HomeMy WebLinkAbout4754-1K,
W00-01 0, 11VALTM1'0Zm
MAI,
--- "10, miff
CITY O� MONTANA
STORM D,RAIN PROJECT1
FOOTHILL BOULEVARD
TR. NO.
18513
BASIS OF BEARING:
THE CENTERLINE OF FOOTHILL BLVD.,
SHOWN AS N89047'30"W PER RS 25/5.
UTILITY CONTACT LIST
CONSTRUCWIV N07ES & Q�MNPPES
PACIFIC BELL CO.
SITE
ATTN- NORMA GUILLOT
CITY OF FONTANA
1265 N. VAN BUREN STREET
8353 SIERRA AVENUE
SUITE 180
COWMCT 42*9 RCP M135Q)
ANAHEIM, CA 92807
909 350--8632 350-6632
(714) 666-5401
THE GAS COMPANY
CON$MCT M4MME M SPPMC SM 312 1•
ATTN- GREG GASPAR
ATTN: JACK HAYES 1205
FONTANA., CA 92335
1400 E. PHILLIPS BLVD.
EMERGENCIES: (800) 427-2200
DUPONT AVEN,UE CI TAI CA. 91761
(909 390-4738
)
SO. CALIFORNIA EDISON COMPANY
CONSMOT 24-v RCP Ml��50
7951 REDWOOD ;AVE.
FONTANA, CA 92335
BASIS OF BEARING:
THE CENTERLINE OF FOOTHILL BLVD.,
SHOWN AS N89047'30"W PER RS 25/5.
UTILITY CONTACT LIST
PROJECT
PACIFIC BELL CO.
SITE
ATTN- NORMA GUILLOT
CITY OF FONTANA
1265 N. VAN BUREN STREET
8353 SIERRA AVENUE
SUITE 180
FONTANA, CA 92335
ANAHEIM, CA 92807
909 350--8632 350-6632
(714) 666-5401
THE GAS COMPANY
COMCAST (CABLE TV)
ATTN- GREG GASPAR
ATTN: JACK HAYES 1205
FONTANA., CA 92335
1400 E. PHILLIPS BLVD.
EMERGENCIES: (800) 427-2200
DUPONT AVEN,UE CI TAI CA. 91761
(909 390-4738
)
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD ;AVE.
FONTANA, CA 92335
VERIZON
(909) 820-5598- UNDERGROUND
ATTN: STEVE HOOK
(909) 875-5100- TRANSMISSIONS
POMONA, CA 91766
(213) 637-1233- PIPELINES
(909) 469-6327
(909) 3576233- DISTRIBUTION
s T Al r R C -
FONTANA WATER COMPANY
CRA FOR CANYON MUTUAL WATER CO.
ATTN: MICHAEL
ATTN: BASIL J. FABRIZIO
J. MCGRAW 8440 NUEVO
(909) 463-9580
AVENUE FONTANA, CA 92335
MD
PH: (9,09) 822-2201
UNDERGROUND SERVICE ALERT
(800) 422-4133
WEST VALLEY WATER DISTRICT
uj
ATTN: LON TSAI
METROPOLITAN WATER DISTRICT
855 W. BASELINE ROAD
WATER SYSTEM OPERATION GROUP
RIALTO, CA 92377
ATTN- JOE MIRONE
(909) 776-26,64
METROPOLITAN WATER DISTRICT
WATER SYSTEM OPERATION GROUP
ATTN,.- JOE M1R'ONE
(9,09) 776-2664
PLM5W_0 XRF ACE
MIER
VIN
$XF OFT
DE1011. KILOW
AOw OD -12" 1.7
o'w
FR941 Sjj�ji_
LIF T DETAIL
au
PROJECT
SITE
FOOTHILLC
Of, ALL RE1701111',* 'jTE-L 6,4ALL OE MI(1,140 1'.' 84_;;-lfAu
BLVD«
EXMPT rCP 'r1E DlAhIETER 0R.E4-7r 7;44 ",6", '.NTl^AI
HARE "' Aj l4 R 7rl AT ;1" C i AR -Rnk' 7 -F INF:n- FAIT
E FI; Wb.", -4?R7C '-4. "A- 9A -c Si4l.t 57 '-'Ar-n
`X� R-1 •�A-P� Pip; OF IAl.
