HomeMy WebLinkAboutWest Bay Auto Water Plan - COM Plot / Site Plans - 8/30/1995 GENERAL WATER NOTES /�
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1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST I SECT. 28, T 23N , R I W
REVISIONS OF AWWA STANDARD SPECIFICATION, AND THE LATEST
REVISION OF STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION BY THE WASHINGTON STATE D.O.T. AND 21
NEWK(RK
WASHINGTON STATE CHAPTER, A.P.W.A. /
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2 . THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE
STATE AND LOCAL HEALTH AUTHORITIES . } /
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3 . THE ROAD AND STRUCTURE LOCATIONS SHOWN ARE APPROXIMATE AND Q
. INTENDED TO SHOW THE RELATIVE LOCATION OF THE PROPOSED WATER >
SYSTEM ONLY. Q
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oo' 4 . ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND IT J J \
•♦� - RESPONSIBILITYSHALL BE THE
EXACT LOCO ION TOAVOI H CONTRACTOR T: VERIFY THE m j SITE
DAMAGE OR DISTURBANCE. = >- >'
_ -- - - - z Z
EX. FH o o 0
5. ALL DUCTILE IRON PIPE SHALL BE THICKNESS CLASS 5G, CEMENT O 2G 2
LINED. ALL PVC PIPES SHALL CONFORM TO AWWA C-90G CLASS 150.
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� 6. THE MINIMUM COVER FOR WATER MAINS SHALL BE 3 ' AND SHALL BE � .� p Q
O/ I REMOVE EXIST. BLOWOFF AND CAP ASSY. MAIxTAINED AT ALL POINTS. N
H
CONNECT TO EXIST. GV W 8- 45' Y
7 . CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS
` ELBOW, FLxMJ TO PERFORM WORK IN THE COUNTY RIGHT-OF-WAY. ALL PAVEMENT
CONTRACTOR TO VERIFY LOCATION OF PATCHING AND SHOULDER RESTORATION SHALL BE IN ACCORDANCE WITH
==> : WATER MAIN PRIOR TO BEGINNING COUNTY STANDARDS.
OF CONSTRUCTION 00
g . CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL WHILE V i C I N I T Y M A •
___ � WORKING IN THE STATE RIGHT-OF-WAY.
9. INSTALLATION OF WATER MAINS AND SERVICE LINES SHALL INCLUDE N.T. S •
18 LF,48" D.I. LOCATOR WIRE BURIED ALONG THE ENTIRE LENGTH OF THE PIPE.
0O / LOCATOR WIRE TO BE 14 GAUGE OR LARGER. LOCATOR WIRE TO BE RUN
/ TO 12" ABOVE GROUND AT EACH METER, BLOW OFF, AND AIR/VACUUM
O 22-1 2' ELBOW, FLxFL v VALVE. ALL SPLICES IN THE LOCATOR WIRE SHALL BE MADE USING �TrTE
/ SPLIT BOLT CONNECTORS OR WITH A DOUBLE NUT CONNECTION AT A vALvb ►rv►RKeE( POST
�/ FITTING.
a SE UP JDNES J S
�� 'r28• 10. 4"-6" GATE VALVES SHALL BE RESILIENT-SEATED GATE VALVES oR 'tQuAu w�AIN
? �p�• � 9S a CONFORMING TO AWWA C-509 . ' 2"F.I.P.T x 2 y="�nn�_E n OR
METER WX FOG Tn-F D-7 OR EQUAL
►R ylRTr r ` _ -
Lr[
e••2a•eve coc °`
r I -0" am AS
O'HCRrIiC S/EC:rED J
4 7
•�.\ oil
I 2. IN
METER BOX r/ST'L.
