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w
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a_
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LEGEND
�yTREE
Apo
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DECIDUOUS TREE..
SSMH
12" DOGWOOD
T2:
11 " FRUIT
T3:
15" APPLE (TBR)
T4:
6" FRUIT (TOR)
T5:
16" CHERRY
T6:
6" HOLLEY
T7:
7" FRUIT
EX S
STRUCTURE TABLE
#1: S
SSMH
RIM =
= 90.06
8" R
RCP N. -S.= 72.04,
#2: S
SSMH
RIM =
= 90.89
8" R
RCP N. -S.= 74.92
#3: C
CB
RIM =
= 88.20
T
rJ
I S.- 87.00
NEW HOME ON LOT 2 SHALL BE SPRIN Ain FOR FORS F981
66 ?AQA BV fd146 . PBRMrr IS R iRILLIfift fAll/ O�Sl6A t IeSSTwuA�orl
of ( aO �e�p�a Ra* S poil4 ui� 661ST".
WtW Q6 I
CtbA��aoD M'ob0an§ 06q�Gl; Cd�a� N MMIN 1" WM FOR LOT 2 1
(SUB,ECT TO SIZING W/
^ ^ ro o CLIMBING PERMIT)
m W ro v o 0
ro WF�
WATER &SEWER NOTES / Utz 26.4
I T PA CEL Y =17 50.6 P
1. WATER METERS TO BE INSTALLED BY I m #334040 -1185 20' TILITY ABEMENT t
°� LOT '57
qtt CREWS UNDER SEPARATE PERMITS 1 11 ((
2. LOT 2 SHALL BE REQUIRED TO PROMDE 1 ' I I T?
A GRINDER
PUMP THAT
PUMPS SEWAGE
I
TO PROPOSED
6' SS
STUB.
-
_
T
\
o k,
A
�N
TAX PARCEL
#334040 -0995
)i�
A -2
APPROXIMATE LOCATION
WE LDAND
OF CATEGORY 2 WETLAND
BUFFER
o
\
BOUNDARY _ _ - _ _ _ -
-
-
A -1
1
1
1
t
TAX PARCEL
#334040 -1010
i
LOT 2 / Try � ® i
1
TT ( L(IT 56
LOCATED IN THE N.W. 114 OF THE S.E. 114,
OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, W.M.
LTNWHOLM .4 VE.
8" AD.S.
I¢, I.E. =89.86
11 0
I 8" A.D.S.
S2 I.E. =90.04
b:
1
30' I
y 9 1
1J1 I �• ,
8 REL(
I Y=
1 1
1
n
A.
1
LOT 7 r,
S•
CONCR£(E ,� II
REL WALL ,�'. I
P'
1• a n _ 3D.z3'I
\j ti89'47712'W 205.86' 4' WIDE Htuuc� ,T-1 In
\ WOOD RETAINING r' t1 =72981
BURR FROM WALL E. FACE
OF SLOPE t4.0' S. OF \ t HOUEAAVES 1
PROPERTY LINE
s t \
% 1
\mom \ \
c, p LOT 55 �" \
° TAX PARCEL `pv
n 1334040 -1170
BLOCK 7 S ADDITION s
C.D• GIARDEN,
EARLINGTO DIVISION 1 74)
(VOL. 17, PG.
WATER & SEWER PLAN
1"-301
Water Utility Notes and Specifications
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. All work material shall be in conformance with the standards and specifications of the City. of Renton Pla ming/Building /PuMb Works Department and the 1996 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.
3. 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.
4. All locations of existing utilities shown are approximate and it shall be the contractas 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.
5. An approved Traffic Control Plan is required to be submitted at the Pre - Construction meeting.
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 mats loping and seat coating shop conform
to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical 'pint. 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 Iran fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shot be in accordance with
ANSI/AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fdtings swill In accordance with either ANSI /AWWA CI10- 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 'pints, shalt be in accordance with ANSI/AWWA C110/A21.10.87 or a combination
of ANSI/AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical jamt(s) may be with ANSI/AWWA C153/A21.53 -94 and that portion
of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10 -87. Aaeptanoe testing In accordance with section 53,53 of ANSI/AWWA section 10-4.3 of ANSI /AWWA
C110/A21.10 -87 shall be obtained by the contractor and transmitted to the owner.
B. Gate vales 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). Valves shall be
designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow Ust 14, Mudler Company Nit. A2380 or M & H.
9. Fire hydrants shall be Carey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical 'pmt inlet and a
main valve opening (M.V.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
counter clockwise (left),
tit, The two 2 -1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem out Caps shot 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 shell be forged and /or extruded 6061 -TB aluminum alloy, hordcaat
anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart Stoz face to be metal, no gasket to weather. Storz cap to hove synthetic molded rubber gasket,
end shell be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable.
2. Fine hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal.
3. Pumper connection to face roadway assembly.
4. Fire hydrants shall be installed per City of Renton Standard Detail for &a hydrants, latest revision.
7 -Cramer Northwest Inc.
§ ENGINEERS, SURVEYORS & PLANNERS
w 945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax)
E -MAIL: cni®cromernw.com
fL1t1" v
1
1
1
1
1
OF N'LY SSMH
1 U
WI:
nI
\� II
ATE EX 3/4" WM
8" OI (REMOVE EX SERVICE LINE)
I "X8" TEE ( Weil -IA ?)
3V CONIC BLKG
08476. 5
SITE BENCHMARK
�0D NAIL SET
IN W. FACE OF
UTILI7Y POLE
EL. =94.62 U.S. FEET
y" PVC SS STUB
0 2 IMF'
R4 oIE -73D.08
01 ' 3/5
f= 173041.2
�" P C
EX 8 D WATER
1
I
,
1
1
1
1
1
1
1
t
WATER MAI IF ADDITIONAL AD ENT IS
REQUIRED, INS L 2 -2" CLOSE
NIPPLE AN -2" 90' BEND, SCREWED
AT THI DINT. FIELD LOCATE
2" CLOSE NIPPLE CONCRETE METER BOX
2" CLOSE NIPPLE
^+' ^` 2" 90' ELBOW
2" 90' ELBOW 2" GA ANIZED PIPE AS REQUIRED
CONCRETE BLOCKING PLAN
NOTE: VALVE NUT EXTENSION AS REQUIRED
METERS WILL REQUIRE PRV'S TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE 8090)
EQUAL TO OLYMPIC FOUNDRY CO. ///��� GROUND LINE //�� CONCRETE SIDEWALK
(196 PSI AT SERVICE LOCATION) STANDARD 8" TOP SECTION, WITH 6" MAX.