-ALL 9IF VX . -N SIFFI- Cz"i 'All' SAW, L'Illk-l-K
LIFT' WTIl M ;kf`rP0vCD Nlij PIR,- -P
_NENCH
FL,
CONCRETE PULKHEA
ui
uj
<
s T Al r R C -
NOTES
I. VALUE'S FOR A. 8, C. D 1 0 2 ELEVATION IN ANO ELEVATION S ARF
SHOWN ON 119E PLANS. ELr-'VATION S APPLIES AT, INSIDE
WALL COF STRUCTURE,
2. WHEN DprPTK iA FROM STREET GRADE To THE 'TDP OF THE: 8OX 1$ LESS
rHAN ac; mirm (2'-10 1/12"5 FOR. PAVED SI'RECTS 011, 1080 mn, (3`6") FOR
UMPAVED STREETS, CONSTRUCT MGNOUTHIC SHAFT PER SECTION C-0 ANLI)
DETAIL 'IN". S14AFT FOR ANY DFPTH Of MANHOLE MAY 6F CONISTROCTED
PER SIECTION C -C. WHFN DIAMETER D 11r3 1200 mm (W) OR II CEN TER
OF SHAFT MAY BE LOCATED PI. R NOTE 3,
,1 CT.NTER OF MANHOLIE4, SHAFr SHALL BE LOCATED OVER CENTERLINE OF
STORM GRAIN 11MEN DIAMETER ')I IS 1200 mm(48" OR LESS, IIN WHICH
CASE PII E BARS SYMMETRICALLY AROUND SHAFT -AT 45' WITH
CENTERWNE:,
A. LENGTH, OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE FNIDS
QUIT ANY CHANGE IN LOCA 16H OF SPUR MUST FX APPROVED BY TILE
IZNOWEER.
5, P INALL BE $'_35 mm (15"'). FOR Qi -2400 mm (96.") OR LESS AND 2NIQ knrn (s.)
FORT d2 OVER 2400 mm (90").
6. RFINFORCEMENT SHALL CONFORM M ASTM A 616M, COADa 300 (ASTM A 615,
GRAOF 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE
$URFACES UNLESS OTKERWSE CHOWN.
7, FLOOR OF MANHOLE S0,AIUL Of STEM- TROWE-LED TO SPRtNG LINE.
8, BODY OF MANHOLE SHALL Q9 POURED IN 0Vr_ COmtI,4UObS OPERATION
r--XCEPT THAT A CONSTRUCTION JOINT VATH A LONCITUDINAL KIkYiYAY
MAY BE PLACED AT SFRINIG LINE,
9. THICKNESS Or THE II SHALL VARY WHEN NECESSARY TO PRO40E A
LEVEL SEAT BUT S"ALt, Nor SE LES$ THAN THE TABULAR VAtUES OF'
F SH014V" ON TABLE, SEE FT 1.
tO, Ir LATERALS rt.41ER ON POTH SIDES OF MANHOLE, SHAfT SHALL QE
LOCATED ON SIDE IRECIETIMUG THE $MAII LATERAL
I;j. STCF.S 'SHALL CONFORM TO SPPWQ 635 OR 936. UNLESS O"I"riERMSE
SHOWN, STEPS SHALL BE UNWORMLY 541 360 rpm (14"') TO 375 mm (15") OC,
THE LOWEST STCP-SHALL NOT BE MORE THAN 600 mim II ABOVE. THE. INVERT,
tZ THE FOLLOWING CRITERIA SHALL. BE USED FOR TH95 MANHOLE'
A. 7HtS STANDARD PLAN 15 USED WHEN SPFV9C 320 IS INADEQUATE.
MAIN LINE - 900 mmi (36*) INSIDE D[AMETER OR LARGIZIR4
D, LAKRIAL = 3GO mm (124) To 1600 inert (144") INSIDE DIAMETER, HQKVK
THE 1NStDF CttAME7ER SHALL NOT FXCEED THE IINSIOE DIAMETER OF
THE MAIN UNC.
