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STORM DRAIN IMPROVEMENT NOTES zD
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF TRACT MAP NO 16074 1,
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD w I` I
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL cn I
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION • '�� SAN BERNARDINO FWY (10)
UNLESS OTHERWISE NOTED.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO
THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED
AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
EMPIRE CENTER SLOVER AVENUE
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. SIERRA AVENUE TO
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3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN
VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. - .,.., „,, i //:,,,,, „ ,
4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE ._+ =' j :;,:..> i I C
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OTHERWISE NOTED. I ` ! f% SANTA ANA, AVE. SANTA ANA ,AVE.
5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED ; -' "' 4. I '
PRIOR TO PAVING OF STREETS. ?. ;; „ :: III; ,, SHEET 78 I w MAYWOOD ST.
°" �8 RCP
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L~ ON- ITE SD LIN `�
6. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE ? Q100 156,$ FS ALINE `: A, F a
INFORMATION, HOWEVER, IT SHALL'BE THE RESPONSIBILITY OF THE :` °', :'' `= �'' ..� ;`,
CONTRACTOR TO DETERMINE INTHE FIELD THE TRUE LOCATION AND I
// JURUPA AVENUE
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ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION iJ 1 1 X,::v ,. 40I = ,--1 I
....., ..,;.,:;.r -.....,-_. ,• . t ",_.! :___-VOTO 17+00 / 19+100 19+i 00 ; 20+OU a
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE <,:_,, i / - PROJECT
SITE
EXCAVATION. E�aAlBOD-BR
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7. ALL MANHOLES ;CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE y8 { =
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RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION ? 3
OF PAVING.
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8. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
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COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, ; I V)
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CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, ! I : •
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RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS.
t VICINITY MAP
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR
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TOWORK AROUND THEIR FACILITIES.
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9. AS-BUILT DRAWINGSSHALL BEPROVIDED BY THECONTRACTOR TO
THE /
ENGINEER OF RECORD WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY -
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ENGINEER, ,• :', I I �'" �'
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10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN 1. , '
LEGEND
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NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE GREEN ; - 1O2 RCP I
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BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE .. SD' LINE• AA '� = < STREET NAME SIGN
CITY ENGINEER FOR RESOLUTION.
G EER 0
�' STREET LIGHT, 120V, 55W,
11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT , -;-•-• I '! i ,,I „-"'
1 L.P.S V. , 8,000 L.U.
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PRIOR TO PLACEMENT. :'` I"1 I I ��
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12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND ,-
, �. �,<, ®- DAR
FINISH TO MATCH EXISTING CONCRETE, w.: ,:.
1 -
•-- TRACT BOUNDARY
35' STORM DRAIN EASEMENT
F FLOW LINE
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13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL 1 . +'
:1 f ,; DEDICATED TO THE CITY OF FONTANA'', ;° :..,-_, ; . ._ , k. k, EG - EXISTING GRADE
HAVE BEEN PLACED, INSPECTED AND APPROVED. wI, I . I
SHEET Y SEPARATE" INSTRUMENT
.� 220' STOR DRAIN EASEMENT1. y A FS - FINISHED SURFACE
14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN 1 I 1 „I.
DEDICATED TO THE CITY OF;FONTANA _ ? B r " TD TOP OF DIKE FORECAST HOMES
P HA LIAR YSHORING, OPING F THE GROUND OR OTHER '.
DEPTH LL BE DED B SL 0
I �? 1 100 STORM DRAIN EASEMENT _ 35o BEDFORD CANYON RQ.
APPROVED AN PURSUANT TO THE U REQUIREMENTS OF THE DIVISION OF '� BY SEPAR TE INSTRUMENT :, 1 w ; , - : TC TOP OF CURB
MEANSREQ I E EXIST. ;24 '. f -`_
�1 T RCP .
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ILL!, . , w_�e,., t EDICATED TO THE-'CITY OF Y r I try CORONA, CA-91719 •
INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE oI , r I z "., -,,•,.w„� , V I F VERIFY IN FIELD ,
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5 FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FORGROUND FONTANA PER TR: 16074 FINAL ': } _ f `` t ° (909) 738 8610
-- -- VMAP / - GB GRADE BREAK
MOVEMENT. i ^-- •-
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• 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
EXIST :1O2 i
RCP 11TILITY CONTACTS
TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE 1 I
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. W �. /�
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,,r _.._.. __�__.._-102 ._._RCP•- ;,..-._.,_. _ _- _,, 84" ._. ._.,. `.:.: _._._, ,.,.-
ELECTRICITY
16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE ,a oo ON SITE SD L ,< . €`
;. ,,�.--,- ;a,ee Is 171ae SD LINE.._< -_ .._ __ » » / g
SD I : SOUTHERN CALIFORNIA ED SON CO.
