HomeMy WebLinkAboutWWP2701431.8GENERAL NOTES
1. All work materials shall be in conformance with the standards and specifica-
tions of the City of Renton Utility Department and the latest edition of the
APWA Standards and Specifications.
2. All locations of existing utilities shown are approximate and it shall be the
contractor's responsibility to verify the true and correct location so as to
GAL\, STL 1 HOLD I avoid damage or disturbance.
DOWN CLIP /z DIA. RE13AR '
G L-AG SEP Tp HOLD f;OW W LIP o 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI
---Btl Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar
Z�o A�<IIV lining and seal coating shall conform to ANSI A-21-4-74 or latest revision.
8" FORGE MAIN) ._ �11 4'-O'` 518"PIA, ANCHOR 1 ,,,,
�dT't�'A% Pipe pe joints to be push -on or mechanical joint. Bedding to be Class C.
OR \A/AtER MAIN MIAI6OLT N LIT . All fittings to be cast iron, cement lined, Class 250, unless otherwise
. — e 24�0,L1 Inl/�151-IE�, 4specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977
or latest revision. All fitting joints to be mechanical joint or flanged.
Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be
e " 125 lb. configuration, unless otherwise specified on drawing.
-- --- # 4 BARS
�� — 4 / 5. All water main 10 inches and smaller to maintain a minimum cover of 36
inches below finish grade. All water main 12 inches and larger shall be at
Ia minimum of 48 inches below finish grade. Where utility conflicts occur,
water mains are to be lowered to clear.
lry�//G6/pJC $7�bS 6. All water mains shall be pressure tested and disinfected in accordance with
ENCLOSURE HOLD DOWN DETAIL.
a „ � \ � the specifications of the City of Renton and the Washington State Health
„ ; ' I —-------- �� --- - — - - -- - Department. All pressure testing shall be done in the presence of a repre-
sentative of the City of Renton.
d 7. A preconstruction conference and twenty-four hour notice will be required
Op prior to starting new construction.
Q°o0°° v
o � • ° p 1 8. It shall be the contractor's responsibility to secure all necessary permits
t�0 ° t prior to starting construction.
GfI7
9. Installation of corporate stops, water services, lines and meters to be
�^-- accomplished by the )htractdr.
--- CONC. WIkIC WALL.
.4 PV.C. DRAIN PIPE ON UPHILL SIDE - �— 10. All connection to existing mains to be accomplished by the City of Renton.
6 R4Wr A11.1&-C All necessary excavation and materials to be supplied by the contractor and
WITH b CU. FT, DRAIhROCK _ be on site prior to City notification.
D!%°T6/it/E C�1I %%p4d6 • 11. Inspection will be accomplished by a representative of the City of Renton.
It shall be the contractor's responsibility to notify the Utility Department
PIPE _ANCHORAGE & BLOCKING w�4FrcN•1iQ�.Y1e: 24 hours in advance of backfilling all construction.
R �— \ 12. Contractor to provide plugs and temporary blow -off assemblies for testing
v �I✓ T and purity acceptance prior to final tie-in.
.. 1
i
%i
--WING WALLS
-- i -- 4' DRAINLINES
0 I S- 2-7p MINIMUM
TIGHTLI,NE TO OUTFALL
-- J
LL
_� VARIES - 10'-0° MIN.
Z z
z TRENCH DRAIN DETAIL
�r
FOR WING WALL LOCATICN`z_, SEE rL AI 5NHL TS Z THROUGH Cc
A.I11,,, 177 C' �2^rnti. c®VER
,IDRY NO.
�L
31 SQUARE
CONCRETI
S' - 45" LO
SEND M
1` DUC-TI L
LENGTH A
a _ 4S°I
_0W -I -
PRC3ViDE C_0IJCRETE
THRUST BLOCK
3 FORCE MAIN CLEAN OUT ASSEMBLY
8.—
r,J.T.5
MIN. CLEARANCE
\ 3'-O'' EACH SIDE
CITY OF RENTON 5TD. HYDRANT
5EE 5PECIFICATIONS
I BACKFILL WITH
�0` " p C7 CRUSHED ROCK
STA6A�e
EXIST, DITCH
!NSTALL !Z L•F. IZ" C.M.P• CULVERT
IN EXIST,yiG DITCH
5 --FIRE HYDRANT IN CUT
��. Ni. T.`',
IN5TALL @ COMPACT CRUSNCO ROCK TRANSITION FROM NEW
ASPHALT EDGE TO EXISTING ROAD 5�4OULOER C?-' WIDTH)
EXISTING ASPHALT PVM'T.