5_1
s'mcaT
GRA0Z
F gAff 129 MIT*. S� tA
IAS
125 IT"
A eAR
Et s
d
-N en X:
4?-* 0 460 vArn (94 It Is')
OC BOIS WAY,4;, TO BE
0 450� m;,%4 0 112*; cc, M LIM 8 1"; 115m mr
SECTION G -G E USE6 50"� OR MtIRFr
1iT
SECTION N-M -F" --Q
CONCRUE RINGS PER
WAIT THIS SM III, Tsrltr3�4
MIT,
1*12,l 011ADE
26
RINCZ AT
150
,01 11�
STRII
Fort (2, H BAR
FM UNI'10M SIREE
,IARIAQLE
TIE,BARF OARS
ISO nvfh,i TIE BARS
—.j FIARS
—POLiND EDW -S TO
.rr. (3") R
SECDON C___c
• STANDARD PLANS FOR PUBLIC WORKS (,'ONSTRUCTION
m
Rl'ud X - M NHOL,E PIPE TO I PF_
' Ion - IL R'Gl� SIDE tNLET
l: Ttlma-, E
5EV.
11 MANHOLE FRA49 ArfU COWER SHALL� CONFORM', Tp T1 P PVIQ '1530
UNJI OTHRWISIE 'SHOWN,
14, MANHOLE SHAFT SKALL CONFORM TO SPP -WC i;Z4 UNLESS
0711,iER.MSE SHOW&
1213, �011kCIIJE A MANHOI E SHAFT DOO mm, (30") W�THO LXF.IREDLJC�R IS
SIED RErE.R TO SPIPWO 326;
16. WHERE: A PRESSURE' MANHOLE SHAFT - WITR ECCENTRIC,'REDUC-ItR IS
SPECIFIF-0 REFIER TO SF-P.'.VC 328.
17. %<RE A PRESSURE-, MAkHOLE 514AFT - 914 mm'(36") -WITHOUT
IkFOUtER 113 SPECIIII REIVIER TO qPPWC *329.
18, THE FQ4.QkMNG SPPV0'. ME' IKqQRP1b.RA1ED HEREIN:
3Z+ MANHOLE SHAFT NTH ECCENTRIC REDUCCR
326 MANHOLE SHAFT POO mm (,311 WITHOUT REDUCER
-320 PRESSURE MANHOLE VATH ECCENYRICI
529 PRESSURE MANHOLE SHAFT :--914 mm (3$*) VAT14OUT
REDUCER
6',0 SIC mn, 4:� MANHOLE FR�MF AND COVPA
a14.f.mn, �2
.36
U3 ANHOLE -FRAME AWO CO!IdER
$35. 5-riI STEP
a,36 POI.YPkOPs(LENF PLAsmc STEP
STANDARD PLANS FOR PUSS
322-1
OWNER
CHERRYWOOD BUSINESS PARK, LLC
14775 FOOTHILL BLVD., #G
FONTANA, CA 92335
PH:909-434-G671 FAX:9
I
PROJECT
SITE
FOOTHILLC
BLVD«
ui
uj
<
<
0
<
z
MD
uj
_j
V)
ARROW1
Hwy
F
NOT TO SCALE
LOCATION
MAP
OWNER
CHERRYWOOD BUSINESS PARK, LLC
14775 FOOTHILL BLVD., #G
FONTANA, CA 92335
PH:909-434-G671 FAX:9
I