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furnished b N.G. Jacobsen 6 Associates, Inc, dated
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�C/)70✓C Len9i%is Qi E-+/sT. /a"%i/O��/ /rs y /2„DI �j - 9 - - �'�___ ---� ��� 7113187. The contractor steal ) evaluate the design elevation
_¢ - and ensure that a minimum cover of 4 feet Yri11 be maintained
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PLAN TRAFFIC T' GENERAL NOTES GENERAL NOTES (CONT.) hf�
NANMOLE RING AND COVEA TO 1t 74" CLEAR 1. All work materials shall be in conformance with the standards and sifications of the B. All water main 30 inches and smaller to maintain a minimum cover of 36 inches below Q\ T7 \
OrLN ING EQUAL TO OLvwIC FOt"DOr Eo. finish rade. All water main 12 Inches and larger shall be at a minimum of 48 Inches �• �( v )/ \ �7
S[E PLAN FDA LOCATION vtiN SOLID LID III r0r DN( City of Renton Utility Department and the latest edition of the WSDO /APWA Standards and 9 cc O \ \ Dap J /Inn !?/OG.I.�n /G "10 Cl 52 P,
DF ACCESS tNNNOL[ COVER ){s" OI AEIET[A LIFT NLII III FROM CENTER. Specifications. A set of approved plans shall be kept on site at all times during below finish grade. where utility conflicts occur, water mains are to De lowered to n \t• �\ U /✓/r.I1 /•) �i
COVER SNAIL NAY[ VOROINC 'VATE A' COn Struction. clear. ,
r y/s �c/s/es- L eh97h5 as eq'd,
PLASTER SMOOTH INSIDE AND 9. All water mains shall be pressure tested and disinfected In accordance with the •�n� I
2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on P
OUTSIDE FACING OF ADJUST ME
1" HIM. - t2" NAr. weekdays unless otherwise approved in writing by the Department of Public Works at 235- specifications of the City of Renton and the Washington State Health Department. All
AINGS vITH 1" THICAM SS CF GROUT Y CONCII[TC l[v[uNG sAI[R 2635. All street closures, partial or full, shall be approved by the Department of
pressure testing shall be done In the. presence of a representative of the City of Renton. -
OR PRECAST RINGS Public Works 24 hours in advance. The Police Department, Fire Department, and 911 shall
2p" Temp,,[)
SAFETY STEP -"'-1 be notified 24 hours in advance. 10. A preconstruction conference is required prior to any construction. A minimum of 3 -,• [J%0W- 07 /
AND LADDER 4V'.24' OFF$[I CDNE SECTip:
y' NIGr r0A VAlvt CHAMetm (three) working days notice is required for schedul ing. Prior to scheduling the precon a ,,l
S EQUAL To RENT OH VALVE
CONCRETE permit information sheet must be s lied to the Ut111[ E Sneer's Office. Twtnt four /-/�"" CI 22%2� �C%'-'J
)" '� PRODUCTS,- CITT OF CRETE 3. All locati-S of existing utilities shown are approximate and it shall be the De o s Y io r- / Assembly
V� contractor's responsibility to verify the true and correct location so as to avoid damage hour ^once will be required prior to starting new construction. MJ x MLJ
OL 1 I GN / - Thrus f B/o�./S /Z rer�P. Plug - TaPPe�' z
or disturbance. For utility locate call 48-Hour Locators, 1-800-424-5555.
