HomeMy WebLinkAboutS-220701A
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GRAPHIC SCALE
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W rR -2T- L 20 7 1 inch 3a M
NIP
6" HI 16„ MIN e icavr a d;c and Pattern as smc•.•n. I,-1� g
axis of tin. d c on pairs r sneer be I
"ece5' CE-*En'. ^erg enC. cat c- 'e tits curb- Grcoves shot] be
a Ev„ocr ,o� aeeD end �• vi dc. _ �.
--e- - �`-b`a. ',/ i -•�tz 0,. 2 Curb rap "'esIgn A. 5 or C seal• be specified In
r �11 one Cenracr Peens or SPecict Prov'storn. See t
_ b"' HIN. 'Ir``//�//JJ'ff S'on,d ^d Pea "cement tax^ete si do olk" for curC 3
6" KI �- c j des I o", aid cross-5Kt•ons-
f '-1 4 panted s rues- &,)$*A
pC 3- Curb ramps v, it not be pe•.:ree inteyrol .i:h &
i I / a si Cewlt pnc shall be l5olo<cd by e p-sion join'
/� rx ter eel on all sides. but rof of end of r V
edlccent to me rocd. y.
112 2LIND FLANGE AS DAM 112 PLUG AS DAM I 5 1 '-' xtv s' 1 e' NIr+ I S'J e. inlets seals be ioc-ated so trot ry et-, caes cr
D.I.P. TEE CL.50 f lo> post the curb o v.
tr Hcnd7caepeE ooriing (see specloi Provisions: 5. uovnting ne gnt for ttc:r'icep perking Sian R%-?CI
ONE LENGTH OF DUCTILE IRONTT 77 TEE G MIN. CONTINUOUS CURB RAMP �noiI to `g
PIPE LASS SO) A SOLD TYPICAL ONE LENGTH OF e. chc•ges I level up to /" scy be ,ortIccI -f
BEARIN i WHEN SPAN / ,r treat e5,g trea,ment. cncn,e In le. -el b-t . o
IS MORL THAN 4. MANHOLE 1 1 2 MIN. PIPE (CLASS 50) V., or>d ri sra11 be beveled .itn a slope r,c
BEARING WHEN S�� greater rti z
IS MORE THAN 4
;V 17FLEXIBLE I I 5 it'v • FLEXIBLE JOINT
�r
+j Yf� �- Plush snot to =L \./� Kdxi nal Cincrsians r
JOINT I I ex teed /z see f:
•
_x. 3 ,
) Note sl CURS RAMP ALTERNATE
N,CKFILL WITH J; ACKFILL WITH {
COMPACTED HATER AL POMPACTED MATERIAL K are
AS DIRECTED BY I I Y` Y` 1 RAMP TEXTURE DETAIL
' r i r' AS DIRECTED BY e d ciI a No. ell
ENGINEER. 1 12O MAX. 2O MAX. I 6 M I N. ENGINEER. = a
1 %
D.I.P. CL50 (i" KIN , -
ALL ( I ti ALL PIPE EXCEPT DUTILE IR❑ CMB RAMPS
WITH MIN. 4
SHACKLE RODS I »' CONCRETE ENCASED,�raral a a< e'vo
a� khe.' Ion � is less
1 MAX, i CEMENET CONCRETE CLASS C POURED II ram' ,c lees 'o
Jcurb Pang Arte c-es � I
CEMENT CONCRETE :+` ;4^ I
CLASS C BLOCK `c� `s 9D BEND L r I sin o e ixc arc r« a ADOPTED
or
POURED IN PLACE is •:, ✓.=;5, :.. <TYTDN U-651> DROP CONNECTION I ` e`Cera '` -'° t , �` „' • s. re: 4". tieY
f�• ti'. CURB RAMPSTANDARDYLe Gi I CAiEI RwiSi✓N 3Y'•l . CITYRT�ZO
NNS
90 BEND
J/ YPICAL ANHOLE ADOPT
a �?
CL.50(MJ X PE) T' r ISI DAiE:l&Jan-99
D.I.P.
D.
FOUNDATION ca'r SP PAGE ] 00_
DUCTILE IRDN CONSTRUCTION CONRCETE ENCASED staa4i,
DROP CONNECTION DRDP CONNECTION tsTDAM
,�.