a � (Z),i u D S FRAME UNLESS 2' Lt5k SCREWED&TE
, POADrAr OTHERWISE S/ECIrIED--` I Ot •E I I "tLVE W/ 2'DPERATlWG VLff _
�q:*- ILED T 0D
Ro►D aTu,� I I 11-1
µ,,me FDRGiti I 2'6LP AS REQ'D TEE► LN
EE
ti �Ct) w !'-a' MU, uNDE -
_(� ROAD SURFACE- -0' lrw
i CV � — ► -- �_ rz _
n 4
GRAVE_ V4RiG,Bi.F SlNI/.1G JQINT
! CORR COCK LMSUL-ATED UNDER
45� ELBOW, FLx FL - ;
. 1 / FROM BOODLE ANGLE METER WINGS
�
_ Y MA-AR IWN r/PADLOCK MINDS—J
8"x8"x4" TEE, FLxFLxFL / SADDLE1 I -
A ELEVATION
4" G.V. FLxMJ _ 1� /^ SERVICE
JCOPPER SETTER �-
8p / I FORD
CHECK VALVE
V" G.V. FLxMJ / / �� � J / FORD OR EQUAL
�.7E W/
DOUBLE DETECTOR CHECK VALVE ASSEMBLY / / N OT E s: '�_ . - - s-► ��nuG '
��- INSTALLED BY BUILDING
. PROVIDED AND I SEE r.'ER,._ S►EGF:uTION3 FOR
R CONTRACTOR TY/s TD B( °,"°
!� 7'S8'S:" 3� -F� _ - _ - - - - - - - - - >< <.DOLE COCK, METER 1-0. -I-EA S on GS TO BE 0r OP
= 4 D `b �/ SIZE .•EDIFIED.
L = 69.10 s��a s T P"MMG SADDLE `ROM .NTH UP TO NCTEs
WE\ a. METER TO RE SJ•.LIEC AND"STALLED NY ER TAP. I 6W OF 20' OF 2'GGI.P A
. O •�W/� LR Z
DISTRICT.
C � /� 3. :ATER SERwS-31I/Z-DR LARGER SMALL HAVE
4 '`\ - I'IYPASS AND BALL BE SPACED FOR
_ \ O ROCK WILL KT(QU M,iN FORD VVF CUSTOM-
' / SETTERS,OR [OVAL
\ CONSTRUCTION
13LOVVOFF ASSEI`-'
CONSTRUCTION STANDARDS
\ SERVICE CONNECTION N.T.S
� WATER SERVICE (SEE DETAIL) /
,N.T.S.
1 � \
2" BLOWOFF ASSY. �
(SEE DETAIL) �� •� l
S9.. 6 � '
7
1b 01
t� ov 6�tPRIN 1 t
- lowLO I AUG 3 01995
MAR LT®
UNBALANCED CROSS PLUGGED CPGS$ PLUGGED CROSS �\
SEE NOTE 3
•
WESTBAY A TO PARTS
PLUGGED TEE VALVE HGRIZONTAL BENC J/
GROUND LINE
and DETAILS
TRENCH 60TT0w WATER PLAN
I� r ro ROOS I t Ede WESTBAY AUTO PARTS CONTACT PERSON:
MR. BOB PRICE MR. BOB PRICE
,. .. :.:. 2610 SE MILE HILL ROAD (360) 876-8008
TEE `F1�,�
p PORT ORCHARD WA 983662q,
VERTICSL BEND (Jf TI�(`j � JOC - 3 /j�V /I✓� �G (J�7 /
SIZE OF ?LCCR TO BE
A/PROv ED dF THE A. -
w ENGLNEER.
N 0 T E S: y PA.Box 120.9119 Retop ldg Ba,leveFd N.W.
��y 1 z_ Silverdale,Was W383
Y' BRANCH �/ Silverdale 6132-505o eettle(206)682-8314
1 Fax Of)6W-0546
I SIZE OF BLOCK TO eE DETERNv7ED By THE GRAPHIC SCALE rI _
VEYING
CCW7RACTOR, TO BE ADEQUATE FOR SOIL
CONDITION AMD PRESSURE RIvOLV(p. 1/
Z, ALL BLOCXING TO BE ON UNDISTUROo �(
MATERIAL q Rl ��� ENCsINER PL��I�
A 20 0 �0 20 40 80
5. !LOCKING REQUIRED IF PLUGS NOT AECURE-D 'N
:LOCKING
BOLTING OR ADEQUATE STRAPS-
AL.
( IN FEET )
CONSTRUCTION STANDARDS _ ___
CONCRETE THRUST BLOCKING FOR UNBALANCED FITTINGS 1 inch = 20 ft.
N.T.S.
