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Permit L03-039 - DOAK DARRYL - BOUNDARY LINE ADJUSTMENT
L03 -039 DOAK BOUNDARY LINE ADJUSTMENT BLA S 116TH ST PREPARED BY 20041208002150 Return Address: In consideration of the approval of the City of Tukwila of a building permit relating to real property legally described as follows: Parcel B of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. Tax Parcel No. 073300 -0130 Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 II 20041208002150 DOAK HOMES INC COV 20.00 PAGE001 OF 002 12/08/2004 15:32 KING COUNTY, WA DECLARATION OF COVENANT ASSOCIATED WITH SINGLE FAMILY STORM WATER RETENTION FACILITY 111 11 The undersigned, Grantor herein: Doak Homes, Inc., a Washington. Corporation, as owner covenants and agrees that: 1. The titleholders of the above described property shall assume all responsibility for the cost of any maintenance and for repairs to the roof gutters, storm water conveyance and infiltration facilities existing on the above - described property. 2. Maintenance shall include, but not be limited to:. a. Annual cleaning of roof gutters. b. Removal of sediment & debris from catch basin sump when when any sediment and debris fills vault more the 4 inches in depth or obstructing flow into the connector pipes. c. Repair /replace damaged facilities or blocked pipes. d. Replacement of infiltration sumps when they will no longer dispose of 90% of the roof & driveway runoff. 3. If the City of Tukwila determines that maintenance or repair work is required to be done to the roof gutters, storm water conveyance and/or infiltration facilities existing on the above - described property, the director of the department of public works shall give the owner of the property within which the drainage facility is located, notice of the specific maintenance and/or repair required. The director of the department of public works shall set a reasonable time in which such work is to be completed by the titleholders who were given notice. If the above required maintenance and/or repair is not completed within the time set by the director, the city may z w Ce UO co 0 W = F— U w 2 I d = w Z F..- F— O ZF— w Uc3 C) 0 I-- w W r o w Z U= oF z 'perform the required maintenance and/or repair. Written notice will be sent to the titleholders stating the city's intention to perform such maintenance. Maintenance work will not commence until at least seven days after such notice is mailed. The titleholder shall be responsibe for reimbursement to the city within 30 days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate for liquidated judgements. If legal action ensues, any costs or fees incurred by the county will be borne by the parties responsible for said reimbursements. These covenants are intended to protect the value and desirability of the real property described above, and to benefit all the citizens of the City of Tukwila. They shall run with the land and be binding on all parties having or acquiring interest in the real property as well as their heirs, successors and assigns. They shall inure to the benefit of each present or future successor in interest of said property or any part thereof, or interest therein, and to the benefit of all the citizens of the City of Tukwila. STATE OF WASHINGTON ) COUNTY OF KING )ss On this day personally appeared before me: OW-K._ b Given under my hand and official seal this ,,) "' .(- ; J Doak H Inc. 7 Darryl Doak, Sr., President , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. day of 'z- , 2004. •,i • 7- Y PUB in an for the State of Washington, residing at gA , Commission Expires: o -/L-1 - OS 20041208002149 Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 Title: UTILITY EASEMENT AGREEMENT Reference Numbers: Recording number 20030526900006, Records of King County, Washington. Grantor: DOAK HOMES, INC. Grantee: DOAK HOMES, INC. A Grantors Legal Description: Parcel B and C of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. Grantees Legal Description(s): Parcel A, B and C of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. Parcel A: Tax Parcel No. 073300 -0125 Parcel B: Tax Parcel No. 073300 -0130 Parcel C: Tax Parcel No. 073300 -0131 ISE TAX NOT REQUIRED :ads Division , Deputy UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: Parcel B and C of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, declare, grant and convey to the present and future owners (Grantee) of the land described as follows: Parcel A, B and C of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The Westerly 10.00 feet of Parcel B of Tukwilla Boundary Line Adjustment Number L03- 039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; TOGETHER WITH the westerly 10.00 feet of the Northerly 35.00 feet of Parcel C of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress, egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of the lot serviced by the utility, unless the utility is jointly owned and/or used by both Lot 4 and Lot 5. The maintenance /repair costs for any utility jointly owned and/or used by both Lot 4 and Lot 5 will be divided equally between the owners of Lot 4 and Lot 5. 5. The amount and type of maintenance to be performed on the any utility shall be determined by majority vote of the lot owners using the utility. Each lot shall have one vote regardless of the number of owners owning any lot. The utilities shall at all times be maintained adequately to provide the necessary utility service. 6. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. DOAK HOMES, INC. Owner of Parcel A, B and C by: D Doak, ak, Presider{ STATE OF WASHINGTON ) )ss. COUNTY OF KING I certify that I know or have satisfactory evidence that Darrrll Doak is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the president of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of such party for the uses and purposes therein mentioned in the instrument. Given under my- / d and official seal this k otary Public in an. '. r tate of Washington, residing at 6G hl> . Appointment expires: oZ - I (I —pcS lO day of 2004. iv o s •t p u■ s iny o t E* •*o *E .- 3. UBLIG • May 6, 2004 Mr. Darryl Doak 11812 26 Ave SW Burien, WA 98146 RE: Private Road Easement Agreement Dear Mr. Doak: Brandon J. Mils City of Tukwila Department of Community Development Steve Lancaster, Director Thank you for providing the private road easement agreement for BLA Number L03 -039. The City has made a copy of the agreement for our records. Enclosed you will find the original document. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely Assistant Planner cc. File (L03 -039) 4 Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z Z J CI W 2 . J F.. O.. W � = F- _. z � �— 0. 2 uj O N ,0 H. w W . H 0, u i Z: U o F- Z DOAK HOMES, INC. 11812 26 Ave. SW Burien, WA 98146 Title: PRIVATE ROAD EASEMENT AGREEMENT Reference Numbers: Grantor: DOAK HOMES, INC. Grantee: DOAK HOMES, INC. 20040503 zs ' �' w col'. p eVELUr.•._ Legal Description: Lot 26, 27 and the West half of Lot 28 of Bennett's Interurban Tracts Unrecorded. Tax Parcel Numbers: 0733000125, 0733000130, 0733000131 Private Road Easement Agreement Page 1 of 6 z 0 O! w 0. U) W W =: WW O; LL Q a. I-0 Z �- 0. • 0 � W 2 W. L L P: u.i z C.) co O I •z PRIVATE ROAD EASEMENT AGREEMENT KNOWN ALL MEN BY THESE PRESENTS that the undersigned, is the owner in fee simple ( "Grantor" herein), of the real properties described as follow: PARCEL A The North 65.50 feet of that portion of Section 10, Township 23 North, Range 4 East, W.M., described as follows: Beginning at the Northwest corner of said Section 10; Thence South 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company on August 7, 1913; Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10; Thence South, along said line, 80 feet to the South line of the P.H. Western Road (S.116th Street) and the True Point of Beginning of the tract herein described; Thence East, along said road, 60 feet to a point hereinafter designated as Point "A "; Thence continuing East along said road, 60 feet; Thence South 00 °04' 11" East to the South line of the 3.75 acre Tract Deed by Henry C. Valentine and wife to James M. Mitchell on December 29, 1868; Thence South 89 °53'47" West along said South line 60 feet to a point South 00°04'11" East 249.13 feet from point "A ", which point is hereinafter designated as Point `B "; Thence continuing along said South line 21.87 feet to the East line of the Puget Sound Electric Railway right of way; Thence Northerly along said right of way, 284.03 feet to the South line of said P.H. Western Road (S.116th Street); Thence East along same 95.79 feet to the True Point of Beginning; EXCEPT that portion thereof lying Easterly of a line drawn from said Point "A" to said Point `B "; and, PARCEL B That portion of Section 10, Township 23 North, Range 4 East, W.M., described as follows: Beginning at the Northwest corner of said Section 10; Thence South 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company on August 7, 1913; Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10; Thence South, along said line, 80 feet to the South line of the P.H. Western Road (S.116th Street) and the True Point of Beginning of the tract herein described; Thence East, along said road, 60 feet to a point hereinafter designated as Point "A "; Thence continuing East along said road, 60 feet; Thence South 00 °04' 11" East to the South line of the 3.75 acre Tract Deed by Henry C. Valentine and wife to James M. Mitchell on December 29, 1868; Private Road Easement Agreement Page 2 of 6 Thence South 89 °53'47" West along said South line 60 feet to a point South 00°04'11" East 249.13 feet from point "A ", which point is hereinafter designated as Point `B "; Thence continuing along said South line 21.87 feet to the East line of the Puget Sound Electric Railway right of way; z Thence Northerly along said right of way, 284.03 feet to the South line of said P.H. z Western Road (S.116th Street); W Thence East along same 95.79 feet to the True Point of Beginning; 6= 00 EXCEPT that portion thereof lying Easterly of a line drawn from said Point "A" to said co W Point "B "; F EXCEPT the North 65.50 feet thereof; w 0 ga EXCEPT that portion lying Southerly of the following described line: Beginning at the Northwest corner of said Section 10, Township 23 North, Range 4 East, = d W.M.; Z w 1 Thence South 1168.66 feet to a stone monument set as the initial point of land released by 1- O Ada H. Bennett to the Duwamish Investment Company on August 7, 1913; w I-- Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10; D ' Thence South, along said line, 80 feet to the South line of the P.H. Western Road (S. 116th v0 w Street); o'- Thence East, along the South line of said road, 60 feet to a point hereinbefore designated as = w Point "A "; 1- 0 Thence South 00°04'11" East, 129.68 feet to the True Point of Beginning of this line Z description; l w Thence N90 °00'00 "W, 22.00 feet; 0 0 Thence S76 °53'02 "W, 68.97 feet to the East line of the Puget Sound Electric Railway right z of way and the termination of this line description; and, PARCEL C That portion of Section 10, Township 23 North, Range 4 East, W.M., described as follows: Beginning at the Northwest corner of said Section 10; Thence South 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company on August 7, 1913; Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10; Thence South, along said line, 80 feet to the South line of the P.H. Western Road (S.116th Street) and the True Point of Beginning of the tract herein described; Thence East, along said road, 60 feet to a point hereinafter designated as Point "A "; Thence continuing East along said road, 60 feet; Thence South 00°04'11" East to the South line of the 3.75 acre Tract Deed by Henry C. Valentine and wife to James M. Mitchell on December 29, 1868; Private Road Easement Agreement Page 3 of 6 Thence South 89 °53'47" West along said South line 60 feet to a point South 00 °04' 11" East 249.13 feet from point "A ", which point is hereinafter designated as Point `B "; Thence continuing along said South line 21.87 feet to the East line of the Puget Sound Electric Railway right of way; Thence Northerly along said right of way, 284.03 feet to the South line of said P.H. Western Road (S.116th Street); Thence East along same 95.79 feet to the True Point of Beginning; EXCEPT that portion thereof lying Easterly of a line drawn from said Point "A" to said Point `B "; EXCEPT that portion lying Northerly of the following described line: Beginning at the Northwest corner of said Section 10, Township 23 North, Range 4 East, W.M.; Thence South 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company on August 7, 1913; Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10; Thence South, along said line, 80 feet to the South line of the P.H. Western Road (S. 116th Street); Thence East, along the South line of said road, 60 feet to a point hereinbefore designated as Point "A"; Thence South 00°04'11" East, 129.68 feet to the True Point of Beginning of this line description; Thence N90 °00'00 "W, 22.00 feet; Thence S76 °53'02 "W, 68.97 feet to the East line of the Puget Sound Electric Railway right of way and the termination of this line description; WHEREAS, Grantor intends to create a joint access, utility and drainage facilities within a private easement to service the three parcels described hereinabove, and WHEREAS Grantor intends that each of the three parcels described hereinabove shall be responsible for a proportional share of the maintenance of the roadway, utility and drainage facilities constructed within said private easement. NOW THEREFORE, Grantor hereby declares, grants and conveys to the hereinabove described Parcels A, B and C, a private road easement over, under, across and through the real property described as follows: The East 22.00 feet of the North 129.68 feet of that portion of Section 10, Township 23 North, Range 4 East, W.M., described as follows: Beginning at the Northwest corner of said Section 10; Thence South 1168.66 feet to a stone monument set as the initial point of land released by Private Road Easement Agreement Page 4 of 6 Ada H. Bennett to the Duwamish Investment Company on August 7, 1913; Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10; Thence South, along said line, 80 feet to the South line of the P.H. Western Road (S.116th Street) and the True Point of Beginning of the tract herein described; Thence East, along said road, 60 feet to a point designated as Point "A "; Thence South 00°04'11" East to the South line of the 3.75 acre Tract Deed by Henry C. Valentine and wife to James M. Mitchell on December 29, 1868; Thence South 89 °53'47" West along said South line 21.87 feet to the East line of the Puget Sound Electric Railway right of way; Thence Northerly along said right of way, 284.03 feet to the South line of said P.H. Western Road (S.116th Street); Thence East along same 95.79 feet to the True Point of Beginning; Situate in the County of King, State of Washington. Parcel A, Parcel B and Parcel C described hereinabove shall each pay a proportional share of the maintenance costs of the roadway, utility and drainage facilities constructed within said private easements subject to the following reservations and conditions: 1. Maintenance costs of the roadway, utility and drainage facilities constructed within said easement shall be borne equally by all parties taking legal access therefrom, their heirs, successors or assigns, and such costs shall be divided equally between the fee simple owners of all parcels of land that are taking legal access therefrom. 2. The amount and type of maintenance to be performed on the private roadway, utility and drainage facilities shall be determined by majority vote of the lot owners taking legal access therefrom. Each lot shall have one vote regardless of the number of owners owning any lot. The roadway shall at all times be maintained with a smooth asphalt driving surface unless otherwise agreed in writing by Grantor. 3. For the purpose of maintaining the road within said easement, each fee simple owner taking legal access therefrom shall be assessed a proportional amount of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said owner(s) may bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. Private Road Easement Agreement Page 5 of 6 z ; j- z cc 111 00 co o J = U) a_ w 2 ▪ ? • a = I- w _ z � I- 0 zF- LU • 0 0 . O l— w w tL w z co 0 z 4. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. DOAK HOMES, INC. 11€1 gav › L/2, Y by: Darryl Doak, Sr. it's President STATE OF WASHINGTON ) )ss. COUNTY OF King ) I certify that I know or have satisfactory evidence that Darryl Doak, Sr. is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the president of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of such party for the uses and purposes therein mentioned in the instrument. Given under ' and official seal this b' . day of 04( L , 2004. �, ? '4/ � 4 g1p N C4-.0 �/ .' : s‘OTARy ;, .. 4 s , ` • . fi lic in or e State of Washington, residing at t N L ('X) Appointment expires: ,g-1c.1 Private Road Easement Agreement Page 6 of 6 !� : • March 26, 2004 Tim Schriever Alliant Engineering and Land Surveying PO Box 2596 Woodinville, WA 98072 -2596 Brandon J. Mile Assistant Planner cc. File (L03 -039) City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Notice of Decision Dear Mr. Schriever: Thank you for responding to the comments in the February 17, 2004 comment letter. Staff has reviewed the application and approval of the Boundary Line Adjustment is granted with the following condition(s): 1. The residence built upon Lot "C" must be within 150 feet of South 116` Street. Prior to submitting the final mylar, this line must be added to the face of the plat. 2. The shared maintenance agreement for the access road must be signed and recorded with King County Department of Records. Staff has highlighted an apparent typo on the agreement 3. On the cover sheet change the word dedication to declaration. Your next step is to address these comments and submit a mylar, which will be reviewed and signed by the appropriate City Departments. If you have any que tions, you can call me at (206) 431 -3684 or email me at bmiles u,ci.tukwila.wa.us. Si 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ALLIANT ENGINEERING I& LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 Brandon Miles City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Dear Mr. Miles, Tim Schriever, PE, PLS (425) 485 -1083 RE: Doak Homes — BLA No. L03 -039 The following documents are attached for your review: 1. Revised BLA recording documents (3 copies) 2. Response letter to Don Tomaso, Fire Marshall 3. Response letter to Dave McPherson, Public Works 4. Private Road Easement as a separate document March 5, 2003�J,4R co DEV � The BLA document & response letters have also been delivered directly to Don Tomaso and Dave McPherson. If you need addition information or clarification, please contact me at 425 -485- 1083 or email at schriever @msn.com. 1 , xt,44..a*.w'Jd1Yy.kZeuu:ra;:.Mx�.rm• x'n Z iF— Z W 6 J0' O 0: N 0 W = w U- ¢ = o: w Z �. O . Z 2 U 0 fn ;0 w LL i z O z • February 17, 2004 Darryl Doak Doak Homes 11812 26 Ave SW Burien, WA 98146 RE: BLA L03 -039 Dear Mr. Doak: City of Tukwila Department of Community Development Steve Lancaster, Director The resubmittal of your BLA application has been reviewed by City Departments and revisions to the plans still need to be made. As was noted in the first submittal, access roads and driveways in excess of 150 feet to the structure shall have an approved Fire Department turnaround. The Fire Department reviewed the second submittal and had the following comment: "Fire Department access roads shall be required when any portion of an exterior wall of the first story is located more than 150 feet from Fire Department vehicle access. All dead end Fire Department access roads in excess of 150 feet shall be provided with approved provisions for the turning around of Fire Department apparatus. Residence C is more than 150 feet from the street and needs a turn around" You will also find Public Works Comments attached with this letter. These comments can be addressed now or prior to submittal of the final mylar. Your next step is to revise the BLA map showing the location of a fire turnaround. Enclosed you will find a handout regarding City design guidelines for fire turnarounds. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sin ely, Brandon J. Miles Assistant Planner cc. L03 -039 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 0, Steven M. Mullet, Mayor ALLIAM ENGINEEReiIG & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 Brandon Miles City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Dear Mr. Miles, (425) 485 -1083 RE: Doak Homes — BLA No. L03 -039 December 3, 2003 RECEIVED DEC 0 5 2003 COMMUNITY DEVELOPMENT Attached are 4 copies of the revised BLA recording documents and BLA development plans and 1 copy of the plans reduces to letter size. In response to your letter dated August 8, 2003, the following are comments with the numbering generally matching your. letter: Planning 1. The private road has been moved to the east side of the lot per your preference. 