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HomeMy WebLinkAboutPermit L09-036 - KELLY JENNIFER / GEM TURLEY - SHORT PLAT SPECIAL PERMISSIONGEM/TURLEY SHORT PLAT 4056 S 146 ST L09 -036 a� Y NOTICE OF DECISION July 20, 2007 Matt Grimm Gem Construction 21501 Connell's Prairie Road Buckley, WA 98321 'JUN 2 6 2009 COMMUNITY DEVELOPMENT RE: Short Plat, L06 -014 Associated Files, E06 -004 (Environmental Review), L06 -051 (Special Permission, Buffer Reduction and Stream Relocation) 4056 S. 146th Street Dear Mr. Grimm: The Short Subdivision Committee has completed review of your short plat application (No. L06- 014) and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS a. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. Short Plat L06 -044 BJM Page 1 of 7 X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tukwila) \NOTICE OF DECISION text.doc 9/26/2007 9:20:00 AM b. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. See red -lined Civil plan sheet — enclosed. c. A private access drive meeting the standards of the City of Tukwila's Public Works Department and Fire Department shall be constructed prior to final approval. The location and layout of the private access drive shall be consistent with the plans prepared by Duncanson, dated February 2007. d. All existing structures on the site shall be demolished. A permit from the Building Division is required prior to commencing demolition. The demolition permit shall have final approval prior to final approval being granted of the short plat. Bonding will not be permitted for structure removal. a. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards e. A sign post, meeting Fire Department requirements, shall be installed along S. 146th Street. The post shall list the address numbers for lots three, four, and five. f. An easement shall be provided to the City for maintenance of the stormwater line on the east property line. Preparation easement document to be recorded separately from the short plat, example attached. Miscellaneous Comments a. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. b. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. b. Transportation Concurrency Test Fee applies to the future Public Works Permit. See City of Tukwila - Resolution No. 1627 — enclosed. Utilities Short Plat L06 -044 BJM Page 2 of 7 X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tukwila)\NOTICE OF DECISION text.doc 9/26/2007 9:20:00 AM a. Drainage design for the site shall be reviewed as part of the PW infrastructure permit and shall meet City of Tukwila Surface Water Ordinance Requirements. Contact the Tukwila Public Works Department for submittal and design requirements. Please note, that the stormwater pipe on the east property line will need to be 18 inches and not 12 inches ars currently shown. Additionally, a second manhole will need to be provided approximately 150 feet from the front property line. The stromwater line within S. 146th Street will also need to be upgraded to an 18 inch line. The specifics and final approval of the stromwater system for this project will be approved by the City's Public Works Department as part of the PW permit for the infrastructure improvements. b. Pursuant to the Tukwila "underground ordinance ", all utilities shall be placed underground. c. Extension of the sewer and water lines to the lots shall be approved by Water District 125 and Val -Vue Sewer District and conform to the Civil Plans prepared by Duncanson dated February 2007. As -built plans shall be provided to the Public Works Department prior to fmal approval. d. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads /driveways) shall be submitted to PW for review and approval prior to fmal of PW infrastructure permit. e. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179. Fire Protection a. The proposed fire hydrant shown on the Civil Plans prepared by Duncanson dated February, 2007 must be able to provide 1000 gallon per minute of fire flow. If the fire hydrant is not capable of a 1000 gallon per minute flow the future houses will be required to provide interior sprinklers, to be approved by the Fire Department. b. The final grading plan must show a flat area in the rear yards for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. Sensitive Area a. Portions of the rear of the property contain the buffer for a type II wetland. Additionally, there is also a stream located on the northern portion of the property. The applicant has Short Plat L06 -044 BJM Page 3 of 7 X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tukwila) \NOTICE OF DECISION text.doc 9/26/2007 9:20:00 AM proposed to reduce the wetland buffer and to relocate the stream on the property. A special permission application for this work is still pending with the City. Prior to issuance of the Public Works permit for installation of required infrastructure, the applicant shall have received approval of the special permission application. b. Prior to final approval of the short plat application the conditions specified in the special permission application for plantings, in- stream mitigation, and other required enhancement shall be completed. Additionally, all required bonding and documentation shall be provided prior to final approval. c. The proposed buffer plantings and stream relocation shall be submitted as part of the required PW permit. d. All trees to be retained within the clearing limits must be flagged and have tree protection measures in place prior to the start of work on any permit. e. Prior to final approval, a three foot tall split rail fence shall be constructed at the outer limit of the sensitive area buffer. The fence shall include signage with language consistent with TMC 18.45.06 (6). The signs shall be spaced no greater than 40 feet from each other and at least two signs shall be placed on each lot. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision 7/20/07. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. Short Plat L06 -044 BJM Page 4 of 7 9/26/2007 9:20:00 AM X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tukwila) \NOTICE OF DECISION text.doc 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $105 in LDR. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, -legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Short Plat Committee. A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short, Subdivision Committee signs your short plat which constitutes a grant of final approval. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. Short Plat L06 -044 BJM Page 5 of 7 X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tukwila) \NOTICE OF DECISION text.doc 9/26/2007 9:20:00 AM 3. Separate easement document with legal descriptions for any common access /utility infrastructure. 4. Separate joint Maintenance Agreements for the access road, drainage system and open space tract. 5. Legal description of the wetland buffer easement across lots 3, 4 and 6. 6. An updated title report, dated no more than 45 days from the date of submitting for final approval must be provided to the City. Expiration The final approved short plat must be filed with the King County Department of Records by July 20, 2008, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Brandon J. Miles, Assistant Planner. Sincerely, Short Plat L06 -044 BJM Page 6 of 7 X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tukwila) \NOTICE OF DECISION text.doc 9/26/2007 9:20:00 AM , Jack Pace Chair, Short Subdivision Committee Enclosure (Site Plan) cc: Jim Morrow, Public Works Director (please initial your approval) Nick Olivas, Fire Chief (please initial your approval) Jennifer Kelly King County Assessor, Accounting Division Department of Ecology, SEPA Division Muckleshoot Indian Tribe, Fisheries Program Short Plat L06 -044 BJM Page 7 of 7 X:\Projects\2005 Projects \05477 Gem Turley SP (Davis Gem Tul.-wila) \NOTICE OF DECISION text.doc 9/26/2007 9:20:00 AM "JUN 2 6 2009' COMMUN.TY DEVELOPiS.E JT ■■■ JOHN COMIS ASSOCIATES, Inc. For Wetlands, Streams, &•Mitigation Designs since 1989 222 East 26th Street, #103 Tacoma, WA 98421 Office: (253) 272 -6808 Fax: (253) 272 -6807 E -mail: jcomis a jolmcomisassociates.com May 24, 2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Attention: Brandon J. Miles, Assistant Planner (206- 431 -3684, bmiles @ci.tukwila.wa.us) SUBJECT: Supplement #3 for Buffer Mitigation Plan for the "Gem- Turley Short Plat" @ 4058 S. 146th St., in the City of Tukwila, Tax Parcel No. 0040000235 (Tukwila Case #L06 -052) Dear Mr. Miles: In response to comments from Sandra Whiting, Urban Environmentalist, John Comis Associates (JCA) has prepared the revised Supplement #3 Plan for a buffer reduction at the "Genf- Turley Preliminary Plat ". The revised plan is prepared with the changes requested by the City of Tukwila e- maiPdated April 19, 2007, from Bratidon;M, iles -to Mr. Matt - Grimm, project applicant. As a matter .of-background; the,original- report by ICA- dated December_ 8,.2005 included. details for wetland delineation and a conceptual buffer mitigation plan. The first supplement dated August 1, 2006 included a discussion of the watercourse rating and a revised buffer to be in accordance with design changes made to the site plan after consultation with the City. The first supplement also included discussion of background information, buffer reductions and enhancements, and variations in buffer widths. The second supplement added buffer mitigation areas as requested by the City and revised the cost estimates as required. The changes we have made to Supplement #3 include details and information on the buffer mitigation and watercourse relocation project including typical cross sections and revised cost estimates. The proposed habitat enhancements were described in the revised report by JCA dated August 1,.2006. The following list of changes follows the items per the City's e-mail list: 1. Figure 4b: signs -are shown on the plan. Information on posting is noted in Specifications, General Notes and Provisions (see note #7). 2. Figure 5: Rosa nutkana is a good volunteer in damp soil. Both R. nutkana and R. pisocarpa will work in this situation; however we have changed the list to indicate Rosa `pisocarpa' (Cluster Rose). Gem - Turley Short Plat Supplement #3 By John Comis Associates • Page 1 of 13 Date 5/24/07 3. Figure 5: Grass mixes can get out of control if not maintained and shade out the small plants'before they can get established. Our experience has been that this is a main contributing cause of plant loss. 4. Figure 6: This is revised to include a typical cross section through the stream channel. Invasive:plant removal instructions are shown in Specifications, General Notes and Provisions (see notes '43 & 4). 5. Construction Sequence: See Specifications 6. Appendix 1, Specifications for. Construction: a. Topsoil specification is removed b. See Specifications,,General Notes and Provisions, note # 9 & 10 c. See Specifications, General Notes and Provisions, note # 9 & 10 d. See Specifications, General Notes and Provisions, note # 9 & 10 7. Specifications for Maintenance, Monitoring.and Contingency Plans a. item removed :from Page 5, note #1.3 b. Monitoring period changed from 3 years to 5 years. c. Noted in report that entire area will be monitored rather than a quadrant. Monitoring is based on performance standards. d. Monitoring schedule may not be modified'based on `hydrologic conditions' that may exist within the mitigation site. This statement is removed. e. Required twice per year monitoring with reports is noted and included with the monitoring cost estimate. f. Due dates for 2 reports per year through 2011 have been established. g. Performance standards are provided. h. Water quality evaluation with indicator information is provided. i. Maintenance specifications retyped from `may' to `will' for coverage of entire mitigation site. j. All.required.changes regarding use:ofpesticides, use on knotweed, and '. permission -from City of Tukwila s: noted: 8. Cost estimates are revised to reflect changes from straw mulch to wood chips and change. from R..pisocarpa.to R.