L E B I SEWER , ,
f==,---, ' -___.__.-_`- m00•--- 15+00....':/, . __..,.,.....,-.�.16i-00. __.._.._�____ .,_-.....,.-._... -
CITY INSPECTOR. _-. - __ - - - � ^ __.• __ _ , << z.:. . ( E
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.„5.,7,.:7,____.________y_____ _ .y� , � .. .,./:7-......._- .._.._�_ -t_-._ �-'-_� ,, • � � .,1' i7.-------„,,..,_�^. <, I ,>;;.x t ' i �, �, CITY OF" F,ONTANA .<---:�" ,
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,. Q 562. . _za.,00__ --_ �fno_
17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT ORCFS _. __zztaa_ C_ �_ ____ > RIALTO CA 92376 "°
.--_ �,_ _ 8353 'SLERRA VENUE'`
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DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO - ex �.
, - _ = _-_"__3. _ t UND RGROUND. 909 357-6233
THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN Q �•5 . .. _-� _ P,O. BOX 518
$, 10 14S fi - Lp-1.:41,7.-:::
E _�_ TRANSMISSIONS. 909 875 5100,
APPROVAL. C _ - _ _.�_�' FONTANA CA 23,3",..5",,,,::.,,•7::;,,,,,',,):,
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.,, B -��-� � PIPELINES: (213) 657 1233
,:. ,., x.•s:•c. •,, ,.._ ._,-_,_-.. ..... _ �q _, ;.�, 8+00 ..._ 8+00
>-��-�----=fiRk � R -, ; .. 909 350--6632
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18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ,IST., T - - DISTRIBUTION. 909 357-6233
E . 108 RCP
ATTN. CARLOS NAVARRO
BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. <r'
/ - - LAT A-2
,.r ._.. _ ..'""`......�-.�.-- �_`."'_ _ sem_, �'. .- 1i_:"-= _ -
.- ,,.; . �Y-�.-. - ; r _.._�..,- �_~ ____ GAS
1 may[ :, - ; -
19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. ; SHEET c COMCASL CABLEVISION....":-....-F-'-
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I a w SOUTHERN .CALIFORNIA. GAS CO,
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE WORKING OF !
Q 35' STORM DRAIN EASEMENT P SE 2 NOT z I
I uNE .1981 LUGONIA AVE;
.. l _ cn . , 1205 DUPONT AVE
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. TO 'THE/CITYOF FONTANAy 2 >
DED CATED THE C o
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CONSTRUCTED . , I _! ! REDLANDS, CA. 92374 ONTARIO,'.'CA ,917, .
20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ATTN: JOHN OATES, ,• -
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ENGINEER. I-J. . , ✓ '' , �, I _
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EMERGENCIE : (800)"427.12200 CONTAT: JACK HAYES
T STAKESSHALLSETBY ENGINEERS 21. ADEQUATE CONSTRUCTION CONTROL BE THE ENG NEE i =
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TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN l• ,, s1: , 1 l I ;
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GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE-FOR THE PRESERVATION Q WATER PACIFIC BELL
OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING "`'
WEST SAN BERNARDINO COUNTY 4025 LA 'PALMA STREET
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CONSTRUCTION. z n ® a> r ANAHEIM 'CA. 92807,.y,
uC `� I WATER DISTRICT
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855 WEST BASELINE P.O. BOX 920 714 237-6146
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22. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES AND SWALES FROM "''"t ` `) "' ""
€ RIALTO, CALIFORNIA 92377-Q920 ATTN: DELIA LERMA
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE- SITE, THE I- 1
CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING •
„ (909) 875-1804
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OR LEAVING IMPROVEMENTS, I ,„
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23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY. -
24. . THE.CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, SHEET INDEX
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER. 6� I I TQUANTITIES SHT. 1 GENERAL NOTES, VICINITY MAP AND INDEX MAP
SHT. 2 LINE "AA" STA 10+97. 11 TO STA 18+13.81SIERRA AVE TO EMPIRE CENTER BLVD ''k"
25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING NO DESCRIPTION UNIT QUANTITY SI IT. 3 LINE "AA" STA 18+13.81 TO STA 29+63.20 -
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY
A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY SHT. '1 LINE "A" STA 15+03.91 TO STA 16+86.42
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 0 REMOVE EA 4 TIC TO CONTRAO O LINE "B" STA 287.60 TO STA 501 .08
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE LAT "AA 1
2 CON T N
O CONSTRUCT 102 CONC COLLAR PER DE AIL H'E'REON EA 1 a I 1 . THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 1 , '
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. SHT. DETAILS
", O3 CONSTRUCT 102" RCP (D LOAD PER PROFILE) LF 1804 - APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY SHT.; 6 DETAILS •
26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND SCALE 1 - 100
BUSINESSES AT'ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE S,yT !A OT,4/LS
ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. �4 CONSTRUCT TYPE A HEADWALL AND WINGWALL PER CY 12.5 THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,
CALTRANS STD PLAN D90 AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY -- MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. O CONSTRUCT SLOPED PROTECTION BARRIER EA e, AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
PER APWA STD PLAN 360-0
•
-28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE -
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY' C6 CONSTRUCT 84" RCP (D-LOAD PER PROFILE) LF 385 ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY EXCAVATION FOR THE MARK OUT OF THE LOCATION OF UTILITIES L LT I ES AND Q
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. �7 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD EA 3 .