2. The setback information has been revised as requested. 3. The side sewer easement is for the benefit of all parcels in the BLA. A note has been added to the map page and easement description and maintenance agreement added to page 2. 4. Revised as requested. 5. Revised as requested. 6. Revised as requested, see page 2. 7. Revised as requested. 8. The lot widths have been moved from the mapped lots to a table on sheet 3. 9. The net and gross lot areas on shown on the mapped lots. 10. Darrell Doak will provide the Water & Sewer letter under separate cover. 11. The maintenance agreement is shown on page 2 of 3. 12. Vicinity Map is shown on page 1 of 3. 13. I added a restriction on page 1 of 3 to require an address post be installed with the building permits. 1 Public Works BLA: 1. Water Certificate to be provided by Darrell Doak under separate cover. 2. Sewer Certificate to be provided by Darrell Doak under separate cover. 3. The private road has been relocated on the east side of the lot, so the maximum distance between the nearest fire hydrant and furthest house is 203 feet. 4. The final easement and maintenance agreement for the private road and side sewers are shown graphically on page 3 and in text on page 2 of the BLA. They will be recorded and become binding when the BLA is recorded. The private road easement is 22 feet wide. The side sewer easement width varies due to the property line curve and stub -out location, but is not less than 10 feet wide. 5. The BLA has been revised as requested. 6. The net and gross lot areas on shown on the mapped lots (no sample was enclosed). Public Works Site Development Plan: 1. A note requiring underground utilities has been place on page 1 of the BLA and page 2 of the development plans. 2. The private road has been located on the east side of the lot, so the maximum distance between the nearest fire hydrant and furthest house is 203 feet. 3. The curb cut and private driveway is to be installed for the BLA. The residence building permits will be separate form this application. Fire Department: 1. The private road has been located on the east side of the lot, so the maximum distance between the nearest fire hydrant and furthest house is 203 feet. 2. The private road from the centerline of S. 116 St. to the end is 149.66 feet long. 3. I have not received any fire department comments at this time. If you need addition information or clarification, please contact me at 425- 485 -1083 or email at Schriever @msn.com. Sincerely, Tim Schriever, PE, PLS August 22, 2003 Darryl Doak Doak Homes 11812 26 Ave SW Burien, WA 98146 Dear Mr. Doak: Sincerely, don J. Miles Assistant Planner cc. File (L03 -039) City oj'Tukwila Department of Community Development Steve Lancaster, Director As I noted in the August 8, 2003 letter, the Fire Department had not provided corrunents. The Fire Department has provided the following comments regarding the proposed Boundary Line Adjustment. 1. A Fire hydrant shall be located within 250 feet of all structures or fire sprinklers shall be installed. 2. Access Roads and driveways in excess of 150 feet to the structure shall have an approved Fire Department turnaround. Should you have any comments, please feel free to call me at (206) 431 -3684 or email me at bmiles(cr�,ci. tukwila. wa.us. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 August 8, 2003 Darryl Doak Doak Homes 11812 26 Ave SW Burien, WA 98146 Dear Mr. Doak: Planning Department Public Works Department Fire Department City of Tukwila Your application for a boundary line adjustment for three lots located at 3805 S. 116` Street has been reviewed by the City. Based upon this review more information is needed and changes need to be made to the plans submitted to the City. The project review team for you application will be composed of the following staff members. Please feel free to call them at any time if you have any questions about this project. Planning 1. The property is currently located next to the Interurban Trail. The proposed access road for the three lots is abutting next to the trail. Could the trail be located on the other side of the lots? It appears that if the road were located here the length of the road would be smaller. In reviewing the site development plan the proposed houses on lots A and B could easily be turned 180 degrees. 2. Both the BLA map and the site development map show a setback from the access easement. The houses do not need to meet any setback requirements from the access easements, only from the property lines. 3. On the west side of the property line there is a 10 foot drainage and utility easement. Who does this easement serve? Is this new or being proposed? 4. All of the proposed easements on the property should be labeled as "private ". 5. Lot B has two rear setbacks, the north property line should have a side setback. 6. The legal description for all new easements on the property needs to be provided. 7. Please add the City of Tukwila filing number as L03 -039. 8. Show the average lot width for each lot. 9. What is the lot area for lots A and B, not including the access easement? Please note since the access easement on lot A serves more than two lots, the easement area cannot be included in the total lot area for lot A. 10. A Certificate of Water availability needs to be provided by Water District Number 125. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Department of Community Development Steve Lancaster, Director Brandon Miles Dave McPherson Don Tomaso (206) 431 -3684 (206) 431 -1650 (206) 515 -4404 Steven M. Mullet, Mayor v3•44.17M .s r -ter- 0,= . 11. Provide copies .of private ingress and egress, utilities, and maintenance agreements for review by Planning and Public Works. 12. Provide a vicinity map of the project's location on the BLA map. 13. When the BLA is approved an address post will need to be placed at the end of the private access road. This post should clearly list the addresses of Lots B and C and be visible from S 116` Street. • z w . 6 JU O 0 N 0 W z' J 4 ID u_ w O gQ . a . z � ►- z t- 0 • 0 O �: O I- I uj O Public Works Please see the attached comments sheet. Fire Department At the time this letter was written Fire Department comments were not available. They will be mailed to you as soon as they become available. Your next step is to make the necessary revisions to the BLA map, site development map, and provide any necessary documentation. Should you have any comments, please feel free to call me at (206) 431 -3684 or email me at bmiles ci.tulcwila.w..us. Sin don J. Miles Assistant Planner cc. File (L03 -039) x,r.::r;:.w;4wuxai�v3iee t - :',"1I U 2 0 k 400 of z trat* ;51 July 18, 2003 Mr. Darryl Doak 11812 26 Ave SW Burien, WA 98146 RE: BLA Application Dear Mr. Doak: City of Tukwila Department of Community Development Steve Lancaster, Director The Chain of Title submitted to the City only goes back to the 1980s in ownership information. As noted, in the June 30, 2003 letter these lots have never been recorded with King County. In order, to show that these lots were created legally, the Chain of Title must extend past the year 1933. Prior to 1933, divisions of land were not required to be recorded with County government. If it cannot be confirmed that these lots were created legally it will be necessary to do a short-plat instead of a Boundary Line Adjustment. Application fee for the Boundary Line Adjustment could be transferred to the Short Plat Application. If you have any questions, you can call me at (206) 431 -3684 or email me at bmiles@ci.tukwila.wa.us Br don J. Iles Assistant Planner cc. File L03 -039 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 20030307002575 COUNTY OF KING at request of Escrow First Services STATE OF WASHINGTON STATUTORY wARRANTY DEED ,GRA iOA , Lee . Marsh, and Virginia L. Marsh, f'{usband and Wife, for and in consideration of TEN DOI;LARS AND, OTHER GOOD AND VALUABLE CONS ERATION in hand paid, conveys and warranty '••••, • Doak Homes, Inc, a'Washington ;corporation, the following described real estate, situated in the CauntyoV /10 a ' r ` State of Washin on Lee E Marsh Pruited N..► Minh'•Khue T Dang Notary Public in and for the State of Washington Residing at Newcastle My appointment expires 2/1/2005 On this day of A03 before me, the undersigned, a notary public in and for the state of Washington, duly commissioned and sworn, personally appeared Lee E. Marsh and Virginia L. Marsh known to me to be the individual( descnbed in and who executed the within instrument and acknowledged that (he/he/they) signed and sealed the same as (larslker /their) free and voluntary act and deed, for the uses and purposes h- in mentioned By By 1943754 Order # 2 1 0 PAGE 0 0 1 OF 3 8D 21 00 KING COUNTY, WA Abbreviated Legal Description' Lots 26, 27, 28 and' 29''BENNETT'S INTERURBA TRACTS, unrecorded. See attached Exhibit "A" for full Legal Description Recorded at the request of FIDELITY NATTOINIAL, TI I LE g Subject to Easements, Restrictions, and Reservations of Record in addition to any othe exceptions set forth on Attached Exhibit "B" More generally described as address 3805 South 116th Street; Tukwila, A 98178 TAX PARCEL ID NO 07300-0130-07 Dated this 6 day of 4/L. , 200,,,E p. Virgi•i: Marsh d. RECEIVED CITY OF TUKWILA J U L 0 7 2003 PERMIT CENTER z w O! 000 U) Co w 2 I CI w Z = t— 0 Z ~ Lu C;) O • N • I-- w t— -. ui z / f XHIBZT "A" f • °., ;: That.,.portion of Secti'ioi 6,``•` Town //-- ship 23 Noi Range 4 East, W M ,described as follows " "" r .,.,,,, '} ' $egann.ng at the Northwest co o Section 10; ?TIENCE, 1168 66 feet to a stoiie,,,,tonument set as the initial point of 3:a by Ada H Bennett to the Duwamish Investment Co pany on ., August ;t`7 y �` 1 0'1`x' p...,, :,, :::.•, THENCE Easei.1412 „86 ,feet to a line between Government Lots 5 and 6 of said Se 't�.on 0 '_ f: THENCE South, alongisaid'line, 80 feet to the South line of the P H Western Road arid ; €he.., . true o it 'a.f...beginning of the Tract herein described, THENCE East along said °" roa , i'6a' fee.t,.t "i' . 'a,point hereinafter desi ated. as Point "A", __ r , THENCE continuing East along sa 4i.c4 ,„ - •••;:_• THENCE South 00 7" East 2 '£eft =' "to t he ; : south line of th 3 75 acre tract Deed by Henry C Valentine wife to M. Mitche 1 on December 29, 1868, ?' THENCE South 89°53'46 6" West along said Soith! line feet to a •oint South 00 °04'10 7" East 249.13 feet from Point "AkJwhich point is hereinafter designated as Point "B ", THENCE continuing along said South line 21.87 feet to the East li e of the Puget Sound Electric Railway right of way; THENCE Northerly along said right of way, 284 22 feet to the Sout line of said P.H. Western Road• THENCE East along same 95.79 feet to the true point of beginning, (ALSO KNOWN x.S Lots 26, 27, 28 and 29, BENNETT'S INTERURBAN TRACT unrecorded); Situate in the County of Xing, State of Washington. •t EXCEPT that portion thereof lying Easterly of a line drawn from s -id Point "A" to said Point "B". W 6 O 0 co U) W W = � _ u_ W O '; u. Q co = d � W I Z �. F- 0 ' Z 2 UO O - O I- W O i . z U =: O ~' z / EXHIBIT "B" ISCLOSED/ surance Company FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO • Mutual Mortgage & Escrow Co. g al Name • Address . ' City. state, Zip Escrow N CA 23655 Pacific Hwy. South Kent, WA. 98032 No. 8454 THEORANTOR ROGER L. OLSBY AND SHIRLEY M. OLSBY, husband and wife for and inconsideration of TEN DOLLARS ( $ 10.00) and other valuable consideration in hand paid, conveys and warmnuto LEE E. MARSH ANT) VIRGINIA L. MARSH, husband and wife the following described real estate, situated in the County of KING , State of Washington: LEGAL DESCRIPTION HEREBY ATTACHED AND THEREFORE MADE A PART HEREOF: Dat.• ar h 31 , Ro t:r T.. Olsby STATE OF WASHINGTC COUNTY OF K intt On this day personally appeared before me Roger L. Olshv and Shirley M. Olsby to me known to be the Individual described In and who exec-sited the within and foregoing Instrument and acknowledged that they signed the ume u �h m act and deed, for the taus and purpoaC� f!i mentioned. d. •t, • , ' GIVEN ,finder 'tnb `habd and . cW seal this 1 dray of • . ' 19_8/ 1 S R. s / oury 4 •s n • the ante of'Huhington, realdingat S4aI:tt.o P. 9235 R. I I/1“ r da. to iIECErrty 113 OAY Jut. 30 9 ii 13Y Tile i Wit.', ^I! OF REC( MIS r ! i . I,.ItS KING co. .N I •f ,19 R" Inc., r,:ir� +10:7 Statutory Warranty Deed STATE OF WASHINGTON F:cr(.7 ?.i Shirley M. Olsby • 97/07/30 RECD F CASHEL KING COUNTY • • EXCISE TAX PAID JUL 3 0 '7 951957 Notary Public In and for the State of Washington, residing at THIS SPACE PROVIDED FOR RECORDER'S USE: IF030 6.00 COUNTY OF On this day of 19 before me, the undersigned, a Notary Public in and fcr the State of Wa.dt. Ington, duly commissioned and sworn, personally appeared and to me known to be the President and Secretary, respectively, of • the corporation that executed the forcgoing Instrument, and acknowledged the ukt irt• strument to be the free and voluntary ad and deed of said corporation, for the cues and purposes therein mentioned, and on oath stated that • authorised to see. cute the said InstntmeM and that the seal affixed Is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above writ- ten. ' 17 NT017712/328 ' ? ••*•••• •••■■• • That portion of Section 10, Township 23 North, Range 4 East, W.M., -: as follows: Beginning at the Northwest corner of said ...Section 10, thence South 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish • Investment Company on August 7, 1913; thence East 1312.86 feet to a line between Government Lots S and 6 of said Section 10, thence South, along said line, 80 feet to the South line of the P.H. Western Road and the true point of beginning of the tract herein described; thence East, along said road, 60 feet to a point hereinafter designated as Point "A", thence continuing East along said road 60 feet, thence South 00 East 249.03 feet to the South line of the 3.75 Acre Tract Deed by Henry C. Valentine and wife to James M. Mitchell on December 29, 1868; thence South 89 West along said South line 60 feet to a point South 00 East 249.13 feet from point "A", which point is hereinafter designated as Point "B", thence continuing along. said South line 21.87 feet to the East line of the Puget Sound Electric Railway right of way; thence Northerly along said right of way, 284.22 feet to the South line of said P.H. Western Road; thence East along same 95.79 feet to the true point of beginning; (ALSO KNOWN as Lots 26, 27, 28 and 29 of Bennett's Interurban Tracts, unrecorded): .Situate in the County of King, State of Washington. EXCEPT that portion thereof lying easterly of a line drawn from said Point "A" to said Point "B" • 20020102000946 TEMPORARY CONSTRUCTION EASEMENT THIS AGREEMENT made this /0 day of -. 1FCCm vk , 20 . b between Lee E. Marsh, Virginia L. Marsh 2079 SE 8 112 Renton, WA 98055 hereinafter called the GRANTOR, and VAL VUE SEWER DISTRICT, King County, Washington, a Municipal Corporation, hereinafter called the GRANTEE W ITNESSETH; WHEREAS the GRANTOR represents and warrants that he /she is the owner of that certain parcel of land described as follows Tax Lot No 734060 0130 That portion of Section 10, Township 23 North, Range 4 East, W.M , described as follows Beginning at the Northwest corner of said Section 10, Thence south 1168.66 feet to a stone monument set as the initial point of land released by Ada H Bennett to the Duwamish Investment company on August 7, 1913, Thence East 1312 86 feet to a line between Government Lots 5 and 6 of stud Section 10, . Thence South, along said line, 80 feet to the South line of the P.H Western Road and the ui -true point of beginning of the tract herein described, o Thence East, along said road, 60 feet to a point hereinafter designated as Point "A ", Thence continuing East along said road 60 feet; o Thence South 00'04'10 7" East 249 03 feet to the South lint of the 3 75 Acre Tract Deed by Henry C. Valentine and wife to James M Mitchell on December 29, 1868, o Thence South 89'53'46 6" West along said South line 60 feet to a point South O 00'04'107" East 249 13 feet from point "A ", which point is hereinafter designated as Point "13 ", c Thence continuing along said South Iine 21 87 feet to the East line of the Puget Sound Electric Railway right of way, Thence Northerly along said nght of way, 284 22 feet to the South Iineof said P H and, Western Road, Thence East along same 95 79 feet to the true point of beginning, (ALSO KNOWN AS Lots 26, 27, 28 and 29 ofBennett's Interurban Tracts, unrecorded) Situate in the County of King, State of Washtngton EXCEPT that portion thereof lying easterly of a line drawn from said Point "A" to said Point 13" Hereinafter referred to as parcel A WHEREAS, the GRANTEE rs about to perform certain improvement work on "DUWAMISH AREA IMPROVEMENTS" NOW, THEREFORE, in consideratton of one dollar ($1 00) and other valuable considerations, the GRANTOR hereby grants to the GRANTEE, its successors and assigns by this Temporary Easement, the right to locate equipment and to work on the following described land for the purpose of carrying on said construction activities consistent with the purposes of the project Immediately after the completion of the construction GRANTEES shall restore the premises as near as may be to Its condition immediately before such construction or entry DESCRIPTION; All that portion of Parcel "A" affected by the easement described in and shown in attachment "A" This agreement shall remain in existence until such time as the GRANTEE will have fully carried out the anginal construction necessary to complete the project ` - Z ;I- W QQ � JU U O • co W = WO ILQ er = W Z � O Z I— W 2 p U In CS- I- W _ LL H Z w U 2 O~ Z 1/.001,0611 00MonlEasonesublIOdEV NO I .pd IN warrEss WHEREOF, said GRANTOR(S) has (have) hereunto set their this day of , 2001 STATE OF WASHINGTON ) ss COUNTY OF KING ) On this day ersonally appeared_ ,befote ttle Lee A / rs 1 7 4- V bp oil / to me known to be the individual(s) described in and signed the same as 'he.- free and voluntary act and deed, for the uses and purposes therein mentioned 1 GIVEN under my hand and official seal this day of cembe 20 0 OT "f PUBLI in and for the State of Washington, residing at A rn (Th • • • ••• ■• ■•440:•,,t1e1,4_,...tf •.• • h ••• , • • • ATTACHMENT "A" Utility Easement No 8 (Rev No I) That portion of the Southeast quarter of the Northwest quarter of Section 10, Township 23 North, Range 4 East, W M described as follows: The south 20 00 feet of Tract 27, Bennett's Interurban Tracts according to the Unrecorded Plat thereof, lying northeast of the northeasterly margin of Puget Sound Power & Light Company right-of-way Together with the south 20 00 feet of the west half of Tract 28 of said Unrecorded Plat All as shown on attached "Exhibit Map B" which by this reference is made a part hereof. Containing 0.01 acres more or less • VCCRO0111 00 13 °REV upd 1 anowasmoramirgieli":6*. : z 1 ._ .6. re 2 w = • - 0: O 0: ..• W U1 - 1..-• u i co a: 1- a z LU ui: :2 D: :0 : u j 2 0 ' L I a Z' CU 0 O • 1- z C7 N . SI 01 15 "EXHIBIT MAP B" - UTILITY EASEMENT FOR VAL VUE SEWER DIST. EASEMENT NO. 8 (REV. #1) POR OF N W 1/4, SECTION 10, TWP 23N , R 4E, W M t C ii 71 RAC BENNE� RURBAN TR. 03 _ . C_�•'�'� TR. 04\ 0570 LEGEND SCALE r too' \TR 28 PROPERTY UNE EASEMENT UNE CENTERLINE RIGHT OF WAY LINE PLAT TRACT LINES U 0025 EASEM NO Bi \ TR 07__.... -- � I TR. 08 OO S I 7R. 09 \ \ \ TR 10 RIVERSIDE IN TERURBA \ TRACTS \ TRACT 15 0,\ wriu\vnU TS L lV 30 ITR TR 27 NREC. S. 116TH � TR. 2 2 BENN U , T 35 20 00' (121 0155 0 5h 1 f�l BA CI I', Engineering Flonning Surveying Penhallegon Associates Consulting Engineers, Inc Teo etb aT s nQRa.AND. WA gaose (420) 527 -2014 0111EXHB dwg .DATE 11/27/01 JOB NO 00111 00 , Document 1 ttle(s) (or transactions contained therein) I Easement for Sewer Construction Duwamish Area 2 3 4 Reference Number(s) of Documents assigned or released (on page__ of document(s)) C,rantor(s) (I ast name first, then first name and mutat%) I Marsh, Lee E 2 . Marsh, Virginia L . 3 4 5 Additional names on page_ ofdoLument Grantee(i) (last name first, then first name and initials) 1 • Val Vue Sewer District 5 Additional names on page _ or document Legal I)eticriptitm (abbreviated t e lot, hlocl., *tor scow township. range) Lots 26, 27, 28, & 29 Bennett's Interurban:Tracts Additional legal is on pages 2 of document Assessors's Property Tax ParcellAccount Number Tax Lot # 734060 - 0130 Assessor I ax Number not yet assigned a' a N C:31 Recording Requested By and When Recorded Mad To: Val Vue. Sewei District P() flux 69550 Seattle, WA 98168 -9550 i 1 01 II 1 l it II I Ii I s'1 I II ! i ! !I ie II ► I� � 111.1 I li a ! lIt! III I I IjI II I� I Ili �I �I ! jl II � Ii h 19 i 11 20@ j .