> nuttali. , 9. Estimates for monitoring and maintenance are modified to reflect a 5 -year monitoring period. Supplement #3 supersedes and replaces the figures and appendices that were provided in the previous Supplement #2. Supplement #3 includes all of the items specified in the earlier Supplements #1 & #2, together with current revisions shown on the revised Planting Plan for Buffer Enhancement (see Figure 5 and 6., revised 5/24/07). Please refer to Appendix 1 for Specifications for Buffer Enhancement Planting, Plant Schedule and Details. Please refer to Appendix 2 for Specifications for Monitoring, Maintenance and Contingency Plans. Please refer to Appendix 3 for Revised Cost Estimates for Financial Guarantees. The specifications and added monitoring information and cost estimate sheets are revised as requested by the City. The bonding measures for mitigation are prepared in accordance with the Tukwila Municipal Code (TMC 18.45.210). Buffer enhancements shall be constructed onsite within the modified buffer area as shown on the Planting Plan for Buffer Enhancement (Figure 5). The Planting Plan for Buffer Enhancement provides mitigation within a modified buffer area by removing invasive, non- native plants such as Himalayan blackberries and grasses, and replanting the respective areas with more desirable Gem - Turley Short Plat Supplement #3 By John Comis Associates Page 2of13 Date 5/24/07 native species to provide cover and increased habitat diversity, for wildlife that may frequent these areas. The planting details are provided in Appendix 1. They show typical instructions for planting the trees, shrubs and bare root plants.. This also includes the schedule of plants listed on the_planting plan, their respective quantities and a recommended list of nursery sources where they may be obtained. The Cosi Estimates for Financial Guarantees include revised estimates for planting construction, monitoring & maintenance costs. The total amount for construction: costs includes site clearing and weeding (removal of invasive blackberries), planting desirable native species and placing plant markers. Please note that topsoil is omitted due to the existing quality of soil conditions at the site and mulching is revised to replace straw mulch with wood chips. This cost estimate does not include silt fences, boundary signs, or other site development protection. These should be included with the estimate for the site development pertnit •portion of this project. Whereas the construction guarantee may be released by the City after completion of the construction phase and approval of the As -built plan, it is recommended that the monitoring and maintenance guarantees be held in a separate bond instrument for release at later time(s). •Therefore, the monitoring and maintenance costs are estimated separately for bonding purposes based on a 5 -year monitoring program as outlined in this report (see Appendix 2 for details). Thank you for your assistance in the review and design of this project. Please feel free to call or e -mail me at my office if you or the Urban Environmentalist, Ms. Sandra Whiting, has any questions or comments to this revised plan. Sincerely, u1.G.. Comis, Certified Wetlands Specialist File: \ Grimm - Turley @TukwilaSupplmt3Rpt.doc JCA Job #050512 Cc: Matt Grimm, Gem Construction, Inc., Applicant/Owner Harold Duncanson, PE, Duncanson Company, Inc., Project Engineer Enclosures: FIGURES: Figure 4. Site Survey Map Sheet PP1 by Duncanson Co. with Notes by JCA (rev. 8/1/06) .Figure 5. Planting Plan for Buffer Enhancement (rev. 5/24/07, by JCA) Figure 6. Plant Communities, Associations, Uses and Typical Channel Cross Section (rev. 5/24/07, by JCA) . APPENDICES: Appendix 1._ Specifications for Buffer Enhancement Planting, Plant Schedule and Details • Appendix 2. Specifications for Maintenance, Monitoring and Contingency Plans Appendix 3. Cost Estimates for Financial Guarantees Gem - Turley Short Plat Supplement 4/3 By John Comis Associates Page 3 of 13 Date 5/24/07 . LIMO JUN 26 2009 COMMUNITY DEVELOPMENT 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 4056 South 146th Street Tukwila, WA 98168 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any Toss or damage to persons or property occurring on the private property during the City 's entry upon the property , unl ess the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request fo r ninety (90) or more day s, shall be cause to cancel the application(s) without refund of fees. EXECUTED at (city), (state), on , 20 Matt Grimm Print Name Address 21501 Connell's Prairie Road E Buckley, WA 98321 Phone Number (206) 931 -7274 Signature "IA-- --"---( On this day personally appeared before me r I% ► (L [+ pl ea) (' in 1'-I I-{ to me known to be the individual who ll� execute dte t Ifr oifi ument and acknowledged that he /she signed the sam e as his/her voluntary act and deed for the uses and pbi Qg7Wiot ilia. NOTARY c1 :,.PUB L� ,, C ,; NOTARY PUBLIC in and for the State o Washingto ----°F ' 11,,f, I If ♦ 4 Commission expires on 04/004 1 ap 1 111 BEFORE ME ON THIS (� . DAY OF . (,l /A.Q_ 20 1 esiding at Lea ttb CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(a,ci.tukwiIa.wa.us /P'r:2�A 111 G JUN 2 6 2009' of TY PE ►JN3T PERMISSION DIRECTOR APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SP , Planner: File Number: Q 7- d 3 c' Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Gem/Turley Short Plat LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 4056 South 146th Street Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000235 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /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: Address: Phone: (206) 244 -4141 FAX: (206) 244 -4455 E -mail: jenniferk @duncansonco.com Jennifer Kelly, PE c/o Duncanson Company, Inc. 145 SW 155th Street, Suite 102 Seattle, WA 98166 Signature: 4/ _ _i! % Date: APPROVAL CONDITIONS July 20. 2007 - Toe wp000gen 003 rode.. by N. TOnb Short S.M.. Gannett. aol merar0 nth condition. The e0n46kne „posed an to ensure the Mort plat N aon.bt.1 •It0 N. CH.10 00 Pr1M40y Approval bled at MC 17.12070 C Pie Terri la 5o04MSb0 COO. PREUMNARY APPROVAL 0000111ON5 • The 099110011 MM 0ply for a pco Wale (PIN) tp. c•prmn Ier wp,00d. A shed Uae NI a part of thN pmmn and ..min 600449, 4ap00a, ad a 004 H0rmle11 Agreem0l4 far .orb within 10. 90014. Rpht- ol-Way. 0. Provide .le development plan Nth 90040 Ware. 0.0012 s0m0t0. Pas Mao . 1091mo are slalp. by a 9010.929100 State licensed Engineer. See re0 -Rte0 CM peon MM - w4esed. c. A 9nvate accen drive meeting the at04141 of Use City of Tub.lol Polak WcM1S Oapatmwl 910 FYe 0wstmml MM 0. c0.0W0Ied prior to Fred 009rawl. The kcalion and layout of the private ace.. Odra Mad be oneeent rlth the 9100• 90090.. by 0u000,sm. dated February 2007. el. As .109 Proctor. on the ei• 0001 Oe demeaned A permit from 1n. Belding 0.1004 le required prim to commencing demolition. The Oem.tion permit andl ham find appro. prior to MW appro. Mena grant. of 1N• Marl Plat. Boding ell not be permitted for •Wsture rano.. e. ON site plops MM 0e M.kT. per ply Of Tut.1a .07.... aeon, 004 .9.4*0.s. 40 200.000141. 4.100, and um.WCtIon standard marmot. N 0.0001e at the Pub. Wake Deportment and 00 the Oly Nab 51)x. f. 9 orvCLN0NaOau0 dcprn0t Oude.. a. WN9n and Cmelrvdkn 5taMO0. A .41 pot. muting M 00ortma t n ern s. shod be Installed Warp 5. 146th 50wL 1b. post 1001 Met Um address 41,05.. for 00. Wee. M 000.00«0 M01 be 00.ded to N. City for makrl.once of the e.o.m. IM on the wet prcysty furs. preparation Norman! 0o00nul to IN recorded .woratly from Me Merl plat. .00.194* 0119191.91 MNC0a,aoa Comments • a. Pavement mitigation fop appals to future Pudic Work. Parma. N street pavan .0t 4 open err. C19 don nal vile. In �.) guts Pavement set Not N ! Nee (3) years 0d a eras. .mem* by einem approval form the Raft *050 11902. BMdh no A3 - 0.400.91 0. Transportation Impost Fee ape. t9 the lute Bu0ONg P.mlt(P) Smoot ems Dolen no 03 - enclosed c 1,00worl0t. 200arrsn09 Test Fee oppllw le the Nam. PIMP Work. Permit. See City of Tu1010 - Resolution Na. 1021 - 0.40.00. See Pw0000) MIU4or. 010 Trw1psl0N00 01.11N0 0 Drainage Omsk, fa l0• site Mail be m em. a. part of the PW 0yr•ouotur. permit 004 Mal meet City of ,brio 0441000 Water Ordnance Rembernents. Contact Om 104000 PeeDe Wake Deportment fa 0000021110 000 Meg, rpuberr,.,la. Pima. note. Not Ns .tam. *. 900 on the oat 8.werly F.... Owe )e N 18 .0191 ▪ t 12 red,. ere ovrw09 Mow.. 0001.014. a 0.OVn0 m00rle .B need to be prodded awrov2rtely I50 feel horn the hat property Me. The roan.[. Ilne NUM S 146th Sae. we der 4.00 to b upgraded to on 18 no, tine The specifics and To appro. Of No sb0Owter ayst.n fa thN prone .11 be me ar0 09 N. Otyl Pudk Nor. 0wartm001 as part of dm PP permit for the, nlresirv0la0 improvements. 0. Purwont to No Tukwila - underground venom.. 0..111009.0,06 be Mewl underground c. Extension or N.•w. 004 mater Mee to N. 10ts Mob be approved by Warr District 123 000 Vol -Won 5.00 Diatr,ct and conform to the On %on• prw000 by Oune00sen doted February 2007. A0-bN) 90000 1001 b Provided to N. Public Mork. Department Orb to The 0prowl. ) Ones. acmes d. .0041 /010000,) Mad M au0,01ted to PW for r0 app ewf p.m b Td 09 P06,b..l011 * Mona. e. Install W remind eta npr0.sn.ta. nduen9 Nom proposed In N. .991X0*. aW N0. 4wtlfl.4 Mo. ce oondrome el Mao40. Too .0 nand to 0104 ed combed p0TIN orb to amine, ay construction. For Daly and sewer 90Mta contact fee 0040400 prodder 0*1401. tar Ply Of T0r.00 utli ies. contact T0a00 PIMP 0000n at (206) 433 -0179. • Re Protect. a Th. proposed T. hydrant sheen on the CIN Plane prepared by Dun001.4, dated February, 2007 most be 01. to prod. 1000 911100 per remit. of Ore 60.. If the lire hydrant b not capable of o 1000 m em p. mnut0 60. the future hna..11 be requb. to provide *0100100 sprinklers. l0 Os OPPr00.4 by the FY. 0.991.7071 b. 15. Td Wad.. 9400 mud M. a gal 00.0«40 Ne root pea 10 R. 0spor.mt 991000 NM. Pime.aatt. H unade le Nosed. a opal. flat area adjacent to tn. hwm plea. 00002001 the Tu*Ha R. M.M0* office. Solaro. Area Part.. of the rear of N0 property ahtah the buff. for a tam 1 *99001 AdditlonMW N.. N der 0 Amen a 00000)0 iw stesa0 an the 9merty. 0 medal 9erreee0 0091c proposed I tsrock N .ELI pr.d*9 .415 110. City..° Prim to iseu00c0 of the Public Works po0R for n.1.00*i of numb. nfrastucture fee w91N000 mid have ..0.11.0 approval of N0 w0dd 9.mleslop oPela bn. prier l9 Feel awn. of No Marl plat 01811001iw *0 00001.s wedged in the spec. Pm... 0plkotWe far panting. n -shorn 1011140007, 000 oN. ',ISM en000.5.1 Mall 00....291... Adetla7010. 01 ram+ed banding and 0ocumenlnll00 M01 0• provided pre. la Me approval. c Ter .wad suffer plantings 9100 .Meal, ielaollcn Mao a .0000)11od a part of N. numb. PW permit 0. Al trop to be retched .i0in N. dwrtn9 liMN must be flapped and have tr. protection meqwr. In 910Ce prim to the .1001 of .ark on say permit.. PO. to M0 approvak • three fool tan ANN rat Iwo Mae be ca4.trueled 900 Ne nly lima of the =me. area bolter. Thor fence Mae include .40009* .IN longtime sansdl00* .101 1MC 1645.00 (0). The signs MM be spaced no pruner Non 40 feet from each eh., and at lees) tee ems Moll 0. Mooed on coon lot. GEM/TURLEY SHORT PLAT - SITE IMPROVEMENTS NW 1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. GENERAL NOTES Laotian. lwrt for .dP*1g uCIUea on a pr0Snat0 At Nan 40 hams Wore Porting 900}0) Pt..eeg opt4 N. UIRm nepwt0 at 208 -033 -0179. 3. Rem.. o Pub. Warts mthly 400000210* at ace 24 Mute N a.m. by 041009 209 -433 -0179. 4 The Wattmeter memos We remonenaly for marew safely, and dama0. to *550)0.. 004 4,.00.00.20* resulting from construct. operation.. 5. The Contractor Md1 have ...meta.) 000 can4Uoe. N. mar... Mane a current copy of City of Tubw0o O MapmM Guide.. and 00.190 and C0Muct. Standard. mailable at the jab 10N. . • AO were MOg carer. b iNS eppro.. 000eh.0e. My P,Onpes *0000 1M 099(0•.91 9100. r.mhe Pre -9191040 ham Ur oeeer. N..ghw, and IM (}tic of T�iva A0 m.Neds 000 net arid. mina. meet 2`t> d 0000.00 0. .N GuldNi 00 and 00190 and Ca04ucl. S0on4or4e. unl.. otr.fu by the Pudic Waea 0900)00. 6 Oneonta MM m441an • current .et of mooed Moen.. 0 -.191 9. Contractor Moll provide rw.0 mares once to pr0Mot Mal .900040. 10. Prw4. traffic caned and .Meet m interns 9e plc b Public' Wart approval before bnplernent000n 11. 004.00 Mae be NATO HO& N0lnattd .turn MA be Washing n State (9rld) f�m.'nal., North Zane us 9 NA0 03/91 say control end lied N say No City of DAMN *0190010 Control 4asm0ts. For 900}cts within e Rood contra car, the PWrd0.. Mae prove. commotion edwl1Ue2. to NC10 1929. 12 Rw400. 0 remote 01 990 damaged or rammed dm to cone.ct00. 11 Rea.. rota. or restore ..why veg.Ntion b nylt.- of -my. easerm 4h as Amens Trades CONSTRUCTION NOTES I Al .0t perfumed Mal be Ipleelbwnoar0. d pens sad l9eeillwlbne oNyp.0l0. P. nINe. b 'embed b makto1 o ad or am* aavdm 9100 01 federal, gate 00 Ned 291..1 Perm010.. Mdmapply b Ma Writ ba o Kale. >a say .yak not acm.9 cod to the appw00 ploy. 2. P.mIt1N /CentrNla 1001 mange a precashucl. conference Nth N• CiIY. Inepeetar(s) 0for to beginning 007 .ark. 3. Wa. N R000.ap a. AN .ore In roadways Mae moat MC 11 000 Ns following: • A Prior .vin and my The tt 00ktconed 900100. Mal Neu. the laces, 000.91. 000 description of 4'oN1c Re. in during the work and Map met MU1C0 Iglb.nwte. e N Oak masking 100 Paso. most be by permit only Fpm No Nid Thursday 41 Navem500 to 0r following Jonu.y )n0. The 0600)00 dm not oboe .o dawnns in the Tuk090 Urban Canter. • 0. Re, 9.01101., and *lobar cues to WINN. M. 0...tenni at m OYn..FCwt Men Permit). hos .001.. 000. N. 0.0an9 carter 04 the 000010 be der on Nom e. AN road.aye 0,09 be 4wt free of art 000 deb. using .Meet o wo. UA of opts track. for emery .000.0ne num.. preemie. from No Director. (. Ind0 del plates aver 00y N.M. of 009 tn• work le doppea•e. The bench N NN saw. DRAWING INDEX C1.1 COVER SHEET, INDEX & NOTES . C1.2 TESC PLAN; SWPPS PLAN C1.3 TESC DETAILS & NOTES; SWPPS NOTES C1.4 HORIZONTAL CONTROL PLAN C1.5 ROAD & DRAINAGE. PLAN . C1.6 ROAD & DRAINAGE PROFILES & NOTES C1,7 SOUTH 146TH STREET RIGHT -OF -WAY IMPROVEMENT PLAN C1.8 DETENTION TANK & STORMF1LTER DETAILS C1.9 WETLAND & STREAM ENHANCEMENT SPECIFICATIONS C1,10 WETLAND & STREAM ENHANCEMENT SPECIFICATIONS C2.1 SEWER SERVICE PLAN C3.1 WATER SERVICE PLAN Time pima have ben Teti.eed 11 oar, rnblk 000,4 Dmeron ct for :00(x00.+ rorront City ea..E*. ,17..0m n rebid m .man w0 ,mh;ims shah M ea *'*Iola. .01000., d 049000 •" .rd0ac0. Tbc mplofitl411 ' Nr the., s ihr daipn I 1,f, reWly with tbs dafprm - r the 4.40,:0 1,1401091 mid ein enl„ '.::: au.ul ol 0111 0 400,0 W, 910044001 l)0.11 • Amt axa0mwe i. halm a Gain Ironed. by . de 110090 morn':.:.:._ in Doe Dr. C�15 This 15 awn 0rr1e4 Set of p1a....51ttoweuer - w OPA8 Sc Sbl�f 1 11 ae 87. �p%{ oi5 " tci da) ACES CONTACT INFORMATION MCIMIY MAP TOTAL COSIMO TOTAL PROPOSED: 7,379 SF . 0.169 AC 21,563 3 . 0.495 AC LEGAL DESCRIPTION • PER 111Y OLDEN N0. 