 MCCRAY STREET 200 SPECTRUM CENTER DRIVE,
IWNE, CARIV 82618 ERSDE, G 92506 SUITE 1600 IRWNE d 92618
TEL. 949-797-7G2 TEL 851-320-BCO1 TEL 949-797-7G2
ATM: KT£ F.E ATM: JENNIFER R CILLFN ATM: DI NRELANO
SOILS ENGINEER TOPOGRAPHY APN'6:
SOMA EIWI CWPORNIA GEOMOHNICM INLWD A SURVEY", 0255-011-36
=85 SAM RMCH PARKWAY, SURE E INC 7177 MUNMON
YORA UNDA G 92BB7 TEL (71.) AYE, SUITE A FEMA'S GESIGNATION
605-1115 PROD, N0, 17G188-2 DATE.: RIVERSIDE, G 92503 FEMA COMMUNITY PANEL
OS-27-21 TLL 951-607-4252 008p71C8854H.
GA- --21W71GB665H ZONE X
NOTICE TO CONTRACTOR
CONTRICIOR AGREES THAT HE SHML ASSUME SOLE AND COMPETE RESPWSIBIIM FOR JOB SITE COINMONS
CURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INFIDDING SAETY OF AL PERSONS AND
PROPERTY: THAT THIS REQUIREMENT SM1 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORM& MIMING
HOURS; AND TAT THE CGN OR 4 DEFEND, INDEMNIFY AND HOW THE OWNER AND THE ENGINEER
HMMIESS FROM ANY AND ML WBIMY, REM OR WIEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR UARMY MUNC FROM THE SOLE NEWGENCE OF ME OWNER OR
THE ENGINEER.
THE E%SIENCE AND WCATON OF MY UNDERGROUND MMES M STRUCTURES SHOWN ON THEE PLANS
ARE OBTANED BY A SEARCH OF AVNNAWNE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ME NO
USTNG MOB EXCET THOSE SHOWN ON THESE PLANS. THE CONTR-R 15 REQUIRED M WE AML
PRECMTIOMMY MEASURES M PROTECT THE MMES SHOWN, AND ANY OTHER UNES M STRUCTURES NOT
SHOWN ON THEE PLUS MD 6 RESPONSBNE FOR THE PROIECBON OF OR ANY DMM£ TO THEE UNES OR
STRUCTURES.
CONTRACTOR SI- VENFY ALL CONDITIONS AND DIMENSIONS AND SH41 REPORT ML DISCREPMCIES TO THE
ENGINEER PRIOR TO COMMENCEMENT OF WORK
INCORPORATE PERBNENT SOILS REPORT RECOMMEND S ONTO THE GIWOING PUNS AS FOLLOWS
A) FOLLOW SOILS ENGINEERS RECOMMENWONS IF LANDSCAPE PUNTERS ME TO BE INSTALED
AQMCEM TO THE BUIWING.
B) SDNS SEVERELY CMRDSK TO DUCAT£ IRON RIPE AND FERROUS MEALS SUB -DING CONSMUCBON
SHAH INCORPORATE MITIGATING MEASURES AS REQUIRED BY THE SOILS REPORT.
C) SEPTIC/PRIVATE SEWAGE PROPOSAS BULL BE ACCOMPANIED WRH A PERWUNON TEST AND RESULT
TO MURE TINT SOILS IS COMPEER FOR SUM USE
THE CONSTRUCTION GENEU- PERMIT (GGP), UNDER WHICH THIS PROJECT IS COVERED, REQUIRES TAT A
STRRM WATER POLL.MON PREVENTION PEAR (SWMP) WHICH INCWDES M EROSION AND SENMEM CONTOL
EAR M-
BE PREFMED BY A OWJFlED SWPPP DEVEWPER (Om). THE PLAN AND ASSOCIATED DOCUMENT
CONTMN THE MINIMM BMPS REQUIRED BASED ON THE CAOUTAIED RISK LEW1 OF THE SITE AND THE
PROVSIONS SET FORM IN THE COP. THE COP MMdTES RAPT PROJECTS COVETED UNDER THE COP WILL
COME A QUMFlED SWPPP PRACTITIONER (QSP) OVERSEE THE IMRIEMEMATKNM OF THE SWPPP THROUGHOUT
THE DU ON OF CONS RUCTON. THE LED- RSPDNSIEE PERSON (M) CERTIFIED THAT THEY WW W
COME A OP OVESEE THE PROJECT THROUGHOUT THE DURATION OF CONSMUMON. THE QSP IS REWIRED
TO CONDUCT AND DOCUMENT WEEKLY SME INSPECTIONS. PRE -STORM INSPECTIONS, CALY STORM INSPECTIONS,
MD MST -STORM INSPECTIONS IN ADDITION M THIS THE QSP IS ALSO REQUIRED TO CONDUCT QUARTERLY
NON MR- DSCHARGE INSPEMONS THE QSP SHOUW ABED PREPARE MNUM REPORT AND ME THE
NOTICE OF TERMINATION (NOT).
BASIS OF BEARINGS:
THE BASES OF BEARINGS FOR THIS SURVEY 6 THE CMFORNIA STATE PLANE CODROINATE SSIEM, CCSBT,
MNE 5, EMED WCLLLY W CONTROL STATIONS 'EWPP', 'MI -FP' AND 'RTI5' NAD 03 (14SR52011) AS SHOWN
HEREON. A11 BEARINGS SHOWN ON THE NAP ARE GRID. QUOTED BEABNGS AND DISTANCES FROM REFERENCE
IMPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE ALL DISTANCES SHOWN ARE GROUND
DISTANCES UNLESS SPECIFIED DMERWISE OtID DISTANCES, MAY BE OBWNED BY MUMPMNG THE GROUND
DISTANCE BY A COABINATON FACMR OF 0.SS99MOM. CACUWJONS ARE MADE AT POINT #1 WITH
COORDINATES OF N: 104GMO.070, E 6727289.767, USING M EEVMON OF 101-0 FEET. THE
CONVE... ANGLE AT POINT #1 6 00018'4213'
BENCHMARK:
NGS DESIGNATION /UF 632 (PID #EV5262)
ELEV. = 11M.79' (NAVD88)
DESCRIBED BY METRO WATER UM SO. CMFORNIA 1992 FONTANA 03 MILE (0.3 KM) NORTH FROM
THE IN MSEETON OF VAC' BLVO AND POPIM AYE 170 FEET M (51A M) SOUTH OF THE CENTERE OF
MALORY DR 21 FEET (6.4 M) WEST OF THE CENTFRUNE OF POPLAR AYE 3 FEET (Q9'M) SOUTH OF
TEIFPHONE RISER A STMDMC MWOSC 3-1/4 INCH AWMINUM CISK SET FWSH IN RANTING OF UOTI
SIMGRO RILE NUMBER 2162438E 1 FOOT (0.3 M) WEST OF CURB FACE.
(CONVERSION FACTOR TO SM BERWRDINO COUNTY BENCHMARK S -2M FEET USED ON SB CO. BM
/16-2)