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Home My WebLink AboutMisc - 4 of 5(C611 &'408) Kenneth Glasby - RE: Evendell Plat from King County From: "Steve Browning" Steve@soundbuilthomes.com> To: "Kenneth Glasby" <KGlasby@ci.renton.wa.us> Date: 08/14/2008 12:52 PM Subject: RE: Evendell Plat from King County Attachments: no app_1.pdf Ken, Here is the most recent punchlist from King County. The items listed on the cover page are the only ones outstanding. Below is the status of the construction related items: 142 - This is a sheer gate and which will not block water completely. We believe this item to be complete. 144 - The only item that the King County Inspector, Jay Young, said was 1 remaining is the re -vegetation of the storm pond. This was hydro -seeded in July 2008 and has not established yet due to the hot summer weather. We would like to see this signed off and monitored as a maintenance item. Hydro -seeding can be re -done in the fall growing season. There is no need to hold up construction approval for this. #1 under "Additional Items" - These patches should be redone in the next week or two. I am pushing to have them done before we meet. Z Z. '1: et, Items 121, 132, 145, 208, 209, 408, 455, 804, 990, and 996 should be complete and ready to submit to you. Pould you like those items sent from our engineer, CORE Design, to you now? For item 806, does Renton require a certificate of insurance? If so, what language does it need?� Would you like to meet on-site on August 27th or at the office? If we meet on-site we can discuss the outstanding construction items. Thanks, Steve Browning 253-377-5221 Confidentiality Notice: This email message, its content including images and attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution, in part or in full, is prohibited. If you are not the intended recipient then please immediately and permanently delete/destroy all copies and versions of this email. Contact Soundbuilt Homes, Inc. at 253-848-0820 if you have any questions. -----Original Message ----- From: Kenneth Glasby[mailto:KGlasby@ci.renton.wa.usj Sent: Thursday, August 14, 2008 11:13 AM To: Steve Browning Subject: RE: Evendell Plat from King County zr3 i�w�cfil;s� Page 1 I(08/18"2008) Kenneth Glasby - RE: Evendell Plat from King County Wednesday, August 27, 2008 @ 10:00 Am. >>> "Steve Browning" <Steve@soundbuilthomes.com> 08/14/2008 10:58 AM >>> When are you available next week? Confidentiality Notice: This email message, its content including images and attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution, in part or in full, is prohibited. If you are not the intended recipient then please immediately and permanently delete/destroy all copies and versions of this email. Contact Soundbuilt Homes, Inc. at 253-848-0820 if you have any questions. -----Original Message ----- From: Kenneth Glasby[mailto:KGlasby@ci.renton,wa.us) Sent: Thursday, August 14, 2008 9:02 AM To: Steve Browning Subject: RE. Evendell Plat from King County Found all four box's, would like for you to come in and lets find out where your project is at, please bring in any punch list that you have, pertaining to the water and sewer, and streets, storm drain retention pond ECT. 7>> "Steve Browning" <Steve@soundbuilthomes.com> 08/13/2008 2:21 PM >>> Thanks Ken, Let me know. Thanks again, Steve Confidentiality Notice: This email message, its content including images and attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution, in part or in full, is prohibited. If you are not the intended recipient then please immediately and permanently delete/destroy all copies and versions of this email. Contact Soundbuilt Homes, Inc. at 253-848-0820 if you have any questions. -----Original Message ----- From: Kenneth Glasby [mailto:KG]asby@ci_renton.wa.us] Sent: Wednesday, August 13, 2008 8:47 AM To: Steve Browning Subject: Re: Evendell Plat from King County The files are in the office, stack high,Kayren Kittrick is going to assign this project to another Engineering Specialist, but in the mean time I will dig your file out and start to look it over to keep you on track. Call if you have any questions (425) 430-7288. Page 2 (08118/2008) Kenneth Glasby - RE: Evendell Plat from King County A »> "Steve Browning" Steve@soundbuilthomes.com> 08!9312008 8:14 AM >>> Ken, It was nice to meet you last week. I just wanted to touch base with you regarding the project we discussed. Have you seen The Evendell file yet. Please let me know how I can help. Thanks, Steve Browning Confidentiality Notice: This email message, its content including images and attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution, in part or in full, is prohibited. If you are not the intended recipient then please immediately and permanently deleteldestroy all copies and versions of this email. Contact Soundbuilt Homes, Inc. at 253-848-0820 if you have any questions. Page 3 L19 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 March 14, 2008 SBI Developing LLC ATTN: Kurt Wilson P.O. Box 73790 Puyallup, WA 98373 RE: Notice of Pending Financial Guarantee Forfeiture Project Name: Evendell Plat Project Number: L01 P0016 Inspect Activity No.: L07S11 56 Location: 160`h Ave SE and SE 136`h St Financial Guarantee Number(s): 2123284 Dear Mr. Wilson: The referenced subdivision was recorded on July 26, 2005, The King County Code defines the period to make all required improvements to be two years from the date of recording. It states further, "the time limit for performance guarantee compliance may be extended by six months at the director's discretion." On July 30, 2007 an extension was granted until January 26, 2008 to complete all conditions for Final Construction Approval. The conditions for Final Construction Approval were not completed by that date. A No Approval was issued on Jan 23, 2008. Until all punch list items are satisfactorily completed, you will not have satisfied the conditions for Final Construction Approval. Given these facts, it is necessary to continue the process of financial guarantee forfeiture. Please contact me within 15 days of this letter, to discuss a schedule to complete the required improvements. Only after you provide an acceptable schedule will the financial guarantee forfeiture actions be placed on hold. Please note: If you do not provide an acceptable schedule for completion, or to adhere to that schedule, King County will make a claim against the referenced financial guarantees. Page 2 Evendell Plat March 14, 2008 If you have questions concerning this letter or the financial guarantee forfeiture process, please contact me at 206-296-7232 or by email at Tirn.Chcatum(e%kin ce ountygov. Sincerely, Tim Cheatum, Engineer II Financial Guarantee Compliance Engineer cc: ICW Group Financial Guarantee Management Unit Jay Young, Engineer II, Inspector a King County Dept, of Development and Environmental Services 900 Dakesdale Avenue Southwest Renton, Washington 98057-5212 (206) 2.96-6600 TTY (206) 296-7217 www,metrokc.gov NO APPROVAL Punchlist Inspection for Roads, Drainage & Erosion Control Facilities Land Use Inspection Section Date: January 23, 2008 No Approval No.: 2 Original Punchlist Date: September 30, 2005 Name of Development: Evendell Plat Address of Development: 13606 156th Ave SE Project No.: L01P0016 Activity No.: L-04Si4t#Z 07SZ15;9 On the date indicated, an inspection was conducted and it was determined that the items listed remain to be corrected. This punchlist is valid for 30 -day, Changes will not be made within the 30 -day limit without the express review and approval of the Project Manager/Senior Engineer, Land Use Inspection Section. Any extensions to the 30 -day limit must be approved by the inspector. The following items from the no approval #1 dated May 21, 2007: Item #121, Item #132 .Item #142 Item #144 (Tract L), Item #145, Item #208, Item 4209, Item 421.3, Item 4308, Item #407 (Reflect Plan Changes on Final Corrected Mylars/Prints), Item 4408 (Correct Tract names to match recorded plat), Item #455(Reflect Plan Changes on Final Correct Molars/Prints), Item #804, Item #806, Item #814, Item 840, Item 9990, Item # 996. Additional items: .__ 1. Fix asphalt patches near CB #8, CB #18 and at the entrance off SE 136th Street into Tract "C" to the sRecifications of section 8.04 of the 1993 KCRS and section 5,04.3 of the 2006 WSDOT Standard Speciiicatons. 2 Lot 61 keystone retaining wall located in the SE 138`1' ST. ROW needs to relocated outside of the ROW or a variance is required to meet the standards of section 5.11 of the 1993 KCRS. It is agree that corrections will be made by March 1.4, 2008 and a re -inspection will be requested by the developer or his representative by calling: APPLICANT Jay Young 1/23/2008 206-296-7223 inspector (print) date Phone No A%\64No Approval 1.03-10-06 SBI DEVELOPING, LLC Kurt Wilson POBox 73790 Name Address PUYALLUP, WA 98373 Address cc: FGMU cc: Inspector CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities No Approval Date: May 21, 2007 Project Name: Evendell Plat Project No.: L01P0016 Activity No.: L04SI188 Activity Type: INSPCT-P Location: 13606 156th Ave SE The Land Use Services Division has a computer tracking system that uses project and activity numbers. Please refer to both the project and the activity numbers when inquiring about this project. 2 This official punch list is valid for 30 days. Changes will not be made within the 30 -day limit without the expressed review and approval of the Senior Engineer, Land Use Inspection Section. Any extensions to the -30-day limit must be approved by the inspector. Deviations from this policy should be reported to the Senior Engineer at 296- 7236. 3 Computer generated punch lists may appear to be missing punch list items because they are not numbered 1, 2, 3, 4, 5, 6, ...etc. This is not a mistake, but due to the way the computer stores the standard conditions listing. 100 STORM DRAINAGE SYSTEM: 101 .Plush all storm drainage lines and clean out all catch basin/manhole sumps, including any retention/detention systems. 102 Remove sediment build-up from the retention/detention system. 110 Provide the building permit number(s) and special inspection reports to verify the storm drainage vault has been constructed per the building permit. 112 Add locking bolts to all catch basins, except on rolled curb grates: 115 Add metal support plate on back of grate on the follow catch basins: CB8; CB ] 8; CB43; 116 CB38 calls for a Type 1 Catch Basin, Curb Inlet installed. Build according to plans or submit for a plan change. 117 CB38 frame and/or lid warped. Replace. 121 Verify the pipe inverts entering and exiting the detention pond are constructed per the approved plan. 132 Verify that the spillway elevation is correct. Page I of 9 Print Date; 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities for Project N-unber: L01POO 16i Punch List Date: May 21, 2007 133 On Intake 39B (Control structure for vault) the following items need to be addressed: b. Install non-metallic ladder into sump area d. Install floor grate with 2'x2' hinged access door. 135 Install access gate from vault to CB's 39 and 39A. 139 Provide all special inspection reports for the construction of the stormwater vault located on Tract N. 140 On vault, within Tract N, place all grates correctly on frame. Should be laying flat. 141 Remove silt fence and frame from around vault vent grates on Tract N. 142 Vault on Tract N does not appear to hold water. is intake plugged? Leaking? Clean outs open? Identify and correct problem. 143 Appears to be no debris barrier on intake 2A, install if missing. 144 Remove vegetation around tracts N and L. Re -vegetate with low -growth seed mix. 145 Need volume verification letter from engineer for vault on Tract N. 146 Remove evasive weeds from within R/D pond in Tract L. 200 ROADWAYS AND PARKING AREAS: 205 Seal all asphalt joints. 208 Per Variance L04VO056, applicant's engineer must certify that 390 feet of ESD has been provided for the driveway at STA 4+00 on SE 136th. 209 Per Variance L04VO056, applicant's engineer must certify that 500 feet of ESD (to the north) of the intersection of SE 136th St and 156th Ave SE. 213 Provide approved plans for Luminaires that are installed along SE 136'h St and within the plat. 214 Provide Special inspection reports for the construction of the Concrete Retaining Wall along SE 136th St. 218 Hole in roadway on SE 136th St, just west of intersection of SE 136th and 158th Ave SE, 219 Several utilities have settled in roadway, they are marked with orange paint, raise utilities to grade and seal Page 2 of 8 Print Date: 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities for Project Number: L01POO] 6 Punch List Date: May 21, 2007 220 Redo asphalt patch around water meters in Tract D. Certify from manufacture that meter boxes are H2O compliant. 221 Remove grout from roadway, painted with orange paint. 300 SIDEWALK, CURB AND GUTTER: 3.03 Repair spalled areas of sidewalk and/or curb marked with orange spray paint. 304 Repair cracked sections of sidewalk and/or curb marked with orange spray paint. 305 Fill behind all areas of sidewalk to provide a smooth transition. 306 Area behind sidewalk on Tract H does not meet KCRS standards as shown on DWG 1- 005 (attached). Install one foot (1') transition prior to slope. 307 Back of sidewalk behind mail box does not meet KCRS standard as shown on DWG I - 003 (attached). Install one foot (1') transition prior to slope. 308 All truncated dome sections of the ADA ramps are to be re -done, Stove Black is fading, Utilize a product that will have longer lifespan. 309 Clean gutter on west side of l Mh Ave SE so it can be inspected. 310 Clean gutter on south side of 5E 136`h St by 160`h Ave SE intersection, so it can be inspected. 400 OTHER COMMENTS: 407 Outstanding Design Plan Changes must be addressed before Final Construction Approval can be issued. Please address the following outstanding design plan changes: 1,05PC044; L04PCO81 408 Final Corrected Plan Street Names do not match the recorded plat (or proposed final plat). Correct street names on the Final Corrected Plan. 450 Landscaping, recreational equipment and street tree inspections will be handled under a separate punchlist. Please contact the inspector for details. 453 Verify that one (1) wetland sign per lot around Tract A has been installed. 454 Remove all Temporary Erosion/Sediment Control (ESC) BMP's where Permanent ESC BMP's are established. Page 3 of 8 Print Date: 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities for Project Number: L01POO 16 Punch List Date: May 21, 2067 455 Install rockery as shown on approved plans on SE 136'h St between 158'h Ave SE and 1601" Ave SE (Adjacent to the wetland mitigation area.). If you are maintaining 2:1 slope instead of rockery, provide survey staking that shows that slow is not located within wetland buffer area, Additionally, a plan change will have to be requested. 456 Bollards on Tract H need to be arranged so that they is no access from vehicles along sidewalk area. Bollards are to be place as per KCRS 5.08. Spacing of removable bollards shall be 60 inches on center with fixed bollards on either side of tract. (i.e, next to sidewalk and at north edge of pavement). May need to add an additional fixed bollard on south side of sidewalk to prevent vehicles from driving around. 458 On south side of SE 136`h St approx 125 feet from intersection is a utility at back of sidewalk with a piece of wood for a cover. Provide appropriate cover for utility. 460 Reimbursable fees are owed to KCDOT for Illumination inspection and signing. These fees shall be paid prior to final acceptance of the plat. Estimated fees are $5,000. 800 NON CONSTRUCTION RELATED REQUIREMENTS: 801 FINAL CORRECTED TECHNICAL INFORMATION REPORT AND/OR FINAL CORRECT PLANS: The Revised Code of Washington 18.43 and the Washington Administrative Code 196 require all plans, specifications, plats and reports (including any changes) be prepared, signed, dated, and stamped by a licensed engineer, 804 A FINAL CORRECTED TECHNICAL INFORMATION REPORT (TIR) REQUIRED: For projects designed under the 1990 or 1998 Surface Water Design Manual, the applicant shall supply two (2) copies of the corrected TIR to this office. The FINAL CORRECTED TIR will reflect any drainage design plan changes. If no drainage design plan changes were approved, copies of the original TIR are acceptable. Copies of the TIR shall be marked "FINAL CORRECTED TIR". One copy will be kept by DDES and one will be forwarded to the King County Department of Natural Resources for permanent record keeping. Page 4 of 8 Print Date: 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities for Project Number; L01P0016 Punch List Date: May 21, 2007 806 . A TWO YEAR MAINTENANCE AND DEFECT financial guarantee warranting the successful operation and maintenance of RIGHT-OF-WAY improvements and/or DRAINAGE FACILITIES, and guaranteeing the workmanship, materials and design used in the construction of the improvements and/or facilities is required. Please contact the Financial Guarantee Management Unit (FGMU), at 296-7009, to obtain the proper forms. DO NOT SUBMIT THIS FINANCIAL GUARANTEE UNTIL ALL OTHER CONSTRUCTION PUNCHLIST ITEMS HAVE BEEN ADDRESSED. THE TWO YEAR MAINTENANCE AND DEFECT PERIOD SHALL NOT BEGIN UNTIL FINAL CONSTRUCTION APPROVAL OR RECORDING, WHICH EVER IS LAST. The amount of this guarantee, (25% of the total costs (including a 30% contingency and mobilization factor) for existing right-of-way and future public road improvements and drainage facilities as shown on the financial guarantee worksheet) is: S215,620 812 DRAINAGE FACILITY LIABILITY POLICY (KCC 9,04. 100) Any person required to construct a drainage facility (except downspout roof drain infiltration systems) shall maintain a liability policy in the amount of $1,000,000 which shall name King County as an additional insured. This policy shall remain in effect until construction approval or acceptance for maintenance, whichever is last. THE POLICY FOR THIS PROJECT MUST NOT EXPIRE BEFORE THE FINANCIAL GUARANTEES ARE RELEASED. THE POLICY MUST BE EXTENDED TO CONFORM TO THE KING COUNTY CODE DESCRIBED ABOVE. 814 INSPECTION FEES: After all other punch list items have been approved by the inspector, a Summary of Charges and Payments will be provided to you. Final Construction Approval can not be granted until the indicated fees are paid. NOTE: The Summary of Charges and Payments is not a final fee determination, additional charges may appear after Final Construction Approval. All outstanding invoices must be paid before any Financial Guarantees can be released. In order to avoid delays in processing, please notify the inspector when fee payment has been made. 840 Provide a certification, by a professional land surveyor, that the survey monuments have been set as shown on the final plat documents. This requirement is for PUBLIC roads only. 990 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PUBLIC ROADS Submit a complete set of archival duality mylars. Mylars shall be photo mylar or ink on- mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. Page 5 of 8 Print Date: 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities for Project Number: LOIPOO 16 Punch List Date: May 21, 2007 990.1 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PRIVATE ROADS AND A RETENTION/DETENTION AND/OR WATER QUALITY FACILITY: Submit a complete set of archival quality rnylars for the drainage and/or water duality facility. Mylars shall be photo mylar or ink-on-mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green, The mylars will not be returned, If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. 996 FINAL CORRECTED PLANS, REPLACEMENT MYLARS: When the originally approved mylar is not submitted as the FINAL CORRECTED PLAN, additional review of the replacement mylar will be required. The Plan or "P" number from the original mylar shall be shown on the replacement mylar. Page 6 of 8 1 Print Date: 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL, for Roads, Drainage, and Erosion Control Facilities for Project Number: L01POO 16 Punch List Date: May 21, 2007 Page 7 of 8 Print Date: 01/23/2008 CONSTRUCTION INSPECTION NO APPROVAL for Roads, Drainage, and Erosion Control Facilities for Project Number; L01P0016 Punch List Date; May 21, 2007 Page 8 of 8 Print Date: 01/23/2008 � ti m to ➢ s. N �� . �p yy b 2 M B W fit g n M t z R1 Q M M :0 r � M 3 Page 8 of 8 Print Date: 01/23/2008 Evendell Plat L01POO16 Status as of 10-01-2007 t.'r_,,, .:.: r..:I -I4I;, Red = (questions 1 tll - Stor111 lush receipt attached 102 - "Remove sediment build-up from the retention/ detention system." Can KC Inspector specific exactly what needs to be removed? 1 10 - Special inspection reports Kirc attached. l ari) tin nx arc that army building pernlits %4'c're nece: sDr%. 112 - 1.ockint, bolts hax e been added to catch basins. 115 - CB 43 is complete. CB's 8 and 18 to be repaired the week of 10/1107. 116 17 - CB 38 was completed prior to this punchl1st hein�a generalccl_ 121 - Pipe inverts CORE status unknown 132 - Spillway elevation CORE status unknown 133 -Intake 39B-. both of these steins »erc complete prior to this punchlist (yencratiOn. 1 15 his access ,.iatc has been installed 71/22007. 139 - Sce item 110. Complete. 140 ['ract N � ault grates are notik11at. 141 1 Tact N silt fence removed. 142 -Tract N atc N Like was sliva.htly open. This has been corrected and it nmshuts completcly- 14:5 - Intake 2:A trash rack has been installed. 144 Veoeta€ion has been removed Crom Tracts N and 1: (SUMMer 2007.) SCCd mir has hecri installed. 145 -- V011,ur1c vcrrfication letter t«r Fract N v cult has been sent hv_ CORE. 146 _ Evasivc Nvecds "cre remoycd f'r'om Tract I St.unnrer cal'2007_ (C-MA11 rvas- Uc- W"d t. 2.05 All asphalt joints N�ere scaled the Summer of 2007. 208 & 209 11SI) complete per C'ORI: (Dave Cayton.) 213 - See attached Luminary schedule. is there something else KC requires? 2114 - Special hrspection Reports for l he C'orrcretc Retaining N all arc kith the otlher attached reporls (item 1 10.) 18 - [ lote in Roa(KK ay N as repaired Water valve «<ls raised.) 219 l hcsc utilities>-imc been raised and scaled. 220 :Asphalt patches redone. Certification attached. I - Completed b� Wilson Concrete - Summer N)07 3 30 (} [ Crn oncrete repair coplctcd h.° 14�'ils�7n C'oncr�te - Sunlnre c ; r 2OU7 305 - Are there any additional areas to items 306 & 307 below? 3[)6 - 307 -:'Areas rep,,riredi filled h� C'C' Fd%,ands Summer 2007 308 All truncated dome sections re -done e durable product_ 309 & 310 - Specified gutters to be cleaned prior to a known inspection date. 407 Design Plan changes (1,05PC044 & L05PC081) can be shown on the corrected plans per Jay Young 10101/07. 408 - CORE Design is looking in to this. 450 -- Landscapilr�t, ctc. is complete acid si�.rned o'H'. K 11 �'j f 1-7 S! C7 fl I !'M ul5' h,:c 455 — Plan Change (L07PCO83) has been submitted. Tom Deming is working with Lisa Brandt from KC on revising the wetland impact due to the addition of this slope. 4�6- 459 — CC Edwards nor I can locale this piece of wood. Does it still exist? If so, can more specific detail be given to its whereabouts? 460 — SBI has not yet received a bill for this Illumination inspection, etc. When should we expect to receive it? 801 & 804 — CORE is waiting on the results of item 455 to complete. 806 — SBI has this bond and is waiting for all other sign -offs to submit it to KC. &12 - Forwarded email f dated 55"'.25/2007) to Rzo., YOU1111 On 101`0 1/2007. 814 — Inspection fees are on-going and up-to-date. 840 — CORE has already provided this certificate. 990, 990.1, & 996 - CORE is waiting on the results of item 455 to complete, C -C_ EDWARDS CONSTRUCTION CO INC SCI? 2 2 FACSIMILE TRANSMITTAL SHEET TO: Steve Browning FROM: JIM GILBERT FAX NUMBER: DATP: (253) 539-0614 927/07 COMPANY: TOTAL NO. OF PAGES INCLUDING SOUND BUILT I -IO W COVER: 4 PHONE NUMBER: SENDER'S REFERENCE NUMBER_' (253) 539-8116 360-893-6657 EVENDFLL METER BOX SUBMITTAL. )CI URGENT FOR REVIEW PLEASE COMMENT 0 PLEASE REPLY 0 PLEAse RECYCLE Na1'KS/ r,OMMnN 15: Steve, Hen= is the submittal for the meter boxes out at evendeil per the punch list Let me know if you need anything else. Thanks Jim Gilbert PQ BOX 1600 • ORTING, WA 98360 PHONE: 360-893-5657 • FAX: 360.893-3824 TOOZ NOI,LDRIM5IQ00 saumas 03 tZ99C6909E XYd 65:TT LOOZ/LZ/60 "') q*RAVIEN METER BOX & LID SUB1U=AL SIMET BOX S.PEMICATION PQLYE'lAYE IM. SPECIFT�,'1:IOT snfaMired Lids sball be manuf zft=d from High Density Polyehylcne homogenously molded into one unit. Wall thickness shall be such that the lid WW support *1,500 pound non stationary load. Imoa R u= impact'tasts shall be cariducted in accordance with ASTM D2412. Failure of tba tast specimen shall be any crack; split or shatter oftbe wall, Test one lid per run using a 10-1b Tub B azxd flat plate Holder B if failize ocam test 3 mire lids, If no failure occurs the run is approved. Ult m3dolet: LI& shall be black to counter effects of ultraviolet de& dation_ air Meter Box's & Lids scall be as mumftowed by haven Meter Box Or approved equal. *Listed Ioad r=9ts = for d,uabi�r izfoamad= only, Menem Bmas are not taxoUaupe:zdea far Lan iA tau oleos. goo in NOLLOMSKOD SMAM 00 VZE££6808£ Y'd 65:TT LOOZ/LZ/60 i - r tj ill Y, Its {� ;'�W _ 1 -iS •. .., .. - �� -3r. 1_ - ��:..�-......A��.�rrT��•a�f � .l'yYl ■Aa ��J. I � � . Foy' BC rand {BCFraS��es l i l_ , I i , � r r y ,rft r • � r.4r. r� �f', :.fie 1` ■Aa ��J. I � � . Foy' BC rand {BCFraS��es l i l_ , I i , � r r y ,rft 06/13/2007 21:41 FAX 3608933824 CC EDWARDS CONSTRUCTION 11001 C -C_ EDWARDS CONSTRUCTION CO INC FACSIMILE TRANSMITTAL SHEET TO: Steve Browning FROM: JIM GILBERT FAX NUMBER: DATE: 253-539-0514 6114107 COMPANY: TOTAL NO. OF PAGES INCLUDING Sound rBmIr Homes COVER: 27 PHONE NUMBER: SENDER'S REFERENCE NUMBER: 263-63"223 360-893-5657 RE: EVENDELL PUNCH LIST A3 URGENT FOR REVIEW PLEASE COMMENT Q PLEASE REPLY 0 PLEASE RECYCLE NOTESICONIMENfS ST=, HERE ARE THE ITEMS YOU ASND FDR THERE IS ALSO A Il VOICE FOR THE LAST TWE WE CANED THE STORM SYSTOM THANKS, JIM Gn: BERT PO BOX 1600 • ORTING, WA 98360 PHONE: 360-893-5657 - FAX: 360-893.3824 00/13/2007 20:41 FAX 3808933824 Letter of Transmittal CC EDWARDS CONSTRUCTION 4 002 Earth. Consultants Inc. IQ GawediN�[sn�r�rs. Gmlo�-`�.8i Fa,vi�orimrntaiSdcnpfsls '1805 -- 135th Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: 4251 543-3780 / Fax: (425) 746-0850 Toll t=ree: 1-888-739-8670 To: C. C. Edwards Construction Company, Inc. P. 0. Box 1600 Ortin , Washin on 98360 ATTENTION: Mr. Jim Holland DAVE: March 18, 2005 JOB NO.: M-"11479-1 PROJECT., Avenbell WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover Via: THE FOLLOWING: ® Feld Reports ❑ Reports ® Per Your Request ❑ Preliminary Drafts ❑ Test Results Copies No. of i to orts Desai on 1 each 1 Observation Report(s) Dated 3114105 1 each Strength Report(s) Dated FILE THESE ARE TRANSMITTED FOR YOUR: ® Information 12 Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ❑ REMARKS: If you have any questions, please call. cc: 1. 2. 4. MAR % 12005 Thank You[ /-. IsILIP ATTN. ATTN. ATTN_ BY Don A. Millerlair _ 06/13/2007 20:41 FAX 3608933824 CC EDWARDS CONSTRUCTION Earth Consdtants, Inc Job Na. cmmambn irmocda, --kff•xxa 1805 138th Place N.E. Suite 201 • Bellevue, WA 98005 Caniractar seilft- NPS) 543 -area • reg Fhae, (w3) 739-66M r- e !F�W.