206110508 L997ED BY STEWART 111LE. DATED MAY 4,.2001 LOT 20, BOCK 2. ADAMS HOC TRACTS, ACCORDING TO DIE PLAT THEREOF RECORDED W VOLIE 11 OF PLATS PAGE(S) 31. RECORDS OF I04G COUNTY, WASHINGTON. LEGEND 'JUN 2 6 2009 E% SEVER Cr. WATER _- -- - E%. W000 FENCE 05 SEVER MANHOLE o EX CEEANOUT C%. CATCH BASIN av E% STORM MANHOLE IX U1UTY POLE 11/4004Oe C CC 4ARB0% C E% GAS METER CAS: D' Cl. CAS 1ALVE -4 OL POWER POE a Ed. WATER VALVE E%. WATER METER E2 9RE HYDRANT 5V. MONUMENT 220001 APH ASSESSOR'S PARCEL NUu9ER 0121 4058 SOUTH t48111 STREET 117NWWA WA 96155 APN: 0040060215 ENFANEER/SIRVETOM DUNCAN501 COMPANY, INC. 145 SW 1531* STREET, SUITE 102 SCATTY, WA 56198 CONTACT: HAROLD O NCANSOL P.E. (205) 244 -4141 OWNER /APPLICANT: 4104 COH51RUCl0ON, INC 21501 COWELL'S PRAIRIE ROAN BU00EY. WA 98321 COITACT1 MATT MM. (209) 931 -7274 UNITIES /SERVICES WATER: SEVER: 1ELEPHOE POMP 1�- 0 KING COg1TT WATER DISTRICT X125 2409 SOUTH 1501*, STREET SEATAC WA 90188 (206) 242 -9547 VAL NYE SENDS DISTRICT • 14010 MILITARY ROAD SOUTH 1U %W4A, WA salsa (206) 242 -3238 • 150044 FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST 1U0WWA, WA 98100 (206) 575 -4404 12001.0 SCHOOL 10511020 .405 4640 5144TH ST 111(65.4 WA 98188 (200) 901 - 0000 MST SEATTLE OTT UGNT (M00) 862 -1181 PUOET 3010 ENERGY 1-500-321-4123 TREE LEGEND AND RETENTION NOTES DECIDUOUS TREE ARIL TYPE BE RETAINED 1RUN% DIAMETER (N) EYDLGREEDI TREE -T0 BE RETAINED ...ALDER 4P.4APLE 00.0EC0DUW5 MA.4ADRONA 0(.O. C H.04EWtY CE•CEDAR 00.001045 FIR HE.HEULOCX PI.9INE (94.5)ERGRELN NOTE TREE DRIP 1Y25 ARE NOT TO SCALE TREE 51116015 REFERENCE NRUNN LOCATION COLT. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' 10 4' ABOVE GROWN .LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTTO S 'WM AND VEGETATION MAT 1105T. RECEIVED A11.2BTIm PU&10VOWO CORRECJ ON LTRI .. t,JO8 -00ri 9EN0WARle IS 5107 -5' VISOOT BRASS DISK M NORTH 90E0A1N OF 110 14411* STREET OVERPASS OVER 1-0. 82'S EAST OF 1HE NORTHWEST COWER THEREOF. ELEV.. 10.123 FEET CAUTION! UNDERGROUND LOWTES COST P1 SHE AREA AND MUTT 96O91I41)04 SNOUT MAY BE INCOMPLETE STALE LAW REWIRES THAT CONTRACTOR CONTACT THE O E -CALL *15411 LOCATE SERVICE AT LEAST 46 Hams BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 WVwepanwoo .0Ma'004f1 a. nem M O*M o. TemesIW417Ve9901,477-ctl -29.01 • Mum COMMUINrTY DEVELOPF(EENT APPROVAL CONDRIONS July 20, 2007 11.• oppricatian .as rev4.ed by the Tukwila Short Subdivision Committee and appro.. .00 coMilkn.: the can0llon. ...ed ore to ensure the Mat plat 1. consistent .ill the Criteria for Prdknnay Approvd listed at 100 17.12.020 C in the Tukela Subovisicn Co.. PRE1,01ARY APPROVAL CONDITIONS 00. apPlkanl Md ap*y Tar pe1mll d 1.9uire 00004,9, a 10 P.ub0. , W000 a ( 0H9 0 Wetrn 0 .U1* bl ic 0 e R *ol1 - o- 0W1. . provide 011. 0.000pmnt *an .IN Pdlk Wake permit epbmlttd. Plan. Md be *prised 000 stamped by Washington State Licensed Ekrgpnea. Se. IM -Ined qv1 p10n Mal A whale ac0 *end drive prior (4 ti Mal standards of the City of DAM., Public Works Dep.Mnl no Fire Department gp(0vd. 11*. 000nt10n and laymt of the pirate acmes dr.. shall to consistent el. 040 pins prepared by Ounanson. dated February 2007. All sdstng structures on Ills site gall be d.ndl*S9. A pmnit horn to Rinsing 01W.i0n 4 r.guk.0 prior to .g demolition. The demo... permit MJI have find approval prior to Ma a.ro.d being granted of N. root pot. Bona*. 0R not be p*Mtt. for .nude.. rang. CM site pons shd ..signed per qty 01 Tukela standards. detd., and meolfk0tbna M ntrostructure design and con.YUClbn elnda0 maerd 4 onion(. of N. Public Works Department and on UP qty Web Site. w..4tuk. a..a.us 00000mmt W04dns. aid Design and Coml.Mbn 504000. 01 *09,dee0L numb g Toe D. , n .1Iw +d ;Is... be Install. along 5. 1467, Sheet The post W(dl list An easemml ehd1 be provbed to N• Clly for mantmnce of N. l/am0clr Ilene an the east properly h1*. Preparation easement document to be regarded .eporalaly from the short pat example oltoc00. Mispponmus Comment. Povn.n! mlti0otbn M ayplle. to future Pug. Works Permit, it etr.1t pavannt 4 open t. 70(1, 00.. not alto. 9040,.40 Outs n 90v.14.0 that Is Wee (3) (.an ad a newer, except by .1100.0 09000000 form N. Pubic Works 09..lor. 500 POV.ment 4111901100( Bdet. no. A3 - ondo.04. b. Trnepor1otlon (09000 FM 0001101 to Ne Tulare BMMen9 Permit(.). Sea Pavement Miligatbn and Transportation Impact 9.., 9ullaln no. 03 - 000,x.0. c. han00rta11an Cmcurrrwy T.10 Fee ales to Ne lutws Pablk Works Permit. 500 qty of Tuk06o - Resolution 50. 627 - endn.0. 510111,1 a. Drainage .090 for 11• alts Moll b• reNwed w pot of to PW nh.trucbr. permll 000 gob meet City 01 Surf.. Water Ordnance Requirement.. Contact the Tukwila Pu001 TM* O.Onrtment is 100011101 and 0e04n r19uk.100. Please note. 041 the ctame0100 pipe an to emt property Me .00 need to be 16 nape a. not feat horn( 7,e front properly 0,1. The Pro/neater i 0..IWn S. 146. Street MM to 4.0 need io b. 010.0*dMto an 15 nm In. TIm. � nmd1*Maapproval 0 00..tran.atr system ter this project MM be approved by 7,. City* Pudic Weeks D pimp for .. ohmtru... irlprownm0 b. Pursuant to the 440.10 'underground ammo. d utlt4* Mall be probed underground c. Exton* or the sewer and water line. to the b0. .0010 be approved by Mater Ob1Kt 125 and Val-We Sewer O4trkt and conform to Ns DIN Plane preps. by Omcanon dated FebOOry 2007. N -bull pans shd 0. 004de0 to the Public Woks 0.ar'tn.0 plat to (510 provd. 0. 51000 ate wem.mt 0ocVmnb d mant00.We agreements for my common nhp5ucae. (utility One. oboes. /d'N.*OH) Mdl be submitted to PW for review and approwl pda to find Of PW infrastructure permll meld d required Wt9 0pov.0.0s, nCUdng go. prop.. in the application me those Identified Move . con0likne of prow. Yop e0 need to .tan all Inquired permits prior to beginning any 0vn.tm0tix For water cod sewer permit. contact the Individual provider District. For City of Tyke., Piglet. contact Tukela Pub11c Wark• at (206) 434 -0179. Fig Protection a. 041 proposed M. by0ronl shown an the CN9 Rana ed by Duncm.n dated February, 2007 must . MP to pond. 1000o9'Xon . minute of pre now. 7 7,e the hydrant Is not c.o.. of o 1000 9dm Per Ingot. no. Ihe lulu,e house* .II be reg.. to provide interior sp ... to 0e .0,0010 ay tins Fire 0,9.014.414 0. ilex Mal 9001111q 9100 must Mo. 0 001 ase n Ne (00 (0000. Ia Ns 0epabnmt 9r0und 1d. *0000101 II 01,00, 10 provide a 101110001. Gal or. 00)00141 t0 the hop .1e 91.0.. 0201.* Ne Tu00*a R. M00a5 0(00.. sensitive Area Portion. of the rear of N. property contain the buffer for a ly4• 11 ..000. Addllknaly, there I. also a stream lacnled on 041 northern portion of the property. DP ap *10040 h. popped to red.. the wa0n0 buffer and to r00cate the abeam on 041 property. A mead 0000(1.00 00p1100tbn for this wag 4 .1.0 pending with the City. Prior to issuance of 045 Public Works permit for nstaadin of required Infrastructure. the pllc0t shall ham reeved approval of hr. special perm4.ln p110albn. Prior to Ma 7(0(00 l of 04• shat plat .911.520 the cO.M. specified In N. o.04 9.miseb0 ap91kalin Tor plantings. n -17.m m0(0900bn. old other road,. mh00cernml shill be complete, A.Itkndly, ore rewired bonding awl eacum*teti00 shalt be pavid. prior to Mod app0004. Th• proposed buffer ponln9e nd gown relocation shall be 0b0nilted 09 Dort of the .emir. PW pandt d AN tree. to be retan..PO4n the clewing IMIts must be flagged owl have tree protection mean in place prior to the slat of work on mY permit. mat • Prior to M1d lance gal Include si simmer alth loo 009. mob tnt .10n0TM1Ced1645.06 (5). 61041. MAP Mdd66. a. .900.0 n0 greater than 40 000 ham at other and at 1pt t.. 0171. Md be *dud on each (00. GEM /TURLEY SHORT PLAT - SITE IMPROVEMENTS NW 1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. GENERAL NOTES I. Locations Mon for existing utflUee de approximate. 2. At least 46 horn bete elaqing project Pt. work. notify the UUIUe. inspector at 206 -433 -0179. 3. Reque0 a Public Works ut1ty nsp,0tim at Last 24 noun in adwxe by coning 206 -433 -0179. 4. The C 00,0000, al1m.s .xis rs.p00.O91ty for .0.000 eaM1ly, and damage to structures and 0mprovemml. 0.0111* hem Cane0OCllan oprol040(0 6. Cobbactor gall have the Wi010*.. and Design d) Cn.tnctim 5to 00'4. awpar. f ln♦d� W` nl copy of qty of TM.* 6. Al work eh. mntam to Nap approved drow0Ce. Any chagn from the .ore* pine none 9(0-approwe bon Ure over. 0,..100.., d 7,e qty of Umbra. 7. N m.Uroes d matrlde gall mewl Tut. D.Mepm t Fu **n. d Design and Cn.buatln 5lan0ads, 02100 00400(1* aroray. ,,01,1/41 Pabk Woks 04.0100. 0. Contractor shall maintain a current sal of record damage n -vita 9. Contractor shall provide record drawings pro to project M. approval 10. Provide traffic contra and street mant.r0nce pan for Public Wake approval before krplem,tatian. 11. M eaveyn9 for pualk fadi0es Mall be done ando the dnectkn al a Waehngt00 licensed land mawyp. Ve.000 datum dam M*05 .NAM) 19968.) 0 000 two qty 000 be Washington Slate (grid) Coor0nates. gar. 2nd oak9 IMO control 6000 contra zone. the PeNtln Mall pron.. cnvodm calm. nControl o 00*0 1929. to For projects with* a 02. Repla. or .*male all clans aanaged or removed due to cm.trucib0. 13. Ratan. repo. or restore .d.tnq vegeta.. n Hghte-Ol -day. .aa.mmte, 000 Access tract. CONSTRUCTION NOTES 1. set oak approved plans. macenad... dpassoaded Prm61U an .the only. ab sit.. Work gall be 9.0am1ed 010 a to the• nce P. p fedrd. Pat. and local Ian. Pent*. mall apply far o R.N000 fa ny work not gadding 1 Prnattn/Cantractar goo arrange a p,100.0rve00# cn0rrnce .IN the Cilia *pctar(s) Mee to 0.gnnn9 00y work. 3. Work in 0,0.0(0 a. AS work n rcogray. droll meet WC 11 000 the Whoring: b. Prier to any acthily n City right -Of -say Ne Perm/7m *Ml provide the qty a ha16c contra Pon In r.7,*w and prowl. The 'tattle control plat Shad ndude the lacotk11, address and deeor3tlan al traffic 80. 00009 N. *alk and shall meet WITCO (.900rnmta c. M Mark rea0Yn9 lane closure* must be by 0.010 n(y. Fran the gird 1h0101*> in November to the Ming January 200. .• Director does not Mow Ine games in the Tukwila urban Center. 4 Re. "Meg.. and *lg. acmes to but... Md M maintained of d lien.*, accept when Permian nap p.m0*on Iron, to b01An9 owner 000 to 0*00t0 00 01x.1 on mem . a A9 roadways gall be kept free of Art and 0aaric usng sheet seamen. U1* of water trucks for deans. (000,0). 09uhes pre*oprawl horn the 00.0000. L Inetd stwl *des ow any ir*ciV at 000 tlrne A010 4 *tapped and the trench Is left open DRAWING INDEX C1.1 COVER SHEET. INDEX & NOTES C1.2 TESC PLAN; SWPPS PLAN C1.3 TESC DETAILS & NOTES; SWPPS NOTES C1.4 HORIZONTAL CONTROL PLAN C1.5 ROAD & DRAINAGE PLAN C1.6 ROAD & DRAINAGE PROFILES & NOTES C1.7 SOUTH 146TH STREET RIGHT -OF -WAY IMPROVEMENT PLAN C1.8 DETENTION TANK & STORMFILTER DETAILS C1.9 WETLAND & STREAM ENHANCEMENT SPECIFICATIONS C1.10 WETLAND & STREAM ENHANCEMENT SPECIFICATIONS C2.1 SEWER SERVICE PLAN C3.1 WATER SERVICE PLAN IMPERVIOUS SURFACES TOTAL EMS7010: 7.379 SF . 0.169 AC TOTAL 00090 Ep 21,563 5F . 0.495 AC LEGAL DESCRIPTION • PER 1111E ORDER 040. 205110596 ISSUED BY 5TEWART 011E. DATED MAY 4, 2005. LOT 20, BLOM 2. ADAMS HOVE MALTS. ACCORDING TO 111E PLAT THEREOF RECORDED IN VOLUME 11 09 PLATS, PAGE(S) 31, RECORDS OF IOMO COUNTY, WASNOGION. LEGEND EX. STORMORI * EX. SEWER IX WATER -- - - -EX. ONNNUNK FENCE IX SEWER MANHOLE IX 0EANWT EX. CATCH BAS. IX STORM 14.01E EX. UTILITY POE W /ONCHO1 = EX. MAILBOX EX. GAS METER I:I EX. GAS VALVE EX. POWER POE . v EX. MATER VALVE r. EX. WATER METER tl EX. ME HYDRANT %•1 5V. MONUMENT EX. 5e. APN ASSESSOR'S PARCEL NUMBER JUN 26 2009' VICINTY MAP CONTACT INFORMATION STE 4056 SOUTH 146TH STREET IUKVAL, WA 95168 PAM 0040000235 ENONEER/•'URVEI0IR: OIl00ANSCN COWAN, INC. 145 50 155111 STREET, SATE 102 SEATTLE. WA 95166 CONTACT: HAROLD 0050400001. P.E. (206) 2.4 -4141 011e:ER /APPLICANT: OEM CONSTRUCTION. INC. 21501 Cd1NE11'1 PRAIRE ROAD 000(10Y. WA 95321 CONTACT: MATT GRIMM (206) 931 -7274 UTILRIES /SERVICES AMER, SEWER: FIRE: 50100: TELEPHONE: POWER: GAS NOD COUNTY WATER DISTRICT 025 2.69 SOUTH 15010 S1NEE1 SEATAC. WA 96188 (206) 242 -9547 VAL WE SEWER 0STRICT 14815 MILITARY ROAD SOWN 14901.0. WA 96168 (206) 242 -3236 1140001* 0150 DEPARTMENT 11EADOWMTER5 STATION 51 444 ANDOVER PORN EAST 111K.91. WA 98166 (208) 575 -4404 11.11OALA 50100. DISNICT /400 4640 5 144100 5T TUVALU. WA 95168 (206) 901 - 6000 OOEST SEATTLE OTY U014T (800) 882 -1181 PUGET 5O1➢NO ENERGY 1- 806-321 -4123 TREE LEGEND AND RETENTION NOTES DECIDUOUS TREE AL.ALDFP -TO BE RETAd( 115.0000E 115.000004005 AAPLE I12 MA.MAORONA OK.OAK CN.(31ERRY TRUNK DIAMETER (IN) TYPE EVERGREEN TREE CE.CEDM DF.0OUGI.A5 FIR HE 000110CK 90.PINE EVG.EVENOREEN NOTE: NEE DRIP LINES ME MDT TO SCALE 100E 50060.5 REFERENCE TRUNK LOCATION 0019. TRUN( DIAMETERS WERE APPROMMATED AT 3.5' TO 4' ABOVE GROUND LEVEL TREES SHOWN ARE FOR REFERENCE ONLY AND OVER TREES MO VERETATI.I NAY EXIST. -TO BE RET45ED le BE1K21MARX li 11017 -5' WSDOT MASS 0191 01 NORTH SIDEWALK OF THE 10414 STREET OVERPASS OVER 1 -5, 623 EAST OF THE NORTHWEST CORNER THEREOF. ELEV.. 163.25 FEET CAUTION] UBIERGA0 0 UI11T{S MST 0 DE AREA AND UTILITY INFORM000001 SHORN MAY DE WCOM EIE. STATE LAM REOMES THAT CONTRACTOR CONTACT THE ONE -CALL UT611Y LOCATE SERVICE. Al LEAST 46 NMI. BEFORE STARTING ANY CCNSIRUC1ON. 1- 800-424 -5555 y VYe1*h101a0k .007.1.1045400 Wm Tuley 10 (New 0.n 0.1a) \OGetTetetV0.177-C1.1-03.11 1 1ac.e.k OUNCANSON Compaq,. fee w.Wer.1ml4 Yale eer4..we MIM Her Melee Ile/ Fe /44110.1 0 N 0 0 cc 8 6 5 G 6 wv9 6 0 LL DRAWN: JMK DO NO 05477 DATE: 12/14/07 C1.1 1 OF 9 SHEETS 06 NIGH ORANGE CAUTION FENCE Al STREAM BUFFER UNE TIT 63 M,UL 0.33 C.:1 C210RC1c PAO •...