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NOTE:
DRIVEWAYS TO BE 4000 PSI CONCRETE
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STD. Putt - 104.1
' PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �;;�
DEPARTMENT ENTRANCE - TYPE R1 / 1/Y
e•w nnmerm,n, A„EkU coo,» Aemmnn•m.
WATER PLAN GENERAL NOTES Standard Plan No. 300
1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
6 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERM Us PRIOR TO CONSTRUCTION.
2, ALL EXISTING UTILITIES SHALL REMAIN I SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 14W"24-SSSS TO VERIFY UTIL DY LOCATIONS BEFORE BEGINNING EXCAVATION.
3- ALL MATERIALS USED FOR THE CONSMUC ION OF WATER SYSTEM IMPROVEMENTS SHALL RE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVE IN WRITING BY THE CITY OF RENTON PRIOR TD BRINGING ANY
MATERIALS ON-SLTL
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT UNE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
10C PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10.82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL SLAM TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS,
5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 361NCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES,
ANY DEVIATIONS MUST BE APPROVED SY THE CrrY OF RENTON PRIOR TO CONSTRUCTION. WHERE Un UTY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND To PROVIDE MINIMUM COVER -
III PE DEFLECTION SHALL NOT EXCEED ONE-HAUF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKF ILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METH00 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDo IN UNPAVED
AREAS. ALL PIPE IONE COMPACTION SHALL BE 95 MOD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, ;NSTAI"LE0 AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
R ENTON STANDARD DETAILS AND SPED F ICATI DNS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALIDINTS 1N ADDT ION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL RE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TD AN EXISTING MAN UNTIL
THE NEW PIPING HAS BEEN FDA M-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND FURRY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO M ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UN SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FFIT NGS AT THE CONNECTION POINT BE FORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION- THE CONTRACTOR SHALL E1(CAVATE• REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL SACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STPUBLIC
D. PLAN - 300.0
8 DF PAH WOk NTS WATER PLAN GENERAL NOTES
MARCH Z01°
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
n
CEMENT CONCRETE
.. GUTTER
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i9EE NOTE 3)
MEE
CEMENT
DEPRESSED M' 0`jT4C
CONCRETE -
CURB a GUTTER
SIDEI "
WE DETAIL Ilea WEETI
-
TYPE C28 - ISOMETRIC NEW
(COMMERCM , WITH BUFFER)
NOTES
1. When a d6vewsy width exceeds 15 fee; construct a full dapT
expernalon Joint with 3/11' joint Mar slersg ate ilmlaway lane lines
rACf aa•b
(seo std. plan 102). Construct expansion pinx parallel wri the
ss• c.
cahin ntarAne we required at 15 r"um spa�lg whin dilvewey
ca•Txse oN.oYT - .
`
widths axceed 3T
aTe Tswr a
6 KA
2 See etd. plan 102 for s'd-k details
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3. Curb sod guitar shown, other curt dealgrs rray be specified.
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Sell plan 101 for curb detefla
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4 Not used
r
5. The angl now wlll design all driveways to InC ude Centel al all
Noll: elalle'a+LOOmOKow-
points marked win symbol 'X' All eo,s'ions sre st the bads of
r•�•A •e ms"
OEPnESSED MGNGLINaC CURB A OUT TER DETAIL
curb top on uphill aide.
6 Not used
7 Fa Driveway Widths ass DRIVEWAY STANDARDS
(Seo NOTE 10). The ellper%,on join% (see sG plan 102) Shan be
spaced ss Shown In the carrespond!rg lsanwh view.
B Slopes Shall comply with sections R30321 a R303.2-2 or
FACE iF ADJACENT CUrW
R303-2 3 of the Rooked Dn0 Guidelines car Aox*i le Public
- 1'
Righbar Wsy of November 23,7005 (PROWAO).
