Loading...
18217 HOMEVIEW DR.PDFIiiiiiiiiiiiii 11759 18217 HOMEVIEW DR ADDRESS: TAX ACCOUNT/PARCEL NUMBER- 04a ��� 6�010y BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: DETERMINATION: F] Conditional Waiver Ej Study Required F] Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: LATEMP\DSTs\Fonns\Sft=t File Checklist.doc Ij "'0C. 10" k r /'_ r k L -P City of Edmonds, 111T NO: 9834 I PERMIT EXPIRESi 4-904 SIDE SEWER PERMIT Address of Construction: LED # Property Tax Account Parcel No. 06 412 74 000 700 0 0 Attach copies of all access and utility easements Verified and Approved b Owner and/or Contractor: UA1,-.z 11L t—, (I'le-f - H^A,&_A e Contractor License a 14 S' 0 C, Building Permit C— AMA Single Family Invasion into City *Right -of Way: 0 Yes No Multi -Family (No. of Units F� Commercial (No. of Units F� Public *RW Construction Permit # Cross other "Private Property: * E] Yes No )ell "Attach legal description and copy of recorded easement. Owner or contractor signature and acknowledgement statement: By signing for this permit I certify that I have read the'City's public handout entitled Side Sewer Specifications, and shall comply with all City requirements outlined therein. // - -r-- Date 2 CALL DIAL -A -DIG (1-800-4ZO-5555) BEFORE ANY EXCAVATION 2 9 FOR INSPECTION CALL 425-711-0220 extensio 24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REIIJUESTS NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready.YES NO . —Date: ' Initial: Date: f&t#4 Initial: Partial Inspection: tolt fO �W& - ked (,'X'1&Ai e Lowe Partial Inspection: —Date: Initial: FINAL INSPECTION APPROVED: Date: Initial: As -built to Street File: E] t'� PERMIT MUST BE POSTED ON JOB SITE t� White Copy: File Green Copy: Inspector Buff Copy: Applicant L;temp;bldg,forms;ssperTnitjlg4/00 PROPERTY CORNER CITY OF EDMONDS SIDE SEWER AS- BUILT I ADDRESS 18217 HOMEVIEW DR HOMEOWNER CONTRACTOR SCALE I Sound Quality Homes NTS DATE DRAWN PERMIT 4/6/2004 1 13Y K. Haney NO, 9834 w 0 HOMEVIEW DR STREET FILE 611 b" L;/U (a) UKAUt 0 Eo * CITY OF EDMONDS SIDE SEWER AS— BUILT 0 ADDRESS: PERMIT NO, 18216 HOMEVIEW DR ENG20060575 CONTRACTOR: HOMEOWNER: SCALE: MARRIOT GROUP CONST FENTON NTS DATE INSPECTED1 INSPECTED BY: DATE DRAWN: DRAWN BY: 4W. 1890 01/31/2007 J.HAWKINS 8/29/07 J.COLLINS PlIchuck Contractors, Inc Job 4106131458 S4 June 2. 2004 Sheet 1/1 Rob Ingli Rlor'r W W* IM CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 Notes: 1 All sinns and srvicinrl to conform to the MUTCD and City of Edmonds Traffic Control specs. 2. Channelizing devices are 28" traffic cones. 3. All signs are 48" x 48 " B/O unless otherwise specified. 4. Alert affected residents. 5. Work to take place between 9 a.m. And 4 p.m. 6. 1 Nagger will control alternating one way traffic flow. 7. Work area will be 1 4'W of C/L of ly Homeview Dr & 100' N of CIL of 9V Ridge Way. i 700, f/ 7oo, 22' ONE L4 Co 0 ",7;- AN4: ROAD WOR Q: 4 LEGEND 0 28" TRAFFIC CONE WORK AREA TRAFFIC FLOW - 7 A4vw4uz'ew)1k ff. -MIS LGjWM For sw 184 PLO' M PWDAUL A -AWOL w7wrw 4 r A't �rzft it I aw MN d 1!47 M's, Mabil MV76 tc.%,rw4 I-A--,�� -.. 4br-a-01;w %MAv7L lirm-M — im 1 YT840 IM A w"U! iow J960) .1,4 C. 18,9 13 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: wwwxi.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering October 5, 2004 Mr. Richard H. Rostad, President Sound Quality Homes, Inc. 2020 Maltby Road, Suite 7, PMB 407 Bothell, WA 98021 GARY HAAKENSON MAYOR RE: 18217 Homeview Drive, Permit #2003-0205, Driveway Slope Exceeding 14% Dear Mr. Rostad, This is in response to your letter dated September 30, 2004 requesting approval to exceed the maximum allowed driveway slope of 14%. Review of your letter and the elevations of your garage slab and site indicates that an overall driveway slope of 14% over the entire length of your