N0. DATE DESCRIPTION BY JRP JRP KPF 06-28-95 1" = 20' 4219,03 4 of 5
1 _
ABBREVIATIONS
80J = BOTTOM OF JOIST
` 8" ELEC BELL 9B = BOTTOM OF BEAM
BOD = BOTTOM OF DECK
TOB = TOP OF BEAM
TOS = TOP OF STEEL
AFF = ABOVE FINISH FLOOR
POTTER FLOW SWITCH --_ FOW= FACE OF WALL
1 /2" HEADS
OVERHEAD DOOR
VSR-F NTS = NOT TO SCALE
PRV = PRESSURE RED. VALVE
0 R! 18( )S( 18( 38t 18( 00 00 ® HEAD BOX WITH - RM = ROOF MANIFOLD
HEADS & WRENCH _ 4-9 0 " HEADS SP = STANDPIPE
1/2
NIC = NOT IN CONTRACT
4" RELIABLE MOD G 4" AMES SS2000 S I L�'ER BULLET DU ON = DUN FOSS OTHERWISE NOTED
RIGHT CK RISER ( TO=8Y) BACKF LOW PREVENTER (TO=40" ) ATR = ALL THREAD ROD
1/ HEADS -� WITH (2) PUTTER MOC' - OSYSU-A TOE = THREAD ONE END
TBE = THREAD BOTH ENDS
1 WITH TRIM Q �� TAMPER SWITCHES TxG = THREAD BY GROOVE
s
GC GROOVE x GROOVE
PP = POLISHED x POLISHED
\ ,n
0 0 0 m ® r4j HANGER LEGEND
4x0 15)4GG GALV #1 U-HOOK
TENANT \ - - 6"V I C 90 #2 COACH SCREW ROD & RItIG
1/2" HEADS I --------- ------- ##3 CEIL FLANGE, 1/4" LAGS
RETAIL HANGER #1 5 4 EYE ROD, FASTENER & RING
ALL LIGHTS ARE FLG 90 �
TUBE FLUOR LIGHTS c1 2" MAIN DRAIN---- 24 6" GALV # -
PIPE OUTSIDE 26�
_- — -- — _ ##5 -BOLT (PER DETAILS)
0 X, 0 0 0 0 v) % � -- I ##6 KWIK BOLT,ROD COUP, R&R
__-- - --- _ -� 1/2" HEADS - MAIN DRAIN
cA #7 POWER DRIvEt�1 STUD, R & R
ALL PENDENT HEADS IN THIS ROOM PIPE STAND / e Q
ARE BRASS PENDENT 17/32 HEADS #8 TOGGLE NUT, ROD & RING
WITH 401 CANOPIES �, cp cO >- #9 REG C-CLAMP, RETAIN STRAP
6" UNDER-GROUND Q . Of Q
= BY OTHERS ^ Q 1 TOP BM C-CLMP, STRAP
I/�>" Hf AU` � ' Q Y Y ##11 TRAPEZE (SEE DETAIL)
a 0-8 J z � Q
o 1 SIDE BEAM BRACKET
Vn Z WET S ll ��01�YI1 �'���V HANGER �#1 5 w c� m
� 41 J
AUTO PARTS STORE W c CD r = H AP
Y „ z � < I- 1 EYE, NUT,ROD,RING
a j-6 4" RISER CA o 1
Cr Y I X STUB UP HEAD 4" V I C 90
a � / � RISER CLAMP l4" ',
`n `� 1 x0-4 NIP TYPICAL ,,, � #
I _ _ _ 1 'STREET ELL '' NUT �'� 16 ----
_{ _ PIPE SIZING dt SPACING CONFORM TO
2x4 FLAT _ ._ _ - BRANCHL I NE ATR INSIDE 1 ' I PF NFPA PAMPHLET #13 STANDARDS
PIPE co
4 x 1-4)i TG FOR HAZARD OCCUPANCY
INSULATION _ - ! N A BE NEWLL Rdc UL,aFM EQUIPMENT
APIPROVEDTG
_ _ I NSULAT I ON
BOT. CHORD SHORT STRAP _ _ -BLOCK WALL
OWNER TO PROVIDE ADEQUATE HEST
OF TRUSS---------- -- . SLOPE PIPE AS REQUIRED `_�3/8 KW I K BOLTS TO KEEP PIPE FROM FREEZING
- _ PER NFPA 13
PENDENT HEAD — & 3/8" ROD COO ' Y
TENANT �.� 5/8 GWB a- U U
_ LQ RETAIL J H A N(3 E R #15 O m m
v m m � I
$. $. I& l 1Q ® O Y Y t+-I
F®C DROOP DETAIL o �, < < m
1/2" HEADS SEA® DETAIL A L.Li Z 0 O o w
C� Q a z
® ® ® ® ® ® - - --- ---- 1 04-0 J 0 o Q Q