'
9. Curb Mums for any Type C-MAX Dnvaway may be approved on
e oewltycaee basis
RSl1rIFACL
�'
10 STREET STANDARDS - Ramon Municipal code (RMC)
1• R
This IV Developmem ReauMbons
^
CHAPTER 6 STREET AND UTIUTY STANDARDS
section 4-"60 STNErT STANDARDS
DEPRESSED CURS DETAIL
AT RESIDE NTNL OR CCrakERLIAL DWYEriAYf, NO ALLEYS
DRIVEWAY STANDARDS• Renton Mu Ncipal Code Ill
rile N Development Aeautatiens
Driveway EXsrnple: TYPE C18
CHAPTER 4
R-.R•a4rrnw C-C . ,ems
CITY WIDE PROPERTY OLVELOPMENT STANDARDS
rumor dL•:r -
Section 4.40110 PARKING, LOADING AND DRIVEWAY
IMAx-..en• Cmnm." 1
REGULATIONS
A_fi"w ryr"rk'a seyl 9•"'°N°Bw
PUBLIC 1TORI..
CEMENT CONCRETE
DRIVIEWAY
am. Pik - 104.E
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DEPARTMENT
JENTRANCES - NOTES AND DETAILS
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
1I INSTALL 2" PLUG ON TOP BLIND FLANIJ_
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
I
NEW WATER MAIN POLYPIG
Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER LITILRY.
1. All work material shall be in conformance with the standards and specifications of the
City of Renton PlanIT! ng/Building/PubIic Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans & Specifications. A set of approved plans Shall be
kept on site at all times during construction.
2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on
weekdays unless otherwise approved in writing by the Public Works Department at
(425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24
hours in advance of any work in the right of way.
3. 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 avoid damage or
disturbance, For utility locates call 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required t0 be Submitted at the Pre -Construction
meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
and C111 or latest revision, thickness Class 52. Cement mortar Ilning and seal coating
shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
wrapped per ANSI/AWWA C105/A21.5.93 Standards.
7 Cast Iron and ductile Iron fittings shall be cement lined, pressure rated as noted on
plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
C110-A21.10-87 or ANSI/AWWA C153 A21.53-94. Three 3 inch to 12 inch diameter
fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
ANSI/AWWA C11D/A21.10.87 or a combination of ANSI/AWWA Ci10/Ai21"10.87 and
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
jaint(s) may be with ANSI/AWWA C I 53/A2 I- S3-94 and that portion of the fitting with
flanged joints) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
in accordance with section 53.53 of ANSI/AWWA section 10-4,3 of ANSI/AWWA
C11O/A21.10-67 shall be obtained by the contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REWIRED.
MIN. 16" TO 20' BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875' x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
moo' EXPANSION JOINT AT
2,.1BACK SIDEWALK
�CONCC RETE SIDEWALK
OR PLANTING STRIP
36' MIN
I COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
E
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 68-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
'.DNCRETE BLOCKING
Utility Specifications
Valves shall be designed for a minimum water operating pressure of 200 psi. Gate
valves shall be Clow List 14, Mueller Company NO. A2380 or M & H.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type
(opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical
joint inlet and a main valve opening (MY.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: Outside
diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning taunter Clockwise (left),
10. The two 2-112 inch hose nozzles shall be fitted with cast iron threaded caps with
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
be fitted with suitable neoprene gaskets for positive water tightness under test
pressures.
11. The 4 Inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch,
coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-
655 safety yellow or approved equal,
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed r G of Renton Standard Detail for Fire hydrants,
Y per N Y ,
latest revision.
15. All watemtains 10 Inches and smaller to maintain a minimum cover of 36 inches below
finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
below finish grade. Where utility conflicts occur, watermains are to be lowered to Gear.
16. All watennains 6 inches and larger in diameter shall be Cleaned with pipe cleaning
"PIGS" prior to disinfection, The "Poly pigs" shall be Girard Industries Aqua Swab -AS or
approved equal, 2 lb/cu, ft. density foam with 90A durometer urethane rubber coating
on the rear of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will
perform the cleaning operation.