"TIDE FLEX' CHECK VALVE DWG. NAME: BW18
8" SERIES TF-2 (OR EQUAL) U) �t� is T 1�•
CLAMP TO SEWER .PIPE
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� �� Et-�I � �T o GI'�f � � KE>a•To r�
r I 0" 10'E L AIN SCAPE "0' W1 DE E:
c� t^y CEASEMENT,
_..I.,. . �..;.� e¢ .3 Iw.. I i i`<,.. C'.,. 1 L .. d ; L. ; ' ,C�, C,i . 3�'a. Iw. ,.
r ' AC. : N T t, ' � R E�. P � d: N 1" S, A OJ A C
Val FY �khT ;ink HA 1
�o T r+Dl oK Vif.L��§ l�. S 0 N O
TOP 11 i /
10
10 PP /A
r•:
VERIFY ZII of DDCVA WTT4 FIRE 5PRINKLER DE51614 EN6I11EERr-
�EME-FT T'o G, %t
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LDGo architects
Iinardic design group . architects
1310 dexter cave. n suite 260
Seattle, WA. 98109 (2045)283-4764
NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS
AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMINT•S
REPRESENT THEREBY ARE AND SHALL REAMAJN THE PROPERTY
OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED.
COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS.
SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THEPPRIOR
WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE
ARCHITECT. VISUAL CONTACT WiTH THE ABOVE DRAWINGS bR
SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS
4423
RE0I8TERED Q OF w ed
1 AFtC-1rTC'r I
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� �A� S18 2
ATE of WAerr WION `SIONwL�
•xrtias S' / 9 c-
consultants
project title
PROPOSED WAREHOUSE FOR
HARDWOODS INC.
DEVELOPED BY
H.R.P.
PROPERTIES
REWON, WA
sheet title:
UTILITY PLAN
_X ALL EXI9TINfi MOR0.N7s AOSACENT -To N012tli I5ou"t�1 /EAS,-r
?R.09ERT`f LINE S)" L SE ADIUSTEID To fIrlls\i CG(tA'DE PE&
WAT M Ot ES CI'[`( '51kNOARD DECAILS lib RECxL1I R£D 16 Ohioint orequal 1ppro approved in (shackle
by the Department of Pubticl be orl�csmanuCacturcd by the Star Manufacturing Company of Columbus
Ul MtiR- (Al l uTi 1;1,11sQ� -
e a de cut. A11`surface ) q
1. All work materials shall be in conformance with the standards and specifications of the Cityof Renton Utility Department and the latest S. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish de. All water main 12 inches and !a cr 17. Asphalt and concrete street paving shall r sawcut iv a mirlmum depth shall
two inches. Oil mat streets may be spa �P)Q)�U4J Gqku� 31i$J I t
$ra � concrete, pavement, sidewalks, curb, gutters, and driveway a:proachu shall be saw -cut to a minimum depth of two inches or removed to J
edition of the WSDOT/APWA Standards and Specifications, as approved by the City of Renton. A set of approved plans shall be kept shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. an existing expansion joint. f �l4yTfe.'iFLt�
on site at all times during construction.
9. All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly Pigs" 18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City
2. The hours of work in the street right-of-wayy shall be limited to 8:30 AM to 3:3.0 PM on weekdays unless otherwise approved in writing by shall be Girard Industries Aqua Swab -AS or approved equa • _ Ib/cu ft density foam with 90A durometer urethane rubber coating on the of Renton li within. ten days. Call for sub de ins n prior to placement of final patch. Trenches will not b-c left open over
the Department of Public Works at 235-2635. All street closures, partial or full, shall be approved by the Department of Public Works rear of "PIG" only. 'PIGS" shall be cylinder shaped with bullet nose or square end. The t the contractor v>alswwill perform night withou� nor writttn approval of the Inspector.
� 1
24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance. the cleaning operation- p �
3. All locations of existin utilities shown are appproximate and it shall be the contractor's responsibility to verify the true and correct 9a. All water mains and services shall be pressure tested to a minimum of 200 PSI or 1S0 PSI over operating pressure, in accordance with the 19. For City projects such as telemetry conduit, the PVC pip± used shall be schedule 40 in unimproved arras and schedule 80 under
location so as to avoid damage or disturbance. I'or utility locate call 48-Hour Locators, 1-800-424-5555. specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of improved areas. All chemical process lines shall be schedule vJ PVC pipe311
4. All water main pipe to be cement lined ductile iron pipe conformingto AWWA C110 and C111 or latest revision, thickness Class 52. a representative of the pity of Renton.