\ u- 252xIN L - ',FP .23. 43 Ili) �` • P IC 3;, .4' IC) MFC6 RELOCATED SOMALI. 53 V;IT" ,RELOCATION WBRAND REPORT • BY JOIN COW 0DATES. INC.. IYFE FM:RANC E;z ,AI t' BUFFER CONL9C9 Am Ao ENN*NCED/REDUCED BUFFER a: ✓WSS04i, 4 • r s;.1 A. NG*. GRAMS CAUTION FENCE . DRIP LINE TYv Nr'•'� o 696 UNITS OF CLEARING, 1337 k -1 1 / YI1UAD BR'S P!I / I "F M203.113 fASF. 0 .• A W./ $ Sfn _! UNITED CUTTING k GRUBBING (PER WETLAND REPORT) WITNW BUFFER AREAS TO RE110VE INVA9VE *0003 VINES & REPLANTED WIN NATIVE SPECIES. 913 BENCNUARK SET REBAR & CAP MCI CONTROL" EL - 277.65 PRESERVE DURING CONSTRUCTION PROMOS 5.10I SUNK FOR COIL C SLURRY Q TOOL WASH WATER. FIELD LOCATE. FCL111 11111 IF ..AP 40256 CONSTRUCTION ,/ O.KA. F EQUIPMENT LOCATE( PMOWOE U0I1(5f. d' IFuELNG IS 00,08-99 , AT NIGHT. j '\ I 1167U'1:'yti9]:ri S 146TH STREET C 1'1 R TACK IN r.EE CENTEACre 1,3131, UANM,IF C6 i • f A',M BAS' Nd76.CB" 11 1211 02311 7'12' CU, 13..271.+7' (W) 12' CM' 113.2:1/7 (3) +2' 414.1 IE.221.37 (N7) C /N EJ T:' 1 a Z st CV NOTE: ALL EXISTING IMPROVEMENTS TO BE REI.OVED. NOTE: TUTAL EXPECTED CUT AND DLL FOR SNORT PLAT BUROOUT - 450 CY (10 DE BALANCED ON 97E). GRAPHIC SCALE M E2 7 F,) 1M 11.111.F0' 015; (5) l A u ran A. -�--- Y'tiR1` _ ( L 1 _ / / I'4 • ( 2P ,nP - - Y 1 ' VANNOIE (TK) L C IM Y • _ P '.I ..J 11 ..CM IE 2 9 0'.; RN :.. E..7N 12'..2.7,0t. . ;Otu;. IE -s 1.73 .SE) E' RCP 1,227.(0 Ic' 12 J. 1i�2.5.). (,41 H" RW IF- :`r4EH M: e FAA 1E.272.31',3: B' RCF tF�7,AGIS 1. • CATCH 243N \ FI :44.5!. CAIO: 34330 57GFM MAtAIO, m.TRT 20 A JUN 2 6 2009' COMMUNiT1 OEVELOP►1cENT CAUTION UNDERGROUND UTNTES COST IN TIE AREA *110 UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES TN *T CONTRACTOR CONTACT TIE ONE -CALL UTILITY LOCATE SEANCE AT LEAST 20 N0UR5 BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 0VF.166.Vl05 w.A.5V607 R.. May m IP.+. 9N. rw.WWLnMf7S•77- n...0PO • 1111C.1.4 DUNCANSON amp.,, Is. MIMI Da...ID) Rea 701.4.4111 A%N4wN GEM CONSTRUCTION, INC. REVISIONS b A 5 5 5 5 C 5 C 0 8 DRAWN: JMK 001 N0: 05477 DATE: 12/14/07 C1.2 2 OF 9 SHEETS D I5 RECOMMENDED MAT THE ENTRANCE BE CROWNED 50 THAT RUNOET DRAINS jOFF ME PAD PER !ONO CO. ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO ME EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID ['ALMOND db. PAVEMENT EDGE, CROM1 ENTRANCE TO DRAW. INSTALL DA4001 F 0104 IS 9RE9NT PER ROAD STANDARDS REFER TO SECTION 0.341 Cf 114E 2005 KONG CCUNry SWAN FOR AD(110NAL INFORMARON PROVIDE FULL MOTH OF INGR55/ECRE55 AREA CONSTRUCTION FINTR4511 MAWTFNANI'r 1 QUARRY SPALLS OR HOG FUEL SHALL BE ADDED U T416 PAD 15 110 LONGER 01 ACCORDANCE WIN THE SPECIFICATIONS. 2. IF THE ENTRANCE 45 NOT PREVENTING 5E02EH1 FROM BONG TRACKED ONTO PAVEMENT, MEN n4nnnnR00 MEASURES TO RCP ME STREETS FREE Cf SEDIMENT SHALL BE USED. DOS 11AV m0.U0E STREET SWEFPWC. AN INCREASE IN ME DIMENSIONS OF ME ENTRANCE. OR no 145144100ON or A *EEL WASH. IF WASHING IS USED, IT SHALL BE 00NE O1 AN AREA COVERED MM CRU5HED ROCK. AND WASH WATER SHALL DRAIN TO A SEDM TRAP AP OR P000 3. ANY SEDIMENT THAT IS 5ACRED ONTO PAVEMENT 9141 BE REMOVED IMMEDIATELY BY SMD:PING. TIIE SEDISENI COLLECTED BY 5WEE010C SHALL BE REMOVED CI 51AISUZED ON SITE ME PAVEMENT SHALL NOT BE CLEANED Br WASHING DOWN ME STREET. EXCEPT WEN SWEEPING R IMTTECDVE AND MERE 45 A THREAT TO PUBLIC CONSTRUCTED. IS THE SEDIMENT WWOUILD MEN WASHED � SNAIL DT MSUMP WERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATEL( ROADWAY . 001 UA SHALL R LLS MAT �oosno0 FROM TIE PAD AND END UP ON THE ARE 5. IF MOM. ARE EN1EaN0 OR EOING 51E 410 AT POINTS OMER MAN THE CONSTRUCTION ENTRANCE(5). FENCING (SR SECTION D 3,1 SHALL BE INSTALLED TO CONTROL TRA0TIQ O STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE WRA 1 14045 OR EQ R TER FABRIC MAMMAL (00' WOE ROLLS) OVER 01.2..40 OA WRE LE91 USE STARES OR RINGS 10 ATTACH FABRIC TO WORE B URY SOTTO* 09 001ER II FABRIC IN 0.121 TREND. 6' MAX 2'w4' STANDARD 0' BD (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS aEVencn II SEMagii T Fd r•mTFNANF2 1. ANY DAMAGE SNAIL BE REPAIRED MMEDIAIEIY. 2. IF CONCENTRATED FLOWS ME EVIDENT UPHILL OF DE FENCE DIET MUST BE INTERCEPTED NO CONVEYED TO A SEDIMDIT TRAP OR POND. 3. IT IS IMPORTANT TO 04000 THE UPHILL SIDE OF THE FENCE FOR SIGNS Cf ME FENCE CLOGGING AND ACONG AS A BARRIER TO FLOW AND MEN CAUSING CHM'NFL2ADON OF 010W5 PARALLEL TO THE FENCE F DOS OCCUR" REPLACE DE FENCE OR REMOVE NE DAPPED SEDIMENT. 4. SEDIMENT MUST BE 8010000 MEN ME SEDIMENT IS 6 INCHES HIGH. 5. F THE FILTER FABRIC (G0IEXTIIE) HAS DETERIORATED WE TO ULTRAVIOLET BREAK002IN, IT SHALL BE REPLACED. FILTER FABRIC PROTECTION NOT TO SCALE TESC SEED MIX Prapartbne YMI 1t Portly frmkatlan 0....90 a red fescue 405 985 90X a1.00400 Kra) . commutate Annual or perennial rr . 405 985 905 (kiln 64000118100*, gran) *Attlee or coloNd bottom. 103 925 655 (*omega NW or Agresti. tnub) White dotal clover 102 885 901E (Dalton 44blbwn) TESC SEED MIX NOT TO SANE 1m �b•oeist IECTIawaRO 1e ✓ in KATt0 .sonde. mod Nbf e f a Id' lima barb week. 9s. *7e. 11*0 �• .w edaas��r Meets Mom bee boatel rmma0. Tomb *We memenly Mee to•e weals M a0Me amio.r:fisltlmr 1. Lem.geie Nbbbembrapeers' L Ube,. ' 18. n6. T Orlrbss Over. OFPOOEoaOe Tmx1.N 06)10 4, der team elwdbro 1 ow bassersar bard pre M masbara6wemMel r weal caw w4• elate.. YW an Om 841 tibes *rot 1r*Mre IMO •Moin b ape mom 1 .Mp Mr9sareMeebeqsa 4 •.rmdCAe VOW a Lee Os AMMO mama ma 9 93 )1 0 f . 91 44 (,4walseseelasororolerai Real Sam. same a auarb redeem. . . 0 18 21 d * . . . . eases nr Pea.arbrl 04*armee e Mee. macron eN WSW es WNW ma we 2. sr otterwl mow mold. /AM lbeenel mad * 00 IIMIS .eve* eon RA a Me eb Oa pact Tsamsrar err. eudeae r pre 4 be .aeM. edaeloepellan d.e.18ebb bet N CR. lM1DkOCAS10• Tbemllo o.drobsea • Inert. r sin. owe.. ores rrwiretddb Cle w.ambee.e. . Me Weds S....ft grad many Mc mew tom Mama, AKM to weew KM* ewes on se Image ho boas. POeaws owned tiem.tWToned rases end err mdrs lop weeny Poem bowels 001 o. aces woe • • b9 94eobdleepmas Tbgbromeserwr Wlmas em1'wlbpated.saeota.prraova arlrwan twee eraerress.•trrea adre.rw4cameb r r;dTara m . 0 . 44 9 00 .4 1 4 01 09 0 .0 00 . . . 0 4 . 0*e. ** 0veer owl ma Norbe.en.na.ro *tow waggle lTTaves Gam wenosy oar Vd woomem Mrs. 0 4r NOEOC W PROPOSED COIISTRIICTON ACTIVITY swergebine himaMess Theablem 1Wkd1Va4 RA MrMPS° isrobb 0Nrsdbaem YWYASrdl.ab Qerrereeet0a9e.rree m= (air• en.swLmA.IA.e.r base m6 emamensei easy bar.ee.r.s. sawWArt •I..re.r.rerrw.pr.�.r 24' L CONSTRUCTION ACTIVITY SIGN NOT TO SCALE CONSTRUCTION SEQUENCE 1. Saled1. a pr.- con.MUctlan FAAlam . with alto Inspector. 2. Prior to staling construction, contact ONE -CALL (1- 800-424 -5555) b 41Bt0 *cottons. 3. Pmt natl. of�con..00Klen eclMly sl9n with name and phone number of ESC supervisor. 5 Instal catch basin prolectbn if require. 8 Grade and Install con*MUCllon n*ai.e(s). brush fl Remove/amass potation f unadtabl (.11) 0 11) and * Na). Q bare.. % m 9 01.buct n -Mte atom ban b3 000 bb.9..atrnl ndeng steam relecatbn. 15 E.wwte • ...butt 4048 11. Construct an -rte rood, *Mope • utmly knplo408nts 12. Moat. rode, control measure. N aowdonce with city a Tukwila Mande. end manufacturer's recommendation*. 11 Cour all crews Mot w be unwonted kr men Mon con der duriq the ay mason or two dome 4wng the wet mama with .4,4.. weed lbw mulch. compost plastic sheeting or .wlwlmt. 14. 5tmllze a .cos that reach 194 grade athn man der. 15 Seed a cod any areas to remora an0ar0ed for mac than 30 dam. 16. Upon com014en of the project. 08 disturbed areas must be stabilized and best mona9.mnl M.D.. removed 11 apprapMle. GRADING AND EROSION CONTROL NOTES: 1 The region prevention and sediment Ira (030) Mee opposed dons are minhvn rp 6*7101la 2 9.Be• nles beaknn9 any cm011901.n aptM14s. mbbllW1 measures bate, iota coesW0tbn entente. d Install erosion 3. Betas my and y woo d 4490 140,0. Mars, al dowebso n roNan ...Mice and 0.dknnl contra measures (ESC) mu. be canstructel end n westkn. Install and maintain all E50 measures a6ror8w to m. ESC Om. 4 EST maw, ndu4Fg .0 aerometer controls real roman In place Inn. final Me wn0trvalkn b 12894,ted and psrmannt stabilisation M .slodlshee S From May 1 through September 30, provide tempeary and permanent come mmwr to protect disturbed areas Mot .11 rernaln .narksd for eaves oar a a mane From October 4.0roudl API 30. provide temporary and permanent come mamma to protect dbturbed areas that NI reran awaked Ir two days or more In addition to row mwmr4 the Contractor Mal: a Protect s4.Ap0es and stem cot and 111 rape. If aneaked fed man than 12 nova b. Straela an wits. nuu9h cow metrb4 to cow all db4abed areas By [taw 0, seed all awe col s.0 rem* unmated during the we mason (October 1 4 roue. Apo0 30). Moon all 7 Folios to manta. ESC immures In accordance MN M0operand maintenance .ale.. may more In ale .Wk bong performed 6 Dorm t.. the *m project l� Director and 40 0 4s. in against the properly whre etch facIllk. one Iwol.d. good 60rllan and prom900 War. re..., or matte. r grade airbags; ea .. swcturee .plNln, ratan and maenad contra measurers and other protective deice. !« r drains, 9 the Permit*. Mall mango/ the downstream boninr feats.. ad real, .lea M. 89.6)0414 approval. remove dl seamed IQ A• ll mat performed Moll 6.M per lapprr.d men. and .p.afkatkm only. The Prmllteg I. required to =blab a e.1 N .pawed pion. and 180015(00040)4 acad08* permits on We lob site. Wad Nag 4. prlolned in =cads.. win IN Wend. stale aid local 1a.., the ESC and 14. As Ms and .Lim beta. n. order dornab.arn temporary ESC *moment* chr Install any N . &labnn sum sediment be the ten9crar0 meaty es we 12 hoe Palatiw sMltal dl thew protect permanent aith. areas, tub bade.. and .4)443 private properties and pudic rylitrof-wY a .osamnte from damo9* dan9 900449 operations. M. P.miNr dill note.. to the standard. In anal at the boa al the Oman. of the pwm14 enw4M awe, then buffo; and pad(* and prhale proprtles end improvements damaged by the Pemba:. mratkne. 13, Pe 0116. 4800 wren for end amply .1th the following: Notlty the Public Work. Department within 48 hour. following Installation of ESC measure.. b. Oble9 parakeet In wall* from M. 114d1c Way. Depot .rat pie To 00874409 one ESC Pros a Mann all toed drained@ system. Nam .ale babe. system, control measures and oilier facilities o. Idn00.d N the ESC pat d. Reps. any Ntolen or .18Nn 4vnaidea to adjoining properties end boi.ge 52410 a. a 970.00 according to the approved ESC nmwUan so* and make needed repairs bnme2etry. WET SEASON SPECIAL PROVISIONS: 1. The Wowed tmT* that o Reburied area cm roman sneaked without cow measures iv reduced to 4.0 days, (04001 than 2itockp0 o 0.d .loon s.1bard D 41ose ars to be protected If unwaked for more than 12 hours (KCSYA* 5.0Un 0.4.2). 1 Cow materials mllbnl l0 caw all db.rb.d crop. *400 be atwimeed on .Rs (1(C5WW1 Section 0.4.1) 4 AD race that one to be oaorkod dung tte wet swam shall be seeded within one won of the beqnnn9 of the ..1 season 5 Mali b r..gofe ton oprotect n seeded awe (KCS•044 Swllpn 0). 6. Flny Wets feet al sit fete (old Me necessary stakes) per am of disturbance must be stockpiled on M. (5CSWa2 SecOon Can tnl1Um road and parking lot Mo@00bn are required for a NI. awe. the M. b nbnan by Hare. embed e.l 8 S�egmelt Mention (0 leauke0 MOM no ache. 8ece*9e b anticipated fa the Specified deeps OM (KCSWU Swan 0.45). 9 Surface eater controls ore rewind unless no off . 0.na9. b 010Cipoled b Me specified 4eNgn 6n. (1(C5WM 5ctln ID. Phasing and more co94rwlln brrlpn most be maws)00 for eon.tructem actively new memo sabre (0C5MOb 5.c)on 0.53). It. My runoff generated by de•atr99 Mal b. treated Waugh .an.buc0on of a sediment trap (KCSMD0 Seaton 54.5.1) when Moe b .lfk1n4 man a by reeawin9 one orate. to .MI- ngeta.e gently rapin9 area. sew pumps are u.ed b 4.wtrn orb t man be 0*0e. to pump the salimwt- lad...Nr win away from the Aortas teeter so thin vegetation Con be ethos bale mare The. b not 41 a cadre* treatment. a. feet o(Imita al be placed around n. Mecham from the dewn.rti9 pump. If ICI K41 912. vegetation. other RNat . methods ddl be rewind con..tnl 12 The frequency of maintenance rodeo baba. tram menWy to •4804 (6CSW* Section 0.5.4). SWPPP NOTES: 1. Prodee Prat* coming r other mllade nong far ksp09 rant and rno5 oil of potentially polluting materksig and w astes. 2 3. Lycap . a a 1. 09.4 c K r 11e.0, 9 Mnmd4a d b y pl " w. urent? v N n b 4. Contactor onee develop a P.veelbn Pan and maintain appm prbe 001 Roa nan . -aND.P. M e Tor enY ook ar hasardm. ilp041 .Ire a use d on 41)4. NOEL ONLY TO BE USED MERE POIDING G WATER ABOVE THE CATCH BA5N MU. NOT CAUSE 01,0(4 TRAMC PROBLEMS AND WERE 100 8* W SILL NOT RESILT W EROSION OF SLOPES 111GM DRAIN MET PROTF11104 YAN1FNANts 5104100055' 1 1.141 ACCUMULATED SEDIMENT CR OR AROUND WEFT PROTECTION SHALL BE REMOVED IMMEDIATELY. =DENT SHALL NOT BE ROAMED 40TH WA1ER, 0)0 ALL SEDIMENT RUST BE DISPOSED OF AS nu. ON SITE OR HAULED OF SITE. 2. ANY SEDIMENT IN ME CATCH BASIN INSERT SHALL BE REMOVED WHEN ME SEDIMENT HAS FILLED ONE -TH5O Of THE AVAILABLE STORAGE. TIE FILTER MEDIA FOR ME INSERT SINE BE 0.EANE0 OR REPLACED MONIIILY. 3. REGULAR MAINTENANCE I5 MEAL 100 ALL FORMS Ce CATCH BASIN/INLET R101ECD01. UNLIKE MANY FORMS OF PROTECTION MAT 1011 GRADUALLY, CATCH BASH PROIEC0GI WILL 108. SUDDENLY AND COMPLETELY IF NOT MAINIANED PROPERLY. FILTER FABRIC PROTECTION NOT 70 SCALE R C n JUN 2 6 2009' CO('d1W1 IMITi CEVELOPDEdT CAURIONI UNDERGROUND UTWTn3 EXIST IN THE AREA AND U1RU1Y INFE MADON 910184 MAY BE INCOMPLETE STATE LAM REQUIRES MAT CONDUCTOR CONTACT ME ONE-CALL. UNLIT/ LOCATE SERVICE AT LEAST 46 HOOTS BEFORE STARTING ANY CO1514Cn*N. 1-800- 424 -5555 e \n.AF11V2pas #100(.4•77 Oen TINT la (D.4 Fr1 1Mde)WS4MAW,OSl17- CL( -8MA • MOM; DUNCANSON G1omq. be WO Ilr.11a lmrar Milsat+rir.uru rex .11.44.4145.1 DRAWN: JMK DCI N0: 05477 DATE: 12/14/07 C1.3 3 OF 9 SHEETS FnwGxr -:.,.n - - (6( • RE)OCAIED,SSIIREALI. 