HomeMy WebLinkAbout1.8-6152 Ph 5LOCATION DETAIL
REV#1
�
DISLCABLE WAS �
FOUND LYING IN SBX
ADDED TO CASE AND
Q5C PUSHED PRS
200 JOIN /UNJOIN
40% ow#+
WORK SAFELY
Q5C
100 COPPER DC CONFORMANC
SAI DETAIL
PAIRS A
MCKEE. RD
""w as 0. w w W w w www w OW w w w so w W"". a" ON 'Wow was, W w w
360803
w
MISS X
SW COR RACINE AV AND MCKEE RD �
a
BXBNNL1 800* 710 (2003) 5C
DPG70,801-950 Uj
DPG70v1376-1400 Z
DSL DPG70,1876-1900<13671> U
AAr201-600 Q
7001.1 -600 p�
70019601-1200
ATT- TELCOmmJA- 000=mOOO,mm599
BONDING AND OUND GR ING V ERIFICATION
i. -ENSURE ALL BONDING AND GROUNDING CONNECTIONS ARE TIGHT.
2. - LOOK FOR DISCONNECTED BONGS And GROUNDS*
3. — CONTINUITY OF THE CABLE SHIELD MUST BE MAINTAINED.
4. -COCK BOND CLAMPS ON THE CABLES.
5.- EACH CABLE SHOULD HAVE ITS OWN CONDUCTOR ATTACHED
TO THE BONDING BAR PROVIDED IN THE TERMINAL.
6. on NO DAISY CHAIN OF CABLES WITH BONDING RIBBON IN ANY
ENVIRONMENT (BONDING RIBBON IS NOT TO BE USED AS A GROUND OR
BONDING STRAP IN SAI AND PEDESTAL APPLICATIONS),
S AI -�V ��DNI�CKEECRDE
SIZE = 1800 PR
TAPER = 360803
CURRENT FILL)
IN- SERVICE FILL
AVAILABLE
PRS, (F1) �
IN- SERVICE
FILL (A#D)
9@% FAR
R C3
DEF
(A*D)01/14
(A#D) @4/14
PRESENT
SERVICE DATE
04/1 4 mom
J FAR DATE Q1/2 @24
=-1 PR /YR
_
003 --
� ammam emmong
25 X
0 01/14
20 JULT
UDL"0 10
LASSO C T
25X
F 0 01/14
20 UL T
UDL 10
TWO DAYS BEFORE YOU DIG
CALL U S A TOLL FREE
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0 01/14
140 ULT
UDL'O* 70
SIERRA MADRE AV
50X
FOO 01/14
L440 IULT
UDL = 20
CONST9 ARC
TAPER CODE=',iliQ oft*8'04=�vm�
O GE PLR=
bf 0
� Wmmma.*. "OWN a "mo amm
UG PLR= N/A
.�No_ mom __..__ oft mm aft am , No
GAS PRES*.,,..YES X N�NO
N/A
LEAD
LEAD CODE= N/A
oft TAB( DIET = 2Q267292
ftmmm�""�Wmmm
DES. AREA 36m%0%0
mmmm�auw�mmmm� Now .mm"�m
MAKE UP 3.831 KF 4D 2 GA ON" omm
3*215KF DA
wow Now *am K F DA
RZMW
MAX BT D
FROM T 9210
Now OWN _Now m.m.m" _"m
MCCLINTOCK R D
low am man Now MAX BT + ES 0
mm 400 mm Now �"ft
FROM TERM 92IDM saw
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DATE COMP.
A 18c I Proprietary (Internal Use n y ot for use or disclosure outside the AT &T companies except under written <-5 greemento
A-i—fr;.N TION I3
DIRECTED TO THE POSSIBLB
EXISTENCE, OF
PIPELINE AND OTHER
SUB - SURFACE STRUCTURES WHICH MAY BE
BURIED WITFIIN
THE LIMITS OF THE W0q"
SHOWN HERON
OR ADJACENT --fERBTO WHICH
MAY OR A AY
NOT BE SHOWN ON THIS PRINT.
50X
FOO 01/14
L440 IULT
UDL = 20
CONST9 ARC
TAPER CODE=',iliQ oft*8'04=�vm�
O GE PLR=
bf 0
� Wmmma.*. "OWN a "mo amm
UG PLR= N/A
.�No_ mom __..__ oft mm aft am , No
GAS PRES*.,,..YES X N�NO
N/A
LEAD
LEAD CODE= N/A
oft TAB( DIET = 2Q267292
ftmmm�""�Wmmm
DES. AREA 36m%0%0
mmmm�auw�mmmm� Now .mm"�m
MAKE UP 3.831 KF 4D 2 GA ON" omm
3*215KF DA
wow Now *am K F DA
RZMW
MAX BT D
FROM T 9210
Now OWN _Now m.m.m" _"m
MCCLINTOCK R D
low am man Now MAX BT + ES 0
mm 400 mm Now �"ft
FROM TERM 92IDM saw
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DATE COMP.
A 18c I Proprietary (Internal Use n y ot for use or disclosure outside the AT &T companies except under written <-5 greemento
SPLICE SE
QUENCE
GENERAL NOTES:
X31
"C" WORK
1. DEVELOPER IS TO PROVIDE ALL TRENCHES.
2. ALL TRENCHES ARE JOINT WITH POWER,
CABLE TELEVISION, AND GAS.