�I I'VAt. V 2@ 102 0 1 i , 2/2002 r 006 2 @a 1 COUNTY, , WA �i y z W lY 00 0 : W in u. co Q. — c5 1-_ ? F- 0 Z F- LU in U 0 O w Li ' z Fii U =, O Z June 30, 2003 Mr. Daryl Doak 11812 26 Ave SW Burien, WA 98146 RE: Notice of complete application; Boundary Line Adjustment L03 -039 Dear Mr. Doak: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The Department of Community Development received your Conditional use application on June 26, 2003 for a BLA of parcels #073300 - 125, #073300 -130, and #073300 -131. Based upon a review of your application for submittal requirements for a Boundary Line Adjustment, you application is deemed complete as of June 30, 2003. The application has been routed to other City Departments for their review and approval. I will be in contact with you soon to discuss the project. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any ques 'ors, yo . can call me at (206) 431 -1684 or email me at bmiles@ci.tukwila.wa.us. Bran on J. Miles Assistant Planner cc. File (L03 -039) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 'ALLIANT ENGINEERING j& LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 (425) 485.1083 TECHNICAL INFORMATION REPORT DOAK'S S. 116 ST. BLA City of Tukwila File No. Applicant: Doak Homes, Inc. 11812 26th Ave. SW Burien, WA 98146 (206) 246 -6587 Prepared by: T. L. Schriever, PE (425) 485 -1083 AELS Project No. 03003 June 17, 2003 EXPIRES 10/4/03 I AECEIVED erre OP TUKWILA JUN 2 6 2003 PERMIT CENTER '� _ _ • v. a.y: t K ;...;� i ..� .',;,;�,s:..:-�,�', �.,4 .s.4 jmnr, t.-...w ,.o- �,w;,�.,.,.«- a.A:;•wn,:w a: R:•• vial.ih.�:avwT%�ittt`:t::+.4ta5 tYtG tC�{'dx'n�.'.�11M. ulti: { ✓a Doak Homes, Inc. S. 116 St . June 17, 2003 III OFF -SITE ANALYSIS Up -Stream Drainage On -Site Drainage Down -Stream Drainage Down -Stream Analysis Offsite Analysis Drainage System Table FIGURES Vicinity Map Site Plan TABLE OF CONTENTS APPENDIX Conveyance Facility Calculations Downstream Storm Drain As -Built Plans I PROJECT OVERVIEW 1 Existing Site Conditions Proposed Site Conditions z On -site Soil Investigations =1 -: TER Worksheet W 2 CONDITIONS AND REQUIREMENTS SUMMARY 6 o o Core and Special Requirements ° • LLI J 8 cn u- w - co d = W z �. IV FLOW CONTROL AND WATER QUALITY ANALYSIS AND DESIGN 11 z o Existing Site Hydrology ? o Developed Site Hydrology U N . Retention/Detention System o 1- W V CONVEYANCE SYSTEM ANALYSIS AND DESIGN 13 o - . VI SPECIAL REPORTS AND STUDIES 14 v N: VII OTHER PERMITS 15 z VIII EROSION /SEDIMENTATION CONTROL ANALYSIS 16 IX BOND QUANTI 11ES WORKSHEET, RETENTION/ 17 DETENTION FACILITY SUMMARY SHEET AND SKETCH X DRAINAGE SYSTEM MAINTENANCE AND OPERATION A B 27 33 36 ii • I. PROJECT OVERVIEW The proposed development includes three residential building lots on 24,080 sq. ft. and is located within the NW 1/4 of Sec. 10, T23N, R4E, W.M., in the City of Tukwila, King County, Washington. See Figure 1 for Vicinity Map. Storm water from the subject site generally flows into the on -site soils by infiltration. No surface water was observed exiting the site. Future residences on the site will discharge their roof runoff into downspout infiltration system. Surface water from proposed driveways will also be directed into an infiltration system. ,y . n'' t�cy �r. � ::4'�€i.7F, {.Yl• :XY'd �i'u- here:are:no: sensitive. areas WithnA00 leet,of thesiter'•i The scope of this report is limited to the design of the proposed driveway improvements and drainage facilities. EXISTING SITE CONDITIONS The subject property is vacant land. The site generally, slopes 0- N494hejsouth. Vegetation on the site generally consists of native grasses. If the surface water were to exit the site it would flow across the asphalt pad installed for the sewage pump station at the south property line and into a catch basin. Surface water exits the site at one location into one drainage basin. PROPOSED SITE CONDITIONS The built out site will include a total of three new single family residence structures with associated roads, drainage facilities and utilities. See attached Figure 2. The existing drainage patterns on the property will not be significantly altered by the proposed development. The surface water runoff from the proposed roofs and driveway improvements will be directed to infiltration systems. The driveway system will be provided an emergency overflow to the existing storm drains in S. 116` St. to insure that water will not enter the driveway base rock. Doak Homes, Inc. S. 116 St. June 17, 2003 1 :n7Lew.1244r =v ss erfi. : i3 i t; 1i ' atsi. wiisaiawc' sLieiX+ 3r# s ,8id+iiStir%;.;h$;x�.�.sa.:.::.� ON -SITE SOIL INVESTIGATION The sub - surface soils were investigation at the subject property on April 16, 2003 to determine adequacy for on -site infiltration of surface water. Four soil logs were dug at the locations shown on the attached Figure 2. 6 The soil stratification in the tests pits are as follows: 0 o . � w= -I F-. SL1: 0 -3' Brown Loamy Sand 3' -5' Black Medium Sand 5' -8' Black Fine Sand, loose 8' -10' Black Medium Sand No ground water was encountered SL2: 0 -2' Brown Fine Sand 2' -9' Black Fine Sand, loose No ground water was encountered SL3: 0 -2.5' Brown Loamy Sand 2.5' -8.5' Black Fine Sand, loose No ground water was encountered SL4: 0 -3' Brown Loamy Sand 3' -6' Black Fine Sand, loose 6' -8' Black Medium Sand No ground water was encountered Percolation rate estimated at 2 min/in The 1973 King County SCS Soil Survey does not identify the soils on the subject site. Our investigation determined the site to be underlain with Pilchuck Loamy Fine Sand. The on -site soils encountered during the on -site soil investigation are adequate for infiltration of surface water. Doak Homes, Inc. S. 116 St. June 17, 2003 2 z P ..;SITE;COMMUNITY AND D RAINAGE'BASIN Community K Lvl L L l:k Drainage Basin (Dv Lv t4 ni i S i ie / tr L King County Department of Development and.Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT "ENGINEER Project Owner 7? 0,4 lc H opi Es /W Address , 2.6 — Sw / / g/ five: 73v,zsc_,., _9 � / y6 Phone 2.06 z 9-6 - G S87 Project Engineer — 77v pi SC Al Ac 1 Company A L t- A KI T C W 4 / a c kr i ti•� Address /Phone 92 s ¢gs- / 0 8 3 Part 3; TYPE_ RERMIT: PPLICATION : •: Subdivison Short Subdivision Grading Commercial Other L A Part 2 PROJECT LOCATION AND DESCRIPTION Project Name PoA r<. S Location // 6 ? �^ ST. OZ. 14 Township / Range 23 Section 4 Part4 OTHER;REVIEWS AND; PERMITS DFW HPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other /v ow C SITE ISTICS River Stream Critical Stream Reach Depressions /Swales Lake Steep Slopes Floodplain Wetlands Seeps /Springs High Groundwater Table Groundwater Recharge Other FL T F/i.)c. SC wp Sol s z ~ W 00 N 0. • W W H U)w w u _ ± w Z = I- 0 Z U O - O I- • w t- p u" O .• Z U � H = O ~ z :Part 7 :SOILS Soil Type Slopes P/ L C/a ‘,c /c U - / 0 /%3 Additional Sheets Attached Erosion Potential ow - Dv 70 Sc 07" LT Erosive Velcoties Z 75e1 Parry .: DEVELOPMENT! LIMITATIONS REFERENCE Ch. 4 - Downstream Analysis Additional Sheets Attached LIMITATION /SITE CONSTRAINT Dow n.S -.z e., �+� �T 4VLC` /NS7tiLL L b ON F I- T SLop C5 CKc kt7/N(i - Pp ' / L t-v - I /It} V C'Apvjcfly s rg Uw Ph u b L s '.ESO REQUIREMENTS::.. MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Graing Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Other Part 10 SURFACEWATER SYSTEM Grass Lined Channel Pipe System Open Channel Dry Pond • Wet Pond Brief Description of System Operation Tank Vault Energy Dissapator Wetland Stream Do wn, 5 - Pov7 2 fry F, .7k - ►r7t ohl - S'3 7 &vh Facility Related Site Limitations Reference Facility Limitation Depression Flow Dispersal Waiver Regional Detention EA c I -1 /2CSi 1 c N c Method of Analysis Compensation /Mitigati on of Eliminated Site Storage W Lt H A )u/c= 4 Part :11 : STRUCTURALANALYSIS Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope • Other ( c_ :Part :13 SIGNAT:,UREOF PROFESSIONAL. ENGINEER ,-Part 12 EASEMENTS/TRACTS Drainage Easement CA Easement Native Growth Protection Easement Tract Other I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. kiiA+Y+ilii : �Y B`144 ' - • Htauaralii htiirt.'amlY II. CONDITIONS AND REQUIREMENTS SUMMARY z CORE AND SPECIAL REQUIREMENTS z 6 a: JU O 0 U) o. • LLJ 111 CORE REQUIREMENT # 1: DISCHARGE AT NATURAL LOCATION All surface water and storm water runoff form the project will be discharged at the natural location so as not to be diverted onto or away from downstream properties. The manner in which the runoff is discharged form the project site does not create a significant adverse impact to downhill properties or drainage systems. The storm water from the site will be discharge to an existing storm drain system in South 116` Street. co u- iii 0 2 u-Q CORE REQUIREMENT #2: OFFSITE ANALYSIS co a An offsite analysis is required to assess potential offsite drainage impacts associated with the m development of the project site and propose mitigations of those impacts. The offsite analysis is z F_ . provided in Section III of this report. The downstream drainage systems were recently upgraded by z o the City of Tukwila. There will be no increase in flooding, erosion or sedimentation impacts to g n uj downstream properties, wells, ponds or other water features. The proposed project will not create or D 0 aggravate any offsite drainage problems. o S- o w uj CORE REQUIREMENT #3: FLOW CONTROL � . The project must provide onsite flow control facilities to mitigate the impacts of increased storm and z surface water runoff generated by the addition of new impervious surface and related land cover tii U) conversions. The subject project is within a Level One Flow Control area. The Level One Flow P I . Control facilities must meet the Level 1 performance criteria which matches the developed peak z discharge rates to the existing site conditions peak discharge rate for 2 and 10 year return periods. Roof downspout infiltration systems in accordance with KCSWDM Section 5.1.1 will be provided so that the roof areas may be discounted from the total impervious areas for sizing the flow control facilities. The net impervious surface area, including the joint use driveway and the three individual driveways, is 4799 square feet. Since the net impervious surface area will be Iess than 5000 square feet the project is exempt from the on -site flow control facility requirements. However, due to the downstream drainage system, an on -site infiltration/dispersion system will be provided for the proposed driveways. Doak Homes, Inc. S. 116 St. June 17, 2003 6 CORE REQUIREMENT #4: CONVEYANCE SYSTEM All conveyance systems for the project have been analyzed, designed, and constructed to provide a z minimum level of protection against overtopping, flooding, erosion, and structural failure. z All pipe systems are designed with sufficient capacity to convey and contain the 25 year peak flows CL Lii assuming developed conditions for onsite tributary areas and existing conditions for any offsite areas. 6 = J U CORE REQUIREMENT #5: EROSION AND SEDIMENT CONTROL co w The project is required to provide erosion and sediment controls to prevent, to the maximum extent -J 1- possible, the transport of sediment from the project site to downstream drainage facilities, water u) u_ w resources, and adjacent properties. Both temporary and permanent erosion controls will be 2 implemented as described in Section 1.2.5.3 of the King County Surface Water Design Manual. g u.¢ CORE REQUIREMENT #6: MAINTENANCE AND OPERATIONS I' W M aintenance and operation of the drainage facilities are the responsibility of the property owner, z F- except those facilities for which the City of Tukwila is granted an easement, tract, or right -of -way z o and officially assumes maintenance and operation. The intent of the subject project is that the w w property owners will operate and. maintain all drainage systems located within their respective lots D o . boundaries that are not within an easement, tract, or right -of -way granted to the City of Tukwila. o 5 w — CORE REQUIREMENT #7: FINANCIAL GUARANTEES AND LIABLILITY i 0 The drainage facilities constructed for the project must comply with the financial guarantee u. p requirement of the City of Tukwila. Two types of guarantees might be required. One for drainage w z facility restoration and site stabilization and a second for drainage defect and maintenance. co 0 z CORE REQUIREMENT #8: WATER QUALITY The new pollution generating impervious surface areas, including the joint use driveway and the three individual driveways is 4799 square feet. The total parcel area to be developed is 0.55 acres. The project is exempt from water quality facility requirements because (1) the new pollution generating impervious surface area will be less than 5000 square feet and (2) less that 5000 square feet of contiguous pollution generating impervious surfaces will be created, and (3) there is less than 1 acre of contiguous pollution generating surfaces. SPECIAL REQUIREMENTS: No special requirements apply to this project. Doak Homes, Inc. S. 116 St. June 17, 2003 7 ,'n �y,.:': V;i�f�:i4i%nd�...:f..�t,. r _.itii.il�'J✓:ALS�CSa = , _ j�,Y;(�,yj ... . III. OFF -SITE ANALYSIS The drainage patterns of the site is shown on Figure 2. The site and surrounding area was field inspected during April 2003. The results of the field survey are presented in the following paragraphs. Drainage flows entering the property from the upstream areas are discussed within the Up -Stream Drainage section below. Drainage flow conditions within the property are discussed within the On -Site Drainage section below. Drainage flows exiting the property are discussed within the Down -Stream Drainage section below. UP- STREAM DRAINAGE There is no significant upstream surface water drainage entering the site. ON -SITE DRAINAGE ON-S11 'E DRAINAGE AREA The on -site drainage area includes 0.55 acres and generally slopes to the south on a grade of 1%. DOWN- STREAM DRAINAGE Surface Water drainage from the subject property will generally exit the site as sheet flow across the south property line; except the driveway infiltration system will have an overflow pipe connected to the storm drains in S. 116 Street. The As -Built Plans for the downstream storm drainage system can be viewed in the Appendix of this report. The Surface Water flow path exiting the site to the S.116` St. Storm Drains are outlined on the attached "Off -Site Drainage System Table" The Surface water path exiting the south property line travels about 10 feet and enters catch basin CB38 (see sheet SD -8 of the as-built plans). The drainage then flows east 284 feet in a 12" CPEP sloping 0.07% to 0.42% to CB8 where it combines with the flow path outline on the attached "Off -Site Drainage System Table" DOWNSTREAM ANALYSIS The off -site drainage courses downstream from the site appears to be adequate such that after development of the subject project, no significant increase in erosion, sedimentation or flooding is expected within the analyzed flow paths due to the subject development. Doak Homes, Inc. S. 116 St. June 17, 2003 8 .i:SJ ..x x6,. il5Yl.' a. s!+ i�4i�' 'h"s..:3`c:= 3.ix6s.t'.tric ✓re<. a .:.4 J :: , :iwl+•.•�t+ ._.. ..w umcra... The downstream storm drain system is assumed to have adequate capacity since it was installed within the last two years by the City of Tukwila. However, the downstream storm drains do not meet the requirements of the 1998 King County Surface Water Design Manual. Most of the pipes in the downstream system are not self cleaning and will require significant maintenance. If the downstream drainage system is adequately maintained no increase in flooding, erosion or sedimentation impacts to downstream properties, wells, ponds or other water features is anticipated after development of subject property. The proposed project will not create or aggravate any offsite drainage problems. Doak Homes, Inc. S. 116 St. June 17, 2003 9 .u::a - •.•,: 'v• .uNS:..'+t> '9}t.. "':lGu't sari: bda.^ 1: 1.^' �)' �y.: tyt. S. Yau�. '.. ;'1iu�� I::. �: �hL' J'. 7n ;:al+hri. ta,•w:a�..t:.h�e +'.%.:..ra:::i� ?..: �:,' : i:+..r..o,i..'u�t..,`1'�uavA�� �.rJ:L1Vi:l''n:rs.•�.: +k7..a'� � . 98- 4\inB04 OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Sy mbol Drainage C omponent Type, N ame;; and Size ..: .Drainage Component ; . :. Description ':' . Slope Distance from site ;discharge ` : Existing Problems Potential Problems Observations of field inspector, resource reviewer, or resident see map Type sheet flow,.swale, stream, channel, pipe, pond Size diameter, surface area - drainage basin, vegetation, . cover, :depth, type of sensitive area ; volume '': Approx. °� Distance by pacing % ml = 1,320 ft. constrictions, under capacity, ponding, overtopping, flooding, habitat or organism . destruction, scouring, bank sloughing, sedimentation, incision, other erosion tributary area, likelihood of problem, overflow pathways, potential impacts Site Sheet flow Along road shoulder 0.70 0 None None CB4 50' -12" CPEP East on S.116 St. 0.09 10 None Sedimentation Overflow path along road CB6 146' -12" CPEP East on S.116 St. 0.00 60 None Sedimentation CB7 122' -12" CPEP South on 39 Ave. S. 0.11 206 None Sedimentation CB7b 145' -12" CPEP South on 39 Ave. S. 1.43 328 None None CB8 15' -18" CPEP East on S.117 St. 0.06 473 None Sedimentation CB10 22' -18" CPEP East on S.117 St. 0.45 488 None None CB11 132' -18" CPEP East on S.117 St. 0.17 510 None Sedimentation CB13 159' -18" CPEP East on S.117 St. 0.15 642 None Sedimentation CB14 141' -18" CPEP South on 40 Ave. S. 0.00 801 None Sedimentation Potential capacity problem. CB23 90' -18" CPEP South on 40 Ave. S. 0.15 942 None Sedimentation CB25 134' -18" CPEP South on 40 Ave. S. 0.08 1032 None Sedimentation CB26 76' -18" CPEP South on 40 Ave. S. 0.08 1166 None Sedimentation CB28 51' -18" CPEP South on 40 Ave. S. 0.00 1242 None Sedimentation CB29 49' -18" CPEP South on 40 Ave. S. 0.41 1293 None Sedimentation CB30 90' -18" CPEP South on 40 Ave. S. 0.15 1342 None Sedimentation Cb31 12' -18" CPEP South on 40 Ave. S. 0.83 1432 None None Vortech 13' -18" CPEP South on 40 Ave. S. -1.08 1444 None None CB33 145' -12 "CP 1457 None None 1602 ,:Symbol - > Drainage:•.; Drainage ' ` Slope Distance: Existing Potential Observations of field 98- 4\inB04 OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN z . ct EXISTING SITE HYDROLOGY The subject property is vacant land. The site generally slopes 0 -1% to the south. Vegetation —r U o on the site generally consists of native grasses. The storm water during 2 -10 yr. storms appears to co 0 infiltrate into the on -site soils. If the surface water were to exit the site it would flow across the w asphalt pad installed for the sewage pump station at the south property line and into a catch basin. u.. Surface water exits the site at one location into one drainage basin. Storm water runoff exiting the w property was discussed within Section III. g wa PROPOSED SITE CONDITIONS The built out site will include a total of three new single family residence structures with Z ul associated roads, drainage facilities and utilities. See attached Figure 2. The existing drainage o patterns on the property will not be significantly altered by the proposed development. The surface w w water runoff from the proposed roofs and driveway improvements will be directed to infiltration systems. The driveway system will be provided an emergency overflow to the existing storm drains ci� in S. 116` St. to insure that water will not enter the driveway base rock. o ww I I-- 0 DEVELOPED SITE HYDROLOGY u z The site will be developed at a density of 5 du/ga with total net impervious surface of 4799 sq.ft. for o all three lots. All impervious surfaces are being directed through biofilter swales and routed through p an infiltration system prior to release to downstream drainage facilities. Z RETENTION/DETENTION SYSTEM The project must provide onsite flow control facilities to mitigate the impacts of increased storm and surface water runoff generated by the addition of new impervious surface and related land cover conversions. The subject project is within a Level One Flow Control area. Level One Flow Control areas must meet the Level 1 performance criteria which matches the developed peak discharge rates to the existing site conditions peak discharge rate for 2 and 10 year return periods. Roof downspout infiltration systems in accordance with KCSWDM Section 5.1.1 will be provided so that the roof areas may be discounted from the impervious areas for sizing the flow control facilities. The net impervious surface area, including the joint use driveway and the three individual driveways, is 4799 square feet. Since the net impervious surface area will be less than 5000 square feet, the project is exempt from the onsite flow control facility requirements. However, an on -site infiltration /dispersion system will be provided for the proposed driveway areas. Doak Homes, Inc. S. 116 St. June 17, 2003 3144S4x' ad.Wilricr::itKgsi4.f' - iz:7aa ;7k.' - tiatAr" 11 WATER QUALITY FACILITIES The new pollution generating impervious surface areas, including the joint use driveway and the three individual driveways is 4799 square feet. The total parcel area to be developed is 0.55 acres. The project is exempt from water quality facility requirements because (1) the new pollution generating impervious surface area will be less than 5000 square feet and (2) less that 5000 square feet of contiguous pollution generating impervious surfaces will be created, and (3) there is less than 1 acre of contiguous pollution generating surfaces. Doak Homes, Inc. S. 116t St. June 17, 2003 12 :.rye4:�:t.v; �inti'wiia.d.'i>1�_� %• ...