driveway can be achieved, but with localized slopes at various points in the driveway ranging from 13 % to 17%. Your request to exceed a driveway slope of 14%, up to a maximum of 17% at any point along the driveway, is approved. Please call the Engineering Inspection line at 425-771-0220, ext. 1326, to schedule your driveway form inspection, prior to pour. If you have any questions regarding these requirements please feel free to contact Jeanie McConnell at 425-771-0220, ext. 1338. Si AVID K. GEBERT, P.E. City Engineer jm cc: street file permit file #2002-0441 Incorporated August 11, 1890 Sistpr Citu - Hq.kinan Janan Rug 31 04 M30p Sep 30 04 09:15p Rostad 0 nd Qualitv Homes Inc. 206-524-7868 a 42S- -9944 P-1 RECEIVED OCT 0 12004 QEVF1 nP54F; Sound Quality Homes Inc. www.sou.-Ldqualityhor.nes.com !020 Maltby Road Suitc 7 PMB 407, AwAhell. WA, 4)8021 206-941-9460' 9-30-04 Mr. Dave Geberi, City engineer City Of Edmonds Eagincc-ring DiVi3ion 121 5dAvenue North Edmonds. WA 98020 Dear Mr. Gebert, Nease accept this request for a driveway grade waiver for pennit 420030205. Upon 0011-uncricing with thi3 project the datuin Wiuts were established by a liccnscd, bonded surveyor- These datum Points Were exclusively used through transit and laser throughout the Proitxt to establish foundation grades and house placement, The ffaming i nspcctor viewed the grade from daturn point and found it to be corrout and the inspection was passed. The driveway grade was established by transit and laser from the gamgc slab to the lowest point of the driveway where it intersects with the strect Using typical ri.sc and nm methods for establishing percentage we found the grade was 14% which was consistent with plan requirements. Yet the method used by Jeanie McConnell, a two -foot level with an angle -finding device, found that the driveway grade was varied from 13% to 16%. While Ms. McConnell felt this gradc was acceptable, she could not approve the grade it exceeded the 14% specification stated in the plan and recommended that we write this waiver request. Richard I I. Rostad President P. I SERVICES 5e4" "44 3: Ljj 5 bi :_5 0 F .1 () f Eo.&,_ 18217 WIRSBO PIPE TO 2' OUTSIDE BLDG; CITY OF EDMONDS WATERLINE AS -BUILT ADDRESS HOMEOWNER 18217 Homeview Drive Rostad CONTRACTOR SCALE NTS DATE DRAWN WATERLINE 6-10-2004 BY K. Haney NO. 2003-0205, STANDARDPRAINAGE DETENTION SYSTEM WORKSHEET IMPERVIOUS AREA 300 ro 502 EL rmsHED CAW BY: PHOM: Z Z1//-S74/iCQ DATE: . I q.L-Z 00 -Z_ *DESIGN DA.TA PIPE DIA. PIPE LG Ll OMNTION PIK LENGTH .5Z TO 1% SLOPE '201 _D14 F-A57 -8--If -.1M _.T_ ORIFIC.E 1kA%ffW&% W CONC = cot RISER I N 2NIN. UPPER CATCH BASIN '/.y 4 AP'CRWICE CONTROL CATCH BASIN SYSTEM CROSS SECTION Z'XrX6'.J)EEP, 4-6' SPALLS OR EOUAL FROM CONTROL CS rX L"X 3' DEEP, 3/4' CRUSHED ROCK RECEIVED DEC I PERMIT COUNTER L" ww ountr RUNOFF SPREADER. TRENCH FOOMG DR"NS SHAM NOT -BE COAWECMD 71.9 DETENTION S=M N072?S.- 1. Call Engineering Division Cnl-=) for a tightline and detention. system inspection' beibre badWilling and for final inspections. APPROVED BY 2� Responsibility fbr operation and maintenance of drainage systems an private property is the ibility of the property owner. Matedd accumulated in do-storap pipe must be nushed sesponst out and removed fiom the eatch.basins to allow proper operation. lUoutlet=ftolonfice DATE IN cc C-4 LLI C:l ir 16 X0, �9/0 - m s(p o rIA PLANNING DATA NAME: V=,C2 DATE: L 2: 2:;Z 0--'�— SITE ADDkESS: J'532-1-7 V) eAA/ -P�;7 PLAN CH PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?: (Yes / No) MAP PAGE: 5�5-7 CORNER LOT: ffui� FLAG LOT: mems —/c ZONING:- 12-�CRITICAL AREAS DETERI�IINAT19N #:.02--7-- 16(p �1� d Re �uired: Waiver Conditional Waiver SEPA DETERMINATION: Ll Fee Ll Checklist Ll APO list wl notarized form U (Needed for 500cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ��"mpt ' L—' too . SETBACKS: Required Setbacks: Street: Left Side: /0 Right Side: Rear: Actual Setbacks: . / Street- &0 Left Side: Right Side:_ 10 Rear:3q Street map checked for additional setback required? (Yes No I DNA) TACHED STRUCTURES: CKERIES: INCESITRELLISES: .