*Je FAX (425) 74dS-o880 inspector REINFORCED CONCRETE 914 -THAW OBSERVATION REPORT miect Name Placement Area: Footings Tilt -up Panels SOG Other Placement location (dridiines): Page f of j L CA 003 6411 ,e I Day of Week IX: -os I�4�wf- Walls x ^T-. Total Quantity of pour.D- (cubic yards) Approved Mix Design Available? Yeso Mix Design: Per Project Plans and Specifications, 28 Day Strength of Concrete: Method of Corisolldation: Method of Discharge: Direct: Pump: Other, Numbers of Cylinders Cast per set: 41 Number of sets Cast: Grades for Reinforcing Steel: Cs r.o ,¢.� �L Verified Steel to be Free of Debris: Yes: Na: Verified Steel to Have Proper Ties: Yes:� No.- Verified o:Verified Steel to Have Proper Clearance: Yes,- I No:�,_,w Verified Steel to Have Proper Lap Yes: No-- Verified o:Verified Steel to Have Proper Spacing: Yes:, No: B To the best of my knowiedge, the work described above Complies with approved plans and specifications. ❑ other Reviewed Date: �� 06/13/2007 20:41 FAX 3608933824 Letter of Transmittal CC EDWARDS CONSTRUCTION 141 004 Earth Consultants Inc. 1805 - 1361 Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 843-37801 Fax: (425) 746-0860 Toll Free: 1-888-739-6670 T0: C. C. Edwards Construction Company, Inc. P. 0. Box 1600 DATE: March 9, 2005 JOB No.: M-11479-1 Orting, Washington 95360 PROJECT: Avenbell ATTENTION: Mr. Jim Holland WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover Via: THE FOLLOWING: ® Field Reports ❑ Deports ❑ Preliminary Drafts ❑ Test Results ;i'�; Per Your Request ❑ ..�.xx...._ _._ .... _ ...- Copies No. of Reports Description 1 each 4 Observation Reports) Dated 311105 - 3/4105 1 each Strep th Report(s) Dated THESE ARE TRANSMITTED FOR YOUR: ® Information Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution AN I REMARKS: If you have any questions, 2lease call. rc: 1. 2- 3. 4. tT.._.- 9 MAR 1 0 zaa5 6y; Thank You I ATTN. ATTN. ATTN. ATTN, BY Frank B. Adams/air UU/1J/ZUU1 LU:41 FAA 3UUdUJJ5Z4 CC EDWAHUS 4UNS'EXUUTIUN L9jUUS Eafth Consultants, Inc. 1805 1315th Ram N.E., Suite 201 - Bellevue, WA 98005 Mom (425) W3780 • Toll Pao (888)7"'9-81570 FAX 14251746-0890 REINFORCED CONCRETE OBSERVATION REPORT Footings Placement Area; Placement location (dridlines): 5647 /J�o/bb Nm page l of Contractor Date Day of Weak to el c-&AlAw S 3 A-o_�5' I rr1c,- Tilt -up Panels 5 jVT 25�fdey�R Name V224A.,1*e:�-Ze-� SOG Total Quantity of Pour: afz (cubic yards) Approved Mix Design Available?, -Yes ___,____No Mix Design: ^ TQC7 Per Project Plans and Specifications, 28 Day Strength of Concrete: 0o Method of Consolidation: gZ&fA9 Q V_ Walls Methbd IF Discharge: Direct: Pump: x Other. Numbers of Cylinders Cast per Set:_ _ _ Number of Sets Cast: Grades for Reinforcing Steel: Verified Steel to be Free of Debris: Yes: W, No: Verified Steel to Have Proper Ties: Yes: Al No: Verified Steel to Have Proper Clearance: Yss: lt; No: Verified Steel to Have Proper Lap Yes: No: Verifled Steel to Have Proper Spacing: Yes No: Comments: U ❑ To the best of my knowledge, the work described above complies with approved plans and specifications. ❑ Other Reviewed By: Date* Name: ` 6dg ? Signature: 2_z4e.,r.&_ 06/13/2007 20:41 FAX 3608933824 CC EDWARDS CONSTRUCTION 2006 Verified Steel to be Free of Debris: Yes: No: 5646 Fmih cons1i tants, inn Job No. Page of Yes. Q=1WM W9a!= h enstawwwwwwwo Verified Steel to Have Proper Lap / No: o5rsituilo�, u•Eo ! K'.ieo ],r{eeacn a�+az Yes: No: 1005136t1, Place N.E. Suite 201 d Bellevue, WA 96005 Contractor Date Day of Weei Wewe (425] 643•.3780 • Tall Frac (886) 739-5670 C G, FAX (425) 743.08611 inspector Permi No. REINFORCED CONCRETE 'mor S'tv-�4 -d OBSERVATION REPORT /WiOA,!:?6`-4/- Footings Tift-up Panels SOG Walls Placement Area: Placement location prig .IA (r Total Quantity of Pour z - (cubic yards) Approved Mix Design Available? _Yes No Mix Design-, Per Project Pians and Specifications* 28 Clay Strength of Concrete: 200 Method of Consolidation: / .L/ Method of Discharge: Direr Pump: x Other Numbers of Cylinders Cast per Set: !!c Number of Sets Cast: Grades for Relnforcin$ Steel: K Q Verified Steel to be Free of Debris: Yes: No: Verified Steel to Have Proper Ties: Yes; No: Verified Steel to Have Proper Clearance; Yes. No: Verified Steel to Have Proper Lap Yes- No: Verified Steel to Have Proper Spacing: Yes: No: Comments: ZTo the best of my knowledge, the work descrlbed above complies with approved plans and specifications. ❑ Other Reviewed By: -- _ Name; -Z)'W14W7-- Date.: UU/13JLUU! LU:4i I'i�A JOUObJJt1L4 l.[. tSlliitliUJa I�UlYJ11tUL11Ui� Earth C(?nsLdtantss inc Job No. C&vM41ui Ste[& =a 1 WAno h9v=W gm%tw Contraetar 1805135th Ptaae N.E., Suite 209 - eoiieVUe. WA 96005 8e11evue (425) 643-3780 - ToU Free (aaa) 733,5670 FAX (425) 946-0800 rnsector REINFORCED CONCRETE Pnoled OBSERVATION REPORT Footings Tilt -up Panels Placement Area: -- --� Fuge / of / Date D" -Z-10 �t Permit No. Name SOG Walls WJUUI rl-AIZ� of g�40?& Placement location (giidlines):x�vrr we— '.Gz�jT -- J lav �1 Total Quantity of Pour: (cubic yards) Approved Mix Design Available? _„_Yes No Mix Design: Per Project Plans and Specifications, 26 Day Strength of Concrete: 47 Method of Consolidation: _. _ /t'ILGfI�1TlrJ Method of Discharge: Direct:_( Pump: Other. Numbers of Cylinders Cast per Set:_ ' Number of Sets Cast: -- Grades for Reinforcing steel: Verified Steel to be Free of Debris: YeS;_- - w No: Verified Steel to Have Proper Ties: Yes: No: Verified Steel to Have Proper Clearance: Yes: Y No: Verified Steel to Have Proper Lap Yes: k No: Verified Steel to Have Proper Spacing: Yes: )e No: jw�lji 7, •i( To the best of my knowledge, the work described above complies with approved plans and specifications. 11 other Reviewed By: Name: Date: Signature: 06/13/2007 20:42 FAX 3608933824 CC EDWARDS CONSTRUCTION Forth Cmsultants, Inc Job No. Ca15hvCdaS 7alftR A ImD f wngp Li9pOClkx1 9et+'IGes Contrador 1a0513$th Place N.E. Suite 201 •5011MO, WA 980US . IQ B0119VUS (401643,2980 • 7011 Free (Bea) 739-6973 FAX (425) 746-OOM Inspector REINFORCED CONCRETE "9W'' OBSERVATION REPORT Prged Fool' rt s Tilt -up Panels Placement Area: Other Placement location (gridllnesy SOG Total Quantity of Pour. (cubic yards) Approved Mix Design Available? _Yes No Mix Design_ Per Project Plans and Specifications, 28 Day Strength of Concrete: add Method of Consolidation:ff ti! I0n.1 4008 5650 Page / of / Date Day of Weel �d Fx/ Permit No. 4XID0141, Wails Method of Discharge: Direct . X I Pump: Other. Numbers of Cylinders Cast per Set: Number of Sets Cast: Grades for Reinforcing Steel: Verified Steel to be Free of Debris: Yes: K No:. Verified Steel to Have Proper Ties: Yes: le No: Verified Steel to Have Proper clearance: Yes: _ V, No: Verified Steel to Have Proper Lap Yes. -may , No: Verified Steel to Have Proper Spacing: Yes: No: Comments: ! tr fitJ.i19j1Z--r1&V R . � G&Lel-- KTo the best of my knowledge, the work described above complies with approved plans and specifications. ❑ Other Reviewed By: i'I Date: Name:—1-01)W/10G vn�la/GUVr tu; 44 rAA Jou""044 UU hVWA_tWZi tUMVIXLAlILUI C. uua Le " r Earth Consultants Inc. tt e o f��. Transmittal 1805 - 136" Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643-3780 1 Fax: (425) 746-0860 Toll Free: 1-888-739-6670 To: C. C. Edwards Construction Company, Inc. P. 0. Box 1600 Orting, Washington 98360 DATE: March 28, 2005 JOB NO.: M-1 1479-1 PROJECT: Avenbell ATTENTION: Mr. Jim Holland WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover Via. THE FOLLOWING: ® Feld Reports [3 Reports ❑ Prellm)nM Drafts Q Test Results ® Per Your Request CI Copies 1 each No. oftie arts 1 Descri ion Observation Re ort(s) Dated 3118105 1 each 2 Strength Re ort(s) Dated 3128105 THESE ARE TRANSMTTTED FOR YOUR: Z Information 2 Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution ❑ ri REMARKS: If you have any questions, please call. cc: 1. King County, DDES 2. 3. 4. MAR 0 20Q� 15y_ Thank Youl ATTN. Mr. Tm Cheatum ATTN. ATTN. ATTN. BY Donald A. Millerlajr 06/13/2007 20:42 FAX 3608933824 CC EDWARDS CONSTRUCTION E21nh Mnsul=M Inc Job Na 0"MUMI 7ciw4 m XMo MAFQ vUr-Xaon avec Contractor 1805 136th Place N.E, Suite 201 6 Bellevue, WA 88005 � � � � Bellevue (425) U34780 - TO Free (88% 799-&670 fne for ID FAX (425) 746.0860 pec REINFORCED CONCRETE P NAM —, QBSERYATION REPORT me #4 Poe, --v Footings Tilt -up Panels SOG Placement Area: Other li( 010 6416 Page r of j Date Day or week -18-�" Frei Permit No_ 54 9 -6csa 9/ Wails 1 Placement iowUon (gridlines): �&Snjr ezP Total Quantity of Pour: Approved Mix Design Available? Per Project Plans and Specifications, 28 Method of Consolidation: /'N � _ I 11.(cubic yards) Yes f ,NO Mlx Design: Day Strength of Concrete: Fifa �.-ff°5g - Method of Discharge: Direct: x Pump: Other. Numbers of Cylinders Cast per Set; U Number of Sets Cast: Grades for Reinforcing Steel: _ Verified Steel to be Free of Debris: Yes: No: Verified Steel to Have Proper Ties: Yes- Na: - Verified Steel to Have Proper Clearance: Yes:_ No: Verified Steel to Have Proper Lap Yes: / No: _ Verified Steel to Have Proper Spacing: Yes. No: the best of my knowledge, the work described above complies with approved plans and specifications. n ^46-.. 66/13/2007 20:42 FAX 3608933824 CC EDWARDS CONSTRUCTION Compressive Strength Report Earth Consultants, Inc. 16011 Established 1975 Clienit.C. Edwards Project: Avenbel l LU P. 0. Box 1600 Cordrador.ARH ting, Washingtpn 9a360 Technician: Dwight Sa yers aProjOr ectNo.M-11479-]oa... emReport __-- No: 5958CL Attn:MT- Jim HpQaild - _ Report Date: 3/28/Q;� — Mix0esignSpedt3cations Malarial: Cnnggete Mor I.D.: 4 3 5 2 Design Strength at 28 days 3 0 0 0 psi Cement. lbs.: 4QQ Date Recen►ed: 2 /2-14 /,2 0 0 5 .: FlyAslr,lbs.: 70 MaterialSuppiler. Stoneway Coarse Aggregate, lbs- 3/4" 1918 Delivery Ticket No.; 495191 TrudcNoa 435 - W H CoarsaAggregate,lbs.: Sample Date: 2-23-05 Sample Time: Sand, lbs.:13.JZ_-._ Comments:Addgd 10 eallans of Water--to-- a ertoWater, Water,Ibs.: 250 load can S,i, . Admhdures, 0w-: WRQ 6 4_ 18 .8 a z s AEA, a dcwt: TO& Slump, In. Xr Conten], % tytaterial Ambient Plastic � Tempenrlure, °F Tempereiura,'F llnll Weight, pd Result 4 62 55 fA W 5peciffcatlon: F Plac mentArea: Retainincr vault walls_ _13arth3jo rner of Moll 4 t. IN N6 Tact Percent of Type of Specimen DataAPP Load Diameter Area StrepSt ip"-12 n Fracture 5958-1 3/2/05 7 48340 3.99 12.50 3870 W 5958-2 3/23/05 28 70240 3.99 12.50 5620 187`% Ilw 5958-3 3/23/05 28 66310 3.99 12.50 5300 177'6 5956-9 H T fM Or FRAcrGI'1P.8 s c n - on" fMii .- Mi Fe" Ckowm !.'7l o`I7if Distribution: Reviewed by: a Frank Adams Laboratory Supervisor 06/13/2007 20:42 FAY, 3608833824 CC EDWARDS CONSTRUCTION 19012 Compressive Strength Report Earth Consultants, Inc. Established 1975 Cffent Q,..Q. Edwards Project: Ave nbelI fW P. 1600 Contractor ARH Dr i c.-Washinetton 98360• -- Technician:Satnam Singh ----------,. a Project No: M-11479-1 Report No: 6407—a I Adn:Mr. Jim Holland ReportDaw., 3/28/05 11I<i DMIgnSpecifications Maternal: CongreLe MlxLD.: 4352 Design Strength at 28. ,,, days 31700 pal Cement, Mr.: 400 Date Raoelved: 2 /10 /2 0 0 5 FlyAshrlbe.: 70 _ MaiarialSupptler. Stone CnwwAggreget9,11wz 3l4"- -1918 Delivery ViicketNo�:910x83 _ TruckNe.: 440 Comma AggmgaterIbs.: Semple Data: ,-9-05 Sample Time: 8: 10 AM--- Sand,lbs,: 1397 Commentw-No water,added Water, lbs.: 250 Admlxtur*%lbs.:1RDA—G4 18.8oz;j _ AFA, ozlcwt: Test: Slump, irr. Air ConWrn, % Malarial AmWan[ Praetia Temperature, °F Temperat=. °F 11rdt Weight, pcd Result: 4.5 . _ 59 35 W Specification: ONEw—.........�� PlacamentArea• . W _ corilex of the vault at om west ..a W Test Parcent of Type: of ftecimen Data Age Load Diameter Area Strength Dssi n Ere ~ F6407A-1 2/16/05 7 48010 4x8 12.57 3820 F6407A-2 3/9/05 28 72010 3.99 12.50 5760 192% F+a F6407A-3 3/9/05 2B 71795 3.99. 12.50 5740 191% F6407A-4 H Comments: �, . � f � �- , �• �• • ••� ;� c4m Mr.& -MA.i r,-Qw :Zr4TY4f Yea filmr Distribution: Reviewed by: & R ' Frank Adams Laboratory Supervisor 06/13/2007 20:42 FAX 3608933824 Letter of Transmittal CC EDWARDS CONSTRUCTION 0013 Earp Consultants Inc. GeoiechNrW Engineers, GenlogLar:,& EavIronm=a1=entlsts 1805 - 1361' Place Northeast, Suits 201 Bellevue, Washington 98005 Phone: (425) 643-3780 / Fax: 14251 746-0860 Toll Free: 7.888-739-6670 To: C. C. Edwards Construction Company, Inc. P. 0. Box 1600 Orting, Washington 98360 ATTENTION: Mr. Jim Holland DATE: February 4, 2005 Job NO.: M-11479-1 PROJECT: Avenbell WE ARE SENDING; YOU: ® Attached ❑ Under Separate Cover Via: THE FOLLOWING: ® Feld Reports ❑ Reports ® Per Your Request ❑ Preliminary Drafts ❑ Test Results Co les No. of Rs orts' Descri ion 1 each 1 Observation Report(s) Dated 212/05 1 each Strength Report(s) Dated THESE ARE TRANSMITTED FOR YOUR: 0 Information ® Eales ❑ Approval ❑ Review and Comments X REMARKS: If you have any questions, please call. CC: ATTN. ATTN. ATTN. ATI -N. ❑ Signature ❑ Distribution Thank You! BY Frank B. Adams/ddw 06/13/2007 20:42 FAX 3608933824 CC EDWARDS CONSTRUCTION L0014 FEVh C onsdtant_,� Inc Joh No, evkw s rxo�s 1r, i titan ia[ 5tla QMW LKfi067e*9 A KW/Ni1eO Lnspo,aWAI RA%io.l _ r 1805139th Flare ME., Suite 201 •6ellMb. WA 960DS 6eflMe (4Z) 843-3780 • Toll Free (Ml 739-6670 FAX (425) Ne-08eo REINFORCED CONCRETE PaA- to � Nar, OBSERVATION REPORT Footings Tilt -up Panels Placement Area: Other Placement location (gdellines): SOG 5716 Page of Date NY of week Pfirml V Na Walls �L Total Quantity of Pour: 17 bic yards) Approved Mix Design Available? _-- Yes ______No Mix design: Per Project Plaits and Specifications, 28 Day Strength of Concrete: _ .3 _ Method of Consolidation: e 1 Method of Discharge: Direct: Pump: r%' Other, Numbers of Cylinders Cast per Set: Number of Sets Cast: Grades far Reinforcing Steel: Verified Steel to be Free of Debris: Yes:�tl--" No: Verified Steel to Have Pmper Ties: Yes; Verified Steel to Have Proper Clearance: Yes:Vo: Verified Steel to Have Proper Lap Yes: No - Verified Steel -to Have Proper Spacing: Yes r No: 3KTo the pest of my knowledge, the work described above complies with approved plans and specifications. ❑ Other Reviewed By: Date: 08/13/2007 20:42 FAX 3608933824 Letter of Transmittal CC EDWARDS CONSTRUCTION TO: C. C. Edwards Construction CompanV, Inc. P. O. Bax 1600 fij015 Earth Consultants inc. �r,k�IP�r+�,Govlv$Slsa�st�anxsls 1805 - 136* Place Northeast„ Suite 7.01 Belkwue, Washington 98005 Phone: (425) 643.37861 Fax: (425) 746-0860 Toll Free: 1-888-739-6670 DATE: February 25, 2005 .los NO.: M-19479-1 Ordng, Washington 98360 PROJECT: Avenbell ATTENTION: Mr_ Jim Holland WE ARE SENDING YOU: 0 Attached Q Under Separate Conor Via „_ THE FOLLOWING: _ J0S: ® Field Reports C] Reports ❑ Preliminary Drafts Q Test Results`"' per Your Request ❑ '.. `� -- ....._ Copies No. of Description 1 each 1 Observation Re ort(s) Dated 218/05 1 each Strength Report(s) Dated f THESE ARE TAANSMrMD FOR YOUR: Ivrmedon ® Files ❑ Approval ❑ Review and Comments ❑ Signature ❑ Distribution REMARKS: If you have an [ estfons, please call. _ Cc: 1. 2. 3 4. RECEIVED FEB 2-8,20o5 BY; Thank You l ,arra. ATM. ATTN. ATTN. BY Frank 5. Adams/air 3 06/13/2007 20:43 FAX 3608933824 CC EDWARDS CONSTRUCTION 441016 . - = 7 Q 8 3 S-Afth Consi.ftdnm Inc C WW'92 W WW90. C40AVMA MIly,p, IMU S:Wvbm rmynimt Tann¢. Karo I WAM LuSw pwi Smmces IB135th Pf36N.E. S 201 •8Bl 96005 Bellevue (bZS} 643-3160 • Tall Free [�) 73 73 9-8W 70 FAX (625} 746.0860 DAILY OBSERvA nON REPORT Jab No. � �' �f / �' Pace of Contractor C C COL,4pxos Date 2--y-os- DW Of Week PM4-5 S + lnspeclor Permit No. ca � yE+o a.J ly EG] �_C,e,,vii2AC f F].�.. l � f �I�`o fC1V� „•$i.a &=Mtgrz MGM- T� Go "Ec-'' r—r-S �^&gkat—VF-" -s-TrF.EL RC-.r'Ftt.6D ass -rage, 7'a BF- -V GemrL gmi nm a4wx ,Q CS S. +.d! To the best of my knowledge, the work described above complies with approved plans and speclticat9ons. ❑ other Reviewed By:_�_, /V Date: a? Signature- 06/13/2007 20:43 FAX 3608933824 CC EDWARDS CONSTRUCTION 01/12712005 11:56 4257460660 EARTH CONSULTANTS Firth consLdlants� Inc. r;n+ncci�nk��l B r 5a lhvfmnRMMIM WLYIdSm (rn6g1%w k'm'1'<g4fingdk Icm, 1a!'mnIrm7wTA m SyvlrK January 27, 2005 C.C. Edwards Construction Company P,o, Box 1600 artingr Washington 98055 Attention: Mr. Jim Holland Subject: Slope Reoammeridetians Evenbell Vault Renton, Washington Pear Mr. Holland: 10017 PAGE 02/02 EStahlishod 1975 6-11 x,79 At your request, Earth Consultants, Inc, (ECI) is providing this letter to address the oversteeperted slopes on a portion of the vault excavation at the suWact project. Under present law, WAC 29e-1 SE -66109, the mandated slope gradients may be modified by a registered professional engineer. The requirements of the WAC are as follows: 1) The engineer shall observe the excavation at the beginning of each work shift, after rainfall and after any changes with adjacent properties. The Department of Labor and Industries allows a qualified representative of the engineer to observe the condition of the cut Slopes. 2? The engineer will leave a daily field report on site to be available to the stare director, 3) All re>cornmemdations of the engineer will have to be followed. ECI will be on site to observe the slopes each morning when personnel will be working near The oversxespened slopes. All of the temporary slopes around the vault should be covered in clear plastic. We trust this letter meets your needs. If you have any Questions, please call. Respecdully EARTH Kristina M. Wella Project Manager KMWIddw 1909136th Place N.E., Sufte M1, UlMe, WA 89006 Cutler Locdons Bellevue (425) 643.$780 FAX ( 746-0880 Tal Frog (888) 739 -SM Fire 06/13/2007 20:43 FAX 3808$33824 CC EDWARDS CONSTRUCTION Q 018 el/27/20U5 11156 4257a50e6q EARTH MNSULTANTS PAGE 01/02 F,zartrl Consultants, Inc - ( Reference: Date: , 4 i X05 Ta: 11M� Q. FAX Number. . P X7-4 From: subject: , ...,_ r-sLk1 _ LarW�—. - - - - Number of Pages IneCWing Cover Sheet. 2--�....- If you do not receive all of this FAX or have any questions, please call (425) 643,3780. Comments: M. 1. 2 - Original Copy to be mailed: Eff Fes ❑ No This FAX le humdod aMW for the use of the InclMdual to whom It b addrnmeed end nsey oantellm inknmOon that k pd+►Ilaged, aonlidandal ar aMe wlas mmmptimm dladmoure under appltusble ION. It the reoel+rer a thla FAX lanat to li tarided reciplm d oelhe er layee at' agent reeparialbla for dell,rerir�g;the rnawage to the lntwv&d fecl$9K You ars hemby nol{ifed Qwk any dlesenttnetion, dedrtbudon arcopying of this aommunloWMa Is stddty priaMhkted 9908 - ism Place N.E.. sufto e0l, Mw1wU%washhs1ten was Bellevue (►) E S -MW FAX t 74tFOM 'toll Free (NB) 739-Wd 06/13/2007 20:43 FAX 3608933824 CC EDWARDS CONSTRUCTION 10 019 C.C_ EDWARDS CONSTRUCTION CO INC FACSIMILE TRANSMITTAL SHEET To: David Hartley FROM: JIM HOLLAND FAX NUMBER: DATE: (253) 479-1'145 1/27/05 COMPANY: TOTAL NO. OF PAGES INCLUDING Andetson Riclxardson Hartlq COVER: 2 PHONE NUMBER' SENDER'S REFERENCE NUMBER - (263) 479-9505 (360) 893-5657 RE: EVENDELL ESTATES xV URGENT FOR REVIEW PLEASE COMMENT 13 PLEASE REPLY C PLEASE RECYCLE NOTEM/COMMENTS- Dave: Here is the report done on fixe bank / cut thatwe had done on the slope at Ervendail. We will have a darty reporrwrimm up as needed. Please rail me if you have any questions or need anything else. Thaals, Jim Hoflmd Project Manager PO BOX 1600 • ORTING, Wk° 98350 PHONE' 360-893-5857 • FAX: 360-893-3$24 06/13/2007 20:43 FAX 3608933824 Letter of Transmittal CC EDWAUS CONSTRUCTION 16020 Earth Consultants Inc. 1805 -136h Place Northeast, Suite 201 Bellevue, Washington 98405 Phane: (425) 643-37801 Fax: (425) 746-0860 Poll Free: 1-888-739-6870 TO: C.C. Edwards Construction Company DATE: January 27, 2005 P.O. Box 1800 JOB NO.; E-11479 Orting, Washington 98350 PROJECT: Evenbeil Vault ATTENTION: Mr. Jim Holland WE ARE SENDING YOU; ® Attached ❑ Under Separate Cover Via: THE FOLLOWING. ❑ Feld deports ❑ Reports ❑ Preriminary Drafts ❑ Test ResuJU ® Per Your Request 0 i• r: Copies DateQescri tion 2 1127105 Slope Recommendations Leger THESE ARE TRANSMITTED FOR YOUR: ® information Files ❑ Approval ❑ - ._ ❑ ❑ Review and Comments ❑ Signature ❑ Distribution REMARKS: If you have any questions please call our office. 3. 4. , My - 30D 8 1 20B5 1 Thank you! ATTN. ATTN. ATTN. ATTN. BY ,Raymond A. Coglas, P-E_lajr . 08/13/2007 20:43 FAX 3608933824 CC EDWARDS CONSTRUCTION L& 021 r 0 rth (71St,CliaTi, Inc. GL°+riiCC'11PV01FA-CpiEiemacirrowgF-A l\'if!]I'1171f7'i[rliSr EStabllslied 1975 (7utiCtna` kmi Tt%,qlh)u& rMO I11';11�f?lii�jx"c'IHu7 S��`rt:tK January 27, 2006 C.C. Edwards Construction Company P.O. Box 1600 Orting, Washington 98360 Attention: Mr, Jim Holland Subject. Slope Recommendations Evenbell Vault Renton, Washington Dear Mr. Holland: E-1147 9 At your request, Earth Consultants, Inc. (ECI) is providing this letter to address the oversteepened slopes on a portion of the vault excavation at the subject project. Under present law, WAC 296-155-66109, the mandated slope gradients may be modified by a registered professional engineer. The requirements of the WAC are as follows: 1) The engineer shall observe the excavation at the beginning of each work shift, after rainfall and after any changes with adjacent properties. The Department - of Labor and Industries allows a qualified representative of the engineer to observe the condition of the cut slopes. 2) The engineer will leave a daily field reportt on site to be available to the state director. 3) All recommendations of the engineer will have to be followed. ECI will be on site to observe the slopes each morning when personnel will be working near the oversteepened slopes. All of the temporary slopes around the vault should be covered in clear plastic. We trust this letter meets your needs. If you have any questions, please call. Respectfully submitted, EARTISULTANTS, IN \5, •ti C Raymd dl Coglas, P.E. Manager of Geotechnical Services RACfddw 1805136th Place N,E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0660 Toll Free (988) 739.6670 Other Locations Fife 06/1.3/2007 20:43 FAX 3608933824 CC EDWARDS CONSTRUCTION 'im nth Consultants, Inc. Gmadmical F -ng r=,% c=logs' & 8nmm moria! sdenfts Qn5vuakNi Testing & IC641 WAW inspection S 40r,'; January 27, 2005 C.C. Edwards Construction Company P.O. Bax 1600 Orting, Washington 98360 Attention: Mr. Jim Holland Subject: Slope Recommendations Evenbell Vault Renton, Washington Dear Mr. Holland: 16022 Established 1975 E-1 1 479 At your request, Earth Consultants, Inc. (ECI) is providing this letter to address the oversteepened slopes on a portion of the vault excavation at the subject project. Under present law, WAC 296-155-66109, the mandated slope gradients may be modified by a registered professional engineer. The requirements of the WAC are as follows; 1) The engineer shall observe the excavation at the beginning of each work shift, after rainfall and after any changes with adjacent properties. The Department of Labor and Industries allows a qualifled representative of the engineer to observe the condition of the cut slopes. 2) The engineer will leave a daily field report on site to be available to the stage director. 3) All recommendations of the engineer will have to be followed, ECI will be on site to observe the slopes each morning when personnel will be working near the oversteepened slopes. All of the temporary slopes around the vault should be covered in clear plastic. We trust this letter meets your needs. If you have any questions, please call. Respectfully submitted, EARIIISUI.TAN , IN Ray a' d';C. Coglas, P.E. Manager of Geotechnical Services RAClddw .1 R. �P 38018~ 1805 136th Place Mi., Suite 201, Bellevue, WA 98005 Other Locations Bellevue (425)643-3780 ' FAX (425)746-0860 Toll Free (868173H670 Fife 06/13/2007 20:43 FAX 3608933824 CC EDWAOS CONSMUCTION 1 023 .- "Letter of Earth Consultants Inc. ' CSeolachnl�al krr�+lroerr.:, Gcalogisrs � �nvtennmbni:d SdcnlLarS Transmittal 1805 - 1361" Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643-3780 / Fax: (425) 745.0860 Toll Free: 1-888-739-6670 TO: C. C. Edwards Construction Company, Inc. P. O. Bax 1600 Orting, Washington 98360 ATTENTION: Mr. Jim Holland DATE: February 11, 2005 JOB No.: M-114.79-1 PROJECT: Avenbell WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover Via: THE FOLLOWING: ® Feld Reports ❑ Reports ❑ Preliminary Drafts ❑ Test Results Per Your Request ❑ No, of 1 each 1 Observation 1 each Strenoth Re THESE ARE TRANSMITTED FOR YOUR: ® Information ® Fles ❑ Approval ❑ ❑ rt(s) Dated 219!05 ) Dated ❑ Review and Comments REMARKS: If you have any questions, please call. CC: 1. King County, DDES 2. 3. 4. FEB 17 7005 13y; on ❑ Signature ❑ Distribution Thank Youl ATTN. Mr. Tim Cheaturn ATTN. ATTN. ATTN. BY Frank B. Adams/ddw 06/13/2007 20:43 FAX 3608933824 CC EDWAnS CONSTRUCTION f=d_(cubic yards) L0 U24 Approved Mix Design Available? _Yes No Mix design: Per Project Plans and Specifications, 20 Day Strength of Concrete; Method of Consolidatlon: 6407 Method of Discharge: Direct; Pump: Other. Ems J consutants, inc Job No. Page of Grades for Reinforcing Steel:p,,a IttlkLi Eh V1— G� a Zj%to r —j _qWj W COrLs4 LW 7ti*$ 46 T= I h'Aeo e5 , qu%j 'j ) . !! f —/ Verified Steel to be Free of Debris: Yes; 1805 738th Place N.E., Suite Zpt • Hel[evue, WA 68Qos Beftww (425'1 643-3700 • Free Contractor Date ;] Gi f '� Day of Wel TOR (898) 730-6637Uf.e 'V , No:�,..._., 6 FAX (dM 74e-oam Inspader I Penna No, Yes: REINFORCED CONCRETE :07 d W �-S k 6 d OBSERVA11ON REPORT ame Placement Area: Footings Tlt-up Panels SOG wars Other Placement location (arldnnes): n Total Quantity of Pour: f=d_(cubic yards) Approved Mix Design Available? _Yes No Mix design: Per Project Plans and Specifications, 20 Day Strength of Concrete; Method of Consolidatlon: Method of Discharge: Direct; Pump: Other. Numbers of Cylinders Cast per Set: Number of Sets Cast J Grades for Reinforcing Steel:p,,a � 'i� Verified Steel to be Free of Debris: Yes; Zo .�� Verified Steel to Have Proper Ties: Yes',— es: ^ No: Verified Steel to Have Proper Clearance: Yes; No:�,..._., Verified Steel to Have Proper Lap Yes: No: Verified Steel to Have Proper Spacing: Yes: No.— TO the best of my knowledge, the work desoibed above complies with approved plans and speclfications. Q other Reviewed By: Name: Aj.4 zu Date: 06/13/2007 20:44 FAX 3608933824 CC EDWaDS CONMUCTTION 16025 Earth Consultants Inc. UK Letter of&� Transmittal 1805 - 1360 Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: (425) 643-3780 1 Fax: (425) 746-0860 Toll Free: 1-888-739-6e7D TO. C. C. Edwards Construction Company, Inc. DATE: March 18, 2005 P. o. Box 1600 .los No.: M-11479-1 Crting, Washington 98360 PROJECT: Avenbell ATTENTION: Mr. Jim Holland WE ARE SENDING YOU: ® Attaohed ❑ Under Separate Cover Via: THE FOLLOWING; s Field Reports Reports ❑ Preliminary Drafts ❑ Test Results , ® Per Your Request ❑ +' � �+ ' F!�`! --.__ w.�_ ,�. THESE ARE TRANSMITTED FOR YOUR: ® information ® Files Q Approval ❑ Review and Comments ❑ Signature Distribution ❑ ❑ REMARKS: If you have any questions, please call. CC: 1. 2- 3. 