53 LE.t'T I/' rYR'°,Nn :':n” RELOCATION 310,1 REPORT COINS 455004 T[5 . )\ 1 "s. - •• 25 ' 2128' RIMER ENHANCED/REDUCED BUFFER 3' 111211 SPLIT RAIL FENCE 0/ 51GNAGE ALONG BUFFER EDGE SITE 0ENCH8001 SET REBAR A CAP W CONTROL' EL - 277.68 PRESERVE DURING CDNSTRUCDDN BUILDING 5EIBAC0 uNE. W. 71 1 -o•_,i i1 °. r- ) 2G MIX ACCESS ON CNICHL7E PAD ,.\ uTIl ESN, ESAi 11 L - -A Rv_0 C ei BUFFER .N. E..7 5 - \ I R' : CP rr_ (; \. 1.00 Ter <e „ -:, z6a1: r islis I .'•1=' �� I I's1 IY \_I 8:89 SF SF I 5•v1L 8.512 SF 1 C' I I tH- 75. I' I F -J 77.74• -tla fGUBUC STORLI DRAIN ES1AT I � � CC I,TM ,./8" 4x755 Pi6 J CH N CASE_ GC14: °.6' AT INt� w/ 5 ulm SIREFT 101. w.rriva sr nxa' d21 A 2..15635 rtl' IO BAR At CAP / ^FS. 4.74.5 / ;:RP .AAH'I8' 12' C- 273.5. (0f I: ;RP IE +37154' (FI OA MN eASN RI4 17112 3 CL: .L ] 7 ;' (0) C 0. 271.6. (B) 6.2,1.71'. (N0.) ;4 2 /k.. . �• / 2.00 \ I .- . _�. _�.e - . -..,. y_ -�.1 PE 1 F_ :. — - -- -- - -- ' !a s!45TH STREET I _- I ___K I 4.N ° F -- -y - TREET )_ ^}R- a -- F-- �°°- -... F/ . 5'A,:.I. AaHw.rRD.a.A -i � j - �-� ,• �';^'L.� _ _ 1 -. -v`\ e r...I I AA. nr / cs`- ._.y °.rP_ .-_ L .. ' i V }� ' L L. -� __ax.. \ \ E 1wc (F)) LA C n'C A FI - 5 _ �. _ (( j_ _ . -. '. 1 / 5 lW �,1 :6 •.rE IE 8 _p' / — 7 \ _ f 1 - ...� - \\ _f • 1:61; r I.L.: ^'1!.'h... q� 6., / 60 -�� Y 714 ) A 0.L .(,1L -Cn CI C A ,~ F A -Fh �\ \ rC D 3_ 5S ( R / 7 P (- IE) \ rW L D., - L \L. E.21,1.:2' F i ' ,.1) t 1 'JN+! CA, _T IN CASE PNICP S [ 7 P 1-)- 1 IA G'r /,,4 (4) v be: Iii \ i e .aa e' RCP 1E +277.51 fni 6' H:P :: • ... , ,,, I4: LiCH NA,N INTO. STA 2.44.02 SOWN 14619 STREET 12410 5TA 3051.01 SOUTH 1.679 STREET 2u- 1T4.S11 02.0 22:::1 \ 5-4.11 491'!101' - 5TA 10.00 t ON ACCESS 0400E - STA 25.00 Q 0< P.8.+ EASF.ENT 1. ..°IPVC E<_0C 4 42 1+)1 :9..•1x0* AR_ 11711* (51 `. 13. 1['260 ••t' 151 GRAPHIC SCALE • • FINAL SHORT PLAT NOTE: ENGINEERING PLANS UTAA1E0 TO RETTECT MINOR EAT BEARING IRREGULARITIES RELATIVE TO FINAL SNORT RAT DOCUYENT5. 5TA 5+00 S 146TH ST 42210 0VE S CAR„ HAP._ImP .'0C. It-217.60' O15) .RCN 4._271.5T (2; `JUN 2 6 2009 coW fiUN:TY DEVELOP`►`ruE►JT CAUTION! UNDERGROUND UDUTCS EXIST IN THE AREA AND UTILITY WFORLIAIION 9106N HAM BE INCO4PLEIL. STATE LAW REQUIRES 1NAT CONTRACTOR [INTACT 796 OF4" -CALL UTPUTV LOCALE SERNCE At LEAST 46 HOURS BEFORE STARTING A111 CONSTRUCTION 1-800- 424 -5555 (9.01.\ W5 *0002245177 4 Fuwr v (0.881.0 0. (' a4V.A0607- a<- 0mxalAL 241170_.11 DUNCANSON 604.0. - Ss. au fi 2 0 0 33 8 C 3*3 000 5 13 0 8 0. PO 8 DRAWN: ADC DO N0: 05477 DATE: 12/14/07 C1.4 4 08 10 SHEETS _ _ _ - Na7'- 4. 4 6 00 S 146TH STREET 3/4 OAR S CAE A :61. '•} 0.70 LIVE o TYPE it Ewen Arn RRE BUFFER 13+00 rOJNO 3/0' GRASS -: VAN 4041:6 I • C. 001'4 : 6' A 1 0 :31 v 5 it, r1: 5B' INTAKE TA 26.04.22. 20.00 L INSTALL TRASH RACK PER DETA0. 1 ON SHEET CL5. ENHANCEO/6WCED DUFFER 3' HIGH SPILT RAIL FENCE W/ 9044.3E ALONG DUFFER EDGE INSTALL 2.10 PERFORATED 53110 0421 CCNHECI1041 ON EACH 101. SEE DETAIL 100,,$)1EEI$1& CB 6, TIPS 1 STA 11 +27.51. 7.00' R L001710 VANED CRATE PoM - 279.94 6' IE IN (741- 278.11 B' IE OUT (5E) - 277.94 .7; s"4-' C8 4, YPE IL 5TA 271+90)2, 0.00 L SITE BENCHMARK SET REBAR 0 CAP 'D(2 CONTROL' EL - 271.66 PRESERVE WRING CONSTRUCTION STORY DRAW BYPASS BUILDING SETBACK UNE, TYP. REMOVE IXIST PIPE AFTER NEW PPE 15 FUNCTIONING 19 LE - 6'dP 0 I.00F•� CUP 1µK INLET STA 11 +14.91. 1672' R 8' IE IN (5W) - 275.43 5 LF 8'.10+6 0 0.501 W 7, TYPE 2 48' STORIAFATER&p114'3 STA 11 +1096. 1174' R SOLID LOCKING LID SEE DETAIL I ON SHEET C1.5 RNA - 281.00 6' IE IN (NW) - 277.75 B' if OUT (NO - 275.45 UNUE17CR0550 P009 515321 UGHT POWON/PHONE /CAry /GAS STA 2+30.2& 19.(1' L1 DESIGN BY PRONOER5 •.N .uuY.T DOX:L CAN, e.13 CIA+ +.750 94' STA I +90.006.09' L EAISONG 9004µr >4 .. CB 24. 67 1 2. STA 2 +..F RI l is* oN EXIST Ir.. FWD YD6F. E-27.2.81" 1 -- :5. 2/0./-' :l.,,; ;E) CI 0' RCP 'E- 11'..5?' 111 0' RCP Ir- z77.5i (701 9: STA 2 +23.07 17.03'0 REUOVE EXIST CR e W.A.1.l28W N.•2MW4414 G. 1.1..4 (9.a 6.77 11.'+4)W44115WV5474-C1,YNR.p8P • 7..x.10.4.4 X07 I_�_. 2 . �•a 1 IPROP WATER 1 I I KIER .,:1 6254667 C3.1.J1J I 15 17. .4 •4�iCT.1{ .�'S.`-ISZ5: °�F�IAei1w 1 .. •� ��' x 5.c.:1....t.:�s=i�Ei+ ?:':a•5. =rA>� IT _GA�gfE iDt�yl•D1 511 OAP TAP( OUTLET STA 26+35.22, 10.09' L E OUT . 272.61 6 IF- 12727E 0 0030 CB 5, TYPE 2, 48' 7100 ccalract W 1 TYPE 1L STA 26.35.12, 504' L STA 26+35.02 000' I. 5000 LOCKING UD �RIU . 27(61 131 IE IN ( 272.61 OUT E) � 212.81 • LF-127tTE 0 0000 77 '070 :D BAR 0 :M I / +1442 e.v1 4 1.V:• PWG109TT 711E 01 // :AT>I BA4v A -2.'0 78' CB 13 TYPE 2 4(' 17' CvP tFA%7.15." 14, SIA.13.30.66, 12' ,06. 17..3' T.SI' LE. 17.0.1' L „,,s, 439 3+55.98. 1703' L REMOVE EAST CB / C '�.18A`9. • PER PSE ASANALTROAONA. 12 SIDE 5EWEA ••., rY _ mm SNFETC2T\ .(1 \ 1 \`H VON•. v ADC V4r,4 581.: 12' 0332 ;115 V7(3.;,118 CB 14. TAPE IL • 2' •0' 1 •-:'1.59 I;. STA 4+43.42 17.03' L 46 C.A15,1 BASH 44.2E IX CB ■V.211.J'. (sx LDiWNG' :A) " e :.RI' (N5. :' GNP 10.211,57' :1.) i OAP IC- .71.':1' (NA) CB 1e, 1YPE 71 L9 24 0J1113 INLET i 5u A+11.10 17.44' L STA 3.5411, 13.50' L 4271.50E IX 0B NOM 1.744 debris Enir • b. F 00516;(3.00)00 n pipes 50• de. and mar. Soo 1.7.441.1E. W debris WNW. on Does LK4ie0W1p from d9OWA'AAV r IorM•ef +8pen 2.01 eel ports must be pearlized and oche 4®L6E(O640nn1 DRW} 3. LOPE pbe 1100000 bob b mum 8404 Isur157 b pQe. 1,1_ 111111111111.1= ∎411.1 IIIIII- spot 00d0 el pipe 7711 -1..5 p1 Wa 4eO less 2 cogrogW Vu 1 aw meW pipe (7pI4 =) SIDE VIEW Witte LCPE pp NTS DEBRIS BARRIER DETAIL 61 0 (.4 ,' ERSTING HYDRANT .2:4.wF. 4.,.4:.......4.. n 61.11 IBd �1 " ]2 67 IroP 44.417002 (311.)-' 5.5I: 01, 044 7• CA': r SARD 170E 2 z (SOU) LID) Id" IRON 1E-171.57' (7) STA 4+51.16. 1316' L I8' IE W (1( - 271.57 sr,IANT MARIAN E R 7,1 ' \_1 21.7 (E) .11-200.1*' (N) 1= 264 (W) IE- 254.31' (5) J '3 2 w+ASS us: ;r- 44. P 5.r" SUM ? F 2009' (ti) CWWN l4. i'21 F,.SI.V •� \ STORY Al VARA) +'7445130.'4?' '•' 1 ERA rF- 27'.•5 (5) L:2" L..2.JO.14 ('A) 1HO1 5..21'.4! (N) 16' CON0. :2 iS..ii' e:- 264.41' (E) 12' i- 269.24(,1 12' 0- 269.23' (5) 1998 KCSWDY FIGURE 4.2.1.0 NOT TO SCALE COOt01NA1E WORN MIH ADJACENT PROPERTY MINERS. PRESERVE, ADJUST AND RESTORE (14SnNG UTILITY SERNCL5 IN ACCORDANCE 02111 APPROPRIATE DISTRICT STANDARDS_ LOT DRAIN NOTES: 1. PROVIDE PERE 51119 OUT C0•01E01105 AT TINE OF BUILDING CONSTRUCDMI KCR ALL LOTS 2. E %1050/RECONNECT En5IWG 101 //7f00060 DRAINS TO THE REPLACED DOWNSNEA I COLLECTION /C01+67µ26 5YSTE8. ACCESS NOTE:. LOT 2 SHALL NOT HAZE DIRECT ACCESS 10 SOWN 1484 STREET. INSTEAD. LOT 2 SHALL ACCESS FROM DIE PRIVATE DRIVE SIGN POST NOTE: • A 904 P051 MEETING FIRE DEPARTLENT REQUIREMENTS. 944.41 BE 60580102 ALCM SOUTH 148TH STREET 41511115 THE ADDRESS 14A43FR5 FOR LOTS 14462 FOUR AND FIVE. UTILITIES NOTE: ALL UThJTES 91ALL 60 PLACED UN0ERC/ROUND. GRAPHIC SCALE CAUTION' 013+35 50.150 UMI0E5 E051 W 111E AREA AND UTILITY 1NFORYADON 990004 184.0 BE 71COL4PLETE. STATE 100 REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY 0424.7E SERVICE AT LEAST 46 HOURS 86705E STARTING ANY CONSTRUCTION 1-800- 424 -5555 �y�a +4NAl N 311 DeifiLOPii4ENT U 0 6 cn Z 0 5 N WT LL 5 5 48 8 8 0 C7 D RAWN: JAMK DCI NO 05477 D ATE: 12/14/07 C1.5 5 OF 10 SHEETS 250 t1146 IN4(T STA 25.1.113, 3.69 R RIO n -H 77.10 MM - 270.10 el IE OUT (141'4 _ 274.10 118 lir EX15 MG GRADE T 000100UNE OF ESMT I _ 0.505 l5 1.92 -- 1.57% CO 4 TPE IL PER 85130T 510. PLAN 5Te 2790.72. 0.00 L SOLID 1110550 LID 1B IE N TA�i le E (52 .3. 15 -Ii '8 • 270U- -1- r •LOPE O (.0081 I CB tc •E 2 48• STA 2 ,17..4. 0.00• L SOU% OCKING UL1-', 047008 Aury 20000 RI 148' IE IN N - 271.97 8'IE 01 - 27.02 8'EJ 5 - 2714.07 18' E WT ( - 271.97 KAN e 5.:4-oo. ,_ TA 26+35.0. 0.06 L 5000 LOCKING up RIM - 277.16 1 ' 18 IN - 272.56 1 " IE W N - 972.56 le E OUT 5 - 27254 24 LF - te7CPE 5.00 •m -t-; 2.3281 15 INT K STA 28.01.22, 20.00. 1 CASTING, GRADE AT CENTER LINE $ NATIVE FILL. IENORWPRIP 1 10 °$•° ° °° w� 1 1 rani r I 9 � o H -I -11- 11- 11 -11- �U;11- - - = 1 =11= 1 =11 -1 LON X- SECTION 20 40 200 -0.0 27.ID STORM EASEMENT CENTERLINE PROFILE HORIZONTAL: 1' ■20 VERTCAE 1'■51 FILTER FABRIC 2100' LEVEL TRENCH W/ PERE PIPE, COONWNATE 0018 BUILDING 9TE PLAN CONNECT TO LOT 51118 05AIN O PERFORATED STUB OUT CONNECTION NOT TO SCALE - SCHEMATIC ....• im5 Fn4NMV05477 Om. nF1.1 9 (gar 940 5- •NT10.77V1.02,5•77-C13-01.4831C • 405401.1. 27 BO STORM DRAINAGE NOTES 23 113 1. ALL METNDO5 AND MATERIALS 94711 MEET CITY 00 TIMNLLA DEVELOPMENT CUCEUNE5 AND DE9ON AND CONSIRUCIION STAMDARD5 AND THE CURRENT KIND COUNTY SURFACE WATER DESIGN MANUAL, UNLESS o1HER058 APPROVED. 2. MARK ALL STORM DRNN INLETS PITH 90. NO WASTE•AND EITHER TRAINS TO STREAMS; 9RNN5 TO WETLANDS-, OR 9R.UN5 70 GROUNDWATER•, AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT 108000 10 PROVIDE A 4INDIUM 3:1 90PE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS 91ALL HAVE BEVELED END SECTIONS THAT MATOI THE 90E SLOPE UTILITY NOTES ALL TRENCH EXCAVATION OPERATIONS 9141.1 MEET W EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET 01910 REQUIREMENTS - 2 POMER, CABLE, 119ER DPIICS. AND TELEPHONE LME5 SHALL BE IN A 1581104 11171 A 5.54069014 HORIZONTAL SEPARATION 11200 OTTER UNDERORWND UTU1E5. 3. ADJUST ALL MANHOLES. CATCH BASINS AND VALVES N PUBLIC RIGHTS-OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. tmNeoN AWn �� Andi m 1- 121/1-412 .cT1.L SEC 401E 40 2 NOTES: 1. SEE KCRS SECTION 5.04 FOR YNL BOX REQUIREMENTS. 2. INSTALLATION OF 41.0.C.B.U. aNOICING CONSTRUCTION OF BASE) WILL BE DONE BY TIE U.S. POSTAL SERVICE 3. SEE KCRS SECTION 3.04 FOR 404541 REQUIREMENTS. P/L MATCH ETEST PLIARNS STRIP •21711 m 401840 a-, mom, ON ROWE, . -r NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MAILBOX INSTALLATION DETAIL KCRS DWG. NO 5 -012 NOT TO SCALE EASEMENT EASEMENT 20' EASEMENT Y 3' ASPHALT 140CKENED EDGE 2.5' CSBC 1.5' 0570 Y CLASS B ACP MAT04 MST 2% ....- ... 0 _ .n ••* rcn9t4T�7 PRIVATE ACCESS TRACT SECTION NOT TO SCALE n SUP! P 6 2092 CAUTIONI UNDERGROUND UOIJTE.S EXI51 W 114E AREA AND U70r4•WFORMATION SHOWN MAY BE INCOMPLETE STATE LAW REWIRES THAT CONTRACTOR CONTACT THE ONE-E41. UTILITY LOCATE SERVICE AT LEAST 45 HOURS BETORE STARTING ANY CONSTRUCTOR. • 1 -800- 424 -5555 OOMi1iIUN!Tf 1 ',1'ELONLE T DUNCANSON caa+.M. m 17 ISM Wage. 112l04 Mar 206.4 2021.. «v 0 1 1 E 8 0 2 DRAWN: JMK DCI N0: 05477 DATE: 1 2/1 4/07 C1.6 6 OF 10 SHEETS 1+00 S 146TH STREET 290 200 p2294801104 28000 PROP STREET UIRIT STA 2,30.28, 19211 L 10: .761, 204 it, UNDERGROUND POWER/PHOWE/CATv/GAS DESION BY PRONE/FRS 005000 HYDRANT _ 93. • 2:6TArt t y•t:HOLC 27-331' bo) 112,277 (T) 2470+ +6•2+, 319-279 10 / 8" 9C9 9 -777319 (,) 0' 11E3 6,2,7.30 170 -STA •9a00, 16. LO4 .••i9 R. 03734 2172i 547 02 91.6.6.X.,,E1 LOCKWG /AHED GRA 282.51 12. IE tl• (TO - 277. EX 12" 1424 (5) N. 054 8' IE OLIT (E) 271104 MLL 412.1131421._::L4:4111=■11-rthiftlIM■f; 0 a • tn el 400440 BAB 242 ' 1.2. 2136.31." .23 NC z ,J279) LON :tAtt 'E "-LE p10635 Csi Z CNN 6N:77,1Y (Nt 76 1 st c•ITH 34,1 / ,z/ EXISTING HYDRANT 6 ON O43,1 / „." • ,Z,271,37 (r(40 1 Z:1=-"-- • .., GRAPHIC SCALE le • TAD, 64311.-TWE 2 N I _____ ..., .411T•Ry 1.7.,,,IXE '• 71 iI ...2 '' ' - ,1 ,---■ ---799.7- ---- lit s :127W*. ) ; N• \ tt, , (1,)- O•71, 8.3.• ) i \ S !I \ \ 1391ID 2 BRASS COI 1r Di.. ,e..:-, II' (0 i , \ . ez • COLIC 1122.7 11: 2436 12- :onc 1E-121 23' :561 : '. \ 16.78.4 DC 41g CA la, HA,. I I 9H• 774 sit 1 . Aral BAHN• 1E:2,1 10C4WG H1,1 t . INH27, 2E s III,/ LI48910, S 24,075 37. ... 4. "VI :: ,11 31. 01)- , • ,., ',1..) H-3/1 49 ;3) Lt0t 16.783 , (6) NE TO, IF 227. 29 (3E) 2' 7,283 27'10) OA 0•39 4.1.280 RcH N2/769. (•• 10' 410+ 0-27E 5,4' 4. 13" IL 2,9 t•AS 90-375.1S 0 ;4220 127 LE FLITTING GRADE . AT CENTERLINE . _ L2.019.G whyr9_ 454.424, 106 ■ 5 If SERVICE. -8, 00 • ExISTING GRADE AT CENTER UNE Ii ca-20. CUREI-ET STA 3+5474. 1 I L zenrilTd tel OuT 274.10 84 LE 0.508 L - REP::17"4STA41111 ,:1v ,E , 2. EX 12" 044 T N (NW) 271.37 WRIET -9 IF I8,109 D 0 22S 0258 187099 18" E 11(14) - 271,97 E 271.97 E (0) 274.02 18' IE OUI (6) 4. 271.97 CB 19 1544 11 911 T79f INT% 42X0 AVE 5 8 REPLACE E/1 08, STA 4•51.11 I ATA__StiA '12,114,11.11______1191.2.2.OS11ZSI. 1- LOCKING vANED GRATE 949 - 7/, /7 R71 - 274.24 Ile E 14 (090 lee 1E IN 00 - 271.59 t.:9 13. ,I1.,..9 1,`, la• E OLT (SE) - 271.59 HE 3 V.I., L 271,57 -01 L01 - 371.27 9,• 2-32 3+29, 3,10 SOUTH 1461H STREET PROFILE HORIZONTAL 1,22 3ERTICAL 4-0011 41,3 1 /mown 1.9 09 30' SAW:UT EASING AD9HALT e ATB 3- CLASS B A05401T CELIENT CONCRETE DOEWAUT ADDITIONAL TREADAENT MAY BE 810400 DENDIDING ON Saa CONOMONS CEUENT CONCRETE YERIICAL CURB GuTIER SEE 1128WILA STD. 0+14. 710. DS-I5 4.Sz EAST ASPHALT 0057. CROWN SOUTH 146TH STREET SECTION ErT. NOT TO SCALE "Th - - • L , CALJTION1 UNDERGROUND URURES EMT IN THE AREA AND UnUTT INFORMATION 9107W4 MAY BE INCOMPLETE. STATE LAW REOUWES THAT CONTRACTOR CONTACT DE ONE-CALL 0I1UTY LOCATE SERUM AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 a•Vrojeas \ PSG *17.8 445.477 Gm itney 9, alpis Gann 1.1.)■,09677 ',11,A03.177-01-LAKI. • 00400.0.1 JUN 2G 2 COafiifidfdiTY 11:1afiELORIEMT DUNCANSON Cm, btu JOS. LIAA dlr. N ANUN, .11 2 1. c 0 c c 4 0 0 8 0 44 3 25 5 0 44 8 1_ cn DRAWN: JMK EC NO: 05477 OATE: 12/14/07 C1.7 7 OF 10 SHEETS MANHOLE STORMFILTER - PLAN VIEW 0 1 MANHOLE STORMFILTER - SECTION VIEW OA 1 ua. were.. . sx..n. D2006 GONIECH 8100I:W W 888wP0 Mil I Gar STOHMWATER - iLUI10N5- PRECAST 4W MANHOLE STORMFILTER PLAN AND SECTION VIEWS STANDARD DETAIL IMW.4.m IaeaRaNN GENERAL NOTE-5 115TOR4r6TCR BY CONTEOI STOwAwATER SOLUTIONS; 0OLTNND. OR 0001 540.4667:10 4660031.11. 