3. MAINTAIN 36 INCHES OF COVER ON ALL
CABLE AND WIRE.
4. NO G.O. 128 INFRACTIONS OBSERVED.
5. PLACE #6 GROUND WIRE FROM EACH CAD
CLOSURE TO I FARE!' T TRANSFORMER.
6 SERVICE DROP /DWID LENGTH SHOULD
LENGTH OF THE LOT.
TYPICAL TRENCH DETAIL
36 INCHES MIN
60 INCHES MIN
LEGEND:
MIN
BURIED JOINT CABLE
�o 0
2 INCF�ES MIN
O
3X EXTRUDED DROP WIRE
ELECTRIC TRANSFORMER
TELEPHONE TERMINAL
F2 PAIR ASSIGNMENTS
GROUND LEVEL
C =CAN
T= TELEPHONE
G =GAS
E= ELECTRIC
OR -O
501
502
THE
_0��
ut--
KV& A_
43 SPLICING NOTES
SP'UCMG DPAING
MNT
OP'IgtMIL R�Ia
mmrw
8a0 VER9N�t{ 0011
SF6111t 1O
El�OBE COPPE1t
11NiIp1111E NO
Bfl101a Q"*
vw imam
INN 6Ali OIbP
zibs UP m IIOIWNN
lulu tooR e= Km
FM PJW
son
ON " maE
SURE If SHM BRAINS
CAN 1W MP TO RM OF
MOLWO PLVE 1M
mwl 7W lK VW
If WS tM= Tip KAX
�& 'Z.. mm sew
6kMll8. B PLAICE W
Mm i"t�lq ffF B 6
�P CE
ffm 'roP W Ba
t. MAKE SURE CAD IS STRAIGHT ,SECURE, AND PLACE
FRONT OF CAD FACING STREET SIDE. DO NOT SPLICE
IF CAD IS NOT PLACED CORRECTLY.
2.SETUP DWID AND CABLE(S) AND PBOND PRIOR TO
PLACING GRAVEL.
IMAKE SURE THE 2" PLACTIC PIPE IS REMOVED SO
DWID AND CABLE(S) CAN BE GROUPED TOGETHER
IN MINAMAL SPACE TOWARD THE.BACK OF THE PEDESTAL
DO NOT SPLICE IF CABLES CAN NOT BE GROUPED
TIGHTLY TOGETHER,
4. PLACE RED PLASTIC BAG IN BOTTOM OF CAD
(ACTS AS A MOISTURE BARRIER)
5. PLACE GRAVEL IN BASEOF CAD 6" BELOW TOP
UP OF BASE.
6 DROP UP THROUGH RED CAP SO THERE IS
10 FEET OF DROP BEYOND RED CAPS SO YOU
CAN PUT PROPER LOOP LENGTH AND BOND DROPS
CORRECTLY.
MOUNTING RATE
RED CWS
mum
LINE
om e-fm NNW
7. SHEATH CABLE 10' ABOVE TOP UP OF BASE
THIS REDUCES CONJESTION,
89 TAG CABLES WITH TYPE, SIZEAND FIELD OR C.O.
9. AFTER DROPS AND CABLE(S) ARE PREPPED
ZIP TIE WIRE AND DROPS AS SHOWN.
10. BOND DROPS IN FRONT IS THE PREFERRED
WAY. SEE FRONT DETAIL.
it. FLOAT BOND CLAMP CAN BE PREFORMED W1111 A
SINGLE SMALL CABLE ONLY MORE CONJEnON
REQUIRES BONDING IN FRONT.
12. LOOP DROPS THROUGH CABLE, OPEN SHEATH AND
SENERIOS.,
13. ON A LOOP THROUGH CABLE, OPEN SHEATH AND
ZIP TIE WIRE IN LOOP TO TOP OF PLATE AS SHOWN.
46 LABOR PEDESTAL PLACING D G
LEAVE AT LEAST 10 FEET
OF DROP BEYOND 'RED
CAP' /WD FOLD INSIDE
DOME TO CLOSE
Uh (J1tllt ANU FOLD
INSIDE DOME TO CLOSE
M F �_E
CG EG �,� �'i3�U a^�"s{U�a 6 'yL
'E
11 11E 11
ISSUE DATE
.0 01/14
0
%:,'TRACT 6152�5
NO GO- 95/128 INFRACTIONS NOTED
CONST. ARC
GEOICO SA2 0
EXCH TEMPLE
DATE
COMP
RO/EST No 9432738
5 0
DWG _LPL OF �:�L_ DESIGN CHANGE
l,?- 1s� _ P-2, s
x45C
ANMWgga50
614 MATERIAL ONLY
�
614 Place Item in
Q45C
ANMW,gm25
406 MATERIAL ONLY
5 1145C 9 45C
ANMW=25 3 PLACE PEDESTAL /APP C
297 MATERIAL ONLY 1 PLACE GROUND FIELD
Lm645C 645C
Trench 297 Place Item in Trench 10 5266 Place Item in Trench
4 45C
406 Place Item in Trench
7 :45C
ANMWl=a200
502 MATERIAL ONLY
Q45C
502 Place Item in Trench
/mm�ii 645C
IPP- I -U -OR
4000 MATERIAL ONLY
2150 LUMP SUM MATERIAL CO
MATCH LINE 'A'
I � 4012 I 4008 � 4004 �
4016 303 305
307 I I I
� � 3 309
304 3P6 308 310 EM
301
3P2 12 /9 — 0% AD 12 �
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4017
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312 .. �–
ANMWw"25 319
313 I 7001,426 -450 � 32f�
/ 314 I 315 � 317 � � (�
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4013 i 316 � 318 � I I o �)
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4018 � 4014 � 4010
4006 I 4002 I
426 � 428 � 43f� 432 434
427 I 429 I 431 i 433 I 435
12
Oman $loom
CAD12 14\
I I
Allows gloom ==a\
sommawwwm
momounwwm
In bawmemwamma mawmmwmmmw woo/
1
12 645C
IPP- I-U -OR
