HomeMy WebLinkAboutSWP272298(2) FOR DISTRIBUTION TO:
29 Water Utility ® Building Divlslon
Wastewater Utility ® Public Works Constr Inspector
Surface Water Utility l Fire prevention
121 Maintenance SerYlces
r� Transportation Systems
Projecr:
!ucallon: S'
Amched please find copies or:
� 9 PERMIT ® BILLS Or SALE
RECEIPT ® COST DATA INVENTORY
LETTER OF SPECIAL BILLING ® EASEMENT(S)
STUB SERVICE AGREEMENT ® COPY OF AS-BUILT
PRECON NOTES ��^�''i^ C�Or
PRECON ATTENDEES
DRAINAGE REPORT
u MEMO - WATER BREAKDOWN
r'f MAP WITH NEW MAINS AND VALVES
OT1-1ER
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' ELJ U L 1 7 1996
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OUR JOB NO. 5825
JUNE 10, 1996 �Py
Q� 9 23S75 W�
GIs
NA
NAL
Prepared By: r EXPIRES
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WASHINGTON 98032
(206) 251 -6222
m�¢G14ACj��2
sa CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES
TABLE OF CONTENTS
i
I. PROJECT OVERVIEW
H. PRELIMINARY CONDITIONS SUMMARY
III. OFF-SITE ANALYSIS:
A. Upstream Drainage Analysis
B. Downstream Drainage Analysis
IV. RETENTION/DETENTION ANALYSIS AND DESIGN
V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN
VI. SPECIAL REPORTS AND STUDIES:
A. Geotechnical Engineering Study
VII. BASIN AND COMMUNITY PLAN AREAS
VIII. OTHER PERMITS
IX. EROSION/SEDIMENTATION CONTROL DESIGN
X. ADDITIONAL DOCUMENTS
A. Bond Quantity Worksheet
B. Declaration of Covenant
XI. MAINTENANCE AND OPERATION MANUAL
5519.003[DD/cal
I. PROJECT OVERVIEW
This project is located on the south side of South Grady Way, and is approximately 300 feet east of
Hardie Avenue. This project is also part of the Renton Village Shopping Center, and contains
approximately .64 acres of area. Currently, the project is covered almost entirely by asphalt. A
portion of this asphalt is used for parking for the adjacent businesses, and the rest of the asphalt was
used at one time as a drive through for the adjacent bank. (The existing bank is being demolished
by others.) There are also a number of power transformers and telephone vaults located on the site.
Since we are matching the existing grade relatively close, these existing features will remain as is.
The proposal for this project is to remove the existing drive through and asphalt, and construct a
McDonald's restaurant. In doing this, the asphalt area will be decreased and the landscape area will
be increased.
5825.001 [DD/ps]
Page 1 of 2
King County Building and Land Development Division
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
PART 1 PROJECT OWNER AND PART 2 PROJECT • •
PROJECT •
Project Owner Itq 5[�fSA2,pS trpQ j jprj Project Name �r`Tat4 Ul LL"fr-, (-U
Address D 20 N P21VE. Ka Location
Phone 290 ��-970d Township Z3 rJ
Project Engineer ++1 Range 5 E
Company , em4flm6eoe-S Section I3
Address Phone 1$Z15 ?2t Nb 4 f S 4::f �'f Project Size _ • 41+ AC
1 _LZz Upstream Drainage Basin Size AC
• PART , OTHER
Subdivision
= DOF/G HPA 0 Shoreline Management
Short Subdivision 0 COE 404 Rockery
Grading = DOE Dam Safety Structural Vaults
[� Commercial ® FEMA Fioodplain Other
Other COE Wetlands HPA
COMMUNITYPART 5 SITE -
Community (�lef-t� f�1,�1 UW vAi-re
Y
Drainage Basin
PART 6 SITE CHARACTERISTICS
River Floodplain
Stream Wetlands
0 Critical Stream Reach 0 Seeps/Springs
0 Depressions/Swales High Groundwater Table
ED Lake Groundwater Recharge
Steep Slopes Gther
Lakeside/Erosion Hazard
SOILSPART 7
Soil Type Slopes Erosion Potential Erosive Velocities
1'56 Additional Sheets Anatched
t/9p
Page 2 of 2
King County Building and Land Development Division
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