4. r MAR Z 12005 SY; Thank Youl ATTN. ATTN. ATTN. 13Y Don A. Miller/air 06/13/2007 20:44 FAX 3608933824 CC EDWARDS CONSTRUCTION 10026 6411 Earth Caisuftmts� inc Job Flo./1 �j Pa9e of ffj rit e,mr� C :hA FirdnTi'n Ud &-1014 _ / I I yr r Ou�nCdW Trsinga M /xnBO I I9aai� Conhwbr Dale ,� / Osy Of Week 190513801 Plain ME, Suite 201 • BeUevue, WA 98005 C- � �zv�l2 c� - a'S J:IGK/D/f Bellevue (4257 6434790 • Tall Free (898) 739-6670 40 FAX (425) 74648eo ItsapeCtoi Permit No. L Q j Pd 0 r / REINFORCED CONCRETE"��'"�"'' e OBSERVAMON REPORT Projea Name Footings Tilt up Panels SOG Wells Placement Area: Other Placement location (gltdGnes): Total Quantity of Pour: 9Q •Sd (c4blc yards) Approved Mix Design Available? Yes __Lz:::<.o Mix Design: Per Project Plans and Specifications, 28 Day StrengthofConcrete: Method of Consolidation:�y� Method of Discharge: Direct pump: )c _ Other. Numbers of Cylinders Cast per Set: Number of Sets Cab: Grades for Reinforcing Steel: ogO 441.4.44 y Verified Steel to be Free of Debris: Yes:. No: Verified Sleet to Have Proper Ties: Yes: No: Verifled Steel to Have Proper Clearance: Yes: I No: Verified steel to Have Proper Lap Yes; No: Verified Steel to Have Proper Spacing: Yes: No: Comments:__�'Gf a <r -ror (?� ff.ff .�,¢,�; To the best of my knowledge, the work described above complies with approved plans and specifications. ❑ Other Reviewed Date: L';w Twenty First Revised Sheet No. 52 Canceling Twentieth Revised WN U-60 Sheet No. 52 PUGET SOUND ENERGY Electric Tariff G SCHEDULE 52 CUSTOM LIGHTING SERVICE COMPANY OWNED AVAILABILITY: 1. This schedule is available to all Customers contracting for Company owned and maintained sodium vapor or metal halide lighting service for illumination of streets, highways, and'other areas. 2. Service under this schedule may be pursuant to a service agreement, which shall be consistent with this schedule and shall be of a standard form provided by and satisfactory to the Company. 3. All non-standard equipment is subject to approval by the Company prior to installation. 4. Service under this schedule is effective for a minimum period of fifteen (15) years for lights installed by the Company on or after August 1, 2000, unless (a) a subsequent customer requests service or; (b) the facilities are removed, whereupon appropriate removal charges shall be paid. After expiration of such term, service shall continue on a year-to-year basis until terminated upon one (1) year's notice in writing. 5. Where necessary, the Customer shall obtain for, or grant to, the Company necessary permits and/or operating rights to place and/or maintain lighting facilities on public streets, highways, and public areas without expense to the Company. In conditions where it is necessary to place any lighting facilities on private property, the customer shall obtain and furnish suitable easements without expense to the Company. 6. Service under this schedule is available only for newly constructed Company owned lighting systems utilizing underground circuitry, decorative or custom lighting systems utilizing overhead circuitry, or existing lighting systems upon purchase by the Company. The Company will furnish all necessary labor, material and supplies for the installation, servicing and maintenance of lights under this schedule, except as provided in paragraph 8 of the Special Terms and _-C&n3i`tions herein. TYPE OF SERVICE: Service under this schedule applies to dusk -to -dawn lighting of streets, alleys, and other areas which can be served from the Company's distribution system. MONTHLY RATES: The sum of Lamp and Facilities charges: Issued: June 26, 2000 Advice No. 2000-10 By: y Steve Secrist Effective: August 1, 2000 Issued By Puget Sound Energy Director, Rates & Regulation Fourteenth Revision of Sheet No. 52-a Canceling Thirteenth Revision WN U-60 of Sheet No. 52-a PUGET SOUND ENERGY Electric Tariff G SCHEDULE 52 CUSTOM LIGHTING SERVICE COMPANY OWNED (Continued) Lamp Charges: per lamp Sodium Vapor Rate per Month Lamp Wattage per lamp 50 $1.55 70 $2.25 100 $3.16 150 $4.61 200 $6.12 250 $7.60 310 $10.34 400 $11.&4 Metal Halide Rate per Month Lamp Wattage per lamp 70 $2.41 100 $3.07 150 $4.42 175 $522 250 $7.11 400 $11.13 1000 $26.62 Facilities Charge: Options A and B Terms: 1. Estimated Installed Cost: The Estimated Installed Cost is the estimated installed cost of the lighting system, including but not limited to, luminaires, poles, distribution facilities, labor, overheads and includes the effect of applicable taxes (when applicable). 2. Estimated System Cost: The Estimated System Cost is the estimated installed cost of the lighting system including, but not limited to, luminaires, poles, distribution facilities, labor, overheads but excludes the effect of applicable taxes. Amounts of the facilities charges: Option A: 1.50% times the Estimated System Cost per month. Under Option A the Customer makes no payment up -front. The monthly facilities charge covers taxes, depreciation, insurance, return and routine maintenance. At any time, upon notice to the Company, the Customer may pay the unamortized balance of the Estimated Installed Cost and thereafter pay the monthly facilities charge under Option B for the remainder of the term. Issued: January 11, 2006 Effective: January 20, 2006 Advice No.: 2006-01 Issued By Puget Sound Energy By: jTom DeBoer Title: Director, Rates & Regulatory Affairs —�C ,� - Fifth Revision of Sheet No. 52-b Canceling Fourth Revision WN U-60 of Sheet No_ 52-b PUGET SOUND ENERGY Electric Tariff G SCHEDULE 52 CUSTOM LIGHTING SERVICE COMPANY OWNED (Continued) Option B: 0.24%fl times the Estimated System Cost per month. Under Option B the Customer pays the Estimated Installed Cost up -front. The monthly facilities charge covers routine maintenance. Availability Of Option A Facilities Charge: Option A is available to all Customers except, Option A is not available to homeowner or condo associations or similar organizations until the homes or condos have been fully built -out and occupied. At any time the Company may require that the Customer provide sufficient security up to the amount of the Estimated Installed Cost in a form and for a term acceptable to the Company Any Customer wishing to discontinue service (including changing of account responsibility) must pay the unamortized balance of the Estimated Installed Cost at the time service is discontinued. SPECIAL TERMS AND CONDITIONS: 1. Notification of Inoperable Lights: For lights where the Company provides routine maintenance, it shall be the responsibility of the Customer to notify the Company of Custom lights that are not working. Upon notification, within seventy-two (72) hours, excluding Saturdays, Sundays and holidays, the Company.will investigate and take corrective action if such action is the responsibility of the Company. If such Company investigation/corrective action is not taken within seventy-two (72) hours for each such light, the Customer's billing shall be credited an amount equal to the monthly Lamp Charges normally billed for that light. This seventy-two (72) hour guarantee of service is in lieu of the provisions of Schedule 130 which are not available under this schedule. The Company will be excused from providing maintenance service within seventy-two (72) hours in the event of significant adverse events, such as storms, earthquakes, or other events beyond the Company's control including those enumerated in Schedule 80, paragraph 12.a. of this tariff. 2. Hours of service: Service under this schedule is for dusk -to -dawn lighting, or lighting service for the average number of hours of darkness per month (approximately 4,200 hours per year). (K) Transferred to Sheet No. 52-a Issued: March 17, 2005 Effective. April 17, 2005 Advice No.: 2005-21 Issued By Puget Sound Energy By: Karl R_ Karzmar Title: Director, Regulatory Relations Second Revised Sheet No. 52-c Canceling First Revised WN U-60 Sheet No. 52-c PUGET SOUND ENERGY Electric Tariff G SCHEDULE 52 CUSTOM LIGHTING SERVICE COMPANY OWNED (Continued) 3. Removal, Relocation or Modification of Lighting Facilities: Lighting facilities will be removed, turned off, relocated or modified by the Company only after receipt of a letter signed by the Customer or its assignee who is in authority to order such action. Only the Company may remove, relocate or modify Company owned lighting facilities. Modification includes changes in type of lighting fixture or changes in bracket length or mounting height due to Customer, city, county or state requests or requirements. Relocation includes relocation of supporting poles and conversion of the serving distribution facilities to underground due to Customer, city, county or state request or requirement. In advance of any removal, relocation or modification, the Customer shall pay an amount equal to the estimated cost of such removal, relocation or modification. This estimated charge shall include the cost of removal of facilities that now serve lighting load only. All facilities installed or removed remain the sole property of the Company. The cost of removal, relocation or modification also includes any costs of traffic control or other associated costs. At the time when no Customer is taking service for lights under this schedule, the Company, at its sole option, may remove all facilities used in providing service. Lights that are removed because there is no longer a Customer to accept service will be considered removals requested by the last Customer of record for the purposes of assessing the charges contained in this schedule. 4. Additional Removal Charges: In addition to the charge for the cost of the removal, relocation or modification the following charges apply: a. If a light to be removed has been installed for less than ten (10) years and was installed prior to August 1, 2000; or a light installed after July 31, 2000, has been installed for less than fifteen (15) years, a charge equal to the total original estimated installed cost less (i) any up -front customer contribution toward the cost of salvageable items and (ii) estimated salvage value of the facilities removed. b. If lights to be removed were transferred to Company ownership for nominal compensation, there will be no additional charge upon removal. Issued: June 26, 2000 Advice No. 2000-10 By: &��. Steve Secrist Effective: August 1, 2000 Issued By Puget Sound Energy Director, Rates & Regulation First Revised Sheet No. 52-d Canceling Original WN U-60 Sheet No. 52-d PUGET SOUND ENERGY Electric Tariff G SCHEDULE 52 CUSTOM LIGHTING SERVICE COMPANY OWNED (Continued) 5. Other Loads on Lighting System: Where unmetered lighting circuits include provisions for other or additional usage such as electric outlets (festoon outlets) the Company may require that service be metered and billed under the appropriate general service schedule. 6. Billing Information to be Provided by the Company: For each type and wattage of light the Company shall provide the total number of lights billed and the total dollar amount for the month by lamp size and type. 7. Ownership of Facilities: The Compan shall own, o rate and maintain all fstall:r.. under this schedule. 8. Non -Standard Equipment: Non -Standard Equipment ("Non -Standard Equipment") is defined herein as: equipment which is not standard to the Company and not included in the Company's inventory for maintenance. Non -Standard Equipment (including but not limited to poles, arms and luminaires) installed under this Schedule is subject to the following conditions. a. Non -Standard Equipment will not be kept in the Company's inventory for the purpose of maintenance. The Customer may choose to keep an inventory of such Non - Standard Equipment and make it available to the Company. If the Customer inventory is made available to the Company at costs that the Company would otherwise pay for such equipment, the Company will use the Customer inventory and reimburse the Customer for materials used within thirty days after receipt of a bill therefore. b. If Non -Standard Equipment is not available for maintenance from the Customer as described in S.a. above, and it is necessary to provide temporary lighting service, when requested by the Customer in writing the Customer shall be responsible for all costs the Company incurs for such temporary:facilities. The Customer shall reimburse the Company for such costs within thirty (30) days after receipt of a bill therefore. If Non- Standard onStandard Equipment is not available for ;maintenance the Company will not be obligated to comply with paragraphs 1 and 2 of the Special Tenors and Conditions section of this schedule. Issued: June 26, 2000 Advice No. 2000-10 By: &5kp Steve Secrist Effective. August 1, 2000 Issued By Puget Sound Energy Director, Rates & Regulation First Revised Sheet No. 52-e Canceling Original WN U-60 Original Sheet No. 52-e PUGET SOUND ENERGY Electric Tariff` G SCHEDULE 52 CUSTOM LIGHTING SERVICE COMPANY OWNED (Continued) c. Should the Non -Standard Equipment become unavailable for purchase and require custom fabrication or special ordering, the Facilities Charge shall be adjusted to reflect any increase in cost. INDEMNIFICATION: The Customer shall indemnify and hold harmless the Company, its successors and assigns, from and against all claims, actions, liability, cost and expense by reason of injury to or death of persons or damage to property arising or resulting from (a) any interruption of modification of service requested or caused by the Customer; (b) any defects in any Non -Standard Equipment; (c) a failure or inability of the Customer to provide necessary Non -Standard Equipment components in a timely fashion that allows Company to meet its obligations under paragraph 1. of the Special Terms And Conditions of this schedule when so requested by the Company; or (d) any lighting, requested or approved by Customer or third party, which does not conform to the Illuminating Engineering Society (IES) Standards. TREE TRIMMING: It shall be the responsibility of the Customer to provide tree trimming services in areas that are below the height of luminaires installed under this schedule except when luminaires are installed within the area of energized electrical wires that is restricted to qualified utility workers. The Company shall be responsible for tree trimming within this restricted area. ADJUSTMENTS: Rates in this schedule are subject to adjustment by such other schedules in this tariff as may apply THIRD PARTY DAMAGE: If Custom lighting facilities experience malicious and/or recurring damage caused by actions of third parties the Company may remove such facilities or, alternatively, such facilities may remain in place upon payment by the Customer for such damage. GENERAL RULES AND PROVISIONS: Service under this schedule is subject to the General Rules and Provisions contained in this tariff. (K) & (M) Transferred from and to Sheet No. 52-e Issued: June 26, 2000 Effective: August 1, 2000 Advice No. 2000-10 92 Steve Secrist Issued By Puget Sound Energy Director, Rates & Regulation r a King County Dept. of Development and Environmental Services 900 aakesdale Avenue Southwest Renton, Washington 98057-5212 (206) 296-6600 TTY(206)296-7217 www.metrokc.gov NO APPROVAL Punchlist Inspection for Roads, Drainage & Erosion Control Facilities Land Use Inspection Section Date: May 21, 2007 No Approval No.: 1 Original Punchlist Date: September 30, 2005 Name of Development: Evendell Plat Project No.: L01P0016 Address of Development: 13606 156th Ave SE Activity No.: L04SI188 On the date indicated, an inspection was conducted and it was determined that the items listed remain to be corrected. This punchlist is valid for 30 -day- Changes will not be made within the 30 -day limit without the express review and approval of the Project Manager/Senior Engineer, Land Use Inspection Section. Any extensions to the 30 -day limit must be approved by the inspector. See Attached No Approval List It is agree that corrections will be made by June 20, 2007 and a re -inspection will be requested by the developer or his representative by calling: Tim Cheatum 5/21/2007 206-296-7232 Inspector (print) date Phune No. Original: Developer A%\64.No Approval 1.03-10-06 APPLICANT SBI DEVELOPING, LLC % Kurt Wilson PO BOX 73790 Name Address PUYALLUP, WA 98373 Address cc: FGMU cc: Inspector CON STRUCTION INSPECTION NO APPRO v AL for Roads, Drainage, and Erosion Control Facilities No Approval Date: May 21, 2007 Project Name: Evendell Plat Project No.: LO 1 POO 16 Activity No.: L04SI188 Activity Type: INSPCT-P Location: 13606 156`h Ave SE I The Land Use Services Division has a computer tracking system that uses project and activity numbers. Please refer to both the project and the activity numbers when inquiring about this project. 2 This official punch list is valid for 30 days. Changes will not be made within the 30 -day limit without the expressed review and approval of the Senior Engineer, Land Use Inspection Section. Any extensions to the 30 -day limit must be approved by the inspector. Deviations from this policy should be reported to the Senior Engineer at 296- 7236. 3 Computer generated punch lists may appear to be missing punch list items because they are not numbered 1, 2, 3, 4, 5, 6, ...etc. This is not a mistake, but due to the way the computer stores the standard conditions listing. 100 STORM DRAINAGE SYSTEM: 101 Flush all storm drainage lines and clean out all catch basin/manhole sumps, including any retention/detention systems. 102 Remove sediment build-up from the retention/detention system. 110 Provide the building permit number(s) and special inspection reports to verify the storm drainage vault has been constructed per the building permit. 112 Add locking bolts to all catch basins, except on rolled curb grates: 115 Add metal support plate on back of grate on the follow catch basins: CB8; CB18; CB43; 116 C1338 calls for a Type 1 Catch Basin. Curb Inlet installed. Build according to plans or submit for a plan change. 117 CB38 frame and/or lid warped. Replace. 121 Verify the pipe inverts entering and exiting the detention pond are constructed per the approved plan. 132 Verify that the spillway elevation is correct. Page 1 of 8 Print Date: 05/21/2007 CONS1 rUCTION INSPECTION NO APPROti /,,L for Roads, Drainage, and Erosion Control facilities for Project Number: LOIPOO 16 Punch List Date: May 21, 2007 133 On Intake 39B (Control structure for vault) the following items need to be addressed: b. Install non-metallic ladder into sump area d. Install floor grate with 2'x2' hinged access door. 135 Install access gate from vault to CB's 39 and 39A. 139 Provide all special inspection reports for the construction of the stormwater vault located on Tract N. 140 On vault, within Tract N, place all grates correctly on frame. Should be Iaying flat. 141 Remove silt fence and frame from around vault vent grates on Tract N. 142 Vault on Tract N does not appear to hold water. Is intake plugged? Leaking? Clean outs open? Identify and correct problem. 143 Appears to be no debris barrier on intake 2A, install if missing. 144 Remove vegetation around tracts N and L. Re -vegetate with low -growth seed mix. 145 Need volume verification letter from engineer for vault on Tract N. 146 Remove evasive weeds from within RID pond in Tract L. 200 ROADWAYS AND PARKING AREAS: 205 Seal all asphalt joints. 208 Per Variance L04VO056, applicant's engineer must certify that 390 feet of ESD has been provided for the driveway at STA 4+00 on SE 136`h. 209 Per Variance L04VO056, applicant's engineer must certify that 500 feet of ESD (to the north) of the intersection of SE 136th St and 156th Ave SE, 213 Provide approved plans for Luminaires that are installed along SE 136th St and within the plat. 214 Provide Special inspection reports for the construction of the Concrete Retaining Wall along SE 136th St. 218 Hole in roadway on SE 136th St, just west of intersection of SE 136th and 158th Ave SE. 219 Several utilities have settled in roadway, they are marked with orange paint, raise utilities to grade and seal. Page 2 of 8 Print Date: 05/21/2007 CONS'. ..JCTION INSPECTION NO APPROV ,L f'or Roads, Drainage, and Erosion Control Facilities for Project Number: LO P0016 Punch List Date: May 21, 2007 220 Redo asphalt patch around water meters in Tract D. Certify from manufacture that meter boxes are H2O compliant. 221 Remove grout from roadway, painted with orange paint. 300 SIDEWALK, CURB AND GUTTER: 303 Repair spalled areas of sidewalk and/or curb marked with orange spray paint. 304 Repair cracked sections of sidewalk and/or curb marked with orange spray paint. 305 Fill behind all areas of sidewalk to provide a smooth transition. 306 Area behind sidewalk on Tract H does not meet KCRS standards as shown on DWG 1- 005 (attached). Install one foot (1') transition prior to slope. 307 Back of sidewalk behind mail box does not meet KCRS standard as shown on DWG 1- 003 (attached). Install one foot (1') transition prior to slope. 308 All truncated dome sections of the ADA ramps are to be re -done. Stove Black is fading. Utilize a product that will have longer lifespan. 309 Clean gutter on west side of 158th Ave SE so it can be inspected. 310 Clean gutter on south side of SE 136 1h St by 1601h Ave SE intersection, so it can be inspected. 400 OTHER COMMENTS: 407 Outstanding Design Plan Changes must be addressed before Final Construction Approval can be issued. Please address the following outstanding design plan changes: L05PC044; L04PCO81 408 Final Corrected Plan Street Names do not match the recorded plat (or proposed final plat). Correct street names on the Final Corrected Plan. 450 Landscaping, recreational equipment and street tree inspections will be handled under a separate punchlist. Please contact the inspector for details. 453 Verify that one (1) wetland sign per lot around Tract A has been installed. 454 Remove all Temporary Erosion/Sediment Control (ESC) BMP's where Permanent ESC BMP's are established. Page 3 of 8 Print Date: 05/21/2007 CONS 1 r, JCTION INSPECTION NO APPROV�i, for Roads, Drainage, and Erosion Control Facilities for Project Number: LO POO 16 Punch List Date: May 21, 2007 455 Install rockery as shown on approved plans on SE 136"' St between 158`h Ave SE and 160`h Ave SE (Adjacent to the wetland mitigation area.). If you are maintaining 2:1 slope instead of rockery, provide survey staking that shows that slow is not located within wetland buffer area. Additionally, a plan change will have to be requested. 456 Bollards on Tract H need to be arranged so that they is no access from vehicles along sidewalk area. Bollards are to be place as per KCRS 5.08. Spacing of removable bollards shall be 60 inches on center with fixed bollards on either side of tract. (i.e. next to sidewalk and at north edge of pavement). May need to add an additional fixed bollard on south side of sidewalk to prevent vehicles from driving around. 458 On south side of SE 136`h St approx 125 feet from intersection is a utility at back of sidewalk with a piece of wood for a cover. Provide appropriate cover for utility. 460 Reimbursable fees are owed to KCDOT for Illumination inspection and signing. These fees shall be paid prior to final acceptance of the plat. Estimated fees are $5,000, 800 NON CONSTRUCTION RELATED REQUIRF,MENTS: 801 FINAL CORRECTED TECHNICAL INFORMATION REPORT AND/OR FINAL CORRECT PLANS: The Revised Code of Washington 18.43 and the Washington Administrative Code 196 require all plans, specifications, plats and reports (including any changes) be prepared, signed, dated, and stamped by a licensed engineer. 804 A FINAL CORRECTED TECHNICAL INFORMATION REPORT (TIR) REQUIRED: For projects designed under the 1990 or 1998 Surface Water Design Manual, the applicant shall supply two (2) copies of the corrected TIR to this office. The FINAL CORRECTED TIR will reflect any drainage design plan changes. If no drainage design plan changes were approved, copies of the original TIR are acceptable. Copies of the TIR shall be marked "FINAL CORRECTED TIR". One copy will be kept by DDES and one will be forwarded to the King County Department of Natural Resources for permanent record keeping. Page 4 of 8 Print Date: 05/21/2007 CONS1 nUCTION INSPECTION NO APPROVhL for Roads, Drainage, and Erosion Control Facilities for Project Number: LOIPOO 16 Punch List Date: May 21, 2007 806 A TWO YEAR MAINTENANCE AND DEFECT financial guarantee warranting the successful operation and maintenance of RIGHT-OF-WAY improvements and/or DRAINAGE FACILITIES, and guaranteeing the workmanship, materials and design used in the construction of the improvements and/or facilities is required. Please contact the Financial Guarantee Management Unit (FGMU), at 296-7009, to obtain the proper forms. DO NOT SUBMIT THIS FINANCIAL GUARANTEE UNTIL ALL OTHER CONSTRUCTION PUNCHLIST ITEMS HAVE BEEN ADDRESSED. THE TWO YEAR MAINTENANCE AND DEFECT PERIOD SHALL NOT BEGIN UNTIL FINAL CONSTRUCTION APPROVAL OR RECORDING, WHICH EVER IS LAST. The amount of this guarantee, (25% of the total costs (including a 30% contingency and mobilization factor) for existing right-of-way and future public road improvements and drainage facilities as shown on the financial guarantee worksheet) is: $ 215,620 812 DRAINAGE FACILITY LIABILITY POLICY (KCC 9.04. 100) Any person required to construct a drainage facility (except downspout roof drain infiltration systems) shall maintain a liability policy in the amount of $1,000,000 which shall name King County as an additional insured. This policy shall remain in effect until construction approval or acceptance for maintenance, whichever is last. THE POLICY FOR THIS PROJECT MUST NOT EXPIRE BEFORE THE FINANCIAL GUARANTEES ARE RELEASED. THE POLICY MUST BE EXTENDED TO CONFORM TO THE KING COUNTY CODE DESCRIBED ABOVE. 814 INSPECTION FEES: After all other punch list items have been approved by the inspector, a Summary of Charges and Payments will be provided to you. Final Construction Approval can not be granted until the indicated fees are paid. NOTE: The Summary of Charges and Payments is not a final fee determination, additional charges may appear after Final Construction Approval. All outstanding invoices must be paid before any Financial Guarantees can be released. In order to avoid delays in processing, Please noti the inspector when fee payment has been made. 840 Provide a certification, by a professional land surveyor, that the survey monuments have been set as shown on the final plat documents. This requirement is for PUBLIC roads only. 990 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PUBLIC ROADS Submit a complete set of archival quality mylars. Mylars shall be photo mylar or ink on- mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. Page 5 of 8 Print Date: 05/21/2007 CONST .JCTION INSPECTION NO APPRO'Vn,_, for Roads, Drainage, and Erosion Control Facilities for Project Number: LO P0016 Punch List Date: May 21, 2007 990.1 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PRIVATE ROADS AND A RETENTION/DETENTION AND/OR WATER QUALITY FACILITY: Submit a complete set of archival quality mylars for the drainage and/or water quality facility. Mylars shall be photo mylar or ink-on-mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. 