��Y WINDOWS/ PROJECTING MODULATION: (5 IRS/DECKS: PARKING: Required:.Y— Actual:�2— LOT AREA: 11.* LOT COVEKAUL: Calculations: BUILDING HEIGHT: Datum Point:-IOV OP69n(Y�- Valaturn Elevation: Maximum Ajl"d: I I25".15-qL-)151 —ActualHeight: A.D.U. CREATEM SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Ye�s OTHER: Plan Review NewBPPlanningDataFonn.DOC a ve, Critical Areas Checklist CA File No:. D Site Information (soils/ topography/hy&ology/ vegetation) 1. Site Address/ Location: 2. Property Tax Account Number: -,00,q -2 176 (�O QJQQ2 3. Approximate Site Size (acres or square feet)] I I , , 0 4. Is this site currently developed? _ yes, <o. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal . distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing w ater: Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? . 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? 4 Z-0- Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn,,s bs etc) 11. Obvious wetland is present on -site: k", u. "U, 7�x �M . nO' X WOR11i"Al ir v A N --2 -,V�g ide'hoeiWiliji awa?' NN M� 3, MW 41.r I I�j �A ,R wed, R Critical Areas CheddisLdoc/3.19.2001 . I. I I : . � City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 -,;. 107 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). City Receipt#: 6Z63 60 Critical Areas File M Critical Areas Checklist Fee: $45.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vi cinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. in addition, the applicant shaR include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release� indemnify, defend and hold the City of Edmonds harn-dess from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or -part upon false, misleading, inaccurate or incomplete information flu mished by the applicant, his/her/its agents o r employees. By my signature, I certify'lthat the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to fi s 1plic ' n e behalf of the owner as listed below. 00, 0 SIGNATURE OF APPLIcANT/AGEN DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of 'inspection and posting attendant to this application. SIGNATURE OF OWNER rp DATE.1d /' -2- /0/2— PLF:AbF- PRINT ULEARLY Owner-//AApDpflcant- 1�7� E2" f s-, - Nam e g ags—_ Street Address 401- ,ty State Zip Telephone: 0 — I 711—P411<0 A If !ant Re DD C presen;ativq: cv Y Na -me Street Address city State zip Telephone: E-111 - Email address (optional CJd,,6..aVpEmai1 Address (optional): Y PIZ 14 Critical Areas Checklist.doc/3.19.2001 City of Edmonds Critical Areas Determination Applicant: I Rich Rostad Determination #: I CA-02-16 Project Name: Permit Number: Site Location: 18217 Homeview Dr. Property Tax Acct M 00 4776 000 700 0 1 . I Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site, it was found that the site has some potential for steep slopes on portions of the property and/or adjacent to the property pursuant to Chapter 20. 1 5B of the Edmonds Community Development Code (ECDC). Based on these findings, prior to submission of any development permit, you will be required satisfy the requirements of ECDC 20.15B by completing the following: Steep Slope Hazard Area Delineation Requirements: To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a Licensed Land Surveyor delineating Steep Slope Hazard Areas must be completed. The topographic survey May confirm the need for further study or it may indicate that there are no steep slopes on the Property. In any case, a slope of 40% or more with at least 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50-foot