PLAN 322-0 ' NOTIFICATION OF COMMENCEMENT OF WORK. m
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29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. O CONSTRUCT 48" RCP (D-LOAD PER PROFILE) LF 9 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING •
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO ;: , r.., ` o
30. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 9 CONSTRUCT CSP RISER PER DETAIL ON SHEET 4. EA 1 _ 1, . R
Axr
O PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY - , „- QS° '': � h ,
METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST . C, F s a1-
THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE � ' yG, K".'
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 10 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD EA 2 ,r; N
O PLAN 320-0 OMIT SHAFT LOCATIONS ARE FOUND. ff. �N "
31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL z
0 CONSTRUCT ROCK RIPRAP PAD PER GRADATION HEREIN. CY 40 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE Wq 83494
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO :1•112:) i (i• �r
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION .Sept.30,2006 `
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. r o
OF NEW WORK. .
!2 CONSTRUCT yEAorAl� wi�uGl-fiALLS EA 1 �, , Yµ. o
32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN Opc
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BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL PER cAG RA/VS , 57,0. PGAN •D86, ,63 5. CONTRACTOR I S REQUIRED I RED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 9rF� - - _ ,COQ ^
TIMES. " `'� �. THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT -
F CA1- _, N
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OF RECORD OR NOT SHOWN ON THESE PLANS.
33. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR I N
APPROVAL OF THE CITY ENGINEER.
iLf.liERREV. REVISION DESCRIPTION DATE ENGR. CI DATE PLANNING ■ DESIGN ■ CDNSTRUCTIDN ��
_D 0a T � � _ s, � _ ,N� . „ �CITY�OF _ �ONT�►NA, CALIF�RI�IA ; -
ADD Pi/AS A/6 L/NE pEV/S ,0 uAy // O/ h ?oFEss io .,
Q SLI��� SHOULD CONSTRUCTION OF THE REQU FRED IMPROVEMENTS NOT o ' � - ;� STORM DRAIN IMPROVEMENT PLANS FOR
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T!T!E$ ACraO S�lT laA. ��� STEVEN �� 27555 YNEz Road,SUITE 400 TRACT 16074 c?
COMMENCE WITHIN TWO YEARS THE DATE OF APPROVAL N .
® ® TEMECULA, CALIFORNIA 92591-4679
� fi - IFF SCALE::" �;; �_. .
2 RECORD DRAWING VOID SHT'S 3 5 8 6 �I c�
K. G EN z DRAWN BY.
RE QR T 4 SHOWN HEREON AND CARRIED FORTH I N A DILIGENT L I GENT MANNER m e GENE RAL N TE VI INITY MAP
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� 42154 EC' _ o
DIAL Tw❑ w❑RK I NG THE CITY ENG I NEER MAY REQUIRE REV I S I ONS TO THE PLANS TO .- " JOB NUMBER ., .
BEFORE �k DAYS BEFORE Exp.3-31-04 PREPARED UNDER THE SUPERVISI NOF: DESIGNED BY: AN / X MAP
BRING CONFORMANCE WITH CONDITIONS AND0 15 100187 `
YOU DIG YOU SIG 2q CIVIL �` , SKG , , a
` ' STANDARDS I N EFFECT. 'F o`� - APP ED y : DRAWING No Q
OF CA.-, Sie/1-% l`� DATE: I Z/l9/D0 CHECKED BY:��. �_/ _�TOLL FREE 1-800-227-2600 ,� 1 0
�i ; 2912 , 6
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ��� ArTING "CITY ENGINEER R.C.E., 51152 ,-DAT
STEVEN K. GIFFEN RCE 42154 EXP. 3-31-04 SKG:
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