996 FINAL CORRECTED PLANS, REPLACEMENT MYLARS: When the originally approved mylar is not submitted as the FINAL CORRECTED PLAN, additional review of the replacement mylar will be required_ The Pian or "P" number from the original mylar shall be shown on the replacement mylar. Page 6 of 8 Print Date: 05/21/2007 CONS, _JCTION INSPECTION NO APPROVE for Roads, Drainage, and Erosion Control Facilities for Project NTunlber; L01 P0016 Punch List Date: May 21, 2007 Page 7 of 8 Print Date: 05/21/2007 CONS'i ,XTION INSPECTION NO <IPPROV/ r-sL for Roads, Drainage, and Erosion Control Facilities for Project Number: L0IPOO 16 Punch List Date: May 21, 2007 c> M z M cyM c� M a ask ' ti 5A q I_T F;, n Page 8 of 8 Print Date: 05/21/2007 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 July 14, 2006 SBI Developing, LLC Attn: Kurt Wilson PO Box 73790 Puyallup, WA 98373 RE: Project Name: Evendell Landscape/Recreation Project No.: L01P0016 Activity No.: L05 S1040 Dear Mr. Wilson An inspection of this development was made by the Land Use Inspection Section. Based on that inspection, the enclosed punch list of construction deficiencies was prepared. Within fifteen (15) working days of the elate of this letter, please contact the inspector (name and phone number at the bottom of the page) with the schedule for completing these items and indicating when work will begin. When all items are completed, please call for a follow- up inspection. If you have any questions or problems that the inspector cannot resolve, please call me at 296-7234 or write to the Land Use Inspection Section at the address above. Si cere Jeff Pray, Engineer III/Project Manager Land Use Inspection Section Enclosures: LUIS Performance Punch List cc: Tim Cheatum, Engineer Inspector's Phone No.: 296-7232 Financial Guarantees Management Unit CONSTRUCTION INSPECTION PUNCH LIST for Landscaping, Recreational Equipment and Street Trees (Applies to Recorded Projects) Punch List Date: July 13, 2006 Project Name. Evendell Landscape/recreation Project No.: L01P0016 Activity No.: L05SIO40 Activity Type:1NSPCT-L Location: SE 136" St and 160" Ave SE The Land Use Services Division has a computer tracking system that uses project and activity numbers. Please refer to both the project and the activity numbers when inquiring about this project. 2 This official punch list is valid for 30 days. Changes will not be made within the 30 -day limit without the expressed review and approval of the Senior Engineer, Land Use Inspection Section. Any extensions to the 30 -day limit must be approved by the inspector. Deviations from this policy should be reported to the Senior Engineer at 296- 7236. Computer generated punch lists may appear to be missing punch list items because they are not numbered 1, 2, 3, 4, 5, 6, ...etc. This is not a mistake, but due to the way the computer stores the standard conditions listing. 10 Submit documentation from a landscape architect or landscaper to verify species, number and installation methods as shown on the approved plan have been complied with. I 1 Submit documentation to verify recreational equipment speci Fcations have been met. 14 Area between asphalt and timbers need to be tilled in to provide a smooth transition. 15 "Spring Animals" space required for structure and use zone is a 9' diameter circle. The animal in the southern section of play area is only 7.75". Adjust to meet requirements. 16 Top soil and low growing turf seed mix needs to be installed on RID pond. 814 INSPECTION FEES: After all other punch list items have been approved by the inspector, a Summary of Charges and Payments will be provided to you. Final Construction Approval can not be granted until the indicated fees are paid. NOTE: The Summary of Charges and Payments is not a final fee determination, additional charges may appear after Final Construction Approval. All outstanding invoices must be paid before any Financial Guarantees can be released. In order to avoid delays in procening, please notify the inslRector when fee payment has been made. 1000 Inspector: Tim e Phone: (206) 296- 7232 S ignatu Print Date: 07/26/2006 �1--, nw)�� King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 October 11, 2005 SBI DEVELOPING, LLC % Kurt Wilson PO BOX 73790 PUYALLUP, WA 98373 RE: Project Name: Evendell Plat Project No.: L01P0016 Activity No.: L04SI188 Dear Mr. Wilson An inspection of this development was made by the Land Use Inspection Section. Based on that inspection, the enclosed punch list of construction deficiencies was prepared. Within fifteen (15) working days of the date of this letter, please contact the inspector (name and phone number at the bottom of the page) with the schedule for completing these items and indicating when work will begin. When all items are completed, please call for a follow-up inspection. We are re -issuing this punchlist to correct the following items: a. The amount of the Maintenance and Defect financial guarantee was omitted (Item 806). The amount of this financial guarantee is $215,620 b. Item 808 was removed from original punchlist as it did not pertain to this project. If you have any questions or problems that the inspector cannot resolve, please call me at 296-7234 or write to the Land Use Inspection Section at the address above. Sincerely, A4 Jeff Pray, Engineer III/Project Manager Land Use Inspection Section Enclosures: LUIS Performance Punch List cc: Tim Cheatum, Engineer Inspector's Phone No.: 206 296-7232 Financial Guarantees Management Unit CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities Punch List Date: September 30, 2005 Project Name. Evendell Plat Project No.: L01P0016 Activity No.: L04SI188 Activity Type: INSPCT-P Location: 13606 156h Ave SE The Land Use Services Division has a computer tracking system that uses project and activity numbers. Please refer to both the project and the activity numbers when inquiring about this project. 2 This official punch list is valid for 30 days. Changes will not be made within the 30 -day limit without the expressed review and approval of the Senior Engineer, Land Use Inspection Section. Any extensions to the 30 -day limit must be approved by the inspector. Deviations from this policy should be reported to the Senior Engineer at 296- 7236. 3 Computer generated punch lists may appear to be missing punch list items because they are not numbered 1, 2, 3, 4, 5, 6, ...etc. This is not a mistake, but due to the way the computer stores the standard conditions listing. 100 STORM DRAINAGE SYSTEM: 101 Flush all storm drainage lines and clean out all catch basin/manhole sumps, including any retention/detention systems. 102 D4 Remove sediment build-up from the retention/detention system. 1]10 Provide the building permit number(s) and special inspection reports to verify the storm drainage vault has been constructed per the building permit. 112 Dd Add locking bolts to all catch basins, except on rolled curb grates: t 113 'O{gAdd ladder to the following catch basins (Ladder needs to be within 16" of bottom of CB): CB5 114 Grout/Re-grout the following catch basins: QT; CB30; C% XB52. 115 Add metal support plate on back of grate on the follow catch basins: CB8; CB 18; CB43; 116 CB38 calls for a Type 1 Catch Basin. Curb Inlet installed. Build according to plans or submit for a plan change. 117 CB38 flame and/or lid warped. Replace. 121 Verify the pipe inverts entering and exiting the detention pond are constructed per the approved plan. Page 1 of 7 Print Date: 10/11/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0016 Punch List Date: September 30, 2005 130 Provide verification (per Retention / Detention Facilities "In Operation" Requiremehl`s_� Public Rule) by a licensed surveyor (LS) or professional civil engineer (PE) as follows: a. Dimensions (LS) (� b. Required and actual volumes (live and dead storage) (LS) U c. Elevations (LS) d. Easement/tract corners surveyed and staked (LS) e. If not fenced, the pond and berm slopes are to be 3(H):I (V) orflatter (LS) r f, Infiltration rate (PE) Berm embankments fully completed (PE)� 131 On CB 2, the following items need to be addressed:-' a. Tighten straps on restrictor Ja l -R- ` b. Attach ladder to the catch basin IDs YLI- of Q `^ c. Grout connection between restrictor and outfall C d. Clean out control structure D�, 132 Verify that the spillway elevation is correct. P 133 Onpitake 39B (Control structure for vault) the following items need to be addressed: aDO a. Recess hand hold *40b. Install non-metallic ladder into sump area pig. Gout pick holes and slits in sump area T -pod. Install floor grate with 2'x2' hinged access door. n 134 ��Intake 39C needs to have a shear gate rod/chain installed to operate shear gate. S F. 135 ! Install access gate from vault to CB's 39 and 39A. r 136 Bollards on emergency overflow/access road to control structure of pond within Tract L p` -do not meet standards. A minimum of twelve feet (12') in width is required. Install 2 fixed bollards on each side of the access road and 2 removable bollards equally located between the fixed bollards 137 "+Provide four foot (4') man -gate between vault on Tract N and CB's 39 and 39A. .138 Replace rectangular lids with round lids on CB's 39 and 39A. 139 tprovide all special inspection reports for the constriction of the stormwater vault located on Tract N. j NO— Mo L,-, 6 r 5S t4, 2/v �o�� t�� j /�� -�.�.6 a cc�ss i?j 200 ROADWAYS AND PARKING AREAS: (T, 201 �_,�-Tinal lift of 3" Class B asphalt concrete needs to be installed along S.E. 136th Street, " between 158th Ave SE and 160th Ave SE. The ATB agreement in place for this section of roadway allows final lift of pavement for this section after 11105105. Page 2 of 6 Print Date: 10/11/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0016 Punch List Date: September 30, 2005 �eO2 Extruded curb needs to be installed along 160'h Ave SE as per approved plans. Kill Complete overlay for frontage portion of 160" Ave SE Install fog line along 160th Ave SE as per approved plans Seal all asphalt joints. 206 Seal around all monuments. 07 Install Monuments � �, � U�l: su er Vlja ��Kay 6, is engineer must certify that 390 feet of ESD has been prov de f the 4+00 on SE 136th. gem der ariance 4 00 A46"'StandlMhAveSE. s engineer must certify that 500 feet of ESD (to the north) of the iWecti" X213 Provide approved plans for Luminaires that are installed along SE 136th St and within the plat. 214 PRIVATELY MAINTAINED LUMINAIRES WITHIN RIGHT-OF-WAY require an �ca Extended Right -of -Way Use permit. Contact Mazen Haidar at (206) 296-7133 to apply for an Extended Right -of -Way Use permit. If a permit is not obtained, the luminaires ' must be removed. Coe '01)�5 Luminaries locate at the follow locations DO NOT meet 10 foot setback from travel lane as required within 1993 KCRS : a. SE corner of 158th PI SE and SE 137th St b. NE corner of 158"' P1 SE and SE 138" St c. NW corner of 159th PI SE and SE 138' St. Move Luminaries back to the 10' setback or provide certification that poles are breakaway. Provide Special inspection reports for the construction of the Concrete Retaining Wall along SE 136th St. �17 Channelization of SE 136th Ave SE between 158th Ave SE and 1601h Ave SE needs to be completed after Liberty Grove road improvements are completed on SE 136th Ave SE. 300 SIDEWALK, CURB AND GUTTER: 303 VQ Repair spalled areas of sidewalk and/or curb marked with orange spray paint. 3040 Repair cracked sections of sidewalk and/or curb marked with orange spray paint. Page 3 of 6 Print Date: 10/11/2005 p CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0016 Punch List Date: September 30, 2005 305 ill behind all areas of sidewalk to provide a smooth transition. 306 Area behind sidewalk on Tract H does not meet KCRS standards as shown on DWG 1- 005. Install one foot (1') transition prior to slope, 30� Back of sidewalk behind mail box does not meet KCRS standard as shown on DWG 1- 003. Install one foot (1') transition prior to slope. 400 OTHER COMMENTS: 407 Outstanding Design Plan Changes must be addressed before Final Construction Approval can be issued. Please address the following outstanding design plan changes: L05PC044; L04PCO81 408 Final Corrected Plan Street Names do not match the recorded plat (or proposed final plat). Correct street names on the Final Corrected Plan. 450 Landscaping, recreational equipment and street tree inspections will be handled under a separate punchlist. Please contact the inspector for details. 453 �1lnstall one (1) wetland sign per lot around Tract A ()° 454 Remove all Temporary Erosion/Se ment Control (ESC) BMP's where Permanent ESC BMP's are established .<. tx 14 s . 455DO Install rockery as shown on approved plans on SE 136th St between 158th Ave SE and . 1601h Ave SE (Adjacent to the wetland mitigation area.). If you are maintaining 2:1 slope instead of rockery, provide survey staking that shows that slot is not located within wetland buffer area. Additionally, a plan change will have to be requested. 456 Bollards on Tract H need to be arranged so that they is no access from vehicles along sidewalk area. Bollards are to be place as per KCRS 5.08. Spacing of removable bollards shall be 60 inches on center with fixed bollards on either side of tract. (i.e. next to sidewalk and at north edge of pavement). 457 Install chain link fence within ROW along the top edge of retaining wall along SE136th St. Fencing needs to meet WADOT/APWA standard for No. 4 or No. 6 fencing. Fencing is required where walls/rockeries are three feet (3') high or greater. 458 0 On south side of SE 136'h St approx 125 feet from intersection is a utility at back of sidewalk with a piece of wood for a cover. Provide appropriate cover for utility. 459 P Contact King County Traffic for installation of street signage. 460 Q/ Reimbursable fees are owed to KCDOT for Illumination inspection and signing. These fees shall be paid prior to final acceptance of the plat. Estimated fees are $5,000. Page 4 of 6 Print Date: 10/11/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0016 Punch List Date: September 30, 2005 800 NON CONSTRUCTION RELATED REQUIREMENTS: 801 Flk'lAL CORRECTED TECHNICAL INFORMATION REPORT AND/OR FINAL kRECT PLANS: The Revised Code of Washington 18.43 and the Washington dministrative Code 196 require all plans, specifications, plats and reports (including any K/ changes) be prepared, signed, dated, and stamped by a licensed engineer. 804 A FINAL CORRECTED TECHNICAL INFORMATION REPORT (TIR) REQUIRED: For projects designed under the 1990 or 1998 Surface Water Design Manual, the applicant shall supply two (2) copies of the corrected TIR to this office. The FINAL I CORRECTED TIR will reflect any drainage design plan changes. If no drainage design C1(� plan changes were approved, copies of the original TIR are acceptable. Copies of the TIR �1 shall be marked "FINAL CORRECTED TIR". One copy will be kept by DDES and one will be forwarded to the King County Department of Natural Resources for permanent record keeping. 806, A TWO YEAR MAINTENANCE AND DEFECT financial guarantee warranting the successful operation and maintenance of RIGHT-OF-WAY improvements and/or DRAINAGE FACILITIES, and guaranteeing the workmanship, materials and design used in the construction of the improvements and/or facilities is required. Please contact the Financial Guarantee Management Unit (FGMU), at 296-7009, to obtain the proper forms. DO NOT SUBMIT THIS FINANCIAL GUARANTEE UNTIL ALL OTHER CONSTRUCTION PUNCHLIST ITEMS HAVE BEEN ADDRESSED. THE TWO YEAR MAINTENANCE AND DEFECT PERIOD SHALL NOT BEGIN UNTIL FINAL CONSTRUCTION APPROVAL OR RECORDING, WHICH EVER IS LAST. The amount of this guarantee, (25% of the total costs (including a 30% contingency and mobilization factor) for existing right-of-way and future public road improvements and drainage facilities as shown on the financial guarantee worksheet) is: $ 215,620 812 DRAINAGE FACILITY LIABILITY POLICY (KCC 9.04. 100) Any person required to truct a drainage facility (except downspout roof drain infiltration systems) shall rmaintain a liability policy in the amount of $1,000,000 which shall name King County as �U+ean additional insured. This policy shall remain in effect until construction approval or acceptance for maintenance, whichever is last. THE POLICY FOR THIS PROJECT MUST NOT EXPIRE BEFORE THE FINANCIAL GUARANTEES ARE RELEASED. THE POLICY MUST BE EXTENDED TO CONFORM TO THE KING COUNTY CODE DESCRIBED ABOVE. 814 JNSPECTION FEES: After all other punch list items have been approved by the inspector, a Summary of Charges and Payments will be provided to you. Final Construction Approval can not be granted until the indicated fees are paid. NOTE: The Summary of Charges and Payments is not a final fee determination, additional charges may appear after Final Construction Approval. All outstanding invoices must be paid before any Financial Guarantees can be released. In order to Page 5 of 6 Print Date: 10/11/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0016 Punch List Date: September 30, 2005 avoid delays in processing, please notify the inspector when fee payment has been made. 840 Provide a certification, by a professional land surveyor, that the survey monuments have been set as shown on the final plat documents. This requirement is for PUBLIC roads only. 990 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PUBLIC ROADS Submit a complete set of archival quality mylars. Mylars shall be photo mylar or ink-on- mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. 990.1 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PRIVATE ROADS AND A RETENTION/DETENTION AND/OR WATER QUALITY FACILITY: Submit a complete set of archival quality mylars for the drainage and/or water quality facility. Mylars shall be photo mylar or ink-on-mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. 996 FINAL CORRECTED PLANS, REPLACEMENT MYLARS: When the originally approved mylar is not submitted as the FINAL CORRECTED PLAN, additional review of the replacement mylar will be required. The Plan or "P" number from the original mylar shall be shown on the replacement mylar. 1000 Inspector: Tim C4pturn Phone: (206) 296- 7232 Signa Page 6 of 6 Print Date: 10/11/2005 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 September 30, 2005 SBI DEVELOPING, LLC % Kurt Wilson PO BOX 73790 PUYALLUP, WA 98373 RE: Project Name: Evendell Plat Project No.: LO1P0016 Activity No.: L04SI188 Dear Mr. Wilson An inspection of this development was made by the Land Use Inspection Section. Based on that inspection, the enclosed punch list of construction deficiencies was prepared. Within fifteen (15) working days of the date of this letter, please contact the inspector (name and phone number at the bottom of the page) with the schedule for completing these items and indicating when work will begin. When all iters are completed, please call for a follow- up inspection. If you have any questions or problems that the inspector cannot resolve, please call me at 296-7234 or write to the Land Use Inspection Section at the address above. Sincere Jeff Pray, Engineer Ill/Project Manager Land Use Inspection Section Enclosures: LUIS Performance Punch List cc: Tim Cheatum, Engineer Inspector's Phone No.: 206 296-7232 Financial Guarantees Management Unit CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities Punch List Date; September 30, 2005 Project Name: Evendell Plat Project No.: L01 P0016 Activity No.: L04SI188 Activity Type: INSPCT-P Location: 13606 156`x` Ave SE 1 The Land Use Services Division has a computer tracking system that uses project and activity numbers. Please refer to both the project and the activity numbers when inquiring about this project. 2 This official punch list is valid for 30 days. Changes will not be made within the 30 -day limit without the expressed review and approval of the Senior Engineer, Land Use Inspection Section. Any extensions to the 30 -day limit must be approved by the inspector. Deviations from this policy should be reported to the Senior Engineer at 296- 7236. 3 Computer generated punch lists may appear to be missing punch list items because they are not numbered 1, 2, 3, 4, 5, 6, ...etc. This is not a mistake, but due to the way the computer stores the standard conditions listing. 100 STORM DRAINAGE SYSTEM: 101 Flush all storm drainage lines and clean out all catch basin/manhole sumps, including any retention/detention systems. 102 Remove sediment build-up from the retention/detention system. 110 Provide the building permit number(s) and special inspection reports to verify the storm drainage vault has been constructed per the building permit. 112 Add locking bolts to all catch basins, except on rolled curb grates: 113 Add ladder to the following catch basins (Ladder needs to be within 16" of bottom of CB): CB5 114 Grout/Re-grout the following catch basins: CB 11; CB30; CB37; CB52. 115 Add metal support plate on back of grate on the follow catch basins: CB8; CB 18; CB43; 116 CB38 calls for a Type 1 Catch Basin. Curb Inlet installed. Build according to plans or submit for a plan change. 117 CB38 frame and/or lid warped. Replace. 121 Verify the pipe inverts entering and exiting the detention pond are constructed per the approved plan. Page 1 of 7 Print Date: 09/30/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0016 Punch List Date: September 30, 2005 130 Provide verification (per Retention / Detention Facilities "In Operation" Requirements by Public Rule) by a licensed surveyor (LS) or professional civil engineer (PE) as follows: a. Dimensions (LS) b. Required and actual volumes (live and dead storage) (LS) c. Elevations (LS) d. Easement/tract corners surveyed and staked (LS) e. If not fenced, the pond and berm slopes are to be 3(H):I(V) or flatter (LS) f Infiltration rate (PE) g. Berm embankments fully completed (PE) 131 On CB 2, the following items need to be addressed: a. Tighten straps on restrictor b. Attach ladder to the catch basin c. Grout connection between restrictor and outfall d. Clean out control structure 132 Verify that the spillway elevation is correct. 133 On Intake 39B (Control structure for vault) the following items need to be addressed: a. Recess hand hold b. Install non-metallic ladder into sump area c. Gout pick holes and slits in sump area d. Install floor grate with 2'x2' hinged access door. 134 Intake 39C needs to have a shear gate rod/chain installed to operate shear gate. 135 Install access gate from vault to CB's 39 and 39A. 136 Bollards on emergency overflow/access road to control structure of pond within Tract L do not meet standards. A minimum of twelve feet (12') in width is required. Install 2 fixed bollards on each side of the access road and 2 removable bollards equally located between the fixed bollards 137 Provide four foot (4') man -gate between vault on Tract N and CB's 39 and 39A. 138 Replace rectangular lids with round lids on CB's 39 and 39A. 139 Provide all special inspection reports for the construction of the stormwater vault located on Tract N. 200 ROADWAYS AND PARKING AREAS: 201 Final lift of 3" Class B asphalt concrete needs to be installed along S.E. 136th Street, between 158th Ave SE and 1601h Ave SE. The ATB agreement in place for this section of roadway allows final lift of pavement for this section after 11/05105. Page 2 of 6 Print Date: 09/30/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01P0416 Punch List Date: September 30, 2005 202 Extruded curb needs to be installed along 160"' Ave SE as per approved plans. 203 Complete overlay for frontage portion of 160"' Ave SE 204 - Install fog line along 1601h Ave SE as per approved plans 205 Seal all asphalt joints. 206 Seal around all monuments. 207 Install Monuments 208 Per Variance L04V0056, applicant's engineer must certify that 390 feet of ESD has been provided for the driveway at STA 4+00 on SE 136'" 209 Per Variance L04V0056, applicant's engineer must certify that 500 feet of ESD (to the north) of the intersection of SE 136t3' St and 156"' Ave SE. 213 Provide approved plans for Luminaires that are installed along SE 136th St and within the plat. 214 PRIVATELY MAINTAINED LUMINAIRES WITHIN RIGHT-OF-WAY require an Extended Right -of -Way Use permit. Contact Mazen Haidar at (206) 296-7133 to apply for an Extended Right -of -Way Use permit. If a permit is not obtained, the luminaires must be removed. 215 Luminaries locate at the follow locations DO NOT meet 10 foot setback from travel lane as required within 1993 KCRS : a. SE corner of 158`' PI SE and SE 137`h St b. NE corner of 158th P1 SE and SE 138t" St c. NW corner of 159th P1 SE and SE 138th St. Move Luminaries back to the 10' setback or provide certification that poles are breakaway. 216 Provide Special inspection reports for the construction of the Concrete Retaining Wall along SE 136th St. 217 Channelization of SE 136"h Ave SE between 158`h Ave SE and 160", Ave SE needs to be completed after Liberty Grove road improvements are completed on SE 136"h Ave SE. 300 SIDEWALK, CURB AND GUTTER: 303 Repair spalled areas of sidewalk and/or curb marked with orange spray paint. 304 Repair cracked sections of sidewalk and/or curb marked with orange spray paint. Page 3 of 6 Print Date: 09/30/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01 P0016 Punch List Date: September 30, 2005 305 Fill behind all areas of sidewalk to provide a smooth transition. 306 Area behind sidewalk on Tract H does not meet KCRS standards as shown on DWG 1- 005. Install one foot (1') transition prior to slope. 307 Back of sidewalk behind mail box does not meet KCRS standard as shown on DWG 1- 003. Install one foot (1') transition prior to slope. 400 OTHER COMMENTS: 407 Outstanding Design Plan Changes must be addressed before Final Construction Approval can be issued. Please address the following outstanding design pian changes: L05PC044; L04PCO81 408 Final Corrected Plan Street Names do not match the recorded plat (or proposed final plat). Correct street names on the Final Corrected Plan. 450 Landscaping, recreational equipment and street tree inspections will be handled under a separate punchlist. Please contact the inspector for details. 453 Install one (1) wetland sign per lot around Tract A 454 Remove all Temporary Erosion/Sediment Control (ESC) BMP's where Permanent ESC BMP's are established 455 Install rockery as shown on approved plans on SE 136'4 St between 158th Ave SE and 160th Ave SE (Adjacent to the wetland mitigation area.). If you are maintaining 2:1 slope instead of rockery, provide survey staking that shows that slow is not located within wetland buffer area. Additionally, a plan change will have to be requested. 456 Bollards on Tract H need to be arranged so that they is no access from vehicles along sidewalk area. Bollards are to be place as per KCRS 5.08. Spacing of removable bollards shall be 60 inches on center with fixed bollards on either side of tract. (i.e. next to sidewalk and at north edge of pavement). 457 Install chain link fence within ROW along the top edge of retaining wall along SE136th St. Fencing needs to meet WADOT/APWA standard for No. 4 or No. 6 fencing. Fencing is required where walls/rockeries are three feet (3') high or greater. 458 On south side of SE 136th St approx 125 feet from intersection is a utility at back of sidewalk with a piece of wood for a cover. Provide appropriate cover for utility. 459 Contact King County Traffic for installation of street signage. 460 Reimbursable fees are owed to KCDOT for Illumination inspection and signing. These fees shall be paid prior to final acceptance of the plat. Estimated fees are $5,000. Page 4 of 6 Print Date: 09/30/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: LOIPOO 16 Punch List Date: September 30, 2005 800 NON CONSTRUCTION RELATED REQUIREMENTS: 801 FINAL CORRECTED TECHNICAL INFORMATION REPORT AND/OR FINAL CORRECT PLANS: The Revised Code of Washington 18.43 and the Washington Administrative Code 196 require all plans, specifications, plats and reports (including any changes) be prepared, signed, dated, and stamped by a licensed engineer. 