80 077)907. Et76) UNTOKOP4, MD MP 740-3318. 2) RRR CMIRIOG[p1 TO BE 4MO1- ALT11AR0 AND 5137{T0ANING. STANDARD DETAIL SHO*1 MAUMU4 NUMBER Or CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE smarm ON 5IR nA1S OR IN DATA TABLE BELOW. 3) rl70AST 14,0010LE STRUCTURE TO BC CONSTRUCTED IN ACCORDANCE MTN ABTA. 0470. OCTAL REFLECTS DESIGN INTENT OILY. ACTUAL DIMENSIONS AND CONSGURA110N Or STRUCTURE PALL 00 580AM ON PRODUCTION 5)10P DRAWING. 4) STRUCTURE AND ACLG95 COVERS TO MEET AAS100 8-20 LOA) RATING. 5) STOP 47111711 REQUIRES 2.3 RET Or DROP FROM INLET TO OUTLET. Ir 1295 DROP IS AVNUSIE. CONTACT CONRGN 5TORIMWAIER 50LRDNS. 41NA1. 1 ANGLE BETWEEN NILE AND OUTLET 5 45'. G) PLR PIPING TO BE 5r7O7ED BY ENGNEER AND PRONGED BY CONTRACTOR REC 5T MAMIDU 5TORMflLTHL [WPM Witt A DUAL 04ME102 NM OWLET 57U15 AID SAID COLLAR CIGM1MEN 5N.1TER MLR 5ECOON MAY BE WARMED FROM OUTLET STUB AT MOLDED-84 cur Let TO ACCO•AODATS A ) 2 NCH OUTLET PIPE. CONNECTION TO DOMOTRWA 7MNG TO BE MME USING A 00691E COUPLING OR ECCENTRIC REDUCER. AS REQUIRED. COUPLING BY MASCO OR 70101 AND RONOM BY COMPACTOR 7) 77040E W40MOM OE/RN= FOR MAINTENANCE ACCESS. R A>IMLLOVER SYSTEM 6 =MED. CONTACT CONIEL 1 5T0RMWATER 50OtONS POROTHER OR IONS. e) ANT-FLOTATION BALLAST TO BE 5PECI0I1O BY MOWER AND 7705)00 BY CONTRACTOR 17 ROSIER00, BALLAST TO BE SET AROUND ME PERIMETER OF THE STRICTURE. 5) ALL STOP/MUM MOUSE REGULAR MAINTENANCE. TEMPER TO OPERATION AND MNNRNANCL GDDEUNES FOR MOPE INFORMATION. 300 RAMS 0. AND COVER (STD) PRECAST MANHOLE 5TORMFILTER DATA STRUCTURE ID PAR 010 R00WRAO /.0 ] 0.047 1 / �J \` PEAK IF. ETU N M RATE Of I pal RENRNMOO 0F PEAK I1OV/(Wa) 0.076 00 2 TIODGE CALETSDGCS now GRrwTGE ROV PA E K S Or ).s SPN R .. ... MANHOLE STORMFILTER - TOP VIEW 2 011117 SAND COLLAR 0500 170 011)11 STUB MEQA ELEVATION Pewm.2rG) RIM CIP/ATON 270 1. 201.00 RR DATA: IE, ORIENTATION MATERIAL OMIETOL INLET PIR 01 INLET RR 402 277.75' T 1 I S' WA CM NA e' WA OIITIEf S1U6 2755 .45' 54' MOPE M ECCENTRC REDUCER (BYCONTRACTON) MEMO SUE - NO WA IMI.rt010 ION 614.4 W10121 NDG111 WA WA 1 � .;, Aro10EwN CUT we pr BS OUTLET STIR ' NOiC55PECD1 REgNRD.4ONT5: PIPE ODENTATDN KEY) 1�' lii II��iiiir CAMEL PIPE (BY CONDOCTOP) ��1////.� + COALING (BYCONiRA Oe OR BALLAST C NOR D) OTr CONTRACTOR) Tr( SIORAMAITA L4VSN.eEwr MANHOLE STORMFILTER - OUTLET DETAIL O2 . MA6.0ii°ie 2 ID�uffO' OM COH1E01104*44 rBOWVs 5401. /00184 B - STORMWATER - ..or:..�.. PRECAST 48' MANHOLE STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA STANDARD DETAIL 2 wrcummlrAN:N>e Ir.ANNenDP4e Kamm u lament .= STORMFILTER DETAILS PLAN NTS 54- OAP TAN. 80' 0007PRNT 4FNGT1 TANK TOP -27711 TANK BOTTOM -27281 CB ROW CONTROL CB SEE DETAIL 3/01.6 r 0411 wASILEO ROCA BEDDING t 0400711 TO TOP O TAW. 121 U'PE 0 EACH LID CB7 CO 5 137E 2. 46• 5TOHMFAIER TYPE 2, 41• FLOW CONTROL CB SEE DETAR 1/01.4 SE SECTION -A S OE1AR. 3 /C1.6 NTS 0111E7 10 CO 3 NOT TO SCALE minim GROUND MN EL*279.118 541 CARP 117. -31 DRAW R00( NOTES: 1. ALL METAL PARTS CORROSION RE45TANT. S1EL PARIS GALVAN0ED AND ASRIALT COA1EG (TREATMEN1 1 ON BETTER). 2. CUP TANK SNAIL BE SUFFICIENTLY WEIGHTED 01RNG GRAVEL BACKILL INSTALLATION 1 IF THE CONTRACTOR SEEKS TO 115E A ORERENT PRODUCT 1NAN CONTECN, CONTRACTOR MUST SDBMT A REN50N TO CITY OF RMWYA Pu6UC YORK5 FOR REVIEW AND APPROVAL COMPACTED BACAT1LL DETENTION TANK DETAILS 2.25. T1P, SECTION -B NTS NOT TO SCALE CAUTION UNDERGROUND U1010ES MST w TILE AREA AND UTRITY IWORMATI01 SHOWN MAY 6E NCGIREIE. STATE LAW REQUIRES PLAT CONTRACTOR CONTACT THE ONE -CALL UTNTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1- 800-424 -5555 RES1RICTOR PLATE MTH 1.2010 ORIFICE RES1IBCTOR PLATE W/ 0.00140 ONDGC PROVIDE GOWNED SPACE SION PER 0514 RE0180404T, (TIP. ALL RISERS) LADDER OR STEPS MEETING ALL REODi0EN15 OF RING COUNTY STANDARD DWG. NO. 2 -011 LIFT HANDLE EKTEND TO MH COVER OETEN1108 TANK TWO FOOT MN. CLEARANCE TO ANY PORTION O FROP -T INCLUDING 218045 121 NA CARP FABRICATED 1EE AND USER )41040800 81 CLEANOUT 8/ SHEAR GATE PER RING COUNTY STANDARD DWG NO. 2 -026 0 RELEASE 2 TR-w.S R.2TS.11 040.029 10 11-8.41. 0.276.19 040.078 FROP -T NTS ROUND MANHOLE COVER MARRED VANN1 N1111 LOWING BOLTS 12- REMOVABLE SECTION Of RISER TO BE ATTACHED 1111N GASKETED BAND LOWEST 01810E ■ IraniTRAP S ALUMINUM PIPE SUPPORT STRAP SPACED AT 7 E SUP. TO 7a� , WALL W/ 5/31 STAINLESS ANCHOR BOLTS Y `_ 1' YIN wig mom OAP COJPUN0 C FABRICATED ELBOW W/ WATERTIGHT REMOVABLE NUPUNG AND RLSIRICTOR RATE W/ ORRICE SFCTION NTS PLAN NTS TANK FLOW CONTROL STRUCTURE, CB 5 DETAIL NOT TO SCALE ■0T2 FRAIETODO GROUTED E.OMEN TO BE LOW CATAI.OG WOMEND1TGIR, AND MULCT NUMBER NGST.275A WIM TE SEAL TF'NAMPAUO LEGENDS 1N1 SIM Na slow& 1 RAMS TO BE UAW CATAOO MOWER 34M 14 T. ON OILY, 4. KRAAL SO TART BOLT KAMALAN M CENTER 0 LOOM. sr Teams City of Tukwila 870R14 MANHOLE wore COAID Amass RFD IIr4444s esr MAW RAN TUKWILA PUBLIC STORM MANHOLE COVERS NOT TO SCALE •NN.RRNV00a Pwooms Dun Gm. 16Wp AP 10N. 0w 1.414 034fV,VNn- 0.I-8Oc • 64434 .4.. JUN 2 6 2009 fD1. • 1 r30:10=2:LTIT DUNCANSON Gamey. Nm 6NYNASr1A 1irk. ?KIM Nl la MIMI NM REVISIONS 0 8 0 5 00 05 a +2 6 1- DRAWN: JMK DG NU 05477 DATE: 12/14/07 C1.8 8 OF 10 SHEETS OFrifut. WL-A / 61. � /+ti tar= Cq - N `a rAT al 61° tip• ZTd Plant Schedule For the 6rl1112n- Turley Buffer Restoration Tree • Co®m/Bauoiol none' -. SirlCcaditicdSpau 1.42000, 0®tioe • macee0Wam' - - 45(20.1) FACU 6 big leaf maple SVC Pamdessap mmulail 4•' Cm FACU lb Douglas Dr 15' OC Shrubs Sae/C0od10ica 45' (2 CIO 6YOC 142400 3YOC 11 •24'80 .YOC 1g -2'010 4'OC 16•2" BR 4'OC BUFFER ENHAM EME7.LT AREA (3,8,0 stn. PT) NON rn' wrier 10dieatm FAG FAN FACU FAC PAC* Oemiu 19 I50 37 50 16 15F11 J.JN APPEND IX 1 11 /Can- Olz. 13s tL5 PLANIf6'1(o PLAN 4w° IN FeK 1HANC:W1 / `t' `. [tf3Ut'EDi►3 E213/15ED; rho- KU 2t3/ZJOI JOHN COMIS ASSOCIATES tg, G ,IMM - PJR1 ' fi O%it/ TYPICAL PUGET SOUND LOWLAND PLANT COMMUNITIES Shgmside Camm®iees 5@iIDaide Clan b ]lid-. ragiolokkosisE nose will,. -ma. ad,yy4 bMd> j gp p, weawrdoS.,.eava lamb.. rd Adak Goa. ash (daramke timoed to calm. portion .Paps la.hd my), van �mm.0pq a<mome,.rd oia 4eeweod. tone mplb 5,0,5 d potlabs6yat ASIQUI/261.5222551. t.d&o.0 ., nil odaeaey. and aura 106. pan awed Pa --- ^sRanana en !alb -Pond 8I4 -e 0** Associated Species: Nor .la.ear,. rd m dep.ad 5110.00-, red orate,. Pad. .t sin 0004.. Ittanisna$gyj@: fedora14=A *06..4.4 Whelk — : •a.Ork aeon. eimpeme tuned Stataiatiod (fig; sift wane, Pacific wilbr, rd arm *IP.004. aP.me.y Atsaaffi,5o0GS6: 9.d alaberry. ass. asap0). Da :.mesa rd Oda, ware Mabel:b aBer, a•p•a ems. rd a- dp.wt+es�p..dpe. pm'PO pat Arms 6.RP 82225:11222,2192i17.- Md. 4.4 !attar EKES Domes Sects: De... F, .cave rd ado, mama bomb.. eel ids, berd maple. bins cherry, mlmmtms..M road 6v¢ Gm: Mated Sasig:wawa ate put, ermd 6.90edv wdbw, enema ma; nom mrmake, rd dictony, heiaa pap wevm bn/amry. rP00dmd* hallo bon Shop ran' Nee eiebvbery Amami Seamen loZm Nat meat rd elde6ary .rep as ▪ dad aeon lm6 0000.410 tae met with We or adera.b0 000b Nile ®lk sehsice .460.0.4. day m.oM.Wimd Ho.*, np mate apse, eat., as Tinge, pomia. ad w0 saes fee amman spyddlaids irar6p 60600K wine.eaddeb elth, bad. wed ddb mepm2a bap puimi•atl0pa ®e SW made.= doe by smogs Dieleaiep; a mare Mammon bare (ran value a mate.. wend d and (dvmd ape et dean rap. Hard rap Mwmi and sap Ire* era)d.o.nova re.. *0m : de sit.. Son rap. o aide! b ar mjany dap dpm p00 WU. Sup ub q very'Des parrs, 6 !nand MVd won ate,. pail. Tram man 4d a dyti tram dPV te W bwildga ua Sep amid alp be Pe b d. warp. as b nu a pr.. W mad. its TYPICAL.. CHANNEL CRas -5ECTIoNI Notes for Typical Channel Cross Section: • Relate chum. to the alignment as shown on the Planting Pho, Figure 5. • Chanel 6000m shell be about 3 GM wide and 2 feet deep with variable side slopes to mimic natural meandering channel conditions • Channel bottom shall be planted with en erosion resistant grass mixture as may be specified in Spit. grass-lined bioswales extending upstream from the culvert inlet to the and of construction m she nonhmn property Roe • Channel top width shall be about 7 feet wide with variable widths to uric month meandering channel conditions • Plant shrub and tee vegetation as iodicped on the P60ting plan in the areas along the top of the bank to provide eManad shade and cover for wildlife habitat. NAME nWIW At 00101100 ' NIL 4444 • M.P. Use ArM 0aa00M46 -1.7 ma* IlACU IBM The .wd•...a. and Yaws al mpe.mmarearM� ta awn. moan. lam *ea some.maywb. ma... as 0nsaa4 Pyrex tad apse near *pan sane b me.*r ea pro new ®rap tar roiame Park liplareap. *Pea .n ma,* Aka, el. rile ammo P.. w mew.. a.. farm smai. a ma awra. .ne amend ter amw.a.a. d sada. om10a Or PACU 5M awl Ito memo mams ea open. Codes mPand.' mom,_._ .war amp. rx b.ai..r.a..d.aw . a to 1....b......mu.......aA .;. m, ..., e..P aa.a a�arPwwrs a ..... d... 0, 0.44 - r. am at wpm we s .. =wawew..a+a.r... M".•= or eras=., ...tea. RCP +w.me. Mania `rr...Pbrs..a.. ea ones tea. — v.rba. Pr. "ea. pap. �y • • naps PH 11 4'1111 I� 111111111 FINISH ORAGe - 1l {�� ilil✓Iill11 « r, n? .•— a 1 211 - - - -- _ __ - - - - --- — - __ - - - - - - -- - 4444. -- - -- - -- - -- 3' High Buffer Delineation Fence JUN 2 6 -2009 COM1l1UN•Tf nEVELOPi EE T DUN.C,A -NSON. cvTh*4. lnc 142 SW1SSd Street, Sate 102 Statile. WONi,pon98166. Phone 206.244141, . Fat 206.244.4415 WETLAND & STREAM -. ENHANCEMENT SPECIFICATIONS PER JOHN COMIS ASSOCIATES, INC. DWN.. BY DATE - JOB NO. JMK - 05/12/08 05477 CHxO. By - SCALE - SHEET HMD.- - NTS 9 of 10 SPECIFICATIONS FOR BUFFER 6. ENHANCEMENT PLANTING, PLANT 7 SCHEDULE AND DETAILS By John Comis Associates (JCA) Revised, 5/24/07 Buffer Enhancement shall be constructed onsite within the modified buffer area as shown on the Planting Plan (Figure 5). The Planting Plan far Buffer Enhancement provides mitigation within a modified buffer area by removing invasive, non - native plants such as Himalayan blackberries and grasses, and replanting the respective areas with more desirable native species to provide cover and increased habitat diversity for wildlife that may frequent these areas. The planting details are provided in this appendix. They show typical instructions for planting the trees, shrubs and bare root plants. This also includes the schedule of plants listed on the planting plan, their respective quantities and a recommended list of nursery sources where they may be obtained. 1. GENERAL NOTES AND PROVISIONS:'"_- ___�._..�.. 1. Planting may be dote between March Ito April 30, if done in the spring; or between October 1 to November 15, if done in the fall. Note that plant materials may be more available from growers in the spring and arc better suited for establishment in the spring. 2. Thoroughly water all plot Led areas immediately after planting. Watering shall be doe weekly during the first growing season or at regular intervals as specified by the project wetland specialist. 3. All exotic, invasive or undesirable vegetation and all weeds listed on the State Noxious Weed List shall be removed if they exceed 10%%, aerial coverage in the entire buffer /watercourse area. 4. Undesirable vegetation shall be removed from the wetland and buffer areas by clipping, pulling or digging or other method as may be approved by the wetland specialist. Undesirable species will be identified and controlled (removed) by hand in small areas. Removal of desirable plant or volunteer species such as red alder or quaking aspen should be avoided. (See "Maintenance" section for more details). 5. Any appliances, tires, trash and debris shall be removed from the mitigation area and disposed of in an approved solid waste handling facility. 6. A 3 -fool high buffer delineation fence (or equal) shall be constructed along the modified buffer boundary in the areas shown on plan sheet Figure 5. Fencing may be constructed of spit cedar rails (See typical detail in this appendix for construction information). The purpose of the delineation fence is to prevent casual intrusion from adjacent areas into the wetland buffer. Excavation within the created wetland area shell be completed only during dryer summer periods between August and the first rain period, about September. Prior to placing and spreading sealing material and topsoil, a field meeting will be conducted with the Project Wetland Specialist to verify grades and determine if any adjustment(s) are necessary for grading and sealing within the mitigation site. • • 8. Plant the wetland and sloped buffer areas as shown on the plan sheets. The planting may be done between March 1 to April 30 in the spring, gr between October Ito November 15, it done in the fall. Note that plant materials may be more available from growers in the spring and are better suited for establishment in the spring. 7. Signs indicating the presence of a wetland buffer shall be posted along the perimeter of the buffer boundary at intervals of 25' -50' (sec Fig 5). Signs shall be of durable material and attached to treated wood fence posts. The number, spacing, size and wording of signs shall , be in accordance with standards provided by the City planning department. 2. SEQUENCE AND SCIIEDULE 1. Schedule end attend pre -construction meeting with Project Wetland Specialist and City of Tukwila officials(s) prior to start of excavation for the buffer mitigation and watercourse relocation. 