1266 MATERIAL ONLY
675 LUMP SUM- MATERIAL CO
moo" woomommonwo
9114
1co I
401
� 402
a nompli� manomposo�
4 9118
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404
9200 I
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9204 I
PLACE GRIND BD 407
I1 -2 08 I
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9208
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410J
. 9212
411
412 I
_ _tPPA) 45C 614'
MWm=50 _
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Aa4v5,C
13
2.139KFT TO SAI
1 PLACE TERMINAL BURIE
50 JOIN PAIRS ALL NEW
4004 L
BBGNF*25*12 (PPA) 45C
PED12
7001.301 -325
45C
14
/14\
i
i
(2007) 45C 480' I
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4006 S
BBGNF*25*12 (PPA) 45C
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7001.426 -450
O
(PPA) 45C 502'
ANMWmm200
7001,401 -500
7001,301 -325
AAV126-200
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�► M► i► rr w w� wP w _ _ w w w► _ w + � i w w w �► w _ �. �. _ w � w w w A _ w •W _ �► _ �
TO FIELD
TO DWG 4
45C
15 1.8�4KFT TO IQ AI
1 PLACE TERMINAL BURIE
325 JOIN PAIRS ALL NEw
q 200 R
BBGNF*25*12 (PPA) 45C
PED12
7001.401 -425
45C
16
ISSUE DATE
0 01/14
MATCH LINE 'A'
1.UOK AI
325 JOIN /UNJOIN PAIRS A
CONSTe ARC DATE COMP.
Ivmd
C7
3
0
0
F
9102 R
CAD12
AT &T Proprietary (Internal Use On Not for use or disclosure outside the AT &T companies except under written ato
To co
To DWG 3
45C
1""PCwm4,mC
327 MATERIAL ONLY
327 Place Item in Trench
Q45C
1 PLACE PEDESTAL /APP C
Q645C
2810 Place Item in Trench
�645C
IPP- I -U -OR
2810 MATERIAL ONLY
1500 LUMP SUM MATERIAL CO
AT &T Proprietary (Internal Use
9203 92PJ2
I455 /
456 � � 458
mean
I9207 1 i �� ( 9206
453
454 I I I I � 459
460
451
9211 - - .� 9210 452 5`� 461
� 462 I
360308
� - (PPA) 45C P3 I CAD12,1%*
- - M�1-2 ;; -� i 2-4 9300 I
WW °- 70019451 -500 WNW* MOM V&
0 A
SIERRA.M, AD
R E
14631
464 1
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0
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466 I
I I 9308
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' PLACE 4'
' I HOLE LINER 468
I I 9312 I
469
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45C
5
2*456KFT TO SAI
1 PLACE TERMINAL BURIE
75 JOIN PAIRS ALL NEW
9210 M
B tB* G- N F * 2 5 * 12
PED12
7001.451 -475
(PPA) 45C
CONST* ARC
ISSUE I GATE
AL
DATE COMP.
0 I 01/14
Not f or use or disclosure outside the AT &T companies except under written �greemente I
I SSUE I OA T E
0 1 01/14
AT T � TEL COna JAmm 000amOOOmm 599
BONDING AND GROUNDING VERIF A
L ENSURE ALL BONDING AND GROUNDING CONNECTIONS ARE TIGHT
gm offlawm; g
-R'M�Ml
tZ
26 LOOK FOR DISCONNECTED BONDS AND GROUNDS
5-31,
. .. . .......
36 CONTINUITY OF THE CABLE SHIELD MUST BE MAINTAINEM
7
-R. gwl
RN
no
40 CHECK SOW CLAMPS ON THE CABLES.
IR7 0
Rum.
50 EACH CABLE SHOULD HAVE ITS OWN CONDUCTOR ATTACHED
gg'
�k
TO THE BONDING BAR PROVIDED IN THE TERMINAL.
F.-D L-00% lo-%, 1 0.1 �-� -4. -.1 . - . I T - i -
I I I e""s *1 N, K I fl"%
60 NO DAISY CHAIN OF C LES WITH SOWING RIBBON IN ANY
ENVIRONMENT (SOWING RIBBON IS NOT TO BE USED AS A GROUND
BONDING STRAP IN SAI AND PEDESTAL APPLICATIONSL
TWO DAYS BEFORE YOU DIG
CALL TOLL FREE
TENTION IS DIRECTED TO THE POSSIBLE
TBNCB OF PIPELINE AND OTHER
SUBwSURFACB STRUCTURES MAY BE
BURIED THIN THE LIMITS OF THE WORK
ol In I
SH0419M RON OR ADJACBI*�M - I I WHICH
MAY OR MAY NOT BB SHOWN ON WN S, PRINT,
CONSTo ARC
DATE COMP,
I ut�rrlcni use Umi lNo -t, T ot----- use or- di sol osur-%e outsi cle t
comp<-5nies except ur-)d ML
wt----*ltt n
. . .