804 A FINAL CORRECTED TECHNICAL INFORMATION REPORT (TIR) REQUIRED: For projects designed under the 1990 or 1998 Surface Water Design Manual, the applicant shall supply two (2) copies of the corrected TIR to this office. The FINAL CORRECTED TIR will reflect any drainage design plan changes. If no drainage design plan changes were approved, copies of the original TIR are acceptable. Copies of the TIR shall be marked "FINAL CORRECTED TIR". One copy will be kept by DDES and one will be forwarded to the King County Department of Natural Resources for permanent record keeping. 806 A TWO YEAR MAINTENANCE AND DEFECT financial guarantee warranting the successful operation and maintenance of RIGHT-OF-WAY improvements and/or DRAINAGE FACILITIES, and guaranteeing the workmanship, materials and design used in the construction of the improvements and/or facilities is required. Please contact the Financial Guarantee Management Unit (FGMU), at 296-7009, to obtain the proper forms. DO NOT SUBMIT THIS FINANCIAL GUARANTEE UNTIL ALL OTHER CONSTRUCTION PUNCHLIST ITEMS HAVE BEEN ADDRESSED. THE TWO YEAR MAINTENANCE AND DEFECT PERIOD SHALL NOT BEGIN UNTIL FINAL CONSTRUCTION APPROVAL OR RECORDING, WHICH EVER IS LAST. The amount of this guarantee, (25% of the total costs (including a 30% contingency and mobilization factor) for existing right-of-way and future public road improvements and drainage facilities as shown on the financial guarantee worksheet) is: $ 808 A PUBLIC AGENCY MAINTENANCE AND DEFECT AGREEMENT warranting the successful operation and maintenance of RIGHT OF WAY improvements and/or DRAINAGE FACILITIES, and guaranteeing the workmanship, materials and design used in the construction of the improvements and/or facilities is required. THE TWO YEAR MAINTENANCE AND DEFECT PERIOD SHALL NOT BEGIN UNTIL FINAL CONSTRUCTION APPROVAL OR RECORDING, WHICH EVER IS LAST. Please contact the Financial Guarantee Management Unit, at 296-7009, to obtain the proper forms. 812 DRAINAGE FACILITY LIABILITY POLICY (KCC 9.04. 100) Any person required to construct a drainage facility (except downspout roof drain infiltration systems) shall maintain a liability policy in the amount of $1,000,000 which shall name King County as an additional insured. This policy shall remain in effect until construction approval or acceptance for maintenance, whichever is last. THE POLICY FOR THIS PROJECT MUST NOT EXPIRE BEFORE THE FINANCIAL GUARANTEES ARE RELEASED. Page 5 of 6 Print Date: 09/30/2005 CONSTRUCTION INSPECTION PUNCH LIST for Roads, Drainage, and Erosion Control Facilities for Project Number: L01 POO16 Punch List Date: September 30, ZOOS THE POLICY MUST BE EXTENDED TO CONFORM TO THE KING COUNTY CODE DESCRIBED ABOVE. 814 INSPECTION FEES: After all other punch list items have been approved by the inspector, a Summary of Charges and Payments will be provided to you. Final Construction Approval can not be granted until the indicated fees are paid. NOTE: The Summary of Charges and Payments is not a final fee determination, additional charges may appear after Final Construction Approval. All outstanding invoices must be paid before any Financial Guarantees can be released. In order to avoid delays in processing, please notify the inspector when fee payment has been made. 840 Provide a certification, by a professional land surveyor, that the survey monuments have been set as shown on the final plat documents. This requirement is for PUBLIC roads only. 990 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PUBLIC ROADS Submit a complete set of archival quality mylars. Mylars shall be photo mylar or ink-on- mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. 990.1 FINAL CORRECTED PLANS: PLATS & SHORT PLATS WITH PRIVATE ROADS AND A RETENTION/DETENTION AND/OR WATER QUALITY FACILITY: Submit a complete set of archival quality mylars for the drainage and/or water quality facility. Mylars shall be photo mylar or ink-on-mylar, minimum 4 mil thickness. In addition, one (1) blue -line copy of the complete construction plan set is required. All plans must reflect all Minor and Design Plan Changes. The blue -lines must have all Minor and Design Plan Changes highlighted in green. The mylars will not be returned. If the consultant engineer desires copies for his/her records, copies must be made before submittal. Mylars and blue -line drawings shall not have shading or adhesive additions in any areas. 996 FINAL CORRECTED PLANS, REPLACEMENT MYLARS: When the originally approved mylar is not submitted as the FINAL CORRECTED PLAN, additional review of the replacement mylar will be required. The Plan or "P" number from the original mylar shall be shown on the replacement mylar. 1000 Inspector: Tim Che um Phone: (206) 296- 7232 Sign Page 6 of 6 Print Date: 09/30/2005 King Country Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 (206) 296-6600 TTY (206) 296-7217 Alternative formats available upon request Drop -Off Cover Sheet for Land Use Services Division kir!#*******k*kkkkkk*kwkk*kkk IMPORTANT ******kkkkkkkk*kkkkk*kkk*kkkk PROJECT NUMBER AND NAME IS NECESSARY Date Received bm T D FOR ALL DROP-OFFS Project No.: Project Name: Lv FROM: 1r-'1ervAe_ ,�L3L Company Name / Contact Person Telephone No.: _ X53. 4 OS- 6(,,„v_ 1 TO: 1 =n.0'�-� t �1T1 to 1 Dcz:v-, La ff'[EF NOV 2 4 ZCia4 +� w� K. C. D.1),E.5. ADDITIONAL INFORMATION REQUESTED BY KING COUNTY STAFF (please print) Short Plat I Plats Please specify item(s) dropped -off: --�U��L i�i�.�� - �; cr�n.� \ ff��;•LT"_, �J +�'li��zrt��-� �,�.� C i L �1��`r Lot Line Adjustment Permit' Please specify item(s) dropped-off.- Right ropped-off: Ri ht of Way Permit 4` Q �., Please specify item(s) dropped -off: t Clearing I Grading Permit Additional information requested; please specify item(s) dropped -off: Other: PLEASE NOTE: All drop-off items) will be logged into the computer under the project number, therefore, it is important that the top.portion of this form is completed properly before you drop-off anything. Assistance in finding a project number can be provided by speaking to a Land Use Services Division Person of the Day (POD) or the Zoning/Land Use Technician. Your cooperation is important. Thank you. LUSD Drop -Off Cover Sheet Ig-cvs-dropoff.pdf 05-30-2002 Page 1 of 1 i C' MILES CONSULTING A4 � ({25)582-2446 P 0 ®ox 40143 Y BELLEVLF- WA 9aoi5 lv� U MEMORANDUM To: Brad pJLi� CC Edwards From; Aon Miles Consulting Ref: Evendel.l Plat Storm Water Vault 17 Nov 2004 Because of site configuration, we are advised that the construction of the vault may be such that the south wall is partially exposed. The V vault wall may be constructed as design in this manner. only minimum reinforcing will be needed in the exposed wall. usually we would place #4 bars vertical at 12" centers and #5 bars horizontally at 12" centers. In this case we will switch the bars in the exposed face to 05 bars vertically at 12" and #4 bars horizontally at 12'(Presently there are #4 bare in the top outside face of the wall. with this reinforcing configuration the concrete wall will handle temperature changes exposed to the weather and the vault wall will resist the cell being filled with water. If there is need For further discussion on the revision at the time of filed work, I may be contacted at (425)562-2446. The revision may be made in the field at the time of construction if the matter is still an issue. Donald L Miles pE I stn" 22M U -->w W M-L- 5t� vnno cv-�'c'C'o M) -,1,41 rrt y +7�� k,a % to cic � (ry IL L 4 4 4 (S' 1{I �OTT AL t Ali MOVK 0o1 �i t 14 3� a pt] ��[`�- ILA', fA ti, o �, to. (- --w 0 4719 -Z r ti diz �.T &,-2- fid? ate` 1 ,ecu 1.,AL..�. J nnt King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 fax (206) 296-6729 ** CONDITIONS OF PERMIT/ APPROVAL ** DATE: 10/25/2004 Project No: L04SR024 Location : Evendell Subdivision SE. Renton -Issaquah Rd. (SR900) and 148th Ave. SE. Concrete Storm Vault (revised) COMMERCIAL COR. / ORDINANCE 0001 - GENERAL: This correction sheet is an abridged version of code requirements and is a review aid only. It shall not be used in lieu of the Uniform Building Code, Uniform Mechanical Code, Uniform Fire Code, or any King County regulation or state law. Corrections noted below are part of the approved plans and shall remain attached to thein at all times. The approval plans and specifications does not permit the violation of any section of the Uniform Building Code, Uniform Mechanical Code, UniformFire Code, or any King County regulation or state law. Corrections as indicated below, along with the unchanged information shown on the drawings, must be complied with. In addition, since this correction sheet is a review aid, it shall not be used in lieu of the above mentioned codes, regulations, and laws. Therefore, code compliance with all noted applicable code sections on this correction sheet, as well as other applicable code sections not specifically noted, shall be required. The approved plans shall not be changed, modified, or altered without authorization from the building official. The approved plans are required to be on the job site. Section 106.4, U.B.C. 0348 - SPECIAL INSPECTION: a) Approval of Special Inspection Service shall be obtained from the Land UseServices Division, Development Inspection Unit, prior to construction. Section 1701, U.B.C. b) Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit in compliance with Section 1701, U.B.C. c) Provide the following special inspections (to comply with Section 1701, U.B.C. ): 1) Concrete work. 2) Concrete reinforcing steel placing. 0350 - SPECIAL INSPECTION: Provide special inspection by Geotechnical Engineer of Record for compliance withsoil report recommendations. Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit, in compliance with Section 1701, U.B.C. The following items shall have special inspection: 1) Excavation and foundation subgrade preparation; and soil bearing load capacity confirmation (3000 PSF.). 2) Wall lateral load design soil parameters confirmation. 3) Backfill soil materials selection and compaction. 4) Installation of drainage system behind walls. 0357 - SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation systems must be certified by a special inspection as having been compacted to at least 95% of ASTM D-1557. 0366 - SHOP DRAWING: Engineer of record shall review and approved all shop drawings. An approved copy shall be submitted to the Land Use Services Division, Development Inspection Unit. Section 106.3.4.2, U.B.C. 1) Concrete mix designs. 2) Reinforcing steel. 3) Precast Prestressed concrete planks of the detention tank roof, design and reinforcing details. 4) Structural steel and grating. J F VOW nn* King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 fax (206) 296-6729 ** CONDITIONS OF PERMIT/ APPROVAL ** DATE: 8/13/2004 Project No: L04SR024 Location : Evendell Subdivision SE. Renton -Issaquah Rd. (SR900) and 1481h Ave. SE. Concrete Storm Vault COMMERCIAL COR. / ORDINANCE 0001 - GENERAL: This correction sheet is an abridged version of code requirements and is a review aid only. It shall not be used in lieu of the Uniform Building Code, Uniform Mechanical Code, Uniform Fire Code, or any King County regulation or state law. Corrections noted below are part of the approved plans and shall remain attached to them at all times. The approval plans and specifications does not permit the violation of any section of the Uniform Building Code, Uniform Mechanical Code, UniformFire Code, or any King County regulation or state law. Corrections as indicated below, along with the unchanged information shown on the drawings, must be complied with. In addition, since this correction sheet is a review aid, it shall not be used in lieu of the above mentioned codes, regulations, and laws. Therefore, code compliance with all noted applicable code sections on this correction sheet, as well as other applicable code sections not specifically noted, shall be required. The approved plans shall not be changed, modified, or altered without authorization from the building official. The approved plans are required to be on the job site. Section 106.4, U.B.C. 0348 - SPECIAL INSPECTION: a) Approval of Special Inspection Service shall be obtained from the Land UseServices Division Development Inspection Unit p p ,prior to construction. Section 1701, U.B.C, b) Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit in compliance with Section 1701, U.B.C. c) Provide the following special inspections ( to comply with Section 1701, U.B.C. ): 1) Concrete work. 2) Concrete reinforcing swecl placing. 0350 - SPECIAL INSPECTION: Provide special inspection by Geotechnical Engineer of Record for compliance withsoil report recommendations. Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit, in compliance with Section 1701, U.B.C. The following items shall have special inspection: 1) Excavation and foundation subgrade preparation; and soil bearing load capacity confrmation (3000 PSF.). 2) Wall lateral load design soil parameters confirmation. 3) Backfill soil materials selection and compaction. 4) Installation of drainage system behind walls. 0357 - SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation systems must be certified by a special inspection as having been compacted to at least 95% of ASTM D-1557. 0366 - SHOP DRAWING: Engineer of record shall review and approved all shop drawings. An approved copy shall be submitted to the Land Use Services Division, Development Inspection Unit. Section 106.3.4.2, U.B.C. 1) Concrete mix designs. 2) Reinforcing steel. 3) Precast Prestressed concrete planks of the detention tank roof, design and reinforcing details. 4) Structural steel and grating. A i a r, wAvilm RE'VosION vlevo0o 11\1 a At) %ILL. RE' nn* King County Department of Development and Environmental Services 900 Qakesdale Avenue Southwest Renton, Washington 98055-1219 fax (206) 296-6729 ** CONDITIONS OF PERMIT / APPROVAL ** DATE: 8/13/2004 Project No: L04SR024 Location : Evendell Subdivision SE. Renton -Issaquah Rd. (SR900) and 148th Ave. SE. Concrete Storm Vault COMMERCIAL COR. / ORDINANCE 0001 - GENERAL: This correction sheet is an abridged version of code requirements and is a review aid only. It shall not be used in lieu of the Uniform Building Code, Uniform Mechanical Code, Uniform Fire Code, or any King County regulation or state law. Corrections noted below are part of the approved plans and shall remain attached to them at all times. The approval plans and specifications does not permit the violation of any section of the Uniform Building Code, Uniform Mechanical Code, UniformFire Code, or any King County regulation or state law. Corrections as indicated below, along with the unchanged information shown on the drawings, must be complied with. In addition, since this correction sheet is a review aid, it shall not be used in lieu of the above mentioned codes, regulations, and laws. Therefore, code compliance with all noted applicable code sections on this correction sheet, as well as other applicable code sections not specifically noted, shall be required. The approved plans shall not be changed, modified, or altered without authorization from the building official. The approved plans are required to be on the job site. Section 106.4, U.B.C. 0348 - SPECIAL INSPECTION: a) Approval of Special Inspection Service shall be obtained from the Land UseServices Division, Development Inspection Unit, prior to construction. Section 1701, U.B.C. b) Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit in compliance with Section 1701, U.B.C. c) Provide the following special inspections ( to comply with Section 1701, U.B.C. ): 1) Concrete work. 2) Concrete reinforcing steel placing. 0350 - SPECIAL INSPECTION: Provide special inspection by Geotechnical Engineer of Record for compliance withsoil report recommendations. Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit, in compliance with Section 1701, U.B.C. The following items shall have special inspection: 1) Excavation and foundation subgrade preparation; and soil bearing load capacity confirmation (3000 PSF.). 2) Wall lateral load design soil parameters confirmation. 3) Backfill soil materials selection and compaction. 4) Installation of drainage system behind walls. 0357 - SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation systems must be certified by a special inspection as having been compacted to at least 95% of ASTM D-1557. 0366 - SHOP DRAWING: Engineer of record shall review and approved all shop drawings. An approved copy shall be submitted to the Land Use Services Division, Development Inspection Unit. Section 106.3.4.2, U.B.C. 1) Concrete mix designs. 2) Reinforcing steel. 3) Precast Prestressed concrete planks of the detention tank roof, design and reinforcing details. 4) Structural steel and grating. to% VJ90 Vim+ r wm- lr7e=. qA q*Nf, I CEWILAD%tt. toLAi. (i) King County Department of Development and Environmental Services 900 Qakesdale Avenue Southwest Renton, Washington 98055-1219 Project No.: ZOAP001, Activity No.: �� ` � r /gam Date: 1;21. Project Name:rJrd ir NAME ADDRESS HONE TELNPO. [ ] Developer: f-1iA 1L -- (or designated representative) * 24 -hr. Emergency Contact & Tel No: Contractor: License #: gl- D • 3 c� -1 7 f �� ,�� ,ul .i�:ti� 1 S 1 Zl�- 40.5 , [ ] Subcontractor: LQ _�13 i3c k 0aW Q9;=A b, tn01AV [ ] License #: [ ] Engineer: [ ] Inspector: M [ ] TESL Supervisor:"'0tA5�txw j)apSi f_ [ ] Other: 3 W -tn5-X57 710 b - -730 .15(.'s AGENDA FOR MEETING - Check as items are discussed or marked NIA 1. Iterns Re uired at the Preconstruction Conference [ AppIicant transfer form designating contractor to act as the applicant (or owner present) [ Issued permit and approved construction plans (including IIPA). [ HPA or Fisheries contact; HPA required —Yes _No _Developer Representative Initials. [ Forest Practice Permit required for > 5,000 board feet of marketable timber, provide copy to inspector. [ A pproved sanitary and water utility plans copy to inspector received? _____Yes _No 14 opy of Certificate of Liability Insurance naming King County as additional insured, required for any drainage facility work. [ Easement(s) for off-site work; provide copy to inspector. [ Contractor's Material Safety Data Sheets (MSDS) location on-site or provided to King County (WAC 296-62-05409). pV4, Pre -Issuance Construction Authorization (PICA) letter, signed by King County and Developer 2. Items Recluired at the .Fob Site While Under Construction [Approved plans [ sued permit (commercials) [ Right -of -Way Use permit [ Notice of Construction Activity sign (KCC 20.20.060) must be posted prior to any construction. (Required for all formal subdivisions; and any grading and/or building permit subject to SEPA.) See Notice of Construction Activity flyer. S:Currentform\PreconsE.wd.04-22-03 Page 1 of 7 3. Other Requirements AlVeonstruction details/procedures are not shown on the approved plans, but can be found in the following standards. [ Application Date 0 7 —pG — 0I [ King County Road Standards (KCRS) _1993; _1987; _1979; ____1969; (check applicable standard) [ WSDOT/APWA standard specifications and plans; manual on Uniform Traffic Control Devices (MUTCD), Construction 'Traffic Control. [Surface Water Design Manual 1998; _1990; 1979; (check applicable standard) [ One working day prior to site work start-up_ [ One working day prior to starting any underground utility work. (see Item 8). [ One working day prior to placing curbs, gutters, and sidewalks; density tests and "proof rolling" are required. Density tests must be approved prior to proof rolling. (see Item 8). One working day prior to placing crushed rock. The developer/contractor shall first provide "proof rolling" test of the native subgrade to verify the subgrade is visibly firm, compact, and suitable for surfacing. [ 'native working days prior to paving roadway. [ lY Three working days prior to start of work on cast -in-place concrete structures. 5. Erosion/Sedimentation Controls (ESC) Clearing limits shall be accurately flagged in the field as shown on the plan, prior to clearing. Native Growth Protection Easements shall be flagged or fenced as shown on plan. Erosion and sediment controls shall be installed as the first step of construction. Field conditions may require that erosion and sedimentation measures indicated on the plans be modified or supplemented. The developer is responsible for the adequacy of all erosion and sediment controls throughout the life of the project. Control mud onto existing streets. 1) install rock pad or truck wash at construction entrances; 2) Wash truck tires if necessary; 3) Keep adjoining roads clean. Don't wash mud and silt into drainage systems. All denuded areas must be mulched and seeded or otherwise stabilized to prevent sediment -laden water from leaving the site or entering the storm drainage systems. Provide an area on-site for cleaning concrete trucks. Effluent from concrete operations shall not be allowed to enter the storm drainage systems. Projects that fall under the 1990 or 1998 drainage manual require covering within 12 hours from October 1 through March 31. TESC Supervisor required per SWM Manual D.5.4 on all sites. Highly Sensitive Site (SWM Manual D.5.4.) TESC Supervisor (several years of constrtretion supervision or inspection and background in geology, soil science, or agronomy). Required for this site? Yes ✓ No If yes, Name & Phone No.ctia� K, TESC Supervisor Sign, (name and phone number) required at all primary site entrances. (Can be included on Construction Notice sign.) Recommend obtaining approval for non-standard water quality proposals well in advance of the need. Utilities and Storm Drainaize [ All utility construction on KC Right -of -Way requires a construction permit issued by Property Services (KCC 14.44). [ Copies of approved plans and utility certificate must be provided before utility construction begins. [ Are there any underground crossings on existing County road? (See open cut policy and KC Road Standards Section X8.03). Open cuts are not generally authorized. Parallel cuts in roadway require full width overlay. [ Location conflicts. Notify inspector prior to any relocation. [ 'pe specifications, bands, gaskets, bedding (WSDOT/APWA) Standard Specifications). [ PEP (N-12, Hi -Q) pipe requires extra care; store on flat surface to avoid deformation. [ Recommend locating CBs with at least two survey points to avoid misalignment with curb and gutter. S:Currentform\Preconst.wd.44-22-03 Page 2 of 7 Compaction Method • Mechanical • Water settling •egardless of method used, density standards must be met and documented (see Item 8). {„Finish work on drainage structures • Adjustment sections minimum of one, maximum 16 inches. • Grout • Ladders - extend to within 16 inches from bottom of each catch basin and securely fastened to CB. • Frames, covers, and grates - OUTFALL TO STREAM - DUMP NO POLLUTANTS, PROPERTY OF KING COUNTY, STORM OR DRAIN ("Property of King County" not required for private systems). • Locking covers and grates required outside of traveled roadway. 1993 KCRS projects: all storm drain covers and grates shall be locking (except rolled grates in rolled curb). [ Lot stubouts installed and staked prior to signoff, 2 x 4 painted white and marked "Storm" or "Drain." [ All utilities including vaults, distribution lines, and poles located within road section must be installed prior to final -`construction approval. [,f Utility poles and other obstacles must be located per King County standards, generally no closer than 10 feet from edge of traveled way. [ ,.Call ONE -CALL (1-800-424-5555) and locate all existing utilities prior to starting any work. [ vi All road closures must be approved by the King County Department of Transportation, Traffic, in advance. Re ntion/Detention Facilities r Property corners on casements and tracts must be permanently staked, and facilitics must be built within the easement/tract as shown on the plans. [ /pm ond and berslopes shall be 3:1 or flatter, unless otherwise approved. [ RID facilities shall be constructed and operational prior to any building construction; curbing, paving, or recording of subdivision/PUDs (KCC 9.04.090). Documentation required per Public Rule. Discuss Public Rule requirements. Co trol Structures: [ Access road to control structure, pond bottom, vaults, or tanks • Width and surfacing, 12 -foot -wide crushed surfacing (15 feet on curves) • Bollards or fence gates [ Restrictor "T" section riser and gate control assembly • Recommend inspection of "T" section prior to installation • Gate and outlet pipe must be watertight • Materials must be similar • Min. 2 -foot clearance from ladder and any obstruction •' Riser straps and gate chain/rod required • Must be able to open gate from the riser [ �] Ladders must extend to within 16 inches of bottom of each basin and be securely fastened to the CB wall. PCovers on restrictor and access manholes must be solid, round, locking lids marked STORM or DRAIN. Locking covers sball be required on all facilities located outside the curb, ditch line, or normal driving surface. 1993 KCRS projects: all storm drain covers and grates shall be locking. 8. Roadway Certification Requirements: The following guidelines will be used by the Department of Development and Environmental Services for minimum test and sample frequency. Additional tests may be required as the inspector deems necessary. Density Tests:5 DOT Sec. 2-03.3(14)D, KCRS 9.04, 3.03 • 90% o 9, moisture content C 3% above optimum S:Currentform\Preconst_wd.04-22-03 Page 3 of 7 [ Compaction control tests WSDOT method No. 609 (AASHTO T-99/Standard Proctor). For t25% retained on the #4 sieve, use Standard Proctor with Rock Correction Factor. • PE review and approval Trenches: See Utility Trench Compaction Rule, November 1983, and KC Road Standards Section 8.03. Sanitary, storm, water, gas, and power, etc., in the roadway prism: • Minimum one test every trench, and one test every 500 feet of trench length • Test up to 50% trench depth (top 4 feet -95%; below 4 feet -90%) • In-place densities and moisture content shall be determined by the nuclear gauge or Washington densometer method • Test as trench is backfilled ' • Controlled density fill may be used above bedding [ ] Cut section: WSDOT Sec. 2-06 Minimum one test every 500 feet ((00 �feet1993KCRS) n roadway subgrade, under curb, gutter, and sidewalk. Top 6 inches minimum density 95%. Curb, gutter, an sidewalk 90% • (pre 1993 KCRS projects only): Firm and compacted under sidewalks (WSDOT Sec. 8-14) [ Embankment and fill sections: WSDOT Sec. 2-03.3(14)C • Minimum one test every 500 lineal feet on each foot of fill (1,000 cyds., 1993 KCRS) • A minimum of one test per lift • Compaction method B shall be used unless otherwise specified • 95% top 2 feet 90% below 2 feet • Curbs, gutters, and sidewalks minimum density 90% (1993 KCRS) Poor Subgrade: KCRS 4.02 [ ,]Standard material thickness are not acceptable if native subgrade is unstable as shown during the proof roll test. Remedial measures will be subject to review and approval by King County prior to installation [,f Asphalt Treated Base (ATB) KCRS 4.04 may be used over isolated areas of unstable subgrade. Six month delay with traffic loading required prior to final left. Soil Amendments, Cement Treated Base (CTB) , , etc. require King County review and approval prior to use. C crete Tests: WSDOT Sec. 6-02 [ Developer/contractor must notify inspector for conference prior to beginning work [ Mix to conform to standards and must be verified on delivery tickets. State mix design (6-02.3(2)C) must be used unless approved by King County. Standard mix does not include fly ash [] Curbs must conform to Drawing No. 9. Back must be 12" high and 6" in front. Sidewalks are 4" behind vertical curb, j except at driveways where the thickness shall be 5". Sidewalks shall be 5" behind rolled curb Joints in curb and gutter shall conform to Drawing No. 8 [ Wheelchair ramps shall conform to Drawing Nos. 17 and 18 Slump tests: Max. 3" vibrated concrete, 7" nonvibrated concrete [J Cylinder tests, 7 days, 28 -day strength, normally 3,000 psi C ncrete structures certification: [ Bridges, retaining walls, and retention vaults must be designed by a professional structural engineer and may require specJ& inspections per the Uniform Building Code (see 1701, 1994 UBC). Special inspections required on this job Yes No [ Asphalt paving -- laydown methods/equipment: WSDOT Sec. 5-04, pavers self-contained, power -propelled units. Truck -mounted pavers shall only be used for paving of irregularly-shaped or minor areas, or (KCRS 4.04): 1. Pavement widths t 8 feet 1 2. Pavement lengths 4 150 feet [Mailbox locations, conflicts with pedestrian/handicapped access [ Mailbox stands, NDCBUs installed before Final Construction Approval (KCRS 5.04) [ Finish work on cut -and -fill slopes: See. 8.05 S:Currentform\Preconst.wd.44-22-03 Page 4 of 7 [v]/ Safety and Traffic hazards (KCRS 9.05) • Traffic control: required for all work in the right-of-way of the traveling public, must comply with the MUTCD • Utility poles or other natural or manmade obstacles higher than 6" • Walls require end design protection r Flaggers must have state flagging cards [ Roadside culverts, beveled ends [ Quarry Spalls: 8 inches minus WSDOT Sec. 9-13.6 [ Barricades --construction: orange and white, stripes sloped downward 45 degree in the direction traffic is to pass • Temporary closures: Type III • Street termination permanent: red and white stripes and end -of -road marker Plan Chanize Procedur [, Any changes to the originally approved plan will require a Plan Change and must be reviewed by the inspector prior to construction and approval. Design Plan Changes also require submittal and approval by the King County Department of Development and Environmental Services, Land Use Services and/or Building Services Divisions. 