DEVELOPMENTPARTS
REFERENCE LIMITATION/SITE CONSTRAINT
Ch.4-Downstream Analysis
a
0
a -
o _
0
Additional Sheets Attatched
PART 9 ESC REQUIREMENTS
MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION FOLLOWING CONSTRUCTION
0 Sedimentation Facilities ® Stabilize Exposed Surface
Stabilized Construction Entrance 0 Remove and Restore Temporary ESC Facilities
® Perimeter Runoff Control ® Clean and Remove All Silt and Debris
Clearing and Grading Restrictions 117, Ensure Operation of Permanent Facilities
0 Cover Practices 0 Flag Limits of NGPES
Construction Sequence 0 Other
0 Other
IlPART i SURFACE WATER SYSTEM
Grass Lined Channel 0 Tank 0 Infiltration Method of Analysis
Pipe System 0 Vault 0 Depression
Open Channel 0 Energy Dissapator 0 Flow Dispersal Compensation/Mitigation
0 Dry Pond Wetland 0 Waiver of Eliminated Site Storage
0 Wet Pond Stream 0 Regional Detention
Brief Description of System Operation 45(� W{,'(� RuNjppr-r (k3I(� 89-_ CuLlgc-relt) _
_CDC Sf.T�, wt) tBpep (NTb SP4/9— 5)(5-MM AS SST M 6 C0111D)776K).
Facility Related Site Limitations 0 Additional Sheets Attatched
Reference Facility Limitation
(May require special s1ructural review)
0 Drainage Easement
0 Cast in Place Vault 0 Other [$( Access Easement
0 Retaining Wall 0 Native Growth Protection Easement
0 Rockery>4'High 0 Tract
0 Structural on Steep Slope 0 Other
• - • •
Ior a civil engineer under my supervision have visited the site.Actual
site conditions as observed were incorporated into this worksheet and the
attatchments. To the best of my knowledge the information provided
here is accurate.
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122013'07" JOINS PANEL 0979
II. PRELIMINARY CONDrrION SUMMARY
Not applicable.
5825.001 [DD/ps]
III. OFF-SITE DRAINAGE ANALYSIS
The proposed project does not currently received any off-site storm drainage runoff. This is due to
the fact that the site is situated higher in elevation than the existing streets and parking lots, causing
water to be shed away from the site rather than toward it.
There is currently a storm drainage system on site. The majority of the storm drainage runoff that
occurs on site is taken into this system. The rest of the on-site runoff that is not contained within the
on-site system drains to the south and east into the existing storm drainage system for the Renton
Village Shopping Center parking lot.
We are proposing to relocate some of the existing catch basins and storm drainage lines on site.
However, all of the on-site drainage will drain into the same systems as it currently does.
5825.001 [DD/ps]
IV. RETENTION/DETENTION ANALYSIS AND DESIGN
Since this project will provide less asphalt and more landscaping, we are not required to provide any
formal detention system, or water quality facilities.
We have discussed the detention and water quality issues with City of Renton personnel and
determined that they were not needed, since we are decreasing the on-site impervious area.
5825.001 1DD/ps]
V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN
Enclosed are typical calculations necessary for sizing the pipe facilities proposed on this project. The
rational method and Mannings formula were used for the sizing purposes. The conveyance pipes
have been sized to accommodate a 25-year storm occurrence level at a flowing-full condition. The
intent of the pipe system within the parking lot is to convey the stormwater runoff into the existing
pipe system.
5825.001 [DD/ps]
VI. SPECIAL REPORTS AND STUDIES
At this time there are no special reports or studies included in this drainage report.
5825.001 [DD/ps]