- . . r `
4 / .21 I .
. / I I
. I .
M / I I 1 2 1 ��.�Li � �+ `E FOR TIE N. ....� -�...- �. �... ..�.....���..��......�.��.....� NOTESi . ENGINEERING .
r.._.:..I_......� ... . .
. 16 1 1 - I
1. r� � = (W) rM.'so TRENCH WIDTH (w) SHALE.. BE ONE PIPE DIAMETER PLUS �e � . �
tt
;!;
/ 1 +� � �, nspect�Qn cif Off materials and :nstallotion . � .
III I ,Amig
= ;D . 'loll
. I - _ ON EACH SIDE OF THE PIPE. (E.G. A OR 8 IAN �' W `... '.� r..,. �-- for p* eline, by rants acid services mast be
. `� .� . Wzbl � �. ' // 4 REQUIRES 3D TRENCH). . 99 made by Califomio water Seirice Ca on ,
Ills wa 1 E .l . I Teleph�ane.(661) 832- -21 4t least hours
�. ..
. .• . �� TRENCH LENGTH (L) HALL BE 1 (MIN). (10* FOR
before starting �aHc. on water facilities, Lft4rrr Y PIPE! � � (�1 `�u`a � j) *.j1' S EXPOSURE ]] �.r�Il��j�r1r. y�1�,yJy�� ;��.I�i/ [�Y��f (��lE � (t �;`yI�(, �/jI /� �s.I; �/!�(�',�i �/I ;� {�
_ • ♦��+ T PV it I...I \P��i/ M■ EXISTING •III/ ►V 'r �i i �i� 1f �' iR• . N i 7M , i i r
-�- / { i• y �: ents and _ rights-of-way v�fcr rt
, it '`" '` be n+ecessa c� X !�
, .• .,..�, r r�easc nobly oppropetate for
,,, W -�-- �-~ r%__1 . TRENCH DEPTH SHALL 12* (MIN) BELOW BOTTOM _ the extension - - will be conveyed or coused
1 3 1 4 SEE - M OF MAIN., Ra. Y y PP
to be canoe ed b the +� � :cant,
C _ �„�
0. .1 _ +* a C� W ROM •
.DEVELOPER'S CONTRACTOR SHALL PROVIDE ,TRENCH o
Contact Underground Service A#e�t at "'
-- /,: , .
f _ P e 800 --642 ---2444 at le s '
v 4�8 hours prior to the
SHORING PER OSHA STANDARDS. `�. c4
2 1 rnrnencerneot of this project.
15 16 - # .
C�'9� �'E � � DEVELOPER'S CONTRACTOR � � _ M � -
- _ 0- .
SHALL B� RESPONSIBLE FOR �C �tN �. Puce a continuous wee and step �€ • �I S-
EI EMBEDMENT BACKFILL, TRENCH BACKFILL, C+�MPACTION TO � �c detector tape over all pipe and extend u
. � �' • "• '� , RE�V�R.�►.7,E�, M FINAL PAVEMENT RESTORATION. �•� • » r ! � I. �u�y ..+.r.11l.rrrrnl.I lw�r*oft
� . � ,a �� U into all valve boxes. Tracer wire is required .1..1._�._, '
......... �I � on all pipe. -- - - -
5 s
�- _
..
� - � 9 5. For details of
typical thrust block :nsttrllatan, .Mmm . I - - _ � 7 � � .� _ LINGIEND: � R see draw��n� Cw S ---R�.*. ��./ .�WI�1..I.1....IIMr.111�ti" .
1 z
/ ., . 8. Protect. underground flexible couplings, bore . •
�» HOUGWo14 R#� stee #� 11��x � steev+�s nd al 11 ,� -- �., / 15 16 , 17 �1" "' , a l bolts (iinclud ng
-- t', stainless steel} as follows:
s ...�._. 1 8 �,
.._.....r.. ...`...`.' ".. COURT �'.', it3. '�--- a. Afto The entire area of the fittin must be
: IRONROCK AVE' IF I ww - .--. - .Iw.rr.w.rlr Irrrr -'-'-- - - - I EX r((]'j.j; (((�/+yr PHASE _ � � ''. p" Pnop szp) Iand free +cif diM, t#f�'t, old other for$,.g�n mutter.
�.{ i. Y •V ; I�II...M11 I..I�Yt /t.,l..q�wl \......"m ... w-%m" - -, B 1T
bust or other foreign matter must be removed by
_0 ----..-- - . . . � 18 - �- _ VICINITY MAP
scrip :ng or wire b shing, wip�n with a dean
_... :,
'"` + 3 * = GATE - i�A '[ - cloth muy be necessary to remove the particles * -- - -
...1.. ,I.I....tl.
C ", ( ' ° N.T.S. from brush cleaning. An oil or grease must he
48'�e" PVC ��- --�. 3 - .
_.._ . ..' -�.g..�� removed by rising a low res #due, voloffle petroleum
- 1RR. - C-900. PIPE � � .1 , Er.
SEE CEMENT . - I S : PLUG solvent before a�ppl�cotion. cif grease and wropprng• �
,'!� WATER 24 j% 25 ... .+. .1� . b. The exposed rrea shoo , be +coated with a �
DETAIL 9 `- .r.r...". "" .,r' . :,.1..... W __ --,KIM
A -- - -• .. _ heavy c+cdt ng of Metatg Qrd 301 grease by the N I 11
dove method to a thickness of of least 1/4 . �.