2001 Fee ordinance fees are: (Pleas ote, fees are subject to change yearly) p • Land Use Services review fees: $B each submittal and $ 13Tper hour (deposit required/yy / • Building Services review fees: $170 each submittal and $-M per hour (deposit required) Inspection Fees/Additional Financial Guarantees 1 v Inspection fee DEPOSITS paid at the time of plan approval or permit issuance ensure monthly billings (currently ',,%-1 H/hour) will be collected. Failure to submit payment will result in enforcement actions including STOP WORK orders. The average cost for this permit type has been: Plats: $20,550 Short Plats: $6,030 Commercials: $4,600 Grading: $5,080 R/W: $1,680 The actual cost may vaEy [ .Projects (submitted prior to 314199) not receiving Final Construction Approval within the first 12 months will be subject �to additional hourly inspection fees, which may change yearly. [ re -Issuance Construction Authorizations (PICAS) will be charged hourly for all inspections before permit issuance. [ Additional fees apply to plan change review and to maintenance and defect financial guarantee release inspection. [ JX'urrent hourly fee is [ All inspection charges for this permit will be hourly. [ Each reinspection (performing the same inspection again on a different day) will be charged a $440 reinspection fee `($203.50 residential single family). [ Supplemental Inspections (inspections after punch list indicates all fieldwork is complete; required if Final Construction Approval is not granted within 30 days of punch list) will be charged a minimum of 1.5 hours (at the current rate). Financ'al Guarantees r [] Public improvements may require a maintenance and/or defect financial guarantee that will guarantee improvements and maintenance for two years. If applicable, these financial guarantees will be required before Final Construction Approval. Pre 2000 subdivision/short subdivisions ] Plats/short plats without drainage facilities may be recorded before Final Construction Approval after posting a performance financial guarantee and approval by the inspector. Drainage facilities on plats/short plats must be constructed and in operation prior to recording. (See R/D public rule and KCC 9.04.090) Year 2000 and later subdivisions and short subdivision require minimum improvements be constructed prior to recording (KCC9A.130) Commercial permits require a performance Financial Guarantee for site work if temporary occupancy is requested before Final Construction Approval. >_ 1990 projects require a 2 -year maintenance and defect financial guarantee for drainage facilities. 14.CodA----Unnce (KCC Title 2 [ - Construction Deficiency Forms S:Currentform\Preconst.wd.04-22-03 Page 5 of 7 [[Notice of Violation: hourly fee ($440 reinspection fee may apply} rivilpenalties: top Work: $500 initial penalty, hourly fee otice and Order: hourly fee [ Additional $100 to $500 for each: public health risk, environmental damage, history, economic benefit [ v Citations: $100 penalty 11. Bon Financial Guarantee Forfeiture 64 Restoration financial guarantee Can be used at any time after notice by King County [ v(* Performance financial guarantees • All improvements must be approved within two years from recording/six months after occupancy [! ] Maintenance/defect financial guarantees • Two-year warrantee period • Repairs must be completed within 30 days • Inspections/release by DNR/DOT 12. Ex iration of Approval [X All projects have an expiration date after which the plan approval/issuance is null and void. The expiration date for this project is ,fib1 0 . Plats and short plats that are recorded do not expire, but must be completed with in 2 years om recording. [ elf the project cannot be completed before the expiration date, you must apply for an extension. Plats • Preliminary plat extensions are not authorized. Short Plats • Preliminary short plat extensions are approved by Land Use Services Division; contact the Engineering Review Section, Platting Unit. Right -of -Way Use Permits • Right -of -Way Use Permits extensions are approved by Land Use Inspection, contact the inspector. Building: Permits Contact the Building Services Division, Inspections Section. Ternnorary Certificate- Of Occunancy (TCO • Land Use Inspection approval required: - Drainage facilities - Parking - Access - Performance Financial Guarantee 13. Final Inspection Process [Initiated by developer at the time project is completed or request for occupancy certificate [ Allow 30 days to inspect and to prepare punchlist [Rnchlists are good for 30 days and may be subject to revision upon reinspection after 30 days. Otherwise, no changes all be made to the punchlist unless directed by the inspection Senior Engineer. [ "_ spection and punchlist timelines are subject to staffing level and weather limitations. [ v1 Request reinspection after all punchlist items have been addressed- S:Currentform,Preconst-wd-04-22-43 Page 6 of 7 14. Specific Notes from Plans 15. Signature As the Owner or Designated Representative (applicant form required), 1 understand the requirements of King County Land Use Inspection Section procedures and agree to abide by the conditions of the permit and the procedures discussed. II Signa a Title SrCurrentform�Preconst.wd.04-22-03 Page 7 of 7 (i) King County Department of Development and Environmental Services 90o Oakesdale Avenue 5outhwcst Renton, Washington 98055-1219 Project No.: /6l Po 0 l (, Activity No.: /- 0 V51 / g F; Date: Project Name: Cv&f J,&Z e_L— Y -Ar �'6AJet, T .S74.2-7' c AA)L`_4 I r NAME GE -T_ _trvtLcior� L] Developer: CK IESSAD (or designated representative) * 24 -hr. Emergency Contact & Tel No: [ ] Contractor: CC Gckw A 0.ioS Car,-z,�. Cv. [ ] License #: [ ] Subcontractor: [ ] License #: [ ] Engineer: [,I"Inspector: m lfal�ln4 [ ] TESC Supervisor: [ ] Other: TELEPHONE ADDRESS NO. Z� - V4 7- 6:iL0(C 6`9 15-fL4 ;& hMs .?dC 2Z--7,73.2_ AGENDA FOR MEETING - Check as items are discussed or marked NIA 1. Items Required at the Preconstruction Conference [] Applicant transfer form designating contractor to act as the applicant (or owner present) ropysued permit and approved construction plans (including HPA). PA or Fisheries contact; HPA required —Yes ___-_No / Developer Representative Initials.`forest Practice Permit required for > 5,000 board feet of marketable timber, providescopy to inspector. pproved sanitary and water utility plans copy to inspector received? YeseNo of Certificate of Liability Insurance naming King County as additional insured, required for any drainage facility l work. [,/I asement(s) for off-site work; provide copy to inspector. [ . Contractor's Material Safety Data Sheets (MSDS) location on-site or provided to King County (WAC 296-62-05409). Pre -Issuance Construction Authorization (PICA) letter, signed by King County and Developer 2. Items, Re uired at the Job Site While Under Construction [ /Approved plans [ ssued permit (commercials) [ Right -of -Way Use permit [Z Notice of Construction Activity sign (KCC 20.20.460) must be posted prior to any construction. (Required for all formal subdivisions; and any grading and/or building permit subject to SEPA.) See Notice of Construction Activity flyer. S.Currentform\Preconst.wd.04-22-03 Page I of 7 3. Other Requirements 4. 6. Al1J nstruction details/procedures are not shown on the approved plans, but can be found in the following standards. [ Application Date C)7 O f [ 4 mg County Road Standards (KCRS) 1993; _1987; _1979; _1969; (check applicable standard) [ vSDOTIAPWA standard specifications and plans; manual on Uniform Traffic Control Devices (MUTCD), Construction Traffic Control. [ /Surface Water Design Manual998; _1990; _1979; (check applicable standard) [ One working day prior to site work start-up. 5 / ,' _. [ ] One working day prior to starting any underground utility work. (see Item 8). One working day prior to placing curbs, gutters, and sidewalks; density tests and "proof rolling" are required. Density tests must be approved prior to proof rolling. (see Item 8). ] One working day prior to placing crushed rock. The developer/contractor shall first provide "proof rolling" test of the native subgrade to verify the subgrade is visibly firm, compact, and suitable for surfacing. ] Three working days prior to paving roadway. Three working-daysTrior-to start of work on cast -in-place concrete stnnrtrres._ _ Erosion/Sedimentation Controls ESC [ CIearing limits shall be accurately flagged in the field as shown on the plan, prior to clearing. [ ative Growth Protection Easements shall be flagged or fenced as shown on plan. [ rosion and sediment controls shall be installed as the first step of construction. [ Field conditions may require that erosion and sedimentation measures indicated on the plans be modified or supplemented, [ -T she developer is responsible for the adequacy of all erosion and sediment controls throughout the life of the project. [Control mud onto existing streets. 1) Install rock pad or truck wash at construction entrances; 2) Wash truck tires if necessary; 3) Keep adjoining roads clean. Don't wash mud and silt into drainage systems. lvr All denuded areas must be mulched and seeded or otherwise stabilized to prevent sediment -laden water from leaving the site or entering the storm drainage systems. [ Providc an area on-site for cleaning concrete trucks. Effluent from concrete operations shall not be allowed to enter the storm drainage systems. [F ojects that fall under the 1990 or 1998 drainage manual require covering within 12 hours from October 1 through [ ESC Supervisor required per SWM Manual D.5.4 on all sites. [ Highly Sensitive Site (SWM Manual D.5.4.) TESC Supervisor (several years of construction supervision or inspection and background in geology, soil science, or agronomy). Required for this site? Yes , No If yes, Name & Phone No. [J� ESC Supervisor Sign, (name and phone number) required at all primary site entrances. (Can be included on Construction Notice sign.) [ Recommend obtaining approval for non-standard water quality proposals well in advance of the need. [• /,All utility construction on KC Right -of -Way requires a construction permit issued by Property Services (KCC 14.44). [ el Copies of approved plans and utility certificate must be provided before utility construction begins. Are there any underground crossings on existing County road? (See open cut policy and KC Road Standards Section 8.03). Open cuts are not generally authorized. Parallel cuts in roadway require full width overlay. ocation conflicts. Notify inspector prior to any relocation. [ipe specifications, bands, gaskets, bedding (WSDOT(APWA) Standard Specifications). [ PEP (N-12, Hi -Q) pipe requires extra care; store on flat surface to avoid deformation. [ Recommend locating CBs with at least two survey points to avoid misalignment with curb and gutter. S.Currentform\Preconst.wd.04-22-03 Page 2 of 7 Compaction Method • Mechanical • Water settling • Regardless of method used, density standards must be met and documented (see Item 8). [tib" Finish work on drainage structures * Adjustment sections minimum of one, maximum 16 inches. • Grout • Ladders - extend to within 16 inches from bottom of each catch basin and securely fastened to CB. • Frames, covers, and grates - OUTFALL TO STREAM - DUMP NO POLLUTANTS, PROPERTY OF KING COUNTY, STORM OR DRAIN ("Property of King County" not required for private systems). Locking covers and grates required outside of traveled roadway. 1993 KCRS projects: all storm drain covers and grates shall be locking (except rolled grates in rolled curb). [, of stubouts installed and staked prior to signoff, 2 x 4 painted white and marked "Storm" or "Drain." [ All utilities including vaults, distribution lines, and poles located within road section must be installed prior to final construction approval. [ Utility poles and other obstacles must be located per King Couniy7 standards, genera - y no closer tan et from -e of traveled way. PYCa110NE-CALL (1-800-424-5555) and locate all existing utilities prior to starting any work. [A All road closures must be approved by the King County Department of Transportation, Traffic, in advance. 7. Ret ntionlDetention Facilities [•'] Property comers on easements and tracts must be permanently staked, and facilities must be built within the casement/tract as shown on the plans. [ Pond and berm slopes shall be 3:1 or flatter, unless otherwise approved. [ RID facilities shall be constructed and operational prior to any building construction; curbing, paving, or recording of subdivision/PUDs (KCC 9.04.090). Documentation required per Public Rule. Discuss Public Rule requirements. Control Structures: ['] Access road to control structure, pond bottom, vaults, or tanks * Width and surfacing, 12 -foot -wide crushed surfacing (15 feet on curves) Bollards or fence gates [ Restrictor "T" section riser and gate control assembly • Recommend inspection of "T" section prior to installation • Gate and outlet pipe must be watertight • Materials must be similar • Min. 2 -foot clearance from ladder and any obstruction Riser straps and gate chain/rod required Must be able to open gate from the riser [4/,Ladders must extend to within 16 inches of bottom of each basin and be securely fastened to the CB wall. [ Covers on restrictor and access manholes must be solid, round, locking lids marked STORM or DRAIN. [ Locking covers shall be required on all facilities located outside the curb, ditch line, or normal driving surface. 1993 KCRS projects: all storm drain covers and grates shall be locking. 8. Roadway Certification Requirements: The following guidelines will be used by the Department of Development and Environmental Services for minimum test and sample frequency. Additional tests may be required as the inspector deems necessary. Density Tests: WSDOT Sec. 2-03.3(14)D, KCRS 9,04, 3.03 * 90% or 95%, moisture content it 3% above optimum S:Currentform%Preconst.wd.04-22-03 Page 3 of 7 [,' Compaction control tests • WSDOT method No. 609 (AASHTO T-99/Standard Proctor). For ,25% retained on the #4 sieve, use Standard Proctor with Rock Correction Factor. • PE review and approval [ �] Trenches: See Utility Trench Compaction Rule, November 1983, and KC Road Standards Section 8.03. Sanitary, storm, water, gas, and power, etc., in the roadway prism: • Minimum one test every trench, and one test every 500 feet of trench length • Test up to 50% trench depth (top 4 feet -95%, below 4 feet -90%) • In-place densities and moisture content shall be determined by the nuclear gauge or Washington densometer method • Test as trench is backfilled • Controlled density fill may be used above bedding [*�] Cut section: WSDOT See. 2-06 • Minimum one test every 500 feet (100 feet, 1993 KCRS) on roadway subgrade, under curb, gutter, and sidewalk. Top 6 inches minimum density 95%. Curb, gutter, and sidewalk 90% • (pre 1993 KCRS projects only): Firm and compacted under sidewalks (WSDOT Sec. 5-14) Embankment and fill sections: WSDOT Sec. 2-03.3(14)C Minimum one test every 500 lineal feet on each foot of fill (1,000 cyds., 1993 KCRS) • A minimum of one test per lift • Compaction method B shall be used unless otherwise specified • 95% top 2 feet 90% below 2 feet • Curbs, gutters, and sidewalks minimum density 90% (1993 KCRS) Po standard. KCRS 4.02 [ Standard material thickness are not acceptable if native subgrade is unstable as shown during the proof roll test. Remedial measures will be subject to review and approval by King County prior to installation [JJ Asphalt Treated Base (ATB) KCRS 4.04 may be used over isolated areas of unstable subgrade. Six month delay with traffic loading required prior to final left. [ �] Soil Amendments, Cement Treated Base (CTB) , Cement Kiln Dust (CKD), etc, require King County review and approval prior to use. C crete Tests: WSDOT Sec. 6-02 Developer/contractor must notify inspector for conference prior to beginning work C Mix to conform to standards and must be verified on delivery tickets. State mix design (6-02.3(2)C) must be used unless approved by King County. Standard mix does not include fly ash [ �] ,Curbs must conform to Drawing No, 9. Back must be 12" high and 6" in front. Sidewalks are 4" behind vertical curb, except at driveways where the thickness shall be 5". Sidewalks shall be 5" behind rolled curb [ Joints in curb and gutter shall conform to Drawing No. 8 [ %Wheelchair ramps shall conform to Drawing Nos. 17 and 18 [ Slump tests: Max. 3" vibrated concrete, 7" nonvibrated concrete [ Cylinder tests, 7 days, 28 -day strength, normally 3,000 psi 4Ccrete structures certification: Bridges, retaining walls, and retention vaults must be designed by a professional structural engineer and may require special inspections per the Uniform Building Code (see 1701, 1994 UBC). Special inspections required on this job Yes No Surfacing and General Requirements: Review Standards Not Shown on Plans Asphalt paving -- laydown methods/equipment: WSDOT Sec. 5-04, pavers self-contained, power -propelled units. Truck -mounted pavers shall only be used for paving of irregularly-shaped or minor areas, or (KCRS 4.04): 1. Pavement widths C 8 feet 2. Pavement lengths C 150 feet [ ] Mailbox locations, conflicts with pedestrian/handicapped access [ Mailbox stands, NDCBUs installed before Final Construction Approval (KCRS 5.04) inish work on cut -and -fill slopes: Sec. 8.05 S:Currentform\Preconst.wd.04-22-03 Page 4 of 7 { ] Safety and Traffic hazards (KCRS 9.05) • Traffic control: required for all work in the right-of-way of the traveling public, must comply with the MUTCD • Utility poles or other natural or manmade obstacles higher than 6" Walls require end design protection P" Flaggers must have state flagging cards [ Roadside culverts, beveled ends [ Quarry Spalls: 8 inches minus WSDOT Sec. 9-13.6 Barricades --construction: orange and white, stripes sloped downward 45 degree in the direction traffic is to pass • Temporary closures: Type IIT • Street termination permanent: red and white stripes and end -of -road marker Plan Ch n e Proc OD e L'1 " " I--- 11A" [ Any changes to the originally approved plan will require a Plan Change and must be reviewed by the inspector prior to construction and approval. Design Plan Changes also require submittal and approval by the King County Department of Development and Environmental Services, Land Use Services and/or Building Services Divisions. • 2001 Fee ordinance fees are: (Pleasenote, fees are subject to change yearly) + Land Use Services review fees: $8V each submittal and $132 per hour (deposit required) + Building Services review fees: $170 each submittal and $132 per hour (deposit required) Inspection Fees/Additional Financial Guarantees [ Inspection fee DEPOSITS paid at the time of plan approval or permit issuance ensure monthly billings (currently r�41 92/hour) will be collected. Failure to submit payment will result in enforcement actions including STOP WORK orders. The average cost for this permit type has been: Plats: $20,550 Short Plats: $6,030 Commercials: $4,600 Grading: $5,080 R/W: $1,680 The actual cost may var [,,I Projects (submitted prior to 3(4199) not receiving Final Construction Approval within the first 12 months will be subject #o additional hourly inspection fees, which may change yearly. P e -Issuance Construction Authorizations (PICAS) will be charged hourly for all inspections before permit issuance. [ additional fees apply to plan change review and to maintenance and defect financial guarantee release inspection. [ rrent hourly fee is $+3-2 [ . 11 inspection charges for this permit will be hourly. [ Each reinspection (performing the same inspection again on a different day) will be charged a $440 reinspection fee ($203.50 residential single family). [ Supplemental Inspections (inspections after punch list indicates all fieldwork is complete; required if Final Construction Approval is not granted within 30 days of punch list) will be charged a minimum of 1.5 hours (at the current rate). Financial Guarantees [/Public improvements may require a maintenance and/or defect financial guarantee that will guarantee improvements and maintenance for two years. If applicable, these financial guarantees will be required before Final Construction Approval. Pit 2000 subdivision/short subdivisions bA Plats/short plats without drainage facilities may be recorded before Final Construction Approval after posting a performance financial guarantee and approval by the inspector. Drainage facilities on plats/short plats must be constructed and in operation prior to recording. (See RID public rule and KCC 9.04.090) Yr 2000 and later subdivisions and short subdivision require minimum improvements be constructed prior to recording 7] (KCC.9A.13.) [ Commercial permits require a performance Financial Guarantee for site work if temporary occupancy is requested before Final Construction Approval. [ ] >_ 1990 projects require a 2 -year maintenance and defect financial guarantee for drainage facilities. 10. Cod6 Com Tian KCC Title 23 [ Construction Deficiency Forms S:CurreatEormNPreconst.wd.04-22-03 Page 5 of 7 [Y Notice of Violation: hourly fee ($440 reinspection fee may apply) f` 1 Stop Work: $500 initial penalty, hourly fee [ �:] Notice and Order: hourly fee [' } Civil penalties: Additional $100 to 5500 for each: public health risk, environmental damage, history, economic benefit [ ] Citations: $100 penalty 11. Bon Financial Guarantee Forfeiture [] Restoration financial guarantee X• Can be used at any time after notice by King County Performance financial guarantees • All improvements must be approved within two years from recording/six months after occupancy All financial guarantees • Two-year warrantee period • Repairs must be completed within 30 days • Inspections/release by DNR/DOT 12. Ex ration of A roval /1 All projects have an expiration date after which the plan approval/issuance is null and void. The expiration date for this roject is Plats and short plats that are recorded do not expire, but must be completed with in 2 years [X from recording. If the project cannot be completed before the expiration date, you must apply for an extension. Plats P nninary plat extensions are not authorized. Short Plats + Preliminary short plat extensions are approved by Land Use Services Division; contact the Engineering Review Section, Platting Unit. Right -of -Way Use Permits - 0 Right -of -Way Use Permits extensions are approved by Land Use Inspection, contact the inspector, Buildim, Permits • Contact the Building Services Division, Inspections Section. Temvorary Certificate Of Occu ancv (TCO • Land Use Inspection approval required: - Drainage facilities - Parking - Access - Performance Financial Guarantee 13. Fina Ins ection Process [ 'Initiated by developer at the time project is completed or request for occupancy certificate [ Allow 30 days to inspect and to prepare punchlist [ PunchIists are good for 30 days and may be subject to revision upon reinspection after 30 days. Otherwise, no changes shall be made to the punchlist unless directed by the inspection Senior Engineer. [ Inspection and punchlist timelines are subject to staffing level and weather limitations. Request reinspection after all punchlist items have been addressed. S:Currentform\Preconst.wd.04-22-03 Page 6 of 7 14. Specific Notes from Plans IRE 15. Sisnature As the Owner or Designated Representative (applicant form required), I understand the requirements ofKing CountyL.ai�- Use Inspection Section procedures and agree to abide by the conditions of the permit and the procedures discussed. 