HomeMy WebLinkAboutSWP271810DESCRIPTION
ADDRESS DATE DATE - CHUCK'S DATE TO DUE DATE TO BUILDING DATE RCVD. DATE TO
RECEIVED .REVIEW BERGSTROM BUILDING DEPT. PLAN NO. PERMT BILLING
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STORM WATER UTILITY REVIEWS
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Project Name:
Building Permit Number:
Date to Utility Billing:
Business or Use:
Owner/Billing Address:
Account. Nos, Tax Lot Nos. Square Footage Assessment
Site Address:
Site Address:
Site Address:
Site Address:
Site Address:
APPLICANT:
JOB ADDRESS:
NATURE OF WORK:
3
PLAN REVIEW ROUTING SLIP
DATE•
TO. Comments Due
Comments Due
ENGINEERING DIVISION I I FIRE PREVENT
ION 13UREAU
—I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW
I UTILITIES ENG. DIVISION_ I I I U f l ICRS ZONING & PA
RKING ENERGY CODE
Comments or suggestions regal ding this al►pTir�tion should be
Provided
f lease provide conrnents to the Building Division by 5:00 p.m on ab provd
ove ate.
REVIEWING DEPARTMENT/DIVISION
u� I APPROVED I I APPROVED WITIT CONDITIONS
ignatbze o
i
Director or Authorized Representative
VIEWING DEPARTMENT/DIVISION
I APPROVED I ( APPROVED WITH CONDITIONS
In writing.
NOT APPROVED
DATE / �
I I NOT APPROVED
nature of Director or Autl�oriied Representative DATE
TOUMA ENGINEERS
201 Souinwest 41St Street • Renton. Wasrnnaton 93055
PROJECT
JOB NO.
• 12061250.gW,) I-D-F CURVE i
SHEET
OF /
DES.
/17. %
neT�
/— G-.��r
LOCATION
INITIAL Tc
(min)
Tc
(min)
A
(Acres)
C
ICA
(Acres)
i
(inJhr)
Q
(cfs)
PIPE DATA
Of
(cfS)
Vf
(fps)
V
(fps)
PIPE FLOW
TIME — (min)
REMARKS
ft.)
%)
n.)
3?
X3,-7
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m
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20
10
9
8
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7
(a
6
C) .
3
2
5
20.
AVERAGE Vc— OCITIES FOR ESTIMATING TRAVEL TIME FCR OVERLAND FLOW
C = Runoff Coefficient SOIL COnSER✓ATiON SERVICE
TECHNICAL RELEASE NO.55
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ASCADE CULVERT CORP. OCT 12 1987
P.O. BOX 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE 206.435-2181
TELEX: 15-2461
FABRICATOR'S CERTIFICATE OF CONFORMANCE
PROJECT: Valley Medical Center
Tunnel and Sitework
Renton, WA
tl.4IL TO: City of Renton
200 Mill Avenue, S.
Renton, WA 98055
Attn: Charles Price
The galvanized steel spiral corrugated culvert pipe,
connecting bands and gaskets for the above referenced
project will be manufactured in strict accordance with
AASHTO M-36 and M-218.
TYPE: Full circular cross section
with helical (2 2/3" X 1/2")
corrugations and continuous
lockseam.
COATING: Bituminous coating applied in
compliance with APWA and WSDOT
specification 9.05.4(4) and an
additional coat will be applied.
THICKNESS: .057" Minimum/.064" Nominal
DIAMETER: 30", 48" Nominal Inside Diameter
October 8, 1987
Robert Showalter Date
Operations Manager
c
ASCADE CULVERT CORP.
P.O. BOX 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE 206.435.2181
TELEX: 15-2461
FABRICATOR'S CERTIFICATE OF CONFORMANCE
PROJECT: Valley Medical Center
Tunnel and Sitework
Renton. WA
TAIL TO: City of Renton
200 Mill Avenue, S.
Renton, WA 98055
Attn: Charles Price
The galvanized steel spiral corrugated culvert pipe,
connecting bands and gaskets for the above referenced
project will be manufactured in strict accordance with
AASHTO M-36 and M-218.
TYPE: Full circular cross section
with helical (2 2/3" X 1/2")
corrugations and continuous
lockseam.
COATING: Bituminous coating applied in
compliance with APWA and WSDOT
specification 9.05.4(4) and an
additional coat will be applied.
THICKNESS: .057" Minimum/.064" Nominal
DIAMETER: 30". 48" Nominal Inside Diameter
October 8, 1987
Robert Showalter Date
Operations Manager
e
c
ASCADE CULVERT CORP.
P.O. BOX 217, ARLINGTON, WASHINGTON 98223-0217 TELEPHONE 206-435-2181
TELEX: 15-2461
FABRICATOR'S CERTIFICATE OF CONFORMANCE
PROJECT: Valley Medical Center
Tunnel and Sitework
Renton, WA
MAIL TO: City of Renton
200 Mill Avenue, S.
Renton, WA 98055
Attn: Charles Price
The galvanized steel spiral corrugated culvert pipe,
connecting bands and gaskets for the above referenced
project will be manufactured in strict accordance with
AASHTO M-36 and M-218.
TYPE: Full circular cross section
with helical (2 2/3" X 1/211)
corrugations and continuous
lockseam.
COATING: Bituminous coating applied in
compliance with APWA and WSDOT
specification 9.05.4(4) and an
additional coat will be applied.
THICKNESS: .057" Minimum/.064" Nominal
DIAMETER: 30", 48" Nominal Inside Diameter
i
October 8, 1987
Robert Showalter Date
Operations Manager
PLAN REVIEW ROUTING SLIP
DATE: 1 Z- 9
APPLICANT: P,--r- s7 It -
JOB ADDRESS: L( 30 3 ID L a
NATURE OF WORK: T-�� AA LOT .
TO: Comments Due Comments Due
I I ENGINEERING DIVISION I_ I FIRE PREVENTION BUREAU
I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW
I UTILITIES ENG. DIVISION I I ZONING & PARKING
OTHERS S7Q2 AA / Z— I S I I ENERGY CODE
Comments or suggestions regarding this application should be provided in writing.
Please provide comments to the Building Division by 5:00 P.M. on above date.
REVIEWING DEPARTMENT/DIVISION 1 �'>L 1
I I APPROVED ( I APPROVED WITH CONDITIONS
n01{�
--� , I� Y, �=L�� f����.'1 �cn ►Cie'`. ��f1c.'� � j
c�� %mil �� ✓ �
Signature of Director or Authorized Representative
REVIEWING DEPARTMENT/DIVISION
ICI NOT APPROVED
DATE
1
I APPROVED 1 I APPROVED WITH CONDITIONS I I NOT APPROVED
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