2. Stake all clearing and grading limits for the wetland mitigation project site as shown on the approved plans. Mark off limits of the temporary access road to site. Mark "save" trees within the mitigation site. 3. Care shall be taken around the lower edge of the excavation area between the existing wetland edges and the new created wetland to not disturb the existing wetlands (see Construction Notes for construction fence requirements). 4. Clear and grub within the marked limits of the wetland mitigation site, avoiding the "save" trees and habitat islands as indicated on the plan sheets and as directed onsite by the Project Wetland Specialist. 5. Excavate the mitigation site to (lades as indicated on the plan sheets, allowing for additional excavation in areas where bottom sealing and topsoil are to be placed. Nursery Sources Balance Rastomtion Nursery: 27995 Chambers Mill Rd. Lorane, OR 97451. Phone/Fax„ 541- 942 -5530 Briar Group (formerly Briargreen): PO Box 23220, Federal Way, WA 98093. Location: 1926 Meridian Ave. E., Fdgewood, WA Phone: 253- 925 -2140, info2@7a.raoidero.som (www.briargroupinc,com) Plants of the Wild: PO Box 866, Tekoa, WA 99033, Phone: 509- 284.2848, Fax: 509- 284 -6464, www.planuofthewijd.com: Kathvtnlantsofthewild.corn Sound Native Plaat4: PO Box 7505, Olymipie, WA 98507 -7505 Phone. 360 - 352 -4122, Fax: 360 -867- 0007, josivn®soandnativeolaats.cogt (www. soundnativeplants.com) Steve Wilson (Aspen Valley) Bare Root Natives: Phone: 360-520-5366, Fax: 360 -262 -0401 $Lotto lake Growers; 21609 89° St SE, Snohomish, WA 98290 Phone: 360- 794 -4842, Fax: 360- 794 -8323, lerm @slarowees.con) (www.slgrowers.com) Tadpole Haven Native Plants, PO Box 1702, Edmonds, WA 98202 -1702 Phone: 425- 788 -6100, Fax: 425- 844.2824, tadnole(01cmc,ne( Watershed Garden Winks: 2039 44° Ave, Longview, WA 98632. Phone/Fax: 360 - 423.6456 Wabash Fauns: PO Box 291, 31218 5E408° St, Enumclaw, WA 98022, Phone: 360 -825- 7051, F°x: 360. 825 -1949, wahasb 0Mventure_corp 3. PLANT MATERIALS I. Provide locally grown nursery plants typical of their species or variety with normal, densely developed branches and vigorous, fibrous root systems. 2. Provide only sound, healthy, vigorous plants, free from defects, dead wood, bruises, or other root of branch injuries, disfiguring knots,sunscald injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers and all forms of infestation. A. All plants shall have aridly developed form without voids and open spaces. B. Plants shall have well developed roots sad not be root bound, nor have circling roots. C. Plants held in storage will be rejected Willey show signs of growth during storage. D. Plants shall be removed from containers immediately prior to planting. At same time root balls shall be examined. and loosened throughout at least the outer 1" of root ball. 0. Native soil should be used as backfill. F. Plants larger than those specified in the plant list maybe used when acceptable to the Owner's representative. 1. If the use of larger plants is acceptable, increase the spread of roots or root ball in proportion to the sire of the plant G, Balled and burlap plants: I. Shall have firm, natural balls of earth of sufficient diameter end depth to encompass the fibrous and feeding root system necessary for full establishment of the plant. 2 Provide ball sizes complying with the latest eddion of the "American Standard for . Nursery Stock ". 3 All burlap to he removed and roots inspected prior to planting. Cracked or mushroomed balls are not acceptable: H. Container grown stock: • 1. Grown in a container•for sufficient length of time for the root system to have developed to hold its soil together, firm and whole. 2 No pleats shall be loose in the container. • 3. Conifers and shnibs shall not haves planting hole deeper than the root ball. 4. Container stock shall not be.potboutd. 5 Rout balls must not fall apart when removed from container. I. Trees: I Provide tree species that mature et heights over 25 feet with a single main trunk 2. Trees that have the main trunk forming-44Y" shape are not acceptable:. 3 Evergreen trees shall be branched 100-0 ground. . 4. No pruning wounds shall be present with a diameter of more than 1 inch, and such - wounds must show vigorous bark -growth on ell sides 1. Shrubs and small pints: Shrubs shall meet the requirements for spread and height indicated in the plant list - (see Plan sheet). •, • 2. The measurements of height shall be taken from the ground level to the average height of the top of the plant, did not the longest branch.. - 3, Single stemmed orlhin plants,wiil not be accepted. - . 4. Side branches shall -be generoos; well twigged and the plant, as a whole, well .bushed to the ground. 1. The measurements of height shell be taken from the ground level to the average height of the top of the plant, and not thelongest branch. • 6. Single stemmed or thin plants will not be accepted. 7. Side branches shall be generous, well twigged and the plant, as a whole, well bushed to the ground. .. Shrub Detail BACKFILL WITH NATIVE SOIL DO NOT PLACE WOOD CHIPS AGAINST TRUCK OR OVER CROWN OF PLANTS ' Remove -toot burlap PLANT HOLE TO BE NO Coniferous DEEPER THAN ROOT BALL Tree Detail DO NOT PLACE WOOD CHIPS AGAINST TRUCK OR OVER CROWN OF PLANTS • raviara �ha4Pw sot. 1.5 #o 2.11PALIS IaDor Spy if./ LAXISIIJFZSED S 5L- Bare Root Planttnq•Note: j 11 barn root material Is specified Mass additional requlranianta must be met' Bare • rootstock alas: • 1. Have their roots soaked overnight the night before planting. 2. Have uatr roots protected from drying daring Installation process. 3. Have a0 damaged, diseased or designated roots and , m ends cleanly primed. .. 13�� 2W'- p .tor[n Iv i. t7 Undisturbed soil or compacted backflll Remove root burlap . Rubber hose collars 12 Gauge wire, 3 fg t20 deg. Intervals around tree ,-Planting saucer BACKFILL WITH NATIVE SOIL rail-K24- wood stake PLANT HOLE TO BE NO DEEPER THAN ROOT BALL AT PLJN1010 PRUNE ONLY CR053540 LIMBS, OD- 001,IPLVR LEADERS. MONO! OR DEAD BRANDI:S, AND Am BRANCHES THAT A HAZARD TO PEDESTRIANS. 10P OF 441 TO BE SET 2' TO S ABOVE TI@ LEWD. Or 114E SURROUNONO 504 3' FARM SAUCER SUBGFAOE BACKFILL WITH NATIVE SOIL MIMI k3.1 =1t.• .11. l 1 II: i =11 11= 11 =11- 11. °.11:- 11 =11 -11 � 11- 11=11=11=11:--11=11=--11=11- 11=11 II:II:11 1I UNOtStUSED SOL Tree Planting - Balled and BurlappfpneTf,T WETLAND & STREAM ENHANCEMENT SPECIFICATIONS PER JOHN COMIS ASSOCIATES, INC. RDIOVE BURLAP NOT-PLACE-WOOD CHIPS AGAINST TRUCK OR OVER CROWN OF PLANTS CODER Tm1NK OF TREE N Pit WATER R ceouct01 WAGE 071110 THE MST 40 HOURS. l (r a f( [y 121\ [7,. JUN 26 2009 DUNCAN.SON Company, Inc. /15 SW 255th Snwet Skin 102 Sande, Walking. 98166 PAosa 206:241.4211 F 206.24.4155 DwN. JMK DATE 05/12/08 "JOB NO. 05477 CHKD. BY . SCALE HMD - NTS SHEET 10 Of 10 SHORT PLAT NO. # CITY OF TUKWILA, WASHINGTON PORTION OF NE 1/4 of NW 1/4, S. 22 T. 23 N., R. 04 E., W.M. RECORDING NO. VOLJPAGE DEDICATION KNOW ALL MEN BY THESE PRESENT, THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBOMSION SHALL NOT BE FURTHER DNIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS. FROM DATE OF RECORD. WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. NAME NAME NAME STATE OF WASHINGTON COUNTY OF KING GATE DATE DATE ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL 8EM- THIS DAY OF 2005. SIGNATURE: NAME OF COMMISSIONED: TIRE: MY COMMISSION EXPIRES: STATE OF WASHINGTON COUNTY OF KING ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2006. SIGNATURE: NAME OF COMMISSIONED: TITLE: MY COMMISSION EXPIRES: STATE OF WASHINGTON COUNTY OF KING ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2005. SIGNATURE: NAME OF COMMISSIONED: TITLE: MY COMMISSION EXPIRES: 16 2 FOUND LEAD & TACK IN CONC., IN CASE DOWN 0.8' NW COR 22 -23-04 N87 35'13 -W 5 ,62'(C 515.00(P) 1 132 5 32 1492.6) 926 ) i k� 32 FOUND 5/8' REBAR & CAP WITH COPPER TACK IN CASE DOWN 0.5' 32 REFERENCES S. 144TH ST. 2653.89'(p) 2652.02'(M) T1805.08'(C) 1806.20'cP) TT T 2062.34'(C) 2083.80'(P) I I 5 16 7 18 9 10 11 12 I 13 I 17 1 7 r l FOUND 3/8' BRASS PIN PATH PUNCH IN 4' SO. CONC. POST IN CASE DOWN 0.6' 14 ( 15 16 W ADAMS HOME TRACTS I I-- I --I -� 32 31 I 30 I 29 I 28 -27 ro —I N8739'57'W j )U 128.73' A, 26 I 25 I 24 I 23 I 22 I 21 B 020 ,r, co X829 `(,) 2083.70'(P) n'n Z- _ _-1 ___L 1B2a2s c 162e.r(P) I I �.l BAIT 4'41'E - 1 128• 75' 2eso.io'(M — �-- 2851.0gP) FOUND 2' BRASS DISK WITH PUNCH IN 4' 50. CONC. POST IN CASE, DOWN 0.6' ADAMS HOME TRACTS, VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON BASIS OF BEARING BASIS OF BEARING: NORTH 01'05'36' EAST ALONG 42ND AVE. S BETWEEN S 144111 ST. & S. 146711 ST., REFERENCED TO NAD83. BASED ON STATIC GPS OBSERVATIONS FROM WSDOT HC17 -5. ALL DISTANCES SHOWN HEREON ARE GROUND VALUES USING A COMBINED SCALE FACTOR OF 1.0000113133. LEGEND • SET BAR & CAP, LS. #41277 O FOUND BAR & CAP, AS NOTED 81 FOUND MONUMENT IN CASE. AS NOTED S. 146TH ST. CERTIFICATE OF CONFORMANCE THIS SURVEY WAS PERFORMED WITH A TOPCON GTS 211 -D ELECTRONIC THEODOLITE READING DIRECT TO 5 SECONDS OF ARC AND MEASURING DISTANCE ±(3+(2PPM X D)) MM. NOS BASELINE COMPARED JUNE, 2004. THIS SURVEY MEETS THE MINIMUM STANDARDS SET FORTH IN WAC 332 -130. EXISTING LEGAL DESCRIPTION LOT 20, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. SURVEYOR'S CERTIFICATE I JONATHAN M. BECKER. PLS , REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT 13 BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. COUNTY TREASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT AU. SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL THIS DAY OF 20 DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FIUNG THIS DAY OF 20 CHAIR SHORT SUBDIVISION COMMREE 1m 0 kU Z 0 cV s PLAT UNE GRAPHIC SCALE ( 01 7SeT ) 1 Inch - 200 R JUN 2 6 2009 COMMUNITY IIIEVELOPi&EUT RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M. AND RECORDED IN VOLUME OF PLATS. ON PAGE RECORDS OF KING COUNTY, WASHINGTON. DEPUTY DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DUNCANSON ComponK Inc • CIVIL ENGINEERING • SURVEYING • LAND PLANNING JA SW 1S%A Sb={ Jh 108 5.1s W. AV 66 Ram. 158)3444141 A¢ (58)3644433 DWN. BY MC CHKD. BY JMB DATE 0622/2009 SCALE 1' =200' Joe NO. 05477 SHEET 1 OF 3 TUKWILA SHORT PLAT TURLEY PROPERTY GEM CONSTRUCTION SHORT SUBDIVISION MAP SHORT PLAT NO. # CITY OF TUKWILA, WASHINGTON PORTION OF NE 1/4 of NW 1/4, S. 22 T. 23 N., R. 04 E., W.M. RECORDING NO. VOLJPAGE TYPE III WETLAND EDGE FENCE IS 1.5' NORTH OF LINE "L'Avi4t 7 O 37.10' TRACT A 4,103 SF 150' L.JS22' 82110' 11.713717. e5" V? ,a_ 0 U I- 4 J LOT 19 92.84' \ \ „ �I 31, y3 g. ' / . / ,4 /70' B.SB.L. ,64/ I- ('>P.) 07 .3} / 77 L 6,5245F LOT 7075 SF 6,574 SFNET J \ N01'07.35'E 311.80' \ LO 3 6,932g 6,5542 sr-NET N010753'E 71.25' 116.95 CHAINLINK FENCE 0177.02'0 UNE TABLE UNE BEARING LENGTH L1 N0177•53'E 20.00 L2 N87'44•41'W 14.67 L3 N87'44•41 °W 15.46 —'i 1 Zo 4N . p 34.75' DRAINAGE EASEMENT - LI \ LOT 20 10' 1 . PUBLIC STURM DRAIN EASEMENT 140.38' e ° LOT 1 61 25F L N0107'35'E I-10' I I ,© J 1 J. 1540' 2507' z 0- 0 N0107'53'E 311.98' GRAPHIC SCALE m a (w FEW ) t inch - 20 It EASEMENT NOTES AO ACCESS & UTILITY EASEMENT - DESIGNATED ON SHEET 3 BO UTILITY EASEMENT - DESIGNATED ON SHEET 3 © UTILITY & SIDEWALK EASEMENT - DESIGNATED ON SHEET 3 QD PUBUC STORM DRAIN EASEMENT - DESIGNATED ON SHEET 3 QE DRAINAGE EASEMENT - DESIGNATED ON SHEET 3 !�F SENSITIVE AREA PROTECTIVE EASEMENT - DESIGNATED ON SHEET 3 LOT 21 2 19.94' ■ 74.75'1 -10' 115.02' Lf_ 940 ET 20' FRONT &sac. (nP.) 1 I c\41 O uBU1Y �ldjO EASEMENT N07777'531" 84.62' 26.7' (20' ACCESS & (MUMS EASEMENT 0 4- 6.7' BUFFER) 0 115.02' LEGEND • SET BAR & CAP, LS. /41277 O FOUND BAR & CAP,' AS NOTED N8744'41'W 128.75' 20' FOUND REBAR & CAP, 'LS 19635' UTILITY & SID£WALX EASEMENT rc 'J (JN 2 6 2009 cI OMMUN!TY �(EVELOPfi!.ENT DUNCANSON Company, L1t. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 143 Swma A4.c,R 462 Sam* NYda,ya 40146 Ms 17W124 -410 f¢• (1)2H4455 TUKWILA SHORT PLAT TURLEY PROPERTY MC DATE 08/272009 JOB NO. 06477 JMB SCALE 1, 20, SHEET 2 OF 3 GEM CONSTRUCTION SHORT SUBDIVISION MAP SHORT PLAT NO. # CITY OF TUKWILA, WASHINGTON PORTION OF NE 1/4 of NW 1/4, S. 22 T. 23 N., R. 04 E., W.M. RECORDING NO. VOL/PAGE NEW LEGAL DESCRIPTIONS LOT 1 THE EAST 51.00 FEET OF LOT 20, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE WEST LINE THEREOF. NORTH 01'07'53' EAST 115.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'44'41' EAST 77.74 FEET TO A POINT ON THE WEST UNE OF THE EAST 51.00 FEET OF SAID LOT 20; THENCE TO NORTH 65'36'44' EAST 58.51 FEET TO A POINT ON THE EAST LINE OF SAID LOT 20 LYING 140.36 FEET NORTH OF THE SOUTHEAST CORNER THEREOF. AND THE TERMINUS OF SAID LINE. L91_2. THAT PORTION OF LOT 20, BLOCK 2. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOWME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE WEST UNE THEREOF. NORTH 01'07'53" EAST 115.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'44'41" EAST 77.74 FEET TO A POINT ON THE WEST UNE OF THE EAST 51.00 FEET OF SAID LOT 20; THENCE TO NORTH 65'36'44" EAST 56.51 FEET TO A POINT ON THE EAST LINE OF SAID LOT 20 LYING 140.36 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, AND THE TERMINUS OF SAID UNE; EXCEPT THE EAST 51.00 FEET THEREOF. LOT 3 THAT PORTION OF LOT 20, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE WEST UNE THEREOF, NORTH 01'07'53' EAST 115.