REGULAR BASE SECTION LENGTH I r
TO FIT. a�wxewaremwtw Imwtr -�a r a-"�
m o LE =88.95
S. 1,9Tf1 ST.
�ACTUAL LOCATION OF
FIRE HYDRANT IS
86.90 E. BY 148.25' S. OF
S.E. PROPERTY CORNER
15. All watemaMs 10 inches and smaller to maintain a minimum cover of 36 inches below Irish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish
grade. Where utility conflicts occur, watennains are to be lowered to clear.
16. All watermafns 6 Inches and larger In diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "POy pigs" shall be Girard Industries Aqua Swab -AS or approved
"
equal, 2 b /cu. ft. density. foam with90A durometer urethane rubber coating on the rear of PIG" only.
17. OPIV shall be cyieider shaped with bullet nose or square end. The contractor will perform the cleaning operation.
18. NI watermahs and services sholl be pressure tested to a minimum of 200 psi or 150 pri over operating pressure, in accordance with the specifications of the qty 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 shot not exceed
the number of gallons per hour as listed In City of Renton Standard Plans & Specifications i- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period.
19. AN watermains and services shall be disinfected by the injection of a 50 pion (minimum concentration) chlor le /water solution. Dry Calcium Hypochlorite shall NOT be placed In the pipe
as laid. Chlorine shall be metered /injected in accordance with Section 7- ll.3(12)E or 7- 11 :1(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 contractors responsibility to secure all necessary permits prior to starting construction.
23. Instalalron of corporate stops, water services, lines and meters shall not be done until ell 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 we :: 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 nol fications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four (24) hours in advance of
Waiting of construction. The contractor, as well as the engineers, shall keep as -built drovings.
26. Contractor to provide, plugs and temporary blow -off assemblies for testing and purity ao.;eptance prior to final tie -in.
27. All joint restraint systems :(s addle rods, nuts, baits, eta) shall be as manufactured by "he Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public
Works Department
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Inches. Oil mat streets may be spade cut, All surface concrete, pavement, sidewalks, curb, gutters,
and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to on existing expansion 'pint.
29. A temporary cold mix asphalt patch doll be placed on the day of initial excawtion with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for
subgrode inspection prior to placement of final patch. '
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical proiss lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC
pipe under improved areas.
- 'I•. % % ° +•`" " :, 2 -1/2° NST (HOSE)
2" GATE VALVE, SCREWED
2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO
PIPE 12' LONG #78 KUPFERLE FOUNDRY CO.
2" CLOSE NIPPLE 2"xZ &' TEE
BETWEEN AND 2" 90AELBOWPLUG TEE NDE90' ELBOW.WTEEN
INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW ®� �� Vol,
PLASTIC COVER OVER WASH
ED
GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PtP
oti.oy oa'.eoo 18" LONG
SO
d. 0� o
18" MAX. o• 0'0.�'p :i• :o
oto,doo?•0 ?0
o '�o''�o'� PERMANENT 2" BLOW -OFF ASSEMBLY
2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER)
10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN O� O ADOPTED
1 -1/2" AND RETAINED ON 1/4" MESH CITY OF RENTON
FOR DRAIN ELEVATION °O°
STANDARD PLANS
�lc N1D2 LST DATE: 12/96
h AT VSIONawu^,nr. acv cam DWG. NAME: BR25A SP PAGE: 8105
DATE REVISION BY APPR'
2" BLOWOFF
NITS 4
mo
2 REVISIONS PER CDR 12 08 09 LSK 12/10/091 � - - oawx L i 1 " =30' N0flQ0N°b 11p °° °°'
SK
DRAWN:
SK arc orex
a „�� DATUM
LSK 'w "N' [ ff
w xat axe nxax
NO, REVISION BY DATE APPR AeP �.,eACw.oaamc.
Sanitary Sewer Notes and Specifications
1. All work materials shall be In conformance with the standards and specification of the qty of Renton Utility Deportment and the latest edition of the WSDOT /APWA
Standards and Spedfications.
2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public
Works Association, latest edition (APWA) and City of Renton Standard Specifications.
3. All locations of existing utilities shown are approximate and it shot be the contractor's responsibility to verify the true and correct location so as to avoid damage or
disturbance,
4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site,
5. it shell be the repairability of the contractor to obtain street use and any other related permits price to any construction.
6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans.
7. A copy of these approved plans must be on the job site whenever construction is In progress.
8 The contractor shall provide the City of Renton with an ac -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional
engineer or licensed professional surveyor.
9. Backfill shall be placed equally on both odes of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to
95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete
the fit over pge shot be the some as assented.
10. Open cut road crossings for utility trenches on existing traveled roadway shall be badxeled with crushed rock and mechanically compacted. Cuts into the existing
asphalt shall be neotlbe cut with saw in a continuous line. A temporary mx patch must be placed immediately after backfill and compaction. A permanent hot mix patch
shall be placed within 10 days and shall be per qty of Renton current standards.
11. Datum shall be qty of Renton, 1988 NAW.
12. All disturbed areas shot be seeded and mulched or otherwise stylized to the satisfaction of the Department for the prevention of on -site erosion after the completion
Of Instruction.
13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for
Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation materiel, as well as placement and compaction of
required bedding matedo, to unfform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel
6 inches above and below the pipe.
14. Sanitary sewer pipe shag be polyvinyl chloride (PVC) rubber gasoted ASTM D 3034, SDR 35, or ductile iron class 50.
15 In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade, in paved area, cover must slope in all directions to match
paving.