I NEW 3' CLASS "5" A5PHALT OVERLAY OVF-R EXIST, ROAD
i FOR TRENCHE5 INSTALL AND
COMPACT O" CRU5HED ROCK
5/81' MINUS
RESTORE SHOULDER WITH
I CRUSHED ROCK WHERE
` DISTURL'�Ep
NOTE-, PAVEMENT MARKING
TO BE DONE BY THE
CITY OF RENTON
NEW s�' WATER
NEW & 'RCE NAAIN
ROAD RESTORATION —TYPICAL SECTION
R
;eDLZ6
d.(, C
i .�`A: E
7-
I
WATER METER 5TOP
W(LOCK WING FOR
COPPER SERVICE
EQUAL TO MUELLER
CO. H - 14 ZS5 —
CORPORATION STOP 1ROiJ PIPE
THREAD FOR COPPER SERVICE
E UAL TO MUELLER CO H • 15025
Z" PV,C.-5LOPE = '/4-"/FT
2" MIN—�- 1211—COMBIIJATION DRAIN TRAP W/ C
a HUB OUTLET � 7" INLET GRATE
J05AM NO, ZGO OR EQUAL
�----r FLOOR DRAIN
z N.T. 5.
BUILDING WALL 1" 960 BEND—
II'/z" x 17`/1" CONC. METER BOX W/ 3/I(c" STEEL
DIAMOND PLATE COVER EQUAL TO FOG
TITE METER 5EAL CO. I D METER bOY
2)00 BEND WATER METER COUPLING
FOR COPPER SERVICE EQUAL TO
MUELLER CO. H - 14200
I
9.5,H.5, APPROVED I" CROSS
CONNECTION COAITROL
DEVICE
STRAINER I GLOBE VALVE
— AhIGLE
PATTERN
HOSE b18
DRAIN
PIPE � FITTIN65 ABOVE
BELOW SLAB - ALL
BRA55
INSTALLED DIRECTLY INTO
DUCTILE IRON PIPE a r
2" P.V,C, DKAIN
WATER METER TO „ `80 _� - - i" BRA55 COMPRESSION /
Y BE SUPPLIED BY \ COUPLING, FORD OR EQUAL
-- - - - C ITY
o} I TYPE K SOFT COPPER TUBING METER DOX W/ROCK POCKET SUMP
LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROV IDt
SLACK IN COPPER SERVICE LINE TO METER I BRASS CURB STOP W( DRAIN
DUCTILE IRON WATER MAT
SERVICE CONNECTION' BACKFLOW PREVENTER
AND PRESSURE REDUCING DETAIL • b
' r
(LOCATE' AT S.W. CORNER OF PUMP STATION)
RECORD CONSTRUCTION DRAWING
WAS
0
r,. y , Z Z
�,k 1
I_)pI k MODIFIEV To 'Er� cr F1� = K
'iAMtiiOND COLLIER & VVADE- LIVINGS T IJN� +�
ASSOCIATES, INC. ,+° `�;! I��LLUSION OF CONS'r
CONSULTING ENGINEERS ~awaoc (�(�SERyATION R R12s
4010 STONE Wnv SE,T-LE. W Sn,NGTON 98103 � ..........
( 2 0 6 ) 632-2664 NO. REVISION I BY i APPR. DATE
I" 5ERVICE TO
HOSE BIB CP
T - TOP M.H.
TYPE ' K' COPPER
CITY OF RENTON
n=PA.RTMENT OF PUBLIC WORKS
HONEY CREEK
DETAILS
DESIGNED_ B. L DATE NOV. 7 ' , 4 FILE NO. 2 8 t
DRAWN 'j
SCALE '�` 1 C D FIELD BOOK 2 PAGE_
CHECKED
APPROVED j- "- -� SHEET 8 OF_iC _
FERGUSON & SONS INC 81518