• v: N.' 3 {v�NUi.u.Wie�i.w.i�ui4A5a:4T ". Z Z i w: u6 s 00 w; _. co u_ w O LL Q • w Z O ' Z 1-- W W, O , t); :0 F- ;i V LL li.l Z. U H' O z ELEMENT STORM EVENT FLOW (CFS) FLOW VELOCITY FPS FLOW DEPTH (FI) 8 "SD, 5.70% CB6 -CB4 100 -YR 0.32 2.72 0.25 Doak Homes, Inc. S . 116 St . June 17, 2003 V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Conveyance systems were generally sized for post development flows using the Rational Method of analysis as follows: Storm drains (general): 100 -YR design storm peak flows with 0.5 ft of freeboard in open ditches. The proposed storm drains were analyzed with the use of Manning's Equation for open channel flow. Supporting calculations are given within the Appendix of this report and are summarized below. The on -site storm drainage system appears adequate to convey the 100 -yr. storm without overtopping roads, except as otherwise noted in sections III and IV. 13 k :i.1 w' t4�H61. tnerL. Sl 1i' ��s. v ,�:.WJ[tS':.isi�.:.W:.Jn.tKia�. •' ]i.110i3iVY�+�"til ?.�..Y:h:. VI. SPECIAL REPORTS AND STUDIES No special reports are necessary for this project. Doak Homes, Inc. S. 116 St. June 17, 2003 14 zi 6D; -J 0 0 0 cn a cn WI -J SQu- al 0 g co a uj i 1— O z WW ' 0 • m O I LIJ • 0 — 0 • 0 z VII. OTHER PERMITS The permits required for the project improvements include the following: 1. Building Permits for the future single family residences. 2. Right of Way Use Permit from the City of Tukwila for the access driveway and connection into the S. 116 St. storm drain. 3. Permits for water meters and side sewer connections are required from the Val -u -View Water District. Doak Homes, Inc. S. 116 St. June 17, 2003 15 ¢v.. .5.. A. :OL. :1�,i., Y.�S.x.J— i.t _.:.'J.:r,�.x..s.:tl`:..t:e n r` <. .._.u. ut. �+F4.u.i1+2. .Gt+ h I �..N .[': uvwJi.4WS•3Lr:u'w:LR W b:Lx1.1Y�w' iu;a. ; rWuY a • = 1- ce J U 00 W w= cn u_ W O . L¢• co 2 d I- MI Z ▪ O: Z I- U 0` .W W. I U u_ O • • Z U Ci) O Z VII. EROSION /SEDIMENTATION CONTROL ANALYSIS Clearing for this project is limited to the area required to construct the proposed driveway improvements, conveyance system, and ESC facilities. Protection of downslope areas will be provided by a combination of silt fencing and sedimentation facilities. Silt fencing will be provided for all downstream property boundaries as necessary. Doak Homes, Inc. S. 116 St. June 17, 2003 16 IX. BOND QUANTITIES WORKSHEET, RETENTION/DETENTION FACILITY SUMMARY SHEET AND SKETCH See the following pages. Doak Homes, Inc. S. 116 St. June. 17, 2003 17 •Z ' a ft 2 _r C.) • U O` W 0: • AO L. W O' g -: J 0 W Z � I- 0 Z W •U � ici H! = w lL� — O U w . . • 0 O Z King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055 -1219 Page 1 of 9 Project Name: Location: Clearing greater than or equal to 5,000 board feet of timber? yes XX no If yes, Forest Practice Permit Number: (RCW 76.09) bond_quantities.xls Site Improvement Bond Quantity Worksheet DOAK HOMES, INC. S. 116th STREET 17- Jun -03 Date: Project No.: Activity No.: Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Unit prices updated: 02/12/02 Version: 03/02/02 Report Date: 6/20/2003 WW1' ^••Y, '^ yrr ,r- '�•3�" = • .�.,'c��,- �� '�"�{' �����.�..�:°'e' � �°" -•�= ,. isROSiZ7NSEDIMET1T: irSNTROW:a ri . _ .�_Y 1 , ..<,�;�`•.�n� � tu ,° y -.�..t �-- . -- � •�;::��= •�... - _ �"`-r� .� ,- �- _ a"- -a•.?' �7� -� r'C:S,�:. �. - :�1. -ter=?` y��. ?= Pe�,�,,. Pi. . Iitl ' 1'4' , 1 1 sp. IF 0 " ^ 4 �• . �:�'2;i; _ .:r`.�,.. . ;�_ ��f1i�8nti : { ^ s��^S:. - - -_ - _ r� >�FpPtioaftin - - o �f` -.. -I�.."��T�;....� wa�an.. rXt.•,. t"✓„�:ti^'-- ,3...,.Ct7.„L:f.'i: ,, ^�- -�i•.� . i , .. . .. - - Backfill & compaction- embankment $ 5.62 Check dams, 4" minus rock SWDM 5.4.6.3 $ 67.51 Each Crushed surfacing 1 1/4" minus WSDOT 9- 03.9(3) $ 85.45 CY Ditching $ 8.08 CY Excavation -bulk $ 1.50 CY Fence, silt SWDM 5.4.3.1 $ 1.38 LF 100 1 138 Fence, Temporary (NGPE) $ 1.38 LF Hydroseeding SWDM 5.4.2.4 $ 0.59 SY 1400 1 826 Jute Mesh SWDM 5.4.2.2 $ 1.45 SY Mulch, by hand, straw, 3" deep SWDM 5.4.2.1 $ 2.01 SY Mulch, by machine, straw, 2" deep SWDM 5.4.2.1 $ 0.53 SY Piping, temporary, CPP, 6" $ 10.70 LF Piping, temporary, CPP, 8" $ 16.10 LF Piping, temporary, CPP, 12" $ 20.70 LF Plastic covering, 6mm thick, sandbagged SWDM 5.4.2.3 $ 2.30 SY Rip Rap, machine placed; slopes WSDOT 9- 13.1(2) $ 39.08 CY Rock Construction Entrance, 50'x15'x1' SWDM 5.4.4.1 $ 1,464.34 Each 1 1 1464 Rock Construction Entrance, 100'x15'x1' SWDM 5.4.4.1 $ 2,928.68 Each Sediment pond riser assembly SWDM 5.4.5.2 $ 1,949.38 Each Sediment trap, 5' high berm SWDM 5.4.5.1 $ 17.91 LF Sed. trap, 5' high, riprapped spillway berm section SWDM 5.4.5.1 $ 68.54 LF Seeding, by hand SWDM 5.4.2.4 $ 0.51 SY Sodding, 1" deep, level ground SWDM 5.4.2.5 $ 6.03 SY Sodding, 1" deep, sloped ground SWDM 5.4.2.5 $ 7.45 SY TESL Supervisor $ 74.75 HR Water truck, dust control SWDM 5.4.7 $ 97.75 HR iiV ih y � Y :fin :A � � Y -i] 'G ..fir Y.ii: r S '<= ,j.; -;;: = Each Page 2 of 9 bond_quantities.xls Site Improvement Bond Quantity Worksheet ESC SUBTOTAL: COLUMN: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. $ 2,428.34 A Unit prices updated: 02/12/02 Version: 03/02/02 Report Date: 6/20/2003 .�U. „ . i ' !F• 34 • - '623 `j• .A1�: Cif W -f`-�- .1„�'+ �y"4 2, - r .. � ': �.,...�rR•''i� -�! � t• -: - -..tit . .. : " . - i1., i "' -. .i`S i - µ°• v/� �.'.. ' y - �'` =,� cl,f + .us �� � ��� . • - '.: Y"=vii-A °� - -- v- � =.�� .` . •'- �� ......+ n.,n, - ; A 'l.• -' -T";*---.,, - t: i�'� '' t:'��. -^ �"�. Backfill &Com 'action- embankment •'. R.• �. .,' "• :i � -, ----,- E T-'. _ g '° .. - itpiia&V:�ti1." • ^l.• iTN� .F ` ��ak" $ 5.62 - �'�-' �'" v!�''. - 'r•^ L {. � .. ',4tm2 'I �J�� -' ::•` - .. '^'' . • "i �� M^a ; • '-: = � �_: eat _. -ik: ;. + L'- .. k:` 0.00 � =Y:a ,�..p r,.t•`- '+�cA' f �^sc.�C., ' 1 r , + i _ filtfaingns+ -.. + '�ri� f ttf►= vatiativa ''�t'Y•'.+.:.: Yc' 'c' ..T•. ,•. 2•'WS` i. :d.•%?'- i�t� • v 4r., _ it ; % } 'v, _ r ''��`cillt�es- :�'_Cdstx 2V;t:4- ` . -J-C n.�-. -< :1 '..:,.:ar 0.00 ^mil__ �•.F- �S�•.y���� `. •.,... �- 'irY�h•:i�,."`r + - IC ^ - X t i r - lif 4 . `^-- fm ir�ve .,_ FrX _, ,� = �.: :�:._ �:'attanf:-::, +,< ; -- � " ,i .h e._- -. 250 .r.._• eg.. :y'•.-v - •, r .+.�. _'� 'rn.�:i �^ - `�•r' �I _Yi r --- :. Nsnts .? ,:; c a � ... ' y�..:`.�! /'���y�"k:.�'•:.' .. 'v[MY .�a�rn __ ":.`} +' '': 7 :s = ;+QCI en1»:, ..bm • ef;: - .. �.. . , { ... ' Ieted -' * _`, }:_. _;: - - � - = .sa` f - i ' `' �1� r ,��" .�- ta'�' - '' Y.r; : �' � " TL �" -�,`2+ . - w�- �� : r:. 7 : .7y:. =: ��c CY __ l: _•..`rt�r. -. <- :t 1,405.00 _ _ r " _ _- _ ` : 0.00 Backfill & Com •action- trench $ 8.53 CY 0.00 0.00 0.00 0.00 Clear/Remove Brush, b hand $ 0.36 SY 0.00 0.00 0.00 0.00 Clearine /Grubbin!!Tree Removal $ 8,878.18 Acre 0.00 0.00 0.55 4,881.89 0.00 Excavation - bulk $ 1.50 CY 0.00 0.00 0.00 0.00 Excavation - Trench $ 4.06 CY 0.00 0.00 0.00 0.00 Fencine, cedar, 6' hi•h $ 18.55 LF 0.00 0.00 0.00 0.00 Fencin , , chain link, vin coated, 6' hi• h $ 13.44 LF 0.00 0.00 0.00 0.00 Fencin , chain link !ate, vin I coated, 20' $ 1,271.81 Each 0.00 0.00 0.00 0.00 , Fencine, slit rail, 3' hieh $ 12.12 LF 0.00 0.00 0.00 0.00 Fill &com •act - common barrow $ 22.57 CY 0.00 0.00 0.00 0.00 Fill & com •act - •ravel base $ 25.48 CY 0.00 0.00 0.00 0.00 Fill & corn. :ct- screened to•soil $ 37.85 CY 0.00 0.00 0.00 0.00 Gabion, 12" dee., stone filled mesh $ 54.31 SY 0.00 0.00 0.00 0.00 Gabion, 18" dee., stone filled mesh $ 74.85 SY 0.00 0.00 0.00 0.00 Gabion, 36" dee • stone filled mesh $ 132.48 SY 0.00 0.00 0.00 0.00 Gradin,, fine, • hand $ 2.02 SY 0.00 0.00 0.00 0.00 Gradin e fine, with , rader $ 0.95 SY 0.00 0.00 0.00 0.00 , Monuments 3' Ion! $ 135.13 Each 0.00 0.00 0.00 0.00 Sensitive Areas Si! n $ 2.88 Each 0.00 0.00 0.00 0.00 Soddin,, 1" dee., slo sad :round $ 7.46 SY 0.00 0.00 0.00 0.00 Surve ne, line & !rade $ 788.26 Da 0.00 0.00 1 788.26 0.00 Surve 'n•, lot location/lines $ 1,556.64 Acre 0.00 0.00 0.55 856.15 0.00 Traffic control crew 2 fla• !era $ 85.18 HR 0.00 0.00 0.00 0.00 Trail, 4" chi • • : • wood $ 7.59 SY 0.00 0.00 0.00 0.00 Trail, 4" crushed cinder $ 8.33 SY 0.00 0.00 0.00 0.00 Trail, 4" to • course $ 8.19 SY 0.00 0.00 0.00 0.00 Wall, retainin!, concrete $ 44.16 SF 0.00 0.00 0.00 0.00 Wall, rockery $ 9.49 SF 0.00 0.00 0.00 0.00 ",....•: Page 3 of 9 SUBTOTAL 0.00 0.00 7,931.30 0.00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . - . ( 440, ix'trZy ,..- "'.n 4'x.";' ;:i•= _ Y. �- 1 •x' � .. �H : , :So( - � - • - - ' • '+t:.. "'`�` ' �,- � • . �,�.: ,. M .. . - •,Ve , � . :'� "T �.1. .:r ^ ^ ��.� �. '�- ,a- R�(?,ai' �+., -� - 'L7:..d'��+ -,T. na`^?4 ..r�rt : • ..-1S---"."-1-,..-"--4 . .. fN�i. �. :� My.. v � . : ., � 1{. � � h�2 � BLS'^ I i �C � S V• . -� ;r - �.� : y i n ' ii � al 'i1wf+` `w -J" ..A. � s -.d= ..r .G�v �Y> �• -+.?. *. ti.%•- �• �_ � s n y. fi .,G`r G( ��.3'<5.:�«,� -w •r= 4"�`� :"^ 2 Gtil: "i � "'.'•_.:• .of�"�y} �. f s r6Ve _e • £ •s �' _ 7 , m n �.C' .: C.T -�}� :: i �.• �j �,�;YR `C �i�ltl e�: _ Private;:- ' <i � r mp v : : 'rtf .r -..:e. .- - � 'S2 -.:, �. ( ..ter ..... �. a",'.'r:1:•.+. 5... _ .:: >,;:; _.. a m�ri� �' ... uctio . �•::'t � .i'4 ':';F r F �i ':: : _.�. x: pI _ r.N�rt1 ,k14- - x. ':r • �"LYx`.��,. Y�y� �;'( .^.` . • ?L7�tll'�•�'_���IL`�r� .L " uu'�'F+µ:. _ tifi5 �?il�i {µ,Yea' Y _ •�C�'��.w' " : l7 �.iQt��UU��^.'.V�- �" 4.0 '.•:Y =:• - yy ,,y' - •%.tdit� lit. ":''.'^.t L 7�- /� �iJ = "-: �'+� ::- " -•vi`�.,. - .".�."t: '.a'�a ` -icr `w� s. te �' -i` n ,��" t= - :e � e'-' w'�- yy;;,, w'4` _ ',�T�'- - -. :.S = ;`�' .�F- ._�:axsyx�: re : T '�. .'• .'ti•- F ., 3'"T -- -: G!�.t 4` i-C:. - _ v-i`- - ^ »- .e',s.w„_.:G? tea:.:;:•: :,.:,°.. a. z - ,nn„'.n"_'.j- - -tee An t` :.r.tr` :?�".- �:.y��r�.��.ct�.:. = :;:''- `rr'_'.tz:;F.�Y:: �. - -• - - - '..y -� ..gi , - - : .,. ._ r: -. _ ..._ _.._ == ;,.. -- _.-_ -- ' AC Grinding, 4' wide machine < 1000sy $ 23.00 SY i 0.00 0.00 0.00 0.00 AC Grinding, 4' wide machine 1000- 2000sy $ 5.75 SY 0.00 0.00 0.00 0.00 AC Grinding, 4' wide machine > 2000sy $ 1.38 SY 0.00 0.00 0.00 0.00 AC Removal/Disposal/Repair $ 41.14 SY 0.00 0.00 0.00 0.00 Barricade, type I $ 30.03 LF 0.00 0.00 0.00 0.00 Barricade, type Ill ( Permanent) $ 45.05 LF 0.00 0.00 0.00 0.00 Curb & Gutter, rolled $ 13.27 LF 0.00 0.00 0.00 0.00 Curb & Gutter, vertical $ 9.69 LF 25 242.25 0.00 0.00 0.00 Curb and Gutter, demolition and disposal $ 13.58 LF 25 339.50 0.00 0.00 0.00 Curb, extruded asphalt $ 2.44 LF 0.00 0.00 0.00 0.00 Curb, extruded concrete $ 2.56 LF 0.00 0.00 0.00 0.00 Sawcut, asphalt, 3" depth $ 1.85 LF 27 49.95 0.00 0.00 0.00 Sawcut, concrete, per 1" depth $ 1.69 LF 0.00 0.00 0.00 0.00 Sealant, asphalt $ 0.99 LF 27 26.73 0.00 0.00 0.00 Shoulder, AC, ( see AC road unit price) $ - SY 0.00 0.00 0.00 0.00 Shoulder, gravel, 4" thick $ 7.53 SY 0.00 0.00 0.00 0.00 Sidewalk, 4" thick $ 30.52 SY 0.00 0.00 0.00 0.00 Sidewalk, 4" thick, demolition and disposal $ 27.73 SY 0.00 0.00 0.00 0.00 Sidewalk, 5" thick $ 34.94 SY 25 873.50 0.00 0.00 0.00 Sidewalk, 5" thick, demolition and disposal $ 34.65 SY 0.00 0.00 0.00 0.00 Sign, handicap $ 85.28 Each 0.00 0.00 0.00 0.00 Striping, per stall $ 5.82 Each 0.00 0.00 0.00 0.00 Striping, thermoplastic, ( for crosswalk) $ 2.38 SF 0.00 0.00 0.00 0.00 Striping, 4" reflectorized line $ 0.25 LF 0.00 0.00 0.00 0.00 Page 4 of 9 SUBTOTAL 1,531.93 0.00 0.00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0.00 ....."-5 'W•41LSZ- , . , " . k" . ....47.-^"' e-45 4 1.--,?' ' kE:',47,z - -- --;-- . 4 'i7 . " - "S?' ." '. ' ,,,..4 I c . t' ....,;, .4 - -' ' • c'a:-"' .11,011ir 1-1/4 Mft,- , ':-'-*;....._. _•=z-%1 .601, a MIMS! cn--'1:41% - - -- ''''' ' ' i iii■Si41 . 60 - 11 ' '' ' - ' 4'.. '' .73. ....t." ''''''-!= Y.r-W- :78610.: :Z. ::::-z- , ,4*:4; .,:%"--,..: -::,', ----,.; -:-gv.a, _ .: ,a - tyr.x., ' - - - .- Itarger1 • ''' ::-; 7: t ''. - -z ' g ' sPle. ' '' ., Aittaftiftt•WWWW .:Zr417, For KCRS '93, (additional 2.5" base) add: $ 3.60 SY 0.00 0.00 0.00 0.00 AC Overlay, 1.5" AC $ 7.39 SY 0.00 0.00 0.00 0.00 AC Overlay, 2" AC $ 8.75 SY 0.00 0.00 0.00 0.00 AC Road, 2", 4" rock, First 2500 SY $ 17.24 SY 0.00 0.00 0.00 0.00 AC Road, 2", 4" rock, Qty. over 2500SY $ 13.36 SY 0.00 0.00 0.00 0.00 AC Road, 3", 4" rock, First 2500 SY $ 19.69 SY 3 59.07 0.00 0.00 0.00 AC Road, 3", 4" rock, Qty. over 2500 SY $ 15.81 SY 0.00 0.00 0.00 0.00 AC Road, 5", First 2500 SY $ 14.57 SY 0.00 0.00 0.00 0.00 AC Road, 5", Qty. Over 2500 SY 13.94 SY 0.00 0.00 0.00 0.00 AC Road, 6", First 2500 SY $ 16.78 SY 0.00 0.00 0.00 0.00 AC Road, 6", Qty. Over 2500 SY $ 16.12 SY 0.00 0.00 0.00 0.00 Asphalt Treated Base, 4" thick $ 9.21 SY 0.00 0.00 0.00 0.00 Gravel Road, 4" rock, First 2500 SY $ 11.41 SY 0.00 0.00 0.00 0.00 Gravel Road, 4" rock, Qty. over 2500 SY $ 7.53 SY 0.00 0.00 0.00 0.00 PCC Road, 5", no base, over 2500 SY $ 21.51 SY 0.00 0.00 0.00 0.00 PCC Road, 6", no base, over 2500 SY $ 21.87 SY 0.00 0.00 0.00 0.00 Thickened Edge $ 6.89 LF 0.00 0.00 0.00 0.00 Page 5 of 9 SUBTOTAL 59.07 0.00 0.00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0.00 - - - "Y _ _•. . ". . :a� �'e : -. v _ y ' y , p. .- Ya-" sa "� . - C ' F6 .. � .._ • ,.L '+ .. •- '..•'Y.- r"i.��c.`it �J� ��`, SP.G�G ri.-: . �.,�r .+Yy. � . - -o -, . � ' • - .a:`� .i � ti- \Vr 114'!f -.: _` _.. i5%', "67So n. ��✓yiy1°°1 - _ ._- y^ c _ . EM r . '7�� ,C 3 . ,� � • - y • c ! Z '.L * �.w�1y�+�'.'�� %� o �/y�,,.�j�� .+s. iUQll[.iS -� �L- `t�.VYS{+A_•.t; �.- __.�...____._.___ ? .�� i - - 1` T-� : :, I iil . =.aTL :� • �. L ..(" ::a,;c;� -_. *etrl�rt ` F}Z. Z �- y� •�'i \r.'�f 1 �.t Private `> ' _ r ptotii�merrts $ . 1'= i'`C>: \ a "' � /� ;� !��- 1cnRU� • 4.: -..� - ': :.3_:' =`r�_r "[�• Cd r S.t -..v x� ^ " . � .:N � 'Y ? Y 8citc� :.ReEduction.,_; '. _• -�".. � :. COm ete =;. `c �: ��. - Y �. �' �cu .__._- ._. - -_ -• _ . _ ... _ . .. _ - ~ a �, � ���1� .,y ,,, .gam - ..j. - . ms's: -�€- Zy st, "� _ :i C ter. :. G..Z=_ j' ^ .'c:T.- r .r-.,�:.t� � r. O�'lE,t`A.itaC�•rV� : z: - . j ,_ - --"�, fs . Access Road, R/D -F. $ 16.74 SY 0.00 0.00 0.00 0.00 Bollards - fixed $ 240.74 Each 0.00 0.00 0.00 0.00 Bollards - removable $ 452.34 Each 0.00 0.00 0.00 0.00 • (CBs include frame and lid) CB Type I $ 1,257.64 Each 0.00 0.00 2 2,515.28 0.00 CB Type IL $ 1,433.59 Each 0.00 0.00 0.00 0.00 CB Type II, 48" diameter $ 2,033.57 , Each 0.00 0.00 0.00 0.00 for additional depth over 4' $ 436.52 FT 0.00 0.00 0.00 0.00 CB Type II, 54" diameter $ 2,192.54 Each 0.00 0.00 0.00 0.00 for additional depth over 4' $ 486.53 FT 0.00 0.00 0.00 0.00 CB Type II, 60" diameter $ 2,351.52 Each 0.00 0.00 0.00 0.00 for additional depth over 4' $ 536.54 FT 0.00 0.00 0.00 0.00 Through -curb Inlet Framework (Add) $ 366.09 Each 0.00 0.00 0.00 0.00 Cleanout, PVC, 4" $ 130.55 Each 0.00 0.00 0.00 0.00 Cleanout, PVC, 6" $ 174.90 Each 0.00 0.00 0.00 0.00 Cleanout, PVC, 8" $ 224.19 Each 0.00 0.00 0.00 0.00 Culvert, PVC, 4" $ 8.64 LF 0.00 0.00 0.00 0.00 Culvert, PVC, 6" $ 12.60 LF 0.00 0.00 0.00 0.00 Culvert, PVC, 8" $ 13.33 LF 0.00 0.00 0.00 0.00 Culvert, PVC, 12" $ 21.77 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 8" $ 17.25 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 12" $ 26.45 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 15" $ 32.73 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 18" $ 37.74 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 24" $ 53.33 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 30" $ 71.45 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 36" $ 112.11 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 48" $ 140.83 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 60" $ 235.45 LF 0.00 0.00 0.00 0.00 Culvert, CMP, 72" $ 302.58_ LF 0.00 0.00 0.00 0.00 Page 6 of 9 SUBTOTAL 0 .00 0.00 2,515.28 0.00 NO TICE: S NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. w. w ry -:-,--#-,s.-::: '�F 1 r= -k� i _ ,o,"- �'`•'erS .�,��.�rE„�,� �" �"`- ` 4 * ' � Y -.544 - _ v - ..C.� r ... S �` ` • ' `� �' :; t �' "rim .� . ��„� {`�; -,_ .,! , ` �{ _.�.- 4�., � ( y- �-� -. a 1► �..J �I� lil �! i ^` sr � ?J� L' :7'�. � $ 21.02 - ''�"• , " r r '�w. ; =ti " . , � LF gyAdia k 7.: I t .3�� :a}`�� a.�p,' p ix*aa a t �y �y¢� fi 4�! !1.~S7 4 t,kk= - o ta"te: . .. - . ; i . .L^ ; �,�.. .,� 1 . 6a"h�'wc� ``��1 ti' _ �t •'�= r, .'. '^ti• _ _ S, = �� J s - ' . 7c �.'t'vt., i ft' ,,,. :9ona - .cc <;,�,,:�t�'•r.::�- ^ ,c . w � . - ,,4010. 0 l ., r:� ° �: y/ a- r - .. 1 (8f9 _ _.r . , -... CCSt_' f' gr.= Cost Culvert, Concrete, 8" 0 0 Culvert, Concrete, 12" $ 30.05 LF 0 0 0 0 Culvert, Concrete, 15" $ 37.34 LF 0 0 0 0 Culvert, Concrete, 18" $ 44.51 LF 0 0 0 0 Culvert, Concrete, 24" $ 61.07 LF 0 0 0 0 Culvert, Concrete, 30" $ 104.18 LF 0 0 0 0 Culvert, Concrete, 36" $ 137.63 LF 0 0 0 0 Culvert, CPP, 6" $ 10.70 LF 0 0 0 0 Culvert, CPP, 8" $ 16.10 LF 0 0 34 547.4 0 Culvert, CPP, 12" $ 20.70 LF 0 0 0 0 Culvert, CPP, 15" $ 23.00 LF 0 0 0 0 Culvert, CPP, 18" $ 27.60 LF 0 0 0 0 Culvert, CPP, 24" $ 36.80 LF 0 0 0 0 Culvert, CPP, 30" $ 48.30 LF 0 0 0 0 Culvert, CPP, 36" $ 55.20 LF 0 0 0 0 Ditching $ 8.08 CY 0 0 0 0 Flow Dispersal Trench (1,436 base +) $ 25.99 LF 0 0 0 0 French Drain (3' depth) $ 22.60 LF 0 0 360 8136 0 Geotextile, laid in trench, polypropylene $ 2.40 SY 0 0 0 0 Infiltration pond testing $ 74.75 HR 0 0 0 0 Mid -tank Access Riser, 48" dia, 6' deep $ 1,605.40 Each 0 0 0 0 Pond Overflow Spillway $ 14.01 SY 0 0 0 0 Restrictor /Oil Separator, 12" $ 1,045.19 Each 0 0 0 0 Restrictor /Oil Separator, 15" $ 1,095.56 Each 0 0 0 0 Restrictor /Oil Separator, 18" $ 1,146.16 Each 0 0 0 0 Riprap, placed $ 39.08 CY 0 0 0 0 Tank End Reducer (36" diameter) $ 1,000.50 Each 0 0 0 0 Trash Rack, 12" $ 211.97 Each 0 0 0 0 Trash Rack, 15" $ 237.27 Each 0 0 0 0 Trash Rack, 18" $ 268.89 Each 0 0 0 0 Trash Rack, 21" $ 306.84 Each 0 01 0 0 Page 7 of 9 SUBTOTAL 0 0 8683.4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 �i . y+�i:' :.0 . -``~^ ^i•-, .YSa'• .e-- .+- ... 4�:Ky a '-� _ - r ' �` : • , t r• a Q. .;. �. - � ; , j ,. , •`. ' c:5 � =kE 'k • mo d ^� . .',.n- , 'p _ y ✓ �." _..r /„...21-;30- • _, t -"d 7 ._. . T-1V'. _ � tia o. ' ?-. ,. r. � �� 4 +�; D'" �.�� _ �", -N � 1�ip� . �,3 - tg�.> •"- o- •. - fiF�yiW � y =' w „ _,_., t•;".r� y �-J .�.' -ta �C� ant:, �`f' ice.` -. , ttt�lnt.•P..i1Ott V• -� X 'i '.I.Yl�i - .: <'.ei�. Raadihtl pveme ` -'�j., fi •`�--.�-. a • u Q.I./ 1 8 1 v- J:artl @.4- , / �.Y ` `' -� g L010 t'^�: -. ,. 00Jt- -,-, .. .. i✓i^+' 'Tit's; -.7 ._. W'> r - :.L. v._:Y. _ •P tlk,,#:, ',. ^. s '•" ' :^ �;X � f •- � " .e • '. - ' •ktPIm rove L.' r � •'?�1 V + y k :,, �,..-OP g <- ,. s - Y �- 'j = ^..1' Q nt , r ^_� t° -,,,, tt�IIM, :i/UJl - r� tti A, -, • ;i. 4 '' ' '^ ..- -..;�. _ _ ; . .: :: ; <,. -" -- ^ ival{l C of7tple e� - - r _ .. iA aiSC'SG..•+c ';. .., � � x � : � =C e^" -T - 3o- , „; ;- i �4: , ts - ,' •.`3 :ti'rc 'i-: - -- " - • .;_::, : :: :: _ ����� C Y b Gr - 5: JyS.�. - :. Igi- •.lg _. % ,- *f-, t.".- ..,._44i ' `.44Lt, -- �•�..,--- -'r._ iv,=, I" w� . �•.:i�.-.. .,.. _ _ ��' SY °� .war. } ,.... c-- ,- ,'SNrt °- ,_ +.,..= - , S - ,:,-,f .,-, - 0i.'2'-' 1!rS+ -:. " ?u.; :F _. -._ �:'r -; ...: .� •, :�= ': ^'`' h'�.4`..l �t iJ. i2R. i._ � ... - kl �J) p.{ a ._ � :`�•a� + �� 3 Z�ki, y ''�+^ �,� >��.. � . :'r^t -_., - . 2" AC, 2" top course rock & 4" borrow $ 15.84 SY 0 0 0 0 2" AC, 1.5" top course & 2.5" base course $ 17.24 SY 0 0 322 5551.28 0 4" select borrow $ 4.55 SY 0 0 0 0 1.5" top course rock & 2.5" base course $ 11.41 SY 0 0 0 0 i!_i•t,.� t : 1j �Xa �? Z Y= j :Y : ' J� S S J: ^- `v- '-h -s. L't'hK t � .- .! ' .. � �'- _ y,��y�,.� }y�yp r- .�- ���6:� CR` S ' i .+ F '• I `. _+ Y i 7 . N + • , .h. i i- i � � � . : , •' - y. ^ i . 2 �� � �.� � �.. - - ����CYM1l LP�� `,e�'.- saC:..ve?�:±�`�N'.�, 9! ������.� � !r `:i'i >3%��.':.r -I� C..ri�-- `. r.^Tn.�. �.- w• ?y- ..- _r..•. n.. .