5- 354001
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
HORIZONTAL AND Vt ICAL LOCAATION PRIOR TOOUCONSTTRRUCTTIION HIS S
SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN
POTHOUNG ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SURITONF CLICS HLCRE
SUBVET UTILITIES VARIATION. IONTSOUD OCU GUARANTEED CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
RECOMMENDED FOR APPROVAL
BY: DATE: /-;L-/7,d!9
BY: ('!'A/ DATE: 77
BY: AftOtee we DATE: jULSY61
BY: DATE:
44 CITY OF QUI FENG LI SHORT PLAT DAM 5/26/09
t MR FOR RAYMOND NG h�k
REN TON PAM
DMMG xo:
Planning /Building /Public Works Dept. WATER & SEWER PLAN 4
NOTES, BLOWOFF DETAIL Vic. 4 a 6
LTNWHOLM .4 VE.
8" AD.S.
I¢, I.E. =89.86
11 0
I 8" A.D.S.
S2 I.E. =90.04
b:
1
30' I
y 9 1
1J1 I �• ,
8 REL(
I Y=
1 1
1
n
A.
1
LOT 7 r,
S•
CONCR£(E ,� II
REL WALL ,�'. I
P'
1• a n _ 3D.z3'I
\j ti89'47712'W 205.86' 4' WIDE Htuuc� ,T-1 In
\ WOOD RETAINING r' t1 =72981
BURR FROM WALL E. FACE
OF SLOPE t4.0' S. OF \ t HOUEAAVES 1
PROPERTY LINE
s t \
% 1
\mom \ \
c, p LOT 55 �" \
° TAX PARCEL `pv
n 1334040 -1170
BLOCK 7 S ADDITION s
C.D• GIARDEN,
EARLINGTO DIVISION 1 74)
(VOL. 17, PG.
WATER & SEWER PLAN
1"-301
Water Utility Notes and Specifications
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. All work material shall be in conformance with the standards and specifications of the City. of Renton Pla ming/Building /PuMb Works Department and the 1996 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.
3. 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.
4. All locations of existing utilities shown are approximate and it shall be the contractas 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.
5. An approved Traffic Control Plan is required to be submitted at the Pre - Construction meeting.
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 mats loping and seat coating shop conform
to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical 'pint. 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 Iran fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shot be in accordance with
ANSI/AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fdtings swill In accordance with either ANSI /AWWA CI10- 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 'pints, shalt be in accordance with ANSI/AWWA C110/A21.10.87 or a combination
of ANSI/AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical jamt(s) may be with ANSI/AWWA C153/A21.53 -94 and that portion
of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10 -87. Aaeptanoe testing In accordance with section 53,53 of ANSI/AWWA section 10-4.3 of ANSI /AWWA
C110/A21.10 -87 shall be obtained by the contractor and transmitted to the owner.
B. Gate vales 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). Valves shall be
designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow Ust 14, Mudler Company Nit. A2380 or M & H.
9. Fire hydrants shall be Carey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical 'pmt inlet and a
main valve opening (M.V.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
counter clockwise (left),
tit, The two 2 -1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem out Caps shot 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 shell be forged and /or extruded 6061 -TB aluminum alloy, hordcaat
anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart Stoz face to be metal, no gasket to weather. Storz cap to hove synthetic molded rubber gasket,
end shell be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable.
2. Fine hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal.
3. Pumper connection to face roadway assembly.
4. Fire hydrants shall be installed per City of Renton Standard Detail for &a hydrants, latest revision.
7 -Cramer Northwest Inc.
§ ENGINEERS, SURVEYORS & PLANNERS
w 945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax)
E -MAIL: cni®cromernw.com
fL1t1" v
1
1
1
1
1
OF N'LY SSMH
1 U
WI:
nI
\� II
ATE EX 3/4" WM
8" OI (REMOVE EX SERVICE LINE)
I "X8" TEE ( Weil -IA ?)
3V CONIC BLKG
08476. 5
SITE BENCHMARK
�0D NAIL SET
IN W. FACE OF
UTILI7Y POLE
EL. =94.62 U.S. FEET
y" PVC SS STUB
0 2 IMF'
R4 oIE -73D.08
01 ' 3/5
f= 173041.2
�" P C
EX 8 D WATER
1
I
,
1
1
1
1
1
1
1
t
WATER MAI IF ADDITIONAL AD ENT IS
REQUIRED, INS L 2 -2" CLOSE
NIPPLE AN -2" 90' BEND, SCREWED
AT THI DINT. FIELD LOCATE
2" CLOSE NIPPLE CONCRETE METER BOX
2" CLOSE NIPPLE
^+' ^` 2" 90' ELBOW
2" 90' ELBOW 2" GA ANIZED PIPE AS REQUIRED
CONCRETE BLOCKING PLAN
NOTE: VALVE NUT EXTENSION AS REQUIRED
METERS WILL REQUIRE PRV'S TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE 8090)
EQUAL TO OLYMPIC FOUNDRY CO. ///��� GROUND LINE //�� CONCRETE SIDEWALK
(196 PSI AT SERVICE LOCATION) STANDARD 8" TOP SECTION, WITH 6" MAX.
REGULAR BASE SECTION LENGTH I r
TO FIT. a�wxewaremwtw Imwtr -�a r a-"�
m o LE =88.95
S. 1,9Tf1 ST.
�ACTUAL LOCATION OF
FIRE HYDRANT IS
86.90 E. BY 148.25' S. OF
S.E. PROPERTY CORNER
15. All watemaMs 10 inches and smaller to maintain a minimum cover of 36 inches below Irish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish
grade. Where utility conflicts occur, watennains are to be lowered to clear.
16. All watermafns 6 Inches and larger In diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "POy pigs" shall be Girard Industries Aqua Swab -AS or approved
"
equal, 2 b /cu. ft. density. foam with90A durometer urethane rubber coating on the rear of PIG" only.
17. OPIV shall be cyieider shaped with bullet nose or square end. The contractor will perform the cleaning operation.
18. NI watermahs and services sholl be pressure tested to a minimum of 200 psi or 150 pri over operating pressure, in accordance with the specifications of the qty 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 shot not exceed
the number of gallons per hour as listed In City of Renton Standard Plans & Specifications i- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period.
