HomeMy WebLinkAboutS-1427091-1/2" & 2" WATER SERVICE DETAIL
MATERIAL LIST FOR ltim SERVICE
1. 2' tapped tee.
2. 6- long x 2• brass nipple (MIPT)
3. 2" (113111,1) IOWA gate valve ((.11 prning for tapping) or tq-I
"o
CAUTION 1111, box .hold net test an pip,
k. to 1, .11. .1 1111. box .aid
combo z 1 a. E 4. Two piece, cast iron valve box, Rich Valve Company or equal. standard V top section
cause the with regular base section, length to fit.
1�;.hdul. D PVC he. bLIshinq(,H,1PT . FTPT). To be used 11 11 ina?lator between
aim r metals and to insulate the ter service from possible n- cathodic
"ion.
ble
drotect
p
- 7-
6. IV MIPT x compression fitting, Ford C84-66 or equal.
77--
7. 14' type -K- soft copper tubing, length to fit.
-
14' packed Joint .11, Ford L44-66 or equal.
C . . ..tt.r with by-p..., Ford WH 66-128 . 13m or equal, with vertical inlet and
Renton meter -s outlet. (Verify current City of Rent.i,. r dimensions prior to ordering customsetter.)
A) 10. Temporary 14o blow-off stack, per
J 11. water meter shall be supplied by the City of Renton and install removal of the
six- I. I.N. .'r temporary blow-off &B-bly and acceptance of purity and pre- tests.:
1 12. 17" x 28* concrete meter box with 3/V steel diamond -plate cover, F.9-tite Meter Seal
c. J11 No. box equal.
Co. 2T meter or eq
13. Ih* coupling (compression x FIPT) with plug (MIPT), Ford C-14-66 or equal. The pro-
party owner is responsible for any necessary adlaptation and extension of the water
\ service.
2
cR H ROCK BAsE
TO FORT�AULT I., meter flang (FL FIPT) , Ford 6F or equal. ( with gaskets)
1-5. 3"Ianq x 11,` galvanized iron nipple (MIPT). I SA. Plugged galvanized nipple
LLS(F�. F.M 16. 1-1/2" Tot (Screw x screw)
.",sS OR BRONZE
'IPPUS a- 17, 2V long x lh" galvanized iron nipple (MIPT).
I -ASS OR BRONZE NIPPLEs
x! ?MtLs I,ms P.e 11 19. 111" galvanized iron cap (FIPT).
MATERIAL LIST FOR 2" SERVICE
1. 2- tapped ee..
2, 6" long x 2" brass nipple (M[Pr)
3. 2" (IBBM) IOWA gate valve (rutl opening for tapping)
I- Two ir.o valve box, Rich Valve Company or equal. Standard 8' top section
with regular - e action, length to fit.
1. 1" schedule 1. PVC nipple (MIPT . RIFT) . To be used as an insulator between dissimilar
metals and to insulate the water service from possible main-line cathodic protection.
6. 2' FIPT x compe,:Uion, fitting, Ford C14-77 or equal.
7. 2' type •X, soft :OPPar tub ing, ,length to fit.
8. 2" packed joint all, Ford L44-77 or equal.
9. Custom,etter with by -pass, Ford WH77-128 x 17m or equal, with vertical inlet and
outlet. lVerify current City of Renton meter dimensions prior to ordering co.toausett.rl
c, t 1B." 1 0, Temporary 2' blow-off stack, per detail.
\- FOR 11.1s -1. F-T-
FOR EXISTING MAINS 13. 2' coo lit. (compression x FIPT) with plug fMIPT) Ford C-14-77 or equal. The property
owner is responsible for any necessary adaptation and extension of the Water service
a'AT RN%,I.NS NsTALL 2^ FORD 1. Water meter shall be supplied by the City of Renton and installed upon removal of the
F.H. STYLE SADDLE 'IrT) temporary blow-off assembly and cceptance of purity and pr re test..
,F4)
12. 17' . 28• concrete meter box with 3/8' steel diamond plate cover, Fog -tite Met- Seal
ALTERNATE CONNCTION DETA5L Co. No. 2T meter box or equal.
I A 14. 2' meter flange (171, x FIPT), Ford 7F or equal. (with gaskets)
TEMPORARY BLOW-OFF
15. 3' long x 2• galvanized iron nipple (MIPT). 15A. Plugged galvanized nipple
16. - Tee (screw x screw)
STACK DETAIL 17. 20" long x 2" galvanized iron nipple (HIPT).
18. 2' galvanized iron cap (FIPT).
I X I I I 1 I A I 1 I I X I I I -Ir 4 -A
PAVEMENT PATCH. DETAILS
Final Joint must
be saw-cut
Saw-Cut or line drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete ___-1
Existing--------
Cement Co______ min. Cement Concrete
ncrete
6" min. Crushed Surfacing
Conc. shall be- Cl. A (3/4) Top Course
Portland Cem. Conc. Con-
forming to Sect. 6-02.3. Compacted Crushed Rock
Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
Final Joint Asphalt Concrete (3" min.)
must be saw-cut replacement patch to be
I" thicker than previously
Existing Asphalt�� existed.
6" Min. Crushed Surfacing
Concrete 6" Top Course
Compacted Crushed Rock
Backfill
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
Final Joint st Cement Concrete (8" Min.) RepT_11ce-
ment patch to be 1" thicker than
be saw-cut mu rprevinusly existed-
6 :4,
Existing Cement
Concrete Pavement 6" Min. Crushed Surfacing
6" Top Course
Conc. shall be Cl. A (3/4) - Compacted Crushed Rork
Backfill
Portland Cem. Conc. Conforming
to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7-18 and 2-09 for Patching and Backfilling Specifications.
2. All trenches in roadway areas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is granted
to do otherwise by the City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
4. Saw cuts on concrete pavements shall be made no more than one-half the depth
of the existing slab.
S. Compacted Gravel Backfill Class "B" may be used upon approval of the Engineer
on trenches over 200 feet in lenqth.
ass, se-as
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PROJECT NO
88•104
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ISSUE DATE
11-22-89
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CIVIL ENGINEERING ANX
'_(-�D)ACIFIC [ENGINEERING LC1;0M1W3__ffA_k1NY PLANNING CONSULTANTS