18, All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi
over operating pressure, in accordance with the specifications of the City of Renton and
the Washington State Health Department. All pressure testing shall be done in the
presence of a representative of the City of Renton. The quantity of water lost from the
main shall not exceed the number of gallons per hour as listed in City of Renton
A A
f PLAN VIE>�
glWA1ER'I��
\\�
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12' MIN.
l8' MAX.
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-114" DIA.
12•
1/8 MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
I" STEEL
OR OLYMPIC FOUNDRY
LENGTH AS REQUIRED
7
1 8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
I
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
Utility Specifications
Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi
during the 2 hour test period.
19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum
concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in
the pipe as laid. Chlorine shall be mete rted/injected in accordance with Section 7-
11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
20. A pre -construction conference is required prior to any construction. A minimum of five
(5) working days notice is required for scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22, It shall be the contractor's responsibility to secure all necessary permits prior to starting
construction.
23. Installation of corporate stops, water services, lines and meters shall not be done until
all service agreements, meter applications, construction permits, and payment of fees
have been made to the City of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet
taps, which may be made by approved wet tap contractors with prior approval from the
Public Works Department. All necessary excavation and materials are to be supplied by
the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be
the contractor's responsibility to notify Development Services twenty four (24) hours in
advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in.
27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by
the Star Manufacturing Company of Columbus Ohio, or equal, approved in wrlting by the
Public Works Department,
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
I Inches. 011 mat streets may be spade cut. All surface concrete pavement,sidewalks
Y Pa r
curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2)
inches or removed to an existing expansion joint.
29. A temporary cold mix asphalt patch shall be placed an the day of initial excavation wlth
a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call
for subgrade inspection prior to placement of final patch. *
30. For Cityprojects such as telemetry conduit the PVC i u shall be All chemical
P ] trY 1 pipe �
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
TESTING DETAIL
t 10 FT -
771n1r I
XISTING TEE, DEAD END LINE, CAP OR
-,0 NOT DISTURB BLOCKING
NEW WATER LINE
PLUG
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R-3991 17 W - 399102
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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18215 72ND AVENUE SOUTH P�1 AADR U
pF Sy 0
K E NT, WA 98032 A,`� 1 /�c1 SURVEYED: SCALE: DATE: LJ.J
(425)251-6222 HORIZONTAL- N D 1983/1991 CONSTRUCTION NOTES A N D DETAILS 09/27/19 2i
(425)251-8782 FAX DESIGNED: CITY OF
24661 RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE -OK: >_
A f1d PAGE- °`��"z,w TALBOT ROAD INTERSECTION UPGRADES w
�FG l S T E��� ��� ONE INCH DATUM DRAWING N0: J
CIVIL ENGINEERING, LAND PLANNING, ss/DNA L FAG\ 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J
SURVEYING, ENVIRONMENTAL SERVICES AS IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA 98055 SHEU:R18 OF,
20 Q
9/22/20201 t
VERTICAL CROSS FOR POLYPIGGING STATION
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE
v'ERTICAL CROSS (MJ X FL)
FINE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF 7. PLAN - 300.6
(e-.
DEPARTMENT WATER MAINS
%I;\ICI I 2010
_ONCRETE
'HRUST BLOCH MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
AT VALVE F X M A -5 9 RESILIENT 5 AT
6' G E (L J) AWWA C O.E
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x B" x 4' MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUN'�
MIN 3' RADIUS
MIN 3' RADIUS
ONE MAN ROCK
lill6 i 1 • ..
i 6
a P D 6 CONCRETE PAD
6" CONCRETE AD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
®} DEPARTMENT
MARCH 2010
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3�
T 3"
38" MIN.
WIDTH
WHITE POST
62"
lIT, IT
m$F' u
24"
1
VALVE MARKER POST
PUBLIC WORKS VALVE BOX. MARKER & OPERATING STD. PLAN - 330.1
®� DEPARTMENT NUT EXTENSION
MARCH 2010
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE � �� r-- 1
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
/U-I!,
° STD. PLAN - 300.5
PUBLIC' WORKS CONNECTION TO WATER MAIN
DEPARTMENTEXISTING TEE OR END LINE CAP{ARCH 2O10