19. AN watermains and services shall be disinfected by the injection of a 50 pion (minimum concentration) chlor le /water solution. Dry Calcium Hypochlorite shall NOT be placed In the pipe
as laid. Chlorine shall be metered /injected in accordance with Section 7- ll.3(12)E or 7- 11 :1(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 contractors responsibility to secure all necessary permits prior to starting construction.
23. Instalalron of corporate stops, water services, lines and meters shall not be done until ell 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 we :: 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 nol fications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four (24) hours in advance of
Waiting of construction. The contractor, as well as the engineers, shall keep as -built drovings.
26. Contractor to provide, plugs and temporary blow -off assemblies for testing and purity ao.;eptance prior to final tie -in.
27. All joint restraint systems :(s addle rods, nuts, baits, eta) shall be as manufactured by "he Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public
Works Department
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Inches. Oil mat streets may be spade cut, All surface concrete, pavement, sidewalks, curb, gutters,
and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to on existing expansion 'pint.
29. A temporary cold mix asphalt patch doll be placed on the day of initial excawtion with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for
subgrode inspection prior to placement of final patch. '
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical proiss lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC
pipe under improved areas.
- 'I•. % % ° +•`" " :, 2 -1/2° NST (HOSE)
2" GATE VALVE, SCREWED
2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO
PIPE 12' LONG #78 KUPFERLE FOUNDRY CO.
2" CLOSE NIPPLE 2"xZ &' TEE
BETWEEN AND 2" 90AELBOWPLUG TEE NDE90' ELBOW.WTEEN
INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW ®� �� Vol,
PLASTIC COVER OVER WASH
ED
GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PtP
oti.oy oa'.eoo 18" LONG
SO
d. 0� o
18" MAX. o• 0'0.�'p :i• :o
oto,doo?•0 ?0
o '�o''�o'� PERMANENT 2" BLOW -OFF ASSEMBLY
2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER)
10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN O� O ADOPTED
1 -1/2" AND RETAINED ON 1/4" MESH CITY OF RENTON
FOR DRAIN ELEVATION °O°
STANDARD PLANS
�lc N1D2 LST DATE: 12/96
h AT VSIONawu^,nr. acv cam DWG. NAME: BR25A SP PAGE: 8105
DATE REVISION BY APPR'
2" BLOWOFF
NITS 4
mo
2 REVISIONS PER CDR 12 08 09 LSK 12/10/091 � - - oawx L i 1 " =30' N0flQ0N°b 11p °° °°'
SK
DRAWN:
SK arc orex
a „�� DATUM
LSK 'w "N' [ ff
w xat axe nxax
NO, REVISION BY DATE APPR AeP �.,eACw.oaamc.
Sanitary Sewer Notes and Specifications
1. All work materials shall be In conformance with the standards and specification of the qty of Renton Utility Deportment and the latest edition of the WSDOT /APWA
Standards and Spedfications.
2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public
Works Association, latest edition (APWA) and City of Renton Standard Specifications.
3. All locations of existing utilities shown are approximate and it shot be the contractor's responsibility to verify the true and correct location so as to avoid damage or
disturbance,
4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site,
5. it shell be the repairability of the contractor to obtain street use and any other related permits price to any construction.
6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans.
7. A copy of these approved plans must be on the job site whenever construction is In progress.
8 The contractor shall provide the City of Renton with an ac -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional
engineer or licensed professional surveyor.
9. Backfill shall be placed equally on both odes of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to
95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete
the fit over pge shot be the some as assented.
10. Open cut road crossings for utility trenches on existing traveled roadway shall be badxeled with crushed rock and mechanically compacted. Cuts into the existing
asphalt shall be neotlbe cut with saw in a continuous line. A temporary mx patch must be placed immediately after backfill and compaction. A permanent hot mix patch
shall be placed within 10 days and shall be per qty of Renton current standards.
11. Datum shall be qty of Renton, 1988 NAW.
12. All disturbed areas shot be seeded and mulched or otherwise stylized to the satisfaction of the Department for the prevention of on -site erosion after the completion
Of Instruction.
13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for
Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation materiel, as well as placement and compaction of
required bedding matedo, to unfform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel
6 inches above and below the pipe.
14. Sanitary sewer pipe shag be polyvinyl chloride (PVC) rubber gasoted ASTM D 3034, SDR 35, or ductile iron class 50.
15 In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade, in paved area, cover must slope in all directions to match
paving.
5- 354001
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
HORIZONTAL AND Vt ICAL LOCAATION PRIOR TOOUCONSTTRRUCTTIION HIS S
SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN
POTHOUNG ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SURITONF CLICS HLCRE
SUBVET UTILITIES VARIATION. IONTSOUD OCU GUARANTEED CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
RECOMMENDED FOR APPROVAL
BY: DATE: /-;L-/7,d!9
BY: ('!'A/ DATE: 77
BY: AftOtee we DATE: jULSY61
BY: DATE:
44 CITY OF QUI FENG LI SHORT PLAT DAM 5/26/09
t MR FOR RAYMOND NG h�k
REN TON PAM
DMMG xo:
Planning /Building /Public Works Dept. WATER & SEWER PLAN 4
NOTES, BLOWOFF DETAIL Vic. 4 a 6
m o LE =88.95
S. 1,9Tf1 ST.
�ACTUAL LOCATION OF
FIRE HYDRANT IS
86.90 E. BY 148.25' S. OF
S.E. PROPERTY CORNER
15. All watemaMs 10 inches and smaller to maintain a minimum cover of 36 inches below Irish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish
grade. Where utility conflicts occur, watennains are to be lowered to clear.
16. All watermafns 6 Inches and larger In diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "POy pigs" shall be Girard Industries Aqua Swab -AS or approved
"
equal, 2 b /cu. ft. density. foam with90A durometer urethane rubber coating on the rear of PIG" only.
17. OPIV shall be cyieider shaped with bullet nose or square end. The contractor will perform the cleaning operation.
18. NI watermahs and services sholl be pressure tested to a minimum of 200 psi or 150 pri over operating pressure, in accordance with the specifications of the qty 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 shot not exceed
the number of gallons per hour as listed In City of Renton Standard Plans & Specifications i- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period.