O 3 3 J
—— - -- ----- -- - - - I (' Of N w
JtAIIIL WA�� _----- - ?" ELEC BE- 5
AA commeots and acceptances relate ezcFugively fa relative 0�af-- - - - I - ---- - --- 53-t -_ _ -- —-- - - - 717 � 6-0 � x
vinous com*ions upon ,ire ios franc_ rate-. They are not to be core-
- - - - --- - ------� -- ---- C/�
zbued as boring in any way coon tpe question et w'iether"due care" � _ - ____-
W been ez�rGsed with ressxct to possible liability for personal irt, -
Ill or damage to Mope-,4. It is recogniud that hazards w`.ich rue I - -- - - _--- _ _
-
!el sr. loss '-:a +ar+� - = - - - - - _ -*--k - - - ------- - -- - --- --- --- ---- - -t - -- - — - -
IEFLECTEL) CEILING I
j
8- -9 N I� o
- 1116 2 2 2 � ' ill t
- - lY' O p ® 18Z
'-1 -1 8-1 1 -1 t 4 9)i 1 3h 9-1 1 3 6- 9 —
I 2 0 2 1
-7
00 - --�- cD I w w
13 ANG R ao 0
N I 26- 1)1 a Z
I U _ v
-4 2- I o l
z o
tD w
6"UG ` 1 1 ' 2 2 2 �'.'� 1 z
N w
8" ELEC BELL -4 9- � 9-1 -1 0 9 1 0 -1 1 1 X 9-1 1 9 6 9 0 Q
Q J
o �
w J Q
z � 3UJ
w o
bi U 6 I UJ UJ (n O W Q'
l,Z� LLJ
� � N N � w x I- Z
z 13 I--ANGER Li
V) a m w Q_ Y
Q In In In rn 7
aU 1Ya 1 '+t 2 21 2 1 )� 1 Cr Q a Q a
"'r'° L,, � I ! 9 0 9-1 -1 0 9 1 0 -1 1 1 Y 9-1 1 9 6� 9 6 _jLLJ m U m m m
QN O Y J .J J J J
Z I 6 0 - - - N W L m m m m m
o I = RE OTE t95 SO FT , fi z z O
Z z `�
- O CV
J -
r cD Iuul II I15 16 17 18 19 '�
p 1Y, 1J4 2 1Yz 1 T T - IW
T
FDC 9-1 -1 0 9 10 -1 1 1 Y 9- 1 9 614 9 C)
Of
i 1 3 ANG R 'C Z Q O
e a I i i _j 000
6 N I
6„ a v I L�J
a J
_ �� 4o�us rq Q Y
pa NT RED J 10 1 1 sgVo��mpete� 2 w Z
l-0 L -.'I 1 1 Yi 1 �t 12 2 13 klo
14 i0 '0 Yt 1 0 °
N 9- 0 9-1 -1 0 9 1 0 -1 1 1 9- 1 9 6l� I 9 6 o cYp•�� a �„ `Q _ ~ Q_
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N 6 I 3p W 3 x o a~2
CALCS: I 01 I I
r~A U 3
� 1 � �' � .. � Z CD � li a
ORD. HAZARD GROUP 2 .20!1950 SOFT N N W a N ao O�
SYSTEM DEMAND= 525.4 GPM AT 42 PSI 0. _j
to
_ ml ® ,n
STATIC = 55 PSI z � -' •, � O 6 7 �
RESIDUAL= 20 PSI BY THE MASON CO. Q
FLOW = 960 GPM FIRE MARSHAL 9- 0 9-1 -1 0 9 1 m -1 .1 1 )6 g 1 3= 6- 9 o 00 #�
MCDONALDS DRY SYSTEM C=100, K=88.0 cD / i 4 4x1 G
"TH ,NWALL 4" OR ":�L I PE �n I 1 3 ANG R �.. o L) o
7 8 1 .Vi i O U �C�yA L � o
- -- - in
- -F— �` < i
N BEd+
e 11-1 1 1 1 0 1 -1 0 1 1 3'� -3 1 1 l 0 1 1 1 Cr 1 -1 0 1 0 10 rn N °"
N
I 6 I I I Q p <
--- --- - -— - ----- -- - - AGGU i a
W� U V FOR TESTING CALL DAVE sALZER 4 RELIABLE MOD G ��MASON CO. FIRE MARSHAL PIGGING PLANLn
PLAN
z0s 427-9670 GG CK VA . Z't x 214x4 F .D.C = 03 i Z
�DTE I� ��IUV (T0=0-814) SII,:�LE CLAPPER CN
TO SPRK"
9-339 e0-3 CO-LAR TO BE RED cOd �
o} �N� Q
a < 0