- •.: Ji�vhs'J +:� ^ •:.. .ui_. } ;r.'y'.m �'..rx'�`'. _�'.. EA. 0 0.00 0.00 0.00 EA. 0 0.00 0.00 0.00 LF 0 0.00 0.00 0.00 EA. 0 0.00 0.00 0.00 EA. 0 0.00 0.00 0.00 EA. 0 0.00 0.00 0.00 LF 0 0.00 0.00 0.00 SF 0 0.00 0.00 0.00 LF 0 0.00 0.00 0.00 LF 0 0.00 0.00 0.00 Page 8 of 9 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: 0.00 1,591.00 0.00 0.00 5,551.28 24,681.26 0.00 0.00 477.30 0.00 7,404.38 0.00 GRANDTOTAL: 2,068.30 0.00 32,085.64 COLUMN: B C D E NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0.00 Original bond computations prepared by: Tim Schriever PE Registration Number: 22594 Firm Name: Alliant Engineering & Land Surveying, Inc. Address: P.O. Box 2596' Woodinville, WA 98072 Name: Stabilization/Erosion Sediment Control (ESC) Plus 30% Existing Right -of -Way Improvements Future Public Road Improvements & Drainage Facilities Private Improvements Calculated Quantity Completed Page 9 of 9 bond_quantities.xls Site Improvement Bond Quantity Worksheet (A +B +C +D) = TOTAL PERFORMANCE BOND AMOUNT SITE RESTORATION BOND * ** (First $7,500 of bond shall be cash.) RIGHT -OF -WAY BOND* TOTAL RIGHT -OF -WAY & SITE RESTORATION BOND * /** (First $7,500 of bond* shall be cash.) REDUCED PERFORMANCE BOND' TOTAL REDUCTION * ** NAME OF PERSON PREPARING BOND' REDUCTION: Column (A) $ (B) $ (C) $ (D) $ (E) $ (T -E) $ ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND' PUBLIC ROAD & DRAINAGE ADDITIONAL BOND* AMOUNT AMOUNT REQUIRED AT RECORDING OR 3,156.8 TEMPORARY OCCUPANCY*** 2,068.3 32,085.6 CO $ 37,310.8 Minimum bond' amount is $1000. (A) $ 2,428.3 2,068.3 5,225.1 37,310.78 Tel. #: 425 -485 -1083 $ 32,085.6 Project No: 32,085.6 11,193.2 Date: 17- Jun -03 Date: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. MAINTENANCE/DEFECT BOND* (B +C) X 0.25 = $ • NOTE: The word "bond" as used in this document means any financial guarantee acceptable to King County. ** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. * ** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. * * ** NOTE: The restoration requirement should include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site need to be included. Quantities should reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration need to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND CHANGE BY DDES 517.1 Unit prices updated: 02/12/02 Version: 3/02/02 Report Date: 6/20/2003 IV. X. DRAINAGE SYSTEM MAINTENANCE AND OPERATIONS Maintenance of the storm drain facilities within all public streets and the Public Drainage Easement right of ways will pass to the City of Tukwilla after all requirements have been met. All remaining storm drainage facilities will be maintained by the private lot owners using the facilities in accordance with the recommendations outlined in the 1998 King County Surface Water Design Manual. See attached recommendations. Doak Homes, Inc. S. 116 St. June 17, 2003 27 z 3- Z .: .6 1 00; co o co COW: J =` :co D = w I .z �— U� O cn . :wu • IU. LL. . Z LL . ' z APPENDIX A MAINTENANCE S .NDARDS FOR PRIVATELY MAINTAINED DR; Maintenance Component General Storage Area 9/1/98 NO.2 - INFILTRATION Filter Bags Rock Filters Side Slopes of Pond Emergency Overflow Spillway Settling Ponds and Vaults Defect Trash & Debris Poisonous Vegetation Pollution Unmowed Grass/ Ground Cover Rodent Holes Insects Sediment Sheet Cover (If Applicable) Sump Filled with Sediment and Debris (If Applicable) Filled with Sediment and Debris Sediment and Debris Erosion Rock Missing Sediment Conditions When Maintenance Is Needed See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds" Standard No. 1 See 'Ponds' Standard No. 1 A percolation test pit or test of facility indicates facility is only working at 90% of its designed capabilities. If two inches or more sediment is present, remove. Sheet cover is visible and has more that three 1/4 -inch holes in it. Any sediment and debris filling vault to 10% of depth from sump bottom to bottom of outlet pipe or obstructing flow into the connector pipe. Sediment and debris fill bag more than 1/2 full. By visual inspection, little or no water flows through filter during heavy rain storms. See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 Remove when 6' or more. A -2 AGE FACILITIES Results Expected When Maintenance Is Performed See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds' Standard No. 1 See 'Ponds" Standard No. 1 Sediment is removed and/or facility is cleaned so that infiltration system works according to design. Sheet cover repaired or replaced. Clean out sump to design depth. Replace filter bag or redesign system. Replace gravel in rock filter. See 'Ponds' Standard No. 1 Note: Sediment accumulation of more than .25 inches per year may indicate excessive erosion is occurring upstream of the facility or that conveyance systems are not being properly maintained. The contributing drainage area should be checked for erosion problems or inadequate maintenance of conveyance systems if excessive sedimentation is noted in an infiltration facility. Check twice a year during first 2 years of operation; once a year thereafter. Clean manholes/catch basins, repair damaged inlets /outlets, clean trash racks. 1998 Surface Water Design Manual Sty +i:'4�s %ga;k44.g7'•. Maintenance Component General 1998 Surface Water Design Manual APPENDIX .. MAINTENANCE STANDARDS FOR PRIVATEL . .v1AINTAINED DRAINAGE FACILITIES NO. 5 - CATCH BASINS Defect Trash & Debris (Includes Sediment) Cracks in Basin Walls/ Bottom Sediment/ Misalignment Conditions When Maintenance is Needed Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10% Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Corner of frame extends more than 3/4 inch past Frame and/or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/ outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. A -5 Results Expected When Maintenance is performed No Trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. 9/1/98 '. t, t.. iia' f. 5,', ar^ iki+. ivtiuta ; + r:•i..i . _: ,,. • ' . p i,a114 tl APPENDIX A MAINTENANCE S'1. .DARDS FOR PRIVATELY MAINTAINED DRA.. AGE FACILITIES Maintenance Component Catch Basin Cover Ladder Metal Grates (If Applicable) Maintenance Components General Metal 9/1/98 NO.5 - CATCH BASINS (CONTINUED) Defect Fire Hazard Vegetation Locking Mechanism Not Working Conditions When Maintenance is Needed Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Pollution Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Cover Not in Place • Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid after Remove applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder Rungs Unsafe Trash and Debris Damaged or Missing. Defect Trash and Debris Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. NO.6 DEBRIS BARRIERS (E.G., TRASH RACKS) Condition When Maintenance is Needed Trash or debris that is plugging more than 20% of the openings in the barrier. Damaged/ Missing Bars are bent out of shape more than 3 inches. Bars. Bars are missing or entire barrier missing. Bars are loose and rust is causing 50% deterioration to any part of barrier. A - 6 Results Expected When Maintenance is performed No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch basin cover is closed Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate opening meets design standards. Grate free of trash and debris. Grate is in place and meets design standards. Results Expected When Maintenance is Performed. Barrier clear to receive capacity flow. Bars in place with no bends more than 3/4 inch. Bars in place according to design. Repair or replace barrier to design standards. 1998 Surface Water Design Manual Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Maintenance Component General APPENDIX A MAINTENANCE STANDARDS FOR PRIVATEL\ MAINTAINED DRAINAGE FACILITIES NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (If Applicable). NO.11 - GROUNDS (LANDSCAPING) Defect Weeds (Nonpoisonous) Safety Hazard Trash or Litter Trees and Shrubs Damaged 1998 Surface Water Design Manual Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20 % of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins: Standard No. 5 See "Debris Barriers" Standard No.6 Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Any presence of poison ivy or other poisonous vegetation. Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. A -9 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/ flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standards. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 Results Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present in landscaped area. Area clear of litter. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. 9/1/98 APPENDIX A MAINTENANCE STr. .JARDS FOR PRIVATELY MAINTAINED DRA1,.t GE FACILITIES Maintenance Component General Road Surface Shoulders and Ditches 9/1/98 NO. 12 - ACCESS ROADS/ EASEMENTS Defect Trash and Debris Blocked Roadway Settlement, Potholes, Mush Spots, Ruts Vegetation in Road Surface Modular Grid Pavement Erosion Damage Weeds and Brush Condition When Maintenance is Needed Trash and debris exceeds 1 cubic foot per 1,000 square feet i.e., trash and debris would fill up one standards size garbage can. Debris which could damage vehicle tires (glass or metal). Any obstruction which reduces clearance above road surface to less than 14 feet. Any obstruction restricting the access to a 10 to 12 foot width for a distance of more than 12 feet or any point restricting access to less than a 10 foot width. When any surface defect exceeds 6 inches in depth and 6 square feet in area. In general, any surface defect which hinders or prevents maintenance access. Weeds growing in the road surface that are more than 6 inches tall and less than 6 inches tall and less than 6 inches apart within a 400 - square foot area. Build -up of sediment mildly contaminated with petroleum hydrocarbons. Erosion within 1 foot of the roadway more than 8 inches wide and 6 inches deep. Weeds and brush exceed 18 inches in height or hinder maintenance access. A -10 Results Expected When Maintenance is Performed Roadway free of debris which could damage tires. Roadway free of debris which could damage tires. Roadway overhead clear to 14 feet high. Obstruction removed to allow at least a 12 foot access. Road surface uniformly smooth with no evidence of settlement, potholes, mush spots, or ruts. Road surface free of weeds taller than 2 inches. Removal of sediment and disposal in keeping with Health Department recommendations for mildly contaminated soils or catch basin sediments. Shoulder free of erosion and matching the surrounding road. Weeds and brush cut to 2 inches in height or cleared in such a way as to allow maintenance access. 1998 Surface Water Design Manual O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. to.. Of MOM C1MMO 11 • RATS three TRACTS 13 1 er • BENN T 7340!0 ,. RIVER IDE OM _3 IUrnSI l.t Mfg I.073 11 — .. . ,sue _ ,..-- •— •,•,'_.�. 4444 n 19 19 VICINITY MAP NOT TO SCALE FIGURE 1 s • RESIDENTIAL DRIVEWAY CURB CUT PER TUKWILA I.D.C.S.DWG RS -8 SEE DETAIL THIS SHEET 6"19 • '8")' 23.8 W10E• ASPHALT. RO) 1 _ _ �5�� Aimu ' -- S 0 • 00 E 0 �' NNW �r��a� — 155.79' G q N90 QO'00 "E aw . EAST FLANGE BOLT RE HYDRANT .110N: 25.6L (20' WIDTH) C83 EXISTING VERTICAL GRATE: 21.78 C81 CURB & GUTTER IBM: EAST FLANGE BOLT GRATE: 23.14 FIRE HYDRANT IE: 20.79 C84 ELEVATION: 23.16 GRATE: 21.83 � arm %� IE: 18.88 G CB2 GRA • 23.06 1E: 19.22 SANITARY MANHOLE RIM: 23.04 I : 16.17 — EXISTING 6" PVC SIDE SEWER STUB —OUT 5 ■2.00* 10' DRAINAGE AND UTIUTY EASEMENT ADJOINING & PARALLEL TO THE DRIVEWA • EASEMEN PROPOSED EASEMENT FOR PRIVATE DRIVEWAY, U11L11ES AND STORM DRAINS INSTALL 360 UN. FT. (MIN.) OF DRIVEWAY INFILTRATION TRENCH PER DETAIL ON SHEET 2 SITE PLAN FIGURE 2 SCALE: 1 " =40' UTILITY LINE LEGEND 8 "W EXISTING WATER MAIN S EXISTING SEWER MAIN OH EXISTING OVERHEAD UTIUTIES EXISTING STORM DRAIN G EXISTING GAS MAIN r .. 21 20' TEMPORARY CONSTRUCTION EASEMENT IN FAVOR OF VAL VUE SEWER DISTRICT EXPIRED WEN SEWER CONSTRUCTION WAS COMPLETED. SET PK NAIL & FLASHER #22594 IN ASPHALT 0 0837 =-. = SOLID U0: 19.24 C806 GRATE 19.06 IE 16.66 ONCRETE 40.00' 28 , l 29 CB38 GRATE: 20.12 IE: 16.45 — SEWAGE PUMP STATION VAL —U —VIEW SEWER DISTRICT POINT "A" FOUND & HELD RE TH CAP #19635 PROPOSED 20' UTIUTY EAST f �- FENCE 0.4' WEST �--- PRO �OSED 10' UTILITY z 0 PROPOSED 1" 200 PSI POLY WATER UNE ON PROPERT ESIDENCE INF1LTRA1 Eft DETAIL ON SHE' FENCE AND ASPHALT ENCRC FOUN WITH D REBAR CAF (NO R.O.S. FOUND) 0.24 WEST do 0.49 SOU' 40.00' '531477. — HI S E POINT "B" ;!Y : 7,!.�;n;n:g7;f,?:`Cy,.,, Doak Homes, Inc. S. 116 St. June 17, 2003 VI. APPENDIX Conveyance Facility Calculations Downstream Storm Drain As-Built Plans r`N A B 36 - r114;Qt?, Peak Flow, Q =CIA Manning's Equaton Calc. attached storm frequency (year) peak flow Q (cfs) velocity (ft/sec) flow depth (feet) 2 25 100 0.11 0.27 0.32 2.72 0.25 Average Runoff Coefficient Time of Concentration reach slope k length velocity time (min) gutter 1.00% 20 120 2.00 1.00 total 1.00 Average Runoff Coefficient area C CxA pavement 0.11 0.90 0.099 0 0 0 total 0.11 0.099 SURFACE WATER RUNOFF CALCULATION RATIONAL METHOD -1998 KCSWDM Conveyance pipe proposed 8" CPEP, S =0.70% Sub -Basin Area (acre) = Average Coefficient, C = 0.90 0.11 Time of Concentration = 6.3 minutes The proposed pipe is a 8" CPEP using 0.70% slope is adequate Peak Rainfall Intensity storm 24 hour peak frequency precipitation unit peak rainfall (year) (inch) rainfall intensity 2 2.0 0.54 1.09 25 3.4 0.80 2/3 100 4.0 0.82 3.27 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 1MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: Doak S.116th St. Comment: CPEP pipe from CB6 to CB4 Solve For Actual Depth Given Input Data: Diameter 0.66 ft Slope 0.0070 ft /ft Manning's n 0.012 Discharge 0.32 cfs Computed Results: Depth 0.25 ft velocity 2.72 fps Flow Area 0.12 sf Critical Depth. 0.26 ft Critical Slope. 0.0056 ft /ft Percent Full 37.56 % Full Capacity 1.07 cfs QMAX @.94D 1.15 cfs Froude Number 1.12 (flow is Supercritical) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 :fri'o:7' :sag _J ' TABLE 3.2.1.A RUNOFF COEFFICIENTS - "C' VALUES FOR THE RATIONAL METHOD General Land Covers Single Family Residential Areas Land Cover C Land Cover Density C Dense forest 0.10 0.20 DU /GA (1 unit per 5 ac.) 0.17 Light forest 0.15 0.40 DU /GA (1 unit per 2.5 ac.) 0.20 Pasture 0.20 0.80 DU /GA (1 unit per 1.25 ac.) 0.27 Lawns 0.25 1.00 DU /GA 0.30 Playgrounds 0.30 1.50 DU /GA 0.33 Gravel areas 0.80 2.00 DU /GA 0.36 Pavement and roofs 0.90 2.50 DU /GA 0.39 Open water (pond, lakes, wetlands) 1.00 3.00 DU /GA 3.50 DU /GA 0.42 0.45 4.00 DU /GA 0.48 4.50 DU /GA 0.51 5.00 DU /GA 0.54 5.50 DU /GA 0.57 6.00 DU /GA 0.60 . Based on average 2,500 square feet per lot of impervious coverage. For combinations of land covers listed above, an area - weighted "C A," sum should be computed based on the equation C x A, = (C x A + (C x A + ... +(C„ x A, J, where A (A + A2 + ... +A„), the total drainage basin area. TABLE:3.2.1 :C kR :VALUESFOR >T USING THE RATIONAL METHOD Land Cover Category k Forest with heavy ground litter and meadow 2.5 Fallow or minimum tillage cultivation 4.7 Short grass pasture and lawns 7.0 Nearly bare ground 10.1 Grassed waterway 15.0 Paved area (sheet flow) and shallow gutter flow 2(7. 0.65 TABLE 3.2.133 COEFFICIENTS FORTHE RATIONAL METHOD "i EQUATION Design Storm Return Frequency a b 2 years 1.58 0.58 5 years 2.33 0.63 10 years 2.44 0.64 25 years 2.66 0.65 50 years 2.75 0.65 100 years 2.61 0.63 1998 Surface Water Design Manual 3 -13 3.2.1 RATIONAL METHOD 9/1/98 SECTION 3.2 RUNOFF COMPUTKlioN AND ANALYSIS METHODS FIGURE 3.2.1.A 2-YEAR 24-HOUR ISOPLUVIALS 2 , c' .,• • . .C.:Ye, VII.. • 9/1/98 2.0 WESTERN KING COUNTY 2-Year 24-Hour Precipitation in Inches lACI•L • C V \ 1 p f...IV• $.•• \ OA et" .KING COUNTY PIERCE COUNTY 1+ZN • '` vaaAkhisd.k.i-tat' rwato4th 4 Miles 3-14 •••=2==*T" /1 SHOHOUISII COUNTY KING COUNTY • V cl" CV cv 413 • \-- 1 3.5 1998 Surface Water Design Manual SECTION 3.2 RUNOFF COMPUTA . _N AND ANALYSIS METHODS FIGURE 3.2.1.0 25 -YEAR 24 -HOUR ISOPLUVIALS 3,4 It 9/1/98 WESTERN KING COUNTY 25 -Year 24 -Hour Precipitation in Inches \ m : • ® it no•11, .JYIiTCi.�aY .1"' 'KING COUNTY PIERCE COUNTY 0 2 4 Mlles 3 -16 ▪ CO toe A-- 5 SNP HOY1511 COUNTY KING COUNTY 5.0 S.S S � 4.5 1998 Surface Water Design Manual z ~ W Q Q • � J U U Q W = CD - t-- W 0 2 LLQ cn = �W z = o . z I- uj U C) O 9 . O I- W W H O .. z W 0 z FIGURE 3.2.1.D 100 -YEAR 24 -HOUR ISOPLUVIALS Yf D1•• • Q .' • ..T WESTERN o° KING COUNTY 100 -Year 24 -Hour Precipitation in Inches 1998 Surface Water Design Manual ••••.rr K 0 COUNTY PIE CC COUNTY 0 0) 4 Miles 3 -17 '`• ( L 0�• 3.2.1 RATIONAL M OD COUNTY COUNTY 6.5 6.0 5.5 9/1/98 • Part A: (To Be ; Completed: by Applicant Purpose of Certificate: l J ❑ Building Permit ❑ Preliminary Plat or PUD Other Loi hi-; C 4�J 1.1->S vid 4 CI Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Dcc rryj Doci Phone: ,Zpb -- 3- —2w70 Property Address or Approximate Location: Tax Lot Number: 35'0 5 S. i/4 f`' - 073300 — /al if Legal Legal Description(Attach Map and Legal Description if necessary): it — 13/ Part B: (To Be: Completed by SewerAgency) 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 4 `/ size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 5i1 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ re, t a. District Connection Charges due prior to connection: GFC: $ �S d SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ID May be Required , 1 c. Other: C TLo4 )a be el c fe.i—rs -ti tied q 7 ' S rN e. o�' e - 0 a � o � ec /) vim', $ � ,• 'ss,Y'�ss;2f;�t * ;; Title I 4 4 • 14816 Milit Road South P.O. Box f 50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 RECEIVED COMMUNITY DEVELOPMEN CERTIFICATE OF. SEWER'AVAILABILITY /NON - AVAILABILITY; • . ' ,. .. .. ..,,. ....'ter. `.... .. — .. WI Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fry, e date of signatur 4 1.? 173 Date i PVC 3 —OUT :2.00% ENT IRIVEWA' EASEMENT EASEMENT E DRIVEWAY, 1D STORM DRAINS f'0 LIN. FT. (MIN.) OF ',..NIFILTRATION TRENCH DETAIL ON SHEET 2 1EGEND OH--: 20 20' TEMPORARY CONSTRUCTION EASEMENT IN FAVOR OF VAL VUE SEWER DISTRICT EXPIRED WHEN SEWER CONSTRUCTION WAS COMPLETED. SET PK NAIL & FLASHER #22594 IN ASPHALT n s .WATER MAIN CB37 SEWER MAIN C(11 in I In• in \. H vv I GRATE: 21.83 IE: 18.88 ! LLL VF■ 11U1\1: M+( OH 0R_ • 'EXISTING-CO 23.8'WIDE • A 20.00' z 0 0 co I POINT �FOUNI PROPOSEiD 20' FEk PRO PROPOSE POLY WA 4• v I FENC -P 1RESID1 PER D 1 (75 LI FENCE I QND A FOUND RE (NO R.O.S. 0.24 WEST 20_00' I _ S POINT SUBSCRIBED AND SWORN TO BE ORE ME ON IS CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at '3 So S S / /tins T 7-"/'i for the purpose d application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. - EXECUTED at � \— (city), 1 s (state), on (2 Ce (C -r> , 20 _T-1 g y / /r ' : )ate -G ( 5 (Print Name) / /F/ 2 - Z 6 71i v P 5', LAB al i C1' 1 `%s Y Er J tly (Address) -, '' 1 1 OTC i r - ...eve._, 206 .2 `/6 —' f 7 .2 3 72 ^2 2 S'O e ., • w : (Phon umber) pu p1.1G z �/ 0- t (Sign ) Orr this ,y, p rstkially appeared before me E ./ - to menown to be the individual who executed the foregoing instrument and acknowledged that be /sltc signed the same as Ward voluntary act and deed for the uses and purposes mentioned therein. aM DAY OF C NOTARY PUBLIC In and for the State of ashington residing at My Commission expires RECEIVED 6�VE OPMENT , 2003 CITY OF TUKWILA BOUNDARY LINE Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADJUSTMENT/LOT Telephone: (206) 431 -3670 FAX (206) 431 -3665 RECE nNSOLIDATION E tukplan c�,ci.tnkwila.wa.us �tUY JUN 2 6 2003 APPIJCA`T1i�i', NAME OF PROJECT/DEVELOPMENT: S // 6 74 Si. S. 4.. A . LOCATION OF PROJECT /DEVELOPMENT: Give street address or, ifvacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBE.RS 38a3 - ; / /6T'`.5rieca7 Tor 7 33oo - / 2 s d /A 073300-13° 7 7 330 0 -- 13/ Quarter: W Section: _L Township: aZ 3 Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: 7DAaity DaAK Address: / /8 / - Z‘ AvC• S. W , kill .9 8/16 Phone: 2 - 6- /6-66 FAX: 20G- 296 6597 Date: 6p 2 G Signature: > c/ast FOR STAFF USE ONLY Sierra Type: P- BLA/LC Planner: File Number: k 0 3 ..- 0 39 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA BOUNDARY LINE Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADJUSTMENT/LOT Telephone: (206) 431 -3670 FAX (206) 431 -3665 RECE nNSOLIDATION E tukplan c�,ci.tnkwila.wa.us �tUY JUN 2 6 2003 APPIJCA`T1i�i', NAME OF PROJECT/DEVELOPMENT: S // 6 74 Si. S. 4.. A . LOCATION OF PROJECT /DEVELOPMENT: Give street address or, ifvacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBE.RS 38a3 - ; / /6T'`.5rieca7 Tor 7 33oo - / 2 s d /A 073300-13° 7 7 330 0 -- 13/ Quarter: W Section: _L Township: aZ 3 Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: 7DAaity DaAK Address: / /8 / - Z‘ AvC• S. W , kill .9 8/16 Phone: 2 - 6- /6-66 FAX: 20G- 296 6597 Date: 6p 2 G Signature: > c/ast Check items submitted with; application : Information Required. May be waived in unusual cases, . upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (4 copies). 