buffer is required from both the top and toe of the slope. A 15- foot building setback is required from the 50-foot buffer. For development of any kind which is proposed within the critical area, 50-foot buffer or 15-foot buffer setback, it must be shown that the development will not adversely impact the Critical Area or its buffer, by doing one or possibly both of the following depending on the outcome of the study: I . For development proposals which will occur within the'50-foot buffer, but no closer than 10 feet from the top or toe of the slope, the 5 0-foot buffer requirement may be reduced to 10 feet if a study is completed by a licensedgeologist or -geotechnical engineer which clearly demonstrates that the proposed buffer alteration will have no adverse impact upon the site, the public or any private party. All Critical Area Studies, except those done by a licensed geotechnical engineer, must be completed under a three party contract where the City hires the professional required, and the applicant pays for the study (pursuant to ECDC Section 20-15B.140). 2. If development must occur within the critical area, buffer, and/or buffer setback, and is' not identified as an exception per ECDC Chapter 20. 1 5B, a Reasonable Use Exception, or a Steep Slope Exemption must be applied for and obtained pursuant to ECDC 20.15B.170A and 20.15B.040C. If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Areas or its buffers, a conditional waiver may be issued on a project by project basis. Name 10 Signature Date 2 A 47 City of Edmonds Permit NoLZAnn+ RIGHT-OF-WAY'CONSTRUCTION PERMIT IssueDate: CA Add.ress, or Vicinity of Construction: J 6DB. ��T of 'Work (be specific):. L T . ) 0 +Ionu_ u i e (a.) 4 In LO I lu� 0 Contact: Q I CA— �-Confitactor: MailingAddms�' /'B'50 s� Phone: Q 0 (o - -t(iP�IaSl _PJ LC f-1 C L )0/, 11) 14 State License #: Liability Insurance: Bond: $ City Business License #: D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E F_� Commercial Subdivision City Project El EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) Multi -Family Single Family E] Other. INSPECTOR: t I F. PAVEMENT CUT: YES NO G. SIZE OF CUT x CONCRETE CUT: YES NO G. El Mail Approved Permit F-1 Call for Pickup APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands by hislher,. signature to this application helshe holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. f -7 CityLglilatt(d)ns as required by the City Engineer. Every + Traffic control and public safety shall be in accordance wite-1. flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. * Restoration is to be in accordance with City codes. All street -cut trench work shall be.patched with asphalt -or City - approved material prior to the end of the workday — NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA TI MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS Signature: Q_ 1(_?�z O'k x Date: /,3/0 (Contractor or Agent) REQUIRED INSPECTIONS: 4tffi(_ (ON-ML -X�i N Pt L_ Call 425- 771-0220, Ext. 1326for a 24*-hour voice-r corded inspection request line. . 1�z A FINAL APPROVAL OF PERMITTED WORK: , :i` DATEi. aul-) In;pector's Signature ?!, I -'A NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE C:\Docu�nnents and SettingsTurtisNy Documents\Fonyis\Engnrng\ROWpermit_.doc Revised 10/01/03 P, City of Edmonds ermit, No:qV5 RIGHT-OF-IWAY CONSTRUCTION PERMIT issue Diate:.,�j t A Address or Vicinity of Construction: (P)2A-] B. Type of Work (be specific): jk-Tt�AM4 6VWNY?