19. AN watermains and services shall be disinfected by the injection of a 50 pion (minimum concentration) chlor le /water solution. Dry Calcium Hypochlorite shall NOT be placed In the pipe
as laid. Chlorine shall be metered /injected in accordance with Section 7- ll.3(12)E or 7- 11 :1(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 contractors responsibility to secure all necessary permits prior to starting construction.
23. Instalalron of corporate stops, water services, lines and meters shall not be done until ell 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 we :: 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 nol fications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four (24) hours in advance of
Waiting of construction. The contractor, as well as the engineers, shall keep as -built drovings.
26. Contractor to provide, plugs and temporary blow -off assemblies for testing and purity ao.;eptance prior to final tie -in.
27. All joint restraint systems :(s addle rods, nuts, baits, eta) shall be as manufactured by "he Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public
Works Department
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Inches. Oil mat streets may be spade cut, All surface concrete, pavement, sidewalks, curb, gutters,
and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to on existing expansion 'pint.
29. A temporary cold mix asphalt patch doll be placed on the day of initial excawtion with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for
subgrode inspection prior to placement of final patch. '
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical proiss lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC
pipe under improved areas.
- 'I•. % % ° +•`" " :, 2 -1/2° NST (HOSE)
2" GATE VALVE, SCREWED
2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO
PIPE 12' LONG #78 KUPFERLE FOUNDRY CO.
2" CLOSE NIPPLE 2"xZ &' TEE
BETWEEN AND 2" 90AELBOWPLUG TEE NDE90' ELBOW.WTEEN
INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW ®� �� Vol,
PLASTIC COVER OVER WASH
ED
GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PtP
oti.oy oa'.eoo 18" LONG
SO
d. 0� o
18" MAX. o• 0'0.�'p :i• :o
oto,doo?•0 ?0
o '�o''�o'� PERMANENT 2" BLOW -OFF ASSEMBLY
2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER)
10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN O� O ADOPTED
1 -1/2" AND RETAINED ON 1/4" MESH CITY OF RENTON
FOR DRAIN ELEVATION °O°
STANDARD PLANS
�lc N1D2 LST DATE: 12/96
h AT VSIONawu^,nr. acv cam DWG. NAME: BR25A SP PAGE: 8105
DATE REVISION BY APPR'
2" BLOWOFF
NITS 4
mo
2 REVISIONS PER CDR 12 08 09 LSK 12/10/091 � - - oawx L i 1 " =30' N0flQ0N°b 11p °° °°'
SK
DRAWN:
SK arc orex
a „�� DATUM
LSK 'w "N' [ ff
w xat axe nxax
NO, REVISION BY DATE APPR AeP �.,eACw.oaamc.
Sanitary Sewer Notes and Specifications
1. All work materials shall be In conformance with the standards and specification of the qty of Renton Utility Deportment and the latest edition of the WSDOT /APWA
Standards and Spedfications.
2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public
Works Association, latest edition (APWA) and City of Renton Standard Specifications.
3. All locations of existing utilities shown are approximate and it shot be the contractor's responsibility to verify the true and correct location so as to avoid damage or
disturbance,
4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site,
5. it shell be the repairability of the contractor to obtain street use and any other related permits price to any construction.
6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans.
7. A copy of these approved plans must be on the job site whenever construction is In progress.
8 The contractor shall provide the City of Renton with an ac -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional
engineer or licensed professional surveyor.
9. Backfill shall be placed equally on both odes of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to
95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete
the fit over pge shot be the some as assented.
10. Open cut road crossings for utility trenches on existing traveled roadway shall be badxeled with crushed rock and mechanically compacted. Cuts into the existing
asphalt shall be neotlbe cut with saw in a continuous line. A temporary mx patch must be placed immediately after backfill and compaction. A permanent hot mix patch
shall be placed within 10 days and shall be per qty of Renton current standards.
11. Datum shall be qty of Renton, 1988 NAW.
12. All disturbed areas shot be seeded and mulched or otherwise stylized to the satisfaction of the Department for the prevention of on -site erosion after the completion
Of Instruction.
13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for
Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation materiel, as well as placement and compaction of
required bedding matedo, to unfform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel
6 inches above and below the pipe.
14. Sanitary sewer pipe shag be polyvinyl chloride (PVC) rubber gasoted ASTM D 3034, SDR 35, or ductile iron class 50.
15 In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade, in paved area, cover must slope in all directions to match
paving.
5- 354001
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
HORIZONTAL AND Vt ICAL LOCAATION PRIOR TOOUCONSTTRRUCTTIION HIS S
SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN
POTHOUNG ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SURITONF CLICS HLCRE
SUBVET UTILITIES VARIATION. IONTSOUD OCU GUARANTEED CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
RECOMMENDED FOR APPROVAL
BY: DATE: /-;L-/7,d!9
BY: ('!'A/ DATE: 77
BY: AftOtee we DATE: jULSY61
BY: DATE:
44 CITY OF QUI FENG LI SHORT PLAT DAM 5/26/09
t MR FOR RAYMOND NG h�k
REN TON PAM
DMMG xo:
Planning /Building /Public Works Dept. WATER & SEWER PLAN 4
NOTES, BLOWOFF DETAIL Vic. 4 a 6
F_
H
i-
dh
0
CL
IZ
CL
w
a
Z
H
U
w
0
C_
d
1J "x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIF
INC. GOP SERIES MSBCF 1324 -18 WITH 1.75' THIN DUCTILE
IRON DIAMOND PATE COMER EQUAL TO MID - STATES PLASTICS,
INC. MBGBF1324 -R WTH HEAVEN LID AND 1_5/41' DMLLID
HGLE FOR MUCHREAO PIT LID (SEE DETAIL A -A) - --I
S" MIN
FINISH GRACE 12' MAX
V
36' MIN CLEVER Z4 y
ON PWAE
PILO PBNB
�I
IN UNIMPROWD RIGHT OF
f WAY INSTALL METER BOX AT
JI
PROPERTY LINE YAM 12'
t='
LONG COPPER rAILPIECE
W
SIDEWAIK
a
12'
TYPE "K' SOFT
COPPER TUBING
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD 014 -33 OR 44 MDT
x COMPRESSION COUPLING —
J CF WATER MAIN TD PROVIDE/
2 "n 4" STUD SERVICE MARKER PAINT
/ SUCK IN COPPER SERVICE
METER! FORD
LINE TC METER.