< SEE NOTE 18 - - . o _ c. arm wrap
1 @ "". F 1� + p the entire reuse area with one a oc
. :. .: to er, 0049"= 0w__~__ ----------- x
. _ . "11 � 8 y half lapped of o woven glass filament - 3- Ifttce
- OR SHADED
0 1 e - 0 ' mesh Res art trap, wde. -
LOTS E 1~ - . .
. . �:1..,`
_ 4 w P d. Apply a second layer of etolguard 301
. . grease on top of the -glass , filament by the a�
. glove method• to a thickness -of at least Ile,
- 23 . .
. 26 e. Firmly wrap the entire *grease area with a
- - .. BILL OF MATERIALS' - .
- -•�- -- ,.._....rl�.._..,_.....�.1..._ se layer, half lapped of the win glass fila ent mesh. BAK '"'"' 49____339 .,.1..
�_ I . ft M r __ 10 W-Minown
_ :�„ f. + over • th+e enure mesh wrapped r
2 '�-- 1'Tl IRON PIPE 531' -5'" P'�-�-.i� PIPE . Pp area of the
f stun with t third and final coat at least ff ftwv,
W � �� 540 - POLYWRAP TUBING F 1� PIPE 585 •-- LINEGU 9
1 2 . Y . 0 - �'� � ARD TAPE ���• thick u€ • beta# uurr� �#� reuse b
3 5--R.S PV+ 'APE 585s_ -TEI w1PE 1A+ T y the
oo PIPS S RANDED dove method. D1
-7D'� -UNIT t� 8 TAPE COPPER THWN INS INSULATED - .
_#
. 495 '•-" - - .
DUCnLE IRON %1 0- . . 22 2' I x•70'•- TRACER WIRE #12AWG STRANDED 1-6* GA VALVE - P
2 1
a ers € 9. Firmly PP y y P p. half
�` 2' 23 - COPPER T't�'�iN #NS�L�r`I'ED 1-- VA�'�E CASING & G��#ER ASSN' topped over t
FIFE M 21 . - 27 -
�� ,� pp r a1 arenas o€ the coat+c# and wrapped3i '+
- _ _ _ '1 -12 GATE VALVE PCB 2--� GAP TAPT � MJ fitting. S ckfilling ma follow immediatel after '
y y
1-�- VALVE CASING & COVER ASS' 2--2" Bt..t WOFF } Y this wrapping,
, PRASANNA
}gyp P -`��Ps
y�. 4 .
N `l 5 P�3LYwRAP F/Dl FrmNGS 7. water ma :n shall be installed . at #east '10 1`t. � '� . �A ;.
} 1---2 F#LOwOFF ASSY hor�tntuliy from and fine font higher than ,
. e'er = 4 -12" RINGS F /PO FITTINGS storm - and sonitary sewers located - parallel try �.
..I....%m..r.. co . . . . ... - the . tI J 0
.,,....�... ....__..... e'"ss - . 28 _ 1 8 RINGS F /PO SITTINGS RVI S
main feosbie Center a 20 foot
7-�r 1 ". SHORT SERVICES SLOTS --� , length at all stdr and sanitary sewer crosses l�P��i�'4 �'�`: '�'$`: -
$ .. w
i SIERRA MADRE AVENUE ~�--�-- - � - -,--�. -.
of - i 1-� TIE --IN MATEPW -.S PER DERAIL A - 22-•24 inns, �nimum separation between seater anc�
-�"�� t l
1. . " . } woter ma►�n shall . be one foot .
. 20- 1 LONG SERVICES /COMMON TRENCI - unless otherwise .
indicated. It.
.. ,. ,�,.�. ,� ,� (LOTS - ��-- --
f
.. -�.� --^__ _-�; '� ^� - .+.. -a :�� - w - a,r.,,,� ci+...:.3- �--'.. 7L -rr` - .f' ;,; "' a.- _ . .I..I► l • • • .
_ �....�.�. �.. �,, ,.� .� •,�. MAIN AA_ _ - -�...r _..., _ - - . Is .� 'j ,* : fit? vf, Y Ct iiGr.s }r t" �: #' boxes are. to fie #n
1% I ,...,. _ -- x.....�..___..__ :_.._ _ �- - -- �2 .:�.... w _• - -• ___ _ _.�.._ _____-- �- ' - _ �..�.: __ . 1555 D PRIG C-- 00 PIFEE 2--�- 1 l..t}NG SER1lIGES .CO IGN �'#�E�iCN sidewalks eras �
�, ti - --- -- - -, 11.11 �..�.�.. -..... s raer+ curb or. . :fr�veways.
`--^- - yyy11l//��� # {E 1 t C -""` 1� � tt� ��+...`t� .a,.. - ss � ) -.._ # t _ � i' .._.+�+.actf �?_E... ft�:bt1 /fit h.�_.�± .. �` i _ A ,11 S ' wip i V �~ J -`. - . ry �• u l ad - � . .. ,..r e r w -. . . .,r �w�w.'r - � t�r[..�� ;..w .. .+s. _ _
e l
i.
_ •.....mil.
jf ��j��( j{'''�� 2j`,��(��'j{((�''y� rr3te'ctfon to the meter j��o yy�SAS�Isus, r �-� ��v.l� , '�': - _10:?