3. One set of all plans reduced to 8 1/2" by 11 ". 4. Application Fee — BLA in LDR $250, other zones $450 -- Lot Consolidation in LDR $75, other zones $150 PROJECT DESCRIPTION AND ANALYSIS: ✓ 5. Vicinity Map with site location. / V 6. Clearly establish status as legal lot(s) of record (per TMC Title 17 and RCW Chapter 58.17), showing all known easements and encumbrances. 4 SS GCS' co K S {M p P ✓ 7. Provide any required maintenance agreements, easements or other documents ready for recording. o w IIG 4 5 Piaa - 7 Z NA. 8. Provide King County Health Department approval if there are any septic systems on site. Items 8 through 10 NOT required for lot consolidations or BLAs without vacant lots 8. Document sewer and water availability if provided by other than the City of Tukwila. ✓ 9. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. N A 10. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland or geotechnical reports. RECORDING DOCUMENT: a template is available from the City in AutoCAD format 11 (a) The recording document must meet the King County Assessor's recording format requirements (letter, legal or record of survey format). (b) Drawing must include a graphic scale, space for the City of Tukwila file number and north arrow. It shall include the elements listed at TMC 17.08.030 B. ✓ (c) Provide legal descriptions of all lots before and after the proposed changes. V (d) The recording documents must include signature blocks for the owner(s), Short Subdivision Committee, Assessor, and Recorder. V (e) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). RECEIVED COMMUNITY DEVELOPMENT arl^':s9.'t?ez?'^!"m' +',T; tr>e r: x% c,..:' �!', �,. getu+»: r. e" ��" ey*' y, Y: t. �w. aer, �s"..;• vwa.., n: s..v...:: r..,.; �., uy�•, �t aew;<; Y�.: kva" Y,`.? yx34?rw�r?2aR3NNy*��"'�,'..�,¢a Check items submitted :. with application Information Required May be waived in unusual cases, upon approval of both Public Works and Planning V (0 Show existing and proposed utility easements (water, sewer, septic drainfields, power, natural gas, telephone, cable). V. (g) List total lot area and average width of each proposed residential lot. V (h) Dash in required setback distances from all parcel lot lines. NA (i) Show any required fire access lanes a nd turn - arounds per Fire Department standards. a.ucr y Liess 74AN #50 La rb ej /� NA (j) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Ai o S AZ v C.14jrs CT 014 S/ riz SENSITIVE AREAS PLAN: NOT required for lot consolidations or BLAB without vacant lots %.1 i; (y c.; ■ 4C v. �. 12 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. . 0 (c) Show all trees over 4" caliper, indicating those to be retained. 4 (d) Show proposed lot and tract lines. CIVIL PLANS: NOT required for lot consolidations or BLAs without vacant lots 13 (a) Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". V / 1 � (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. V (c) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity cabes, invert depth, valve locations or the like are needed. ✓ (d) Storm drainage design at least 90% complete, which meets the TIR and KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. V (e) Locate the nearest existing hydrant and all proposed hydrants. Nilf (f) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. IV (g) Plan, profile and cross - section for any right -of -way improvements. ✓ (h) Show planned access to lots, driveways, fire access lanes and turn- arounds. N Pr (i) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. ,/ (j) Show proposed lot and tract lines. Total existing lots prior to lot consolidation. 3 Total lots in this Boundary Line Adjustment/Lot Consolidation. 3 Total acres in Boundary Line Adjustment/Lot Consolidation. O . -- Overall density (Units/Acre). l- GROWTH MANAGEMENT ACT REQUIRED INFORMATION RECEIVED COMMUNITY DEVELOPMENT t•IM�� -., �...!'. i; XRe! Y�" a?} wy.?: P. Sf.' n! 9AviM: A;= 1r^. te% 3W/ 7. SnY, ri" 1t7T ?F. x�^ n: Mr! e2�! ma,-. v.,+ n. r. v.. k: Y^ wa..,. nremr. 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HLYA OOH 0039 .1Z X .0/1 135 0301 101 1130 545 0 11115 0.43 5317111 'AY53SY0 AYA1d 1101 11063653 0350/00/ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 aN3aT1 x2A2lns 1000.3 010-2 305 L1111 : 3 10'05 *Rd 310•03• AW15N0 0 CCTI a IOU 0.010 tIO 1105 501YA313 1**ILM 7LL110 1 1710314 1SY3 7101 MLDC a ,ITC 3151 181 (31V3) (53) (SS) (1rrld) T • File: L03 -0039 35mm Drawing #1 -13 z 11.1 6 0 0 0` co 0 w =. J 1- U) u_ W0 J� IL Q 2 Ci Z �. 0: Z wW 2 0O. 0 CI I— W W 2 0: Z V =: H O Z 20040526900006 Telephone (206) 4314670 FAX (204) 4314615 tukpistelitukwile.Wadre BOUNDARY LINE ADJUSTMENT NUMBER L03-039 NW 1/4 OF SECTION 10, T23N, R4E, WM LAND SURVEYOR'S CERTIFICATE . . . • • .' , I; TIMOTHY I.. SCHRIEVER Mgistered is a land surveyor by the stets of • Washingion, certify that this plat Is based on an actual survey of the Ind " : described herein, conducted by me or under supervision; that the distances,' courses and angles are shown thereon comic* and that monuments other than those monumsnta approved for setting at • b ri iter date, have bee set and lot • . • comers slaked on the ground u depicted on.the plat • . • • . Chair, Short Subdivision Committee 1/8/2.eair DATE . COUNTY ASSESSOR'S APPROVAL . • 'Examined and approved by the Department Asseosmsnts thisj,‘Aclay • v . • NI0111+2. 1)0J'Adt.ebH KING COUNTY ASSESSOR DEPUTY KING C NTY ASSESSOR RESTIRICTION AND CONDITIONS: 1. AU. UT1UTIES. INCLUDING BUT NOT UMITED TO. POWER. TELEPHONE AND CABLE SHALL BE PLACED UNDERGROUND PER CITY OF TUKWILA ORDINANCE. 2. AN ADDRESS POST SHALL BE PLACED AT THE INTERSECnON OF THE ON-SITE PRIVATE ACCESS ROAD CLEARLY USI1NG THE ADDRESSES OF PARCEL 13 AND C Al THE TIME OF BUILDING PERMIT ISSUANCE FOR PARCEL B OR C. 3. THE PARCEL • C RESIDENCE MUST BE WITHIN 150 FEET OF SOUTH 1111111 STREET UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. RECORDING NO. 2,004052(0 900 0640 RECORDING CERTIFICATE Flied for record at the request of the City of Tensile this1(r day. ni , 2004 at_lMinutes pest_a_6 and recorded ki . Volume f7 2- • of Stsrekeif , on page ?S ,Recorde of • King Conty, Washington. Directordting nty -BentrDirociuf,-Kng n - • Department of Rewords and Elections , IDspertment of flacon:Is and Elections P.O. Boz 2598 WOODINVILLI. 'WA 98072 (425) 466-1088 • BOUNDARY LINE ADJUSTMENT NO. L03-039 DOAK HOMES INC. 11812-26TH AVE. S.W. Burien, WA 98146 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and awned by The Short Subdivision %styrenes and hereby celled for Sena Dist tl:day ofMAY, 2004. • • City' of Tukwila )• • • Department of Community Development. • • • • • • : : • • 6300 Bouthaenter Boulevard Tukwila WA 68163 . LEGAL. • DESCRIPTIONS„ PRIOR.' TO 'BOUNDARY LINE . ADJUSTMENT' TAX PARCEL' NO.. 073300 -81125 ..• • ' ' . . " . • .„ .. . . . . . . , . . • • - • • . . . • . • . • • . . . . That •porton of.Seation 23 North, Rang. 4 East. W.M., dosarbed as - fatlowe , • Beginning. at the Northwest' comer: of sold': SecUon .10; : • .. .. Thence South.1168.60 feet:to a stone'manument set as the initial point of land raleased,by Ada H. Bennett to the-Duwomish•Investment Company on August.7, 1913; . . Thence East 1312.88feet to a line between Goveniment Lots 5 and 6' Of said Section 10:- . - . : . Thence South, said lino, 60 feet the South line of the P.14. Western Rood (5.116th Street)'; • • • and the True Paint.of Beginning of vthe• tract herein described; '..* , • . • • .. . •..• • :Thence lost, along sold•road, 50 fast. to' a point hereinafter designated as Paint "A•; • • - • • '.• ... .' Thence continuing East biong.sold toad. 60 fest: - • - ' . . • ' " : . .. • . , •Thence South 00•0410.7". East to • the South•Ilne of: the 3.78 . oars Tract Seed by Henry C. Valentine and wife to 'James M. Mitthill'on Dooember. 29. 3 . . .68; • . .. . , . , .. . . Thence South' 11953'48.6" West along said South :One. 60 feet to a point South 00'0410.7" East •. ' 249.13 feet' from •point "AhIch point is•toreinaftsr designated ow Point "B't ' ' : • ' . • . thence continuing-alang.said South line 21.67 feet •to the East•line of. the Puget Sound - Eleatrio.. • . RaNway.right of.was• . .' . .• - - • ' . . . • .. . • • Thence .Northerly along said right of was' 284.03 feet to the South line. of said P.K n .Wester Root ' • '," • (S.116th Street); - • • • . . .. . . , 'Thence'last alonsf'sorne the True Point of Beginning:. ' • •. • . • ., • - - , . .' - EXCEPT•that portion. the lying Easterly .of a line 'drawn from. Sold Point 'A" to•said. . • . , Pont' n "B"; " • ,-' . , . . • .: . -, - . ,• ,-, . •„.. , • , .. ', .•-• .• .. •, • .. .. , • EXCEPT the East 60 feet-thereof. .. • -.,:.. , •• • • .. ...." ' • ' • - ..„. . v v . .. . • Situate In the County of .:State. of Worthington: ....' . , . ' • • .. ' . . . :(ALSO •KNOV84. AS Lot 26. of Bennett's interthbon-Tracts,:unrscorded); PARCEL B . - • .•..•' TAX PARCEL NO. 073300-0130' V, ., • , . . .. • • ' The Easterly 60 feet of that portion of•SecitIon-10. Township v :23 North. Range 4 East, W.M.. described as follows: Beginning at the Northwest comer of. isold'FctIce .10: •'. . • * ' ' • * • ' ' Thence South 1 feet to a stone monument set as the initial point of land released by Ada H. 'Bennett to. the Duwarnish investment Comp 1 y on .Aunust• 7, 1913;' • • Thence East 1312.86 fest• to a line.betwoon levernmen't Lots 5 and 6 of said Section 10. .• Thence South. along said line. 80 feet to th.; South line of the P.H. Weston+ Rood (5.116th Street) and the.Tfue Paint of Beginning of the track heroin described; . ' - . ' Thence East, 'along said road., SO feet• to °Focht hereinafter designated as Point "A"; ' * . Thence continuing East along •sald.road. 60.(..t , • • - :* ' . • Thence South 0011410.7 East to the South's sine of the 3.75 Geri Ned by Henry.C. Valentine and wife to James U. Mitchell an Decomberi:.29, 1116S: . Th ' t ence.South 89'53'46.8" West along .said uuth lino 60 ' feet to a point South 000410.7' East • . 249.13 feet from point A. 'which point is ireinefter designated as Pont '13" . ; • • Thence continuing along 'said South line 21. 7 'loot to. the East line of the Puget Sound Electric .. Railway right of way; . ' . ' i V . • Thence Northerly along sold righi of waif, lis'44,../.1 trot to the South sins of "said P.H. Western Road. (5.116th Street); . • . •_ , . , . Thence East along some 95.79 fest to•tith irrue P..11.t v at Beginning; ' - . • • ". - •• EXCEPT. that portion thereof lythg Easterly st a line drawn from said Point •"A" to said .. „point 13; - . v - * , . . EXCEPT the East 20 foot thereof. Situate in the County of King. State of Washington. (Al.S0 KNOWN AS Lot 27. of Bennett's interorban Tracts, unrecorded): - TAX • PARCEL NO., 073300-0131. ' - . : • • . e ' ' , . .The Easterly'20. feet of that portion. of Sscifosi. IC. Township . 23 North. Range•4 East..W.M.,*describ . d •. - • • • as follows: . • ' • ." . 1 v - ••. ' • . , . . ; Beginning at the Nortriwest-corner of sold •Ici ., l 10; - . : ' " ''' • ' ' ' . Bennett to the Duwamish InUestment ii. iwi August 7, 1913. Thence South .1168.68 feet .to stone mant set as the Initial point of•land reisased by Ada H. Thence.East 1312.86 feet to line.between Government Lots 5 and 6 of sold Section 10; .' Thence South. aiong.said .1Ine. 80 fait • to Ws' South !the of the P.H. Western Road (5.116th Stress Strait) ' ' and ' the True • Point of . Beginning . of the trac).. herein described; • - .. . . *thence East,-along said rood.. 60: feet to a Wait hersinatter..desIgnated as Pont "V; . , . Thence•continuing East along said road. 60jfeet; , •,: . . - .. , • . . . . Thence South 00'0410.7', East to the Scut/1.11ns of the 3.75 acre Tract Deed. by Henry C. Valentin... and ' wife to. James' M. Mitchell' on. December' 29, 1568; . . . • Thence South 69'53'46.6" Welt along said South line 60 feet to a point. South 000410.7' East. ,*. • 249.13 fist from .poInt .e, which' point Is hereinafter designated as•Point '13'; . Thence continuing along said South line 21.87 feet. to the East line• of the Puget Sound Electric • Railway right of way; , . •Thence Northerly along said tight' of 284.03 feet to .the South:line of sold P.H. Western Road. ' (5.116th Strait); ' - ' :' ' • ' • ' . . • Thence East atong.earne 95.79 .feet to the :True Point of Beginning; • ' ...: . - EX i EP t... T r that portion H ththeof'bia o'Easterly of alina drawn from said Point "A' to s P ' aid : ' • . . . . ., • Situate in Use- County of King. S . . State of .Washington. ' . ' . . . . (ALSO KNOWN AS the:West half: off..ot.28 of Bennett's Intel: rbatt . Tracts.. unrecorded): • .. • ' •• . . . . . . .. . . . .. • . . . . . . . . • . . . . LAND • SURVEYOR'S CERTIFICATE This map correctly represents a survey ninety me or .. under my direction in continence1th the requirements' , • of the appropriate State and County Statuteond Ordinancle and WNO-130432490 In November 1003..• " Certificate Mad ALLIANT - ENGINEERING & LAND SURVEYING. INC. FlivrITIT) I1K111:11)111 111111 11111:111111)F1 v • / • 9 1. I) 01 It oi INO1 I I.1 1.1.1.i1. )11.)J(1.frikliP. • • , DECLARATION . • Know ail minty those presents that we, the undersigned. owns) in fse note Mtn land herein . described do hereby make a Boundary Line Adjustment thereof. The undersigned further declares this Boundary Une Adjustment to be theqrsphic represennon %mid Boundary Um Adjustment • and the same is men with the free consent and in scoordsnos with the dasher:inn mow(s). In witness whereof we have set our hen(*) end seel(s). • • • ij / l• if( vz cf DARRYL E. DOAK SR.,Preeiden Doak Homes, Inc. STATE OF WASHINGTON ' COUNTY Of KING I certify that I know or have satisfactory evidence that Darryl Doak is the person who appeared before me, and sold person acknowledged that he . signed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the president of Doak HOMO% Inc., O . Washington corporation, to' be the free and voluntary act and deed of such party for the uses and purposes therein mentioned th the instrument. Given under her and official seal this ) day of PgAt 2004. *Nista Public in at.tfilti the State of Washington, residing at tr".LM r- 0.0 Appointment expires: • VICINITY MAP NTS No& PORTION OF THE NW 1/4, SECTION 10, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON DATE 04/09/2004 JOB NO. 03003 SHEET 1 OF VA SIDE ' SEWER EASEMENT LEGAL DESCRIPTION That porten of Section 10. Township 23 North,•Range 4 East, WM., desorbed as foliose Beginning at the Northwest comer of said Section 10; Thence South 1168.66 feet 'to a stone monument set OS the eltid point of land released by Ada N. Bennett to the Duwarnish- investment Company an August.7, 1913; Thence East 1312.66 to a lire between Gmernment Late 5 and 6 of sold Section 10; items South, along said line 80 feet to the South Is of the PM. Western Road (S.118th • Street) and the This Point of Repining of the !root herein described; . Thence East, along said rood, 60 het to a point hereinafter •designated as Point 'A"; Thence continuer" East along sold road, 60 feet; • • • Thence South W0411 East to the South tine of the 3.7b owe Tract Deed by henry C. • Voientine•and swife James ht. MUNN on December 29. 1868; Thence South ar5347 Wei along said South lire 60 feet to a pint South 000411" East • 249.13 feet from point "A". 'Mich point M hereinafter deiisted as Point V; Thence continuing along said Smithies 21.87 feet•to the tart NMI of the Puget Sound Electric Roliwoy right of wog • Thence Northerly along said right of way. 284.03 feet' to the South line of said PM. Western Road (S.116th Street • Thence East along some 95.79 feet to the True Point of Beginner; EXCEPT that portion lying Southerly of the ioIIoug descrbed line . . Beginning at the Northwest comer of said Section '10, Tamil* 23 North, Range 4 East, S.M.; Thence South •116466 feet to a stone monument mt.°s the initial point cif. land released by Ado H. .Bennett to the Outweigh Westmont Company an *Must 7. 1913; • • Thence East 1312.86 fest to a line between Gowrnment Lots 5 and 6 of sae Section 10; Thence South, along sold line, 80 feet to the South line of •th. P.N. p Western Rood (S. 116th Street); Thence East.. .along UM South IN of said road, 60 last to a point hersinbefore designated ors Point "A"; Thence South 000411 foot, 129.88 feet to the •Trus Point' of Beginning of this line '1r desariptiorn Thence N9170000114 22.00 het • • Thence S7653'02'0, 68.97 fest to the East luvi Of the Puget Sound Electric Railway right of • way and the termination of this line 'e•deiscription; ' • ALSO EXCEPT that portion lying Easterly of tim following desated Beginning at the Northwest corner of .sold Section 10, Townsi**23 North, Range 4 East, W.M.; , Thence South1168.66•feet to a Mons monument eat as the WWI point of. land reiemed by ' Adalt..Bennett to the Duwarnieh investment Company on•August 7, 1913; Thence East 1312.86 feet to a line between Government Lots 5 and' 6 of said Section 10; . Thence South, along said Ms, 60 fest to the South line of the PM. Western Rood (S. 116th .Street); :thence test, along tive'South lee of said rood, 60.1eet to a point hweinbefore designated as Point 'A';, ' Thence South onor. East. 129.68 feet; • • Situate In the County of King. State of Washington. TUKWILA BOUNDARY: LINE ADJUSTMENT 0 NO. L03-039 LEGAL DESCRIPTIONS AFTER. BOUNDARY LINE ADJUSTMENT PARCEL A The North 65.50 fest of that portion of Seethe 10, Township 23 North. Range 4 East. W.M., described as follow Opening at the Northwest comer of soM Section 10; Thence South 1168.66 feet to a stone monument set as the initial point of land rimmed by Ado H. Bennett to the Lewanith Investment Company an August 7. 1913; Thence East 1312.86 feet to o line between Goveenment Lots 5 and 6 of said Section 10; Thence South, along said line, 80 feet to the South lee of the P.H. Western Rood (6.116th Street) and the True Point of Beginning of the troat herein eiseorlbect Thence East. along said rood, 60 feet to point hereinafter designated as Paint • A'; Thence continuing East along sold rood, 60 feet Thence South 0004'11' East to the South line of the 3.75 owe Treat Deed by Henry C. Valentine and Mk to James M. Mitchell on December wine; Thence South 81115347' West along mid South line 60 feet to a point South 000411 East 249.13 feet from point "e, which point is herelnafter designated as Point V; Thence continuing along said South 21.87 fest to the East Ms of the Puget Sound Electric Roilwa eight of wa Thews Northerly along said right of way, 284.03 test to the South line of mid P.H. Western Rood (6.118th Street); Thence East °twig same 96.79 fest to the True Point of Spinning; EXCEPT that portion thereof lying Easterly of a line draw from laid Point 'e to said • Point V; • TOGETHER W7H AND SUBJECT TO a private road easement for Ingress, egress, utilities and drainage along. over ond under Um East 22.00 feet of the North 129.88 foot of that portion of Section 10, Township 23 North, Range 4 East, W.M., described as Mon: Beginning at the Northwest corner of mid Section 10 Thence South 1168.88 feet to a stone monument sot as the initial point of land released by Ada H. Bennett to the Duwarnieh investment Company an August 7. 1913; Thence East 1312.86 feet to a line between Government Lots 5 and 6 of said Section 10 Theme South. along said line, 80 feet to the South line of the P.N. Plosion) Rood (6.116th • Street) ond the Ins Point of Beginning of the tract herein described; Thence East. along aid rood. 60 feet to a point hereinafter designated as Point "A"; Thence °anteing East along saM rood. 60 feet Thence South 0004 East to the South IN of the 3.75 as Trod Deed by Henry C. Valentin. and wife to Jame* IL Mitchell on December 29, 1116Th Thaws South 89•5347 West along sold South line 60 feet to a point South °nor East 249.13 feet from point A. which point is hereinafter designated as Point 'V; • Thence continuing icing sold South the 21.87 feet to the East line of the Puget Sound Electric Railway right of wenc Thorlco fki ( kali .ofd right of rep. 254.03 feet to the South One of we P.N. Western Road (6.116th Street); Thence East along wane 95.79 fest to the True Point of Beginning; EXCEPT that portion thereof lying Easterly 01 0 line drown from mid Point "e to sold • Point 'V; • • Stuate e the County of King. State of Washington. • • • • Thence N91700 22.00 feet Thence 57615302W, 58.55 Met to the to the True Point of Beginning of this line 'Y description: - Thence N260806'W, 66.92 feet Thence N12'40150, 67.14 feet to the South line of the P.N. Western Road (S. 116th Street) and the temination of this line 'V" desorption; PARCEL 4, ..