90SW-4h335. DR MODONALD GRASS: 21- 21SW00033, OR
Idi
MUSEUM: -24 H ANGLE BALL VALVE ON INLET AND
K VALVE ON QUIT
STOP. FORD TAPERED THREAD
ODPPERSERFR FOR 1" MEMBU FORD 161472- 1A1N -44 -446, OR
(CC).q im
(CC). gJia4 JOINT
MDONALO MASSa 21- 4131100044, OR MUELLER[ 1 -8- 2470 -2
(314' F1000-3-G) CR AY MCDCNAW 47010
601H INLET AND DU= WITH PACK JOINT LATH GRIPPER.
(Y FIDOO -4 -G) OR AY MCDONALD 47010
PADLOCK PANGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON CUTLET ALL PACK -JOINT FITGN06 SMALL RE WITH
OUICR .DINT.
NOTE:
ALL METER BOXES INSTALLED 'AITHIN CONCRETE OR PAYED DRIVEWAYS SHALL BE
CAST -IRON EQUAL TD OLYMPIC FOUNDARY. EXPANSION JOINTS MWSH HE INSTALLED ON
BOTH SIDES OF METER BOX.
Heil
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH R85 UNLESS THE RIB SPACING ALLOWS THE
NUT TD MCHMN AGAINST THE WEN SIDE OF MORE THAN
ONE RIB.
IRLL 1 -5/41' DIA, HOLE FOR AMR
AUTOMATIC METER READ) TOUCHREAD DEVICE
2-1/2' MIN, FROM NEAREST
AND FRONT EDGE OF PIT LED
3/4" & S" WAM SERIWCB
ADOPTED
CAF OP GHrmR
a s2411mtJm Pave
>'m am 04/04
DWO, NAME: 6106 SP PACE: 81
WATER METER & SERVICE
NTS
FIRE HYDRANT SHALE- BE COREY -TYPE EQUAL TO IOWA F -5110 4M
COMPRESSION TYPE SUCH AS CLEW MEDALLION; M 3 H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL
dOINT INLET 'NTH LUGS, 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2'
HOW CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS NTH A STOR2 ADAPTOR,
4,875 SEATTLE THREAD X 57 STORZ, ATTACHED 'NTH 1/8' STAINLESS
STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOCRE/PRESERY'A71VE
YAY OR AS
EXTENSION TO
—1B' TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT 15 ADJACENT TO
CURB
TYPO -PIECE CAST IRON VALVE BOX RUTH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD W TOP SECTION
4,875" x 5' STQRZ NTH REGULAR BASE SECTION LENG7H TO FIT. VALVE NUT
[EXTENSION AS REQUIRED (SEE DWC BR48 / PAGE 8000).
MIN 4."-, RAISED PAVEMENT MARKER TYPE BE
MIN 2 °1 AB SRMSONITE TWO -WAY BLUE
14 SIRY 422 -
MINc /_ CONCRETE BLOCKING
t MAIN LINE TEE, NTH 8" FLANGE SIDE OUTLET.
U. GATE VALVE (FL X NJ) AWWA C -509, RESILIENT SEAT
8" DUCTILE IRON PIPE, CLASS 52 CEMENT UNED, LENGM TO FIT
2 -3/4' CDR- TENSTEEL TIE RODS, SEE STD DETAIL F011 TIE AGO&
IWAIX131
1/2 YARD WASHED DRAIN ROCK (S TO 3 /e') MIN.
V ABOVE 511137 FLANGE PLACE 8 MIL
POLYE-IHYLENE MLM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
VEL ALL SROUND
MIN T RADIUS
4,675" X 5'
5TORZ
CUT
HYDRANT LOCATION IN OUT OR FILL
FIRE HYDRANT
TUTS
ONE MAN ROCK
S
LEVEL ALI. GROUND
MIN V RADIUS
mm
FIRE HYDRANT ASSSMBLY DETAIL
ADOPTED
t +
wnvn4lm PLYNB
LEP DADS: 04,714
DWG, NAME: 6102 SP PAGE: BT02
PRCPERTY UNE
0
FUTURE
6" BUILDING SEVER PIPE ! BUILDING SEWER
W
2 "n 4" STUD SERVICE MARKER PAINT
YATFI e" SIDE CUTLET
UPPER PORTION WHITE ANS STENCIL ON
"SEWER"
SIDE WORDING WITH 3" RICH
Idi
BLACK LETTERS. AND L#6 'MRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD.
UNLESS OTHERVMSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL HANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, 01 PIPE AMC] 0 PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PPE SHALL BE CUT AND HAVE A NE.W TEE
SECTORED IN.
813" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOCKING
'- S" SIDE OUTLET TEE
SEWER MAIN
W' MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER a
ELEVATION
NOTE.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 25 COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LONER.
SIDE SEWER
NTS
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING U7I0IES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE U77LMES AND SURVEYING THE
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING U71UTY LOCATE 0 1- 800 - 424 -5555 AND THEN SS 3 HALL �TRF SU OR A COFL HOLD O CAPTACTRE JEO VARIATION. PLANS ARE UR THECOO CONTRACTOR
aT
§
3
`-'
e
Cramer Northwest Inc. J��oFWASy;c
ENGINEERS, SURVEYORS & PLANNERS
35049 ,¢�
945 N. CENTRAL, STE. #104, KENT, WA 98032 C /STER��Q`�
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) ANAL E 1
E -MAIL: cnl®cramernw.com ��
CNw__
xa+rtw wai'Aeawt
DATUM
°`" "m 5K
—
LsK
r- AT NLL NW CNE INCH
51 AC0R0"NL'`
'�= ;'-- -'
sK
NO.
