HomeMy WebLinkAbout2518-a-1GENERAL NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE
PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS,
PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGIN€ERING
DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL
INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA ENGINEERING
DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK AT
(909) 350-6632.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE
OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
S. NO CONCRETE SHALL BE PLACED UNTILL THE FORMS AND REINFORCING STEEL
HAS BEEN PLACED, INSPECTED AND APPROVED.
G. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
7. EXISTING UNDERGROUND UTILITIES ARE PER AVAILABLE RECORDS. THE
CONTRACTOR, -SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION
IN THE FIELD.
8. THE WALLS AND FACES OF EXCAVATIONS GREATER THAN FIVE (5) FEET IH
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING
OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE
(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT
TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE.
11. IMMEDIATELY FOLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB
AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION
OF THE WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFAC-
TURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM
APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID
AREA AT THE DIRECTION OF THE SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY INSPECTOR.
15. ALL EXPOSED METAL SURFACES SMALL BE GALVANIZED IN ACCORDANCE WITH
THE CITY STANDARD SPECIFICATIONS.
16. "AS -BUILT" PLANS SHALL BE PROVID€D TO TME ENGINE€R OF RECORD BY
THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE "RECORD
DRAWING" TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN
SYSTEM.
19. CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E.CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
(909) 350-6632 (714) 666-5467
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN: DENNIS FREEMAN ATTN: JACK HAYES
1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE
REDLANDS. CA 92374 ONTARIO, CA 91761
(909) 335-7547 (909) 390-4738
EMERGENCIES: (900) 427-2240
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
300'N. PEPPER AVENUE 1400 E. PHILLIPS BLVD.
RIALTO, CA 92376 ONTARIO, CA 91766
(909) 820-5598 - UNDERGROUND (800) 422-4133
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES FONTANA NATER COMPANY
(909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. MCGRAW
(800) 422-4133 8440 NUEVO AVENUE
FONTANA. CA 92333
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 422-4133
Underground Swvke A1sd
•o Colt: TOU FREE
1-800
411.4133
TWO WORKING DAYS R F'ORF. YOU 116
f
PRIVATE ENGINEER'S NOTICE TO CONTTORS
1��•,i�•:1b r
an w
CM EMCMot
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SMALL A99UME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOUM
• AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND OTME'NSTONS AND SHALL AEPORI
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF W(M
,a"c4F
/ar /�"' i V �(� 4d"
1 'ecp
5, +
5EC 7'1c / .4 A
�t •
MIW W-yw w rwm- w
13 MXM FELT W". SWM
D� a mm. wAlcxCre
rR
;....; ..;.•'•.; *V coNCRM FooTIM
t w�
CONN-ECTMN AND RISER IIET1�1't,� -
N_ r s -
OUTLET STRUCTURE DETAIL �•�
s' wec s2[ NAIn[
NIL" Co►PXM 95Z
6' MMI. MMI.
1 Ow MAX. 1 Ow MA
SOIL. COIrIR ?FD 9=
I - MAX SIZE SO C I
NATIVE BEDDING COMPACTED
TO 90%
�, • i• y �,� v►' tV
�• W •
( O
FINDPOSED tc •
STORM DAWN �
TYPICAL BEDDING FOR
R.C.P. STORK DRAIN
VICINITY MAP
.J,kvseu mAr mo E4" M N. MeAMc Iwax.c
coVCK W/ e4" ort. wdvr. APWA 57Z>-G30I
L fo
.�•, • •. a
u ' •,
MAT�icI�L (aD%fr
AA
Omer srxiocnAt*
a
Us= f4" 1*[.!0
METAL GoVE1C
s'LODeE f�
r I�1Q7�i �
Ir x 3r TITIN ww►
KNDCNWTL
SLEDGE OUT
AS FeQLWEL
(TW 4 PLrG
Or1111 LOA&
WUTRAFM
wTOIr
•Doc wrAIL
ffa A B�i 3r 4r 1000 UmL
0 4r Sr noOmmummmmi
u1�.
- W R r mus F+wE arww
soumm
"Now
Swwt u"
iii
Q v �*! 0lTAIA
r000L Na C war
2�4•M r Doo tom.
Ott i r = LmL
24" X 24" DROP INLET DETAIL
Su Sal
Da1SR1.IlIZ
INDEX ASAP
tole
a
13
1 *P*STU1 ORAIN TITLE 5MLLT IZ70 -9 - Z 1 A 2551 W. 1000 B54 10 -JY 1--47 412 PH ! ] ab- ICO
a1.1AX1rlrAE5
1
INSTALL 4=' RCP, D - PER M.AN
.VIA# 24 G.F.
2
INSTALL 42" RCP, D - PER MAN
20V. 50 4.,0'r
3
INSTALL 36" RCP, D = PER MAN
/*. Oo wr
4
INSTALL 3(" RCP, D - PER PLAN
/3.64 L' i.
S
INSTALL 27" RCP, D - PER PLAN --
14.00 L f
6
INSTALL 1 t" RCP, D- PER PLAN
8, Q 2 L. A
7
CONST. MANHOLE PER ".W.A. STD. No. 322-0
1 eA.
I
CONST. 7UNCTION STRUCTURE PER A.P.W.A STD. No. 331-1
drA'
9
CONST.IUNCTION STRUCTURE PER A.P.W.A STD. No. 332-0
/ EA.
1
CONST. CATCH BASIN PER A.P.W.A STD. No. 300-1, WAY = PER PLAN_
6 eA
11
I,usrALA. a"' r. V -C . 6LXCD9K F7M 1.5'-p4. - as.c.r
coAjar, J asw P" o4a r (w) s" - I s io) !jpN x so � f`/AAir
i !fit -
It
w/rN AA00 - TXAPPAC AVA."Al I cbVAK POE PerAvc " -SYr. J .
/ �A
13
CONST. O�tTI' m STRUCTURE PER DETAM ON SKI. 1
sir a -0r.e, cc rAM 0WriFMiACrt�tE ~*V el, 00' ^vrA,w
i OA.
,
Qs
cotes r. czw-xmw rAwAsc.*w u r Pw perdu[.. W JN►r..+.
IG
&kwcur .Wa ftmotoE !Kori AC FAVAPO tlr AUD 90tAc. 1 AV PAUP----
sso r
tole
a
13
1 *P*STU1 ORAIN TITLE 5MLLT IZ70 -9 - Z 1 A 2551 W. 1000 B54 10 -JY 1--47 412 PH ! ] ab- ICO