__CTL0W�> C Contractor: A-J 'Contact: P f J pls)�J Mailing Address:23:gl Phone: —P-140 State License #:_S'0Q1yA1E10c Liability Insurance: Bond: $ D. Building Permit # (if applicable): Wh -M 65 Side Sewer Permit # (i . f applicable): E. F� Commercial El Subdivision El City Project E] EUC (PUD, VERIZON, PSE, AT& T, OVWD) Fj Multi -Family Single Family El Other INSPECTOR: 's W"&W—U, taw—gle=T F. PAVEMENT CUT: El YES 0 NO lk. SIZE Ot CUT x CONCRETE CUT: F1 YES El NO INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless ftom injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of. its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOW[NG THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 99LL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT W1LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. * Traffic control and public safety shall be in accordance with City regulatiohg as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and'must have- certification verifying completion of the required training in their possession. * Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA T I MUS ��K THE PINK COP HE PERMIT A VAILABLE ON SITE A TALL. TIMES FOR INSPECTIONS I OF T or Agent) FOR CITY USE ONLY Approved by:. 11 0MMq--_LL. Time Authorized: Void After Special Condi tions: a!EE929m; AVLWS AMZ -TO Date: Right-of-way Fee: + Disruption Fee/Fufid 111: Restoration Fee:, Total Fee: —15'-- Receipt No: IW,& Z Issued by: ��Wh UPON COMPLETION OF PERMI!-T1ft`D*6RK;A._N' ENG'NEERING FfN'AL INSPECTION IS REQUIRED PER CHAPTE 1 OOFTHEEDMONDS COMMUNITY DEVELOPMENT CO E 5- 1-0220,.Ext. 1326) FINAL APPROVAL OFPERMITTED WORK.o X, DATE: ,�ector's Signature For inspection requirements see Engineering Inspection Information handout. - - . .... .. . ..... .. NO WOIZK SUIALI- 1HJ;1N I)IZ101Z TO I)EIZMIT ISSLJANCE D:\My Documents\Forms\Engnmg\ROWpermit—.doc Isar - p" DMENTION PIPE. LEWTH LOCKM LID XTYPICAL) G! HINIMM dp� TIGHMX 0#41 0 oft is . _. . ­ - I - ­ P-A . pd. ;EZ&UlWft� Or .CONC malt RISER Q > lro'o 3% TO IX SLOPE ffl2q`oD14- 'I N t, F-7 C, 1, -rVoF r Too' 80if o log -OUTLET CONTROL OU% ET MINe r_ a TYPE T_ IFICE UPPER.CATCH BASIN ell CONTROL CATCH BASIN SYSTEM CROSS SECTION RECEIVED DEC 18 2002 PERMIT COUNTER i CITY COPY 0 om - LU .-j LL. LLJ uj , 41, tAc -*-,� ----------- - pelr- . r'> e- , ZONE SETBACKS: FRONT -- SIDE /0/ REAR OTHER HEIGHT APPROVED BY PLANNING APPROVED BY PLANNING St STREET FILE MOV 1 3 2002 BUILDING DEPT. 61�cp- 601Z ����WW5 RECEIVED JANAJ 2010 PERMIT COUNTER 11ECEIVED NOV 13 2002 BUILDING DEPT. STREET FILE r% AFFROVED AS Nv I t NELO S1Z>EWAL1-', A_f_'_*__CD&E- or - BY ENGINEERING F-11, %_ I Of-Tt_H -INS7-ACk ]V' Co�,I./F_Rf Sf-EV-1, PIPr- STREET FILE AS* P� _jD G R iN D aE' XM PEP E TIGHTLINE ACCEPTABL FOOTING DRAINS NOT�fi "11 noted on the plan, 12" steel pipe will be installed to MATERIAL 1 00 S N s TO BE TIED INTO construct a culvert. The detentio n' system however, SDR 35 .­.R(�_(i z ib c) sq-, F-T, is shown to be releasing to the ditch. A catch basin will be required where the detention system outfall DETENTION SYSTEM --PC> ... SCH 40 k) connects into the new culveTt pipe. You will also be required to tie into the existing cu . lvert 'pe on either _ �'b 9 t EWA-Y S bo SI_ CA% - I N - 12 0? pi side of the property- : - _., . - F81 0 HANCOR RL + -&P'6 - _R I — N L_R 5'ED4 C K TC; STRUCTION PERM —JIDILME N T1.0 X -SYS 71ff M 51GHT-OF-WAY CON 10 #A r- I e AND INSPECTION REQUIRED ------- VQW-M J e7 PIPE' WATER & SEWER INSPECTIONS REQ'D. I ov� CALL 425-771-0220 EXT. 1326 < )N� CIG & SIDEWALK FORM INSPECTIONS REQUIRED 1:5100aLf— -TO ISE- LWA-Tsb %V ow- CgAcqvAL U14f, _X ---------- T-612, b.dfws IS_ - (6008 ......... .. js- - - _0_ - Ald,�_ �1- Ale-W V `DA-7UAf PT - CAI ntep__ 1Y) f k_e�. _5-c Ica- riveway Slo' P 14% allowable grade 12' = 1333% 90, -RR-6-F>6_5!LD ROCKERY �rop Fj_ - aJoTrom EL. Sal I 4� LACTOR.IS RESPONSIBLE CONTROL AND DAMAGE HAR 2, - j PERMY COUNTE11 Finished Floor Elevation�*'-'�'�, Top of Main Floor Elv: 52 4,63 Basement Top of slab Elv: 5 Footing Elv: Elv: 511 cacv� tf0ivCP\F_T7E_ wD Co a -A I "- ,4.1 W,,I% 14)"s C� Utz I"