Cement mortar lining and seal coating shall conform to A\� WA CIO or latest revision. P ;pe joints to be push -on or mechanical joint. 9b. All water mains and services shall be disinfected by the injcztion of a 50 ppm (Minimum concentration) chlorine/water solution. Dry - -- --
Bedding to be class C_ All ductile iron pipe installed South of Sunset Blvd. Empire Way SR 900) and West of SR 167 (Fast Valley Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlonne shall be metered/injected m accordance with Section 7 C I T Y 0 F R E N T 0 N /
Freeway) or in soils of high resistivity shall be polyethylene wrapped per ANSI/AWWA C105-•T7 Standards. 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced in 1 above. IS V( ' I'Kt ®InS t'01A P p
5. Cast iron and ductile iron fittings shall be cement lined,. pressure rated as noted on plans, and in accordance with ANSI/AWWA 10. A preconstruction conference is required prior to any construction. A minimum of 3 (three) working days notice is required for CHECKED FOR COMPLANCE b E P A R T M E N T O F P U 8 L 1 C W O R K S no: revisions
C110/A21.10-82. Cement lining shall be in accordance with ANSI/AWWA C104/A21.4-•85. If fittinggss arc 3 inches to 12 inches m scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engrncer's Office. Twenty-four TO t►11 i STANDARDS -�
diameter and have mechanical joints, the fittin shall be in accordance with either ANSI/AWWA C110�A21.In2 or ANSI/AWWA hour notice will be required prior to starting new construction_
C1S3fA21S3-84. 3-i ch to 12-inch diameter fittings which have mechanical )joints and/or flanged joints shall be in accordance with
ANSI/AWWA C110 1.10.82 or a combination of ANSI/AWWA C110/A21 10.82 and A'vSI AWWA C153/A21S3 84 such that the 11. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. _ S� �'�et n��
portion of the Fitt' I a mechanical joint(s), may be in accordance with ANSI/AWWA C153/A21S3 84 and that portion of the fitting D UTILITY P L A N
with flank�ed JJoints shall be in accordance with ANSI/AW�'A C110/A21.lM2. Acceptance testing in accordance with section 53-53 of 12. Installation of corporate stops, water services, lines and mcters shall not be done until all service agreements, meter applications,
ANNSI/AWWA C 3/A21S3-84 or with section 10-11.3 of ANSI/AWWA C110/A21.10-82 shall be obtained by the contractor and construction permits, and payment of fees have been made to the City of Renton. ,�y,e
o transmitted to the owner. OQI���n.� draw: T D S J,1
13. All connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap
6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double disc with bronze wedging device and O ring contractors with prior approval of from the Department of Public Works. All necessary excavation andymaterials to be supplied by the /
stuffing box. Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller contractor and be on -site prior to City notifications. Date _29DESIGNED DATE 11-1 3 -94 FILE NO. O�
Company NO. A2380, or M&H. All valves 12" in diameter and larger, shall be installed in a vault. See water standard detail for 12" 777!14. Inspection will be accomplished b a representative of the City of Renton. It shall be the contractor's responsibilityto notifythe Utility ed.
Gate Valve Asscmbl Vault and 1" B ss Installation. a y ty DC D y YPa Department 24 hours n advance of bat itling call construction. The contractor as well as the Engineers shall kelp as -built drawings. DRAwf'i 1" _ 30
'
7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AWWA C-504-W with a 6 inch inlet and a M.V.O. of 5 SCALP FIELD eooK rAGK
t t 1S. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to Final tie-in. CHECKED
inches, two 2- i inch hose nozzles with national standard 7 inch, 60 do es V. threads, O.U. thread 4.875 and root diameter 4.6263, 1- date;
inch pentagon operating nut opened by turning counter clockwise (lefty SHEET OF 4 1 fi -10-g4
APPROVED
DIRECTOR Or PUBLIC WORKS