• 0 • • . • • " That portion of Section 10, Township 23 North, Range 4 Erre. WM. described as Wows: • Beginning at the Morthweet comer of said• Section 10 • • Thence South.1168.66 feet to • stone monument get as the' initial point of land released by Ado H. Bennett to the' Damien* investment Company on August 7, 1913; Thence East 1312.86 Net to a line between Government Lots 6 and 6 of sold Section 10 • Thence South, along •soid line, 60 fist to fthe South'ilne of the P.N. Westin Rood (5.115th . Street) and the This Point of Beginetkig elite tract Wen described; . Thence East. along said road. 80 feet to a point hereinafter designated as P int "A"; • Thence continuing East along »d rood, 60 feet; • • . Thence South 000441 East to the South line of the 3.75 con Tract Deed by Henry C. Valentine and 'wife to James M. Mitoime on December 26, 1668; Thence South 8913347 West along Wid South ilne 60 feet too point South 000411 East 240.13.4est from point "A', which•point M hereinafter designated as Point "V; Thence continuing along sold South line 21.87 feet to the East tine of the Puget Sound Beide Railway right of Nay; Thence Northerly along sold right of way, 284.03 feet to the .South One of sold P.H. . Western Road (S.116th Street); Thence East along same 95.79 feet to the True Point of Beghe • inco . EXCEPT that portion. thereof lying Easterly of a line drawn from sold id Point • A • to • said • Point V; . • EXCEPT the North 66.50 feet thereof, • . . ExCEPT that portion beg Southerly of the foNowing deecrbed line . Beginning at the Northwest corner of said Section 10, Towel* 23 North, Range 4 East. WM.; Thence South 1188.66 feet to a stow monument set as the initial point of land resoled by Ada H. Bennett to the Ouwainish iniestment Company on gigue 7, 1913; • thence &tat 1312.e6 Net to a line between Government Lots 5 and 8 of said Section 10; Thence South, along said Ms, to feet to the South lino of the P.H. Western Rood (S.•116th Street); Thence Erset, along the South line of said rood, 80 feet to a point hereinbefare designated as Point "e; • ' Thence South 000441" East. 129.68 feet to the True Point•of Beginning of this line description; Thence. N90130'00W. 22.00 feet • Thence S76153'02W, sew feet to the East line of the Puget Sound Electric Railway right of way and the ternrinaUon of this line desorption; . TOGETHER 10114 AND SUBJECT TO a Private rood easement for ingress, prem utilities and drainew alon6. OVIT and under the test 22.00 feet of the North 121.613 feet of that portion of Section 10, Township 23 North, Range 4 East, WAL, deetebeld elo follow= Beginning at the Northweet owner of mid Section 10; Thence South 1168.66 feet to a stew monument net as the initial.point of land released by Ado H. Bennett to the Duwamleb 'Allotment-Company on August 7. 1913; Thence East 1312.86 feet to a lir.,letereen'Governrnent Lots 5 and*6 of mid Section 10; • Thence South, along said line, BO fobt to the South line of the P.N. Westin Road (6.116th Street) and the True Point of Beginning of the tract herein describect Thance East, along said rood, 50 f to a point designated as Point "A"; Thence•South 0004t1. to the South line of the 3.75 acre Tract Deed by Henry C. Valentine and wife to James M. Mitchell on December 29, 16611; Mono. South 89•53'47 West along said South One 21.57 feet to the East line of the Puget Sound Electric Railway right of Ng Thence Northerly along said right of way, 284.03 feet to the South' line of said P.M. Western Rood (6.116th Street). Thence East along some 95.79 feet to the True Point of Beginner° Situate in the County of King. State of Washington. • 0 0 • • • • SIDE SEWER EASEMENT AGREEMENT A non-exclusive perpetual Side Sewer Easement ow. across. alang,•in, upon and under that . portion of lands as shown' on the attached Boundary Line AdjJiment Mop is granted to Parcel . • A. 8 and C of the herein Boundary Um' Adpshmint subject to the following covenants and conclitione . •01. This easement Is farther sole purses' of the'construction. use. and maintenance of a ids • • sew, together with the right of ingress and egress for such purposes: • 2. Routine mointenanse and repair costs of the aide sewers conetructed within said Sift 5114111f • Easement shall NAM sole.reeponsiblity of the owner(s) of the lot serviced by the aide mow; unless the side .sewer .15 jointly owned and/or used by two or more lots. The •maintenance/repair Pets for any iris sew jointly owned and/or used by two or more lots will • . be divided equity between the..) of lots using the side sew.' . • . • . 3. The amount and two of maintenance to be performed Co any Minty used side Dew within this easernent•eirall be determined by majority vote of the lot owners' using the side *ewer. . Each lot shall how one vote morass' of the. number of owners owning any lot. The side • server(e) shall at MI times be -maintained adequately to provide the necessary wastewater „conveyance to the Public Sew System in South 116111' Street. . 4. The herein easement and agreements may be amended only with.the written agreement of • the owner(s) of Parcels A. 43 and C. • 5. When soid•maintenonce is performed within the easement. the disturbed land area shall be substantially returned to their condition prior. to such maintenance. •:: eamment • t shalt run with the land and shall be binding on all parties having or - ocquirinn,any . f,„title, or interest h the land described herein or any part thereof. . • • • . • - ,f2D.ocioS21, 9codo2 x/. 172 P. ISO" P.O. BOX 2598 7100DIIIVILUIL WA. 90072 (425) 486-1055 01 - 0 - frifyriplmpi 1.11:11.11•1 101 ritrnfil 1.111111 Li 1 1 • • . 1 . . . , • • •„ :• • - • • • 41 • • • .•• • '•••••••.- • -• '• • • • • • • • •••elli.t. • • • . , „ •is .. It I. • 1 1101 ; 9; r 1•• ,i„,iit.i.„, • . That portion of Section 10. Township 23 North, Rape 4 Emit. W.M. deembed 0. Mew Beginning at the Northwest comer of mold Section 10 Thence South 1168.66 fest to a stone monument wet as the Initial point of land Mewed by • Ada H. Bennett to the Thewarnish Investment Company an August 7, 1913; Thence East 1312.861est to a line between Government Lots 5 and 6 of aid Section 11% Thence South, along sold line, 00 feet to the South line of the PH. Western Rood (6.116th • Street) and the True Point of Beginning of the tract herein descreed; Thence East. along sold rood, 60 feet to a point hereinafter designated as Point "A"; Thence continuing East along said rood, 60 feet; .Thence South 000441" East to the South be of the 3.75 owe Trod Deed by Henry C. Valentine and wife to IL Wheel an December 29, 186Th. Thence South 11653 West along said South IN 60 feet to a point South 009411' East • 249.13 feet -from pint 'e, WW1 point le hereinafter designated as Point V; Thence continuing along paid South line 21.117.feet to the East line of the Puget Sound Electric Railway right of way; ThenoeMortherly along said right of way, 264.03 feet to the South line of sold P.H. Weston Road (6.116th Street); .1 East along some 95.79 feet to the True Point of Beginning; . .100:EPT that portion thereof lying Easterly•of a.lins. draw from said Point "A to sold Point • • • • 0 0 • • EXCEPT that portion lying Northerly of the following described line: • • .0. Beginning at the Northwest, comer of said Section 10, Tormehip.23 North. Range 4 East. WM« ' Thence South 1188.86 feet to a stone •monument set as the initial point of land released by ' • Ada H. Bennett to the Duwornish investment Company an August 7, 1913; • Thence East 1312.86 fest to a Ibis between Government Lots 5 and 6 of said Section 10 . Thence South. along said line. 80 feet to the South be of the P.H. . Western Rood (S. 116th •Street); Thence Emit. along the South line of said rood, 60 Net to a point hereinbefore designated as • Point !A"; • 'Thence South 0004"11' East. 129.68 feet to the True Point. of Beginning of this line descripUon; • Thanes N90000WW, 22.00 feert• • • • . Therms S7633020, 66.97 feet to the East Pewee the Puget Sound Beattie Railway eight of . • way and the termination of this line description; • . TOGLIHER VillH a private •rood easement for ingress. egress. utilities and drainage along. over . and under the East 22.00 feet of the North 129.58 feet of that portion of Section 10, , • Township 23 North, Range 4 East. W.M. described 001011Ni • • , • Beginning at the Nortbeset corner of sold Section 11% • • • Thence South 1168.641 feet to a .stone monument set as the Initial point of land released by ' Ada N. Bennett to the Duwarnish Investment Catnap on August 7. 1913; . Thence East 1312.118 feet to a ilew between Governrnent•Lois 5 and 6 of sold Section 10 . : Thence South, along sold lee. 60 feet to the South the of the P.11. Western Rood (6.116th Street) and the True Point of Beginning of the tract herein elseareed; • Thence East, ding so•ri•mhi,li0 Met to a point designoted as Point . Thence South 0004'11' Eat to the South line of the 3.75 care Tract Deed by Henry C. . -Vdentine and wife to - James M. Mitchell on December 29, 188B; • Thence South e9634r West along said South line 21.87 feet to the East IN of the Puget •• , • Sound Electric RoNway right of was .• • , Thence•Northerly along said right of way, 284.03 feet to the South line of sold P.14. Western . Rood (6.116th Street); • Thence East along some 95.79 feet to the True Point of Beginner; Situate in the County of King. State of Washington. • ALLIANT ENGINEERING dc S LAND SURVEYING, INC. PORTION OF THE NW 1/4, SEC 10 , T23N R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON BOUNDARY UNE. ADJUSTMENT CITY OF TUKWILA FILE NO, L03-039 DOAK HOMES INC. 11812-26TH AVE. S.W. Burien, WA 98146 OWN. BY: 11.S CHKD. BY: ILS DATE: 04/09/2004 SHEET: 2 OF • 3 AELS PROJECT: • 03003 .. TUKWILA BOUNDARY, LINE - cs3 IBM: EAST FLANGE BOLT EXISTING VERTICAL GRATE: 21.78 FM HYDRANT . CURB k CUTTER 20.38 • ELEVATION: 23.18 0 C82 GRATE: 23.06 IE: 19.22 .' PRIVATE SIDE SEINER EASEMENT . FOR THE BENEFIT OF.LOTS A. * C • • AND SUELECT TO THE DOE SEVIEft . E‘SEMENT AGREEMENT ON SHEET 2 OF 3 , . . . , FOUND = cONcRETE MONUMENT 114 CASE. ; NEW LOT LINES . SURVEY LEGEND SET 1/2 x 24- IRON ROD V41111 YELLOW CAP STAMPED "ALUANT 22594 ' 111 FOUND MONUMENT AS SHOW14 . (PLAT) BENNETTS INTERURBAN TRACTS (UNRECORDED) (SS) SCHROETER SURVEY (REC. NO. 8110199003 VOL 29. P. 137) (CS) CRONES SURVEY (REC. NO. 9803129003 VOL 120 P. 80) (CALC) CALCULATED BEARING AND/OR DISTANCE UTILITY LINE LEGEND WW EXISTINC1 MAW • • • • • S "MING. SEINER MAIN . SET PK NAL & FLASHER 02594 IN. ASPHALT • DEMING OVERHEAD UTIUDES • • • . • ' Q . • ======= EXISTING STORM DRAIN • • C oCIS71NO OAS MAIN •• • • • LOT' WIDTa- LOT WIDTHS' AT FRONT. BULDING SETBACK LINE 114.15 • . 1. ; N INSTRUMENTATIO FO ' FOR THIS. S OVEY WAS A NIKON TOTAL STATION DIM' A-10, SERIAL: NO. 540312; 2. PROCEEDURES•USED VERE F1ELD.1RAVERSE. 3. PRECISION ;FOR THIS SURVEY EXCEEDS THE . • STANDARDS SET BY WAC. 332-130-090. • • • ; 4: THE LAND' SHOWN. ON THIS SURVEY MAY BE • • . .. SUBJECT TO EASEMENTS,. COVENANTS Of • • RESTRICTION OF RECORD%NOT•SHOWN HEREON.. C1937 SOLID LID: 19.24 Nks: ‘1% GRATE: 19.06 IE: 18.66 • • • NOTES: 1. THE TOTAL PARCEL AREA IS 24,080 SQ. FT. 2. THERE ARE NO •EXISTING STRUCTURES ON THE SITE Cart ate Na. • 22594 6 Ut , LAND SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me' or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance and WAC-130-332-o90 • •r■ April of 2004. 10 C838 GRATE 20.12 IE: 18.45 • • ,Zoo4 1 R 157 • . ADJUSTMENT 039 .• b • !7 '• -4 4 14. . 111s1 r. ": """ . S OUTH "116TH STREET p.s.10E.Asm. • ... . .40 . . 0 - 19090 . 00 . 1''' O ' orTr . 40.00' • -41- . - 40.00 -1 7 - • 40.00' !POINT 'A' - I • ' ; • • WOUND & HELD'REBAR ' .. • I 1Th CAP #19838 . 1 __ C85 IOLO.S. VOL120 P.120) REBAR wn l i Pil co p ME:IC g 1 2 . 9 e ..! 0.12 EAST, 0.08 SOWN °ammo LOTS iINES ot.o.s. 1/01.120 P.160) 1 R NE NE BEFIT OF PARCELS A. 8 AND C 1 an n eoRot HPRIVA ls : N R O OAD . 20040503000 INGRESS, EGRESS. OTTUTIES MO DRAINAGE FO l z lz 'FENCE 0.4' 1 I OF I UNE , I lz . lz - i - g. lg. IS IS Ir. 1:.: l't II 281; 1, 1 ge Ig ..-, 29 I 30 31 ,, 32 , • . •. • , FENCE ON PROPERTY UNE • , • . . _ AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C MUST BE ATHIN 150 FEET OF SOUTH 118TH STREET. • I • UNLESS OTHERVASE APPROVED BY THE PTV OF TUMULI.. I t O ) FENCE AND ASPHALT ENCROACH 2.7 FOUND REBAR VETH CAP 9635 • r (NO R.O.S. FOUND) 0.24 VEST k 0.4. SOUTH 20.00'1_ 4o.a0 40.00' NE19 S S S 4o.cce 28ELOY f_ 40.00' FOUND REBAR MIDI CAP 129537 0.15• VIST. 0.11' SOWN (No R.O.S FOUND) BUILDING SETBACK. LEGEND 049111/UM SETBACKS TO PROPERTY LINES) Z \ , FRONT YARD SEIBACK 20' MIN. A SECOND FRONT YARD 10' MIN. 1 SIDE WO SETBACK = W REAR YARD SETBACK - 10' MIN. - BUILDING SETBACK LINE I. FOUND 1 IRON PrE (R06 VOL29 P.137) (ROS VOL120; Kisco HELD FOR SOUTH UNE 0.11 NEST OF CORNER ' I • " . 40.00• 270.36 (PLAT)(CALC). N139•3214E 239.0r1) 33 34 ' FOUND REBAR • Valli CAP #29537 aei eat 0.40' NORTH (NO R.O.S. FOUND) NI191347 90.38(SS)• 49.07(05) 40.oc• 50.36(PLATXCALC) FOUND CONCRETE MONUNDIT INN BRASS CAP IN CASE NOT USED (HO ROS REF) VISITED APRIL 2003 GRAPHIC .SCALE ( DI YISE ) 1 Inch 30 ft. PORTION OF THE NW 1/4, SEC 10 , T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT CITY OF TUKWILA FILE NO. L03-039 DOAK HOMES INC. 11812-2611-1 AVE. S.W. Burien, WA 98146 i I BASIS OF BEARINGS: V PLAT OF BENNEVS s ',„ INTERURBAN TRACTS 5 r4 • FOUND CONCRETE MONUMENT VATH BRASS CAP IN CASE AT INTERSECTION S. 117Th ST. & 401H AVE S. (REF ROS VOL 29. P. 27) VISTED APRL 2003 '3131 (CILCXSS) N1991441 (MEAS) OWN. BY: TLS CHKD. BY: 115 DATE: 04/09/2004 SCALE: 1* 30' SHEET: 3 OF 3 AELS PROJECT: 03003 ..-.■.....■•■■■■ 6 r 41: II).23 NC.04.15.4 SN15.4 'STING GROUND 'A • • • ' AD•GENTgRUNE; 24 22 20 16 1 12 10 8 6 4 10+00 DESUED____ DRAM CRECIED UI r. TM UI f 0005 -- \ ... • OWN 'WS lb 0 010 .•••••• '''... , .../.•• ...,24. 2—. — ...., TIT-mcgt.ai.,er _ __....,..-"="% :.—,,-:,-7.------- _ ... r1 ." . ".....••••'*•••••• ' ..r , "' ....•-----. 7: \ . .,,/'. ASY/IALI ..... * FIOADWAY .........._......, • , •400/ ..' . .......-• .''' . ....)1 1..... • ''', ,/ ,--•••'.• .......i•T ..., .---- ...------ , ,-- __,..-------- " 1 . ,,,;....-'-- V .-i■•*" LEKX rots I .... _4./ I ---' ■ ' .-. ,....,... 4••• ...1" I RENSON ... ..... ...... • ... " • ' I • ADJ0- INN.21313 ' I2CG4C.N • i l 12 . CONC W.15.4 .INA mat MS, "' • ; , • ...... • • .. .... • . • ..... • • • . .... • Ill 11+00 COISI 1011,1 • 0 .. • DATE onAttootsto east • EIN. • NO sAsottnr CONC. .... • . ...... ro .... . • . • DY APPT • • .. . ... . . .. 3521 : . NO 8E4AI% • .. . • ............... . : ' • : : : : ' : : 12+00 ••••• ••••4 .. ... ... .... . .... • : l'E lb , • ... 18 OP i• 16.38 127'1E.. 13 95 .. • Unginote:u<3 Piu .... '10tveyiN Penhallegon Associates Consulting Engineers, Inc. 1511 TrIl. Mood Soak 10410.J, WI 011003 •,..p.Ncenva turn 141. (475) 02/.2014 I -IOC MOS (AN (42E) 017-tC41 Kirklood • Fod•ool Woo • Clo Chun • EP. : SIST.41 • 13+00 - • ' 1 al LF 12' IN) 1 . .... . . . 4P• 13+00 35J0 FY:: TAB *N9or ....... --t • .... . 4 ...... 3 cP•ict . • • ........ • 0-1 •J:ANITARY •SEwpR • • , . • ..... ...... ...• • ...... WA.TERourr. • • • ',12Z4PEPAL1 .... CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 CK0SC 001JSri ...... • .. ... ' • E TOP 4 15,04 uric 1E69- .................. ... 3806 VY-.18.8. • • • BSMT • .. ..... = ... — .12?ileW12:64 1-142T-C2EP: O. • • • • • FIElD DO 82A-D 14+00 161131DICE MORN/MON SURV. CPU FEE: 0111SR \MEV DK DAM: NGVD 1929 .... 258: LP: i Tr 1 : 1 (r(1111 - 1 - . !TITritlif11:11.111:1:11111:111111:1 1 1,11)111.111.11f1111:11.1)1 1 ' • 6 ...... .... ......... • . : . ... CPEP .. ..... - . ' „ ..„..„ • •/ I. „ . • . • - . • 9 1 7 I 19 1111 II IllI till 110 111101 11111111 11.1II.L1 1111 1111. ill11111 1111111(.1111 1111 1.1.1.1.t1.11 11111 Iii.11.11 1111.1111 1.444414444414.41 • 41 .1141144•44a,....=.....,,,,,..._.......„....... • GRAVEL ... CAN AYE/ MOP .. ' 0:0.09% ..... 7777 " • : : ... ...... ........ NOUSE JUNI il.R..16.6 NO UASENENT • .... 0 j .. 6 15+00 HOUCC j3 FAA. FIR. NO SACCO ... .. 8 ..... GRAPHIC SCALE 20 0 10 20 ( St WRIT ) 1 lash • 20 14.4 40 NOTE: ALL CATCH BASINS TO HAVE VANED GRATES. NOTE: ONLY STORM DRAIN SYSTEM WAS AS-BUILT; ROADWAY IMPROVEMENTS WERE NOT INCLUDED. AS BUILT Penhallegon Assoc. Consulting Engineers, Inc. DATE 1/14/03 FIELD CREW: RG/DB FIELD BOOK: 82A DRAWN V,C DATE JANUARY, 2003 DUWAMISH AREA IMPROVEMENTS SCALE -.S STREET, STA 10+00 TO STA 14+80 1".20' H/1"2 v STORM DRAINAGE AS BUILT PLAN MB BUDDER 02055•03 OWG 00. P026729IASS14*q shut SD-1 ti 11 1 . a 14 z 10 SHOP 8 •6 4 DE9CRED WW1 ___ (NECKED •••••,■... 15+00 HOUSE /3011 NO BASEMENT • • • 0815' • " '''' • " ''''' ' • FF •••20.? 140.1151.14 • ...... ......... :::::::: : ............ ...... ... ......... 1811: : No B61.11" ..... • n ...... F!. xruce / ' • • • • CAR- PONT ItChtt MtT.S : : ......... ..... 3813 0 as • : : : : : : : : .......... • 3818 13?1T:4• 2.9: gent IWO HOUSE /3813 nN. F1.R..16.2 NO BASEMENT .... .. ..... ABANU 0160 DAV 1 • 1.4 HOUSE •31319 FIN. EI.8..10.3 NO BASEMENT 0166 I „L I 1 0166 I I. „r jril .. ................1: .... i •l :' : . . ::: • • .. I ....... ' • • ' • ' ' ” ' ET :•:.lp 8 • • ....... . .. . — 771 .... ••• •• • .... •: 1::340 ....... .... : : : : : I NP: '151. : • : • : 1 . ..... 1... ......... : ..... : : : .... A 82 :18941 :•1 128 ....... I i 1111/ I ' ■• 1242 • t542L - ............ • ... ..... ......... I ... • •• ........... • • • .• ••• • ... • • • ..... • • • . • • . , . .. . DAZE BY • 18+00 : ... ..... 0170 GARAa . • • • 171.00 Haim 01809 5111. $1.8.417.2 BASEMMT.2.7 CHAV/3. ....... ..... ........ • -I I \ I l 8 m H LINE 10+00 4 8 g 81)-3 ; ' . j : . moo,: • F. ;!1.P. • i'f ..... . ' ......... ,3834 . I ......... . i4e4-4-1 srcro .• ...... . • :". ........ . ....... . 17+00 -10 iij I— EnylneerIng Plcfnlif Survilinq ) Pernhallegon Associates Consulting Engineers, Inc. — ?SC shit. St,nt South Klotiond, NA .1110.1.• oh....rocouthrt cum 01: 1:20) 67/-zoin 1 4 Inc (470) 055-54.3 . Kl/Mnind • Waal WAY • CIS Elam I • . ....... , .:.: .. ...... mod .... • • ' ...... I' I • • .. ...... . ....... ........ I ' ........ ........ • • •ii" osmT. ilo • ::::: :::::::: : ... ::::: ' ,... .. • • ...... .... ... . : ::: ii• • " " " ...... : ...... .. ...... ... 1 1-• ... • • 1 ?? 7 . L . F : -- . : .fr 7 T. 7.. . T. ...... c •fr, Ell, 4E1 ..— --- ---7--7 . • ....... 62: 16 1 1.3 N 12'. C •• 4).57.. • • • , • • • • • • • • • • . 12' IS • 11.53 (OUT W/: A OUND1L1D MARj.ss Ja.,sk_.....__ I ....._ .._ 22LF• . •2 OPII o 4 00%-r--..- , .. ............ .., .....• . 777.7777 - 7.7 c° 2A-TYPt ---,,,,-;.-__;_. ' • • : .........,._...........4.,...,...„.„.., ......... . ,..,• ..., . •, ._.••:__•:„.......____.. ,• , , ....... • •.: ::, :: • :: :::: ::: ...... • ." • • • • • • 18+00 , . • 14 1, l'il 1 11•111,1111 1•11.11:1'11 • Inch . .'1/16" • • • 61 • 14 ." 91 II 1III 1.111.1.1.11 1,I1111114 iii1 iiii4(1.01.1111).1 ' CONS, 0221 • • • .... • • NOISE /111100 555. F1.0..19.0 8ASEMENT.11.8 ....... ..... ".. ..... ......... • • ........... • • '11809: CITY OF TUKWILA 6300 SOUIIICEN TER MVO TUKWILA, WA 98188 0201 • 0t.K SWIM ............... DO— . ..... ..... ........ o• •st J., 114.15 19+00 REFERENCE 911 ARON FELD An: 82A-0 IOWA. EPA FI: 0111SRVitt ND AC DAWN: NGVD 1929 ......... DATE JANUARY, 2003 _ SCALE H/1"=2' V . . " • L..• .. • ... • ..... • 0182 SHED 0181 • . . ..... ... . . .... ..... . . ...... .... . ............ • • • . • . • • . : • • . : . NOM II' (611:8112 II FM. Wt. NO BASES CARAG1 MOUSE /11 r9 /1.11,1 NO BASEW OEM L 018C NOTE: ONLY STORM DRAIN • • SYSTEM WAS AS-BUILT; ROADWAY IMPROVEMENTS WERE NOT INCLUDED. • ....... :7"••••:":77. 7777:7 14 • 18 12 6 AS BUILT Penhallsgon Assoc. Consulting engineers, Inc. DATE: 1/17/03 FIELD CREW: B0/013 FIELD ROOK: 82A-.0 DRAWN: 51.0 DUWAMISH AREA IMPRO"EMENTS 14+80 8 118TH STREET TO 19+0o 30TH AVE. STORM DRAINAGE AS BUILT PLAN GRAPHIC SCALE o tO 20 40 ( In YSIT) 1 lush • 20 hot MI MAWR 02055.03 095 NO p02872$2AS01.1 SNSET SD-2 or 11 CC 2 3. CC CC -CC DESGNE0 DRAWN 01EOCED 16 14 2 121 • ....... • 10 0 .... ....... ...... • N 19+00 "t, . 1 I' CAA) • w/ SOLD LID (T11.) SUN to SOIAli 1 TYPE II 48' fi 13 TYPEN 48 CONC. • ....... ......... 0176 NOM •lt42. PH. 1111,15.0 NO 811SE0ENT / cAn Pcar ............. • • • • • .............. • • ........ : : : : : : • : • • " • • Ii O 3 ........ : 0 9 • • ' " .... • ' "" • ....... • ................ • • • ......... • : ........ ......... .. ' .... ' " : .. ... • .• ...... . I • . • 9111904 lee= 04/44/41 I Items 01/00. 200 ACIMER 02055.03 DK AO. P02672S3ASULA343 SIECI . S0-3 or 11 • • ...... • 20+00 ................ • • • .............. 3901 . Fr :4:1. DATE BY g" t,ZryPE II, :4a T • 3.7 18 it: t ::11r. 18 : :9.19 w • 111 : • 9.19 SW 9.09:SE : : : • • LP '••• 12"•cp.en .1 ... 27 • • • in I . ... . . . APP MATCH LINE 19.00 • SEE alavt10:1- ,ARAit • )6 CPEP • • , • • • • • 1 • • • • .5.514 • ... • • . • . • • • • . • • • .... ... • • .... : • " : .4' . .... . • ' • ' • - - \s. 12 TIPE • • • • ......... • ....... • 21+00 I I ... • . ..... i ..... /16 •• ' 1 r .. a..1 : MP. 856 . . .... ... ... ...... .. ; • • • . . . r • • • • ......... I • • ........... • • • • • ..... • • . • ■ 1 /39tG • ruz..18.0 NC OAACVENT CONC. ' • 1 . FF. :•:(16:a . " • • • NO•135477 1 ...... • • 1:09.03erinti 1.131rtimi tituv,,A4) .....