"+�.. +l...w+..+.y�.. - / -TRACER 1 i i 1 • iJ `. ♦ Y STRANDED _ i 7 f t�/r �fl/�Fx• * f 1FT . + auto ` • wr..� .+. .
. r a F . -
�..� �� y rte....
COPPER THwN INSULATED traffic and parking.. 0 . :".. _... :�: :� --
-. :
29 .4 --8�' GATE VALVE PG HY � �' ' • _ �`�` � P7
1i. The exact locotion a# each service to be d .W.w �..,`
_ PIPE r 4 -VALVE CASING & COVER ASSY 3 -.-16" FIRE HYDRANTS .
• • s . l
ADDITIONAL PARK AREA - 0 � ' . 11 termined at the :'time of . installation to ovoid W . No. C6$ �`.,'
...
f a "0 40 2�8" TEE "ISO 3�-8* X 6x TEE PCB • M ,
%
conflicts with other utifities. Therefore,'. the
. 1 -8 X TEE PO SEE NOTE 17 F/TYPICAL MATERiAL'� . nu. her of ►..
4 -�--8 x REDUCER PO m long, she a'd . split servrc�es ..0 *
. 1 �-8" CAP TAPS` 2" ICJ may r�ras .Preferred CwS labdt on to ..be staked ,
I �r - ,. and R)stolled b deve'lo ers s e - � � . .
. 1 ""2 -BLOWOFF ASSY P r 'engineer. y I- ''
t } -8 ,. � Y HEN ASSEMBLING }� #'' C -.940 PIPE relocatitons a ter installation will : be at developees _ O '
11-8 RINGS F',PO F'ITI`iNGS TO IRONING PUSH�ON OR MECHANIC ex ense.-
�.'""' ���} �'` 2�8" INS � AL P .
tFOEN�. aID�TONS ARsE�s�).r ...€�- --
= 00 _ IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE .... -
A REQUIRE Ai.'��'t'�i�'�'E 4�1� A�r��iAl. ��`El���.S Ft3ft `D-lE T�E�IIV
4D POLYwRAP F/01 FITTINGS FITTINGS FACTORY FADE DEifEI, FROM THE SGT END
1 D. Location of_ blow off . in new street area w I
�.
terminate , where streo irn
_ �� REQUIRE /�..-���� �� ADDITIONAL ATERIA�� ��� �� TIE-IN _ .. I ,.,,;..� - - j t � v
'£ THE EXISTINGiYSTElI, THE D�lEIr.OPER'S Ct3N'TRACTOR SHALL BE TO TI-lE EX #STI -� #G SY�i,'NE DEI CER`,.` C3GTi�#� SI"1..1.. BE:;? 3f3 �, „
OF THE PIPE PRIOR T't3 INSTALLATION . improve ement ends.
1--� TIE -IN MATERIALS PER DEt-AIL B .r�
RESPONSIBLE TO PROVIDE THIS ITRIAI.. TO THE COIAi�Y TO 1 '1. Services -
RESPONSIBLE T PROVIDE THIS MATERIAL THE COMPANY TO - �nstalfed : rcress :_ ' s #greet area
v� #1
COMPLETE THE'1E-- �Il.teec# im
COMPLETE THE TIE-IN. � � Q�t -backf �Il •when �- e -
goo rnment agency's .... • .
c4 .
SUMMARY
rn action re uirements cannot be mot with
-.1 .. 12 _ w �, - riotiv . b �- . • . •
ckflll.
#� . TRE12. It -is the responsibility of the contractor to
T� _,
ver: .
t I ____ - _10-0 2 he excat loc t
oo
� � - 2 _ 31 n Lind t�+e�x #h of a##
a s + w i
- N.T,S. existing Viand proposed fac'fi es prier to . . .. PIEPE 2' , . water main installblt#oa . -
0 - I EXING MAIN: 2 I .. z Mi I L� . I EXCAVATE T � --
P 13. `lie list• of . ateiidls for . -t
7 -- 1I" SHORT SERVICES _ EXCAVATE TO ExPaSE 2� I�IN, � }# _
_ , R his lara►ect rs for
. C S . Co.' �ti��t�n . t��d refere I-- . -.0 r .. ,_......_... 45 4 - 0 . ace ;, p4rposes
0 -- I �' LONG SERVICES /O TRENCH EP IvllNr .� . '
7 . • only crud Is n6t 4nWn' ded •. - as .=•a .full . toke -riff -
11 t '. of material . re _ . ' . '
ui
.::: ='-
'
-� �+ _ - _ . ... .
The water -.. suppl r for - h s clev ' k exit is. - €re
'.
a:..: r�fes:
._A
d
� � 2 - .�..-. i #�►ea! adder ot� c dit'r a - -
�. -� .. � .. n I wells .. . .
__ - --n-1- :9, - .� �. ,... - -fir re I+ccernent anti ` .
�► r ..' pressure wII b u #red .
W - .L.. . z � - 4 .. :I t it Ah+e •future. . • - . - . . ' n _ : -
4.5 WIDE - 18. Devslopsr shall .. obtain. bbl perrn�ts n�cess�ry � . . �Wq ---I- - .� c �. . . .
s
PROPOSED 12" WATER MAIN StDE�iA�.1C. for the �nsta #Ir�t :ors = Q€ the €r�bllif�es . ';;b . _M . �" """"'"' j,t
'18. This water. _ , -i.
1 3
IMPORT
ACICFILL REOUIR£# WHEN '_�...."1"`r` # .
