HomeMy WebLinkAboutW-053303t-j 1. ALTERNATE PIPE. ALL WATER MAIN. PIPE TO BE CEMENT LINED DUCTILE IRON PIPE
- CONFORMING TO ASA SPEC'S A21 -6 -1979. AND /OR A21 -6 -1970, CLA:;S -2, (PIPE);
A21-1 (PIPE STRENGTH); AND A21 -A 1964.(LINING AND SEALING). THE PIPE WILL
BE PUSH -ON OR MECHANICAL JOINT. BEnDItiGITO BE CLASS C.
2. ALL FITTINGS TO BE CAST IRON, CLASS 250, CONFORMING TO ASA SPEC. A -21 -10 -1977. f
FITTING JOINTS TO BE .FLANGED OR MECHANICAL JOINTS.
3. ALL 8f1 WATER MAIN MUST MAINTAIN 36" MINIMUM COVER TO FINISHED GRADE. ALL 1
-12" WATER MAIN WILL MAINTAIN 54t1 MINIMUM COVER. WHERE UTILITY CONFLICTS I I
\ OCCUR,. WATER MAINS WILL BE LOWERED TO CLEARANCE REQUIRED. t0- SCALE=1' -Iv
L
4. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH
{� THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH O
DEPARTMENT. ALL PRESSURE TESTING SMALL BE DOME:. IN THE PRESENCE OF A j 1r I
REPRESENTATIVE OF THE CITY OF RENTON. ALL MAINSjO BE STERILIZED PRIOR TO
PLACING LINES INTO SERVICE. ALL P MAINS WILL BE PRESSURE TESTED TO 300 I
PSI; 12" MAINS WILL BE TESTED TO 250 PSI. �-- L Ld
a
_UCiSrtfQ DIP r' �= rL � � 1
X29 -
24 —
- _ r�(J C' F T _
118' -+ ---� -- ,JOr x—
c\l G �q f Y ao WAS- > [ty --* - - t� tR= 33 23'
f J
3
Wig'
\G) 556.82' \J,
b - I 8 /-rR'i rE:P_.L 1' E. -S 3 ..:It a v4
\ \\ �, � "'f�"' { Vim" ��5...
j �- ti�IJ II L1- i. 3 �.2
�5 \ E`TmU L`t RFE / _ _ -- - — -- - - — �j p w
- -�. - -
EICl5lii K-j;O CIP V�jER MAIN _ -- - -- rz _� r �7 v x
E1C15 I1 IZ' (Dnc. om RM PIrPE \ \, + — -� � _- yea °2es4 >s ' � � O
�xIS j 11iC� 8! � ��i ✓ca. �F 3n�G�,;) ---�- .,
EXIS"iINi3 (AA\/r�1EM -rE 6TE t�0 ° - --
g�,,.� /Z� -cCM ='�• J/ ,� -. ,n.a7 �i. - -- 1 �- �LQ - - - - - -- —_- _ _ - -- r`�.p_�. _ru - �� �
1
tA
t5•tit'A `r i �'1 rut .`1 SRkzIO°te�10
ate! Pj� ,
`\\l 'jEF` �SEt�r"itj' � � 1
9 z —
e9 > _
(5EM A.E5. i�_
� i
2 BEDROOM UNIT FIXTURE. QUANTITY FIXTURE UNITS TOTAL- \ r�'I ��, (�)�-
SINK 1 2 2 a 4D.�'D j,
ELL
DISHWASHER 1 2 2
ct +qA
V LAVATORY 2 1 2 4� Zn A
_
9 i
Yv r
WATER .CLOSET 2 3 6
BATHTUB 1 2
F
WASHER 1 2 2 a / �, : .T f AV
i'
UNIT TOTAL 16 8�,i Z-OZ 1d( rVZ; Z''��'`a // / J �' - `I� (y. cr' l� I' _ 5J` -Q116 ``1
v
NOTE: 4 HOSE BIBBS PER BLDG. ALL HOSE BI.BBS AT 3 F.U. EACH. 'Vg \� ./
ID�sdP?l I
8 "-lo im
VAL-VE CM J) Az
J f
NOTE 1 - ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY N �\ C T 7 _� ` *
UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS N \ Li - 2a �Q� -.