%) "A 4;6'1- ' r i'A'.‘: ' 4 ' 17 , 3t1;: " ‘ CC C'4 I '.' 41i0*4:1-rur •••••1.v.,,•.11. J...4; -,' ,.. . 0. - . ( Penhallegon Kirkland Associates Consulting fngineers, Inc. ....., (475) U7/• !,:f.1 /11:40#/f • Foma rl Way . Cie Cur, • GRAVEL 22+00 • • ...... • ......... HOUSE •3924 FLR,17.11 NO OASCIOCNI• • ...... . .... FF • 17.6 .... ...... CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 GARAGE 7 • • ....... • ......... • , • ... • • • • • • • • • . ... ........ ........ . ..... .. ....... . i . . .. ... ... sor. E .----- i • . 2' 1B • 10.81 N 1 • • • • • • MAIN 1„ 44 • 0, RI • la" T.- D.95. E;19.. • . • ' I: . .12-ie.....12.o.2..N.• . .. • .. • 111**w .. 13:72 W,S • ' • .....--i- 22 LF ill" CPEP• 0 908 • 1 : . • • • : .W/ :R UND :UD: . ' • : .. , . , 14/1281ED . 08 17) T : ...... ' . TO • 14.15 . I . .... . ' • : ' " : . : : : : : : • : : .. : : : : : : 12 If •711:45. 'i . ... .. . . . ... .. ... : • " • ... I .. ........ . r .... .. .. .... . . . .. : .. 23+00 • • . • • • ........ ... ...... • RUCHENGT iNFOI0JATIO4 l• ID BOON: 82A-D AIRY. CVU CU: 011161617t1.0 04818 11041 1929 1+00 132.Ls'. is' CET ....... ........ . . ..... ..... ..... : : . . • ......... . .... . . riff I 1.i.1'.1:1 1[11111'1 I [1111111.11 I 111111,11 inch . '14 • •• 51 ' • 61 . • 4 4;1 ut , s .. • • . . . IL -:- r.: . ,•11 1111 1111.1111 11.11. III 1.111. lit! (.11.111.1.1.1111 1111'1)11,1111 Il 1 Ili' 1.1.1.1 .11111 111,1.110 IPIC1 ) ) yr // / 1 ,/e/ , SEE Et1 DAIS JANUARY, 2003 SCALE 1"-20'1-1/1"=2 SEE SHEET 8D-5 • • ...... 0120 i ir S kft.4 " 1 4 4:•0 NO BASCAIRT1T . .. ........ I .... • . : • • • • : • . • • . .... : : .. : : • : • 012 ................ .. .......... . ... • ....... ........ ... ..... ....... . . ... .... ...... : . : ... : : • : . : : ....... ' • . • • • • . • .. • . . .... . . . . .. ... . . • ...... I : . : ... . ... . : " " • : : • : . : : : • • ; .... • • • • • • • .... • • • ......... 18 14 12 10 8 8 2 GRAPHIC' SCALE 20 0 .19: 20 1$ PUT) 2..1. • 20 firilt AS BUILT Perthellegon Assoc. Consulting Engineers, Inc. OAT1: 1 /17103 WI 3 CREWS WOG Fl!'. 3 20010 82A-O DY. VLG 24+00 DUWAMISH AREA IMPRO /EVENTS - STA 19+00 39TH AVE 8 TO 23.1-, S 117TH ST STORM DRAINAGE AS B!. LT PLAN 40 NC ONLY STORM DRAIN SY-A WAS AS-BUILT; ROADWAY IMPROVEMENTS WP:zE NOT INCLUDED. j. IC 2.55:E ?4 r %SIGNED MAO NEM 12 ::::::: . • •• 10 8 8 ......... • fiENSICti :7.77:17 .. • ... . . . ..... . ....... " " ' " " ........ ..... . ..... . 4 . ..... ........ ...... .............. .... • • ... ' : : : : . : : . : • ........ ..... . . .... . ) .... . • • • • . • • • • • • • • . • ....... . • • ........ • • ..... I • • ....... • • ................ .. • • • DATE 12 E.:.r.1155.2.7. SR_ 22 1 ?7 CEP :1 '117 • • • • • • • • • 127 E :15.74:w ...... . ........ .... . : • ...... ... : . . : : VT ' ' • : : : . : . . : 1+60 2+00 3+00 4+00 APP I ........ . : ........ . ..::I.. . Kmjittecting Phoning Stovuyirly .....) Penhanegon Associates Consulting Enolnoors, Inc. no Valh SOW South Patlownl. 10. VIM: mwspimmegri... rto; (1T5) 1 I. Ng. 74d-1M! 10; (4n) 1327- Kkhlend • Fodor., My • CI* EMm • B isk r?PE1 . Top ... 4.70.. . : : : : . 71.2 lir IE '; 33:65 K : :12!:I :T: 1440'N 2": is ?. :13,45 s : : : !: ;4:::—:24 .•-•' 12' OPE)" " ' ' • ' •01.00% ..... ' ' : : : - '■."t1 4F: . 17 ii,'0, . .. . 12!: I . ; . cB • 11178,.1 TTPE . 1 • • • • 2 12' ,CPEP • • .1271:#::1121: : .. .14,06 W " " • • 12". IE TOP ..... ........ • 8 1 :1 .. . ... : : : : : . : • : : • ...... ... . ... . : : : . . ......... ...... ...... • • ...... ' ...... • • • • 5+00 ; 1 I 1 1 II) 111 11'1.1111111,11111111j11.11:1111-1-11T1111111111 11-1111.1:1411111111111.110 .1 1-. I inch' i '11113 1. • • ' 1 - 51 6 1 .:" LN"kiLlli• a: • g I A, £1 t il ° , I S P t wbi I11 1111111111 11111111111111111111111.11:11111111111111111111.11f11411111110111111111111111111_ 11■••■••■•■•■■••■••■•■■■. CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 . ......... 7 .. .. - • ls.to ... E '13.10 W :12 IE : •1 :12:02 :11 • • • :WI:139q VP' • • • • • MARKED 7 99AIS 7 • RETERENCE FEW ROO 82A-D SURD. CM Su: atusawEv.om DAIW: NOM 1929 • • ...... • ... E .... .. 1 : - • • ... ter 6+00 DATE JANUARY, 2003 SCIE 1"-20/1/1"..2/ 0 ..... ••• . . 14 AS BUILT Penhalligon Assoc. Consulting Engineers, Inc. OAT& 1/17/03 787.1.12 COM: PG/D8 FIELD BOOK: 82.A sno.WN: V•C NOTE: ONLY STORM DRAIN 18 SYSTEM WAS AS-BUILT; ROADWAY IMPROVEMENTS ..... 18 WERE i !OT. INCLUDED. ... DUWAMISH AREA IMPROV.=.MENTS ; STA 1+60 TO 6+50 40Tt AVE S STORM DRAINAGE AS 1:11 PLAN --••••••••03e.41016M■sy—• GRAPHIC SCALE 29 10 20 ' 40 • !2sieizi= ) Isee At 20 tut Il10 01/111/06 Joe TAAMER 02055.03 WG HO. PONtSitASett.ut NET SD-4 or 11 hrl 18':CIP.EP.:0:0.41* 40TH AVE S __. •1.---- / ■ DESIGNED J DRAWN •'�"� ONEC(EO Sf 4 7 +00 MOON DALE Ay 8 +00 APP 10.18: E)' 8;38 (N; S) • 121 CPEP 0 1;1 • • • 9 +00 Engineering Plnnninq Surveying Penhallegon Associates Consulting Engineers, Inc. ,@o S:.111 SI,.r•1 %alb nrll,ry, WA UM •• .d nenp,lawn Mt (1)'!) W77 -7711 1- Dee- VI'v_W0E r'AY: (177) e77..AW] r WW•.nd • F.d.7.1 W.y • Cre ENm I!I 1 III I hIIII Irfsfi 111 (IIILI Inch • 1118 , rc, • :„ L' R Lr J, .ii �I ti I t� . � . ZL �l • nl NH 111 IILII .I�1_1I CITY OF TUKWILA 6300 SOUTHCENI'ER BLVD TUKWILA, WA 98188 10 +00 REFERENCE NFORDADCN FIELD 00011: 82A -D SARV. CPU FED: 011ISRVWEV.0 DAMN: NOW 1920 1, 1 I I I 111 111 i I I I ITI'I I I. I I Ii.is11 I I ( I i I �� 6 I I I i I I I I,I •I 51 I I.1�" , .. r �.. •�. 4 i1 • Z .. • I. NO 111111111 111111(!1 IIIIIJjll III,II11)IIi1111�ii�i(NIT!(! ,IIIl11I11111110111__.. 11 +00 DATE JANUARY, 2003 SCALE 1"-20'11/1"=2 NOTE: ONLY STORM DRAIN SYSTEM WAS AS- BUILT; ,--L1 ROADWAY IMPROVEMENTS WERE c'OT INCLUDED. 3/ le 14 12 10 8 6 20 DUWAMISH AREA IMPRO \r•..MENTS 40TH AVE S STA 8+50 1 ".) 11 +50 STORM DRAINAGE AS BU1'.T PLAN GRAPHIC.', SCALE 0 to! 2e (011712 ) I Feet . 20 IAN AS BUILT Penhallegon Assoc. Consulting Engineers, Inc. DATE: 1/17/03 FIELD CREW: RO/DO FIELD DOCK: 82A -0 DRAWN: VI,G JOD NWYOER 02065.03 0A0 N0. P02672SSASOE I.d.9 it 0 11 SD -6 DF 11 : It 3 „ 77:7: 7777 20 ...... ...:......... 18 14 2 10 8 8 4 . naco DRAMT CHECKED 1 . . . . . • • 1 7 7 7 7 . CO 5 11 +50 I!' 4 HEE j T 8 -7 ... ..... . . CB. 31 ' TYPE :II : 48' ..•• ::•• 12' 'it - •10.78:(W) ERisT. •: . ...... . : ... 12'1E.:8.I9: E):j: :: .... .• ;T : IE "- :0:09° N _ . :_;.... :......... ....... .:• 18 : TE - ;7.09; S E ) ,:::.. .. 12 +00 DATE • } BY wi...:: .:..._ _ 77_77... APP D T ., . . : . ,z LT: =: te - CpEP: a o:OJx .... :0:•;•1.05* '1.10DEC 4000 ' ' � ,.. Q .1 ... ..10: IE .d 7.94: T): • • 18'• IE •• 7.79 • IN ,,; —. .GT 0K1 °•�: To:od'• . • . f I : C0433,: TYPE:IL:54' 7 .,_.1 '- -101be .. . 9.08 ::30: 'CONC 10 ( XISTNG)::: ::: : ;..:..'. ": _._._.._ _.. _........__._ .............. _:.:. . ... ......... .. .. 7777.. • ....:.... ... .. .. ....... . ... ..... . ...... . ...... ... • .. ........... _ _ ... • _7777... .._ .. ...... .................... 13 +00 / / • 777 .. .. .. .. . ... • KI Land • federal W.y • CI. Elun1 Enginuudnq Pluming Survey nu Penhallegon Associates Consulting Engineers, Inc. • 7e s:dn a Sot, mn WA 9du )3 „ .wau•wn ro,n Pill (47d) e::7 -IDN l...nno.,1Yn4Un FAY: (4») 1117 -:O43 EXISTING DRAINAGE NOTES 0 CONNECT EXISTING 12' SD FROM NEST. REMOVE EXISTING SO TO N, S, & C Q CATCH BARN. AND PIPE TO REMAIN. Q REMOVE EXISTING CD AND PIPE TO NW FILL EXISTING PIPE TO SE W/ CDF 0 PLUG EXISTING 12' SD TO WEST. ADJUST TO FINISHED • GRADE AND INSTALL NEW FRAME AND ROUND UD MARKED 'DRAN QS EXISTING CATCH BASIN TO REMAIN NOTE: ALL.CATCH DARNS TO HAVE VANED CRATE UNLESS OTHERVASE NOTED. —: 7 77_7_... _ _ ..... • 3 +00 CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 AS BUILT Penhallegon Assoc. Consulting Engineers, Inc. DATE: 1/,7/03 FIELD CR[W DO/DE FIELD BOOK: 82A —D DRAWN. VLG GRAPHIC SCALE 20 0 10 20 40 ACCEDENCE NFIXWA110N FEIC 000(: 82A -D SJHV, CPU IRE: 0111SAVREV.DY,G (GTtas'f) 1 lack • 20 foot 0AN4: • NOVD 1929 DAZE JANUARY, 2003 SCALE 1"-201 I 20 14 1 lessens m /npn 1 JOB NUYOCR 02055.03 DAC N0. P025l2S6ASBLT.d.R SLEET SD -8 or 11 i iEtlii.ii .IIiu JJ Y I.Iis III1.�IiX II 1 Inch %1116 ; 1' r C.l �i�V1 i• 9L Y £L' Z I I LI I I I [LI I I ll!iIlLU 1111111 I I I t 11111111 11,111 : 11T11111 4 5 . 61 • Z I w0 111!1!!11 111111111 LILI�1lll 111,1 I!IIII.III�IIIIIIIII 1L,lllllll�lllllllll�lllll._. NOTE: ONLY STORM DRAIN SYSTEM WAS AS- BUILT; ROADWAY IMPROVEMENTS WP RE NOT INCLUDED. SD -2 5+00 1 •ny WWI. DUWAMISH AREA IMPROV7 40TH AVENUE S. STA. 11 +5 : TO END STORM DRAINAGE AS BUI: T PLAN 20 • I., 1,1 ........ 18 •• 14 DESIGNED__ DRAWS CHECKED C c• ..... • • • S V C.1 • ..... • . . .... : : : .. ... . ..... . : . ..... • • ... . • • ....... • ..... • • C . ,' , \ \ ii\ #4x \ kO\ .,.....' 1 / \ \ 1 4 \ \ \ \ \ I \ f•\ \ \ 1 1 4 4 CU 151.14.14.52 :E .4 N \ • .................. • . • ........ ..... ... RE1,1901 • ...... . : : : ' : • : : . : . . . . . : : : • : Vo -r 2 3 • .. : . : : : " " • : CONC. 0 820 SOVI1 RM. IE 30 547.5 12 5.10.4 12VE WL.2 , .*CONC.W.. S 119T 4 T; = 1 175 LF - 12- _ •MOrft.. MY, 131k •c* CONC. 10(2 /53. rr..,s,,...2. FIN. FLA.N17.8 RASEMENN 0.5 CAR..POR ......... , • • • ............ i•••• • ....... 1 11902. • • i • 0.4 ...... . 1 RS T: :°.• 11: ........ ....... ..... DAll BY 0 7 NOOSE /11902 FIN. FLA..15.7 NO BASEMENT APPO 0041 ........ I I .- .... ................. ........ r b 1 L 0061 I I • ..... .. • • • FT ti .............. . . . . . . . . . .. . -,--::.. . : . ." : : .. , . " 1 . ...... • .E '10311 'TYPE 1,'„Ar_ • • • •_,. • . • • org_, • 14,79 : : . :1 ice : IE 10.29 . WY EXIST.: : ... ., 5.59 . .. ...... i . ... .. .:- IE : Ir-7... 11.8:(E). : T70:7•ifivir: .7:- -- . . --- . "7 - .. - : . - T , . •:- - .- - . 77- .. --. - 1 - . . 12 ' *'B : 0 • : :tri ° 1 ir ' ). ..1__ • IE * 1 .7.89 SE) 1+00 CAR.-PORT LED 904. * .17 E 13511.7 ......... ........ • • ......... • • ............ 2 21 • • " '110'83MT 1 • • ..... • • • ..... .. .... : .. HOUSE •4520 FLR,17.1 NO NASD/ENT YARD DRAIN 1I9.& 14021 Rn. 11.R..17.5 NO OM:EVENT • : : : 1: . . .. 4026. • • FF • 2 6 .. . ... . ....... . .. . , . • . . . ... . .N0•13SIAT . . I . . . . . . . .... ........... . . . .. i . ............ 1 . ....... ......... Ff 432 1 1 7,6 No: 1351.1T: ' • .* . ... ........ : . ' ..... . . ..... : . : . F ........... • .1 . . : : : : • • • ......................... • • • • • • . .. . NOUSE /4026 FIN. FLR. 5 AO CLEW:NI 110.151: 5 025 m. 11ASEMENT • ... • 140 • . ..... * . . . - - .... . ....... . . . ......... . • . • . ...... . . .L 2+00 3+00 4+00 F.ouinceriott) onning Slirvnying Ponhallegon Associalos Consulting Enginoers, Inc. /00 S1.11 Nloterl iMiltiod, WA 9003.1 ••••.potevies eon. 1 OM) 8774014 1-100-045-0430 817..V143 KlIklvd • Foch., Way • CI. Elam r 0068 DA= • - ' Ir 34 TYPE 1 CO GRAVE NC. j 1 GRAVEL 1 - • V num Nu. -trzt•z--z_••tt?.......Y.Y1r•-......,-....:F.,-Y.:::.•:_...--_-.Y.:._---=---=-.1-• * .- .' i s .,,-•'--............... 4+00 1 5445 .----- • ......... • CITY OF TUKWILA 6.300 SOUTHCEN TER BLVD TUKWILA, WA 9818B .. . 1 786. . , FF •- • 21.0 • • • /40 : ............ !.... TT 1101500 54035 ON. !IR 421.0 NO 91500007 . > ....... • • .. r • • ..... ..... - L. 0002 OSLO 1100/1: 82A-0 051111.1: 110V0 1929 .... .. ...... .. . : :I ...... : : • • : .. j: : : : : ... • • • : : : ......... .. .. .. ........ .... : :* : . ...... . . .......... ..... . • 111.1(11NCt 111.0 Ill( : 011101LNEV.ONG HOU PM SE no, FLR,27.8 RASCRENNI IIIJUSE /4037 F64. 11.R.-25.1 UASEL/5211.16.1 WIN tAlF5 I I. . .1 ...... . . . I: : : : : : : : : : y : I• • • • I I I Tr I I 1 1. 1 1 1 I 11 I 111 1 4 I I I I I I Inch '1118 ' ' 3 , 5 • • • , 6 • . , • e, Tr. 11 'i" '1 1)11 I 7 • 1111111111 Ill 111.1.11.[ 114111. [00111. 1.11111:11.1i11.1(11 MI 11111111 1.1.1.1. 111,1 MI 11111111_11i1)1.0 1 WI 1111 1 1111 once _ 0 1 I t 111 5+00 0 JANUARY, 2003 SCALE I" 20'H /1"=2'V • 04 IL F • ..... • • 1 • 1 • • • • . . ...... : ...... ..::.:: 20 ... ......_ ..... : : : • : : : : : : : : .......... ......... ... 3 ... . . .. .. . . .. 1-•• ... . . . . . .. ... . . . . ... . . . . .. .. : . . • .. ... .. . . . . ...... . : : : . : .. .... • • • ...... ... • ........ • • • .... • • • ............. ■. • ... .. . .. . I • • ....... • . , .... . . . . . . : : : : : : : ..... ...... • • • • • • : : 1: : • : • " . : ....... ......... ........... ..... • • • • " • • • • • • • • • • • • : : : : : . : .. : . : . : : : . : : : : ... ..... I . . ' : : : : • : • : .... : : ; . . ... . . • . • . • • • • • • • ..... ..... ....... h.. ........ • .... ; • 6+00 SD-I 18 Ne'rE: ONLY DR. o.IN SYSTE AS-BUILT; ROA 16 IMPcIOVEMENT NC " INCLUDED 14 12 10 8 6 DUWAMISH AREA IMPRO‘'.-:MENTS S 119TH ST STA 1+00 *:" ) 5+59 STORM DRAINAGE AS Et! I.T PLAN CALE 20 But STORM WAS ID WAY S WERE MILD 04/14/04 1 I SWIM ulimioe I .108 HMS 02055.03 DWG NO. 1 94E1 SD-7 Of 11 GRAPHIC S 73 0 10 ( IN OUT 1 Wei • 20 AS : BUILT Penhattegon Assoc. Consulting Engineers, Inc. DATE: 1117/03 FIELD CREW: RG/De FIELD 1100K: 82A-0 DRAWN: 61.0 � AS BUILT Penhellegon Assoc. ConvWtkg Engineers, Inc, DATE 1/17/03 DRAWN: VLG 0025' WI DEBRIS BA RI R PE: DETAIL CB RIM CB • TYPE W VANEO GRATE CAR -PUNT ( IN ) I Blob • 20 boI DESGNED 09AIYN CNECNEO 18 10 '1 2 0 +70 5111 RAISON 14 F 12 ...I .....I. ........ ......... ........ ......... • ................ • 1 +70 • • • les.If 1 - 12" wo.0971 -• . ; :12':INLET. ; ... .•' : : : :...... ..1:.• 9.94;. ...... .. ..... ... ... ......... .... . . ... .. /'tR•A RACK......° " DAIS RY AN A9'NLL� •\\ \ \ \\ \ IF 1 1059.9 •E ::Z cc K i � 1'PVC . � -" conAOE 1 >rcyn. " yCz 110 R, .. •tY � Jkan 2+70 CO RM.11.E0 . I :. ..... _E. I ' I I I ( l I`�'1 I I I .I! • I . rI I .:. Inch ` 1118 1 ✓ GJ � Uj'?i.. • 5` fl Bt. tL, L II iiii liji 111II :.:::.::I...... ... ........ :1 .....•••, I I 01• If — •12r•CP •0.0.24% l +.42.43( .1 . . ;<9 iF' — 1 2' . PP.f:P 0 O,97f {. .... .....:CEt: 36 •TYPE 1: ::•:•:::: ......... .. •TOP • :12.31 • F'nylnuminj I'Innnouy Doroyoi 40 ) Ponliallegon Associates Consulting Engineers, Inc. 750 Hilt, SINN Snull, KhMan.l, MA NIN:J] "• yorr,nyrr.eam 104 11251 4,1-201, ,. non ,11-11 rAX. (12:11 6±7.593 Nkkllntl • Fodor.; Wry • Cl. Elam •— .. •:-:- i. ....' 12. =742;421 3 +70 .. I ..::::::: ::• 0 • .. •- -- ............................ CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WA • 11(111 BOON: 82A -D SURV. CPU FILE: 011ISRNIEV.09G DAND: NGVD 1929 NOTE: \ QNLY STORM DRAIN SYSTEM WAS AS- BUILT; ROADWAY �. IMPROVEME S WERE s \ NOT INCLUDED .\ HOUSE /3919 M. 21.0..17,3 NO OASEurNF ............ 4 +70 REFERENCE INFORUARON 17 '1`.'"`11 :CB: 40,: TYPE 'TOP +'� •12 "• E- :9.43•W} • :ie. It •..4. Ail DA IE JANUARY, 2003 SCALE 1 " —• 20'H/1 2'V a I a HOUSE /3923 FIN. RR.•18.1 NO OASEMENT .__I ._._ 6 +70 • .............. .•:: SOY /e, TIDE II le' FIN. 111.07 #3625 No BASE/Eta Irate. CENSE MU :::I:::'..:':. ...... : : :: DUWAMISH AREA IMPROI. EASEMENT 1 STORM DR AINAGE AS BU:•..T PLAN 8 +70 • 18 1 o tit■ `r). 4v-E Hot`. FIN. F NO IN IM MO 01/11/00 I JOB RUDDER 02056.03 O'AG NU. PU2s72SUA581].J19 SHEER SD -8 aF 11 TAX PARCEL NUMBERS: A - 073300 -125 B - 073300 -130 C - 073300 -131 RESIDENTIAL DRIVEWAY CURB CUT PER TUKWILA I.D.C.S.DWG RS -8 SEE DETAIL THIS SHEET (20' WIDTH) N90'00'00 "E T.If r+sav , 8 "W., P.w .. - -• E + +W S9A0 QO "E(Df:ED PLAT)(6A{4)(55), 58' 9 5 _ 123. E ISTING••CONOR TE • WALKWAY 7 - TBM: EAST FLANGE BOLT OF FIRE HYDRANT ELEVATION: 25.677 OA ! CB2 GRATE: 23,06 11E: 19.22 SANITARY MANHOLE RI MM: 23.04 IE : 16.17 /EXISTING 6" PVC SIDE SEWER STUB -OUT S - 2.00% / 10' DRAINAGE AND UT1UTY EASEMENT ADJOINING & PARALLEL TO THE DRIVEWAY EASEMENT\ PROPOSED EASEMENT FOR PRIVATE DRIVEWAY, UTILT1ES AND STORM DRAINS BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3605 S. 116TH STREET EXISTING IMPERVIOUS AREA . 0 SQ.FT. NET NEW IMPERVIOUS AREA = 4799 SQ.FT. UTILITY LINE LEGEND 001 GRATE: 23.14 IE: 20.79 -- 8 "W - EXISTING S OH -- INSTALL 360 LIN. FT. (MIN.) OF DRIVEWAY INFILTRATION TRENCH PER DETAIL ON SHEET 2 EXISTING EXISTING EXISTING EXISTING WATER MAIN SEWER MAIN OVERHEAD UTILITIES STORM DRAIN GAS MAIN EXISTING VERTICAL CURB & CUTTER 20' TEMPORARY CONSTRUCTION EASEMENT IN FAVOR OF VAL VUE SEWER DISTRICT EXPIRED WHEN SEWER CONSTRUCTION WAS COMPLETED. • -- CB3 GRATE: 21.78 IE: 20.38 •• CB4 GRATE: 21.83 IE: 18.88 SET PK NAIL & FLASHER #22594 IN ASPHALT n 5 L'C rs_ r_v CB37 \� SOLID LID: 19.24 •- \� 1 11 0036 GRATE: 19.06 IC: 16.66 -- • IIIILf'IIi11II'1'TT �IIL�I Inch "1(16 111 y jl DOAK HOMES, INC. NW 1 /4 SECTION 10, T23N, R4E, W.M. SL 4 £ Z6 • . IiI111I1.1111. 1111111.1.11111I1111.I1111hII II(0.11Rail �l1� H Try OH ... ae TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 N 06 ' 04 1 j:l T/ ::--_ PRbPOSE :O 1" 200 PSI v FOI.Y WATER LINE RT ` Tr. I.� F.•• T / - --1 FENC.ON PROPERTY LINE f 4. N 1 Ir° I° ii I ro 1-- I4 • m w , ' w i i co 00 I I B' R 71 � I 1 . 3 PER D E. AIL ON O N TRENCH (TYP) $ � I ? 0 1 �� 1 (75 LIN.FT. PER 1004 SO.FT. ROOF) ii i ! I 1 i FENCE �ND ASPHALT ENCROACH 2.7' 8 ' 1 =3 FOU D REBAR WITH CAP' 19635 1 1 r (NO1 R.O.S. FOUND) i 1 0.21 WEST & 0.49 SOU = 6 .1,111111..I.1 I I I III I - 0 23.8'WIDE '' ASPHALT. ROAD : • • • ' . S ` . . : , ,S S .. �•.,. • 20.00' I 40.00' 40.00' I - 40.00' 1 ( POINT "A" (FOUND & HELD REBAR I W118 CAP #19635 (R.O.S. VOL :I20- .E.18t� PROPOSED 20' UTILITY EASEM NT 1 1 I FENCE 0.4' WEST dF LINE PROPOSED 10' UTILITY EASEMENT G • 20.00' .. . 40,00' S POINT "B" -. CO38 GRATE: 20.12 IE: 16.45 SEWAGE PUMP STATION VAL-U-V1EW SEWER DISTRICT SANITARY MANHOLE RIM; 22.48 G 7 "E G 1 IS F - .. ._. -. _._ REBAR WITIII CAP #19635 0.12 EAST, 0.08 SOUTH (R.O.S. V011.120 P.180) 3 0 I I CBS !GRATE: 22.16 I IE: 18.76 z a 111 111 111 TTI. I11 11111 11 I)1 111 ' 111> 111``: II � I I 111 I I 61 f PIIIITTA III.Illlllll. III. I. j.111IIII, IIIi) I+IIII III ji_ iii l� ')IIIIIIIIIIIIIIIIIIllllil__.: CURB TRANSITION DETAIL 20' WIDTH 20' WIOTH NOT TO SCALE , g TYRA • NOT TO SCALE GRAVEL SORROW AS NECESSARY 2' CUSS 0 ASPHALT (COMPACTED DEPTH) 4' CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) VICINITY MAP NOT TO SCALE DRIVEWAY CROSS- SECTION A -A TRACT, 0 EQUALS WIDTH OF ORWEWAY AT PROPERTY UNL ROTH " 20' Q 1/2' WIDE FULL DEPTH EIIPANSgN JOINT. 0 FULL DEPTH (3/e7 E7PANS10N JOINT. © OROLWY TO DE SURFACED TM ASPHALT OR CONCRETE © REMOVAL OF MIST= CONCRETE CURB IT GUTTER SHALL BE BY SAW CUT TD THE NEXT JOINT. NOTES I. Tin ii P'CEMENT CONCRETE SHALL BE A MN OF e' THICK ANO IS TO BE PULED ON A MINIMUM OF 4' CAUSED SURFACING TOP COURSE COMPACTED TO 90% MMIWM DENSITY. 2 CEMENT CONCRETE SWILL NE CLASS B OR BETTER THAT 514 SACK. 3000 P. a DRIVEWAY SHALL Di BRUSHED LONINTUWNLLY. 4. MM r D OE B pSIBSEW B E TOOLfl WON A T I/2 RADAIS (DOER S. R ATIDIPR OR SHALL �SHEEE SPRAYED N00W WITH T L EVEN OF MW OR S OT R MCF3IESR�TMR CURNO TIME SHALL BE FOR A MINIMUM OF 72 HOURS. e. RETERDICE CITY OF TUTUILA STANDARD DM. RS -H. RESIDENTIAL DRIVEWAY CURB CUT 8 PROJECT RUMP '03003 -1 EXIST1I• G GRADE I A • : os 5 FINAL GRADE • ...'... 1 i- I I - - --- . 4+ i l . . . - _1 r -/ --1, 1 r IICEI6 USTA.0+19 GRATE: 22.69 E. 19.45 (e) IE: 18.95 (6") C • 120'-6" PVC PET LAID ON LEVEL - 4 I 1 I CB7 I I - STA.1+45 LI F PIPE GRATE: 21.39 GRADE 1E: 18.95 (6 JOINT USE DRIVEWAY PROFILE CALL 1 HOR2. I'mtE co ci CY •• to el • ENI N •- CO ca ci N • 0 ;is n DuN UNDISTURDED SOIL -IMPERWOUS SOIL PRAIA • •6 DRIVEWAY INFILTRATION TRENCH I 4 PVC SLOPE MIN. VI AT ER TAR NOT TO SCAtt • 4- PERFORMED PVC (SOR35 AS11.13‘134) POORLY GRADED WASHED GRAVEL (3/e-04") NOT TO SCALE 24 MINIMUM DOAK HOMES, INC. NW1/4 SECTION 10, T23N, R4E, W.M. • 1TPF: I CATCH BASIN . • r idi ru sou!) Liu • I • . • I. 1 • ■..:. I ! I I . ,,.• 'LIN III? Cv I IRENCH co Tkm ( LINLR 1 4, rvc. 1 1 r sai mIN. ,.. •I ..• • anow 1 t. 13 4 %it, .1.417, . 1 - FL 1 - • -- -- - .....1....L..1 1.1.3 .U.t *4.3 11.. -- - • - ri ( (- . 7 - -- -- fic.I . . -- 17173,,. - L ...,....rx?",,, u 4• 14 P EACH DEO TURING 1 ••• J... 11:ta..4.7i.. t7.,g,1 1 ... .....L..11 :...1. ' i 10MN 1/4• MESH scrtErN •1 DN PIlL INI.L1 - --1 Ir• Wit: -M1 i ROOF DOWNSPOUT INFILTRATION S/STEM 0 I =A r I Lmm.flzul I ' .• 1 pry Of* '+ • • I s s3s4. •i 52 • A. 4 . CRAM . IMPESTOuS SOIL MAIM CR IWO 'ARC 11 Ti 1 711': Inch r ' ...! • '• 1 116 0.. • II .111111.111 in, AL. 46. , 1?,...ORASS (OR !000L) AL) •' %.. . • • t' `• • < / 1 t- ; _v. 4 • • 1 .•■ S .- t s1 4 .•‚• I •.'"•0 ; .5 4. 1 OT5L5 WO: • • 1 . I I J.5F IfI STURBED GRAVEL 0/4 POORLY GRADED WASHED • SECTION A-A. NOT TO sem C83 I STA.0+00, 29'LT. I GRATE: 21.83 20 IE: 18.88 (12"EX1ST) IE: 19.21 (13"PROPOSED) PROPOSED 34'-8*PVC S=0.70% DATUM liZET 10.00 co 0+00 24 INIMUV VAIIICh 241)117 VII J111 ill! 0)41111 liii till __ 1+00 20. *TM 20 IMIXD1 NOT TO , SCALE cJ 2' CLASS N ASPHALT (COMPACTED O(PDt) d I 4 g w A CITY OF " ■comPAcT(D rP114) JUN 26 CRUSHED SURIACRIC TOP COURSE GRAVEL &maw AS NECESSARY PERM DRIVEWAY CROSS-SECTION A-A /a Li UT * s s 5 01 f.0 d< • 3 X 0 4 Cs! X 40 0 Ea to • 0 Al 1p 8 a lla1UECT NUMBER 03003 SHEET 2 OF 2