11. It shall be the contractor's responsibility to secure all necessary permits prior to
48" I.D. RASE SECTION vilm 4. All water main pipe to be cement lined ductile Iron pipe conforming to AWWA C110 and starting construction. 20. Concrete thrust blocking shall be provided at all bends, teesT , valves, TGC s/ G,/^.. Or�/�EC T/Or�
CUTOUTS TO MATC" I., AISEA Clll or latest revision, thickness Class 52. Cement mortar lining and seal coating shall or other appurtenances where internal forces require restra E: r.
conform to AWMA C104 or laces[ revision. Pi oin[s to be sh-on or mechanical joint. 12. Installation of corporate stops, water services, lines and meters shall not be done until -
I SECTION T FOR Iz IT[. NAu. Pipe j pu
[OWl t0 RE 41 ON CONCRETE j Blocking shall be in accordance with the City of Renton Utility -
I PAoouC TS. INC. Bedding to be class C. All ductile iron pipe installed South of Sunset Blvd. (Empire all service agreements, meter applications, construction permits, and payment of fees
have been made to the City of Renton. Department Standards.
way, SR 900) and West of SR 167 (East Valley Freeway) or in soils of high resistivity Y
shall be polyethylene wrapped per ANSI/AMWA C105-77 Standards. 13. All connection to existing mains to be accomplished by the City of Renton, except Net 21. The callout on plane of the degree of bends in the water line is based
to s which ma be made b approved wet to contractors with prior approval of from the on plan information and the assumption that the difference in the
5, Cast iron and ductile Iron fittings shall be cement lined, pressure rated as notes. on p Y Y Pp P P PP bend and actual angle can be accomplished by joint deflection. If
plans, and In accordance with ANSI/AWMA C110/A21.10-82. Cement lining shall.be in Department of Public works. All necessary excavation and materials to be supplied by the
contractor and be on -site prior to City nctlfications. construction methods dictate different or additional bends, these
accordance with ANSI/AMWA C104/A21.4-85. If fittings are 3 inches to 12 inches in will be installed by the Contractor at his expense. If field conditions .512/7 e (ma's' Te57'
diameter and have mechanical joints, the fittings shall be in accordance with either dictate different or additional bends, these will be installed a[
14. Inspection will be accomplished by a representative of the City of Renton. It shall be Connecfior7
CONCRETE CONCA[TE ANSI/AYMA C110/R21.1C-92 or ANSI/AMWA C153/A21.5}-84. 3-inch to 12-inch diameter the contract price. , e
SUPPORT PAD SU►r OAT PAD the contractor's responsibility to notify the Utility Department 24 hours in advance of T q
fittings which have mechanical joints and/or flanged joints shall be in accordance with
ANSI/AMWA C110/A21.10.82 or a combination of ANSI/AMWA C110/A21.10.82 and ANSI/AWMA backfllling all construction. The contractor as well as the Engineers shall keep as- r / / ,} / /
built drawings. 22. All disturbed areas shall be seeded and mulched or otherwise stabilized V1,f- / x � ,f[ l Dead Man /- /� "%l` !�C,L Tie /Ei/C/X/NJ
•' [I(IVAtT[D rlSutwTtON GM r C153/A21.53 84 such that the portion of the fitting with a mechanical jol nt(s), may be in to the satisfaction of the Utility Department for the prevention of /✓/(/ IVY J
• Vll: .••� •�COWACTED OUNDAT ON GMVI I•.-;•06L,`;,
l /� w/Shackels / - Thru f Bloch
accordance with ANSI/AWMR C153/A21.53-84 end that portion of the fitting with flanged on
-site erosion after the completion of construction. / T�%�UJ`/ B/Ocr7 ----
joint(s) shall be in accordance with ANSI/AMWA C110/loon of Acceptance testing ed 15. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in. L