ARE OBTAINED BY A. SEARCH OF THE AVAILABLE. RECORDS. TO THE BEST Y ` \� 11%
OR OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN \Z � �✓- +1
ON THESE DRAWINGS. WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY
OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR A -6.
IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT UTILITY - �,l,�s EaC� —I�^f� obi ' C-�; fs.�
Q � � � �� i i1G to' GkP Nfcf"'�,.� v� , �/�b . t3.lY� _
LINES SHOWN AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON 1 \ ,1\ `° ` �! -!.. „�� �� EX�;1, i2Gr,%ATE - i57 L.f IZ OV warm M&I°'•I E&� ' --I'i-
THESE DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE FIELD U �•'/ s � �ss��s ' t W-'- zo��
j a a,Z}A.£i, SOUTH Ab. :7fi,L
PRIOR TO THE INSTIGATION OF THE ACTUAL PORTION OF THEIR WORK ,y �
ATTRIBUTED TO THEIR LOCATION. 8' i JZ'-g' p c' ecnEVE •-^-y
�r5.`
12168.7E VALVE iallrlf4 ;'-r'3�_ j Ems.- 1750i' {�1V� 8'
is+`)tiowm 1CDKAT_� SpATatt-iCz,
ILT DP%AWI`ICv '.AS 6EEN FW-1 F-
\\ I3H PAP%T, ON TI• _ M=R5 OF
FY"i�1 COMPILED AND FIL" 5HeP
_ J 6 CT � 11F_ Co 9 X W- TI;L FOF's A 4Y WILL NO-
FIRE HYDRANTS .(MODERN STYLE) X S %Pj A�q �',.� ��� ANY' f= P�PKP15
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING 'I J 'O b' "AW- �'�''�'-'a'•�' S E E
�iCOf�pYJrAlrml? �rTT �+tlsl, O0CurtENT
TO AWWA C- 502 -64 WITH A 6" INLET AND A MINIMUM M.V.O. OF 5", TWO 2 111 HOSE Z'69 -' - i A'SY. A re5uLT.
NOZZLES WITH NATIONAL STANDARD 73 THREADS PER INCH AND ONE 4" PUMPER W7,4 i° Q� ' �. .1 E CITY Q F RENTON
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60° V. THREADS, . "� VA;t �i IltLuce—_ „ r D E P A R T IA = ` T OF PUB e C WORKS
0 ' D. THREAD- 4.875 AND ROOT DIAMETER- 4.6263, 14" PENTAGON OPERATING NOT Sx
V'&og wx
AND OPENING BY TURNING COUNTER CLOCKWISE (LEFT). HYDRANTS SHALL BE CON- RBfM VIEW OOiVL�O1�IFlil�Ii�S
STRUCTED WITH MECHANICAL JOINT CONNECTIONS UNLESS OTHERWISE SPECIFIED IN W -wit-
BID PROPOSAL DESCRIPTION. ��E'CiI`l� QE"� R��M�*D �,. $D �;_, FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE AND PIOVIS:ON SHALL BE MADE FOR C 1 A/! / F;3R , Vmm �M
DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING, FIRE HYDRANTS SHALL By
eY � i ED!Li.
BE SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 3'L-��.4 -.-q
PIPING IN TRENCHES 3'6" DEEP UNLESS OTHERWISE SPECIFIED. FIRE HYDRANTS 71 - -... '`''rte' ORArGH'
SHALL BE PACIFIC STATES CAST IRON PIPE CO. (MODEL 2) OR APPROVED EQUAL,
APPROVAL MUST BE OBTAINED PRIOR TO INSTALLATION. ,r rJ --
SRET_-OF_ - -�_
,. -: .. . {.., :, .. I i C .. a , - I i i i I �'i . I . - I .. , - k ... ,. I - � :. .. I
r, .Li � :.1