-GOVERNING AGENCY'S- COMPACTION -
2 . P an .design - is -: bored o :._ inc+o plete -. - - - . ..
- - .
ad .una raved . #m rove e .
PP l nt .lams. Terecret ,,
REQUIREMENTS CANNOT BE PA � � � - : -' :. • .
MET WITH NATIVE BACKF�LL VEMENT & �EROCK � LINE CROSSING- �� ROAD . . sewer stvrrn .. -. raE
. (WHERE- REQUIRED) 1 _ _ _ _ . . . . ;...r#s . an . street ' gtc�or�g con .
#lrcts mdY occur:.. . ItA I * , - .
.��� -
FINISHED GCE _ .. . -- _ . ' _ . . ,
•.�, .I.I.. r...l.lwllr. .IA��
.. .. . _ . 17. ! I •Iris #ct�t . 8 .: ire- - � rant Taker eld .. :
f
. 2 NEW �N. . NEW &WN. R/W - . .. � - _ .
: R1. #'nts a€ . CAS . - -.a. r�whersh ::.for each h .fr t
AT` WATER MAIN CROSSINGS IN CONF CT WITH OTHER FACILITIES ,P � y ant �#
30' its' :. _:.. = 11IL-Tv EXCAVATE TO _ EXCAVATE 1' Zi when the water main is ire conflidt wit# existing - focilities or � ,r .: ': _ .
1 - 1 ' h .Outlet too - pig W 1. S
�� '
,� EXPOSE 2' I` IN. :y € P€ SE 2 MIN. prop�ased facilities that rewire mare than a 2 foot ad•ustrner:t r .
♦ ♦ y * - - . . . . . . 1 1 D 2D 20' .:....-- :..1€ ' ...,........ o 1 8� finch G t Vol we I
r from the nt�m "snal- feet tf cover a fabric .� . .
"WATER" LINEGUARD TAPE aced s set ceme
w t nt � � 5 8 Field Lok Gasket
(FOR ALAI. PIPES . , _ Z MAX. mortar .tar I :need *and cement rn+crt+ r coated offset will be installed 1 �' Votve Casing and Cover Assernbl . V - -
It �. 4' •miN. - T1E&%w=w1N DETAIL "A" l at the crossing per GwS Co.. standards. ,,1.r..r.. --- 2/ 2Y �� ,...ra- 2� 1 - 8 - In :ch Ell D (r. PO SDI ' C€. - y .
,� L "' B . I . r +/-�- 7 Feet of 8 lace Ductite wlrot, . Pi e
. . .
. 1% I It 1% UNLESS t r- -.2"IN - IM . rJE . 4' I 1 --- 8x442 inch Fire Hydrant ' Bury: FLGx 1.
_ 1 8x8 Inch Fire H drarrt Extens
cn_
RAND ENVELOPE , r NOTED ' - N.'. 1 FINS .-�:�
y
t HED GRADE ELEV. GELD VERIFY'. .�
DE�fELOPER S Ct3NTRACTO# SHALL #NSTALL NEw IAN AND ADJUST FROd n 4.5 13E 1 Set Its, Nests uhd Gasket F H ds
r i !2�
1 TRACER WIRE % 0 - . • , , IRRIGATION PIPE II'+i1�''ERT , = FIELD . PROPOSED 5 OR 8 177. ELEV. ELD VERIFY SIDEWALK Pt�Iywrtsp `ub n9 PVC .Tape f t.�ne Guard and
NOMINAL 1..1NE AND GRADE TO 4TCH THE EXISTING FACILITIES AT TI-'II 1 DEVE.OPER S C_TR: SMALL #NS`TAL.L NEB 'N AND ,DLfST FRONT iA`ER
FOR ALL PIPE) • . . LOCATION, ' . FIELD - VERIFY SIZE & -DEPTH OF IRR. PIPE PRIOR TO �N y
T fE DEVELOPERS C 3NTRACTOR SHALL 1NS 'ALL. A TEI PORAP _ I OI INAL LINE ANO� �.GR' 4 :' BATCH TIDE SCI .. and sc. Cant
nc and Material*'
. t G FACILMES AT THIS
r ` + E ! 2r LOCATION. TH . ........ " WATER I
POLYETHYLENE CAP AND 8L0 OFF AT THIS LOCATIOt�I. E DEVEt.C- * S.. CO �► N INSTALLATION l _
- • �• • , . _' .. ` . :.. ... ,.1C `t�R S L1: 1NSTA ... ATE PORAR' 2 . APpl *cant • �o provide ffre hydrant head, bury
aid extern thrau h the City a€ BalCersfi 1
CAP ANf BLOV OFF AT CIS LOAON. e d
ENCASEMENT, 8MIL ..-.... -,� -
FOR DUC LE IRON PIPE; • • jCAUFOR} \NIA WAFER SERVICE• CO. ILL TfE THE NEW MAIN FROM THIS � _ }��+�� `y�jj jr�j j�.� � �J�j C ��`TON AVENUE 're Deport �r�t.
ALORNrA� I THE NEw . �N MCCLINTOCK P I •� ' •� 8" SAN ITALY SEER 1 ' ,� LaCATrON. .. � EL V. AOCK REQUIRE AN &TEtRN I �N TALLAT1t�N,
PVC C Bf3D - PIPE _ r -• , . # 6' EXISTING MAIN, 12 DUCTILE IRON RIPE 1NSTAi.L 8 PVC - OVER 8 SS w 4 COVER,
/ THE OUTLET TEE AND GATE. vALvE MAY BE
. 0 EXISTING MAIN, .8" PVC.- C 3DD PIPE REPLACED wl 'H� .
a
R DUCTILE IRON PIPE .