7��'NT7, -T Title S:Currentform\Preconst_wd.04-22-03 Page 7 of 7 Parcel Number: 1423459022 Taxpayer: MAIR ROBERT Annexation: NIA Jurisdiction: Unincorporated King County Situs Address: 13606 156TH AVE SE Postal City: Renton, 98059 Plat Name:; Rec: nil Lot: NIA; Block: NIA Kroll Page: 811 E Thomas Bros_ Page: 657 1/4 -S -T -R: SE -14-23-5 Acres: 2.39 (144108 SgFt.) Current Zoning: R-4 Potential Zoning: Comp. Plan Land Use: um Assessor's Open Space: NIA Commercial Use: NIA Number of Units: NIA Mobile Home: Y Appraised Land Value: 99000 (2004), 142000 (2005) Appraised Improvements Value: 110000 (2004), 95000 (2005) Community Plan Area: Newcastle Unincorporated Area Council: Four Creeks Unincorporated Area Council School District: Renton School District 403 Fire District: 25 Roads MPS Zone: 452 ($2139.00) Roads TCM Zone: 763 - Red (Over Threshold) Waterfront: Water Service: Water Service Planning Area: King County Water District 90 Sewer Service: Airport Noise Remedy Program: NIA Bald Eagle Flag: NIA Council District (1996-2001): 12 David Irons Jr. (R) Council District (2002):12 David Irons Drainage Basin: Lower Cedar River, WRIA 8 Police: King County, Pct: 3, Dist: F2 Service/Finance Strategy Area: Service Planning Snowload Zone: Standard Agricultural Production District: N Forest Production District: N Rural Forest Focus Area: N TDR Type: NIA TDR Status: NIA TDR Permit Number: NIA Building Inspection Area: N-7 Clearing Inspection Area: Bruce Engell Code Enforcement Inspection Area: Jeri Breazeal ESA Inspection Area: Greg Sutton Grading Inspection Area. Bruce Engell Land Use Inspection Area: Tim Cheatum Sens. Areas Notice(s) on Title: NONE SOC DDES Page 1 of 1 King County Department of Development and Environmental Services 900 4akesdale Ave SW Renton, Washington 98055-1219 September 17, 2004 Summary of Related Activities/Projects/Dev. Applicant: SBI DEVELOPING, LLC Activity Number: KURT WILSON Project Number: L01POO16 PO BOX 73790 Development Number: PUYALLUP, WA 98373 PRE -PLAT 253 848 0820 Status: PRELAPPR $56,080.95 Activity/Project # Comp Type Status Fee Charges Hours Charges Payments Balance Due LOI POO 16 PRE -PLAT PRELAPPR $1,314.50 $56,080.95 $57,395.45 $0.00 A04BN275 BOND OPEN $19,162.00 $0.00 $0.00 $19,162.00 A04BN364 BOND RECEIVED $223,000.00 $0.00 $223,000.00 $0.00 A04PO119 PREAPP-O COMPLETE $15.62 $1,521.47 $1,537.09 $0.00 L02VO024 SUBVAR GRANTED $93.50 $1,788.60 $1,882.10 50.00 L03RE038 REVISION PRELAPPR $119.07 $12,079.18 512,193.90 $4.35 L04GF042 FOREST GRANTED $3,103.28 $0.00 $3,103.28 $0.00 L04GI143 G-INSPCT PENDING $0.00 $36.23 $36.23 $0.00 L04MI037 L-MISC PENDING $175.09 $507.15 $682.24 $0.00 *L04SI188 INSPECT OPEN $17,200.84 $0.00 $8,651.74 $8,549.10 *L04SRO24 SITEREV PENDING $41,050.71 $0.00 $39,866.51 $1,184.20 L04SR057 SITEREV PLANCOMP $2,790.53 $2,528.51 $5,319.04 $0.00 L04VO056 SUBVAR TECH-MTG $1,332.65 $326.03 $1,658.68 $0.00 TOTAL: $309,357.79 $74,868.12 $355,326.26 $28,899.65 * Asterisk denotes Permit under Project Management The fees shown above represent current charges as of this date and are an estimate based on the information provided to DDES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. CORE DESIGN Core Design, Inc. 14711 N.E. 29th Place Suite #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885, 7963 Lcl-5P,OS7 "EARLY START" TECHNICAL INFORMATION REPORT (T.I.R.) FOR EVENDELL KING COUNTY, WASHINGTON Prepared by: David E. Cayton, P.E. Date: September 3, 2004 Core No.: 04009 a d lz C ALS R=.qs�-1z ENGINEERING - PLANNING SURVEYING 8. ESC ANALYSIS AND DESIGN: Design of the erosion/sedimentation control plan was completed in conformance with Core Requirement #5 per the 1998 KCSWDM. Compliance with the 7 minimum requirements are summarized below. Clearing Limits: Clearing limits have been delineated on sheet C2.01 of the civil plans. The clearing limits extend only to those areas that will be disturbed during construction of the subject project. 2. Cover Measures: The Construction Sequence listed on sheet C2.01 of the civil plans specify specific times at which temporary and permanent cover measures will be installed. 3. Perimeter Protection: Per sheet C2.01 of the civil plans, silt fence will be used for perimeter protection. Silt fence will be installed along the perimeters of those areas that will be receiving silt -laden runoff. 4. Traffic Area Stabilization: A construction entrance will be installed. See sheets C2.01 and C2.31 for location of construction entrance and detail. 5. Sediment Retention: The wetpond will be used for sediment retention. Sediment retention will be designed per the 1998 KCSWDM Appendix D. Surface Area: East Basin Qz (posteast.tsf) = 1.94 cfs SA = 2080 sf/cfs * Q2 SA = 2080 sf/cfs * 1.94 cfs = 4,035 Sl~ Available Wetpond SA (Eley. 458.5) = 120'x35'=4,200 SF > 4,035 SF =:> OK Riser Diameter: The riser diameter will be 18". Emergency Overflow Spillway: The emergency overflow spillway as designed in Section 4B of this report will be installed as part of the erosion/sedimentation ponds. Dewatering Orifice: k = AS(2h)o.s/(0.6*3600Tg 'S) D = 24(A,/3,14) 0-5 Pond A,, = 4,200(2*2.0)°--/(0.6*3600*24*32.2"") = 0.029 SF Pond D = 24(0.02913.14)1.' = 2.31" Use 2-318" 6. Surface Water Control: Interceptor swales will be used to direct all sediment - laden runoff to the sediment retention facility. See sheets C2.01 and 02.31 for location of swales and details. 7. Dust Control: A note on sheet C2.01 addresses the procedure for dust control should soils become too dry. I Subsurface Exploration and Preliminary Geotechnical Engineering Report EVENDELL PRELMNARY -PLAT Zing County, Washington Prepared for U.S. Land Development Associates Project No, KE01617A November 16, 2001 0 Associated Earth Sciences, Inc. in LMZ November 16, 2001 Project No. KE01617A U.S. Land Development Associates c/o Centurion Development Services 226,17 8m Drive SE Bothell, Washington 98021 Attention: Mr. Mike Romano Subject: Subsurface Ei pioration and Preliminary Geotechnical Engineering. Report - Evendell Preliminary. Plat SE Renton -Issaquah Road, (SR 900) and 148' .Avenue SE King County, Washington Dear Mr. Romano: We are pleased to present, the enclosed copies of the above -referenced report. ` This report - summarizes the results of our subsurface exploration and geotechnical engineering study, and offers preliminary recommendations for design and development of the proposed project. We have enjoyed working with you on "this study and are confident that the recommendations presented in this report will aid in a successful completion of your project. If you should have any questions or if we can be. of additional help to you, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Bruce L. Blyton, Pt. Principal Engineer BLU2 - KED1617AI - ProjccisL20016171KEMp- W7K 91 1 Fifth Avenue. Suite 100 - Kirkland, WA 98033 • Phone 425 627-7701 - Fax 425 827-5424 SUBSURFACE EXPLORATION AND PRELEVIINARY GEOTECHNICAL ENGINEERING REPORT EVENDELL PRELIMINARY PLAT King County, Washington Prepared for: U.S. Land Development Associates c/o Centurion Development Services 22617 8ie Drive SE Bothell, Washington 98021 Prepared by: Associated Earth Sciences, Inc. 9115" Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 Fax: 425-827-5424 November 16, 2001 Project No. KE01617A Subsurface Exploration and Evendell Preliminary Plat Preliminary Geotechnical Engineering Report King County, Washington Project and Site Conditions I. PROJECT AND SITE CONDITIONS 1.0 INTRODUCTION This report presents the results of our subsurface exploration and preliminary geotechnical engineering study for the proposed Evendell Preliminary Plat located at the intersection of SE 136' Street and 160' Avenue SE in King County, Washington (Figure 1). The approximate Iocations of the explorations completed for this study are presented on the Site and Exploration Plan, Figure 2. 1.1 Purpose and Scope The purpose of this study was to provide subsurface data to be used in the preliminary design and development of the above-mentioned project. Our study included reviewing available geologic literature, excavating exploration pits, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface soils and shallow ground water conditions. Geotechnical engineering studies were also conducted to determine the type of suitable foundation, allowable bearing pressures, anticipated settlements, floor support recommendations, and drainage considerations . This report summarizes our current fieldwork and offers development recommendations based on our present understanding of the project. 1.2 Authorization Authorization to proceed with this study was granted by Mr. Mike Romano of Centurion Development Services on behalf of U.S. Land Development Associates. Our study was accomplished in general accordance with our scope of work letter dated September 24, 2001. This report has been prepared for the exclusive use of U.S. Land Development Associates and their agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. 2.0 PROJECT AND SITE DESCRIPTION Our understanding of the proposed project is based on our discussions with Centurion Development Services, and on a plan sheet titled Plat of Evendell, dated May 20, 2041. The proposed project would include construction of a new plat. The new plat would include 75 new detached, single-family home sites, a recreation tract, two surface water detention tracts, and an existing area that has been identified as a wetland area that will remain. New paved November 16, 2001 ASSOCIATED EARTH SCIENCES, INC_ ANfdo - KE01617A 1 - Projec.si20016174kD WP - WQK Page 1 Subsurface Exploration and KingEvenCounty, Washington ll Preliminary Plat Preliminary Geotechnical Engineering Report King Project and ,site Conditions access roads, buried utilities, and other typical improvements are also planned. At the time this report was prepared, no grading plans were available; however, we assume that most of the project will be built near existing grades, without large excavation cuts or structural fills.- Preliminary lls.Preliminary plat plans call for an open detention pond in the south detention tract, and a buried detention vault in the west detention tract. The project site is irregularly shaped, and approximately 12.4 acres in total area. The site is bordered to the north by SE 136`h Street, to the west by 160'b Avenue SE, and to the south and west by existing residential development. Overall vertical relief across the site is on the order of 35 feet, and areas in excess of 15 percent slope are not present, based on topographic information on the previously referenced plan sheet. No surface water was observed on site during our subsurface exploration. At the time of our field study, site vegetation consisted of mature evergreen and deciduous trees, with moderately dense undergrowth, pasture on the west and south parts of the site, and landscaping around the existing house on the north central pan of the site. A wetland, mapped by others, was located in the northeast corner of the site. Existing site development included a home with outbuildings on the north central part of the site, a fenced pasture and several outbuildings on the west part of the site, and a fenced pasture on the south edge of the site. The existing house on the north central part of the site has an existing septic drainfield southwest of the house. 3.0 SUBSURFACE EXPLORATION Our field study included excavating 12 exploration pits to gain information about the site. The various types of sediments, as well as the depths where characteristics of the sediments changed, are indicated on the exploration logs presented in the Appendix. The depths indicated on the Iogs where conditions changed may represent gradational variations between sediment types in the field. Our explorations were approximately located in the field by measuring from known site features shown on the previously referenced site plan. The conclusions and recommendations presented in this report are based on the 12 exploration Pits completed for this study. The number, location, and depth of the explorations were completed within site and budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. Existing fill should be expected around the existing buildings and drainfield. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re-evaluate specific recommendations in this report and make appropriate changes. November 16, 2001 ASSOCIATED EARTH SCIE,YCES, INC. MAM/da - KE01617AI - Projeas120016171KEffP - Wax Page 2 Subsurface Exploration and Evendell Preliminary Plat Preliminary Geotechnical Engineering Reporr King County, Washington Project and Site Conditions 3.1 Exploration Pits Exploration pits were excavated with a track -mounted backhoe. The pits permitted direct, visual Observation of subsurface conditions. Materials encountered in the exploration pits were studied and classified in the field by a geologist from our firm. All exploration pits were backfilled immediately after examination and logging. Selected samples were then transported to our laboratory for further visual classification and testing, as necessary. 4.0 SUBSURFACE CONDITIONS Subsurface conditions on the parcel were inferred from the field explorations accomplished for this study and a visual reconnaissance of the site. As shown on the field logs, the exploration holes generally encountered medium dense grading to very dense, silty sand with gravel interpreted as lodgment till. Topsoil thickness observed in our exploration pits varied from a minimum of approximately 4.5 foot to 1.2 feet. 4.1 Stratigraph Natural soils observed in our exploration pits consisted of silty sand with gravel, trace cobbles, and trace boulders interpreted as Iodgment till. The till was observed to be loose to medium dense at the ground surface, and progressively more dense with increasing depth below the ground surface. The till was typically dense to very dense below approximately 5 feet in depth. The color of the till soils typically graded from brown near the ground surface, to mottled gray at a depth of 2 feet to 5 feet, to gray below approximately 5 feet. Lodgment till was deposited at the base of an active continental glacier, and was compacted by the weight of the overlying glacial ice. Till typically has high strength and low compressibility characteristics, and . is considered suitable for structural support with proper preparation. Till sediments typically contain a significant amount of silt, and are considered moisture sensitive. Moisture sensitive soils are prone to disturbance when wet, and typically perforin best in construction applications when dry site and weather conditions prevail. Our interpretations of subsurface conditions are consistent with published information sources, as represented by the Washington State Department of Water Resources Water Supply Bulletin 28, Plate 1, Geologic Map of Southwestern King County, Washington. This map indicates that the site is underlain by lodgement till. Although not encountered in our exploration pits, disturbedlfill soil is present, adjacent to the existing structures on the site and around any underground utilities. This non-structural fill is not considered to be suitable for foundation support. November 16, 2001 ASSOCIATED EARTH SCIENCE'S, INC_ ,W,LVlda - KE01617A1 - ProjrcrsQ0016MK£1WP - vrK Page 3 Subsurface Exploration and Evendell Preliminary Plat Preliminary Georechnical Engineering Report King County, Washington Project and Site Conditions 4.2 Hydrology Ground water seepage was encountered in exploration pit EP -8 near the interface between weathered till and till sediments. Wet soil conditions were also observed in exploration pit EP - 12 near the interface between weathered till and till sediments at a depth of 8 feet, though no free ground water was observed. The observed ground water conditions are interpreted to represent a perched ground water condition where vertical infiltration of surface water is impeded by lower permeability soils at depths. Ground water conditions should be expected to vary with changes in season, weather, on- and off-site land usage, and other factors. November 16, 2001 {� ASSOCIATED EARTH SCIENCES. INC_ h1.LNlda - K£01617,41 - Pro1ecrs120016171KE1WP - KK Page 4 Subsurface Exploration and Evendell Preliminary Plat Preliminary Geotechnical Engineering Report King County, Washington Design Recommendations II. DESIGN RECOMMENDATIONS 5.0 INTRODUCTION Our exploration indicates that from a geotechnical standpoint, the parcel is suitable for the proposed development provided the recommendations contained herein are properly followed. The bearing stratum of dense lodgement till is located at approximately 1 foot to 2 feet below existing grades. Conventional spread footing foundations that bear on the medium dense lodgement till may be used for building support. 6.0 EROSION HAZARDS AND MITIGATION To mitigate and reduce the erosion hazard potential and off-site soil transport, we recommend the following: 1) All storm water from impermeable surfaces should be tightlined into approved storm water drainage systems or temporary storage. 2) Silt fences should be placed along the lower elevations of cleared and disturbed areas on the site. 3) Construction should proceed during the drier periods of the year or temporary erosion and sediment control plans should be developed if construction is to proceed during the winter months. Disturbed areas should be revegetated as soon as possible. 4) Soils that are to be reused around the site should be stored in such a manner as to reduce erosion. Protective measures may include, but are not necessarily Iimited to, covering with plastic sheeting or the use of hay bales/silt fences. 7-0 SITE PREPARATION Old foundations presently on the site that are under building areas or not part of future plans should be removed. Any buried utilities should be removed or relocated if they are under building areas. The resulting depressions should be backfilled with structural fill as discussed under the Structural Fill section. Site preparation of planned building and road areas should include removal of all trees, brush, debris, and any other deleterious material. Additionally, the upper organic topsoil and any fill November 16, 2001 ASSOCIATED EARTH SCIENCES, INC. MAMJdo - KE01617AI - Projects 120016171KElWP - W3K page 5 Subsurface Exploration and Evendell Preliminary Pkat Preliminary Geotechnical Engineering Report King County, Washington Design Recommendations soils, if encountered, should be removed and any remaining roots grubbed. Areas where loose surficial soils exist due to grubbing operations, should be considered as fill to the depth of disturbance and treated as subsequently recommended for structural fill placement. Since the density and moisture content of the soil at the site are variable, random loose or wet pockets may exist, and the depth and extent of stripping can, therefore, be best determined in the field by the geotechnical engineer. Stripping depths are expected to be on the order of 1 foot, but are expected to vary locally. We recommend that building and roadway areas be proof -rolled with a loaded, tandem -axle dump truck to identify any soft spots. Soft areas should be overexcavated and backfilled with structural fill. In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the till sediments can be planned at a maximum slope of IH: IV (Horizontal: Vertical). As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times. 8.0 STRUCTURAL FILL All references to structural fill in this report refer to subgrade preparation, fill type, and placement and compaction of materials as discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used. Construction plans are preliminary at this stage and do not include site grading information or building footprint locations. However, placement of structural fill may be necessary in order to achieve the. desired site grades in some areas. After overexcavation/stripping has been performed to the satisfaction of the geotechnical engineer, the upper 12 inches of exposed ground in building areas or areas to receive fill should be recompacted to 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. if the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted before allowing the subgrade to dry/drain adequately. After recompaction of the exposed ground is tested and approved, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8 -inch loose lifts with each lift being compacted to at least 95 percent of ASTM:D 1557 as the standard. Organic topsoil is not considered suitable for use as structural fill. Lodgement till soils may be used as structural fill if properly November 16, 20001 ASSOCIATED EARTH SCIENCES. INC. MMM/da - KE016171f - Projecrs1_001617iK£IW - W_7K Page 6 Subsurface Exploration and Evendell Preliminary Plat Preliminary Geotechnical Engineering Report Icing County, Washington Design Recommendations handled and moisture conditioned. In the case of roadway and utility trench filling, the backfill should be placed and compacted in accordance with applicable municipal codes and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edge before sloping down at an angle of 2H: IV. The contractor should note that any proposed fill soils should be evaluated by Associated Earth Sciences, Inc. (AESI) prior to their use in fills. This would require that we have a sample of the material 72 hours in advance of filling activities to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately S percent (measured on the minus No. 4 sieve size) should be considered moisture -sensitive. Virtually all of the on-site soils are classified as moisture -sensitive, and were judged to be at or above optimum moisture for compaction.. Thus, they should be considered suitable for reuse as structural fill only for dry weather and dry subgrade conditions. In addition, construction equipment traversing the till soils when wet can cause considerable disturbance. If fill is placed during wet weather above the till subgrades or if proper compaction cannot be obtained in these areas, a select import material consisting of a clean, free -draining gravel and/or sand should be used. Free -draining fill consists of non-organic soil with the amount of fine-grained material limited to S percent by weight when measured on the minus No. 4 sieve fraction. A representative from our faun should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in- place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part-time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing frequency. 9.0 FOUNDATIONS Spread footings may be used for building support when founded directly on structural fill placed as previously discussed --or on medium dense to very dense, lodgement till soils. We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf) be used for design purposes, including both dead and live loads, for footings placed on till or approved structural fill placed as discussed above. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings should be buried at Ieast 18 inches into the surrounding soil for frost protection. All footings must penetrate to the prescribed bearing stratum, and no footing should be founded in or above organic, non-structural fill, or soft/loose soils. Footings should have a minimum width of 14 inches for 1 -story structures, with 2 incites of width added for each additional story. November 16, 2001 ASSOCIATED EARTH SCIENCES, INC, MAMIda - KE01617A1 - Pr0jerrrl200)617IKEIwP - 4M Mage 7 Subsurface Exploration and Evendell Preliminary Plat Preliminary Geotechnical Engineering Report King County, Washington Design Recommendations The area bound by lines extending downward at 1H.- IV from any footing must not intersect another footing or intersect a filled area that has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. Anticipated settlement of footings founded as described above should be on the order of 1 inch or less. However, disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. All footing areas should be inspected by AESI prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. Such inspections may be required by the governing municipality. Perimeter footing drains should be provided as discussed under the section on Drainage Considerations. 10.0 FLOOR SUPPORT A slab -on -grade floor may be constructed directly on structural fill or medium dense, natural ground. Areas of slab subgrade that are disturbed (loosened) during construction should be compacted to a non -yielding condition. Where moisture migration through the floor slab is to be controlled, such as in occupied portions of the house, the floor should be cast atop a capillary break. The capillary break layer should consist of 4 inches of washed pea gravel covered with a polyethylene plastic vapor barrier. Based on American Concrete Institute recommendations, we also suggest placing a 2- to 3 -inch layer of clean sand over the vapor barrier to protect the vapor barrier and to allow some moisture loss through the bottom of the slab to aid in the curing process. Sand should be used to aid in the fine -grading process of the subgrade to provide uniform support under the slabs. 11.0 DRAINAGE CONSIDERATIONS Traffic across the site soils when they are moist or wet will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage and subgrade protection, as necessary. All perimeter footing walls should be provided with a drain at the footing elevation_ Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The Ievel of the perforations in the pipe should be set approximately 2 inches below -the bottom of the footing. The drains should be constructed with sufficient gradient to allow gravity discharge away from the building. Roof and surface runoff should not discharge into the footing drain system but should be Dandled by a separate, rigid tightline drain. In planning, exterior grades November 16, 2001 ASSOCIATED EARTH SCIENCES, INC. MAM/da - KF016� 7A1 - Prafcase0016171KP1wP - W -1K Page 8 Subsurface Exploration and Evendell Preliminary Plat Preliminary Geotechnical Engineering Report King County, Washington Design Recommendarions adjacent to walls should be sloped downward away from the structure to achieve surface drainage. 12.0 PROJECT DESIGN AND CONSTRUCTION MONITORING At the time of this report, site grading, structural plans, and construction methods have not been finalized. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We recommend that AESI perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know and we will prepare a proposal. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington 4 � - ' Melissa A----'"'zzzz agnuson, P.E. Senior Staff Engineer Attachments: Figure 1: Figure 2: Appendix Vicinity Map Site and Exploration Plan Exploration Logs Cf -9 L kT - _ 04 WAS,k�. D 47 A� C. 1 x N SlGtiAL�G I EXarcES 5) 3101 1 Bruce L. Blyton, P.E. Principal Engineer November 16, 2001 ASSOCIATED EARTH SCIENCES, INC. MAMIda - KE01617A1 - Proyms420016171KE1WP - wTK Page 9 V Mr -A-71 00; A LU U Lgt(AjjQPUGAG ZISIO I 00 �-o I 0-1) cb IT eo tn nn loo cc MFI gZ I oq I j a 0-1) cb IT eo 71,— —.9p O Pfi b b qp. W PI L-J-- M'd 3sn iNior L.Qrn - MFI 03 A i;)Vul b SSID-Dy RVIUd L9 t 'a RC og kq Y ITI- Iry Z9 .oG '99 w '09 09 on .9L 40 C14 SY XZ 40 ,sC ,S4 .5t r OG r -F-411 %0 0L7; OI a 11,00 71,— —.9p O Pfi b b qp. W PI L-J-- M'd 3sn iNior L.Qrn - APPENDIX Classdk=dons of soils in ;hie report are based on visual field andbar Laboratory obsarfaffard, %t,ial include damityl t■ncy, maarsdun condifion, grain size. acct plasticity esdmaces and should not be construed to impty fledd or Laboratory resting carless presented herein. urarsaknanual andlcr 12boratory e -k= kMtjon t7tethods of ASM C-Z4a7 and 0-2489 were used as an idertdfltB&M guide for the iJndW Sod Cassif€oadon System. E 3 .S E FIGURE c - -A,a►TEo EARTH Exploration Log Key A-1 ARTHRrrl SCIENCES, INC P ' o Wel! grded gravel and Terms Describing Relative Density and Consistency a. o m C O g A GV1f gravel with sand, little to 9 Density Si'T"blowslfaot o no Fines very Loose 0 to 4 2 U° mv • 0 0 o v p o GP Poorly -graded gravel Coarse- tense 4 to 10 Grouted Sails Medium Cense 10 to 30 Test Symbols o and gravel with sand, Dense 30 to 50 CD 00 little to no [fines very Cense X50 a �� = Mo Cont Pllt 6 4M a 4 Contency sisSPT1%Cws1F0ct A= Atierberg Limits o t Silty gravel and silty very soft OWto 2 00 CD o dly . GM gtavel with sand 213 4 K = Permeabiily c m @ LL �� Grained Soils Medium Stiff 4 to 8 a wSO8 to 15 Clayey gravel and very Stiff 1s to 30 ~' y ~ GC clayey gravel with Hard >30 - sand Component Definitions m c Well -graded sand and Descriptive Terni Size Mange and Sieve Number SWsand with grave[, little Boulders Larger than 12` c to no fines Cobbles 3' to 12' o q U-' _ Gravel 3' to No. 4 (4.75 mm) '��, '.. '' POgrty-gfaded sand�,,ay� 3' to 314' _'m � - `- SP and sand with ravel, g Fine brevet 314' to No. 4 (4.75 mm) c C u c tittle to no flues Sand No. 4 (4.75 maty to No. 200 (0.075 mm) 8 z V. Coarse Sand No. 4 (4.75 mm) to No. 10 (2.00 mm) - SM Silty sand and Medium Sand No. 10 (2ru 00 nun) to No. 40 (0-425 m) silty sand with Fine Sand No. 40 ((L425 mm) to No. 200 (0.075 mm) c IL gravel Sift and Clay Smaller Tw No. 200 (0.075 mm) sC Clayey sand and (a) Estimated Percentage Moisture Content ^� clayey sand with Percentage by Ory- Absence of moisture, gravel Component Weight dusty, dry to the touch Silt, sandy sift, gravelly silt, Trace -e5 Slightly Moist- Perceptible MLsilt with sand or grave! Few 5 to 10 moisturize Laine 15 to 25 Moist- Damp but no visible 93 With -Nen-primary coarse ureter o 2 m Clay of low to medium conshhmrlts_ > 15% Very Moist • Water visible but o plasticity: silty, sandy, or Finesgrrtellt between not tree draining CL gravelly clay, [eon clay 5% and Is% Wet- Visible tree water. usually W q Gam be€cw water table EL = Organic clay or silt of low Symbols 2! �, _ CL plasticity 8laws16' or 0 _ Sampler portion of 6' consent grout `a Type I surtax■ scat Elastic silt, clayey silt. silt 2{x Oa Sampler Type o MH With micaceous Of Spilt -Spoon ; Desrsigtion (�i s a diatomaceous fine sand or Sampler Ur 00 Spti[-Spoon Sampler ` wet, m silt Clay of high plasticity, 3?S' DD Spirt Spoon Ring Sampler t�, : n m c CH sandy or gravelly Clay, fat Bulk sample 3!P CD Thins -Waft Tube Sampler s� � � clay with sand or gravel Cmduding Shelby tube) ..wim ° W pack C a s Grab Sample Portion not recovered Fed cap •� . %t Organic clay or silt of U. t3!