REVISION
BY
DATE
APPR
AFr
2R M{N SLOPE
MAIN
TYPICAL SIDE SEWER ELEVATION
STANDARD 810E 9EMER MTALLATION
(SEWER MASH TO PROPERTY LINE)
ADOPTED
QTY DT 121WON
a
DAM: S
A PL
LW DAMAi: O4J0+
DWG. NAME: 8078 SP PACE! S078
RECOMMENDED FOR APPROVAL
1
BY: DATE:
BY: ® DATE:
BY: DATE:
@� CITY OF QUI FENG LI SHORT PLAT W 5/26/09
FOR RAYMOND NG
IMF RENTON 4P
DMN1N0 N0:
Planning /Building /Public Works Dept. WATER & SEWER DETAILS 5
sNMT: °F:
5 6
ab;0 -354&oa s'35400g. — NNNNIAiZ
X11
Z
U
W
O
K
a.
C
't
r
Cb
co
a
a-
a-
1/2 "X4" EXPANSI
1/4 "R AT JOINTS
1/2 "X4" EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
1/4 "R AT JOINTS —
SCORE LINES TO BE RADIAL.
TO CURB AND GUTTER ---a
+ - 5
1/2 "X4" EXPANSION MATERIAL 3 GENERAL NOTES:
1/4-R AT JOINTS SCORE LINES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C, THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE.
B 8 AXJOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
D i" BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
"W" —WIDTH OF SIDEWALK 1/2 "% 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.7'S AT ALL CURB RETURNS. 1/2"X4" 10
SHALLSCONF CONFORM THE REQUIREMENTS AT OF CLASS BU(3/4') WITH AIR DETRAINMENT.
MIX FOR SIDEWALKS
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2W TOOLED FINISH.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
1/2 "X5" EXPANSION MATERIAL
1 /4 " /FT. SLOPE CURB RETURN ONLY
1/2 "R 1 /4 " /Ff. SLOPE
1 /2 "R 4 1/2 R PAVEMENT AS PER PLANS
4" PAVEMENT AS PER PLANS
STANDARD CE" . CONO, PARKWAY STANDARD CEM. CONK.
CURB AND GUTTER CURB AND GUTTER
SECTION A —A SECTION B —B TYPICAL SIDEWALK
ADOPTED
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS CITY OF RENTON
♦�•
STANDARD PLANS
LST DATE: 12/96
DATE REVISION BY APPR' DWG. NAME: FR -02 SP PAGE: FO07
Crarner
ENGINEERS,
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1— (800)251 -0189 (toll free) (253)852 -4955 (fax)
E —MAIL: cnl ®cromernw.com
SIDEWALK
NTS 6
N r hwest Inc.
SURVEYORS & PLANNERS
NO.
REVISION
318"
L'
;EMENT CONC. SIDEWALK
t B CEMENT CONCRETE
CURTE33@"EXPASNSE IONNOJENTfTYPJ (SSEENOTE) ,
(SEE STD PLAN 162).
PLAN VIEW
VARIES
I_ RAMPNAI'6ES) I 14'MIN. — .I. RAMPNARIES)
6 MIN. -15 MA%. a MIN. 15'�
20`MA%. I SEE NOTE 8 (TYPL
r--T 6 " MIN.
V MIN.
CEMENT CONCRETE 318" EXPANSION JOINT (TYP)
SIDEWALK SECTION O (SEE STD. PLAN 102)
IWR(TYP) L— SIDEWALKWIDTH
DEPRESSED CURB & GUTTER
VARI. —_E5 X (SEE NOTE a)
2Yn MAX
z
r- 6" MIN.
DRIVEWAY
SECTION O /`
10 LF (IF PAVED
DRIVEWAY REQUIRED
CEMENT
CONCRETE
SIDEWALK
TYPE R1 - ISOMETRIC VIEW
(RESIDENTIAL) For NOTES see sheet 104.2
PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.1
DEPARTMENT ENTRANCE - TYPE RI - MAY 2009
BY I DATE I APPR
W.
CNW
LSK
DRIVEWAY
NTS
ONE INCH
AT NLL 6CNE
IF TNT VIE INGI
664E AXXIRNNMY
101.
DRIVEWO
CEMENT
CONCRETE
SIDEWALK
NOTES
I. When aType Rtw RIB, ( resWen0a1 ).((dvewaywidth:exceecis.15
feet, construct a full depth expanSKTAjcimwlh 3/8 "jolmfiler
along the driveway centerline (See aid, plan 102). Construct
expansion joints parallel with the'ceoledfrre as required at 16
maximum spacing when driveway widths exceed 301. -
2. See std. plan 102 for sidewalk details,
3. Curb and gutter shown, other Curb designs may be specified.
See std. plan 101 for curb details.
4. Avoid placing drainage structures, junction boxes or Other
obstructions in from of driveway enGences.
5. The engineer will design all driveways to include elevatons at all
points marked with symbol "X ". All elevatlons areatthe driveway
finished surface.
6. Driveways not constructed as dimensioned Will not be accepted
by the owner.
7 a. Width of Type CIIC18 and alley entrances shall be 20' -0".
Width of Type C2/C2B (2-lane commercial) entrances shall be
30' -0". Width of Type C3fC3B (34ane commercial) entrances
shall be 38' -0". The expanslonjmms (see std. plan 102) shall
be spaced as shown In the corresponding Isometricview.
b. Maximum width of Type C-MAX wC44M with Buffer
(Industrial, Warehouse, and Shopping Center uses only) shall
be SV-0" but shall trot exceed 40 %of the street frontage. The
expansion joints (see aid. plan 102) shall be spaced as shown
in the corresponding isometric view.
8. Slopes shall comply with sections R303.2.1 or R3113.2.2 Or
R303.2.3 of the PuBdoRights ofWayAacesa QWde (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved on
CEMENT CONCRETE
CORB8GVTTER,,.