. DEVELOPERS CONTRACTOR SHALL PROVIDE R w - 13� , _
CALIFORNIA WATER SERVICE FINIS :. 1 -- 8 Inch u
CO. WITH THE FOLLOWING MATERIALS FOR THE?E� -IN l�" iIl..l..Al AT DEVEi.OPE#'S Cf# . €R HED G#�E Etl X7.5 O tl;t'ee l�'}xF"l..G CI, Cl.. -
.�-.-- __ - ____ - '# 8 Inch range . Ty e: Gcr$ket
SHALL PROVIDE CALfFORN `A� SERVICE �+ it# 3C -�--- ,
' AVERS READ, CO. ITH THEt~}I.LO`�ING MATERIALS FOR THE TIE ---IN IT what. MAKE AT 8 SANITARY SEWER #NVERT ELF. = 34D.0 i x 8 35-1 LD
.1O 2a / /2 lnoh Machine S�Its W/kex Nth,
Rt�CKHAMI'TQ A1ENt#E. INS'ALL 8 PVC O�lER 8 SS w 4' COVET?. 20 1 D --- --�.,- 18--8 Stanless 5tee#
1
N______ .
+ ALL EXCESS SPOIL. IS 3t? ' REIN TRENCHSIDE - 2
a 1 -- inch #e '�/+alve �`LGxPO NR
O
_ SN
: AND ALL CESP#'f 1 �ri�i�V�• '."' 12P SOLID r E _ .
. � 2 �•- 8 CEWAINTEEDN • PVC CLOSURE COUPLING - ( //,�jj� -\ FINISHED GRADE � _ �� - w-- '�'"w' ...*.._.•. -. 2� 27--- �-"... }►+1j� }��{ . . .
2. VALVE CASINGS AND COVERS SHALL
8E :RAISED TO F1NlS #'TED � 10'-�- 12" DDCTIi. � IRON PIPE 18" STORM ..:.. � _ � .• . .� . , �
DRAiN INVERT ELEV. 338.1 C #...Ow5D- 1 2 - 4IS" �-
�E AFTER PERMANENT PAVEMENT' �� BED PLACED. 1 D'".' 8x PVC C�9D�3 PIPE � - • f. INSTALL 8" PVC OVER 'I 8" SD w/ 4' COVER. � � , 4' kitRN CO€� : :! ' °-- CLOW 85D - 2�-� �� �c . �-� 1
..
. CtI►iTRACTOR SIaA#. CONFORM TO CITY tF BAICERSF7ELD..�' IN ADDITION, THE DE'VELOPER'S CONTICTf3R SFIAI,L PROVIDE: IN ADFi�1` O _ - -
ST 1 D SPECIF'1CATlONS S �- PAVEI EN ' 11ISC. CATER I N, TIDE D�t.OPER S C 3i" T G1"4R SFI� PRt IDE, .5 It3E �€he fire ch ef= W01I r�akc tt�e €�na� - cho4ce of � � : . .
" ., #ire h grant hec
AND S1' -~22 PATCHES) . L REQUIRED TO COMPLETE THE TIE -r-IN SUCH , BUT MISC. MATERI L REQUIRED TO COMPLETE TH.E TIE-IN SUCH AS BUT ..� SIDEWALK PROPOSED d with CWS Co. a � r-
5 FINISHED GRADE ELE 34ti 7 RO OSED 5 OR y - .. ' . . PP o ►a(. : PR 1b.:
ACFI. cPA�c'noN. NOT PROTECTION MATERIAL LIED P'� PROTEIN w
€.... PIPE
FITTINGS, LINEGUARD .TAPE. CONCRETE FOR THRUST BLOCKS, FLINGS, UN tI J TAPE, CON�O&E FOR THKO T BLOCKS, 8 ��NITARY SEWER INVERT ELF* -= 34G.5 18. Na service de�asit is re aired fc�- shaded Tats.
.- ...,.�. The cost of +ere Services off � Propose- - -a i �-
` �� CROSS- BEN CKF�LL ARt3UND AND OVER THE P1PE`s ANAL SACKFILt. TO EMBEDMENT ��tC�{F'1LL AROUt� • f� OVER TIDE I?tPE, �- BACKFIhL INSTALL � "._�'VC OVER . 8�' SS w� 3.7' C£�VER: - .P.. P _ rr�s .
s
S, ANO PAVEMENT REPLACEMENT, TO FEET Ct� APACTION REQUIREMENTS,, AND PAVEMENT REPLCEIENTr
w #11 be per�d by .Cal ater.-- Oeiedus" 'the lots - are; .
�0C adacet t can existingtpin :tom,.
. . . N.T.S• . . , __ __ NOW-_ __ - - I- . SIERRA MR AVENUE IBK--- - ______._____ - - . .---
, __ ______ __ . . . . . . 97" - ' I . :------,--, I --- ------- __ 10 11-0 ON- __ - - MW ------- - -,--- mmq- __ I I - - - _-__1 '. - . - - --,-,O- --------- I . -1.1 . - --- - --- .- - I . .0 . . . ,,. -.>_. ;;V,; y � t Oil` t
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