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'44'41' EAST 77.74 FEET TO A POINT ON THE WEST UNE OF THE EAST 51.00 FEET OF SAID LOT 20; THENCE TO NORTH 65'36'44" EAST 56.51 FEET TO A POINT ON THE EAST UNE OF SAID LOT 20 LYING 140.36 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, AND THE TERMINUS OF SAID LINE; EXCEPT THAT PORTION OF SAID LOT 20 LYING NORTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE WEST LINE THEREOF, NORTH 01'0750" EAST 134.96 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'44'41' EAST 26.71 FEET TO A POINT ON A LINE PARALLEL WITH AND 26.70 FEET EASTERLY OF SAID WEST LINE; THENCE NORTH 47'47'48" EAST 140.25 FEET TO A POINT ON THE EAST LINE OF SAID LOT 20 LYING 233.20 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, AND THE TERMINUS OF SAID LINE. LOT 4 THAT PORTION OF LOT 20, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOWME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE WEST LINE THEREOF, NORTH 01'07'53' EAST 134.96 FEET; THENCE SOUTH B7'44'41" EAST 26.71 FEET TO A POINT ON A LINE PARALLEL WITH AND 26.70 FEET EASTERLY OF SAID WEST LINE AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID PARALLEL UNE, NORTH 0107'53' EAST 71.36 FEET; THENCE NORTH 44'21'49" EAST 77.58 FEET; THENCE SOUTH 73'53'08" EAST 17.22 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 28.00 FEET; THENCE ALONG SAID CURVE. 38.22 FEET THROUGH A CENTRAL ANGLE OF 7811'57' TO A POINT ON THE EAST LINE OF SAID LOT 20 LYING 37.10 FEET SOUTH OF THE NORTHEAST CORNER THEREOF; THENCE ALONG SAID EAST UNE, SOUTH 0107'35" WEST 41.51 FEET; THENCE SOUTH 47'47'48' WEST 140.25 FEET TO THE TRUE POINT OF BEGINNING. LOT 5 THAT PORTION OF LOT 20, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE WEST UNE THEREOF, NORTH 01'07'53' EAST 134.96 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, NORTH 01'07'53' EAST 177.02 FEET TO THE NORTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE NORTH LINE OF SAID LOT 20, SOUTH 87'39'57' EAST 21.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE TO THE LEFT, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 18.26 FEET; THENCE ALONG SAID NON- TANGENT CURVE, 4.3.51 FEET THROUGH A CENTRAL ANGLE OF 136'31'03" (CHORD BEARING SOUTH 51'58'55" EAST 33.92 FEET); THENCE SOUTH 35'03'34' EAST 21.81 FEET TO THE BEGINNING A CURVE TO THE LEFT, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 28.00 FEET; THENCE ALONG SAID CURVE, 18.97 FEET THROUGH A CENTRAL ANGLE OF 38'49'34'; THENCE SOUTH 73'53'08' EAST 3.30 FEET; THENCE SOUTH 44'21'49' WEST 77.58 FEET TO A POINT ON A LINE PARALLEL WITH AND 26.70 FEET EASTERLY OF THE WEST LINE OF SAID LOT 20; THENCE ALONG SAID PARALLEL UNE, SOUTH 01'0753" WEST 71.36 FEET; THENCE NORTH 87'44'41' WEST 26.71 FEET TO THE TRUE POINT OF BEGINNING. TRACT A THAT PORTION OF LOT 20, BLOCK 2. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 20; THENCE ALONG THE NORTH UNE THEREOF, SOUTH 87'39'57' EAST 21.28 FEET TO THE BEGINNING OF A NON- TANGENT CURVE TO THE LEFT, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 18.26 FEET AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID NON- TANGENT CURVE, 43.51 FEET THROUGH A CENTRAL ANGLE OF 136'31'03' (CHORD BEARING SOUTH 5158'55' EAST 33.92 FEET); THENCE SOUTH 35'03'34" EAST 21.81 FEET TO THE BEGINNING A CURVE TO THE LEFT. CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 28.00 FEET; THENCE ALONG SAID CURVE, 18.97 FEET THROUGH A CENTRAL ANGLE OF 38'49'34 "; THENCE SOUTH 7353'08" EAST 20.52 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 28.00 FEET; THENCE ALONG SAID CURVE, 38.22 FEET THROUGH A CENTRAL ANGLE OF 7511'57' TO A POINT ON THE EAST UNE OF SAID LOT 20 LYING 37.10 FEET SOUTH OF THE NORTHEAST CORNER THEREOF; THENCE ALONG SAID EAST LINE, NORTH 0107'35" EAST 37.10 FEET TO SAID NORTHEAST CORNER; THENCE ALONG AFOREMENTIONED NORTH UNE. NORTH 87'39'57' WEST 128.73 FEET TO THE TRUE POINT OF BEGINNING. EASEMENT DESIGNATIONS ACCESS AND UTIUTIES EASEMENT AN ACCESS AND UTILITIES EASEMENT OVER, UNDER AND ACROSS THE WESTERLY PORTIONS OF LOTS 2, 3 AND 4, HEREON, AS WELL AS THE SOUTHERLY PORTION OF LOT 5, HEREON. SHALL BE GRANTED UPON RECORDING OF THIS SHORT PLAT FOR THE BENEFIT OF LOTS 2, 3, 4 AND 5. HEREON, AS TO ACCESS, UTIUTIES AND DRAINAGE. THE MAINTENANCE THEREOF SHALL BE EQUALLY SHARED BY THOSE PARTIES TO WHOM THIS EASEMENT BENEFITS AND SHALL RUN WITH THE LAND AND BE BINDING ON AU. HEIRS, ASSIGNS AND /OR SUCCESSORS IN INTEREST THERETO. 11111 ITY FASEMFNT A UTUTY EASEMENT OVER, UNDER AND ACROSS THE WESTERLY PORTION OF LOTS 2, 3 AND 4, HEREON. AS WELL AS THE SOUTHERLY PORTION OF LOT 5, HEREON, SHALL BE GRANTED UPON RECORDING OF 11-115 SHORT PLAT FOR THE BENEFIT OF LOTS 2, .3, 4 AND 5, HEREON. THE MAINTENANCE THEREOF SHALL BE EQUALLY SHARED BY THOSE PARTIES TO WHOM THIS EASEMENT BENEFITS TO THE EXTENT THAT THEY ENCUMBER SAID LOTS 2, 3. 4 AND 5, HEREON. AND SHALL RUN WITH THE LAND AND BE BINDING ON ALL HEIRS. ASSIGNS AND /OR SUCCESSORS IN INTEREST THERETO. UTILITY AND SIDEWALK EASEMENT A UTILITY EASEMENT OVER. UNDER AND ACROSS THE SOUTHERLY PORTION OF LOTS 1 AND 2. HEREON. SHALL BE GRANTED UPON RECORDING OF THIS SHORT PLAT FOR THE BENEFIT OF LOTS 1 AND 2, HEREON. THE MAINTENANCE THEREOF SHALL BE EQUALLY SHARED BY THOSE PARTIES TO WHOM THIS EASEMENT BENEFITS TO THE EXTENT THAT THEY ENCUMBER SAID LOTS 1 AND 2. HEREON, AND SHALL RUN WITH THE LAND AND BE BINDING ON ALL HEIRS, ASSIGNS AND /OR SUCCESSORS IN INTEREST THERETO. PUBUC STORM DRAIN EASEMENT A DRAINAGE EASEMENT OVER. UNDER AND ACROSS THE EASTERLY 10 -FEET OF LOTS 1, 3 AND 4, HEREON. SHALL BE GRANTED UPON RECORDING OF 1115 SHORT PLAT FOR THE BENEFIT OF THE CITY OF TUKWILA. THE CITY OF TUKWILA SHALL BE RESPONSIBLE FOR THE MAINTENANCE. REPAIR AND REPLACEMENT OF THE DRAINAGE FACIUTES WITHIN THE EASEMENT. IF THE ENCUMBERED PROPERTY IS DISTURBED DURING SUCH MAINTENANCE, REPAIR OR REPLACEMENT. THE CITY OF TUKWILA SHALL RESTORE THE PROPERTY TO ITS CONDITION PRIOR TO THE COMMENCEMENT OF SUCH WORK UPON COMPLETION THEREOF. NO GRADING OR OTHER INTRUSION BY THE OWNERS OF L07S 1, .3 AND 4, HEREON, SHALL BE ALLOWED IN SAID 10 -FOOT EASEMENT AREA. THIS EASEMENT SHALL RUN WITH THE LAND AND BE BINDING ON ALL HEIRS, ASSIGNS AND /OR SUCCESSORS IN INTEREST THERETO. DRAINAGE EASEMENT A DRAINAGE FACILITIES EASEMENT OVER, UNDER AND ACROSS THAT PORTION OF A 34.75 -FOOT STRIP THROUGH LOT 1, HEREON, THE NORTHERLY 24.75 -FEET OF OF LOT 2, HEREON, AND THE SOUTHERLY 10 -FEET OF LOT 3, HEREON. AS DEPICTED HEREON. SHALL BE GRANTED UPON RECORDING OF THIS SHORT PLAT FOR THE BENEFIT OF LOTS 1, 2, 3, 4 AND 5, HEREON. THE MAINTENANCE THEREOF SHALL BE EQUALLY SHARED BY. THOSE PARTIES TO WHOM THIS EASEMENT BENEFITS AND SHALL RUN WITH THE LAND AND BE BINDING ON ALL HEIRS. ASSIGNS AND /OR SUCCESSORS IN INTEREST THERETO. IF THE ENCUMBERED PROPERTY IS DISTURBED DURING SUCH MAINTENANCE, REPAIR OR REPLACEMENT, IT SHALL BE RESTORED TO ITS CONDITION PRIOR TO THE COMMENCEMENT OF SUCH WORK UPON COMPLETION THEREOF. NO GRADING OR OTHER INTRUSION BY THE OWNER OF LOTS 1, 2 AND 3, HEREON, SHALL BE ALLOWED IN SAID EASEMENT AREA. $QJSITIVE AREA PROTECTIVE EASEMENT AN EASEMENT OVER, UNDER AND ACROSS TRACT A, HEREON, SHALL BE GRANTED UPON RECORDING OF THIS SHORT PLAT FOR WETLAND BUFFER AND CRITICAL AREA PROTECTION. A CRITICAL AREA PROTECTIVE EASEMENT CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN T110 LAND WITHIN THE EASEMENT THAT THE INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBUC HEALTH. SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION. MAINTENANCE OF SLOPE STABIUTY, AND PROTECTION AND PLANT AND ANIMAL HABITAT. THE CRITICAL AREA PROTECTIVE EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNE95 AND OCCUPIERS OF LAND SUBJECT TO THE EASEMENT THE OBUGATION, - ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE GTY OF TUKWILA, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT. THE VEGETATION WITHIN THE EASEMENT MAY NOT BE CUT, PRUNED. COVERED BY FILL, REMOVED, OR DAMAGED WITHOUT EXPRESS PERMISSION FROM THE C1TY OF TUKWILA, WHICH PERMISSION MUST BE OBTAINED IN WRITING FROM THE DIRECTOR OF THE PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 10 -FOOT BUILDING SETBACK UNE, UNLESS OTHERWISE PROVIDED BY LAW. NI* g 6 2009 111. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 143. W 13.118.4•4 sa IOZ Semi. Rlaftvon 98165 • Mac pap2444J41 Fc (A913N455 DUNCANSON Compmry, Lic DWN. BY MC DATE 0&22/2009 JOB NO. 054n CHKD. BY JMB SCALE N/A SHEET 3 OF 3 TUKWILA SHORT PLAT TURLEY PROPERTY GEM CONSTRUCTION SHORT SUBDIVISION MAP COORDINATE WORK WITH ADJACENT PROPERTY OWNERS... PRESERVE, ADJUST AND RESTORE EXISTING UTIUTY SERVICES IN ACCORDANCE WITH APPROPRIATE DISTRICT STANDARDS. NOTE: WORK IN RIGHT —OF —WAY NOTES: A SIGN POST. MEETING FIRE DEPARTMENT REQUIREMENTS, SHALL BE INSTALLED ALONG SOUTH 146TH STREET: LISTING THE ADDRESS NUMBERS FOR LOTS THREE. FOUR AND FIVE. • RELOCATED STREAM, 53 LF.'� "' RELOCATION PER .WETLAND REPORT ;' BY JOHN COMIS. ASSOCIATES, INC. 13 +31.96 NOTE: ALL UTILITES SHALL BE PLACED UNDERGROUND.; I 25' BUFFER 28 +31 81 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SCR MTh MINIMUM TW0 -11104 LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS. WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBUC. OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION 5 CLEARED AND THE RIGHT -OF -WAY IS RESTORED. DAC 11.06.170.A 3. MAINTAIN ACCESS TO FIRE STATIONS. FIRE - HYDRANTS, FIRE ESCAPES, AND FIRE FlGNTING EQUIPMENT. TUC 11.08.180 4 MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR 511E WORK. . 5 PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6 RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D " 7 DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REOUIRES THE DIRECTOR'S PREAPPROVAL A LICENSED . SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8 COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR. WATER AND NOISE POLLUIII3L. INC 11.08.210 - 9 INSTALL TEMPORARY SIDEWALK .OR CURB RAMP IF PERMANENT IS BLOCKED. DAC 11.08.220 - 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE MAC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE. STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. EASEMENT 20' EASEMENT 17' 13 +00 2 NOTE: PROPOSED HYDRANT TO PROVIDE 100 GPM OF FIRE. FLOW OR THE FUTURE HOUSES WILL BEREOUIRED TO PROVIDE INTERIOR SPRINKLERS, TO BE APPROVED BY THE FIRE DEPARTMENT. ENHANCED/REDUCED BUFFER. t-00 . -. 3' HIGH SPLIT RAIL FENCE W/ SIGNAGE ALONG .�— BUFFER EDGE SITE BENCHMARK SET REBAR & CAP "DCI CONTROL" • • EL = 2777.66 PRESERVE DURING CONSTRUCTION 12 +00+ Y27-h00 ;15' R20' —10' PUBLIC STORM DRAIN ESMT 00 EASEMENT .ASPHALT THICKENED EDGE 1.5" CSTC 2 CLASS B ACP MATCH EXIST • - ..2.5" CSBC MATCH EXIST PRIVATE ACCESS 'TRACT SECTION EXIST. R/W 4" CEMENT CONCRETE SIDEWALK 20' NOT TO SCALE R/W 30' 5' 12' 0.5' CEMENT CONCRETE • - VERTICAL CURB & GUTTER SEE TUKWILA STD. DWG. NO. DS -15 • 7.5't 4.5't - - - EXIST, ASPHALT 05 ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS EXIST. CROWN SAWCUT EXISTING - ASPHALT - - - 4" ATB 3" CLASS B ASPHALT SOUTH 146TH STREET SECTION NOT TO SCALE SANITARY SEWER - NOTES: PROP. STREET UGHT STA 2 +30.28, 19.81' ,L 'A ` UNDERGROUND POWER /PHONE /CATV /GAS DESIGN BY PROVIDERS 15' UPI_ ESMT 20' WIDE ACCESS & UTIL ESMT, PROP WATER - SERVICE; TYP. -1 - % DETER 3 - 1" METER SEE SHEET C3.1. -_G SERVICE 10' URL SIDEWALK SLIT EXISTING HYDRANT EXISTING. HYDRANT -_ INTX. STA 5 +00 S 14611 ST OF 42ND. AVE S 1 +00 S 146TH STREET. FOR - 3 +00.. • 5 PARC L - -� PER PSE • ..- r,..or; . 12' SIDE SEWER PER .VALLEY NEW. .0 SIDS, TYP.. . -SEE SHEET C2.1. • 1" INTX. STA 2 +44.02 SOUTH 146TH STREET = STA 10+00 Cis_ OF ACCESS DRIVE INTX: STA 3 +51.01 SOUTH 146TH STREET • = STA 25 +00 I OF PUBUC EASEMENT X: \Prolecte \2005 Prokcte \05477_ Gem Tully 5P (Dove Gen Tukwila) \05477 \6w9 \05477 -C2.1 6 03.1- URUTIE5.4n9 j EXIST. R/W 1. ALL METHODS AND MATERIALS SHALL MEET CM OF IUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED. 2. 1HE CONTRACTOR SHALL MARK THE END OF THE SIDE SEWER, INSIDE THE PROPERTY LINE, WITH A' 4 FOOT PRESSURE TREATED 2,4, BURIED IN THE GROUND 4 FEET. THE BURIED END SHALL HAVE A 2z4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 -FOOT SHALL BE PAINTED TRAFFIC YELLOW. AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. - 3. INSTALL SANITAY SEWER UNES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHES BELOW THE,BOTMAI OF A WATER UNE - PAVEMENT RESTORATION NOTES: I. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING - BAGKFILIJNG OR WHEN CONCRETE IS CURRED. . A EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, RESURFACING, OR FACILITY REPLACEMENT: • ON PRINCIPAL ARTERIAL MAJOR OR COLLECTOR STREET WITHIN 3. CALENDAR. DAYS. • ON OTHER STREETS WITHIN 7 CALENDAR DAYS. . -8. FOR WORK PREVENTED DUE TO WEATHER: ' • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND - . METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE.' - UTILITY NOTES: - 1. ALL TRENCH EXCAVATION OPERATICNS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET W15HA REQUIREMENTS 2. POWER, CABLE, FIBER OPTICS: AND TELEPHONE UNES SHALL BE IN.A. TRENCH WITH A 511INIMUM HORIZONTAL SEPARATION FROM OTHER - ' UNDERGROUND HUMS. 1 2 - 1D09 3 - ADJUST ALL MANHOLES,- CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -0F -WAY OR .EASEMENTS AFTER ASPHALT PAVING co:, -., ,:r.l: • CAUTION! UNDERGROUND UT1UTIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REOUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTIUTY .LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARING ANY CONSTRUCTION. 1 -800 -424 -5555 DUNCANSON Company, 10C. 145 SW 155A Sire, grin 102 ' Seattle, Washington 98166 Phone 206244.4141 Fax 206.244.4455 GEM CONSTRUCTION, INC. m Y 2, DESCRIPTION PER CITY COMMENTS 0 0 0 z GEM /TURLEY SHORT PLAT DRAWN: JMK DCI NO: - 05477 DATE: 12/14/07 CORO ,_3-07 C2w1 1 OF 1 SHEETS