(SEE NOTE a)
OONTAACTION JOINT 612 ONTHISE 87
STOPLFN,02 612, 1•
b� rOPOF
N ROADWAY
NOTE �ONVE1NAa� B Ir�IiMWNANSION
DEPRESSED MONOLITHIC CURB & GUTTER DETAIL
p. r
\ ,i•Ro
:ENT CURB
GUTTER SURFACE
a case•bycase basis. DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL RNEWAYS, AND ALLEYS
Driveway Example: TYPE C1B
R4iesMenaal, C "CO mrtlai ��
NumberMLene3.
(MAX- 4LenaCo.rxap
B=BU(Tar(Pbntine Strip), aMnk -NOEI
PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD' PLAN — 104.2
DEPARTMENT NOTES AND DETAILS MAY 2009
� 354003
CITY OF
HOPEOIJmi: NN) ,paa 1W1
RENTON
DATUM
Planning /Building /Public Works Dept.
RECOMMENDED FOR APPROVAL
BY: ^ ' =0. � L DATE: 12--17—d' 7
BY: DATE:
BY: DATE:
BY: DATE:
QUI FENG LI SHORT PLAT
FOR RAYMOND NG
ROAD & SEWER DETAILS
LID: R -354CC4 0- 35*003
5- 35�-oo3
5/26/09
ML
6
6 6
NNIV
ISIV�E.I O.Ak
V+
RAMP NARIIM)),.�., VARIES. 14' MIN. 20 MAX. RAMP NARIES)
6'MIN.- 16'MAx
®
8'MIN.- 16'MAX:
10 LF OF PAVED
4
DRIVEWAY REQUIRED -
9(P(SEES JOINT 02)
_
(SEE STD. PLAN N 102t
I
'
1 2Y2
Y
I
Q
N
d
r.
I \ I
;EMENT CONC. SIDEWALK
t B CEMENT CONCRETE
CURTE33@"EXPASNSE IONNOJENTfTYPJ (SSEENOTE) ,
(SEE STD PLAN 162).
PLAN VIEW
VARIES
I_ RAMPNAI'6ES) I 14'MIN. — .I. RAMPNARIES)
6 MIN. -15 MA%. a MIN. 15'�
20`MA%. I SEE NOTE 8 (TYPL
r--T 6 " MIN.
V MIN.
CEMENT CONCRETE 318" EXPANSION JOINT (TYP)
SIDEWALK SECTION O (SEE STD. PLAN 102)
IWR(TYP) L— SIDEWALKWIDTH
DEPRESSED CURB & GUTTER
VARI. —_E5 X (SEE NOTE a)
2Yn MAX
z
r- 6" MIN.
DRIVEWAY
SECTION O /`
10 LF (IF PAVED
DRIVEWAY REQUIRED
CEMENT
CONCRETE
SIDEWALK
TYPE R1 - ISOMETRIC VIEW
(RESIDENTIAL) For NOTES see sheet 104.2
PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.1
DEPARTMENT ENTRANCE - TYPE RI - MAY 2009
BY I DATE I APPR
W.
CNW
LSK
DRIVEWAY
NTS
ONE INCH
AT NLL 6CNE
IF TNT VIE INGI
664E AXXIRNNMY
101.
DRIVEWO
CEMENT
CONCRETE
SIDEWALK
NOTES
I. When aType Rtw RIB, ( resWen0a1 ).((dvewaywidth:exceecis.15
feet, construct a full depth expanSKTAjcimwlh 3/8 "jolmfiler
along the driveway centerline (See aid, plan 102). Construct
expansion joints parallel with the'ceoledfrre as required at 16
maximum spacing when driveway widths exceed 301. -
2. See std. plan 102 for sidewalk details,
3. Curb and gutter shown, other Curb designs may be specified.
See std. plan 101 for curb details.
4. Avoid placing drainage structures, junction boxes or Other
obstructions in from of driveway enGences.
5. The engineer will design all driveways to include elevatons at all
points marked with symbol "X ". All elevatlons areatthe driveway
finished surface.
6. Driveways not constructed as dimensioned Will not be accepted
by the owner.
7 a. Width of Type CIIC18 and alley entrances shall be 20' -0".
Width of Type C2/C2B (2-lane commercial) entrances shall be
30' -0". Width of Type C3fC3B (34ane commercial) entrances
shall be 38' -0". The expanslonjmms (see std. plan 102) shall
be spaced as shown In the corresponding Isometricview.
b. Maximum width of Type C-MAX wC44M with Buffer
(Industrial, Warehouse, and Shopping Center uses only) shall
be SV-0" but shall trot exceed 40 %of the street frontage. The
expansion joints (see aid. plan 102) shall be spaced as shown
in the corresponding isometric view.
8. Slopes shall comply with sections R303.2.1 or R3113.2.2 Or
R303.2.3 of the PuBdoRights ofWayAacesa QWde (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved on
CEMENT CONCRETE
CORB8GVTTER,,.
(SEE NOTE a)
OONTAACTION JOINT 612 ONTHISE 87
STOPLFN,02 612, 1•
b� rOPOF
N ROADWAY
NOTE �ONVE1NAa� B Ir�IiMWNANSION
DEPRESSED MONOLITHIC CURB & GUTTER DETAIL
p. r
\ ,i•Ro
:ENT CURB
GUTTER SURFACE
a case•bycase basis. DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL RNEWAYS, AND ALLEYS
Driveway Example: TYPE C1B
R4iesMenaal, C "CO mrtlai ��
NumberMLene3.
(MAX- 4LenaCo.rxap
B=BU(Tar(Pbntine Strip), aMnk -NOEI
PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD' PLAN — 104.2
DEPARTMENT NOTES AND DETAILS MAY 2009
� 354003
CITY OF
HOPEOIJmi: NN) ,paa 1W1
RENTON
DATUM
Planning /Building /Public Works Dept.
RECOMMENDED FOR APPROVAL
BY: ^ ' =0. � L DATE: 12--17—d' 7
BY: DATE:
BY: DATE:
BY: DATE:
QUI FENG LI SHORT PLAT
FOR RAYMOND NG
ROAD & SEWER DETAILS
LID: R -354CC4 0- 35*003
5- 35�-oo3
5/26/09
ML
6
6 6
NNIV
ISIV�E.I O.Ak