ELEVATION INSTAL accordance with section 53-5.3 of ANSI/AMWA C153/A21.53-84 or with section 10-4.3 of Dyad MQ%% W i%Cl7e%J
ELEVATION EP�Y NoF.1- �Sh�rC/se/ h
5�1Q[RJ ANSI/AMWA C110/A21.10-82 shall be obtained by the contractor end transmitted to [he 16. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by r
K GRL.47 owner. n,
the Star Manufac cur ing Company of Columbus Ohio or equal approved in writing by the �
Department of Public Works. {P' ATrelsCIV04 / /2„ M� J5O/rd leeve
6. Gate valves shall cm Porm to ANMA C500 and shall be iron body, bronzed-mamted, double j e
disc wl th bronze wedging device and 0-ring stuffing box. Valves shall be designed for a - / 7 [ `/d �% E�S�. L //%e n L x Li/]e
12E' GATE VALVE INSTALLATION minimum water operating pressure of 200 PSI. Cate valves shall be Clow List la, Mueller 17. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil `ji
mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, t/
p P Company NO. A2380, or HBH. All valves 12" in dl ame ter and larger, shall be installed In '� ,
WITH BY PASS ASSEMBLY - I a vault. See water standard detail for 17" Gate Valve Assembly Vault and 1" Bypass and driveway approaches shall be Ix
to a minimum depth of two inches or removed to An r
Installation. /
existing expansion joint. r� �� MJ X MJ ) - /Z" Gale Ya/✓e
NOW Tt2AFFIC TYPE vAuLT 7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AWMA C-504-50 18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with /4'J•Y 5 /-�
with a 6 Inch inlet and a H.V.O. of 5 inches, two 2 1/2 Srch hose rozzles with national a permanent, sealed patch to be placed, to Cit; of Renton policy, within ten days. Call : - TF / - T/"/%'(.l.J L//oC/'S ,f {{{
T 8E BILCO �� R. Sta dat 7 inch, 60 degrees V. threads, O.D. thread 4.875 and root diameter 4-6263, 1- for subgrade inspection prior to placement of final patch. Trenches will not be left JA! C J R"t---B/ow-o � /1�Sem /(/
o n over nigh[ without rior written a royal of the Ins ctor / MJX /-L Adoofer
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REF�i'PE/1�CE ORwII�Vi�•s
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REVISED
WArElr 67AND DARDETAIL 1/4" pentagon operating not opened by turning counter clockwise (left). pe p Pp ��CITY OF RENTON FILING NUMBER
19. For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in ^' �,rvalkl' 6"'QM✓,-See
/% T S. unimproved areas and schedule 30 under improved areas. All chemical process lines shall /� I _/_- ,.. Y:. _ - -, .l fyfi ' h1a74eI' -S each,-/ Defal/
7, Revised Detq{'/ A �Sf�S 2-4-8f� be schedule ea PVC pipe.
A Revised Per Cox of Reo7-oo PGA' /-//-87 FINAL CONNECTION C
S. Revised Pei- Cify of Renton 5AS eZ 12-//-67 /l/ofc'" If shall Bo The Con�wc�or'r fTes anJc.6rY�i�y To Nof.ly Tile C,'fy Of ,� - ��
-- R.
5
¢. /Pe• vi2reo/ Per C.�y Of fTePnfon. wM,tf 9.0441 J Renfosr F- -e Oeo7rfn'rc,�►f f8' owns �/-ioi- To Toa.,oin9 Info DE TA /L �i
4oer v" "OIX-ref Lr:,cs� o c Li.7cs Rev/fed 9lotiorr%n WNW d-Z3-IS 46-5111L/ 3-e/-89 The 1A"1s-fl;7 twain- Sr sf�/n . .T, S SHEET 1 OF 1
REVISED 7/28/87 - Horton Dennis & Associates, Inc.
D E S I G N E D -""-- --_--
OATIE__'
- p 4e'i'co/.f�•�vcy Btvrin9 jnfoi1J1p2�ion Iw.NM 7-B7 VALLEY MEDICAL CENTER _ 8, � 8� WATER MAIN RELOCATION
WMM. -- --- - ---- -- -- - -- -- -- --- -- Consulting Engineers and Surveyors
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TUNNEL AND SITEWORK ----
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-- - KIRKLAND, WASHINGTON • 822-2525 At•�rtovcD r. •. NO ---
_ _ SYMBOL R E V I S I O N .Y A►►ROVED DAT€
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