# medium t0 hlgh(s) Percentage by dry wetghr (`t Cepth of grcunG% ester •� fii� r plasticity (SFO Standard Penetraabon Test AT[) = At time of drilling Peat, muck and other P) lin nA} Static water level (date) In General al Ac�anCE with Ch � a O pT highly Organic soils Standard Pial for Osymbols ption (� Combined USCS used for and tdentific9on of Sa is (ASTM 0-2488) tines between 5% and 15% Classdk=dons of soils in ;hie report are based on visual field andbar Laboratory obsarfaffard, %t,ial include damityl t■ncy, maarsdun condifion, grain size. acct plasticity esdmaces and should not be construed to impty fledd or Laboratory resting carless presented herein. urarsaknanual andlcr 12boratory e -k= kMtjon t7tethods of ASM C-Z4a7 and 0-2489 were used as an idertdfltB&M guide for the iJndW Sod Cassif€oadon System. E 3 .S E FIGURE c - -A,a►TEo EARTH Exploration Log Key A-1 ARTHRrrl SCIENCES, INC P LOO OF EXPLORATION PIT NO. EP -i s a Evendell Preliminary Plat 0 King County, WA Z ASSOCIATED Project No. KE01617A Logged by: 8VVG r=AI*TH - Approved by: AlVrAmm SCIENCES. INC November 2001 a r U x This log s part of the report prepared try Associated Earth Sciences, Inc. (AESI) for the named project and should be together that report for complete interpretatlon_ This summary applies only to the location of this trench at the read w+tfh time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a a simpification of actual conditions encountered. DESCRIPTION Topsoil and Grass Weathered Till 1 Loose to medium dense, damp, reddish brown, SILTY fine SAND, little fine gravel. (SM) Till 2 Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND, some fine to coarse gravel, trace cobbles. (SM) 3 4 5 Becomes very dense and less mottled. (SM) 6 7 8 Bottom of exploration pit at depth 8 feet 9 No' ground water seepage or caving. Elevation 467'. 10 11 12 13 14 15 16 17 18 19 s a Evendell Preliminary Plat 0 King County, WA Z ASSOCIATED Project No. KE01617A Logged by: 8VVG r=AI*TH - Approved by: AlVrAmm SCIENCES. INC November 2001 a r U x LOG OF EXPLORATION PIT NO. EP -2 This log is part of the reportprepared by Associated Earth sciences, Inc. (AESI) for the named protect and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the iu time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a a simplHcation of actual conditions encountered. DESCRIPTION 1 Weathered Till Loose to medium dense, moist, reddish brown, SILTY fine to medium SAND, little fine gravel. (SM) 2 Till 3 Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND, some fine to coarse gravel, trace cobbles. (SM) Becomes very dense and less mottled. (SM) 0 7 0 Bottom of exploration pit at depth 9 feet 10 No ground water seepage or caving. Eleva4on 466. 11 12 13 14 15 16 17 18 19 a ri a Evendeil Preliminary Plat King County, WA a ASSOCIATE® Logged by: BWG EARTHProject No. KE01617A F Approved by: AMMSCIENCES, INC November 2001 U K LOG OF EXPLORATION PIT NO. EP -3 Y This log is part of the report prepared by Associated Earth Sciences, Inc. (AE51) for the named project and should be read togetherwith that for interpretation. This w report complete summary a plies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are ❑ a simplfication of actual conditions encountered. DESCRIPTION Topsoil and Forest Duff 1 Weathered Till Loose to medium dense, damp, reddish brown, SILTY fine SAND, trace fine gravel. (SM) 2 3 Till Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND, some fne to coarse gravel, few cobbles. (SM) 4 5 Grades to moist to wet (no free water) to bottom of exploration pit. Grades to very dense and less mottled. (SM) 6 7 8 9 10 11 12 13 14 15 Bottom of exploration pit at depth 14 feet No ground water seepage or caving. Elevation 458'- 16 17 1& 19 s 0 a Evendell Preliminary Plat King County, WA a ASSOCIATED Project Na. KE01617A EAIFt Logged by: 8WG 4�.,.1 Approved by: SCIENClES, INC November 2001 _ LOG OF EXPLORATION PIT NO. EP -4 This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the CL time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a a simptfication of actual conditions encountered. DESCRIPTION Tpsotl and Forest Duff 1 Weathered Tilt 2 Loose to medium dense, moist, reddish brown, SILTY fine SAND, little fine gravel. (SM) 3 4 Till Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND, little to some fine gravel. 5 (SM) 6 Very dense, damp, gray, SILTY fine SAND, little fine gravel. (SM) 7 S 9 10 Bottom of exploration pit at depth 10 feet 11 No ground water seepage or caving. Elevation 464'. 12 13 14 15 16 17 18 19 20 Evendell Preliminary Plat King County, WA ASECC> ATA=-It3 Lagged by: awG EARTHProject Na: KE01617A Approved by: 81=1ENCE8, Inic November 2001 LOG OF EXPLORATION PIT NO. EP -5 aread This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be together with that report for complete interpretation_ This summary applies only to the location of this trench at the time Subsurface may change at this location with the of Lme. The data are y of excavation. conditions passage presented a simpification of actual conditions encountered. DESCRIPTION Topsoil and Forest Duff 1 Weathered Till Loose to medium dense, damp, reddish brown, SILTY fine SAND, little fine gravel. (SM) 2 3 fill Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND, some fine gravel. (SM) 4 5 Becomes very dense and gray. (SM) 6 7 9 Bottom of exploration pit at depth 9 feet 10 No ground water seepage or caving. Elevation 468'. 11 12 13 14 15 16 17 18 19 a Evendell Preliminary Plat y King County, WA z AM AS150CIATEC Project No. KE01617A Logged by: BWG EARTH Approved by: SCIENCES, INC November 2001 4 r U Y LOG OF EXPLORATION PIT NO. EP -6 0 0 EVendell Preliminary Plat z 0 King County, VILA a JASE30CIATE® Project No, K>=0ili�7A Lagged by. BWG EIARTH 0. Approved by: 4SMSCIENCES, INC November 2001 c� x This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location this trench 0) of at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data are 0 presented a simplfication of actual conditions encountered. DESCRIPTION Topsoil and Forest Duff 1 Weathered Till Loose to medium dense, damp. reddish brown, SILTY fine SAND, little fine gravel. (SM) 2 3 Till 4 Medium dense to dense, damp, mottled gray, SILTY fine SAND, little fine gravel, trace cobbles, trace boulders. (SM) 5 Becomes very dense and gray. (SM) 6 7 8 9 14 Bottom of exploration pit at depth 9 feet No ground water seepage or caving. Elevation 474'. 11 12 13 14 16 16 17 18 19 0 0 EVendell Preliminary Plat z 0 King County, VILA a JASE30CIATE® Project No, K>=0ili�7A Lagged by. BWG EIARTH 0. Approved by: 4SMSCIENCES, INC November 2001 c� x LCC OF EXPLORATION PIT NO. EP -7 E t This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation_ This summary applies only to the location this trench CL time of at the of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are ❑ a simplfication of actual conditions encountered. DESCRIPTION Topsoil and Forest Duff Weathered Till 2 Loose to medium dense, damp, reddish brown, SILTY fine SAND, some fine gravel. (SM) Till Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND, little to some fine to coarse gravel, trace cobbles. (SM) 4 5 Becomes very dense and gray. (SM) B 7 8 9 10 Bottom of exploration pit at depot 9 feet No ground water seepage or caving. Elevation 473'. 11 12 13 14 15 16 17 18 19 Evendell Preliminary Pfaff King County, WA Cppm��y AEM S-SOCIATED Logged by_ BWG EARTH Approved by: AMESCIENCES, INC Project No. KE01617A November 2001 __ LOG OF EXPLORATION PIT NO. EP -8 0 a Evendell Preliminary flat z King County, WA a ASSOCIATED Project No. 6tE016i7A Logged by: BWG EARTH Approved by: SCIENCES, INC November 2001 r - u x This log is part of the report prepared by Associated Earth Sciences, Inc. (AES I) for the named project and should be together that for y read with report complete interpretation. This summary applies only to the location of this trench at the fime of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are ❑ a simpifrcation of actual conditions encountered. DESCRIPTION Topsoil and Forest Duff 1 Weathered Till 2 Loose to medium dense, moist, reddish brown, SILTY fine to medium SAND, little fine gravel. (SM) 3 Till Medium dense to dense, wet, mottled gray, SILTY fine to coarse SAND, little to some fine gravel, 4 trace cobbles. (SM) 5 6 Becomes very dense and gray. (SM) 7 8 9 18 Bottom of exploration pit at depth 9 feet Weak ground water seepage from T-6 developed after 112 hour. No caving. Elevation 4M. 11 12 13 14 15 16 17 18 19 0 a Evendell Preliminary flat z King County, WA a ASSOCIATED Project No. 6tE016i7A Logged by: BWG EARTH Approved by: SCIENCES, INC November 2001 r - u x s 0 LOCA OF EXPLORATION PIT NO. EP -9 F This log is part of the reportprepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary appplies only to the location this trench the CL of at time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are o a simplfication of actual conditions encountered. DESCRIPTION Topsoil and f=orest Duff 1 Weathered Till Loose to medium dense, damp, reddish brown, SILTY fine to medium SAND, trace fine gravel. 2 (SM) 3 Till Medium dense to dense, damp, mottled gray, SILTY fine to coarse SAND with fine to coarse gravel, trace cobbles. (SM) 4 5 Grades to very dense and gray. (SM) 6 7 8 9 1 O Bottom of exploration pit at depth 9 feet No ground water seepage or caving. Elevation 482'. 11 12 13 14 15 16 17 18 19 Euendeil Preliminary Plat King County, WA ASSOCIATED Logged by: BWG EARTH Approved by: SCIENCES, INC Project No. KE01617A November 2001 __ LOG OF EXPLORATION, PIT NO. EP -10 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complet: interpretation. This summary applies only to the location of this trench at the CV time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are ❑ a simplficatlon of actual conditions encountered. DESCRIPTION Toasoil a Loose to medium dense, damp, reddish brown, SILTY fine to medium SAND, little fine to coarse 2 gravel. (SM) 3 4 Medium dense to dense, moist, mottled gray, SILTY fine to coarse SAND, some fine to coarse gravel. (SM) 0 7 I Becomes very dense and gray. (SM) N, Bottom of exploration pit at depth 9 feet 1 d No ground water seepage or caving. Elevation 492'. 11 12 13 14 15 16 17 is 19 Everndell Preliminary Plat z Ding County, WA EL Logged by: BWG ASSOCIA` M13 Project No. KE01617A EARTH a Approved by: 4SMSCIENCE—Sw INC November 2009 F U Y LOG OF EXPLORATION PIT NO. EP -11 VU a Evendell Preliminary Plat King County, WA z A'S'SOCIATE® Project No. KE01617A Logged by: BWG EARTH Approved by, 8C11=—NCE8, INC November 2001 Y c.r X This Eog is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be for interpretation. This to the location this trench the read together with that repori complete summary applies only of at time of excavation. 5ubsuriace conditions may change at this location with the passage of time. The data presented are a a simplhcation of actual conditions encountered. DESCRIPTION Topsoil and Grass Weathered Till 1 Loose to medium dense, damp, reddish brown, SILTY fine SAND, little fine to coarse gravel. (SM) 2 3 Till Medium dense to dense, moist, mottled gray, SILTY fine to coarse SAND with fine to coarse gravel, 4 trace cobbles. (SM) 5 Grades to very dense and gray. (SM) 6 7 8 9 10 Bottom of exploration pit at depth 9 feet No ground water seepage or caving. Elevation 488'. 11 12 13 14 15 16 17 18 19 VU a Evendell Preliminary Plat King County, WA z A'S'SOCIATE® Project No. KE01617A Logged by: BWG EARTH Approved by, 8C11=—NCE8, INC November 2001 Y c.r X LOG OF EXPLORATION PIT NO. EP -12 V 1 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for comp�et� interpretation- This summary applies only to the location of this trench at the CL time of excavation. Subsurface conditions may change at this location with the as of time. The data presented are p a simplfication of actual conditions encountered - DESCRIPTION Loose to medium dense, damp, reddish brown, SILTY fine to medium SAND, few fine gravel. (SM) 2 3 Till 4 Medium dense to dense, moist to wet, mottled gray, SILTY fine to coarse SAND, some tine to 5 coarse gravel, trace cobbles. (SM) 6 -t Becomes very dense, wet, and gray. (SM) 7 8 9 10 11 12 4 Bottom of exploration pit at depth 11 feet No ground water seepage or caving. Elevation 48,V. 13 14 15 16 17 18 19 a A-V 0 n Evendeli Preliminary Plat u 0 King County, INS► jll��I�GI�►'TEI® Project No. i4E01617A Logged by: BWG EARTH Approved by: SCIENCES, INC November 2001 a r U Y O O co 1 0) N O N a E p o C -+--j a..� C [0 c :3o Cy C 0 m .i..e C E a) o E c a-+ m (f} c a 'y c LLJ N � N = o�a8 m L � V � c 0 OL G (D ■C +'-6 , q C a m cp Y ,Eo � ro c CV Wo 2 C MI r p� Lo V Cl oo z z IL 9 LO t cr} W U) a c E :2 z V C m J T c Z . x 0 O� d o °r) rn 0 IL N lCDN N O p N N. Q N N N p o x o 0 N N aj n. 0 0 -A 3 > z U Q a C4 .g 0 L o L E z a (L a`) ` u ]]] L IL r` U x 0 O� d o °r) rn 0 IL lCDN N O p N N. Q N N N p o 0 N N aj n. 3 > U Q a ! x 0 O� d o °r) rn 0 IL 601 l coO W E W 0 E (D co N N Ln w � o r r ro Q t• LO N 69169IE9 0 O M O ON O N Q O O Ln O O m m :::;'. 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E 9 C Q E o� o C c � Q m a W cLL ❑ +� O 0 w L5 i� c "may iC fi "c C Q (} N O w 9d E E ? j o CD O m Q 0;_ N m42 ° m o I- W y c O C O o N O Z m f�0 •121oo a LU a c C Co N Z M j v � � `� 3 C. �' d IL Y q c d VJ ❑ z o m z z z w ocy to w LLL d U I� 0- T g N C V � � d N C p CC i 'D ❑ N > $ j uj tY1 � C �❑ a cra U C a c D 10 c ro ai m o E p � a ECD w ii 3 m `o E m +� m C V y c c0 E m — ��Eqq q a CD (D = c mCU SL m E 4' M f0c N Up U L E o_Mr_coo •�ma W •Q 3 a v m E a W rn m� g E c m � Q m a W cLL ❑ +� O 0 w L5 c "may Z fi O c o tv Q (} ID w E E $ $ o 2 m c2� 0;_ N m42 ° m o I- W y c O C O o N O Z m f�0 •121oo a LU a c C Co N Z ro n m j v � � `� 3 C. �' d IL Y q c d VJ ❑ z o m z z z w ocy �+ " LrLr N o � CL x D King County D 2 e artment of Dcvdopment aEnvironmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 To Be Completed by Land Use Inspection Section ❑ within the City of: _ A Plan Change No. 4 pp Plan Change Activity No. �0 5 P Applicant: SBI Developing LLC %Kurt Wilson Engineer & License No.: David Cayton 33713 Core Design Address: PO BOX 73790 Address: 14711 NE 29'h PI Suite 101 PUYALLUF WA 98373 Bellevue, WA 98007 Project Name: Evendell Plat Project No. LO P0016 Site Address: 13606 156th Ave SE Inspect Activity No. L04SI188 On June 10, 2005, the following plan change to the approved plan was: (Feeem endod by DDES) ((required by DES) Re -align or adLust CB 4 and pedestrian walkway so that arating is not located in front of access ramp, Reason for Change/Code Citation: King County Policy dated March 26 2004 Prohibits the placement of grating, storm drains, utility and serer access covers and similar fixtures on rgmps, landings, transitions and portions of the autter within Dedestrian access routes This Plan Change involves: Land Use Projects Only Project is: ❑, recorded E not recorded 1E Roadway Plan & Profile ❑3 Drainage ❑ Traffic ❑ Materials Lab ❑ Platting ❑ Planner ❑ Site Development Services (Grading) ❑ Other: The proposed change does not require engineering review for approval. All changes agreed herein must be shown on the "Final Corrected Plan" drawings prior to construction approval. Inspector Name and Phone (print) GIJeI65— date Developer Representative date � J(ZA�, �A%/bs" S:Forms/current form/Minor Change.Pln.doc 06-27-2002 S0� , DDES King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98455-1219 June 14, 2005 Summ; Applicant: SBI DEVELOPING, LLC KURT WILSON PO BOX 73790 PUYALLUP, WA 98373 253 848 0820 Page 1 of 1 of Charges and Payments Activity Number: L05PCO81 Project Number: L01P0016 Development Number: Permit Type: CHANGE Status: RETIWCI Charges Description Amount Counter Service Fees $102.64 SUB TOTAL CHARGES: $102.64 Payments Description Check # Checklogid Payee Date Entered Amount SUB TOTAL PAYMENTS: $0.00 BALANCE: $1.02.64 The fees shown above represent current charges as of this date and are an estimate based on the information provided to DDES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate In effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 To Be Completed by Land Use Inspection Section ❑ within the City of: NA Plan Change No. 2 p Plan Change Activity No. tZT PC 1 b 6 Project Name: Submittal Information: Project No. Upon completion of the review of the revisions, the reviewer _ shall notify the design engineer: Applicant: SBI Developing LLC % Kurt Wilson Engineer & License No.. Donald Miles 9403 Address: P.O. Box 73790 Address: P.O. Box 40143 Puyallup, WA 98373 Bellevue, WA 9801 Project Name: Evendell Plat Storm Vault Design Project No. L01P0016 _ Site Address: _160th Ave SE and SE136th St Inspect Activity No. L04ST188 On November 24 2004 , the following plan change to the approved plan was: (recommended by DDES) (required by DDES) (requested by applicant) Adjust the configuration of vault to account for exposed wall.. Reason for Change/Code Citation: To allow for the exposure of the south wall of storm water vault. This Plan Change involves: Land Use Projects Only ❑ Roadway Plan & Profile ❑ Drainage Project is: ❑. recorded ✓ not recorded ❑ Traffic ❑ Materials Lab ❑ Platting ❑ Planner ❑ Site Development Services (Grading) ✓ Other: Structural The proposed change requires revised engineering drawings that must be submitted to the Department of Development and Environmental Services for approval: Please call (206) 296-7137 when ready to submit. Design changes must be made by a professional civil engineer registered in the State of Washington. Payment of fees and deposits shall be made at the time of submittal. Each submittal shall include three (3) sets of revised plans highlighted in green with a revision block and a symbol by each revision. The revision block must be dated and initialed by the professional engineer making the revision. A copy of this form will be mailed directly to the design engineer indicated above and shall be included with each submittal. The review will be completed as soon as possible. Approval/denial will be directed to the persons indicated on the top of this form. Tim Cheatum 206-296-7232 11/30/04 Inspector Name and Phone No. date Developer Representative date (pie(Tr,,int) o' Soni r ngineer initi is/da e S;fiorma current form/Design Change.Pln.doc 11-10-04 i �ak 44, err DDE King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98055-1219 November 30, 2004 Summary of S IS NOTA FINAL FEE DETERM]NATION and Payments Page 1 of 1 Applicant: SBI DEVELOPING, LLC Activity Number: L04PCI86 KURT WILSON Project Number: L01P0016 PO BOX 73790 Development Number., PUYALLUP, WA 98373 Permit Type: CHANGE 253 848 0820 Status: PENDING Charges Description Amount Counter Service Fees $205.28 Deposit Based on Est Hrs $1,449.00 SUB TOTAL CHARGES: $1,654.28 Payments Description Check # Checklogid Payee Date Entered Amount SUB TOTAL PAYMENTS: $0.00 BALANCE: $1,654.28 The fees shown above represent current charges as of this date and are an estimate based on the information provided to DDES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. nn* King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 9$055-1219 fax (206) 296-6729 ** CONDITIONS OF PERMIT /APPROVAL ** DATE: 12/ 16/2004 Project No: L04PC186 Location : Evendell Subdivision SE. Renton -Issaquah Rd. (SR900) and 1481h Ave. SE. Concrete Retaining Wall (revised) COMMERCIAL COR. / ORDINANCE 0001 - GENERAL: This correction sheet is an abridged version of code requirements and is a review aid only. It shall not be used in lieu of the Uniform Building Code, Uniform Mechanical Code, Uniform Fire Code, or any King County regulation or state law. Corrections noted below are part of the approved plans and shall remain attached to them at all times. The approval plans and specifications does not permit the violation of any section of the Uniform Building Code, Uniform Mechanical Code, UnifortnFire Code, or any King County regulation or state law. Corrections as indicated below, along with the unchanged information shown on the drawings, must be complied with. In addition, since this correction sheet is a review aid, it shall not be used in lieu of the above mentioned codes, regulations, and laws. Therefore, code compliance with all noted applicable code sections on this correction sheet, as well as other applicable code sections not specifically noted, shall be required. The approved plans shall not be changed, modified, or altered without authorization from the building official. The approved plans are required to be on the job site. Section 106.4, U.B.C. 0348 - SPECIAL INSPECTION: a) Approval of Special Inspection Service shall be obtained from the Land UseServices Division, Development inspection Unit, prior to construction. Section 1701, U.B.C. b) Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit in compliance with Section 1701, U.B.C. c) Provide the following special inspections (to comply with Section 1701, U.B.C. ): 1) Concrete work. 2) Concrete reinforcing steel placing. 0350 - SPECIAL INSPECTION: Provide special inspection by Geotechnical Engineer of Record for compliance withsoil report recommendations. Submit field inspection reports, test lab. reports and final reports to the Land Use Services Division, Development Inspection Unit, in compliance with Section 1701, U.B.C. The following items shall have special inspection: 1) Excavation and foundation subgrade preparation; and soil bearing load capacity confirmation. (3000 PSF) 2) Wall lateral load design soil parameters confirmation. 3) Backfill soil materials selection and compaction. 4) Installation of drainage system behind walls. 0357 - SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation systems must be certified by a special inspection as having been compacted to at least 95% of ASTM D-1557. 0366 - SHOP DRAWING: Engineer of record shall review and approved all shop drawings. An approved copy shall be submitted to the Land Use Services Division, Development Inspection Unit. Section 106.3.4.2, U.B.C. 1) Concrete mix designs. 2) Reinforcing steel. 3) Precast Prestressed concrete planks of the detention tank roof, design and reinforcing details. 4) Structural steel and grating. Ate l z'�f a � L l7e= �A -e(%" f&,(44 9g` f� King County Department of Development and Environmental Services 900 pakesdale Avenue Southwest Renton,' Washington 98055-1219 To Be Completed by Land Use inspection Sed ion 0 within the City of: NA 7SZ1 -bEvEt<oP1tq 3 Plan Change No, Plan Change Activ,,Y No. Upon completion r. r v review of the revisions, the reviewer shall notify the &-%IF-i engineer & Liccnv: Yo. CDRE -DES l 1_ L ISE ?9 T 11 lot Project Name: VF DE L L EIS RL -5- _ Project No. _ L01 FP OO1 k Site Address: 1 6O6 l SST U E . S • _ Inspect Activity No. p On OVEMBEK pO� ,the following plan change to`o approved plan was: (recommended by DDES) (required by DDES)Lrequested by apphcayr, E-f-PRt,vD '66 -0 -PE OF WOR.. ALL2WED u D „ �HA�ED FSC C�, N E E l Y START Aw- Q -SITE 11v( J ex-rLt--&A�D :Lr�1 PRiau l 1vtEt�T 5 r?i`R� l c nl 16GTN A V F— k— D—W AND 5E- ! ,-�T ft i2. n vi Reason for Change/Code Citation: ECd 1 C Lo1V V E!y I C -F O F- -DEV E L- D' `This Plan Change involves: Land Use Projects Only ❑ Roadway Plan & Profile ❑ Drainage Project is: ❑ recorded not recorded Traffic ❑ Materials Lala ❑ Platting ❑ Planner ❑ Site Development Services (Grading) Other: Q EFR—I AICA P -F v I E -W The proposed change requires revised engineering drawings that must be submitted to the Department of Development and Environmental Services for approval: Please call (206) 296-7137 when ready to submit. Design changes must be made by a professional civil engineer registered in the State of Washington. Payment of fees and deposits shall be made at the time of submittal. Each submittal shall include three (3) sets of revised plans highlighted in greed with a revision block and a symbol by each revision. The revision block must be dated and initialed by the professional engineer making the revision. A copy of this form will be mailed directly to the design engineer indicated above and shall be included with each submittal. The review will be completed as soon as possible. Approval/denial will be directed to the persons indicated on the top of this form. TK C1kEPFfO tP, Inspector Name and Phone No. date Developer Representative date (please print) ElxhI dEg-- p11/Z-Z/a+ Senior Engineerl mitialsfdate S:Forms current form/Design Change.Pln.doc 11-10-09 soc 14r:w DDE King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98055-1219 November 30, 2004 5ummary of Page 1 of 1 TRIS IS NOT A FINAL FEE DETERMNATION and Pavments Applicant: SBI DEVELOPING, LLC Activity Number: L04PCI85 KURT WILSON Project Number: L01P0016 PO BOX 73790 Development Number: PUYALLUP, WA 98373 Permit Type: CHANGE 253 848 0820 Status: PENDING Charges Description Counter Service Fees Amount $205.28 Deposit Based on Est Hrs $1,275.12 HOURLY FEE: Engineering Plan Review $173.88 SUB TOTAL CHARGES: $1,654.28 Pavments Description Check # Checklogid Payee Date Entered Amount SUB TOTAL PAYMENTS: $0.00 BALANCE: $1,654.28 The fees shown above represent current charges as of.this date and are an estimate based on the information provided to DDES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. King County Dept. of Development and Environmental Services- Land ervicesLand Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 Fax No. 206-296-6613 or 246-296-7051 FAX COMER SHEET To- IFAX NO.: ' - 2 S ` C} 7/ �3 PHONE NO.: 42 5 7 9 77 Total numbers of pages including this cover sheet: Date: 17poj Time: I( From ke00- � Phone: �� 7°4-f Sender's Name Sender's Phone Permit Name/Number: Go q- 599 s 7 COMMENTS_ P f0"/t 2/� a TIV-1-ul? 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NDN-rIlETAL/C LADDER STEPS (TYP.j 'OUND - STRAPS L J Ex�s LOT -- 5' MIN. �CEILI'U 100- s/s 4-2-�- —Ses- -7ff3 HP Fax Series 900 Plain Paper Fax/Copier Last Fax Fax History Report for KC DDFS LUSD 2052966613 Sep 16 2004 11:29am Date Time I3= l&-ntification Duration Pages 8QjUI Sep 16 11:27am Sent 94258857963 2:15 5 DK Result: OK - black and white fax