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17103 76TH AVE W.PDFIIIIIIIIIIII 6190 17103 76TH AVE W CITY OF EDMONDS PUBLIC WORKS DEPARTMENT - 7110 — 210TH ST. S.W. - EDMONDS, WA 98026 (425) 771-0235 - FAX (425) 744-6057 - E-MAIL: k1ein@ci.edrnonds.wa.us .(PC. 189" WEB SITE: www.d.edmondsma.us January 30, 2004 Karen Myers 17103-76 1h Ave. W. Edmonds, WA 98026 Re: Neighborhood Drainage System Dear Resident: GARY HAAKENSON MAYOR The City has reviewed your concerns about the drainage pipeline adjacent to your respective properties. The drainage pipeline in question is located on private property and within a City utility easement granted to the City for the installation, operationl- and maintenance of a sanitary and/or storm sewer. Even though the drainage pipeline (which could be considered also a storm sewer) is within the utility easement granted to the City, I find that the drainage pipeline is privately owned based on the following information: 1 . When the sanitary sewer was constructed in 1969 by a local improvement district (L.I.D.), City records show that a drainage pipeline did not exist at the time and that only a sanitary sewer pipeline was constructed by the City as part of the L.I.D. The City drawing does show that a small creek ran down the hillside parallel to the sanitary sewer beginning approximately 440 feet east of 76 1h Avenue West. 2. The existing drainage pipe carries primarily groundwater along with surface runoff from one of the adjoining properties. The pipeline does not carry any stormwater runoff from public streets. 3. 1 find no records in the city files showing that the city constructed this pipeline; or, that a developer constructed and deeded the pipeline to the City; or, a drawing depicting this pipeline as a City drainage pipe. Please be aware When infrastructure improvements are made by private parties with the intention that they be accepted by the City, aformal dedication process is required. 4. No general benefit to the public exists from existence of this drainage pipeline. Benefits exist exclusively to the adjoining property owners since the pipeline conveys -groundwater from a localized area of private property on the hillside and serves as a point of connection for one residential property, as can best be determined by City field investigations and records. Therefore, the City considers this drainage pipeline to be private and the maintenance r �-er,�efif f r-rr of rround,tlnter cr property. Unless someone can provide other records which indicate that the City owns the Incorporated August 11, 1890 Sister City - Hekinan, Japan Neighborhood Drainage System January 30, 2004 Page 2 drainage pipeline, the ownership and maintenance remains with the property owners who benefit from this drainage pipeline. This situation is analogous to a private roadway which provides a benefit of access to a limited number of property owners. Please note that City records show that this is the natural drainage course for the properties that are adjacent to the pipeline. Thus, properties that subsequently developed have an inherent right of connection as long as either the rate of stormwater/runoff from the property does not increase from the predevelopment runoff rate; or adequate downstream conveyance capacity is provided. Lastly, if any excavation work is planned to repair or modify the existing drainage system, - please notify the City Development Services Department prior to starting the work so that they can be advised of the work and determine whether a City permit is required. Please contact my office if you have any further information or questions regarding the matter. Sincerely, r�x t Noel F. Miller, P.E. Public Works Director NM/lk cc: Duane Bowman, Development Services Scott Snyder, City Attorney Street Address Files: 17029-76 Ih Ave. W. 17103-76 Ih Ave. W. 17020-74 th Ave. W. 7529-172 nd St. SW Wardata%dawkNeighborhood Drainage System - 2004 OTY of EDMONDS. .-S I D E* �S-E-.Wt.R'.'`TE'.R M I T For Inspection Call 771-3202 PERMITJ.NO.-:, 8 T 'N'SE-0 g pi F I L E Address of Construction: e—P _k PropertyLegal Description (Include all.easements): Owner and/or Builder: /Izer Contractor & License No: Single Family Res idence Ye 7,-Crtm? d Multi-FamilY (No. of Units YNNWOOD LINE Commercial (No. of fixture Units invasion into, City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -'Call -Center (1-800-424-5555) before an y excavation.) Cros's other Private Property: N'o 'Yes (If Yes, easement required, attach legal description -and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK RECEIVED AUG $1988 I certify that'I have -read and shall comply PUBLIC WO RKS P. 77 Tate with the items -listed on the'badk. ;,11A11 111AI Fori%oro"i Permit.Fee: Issued By: _17.p(c Trunk Charge: ZS. 00 bate Issued: Assessment Fee: Receipt No.: Partial.-Insoection: Final Inspec,tion: Comments Approved:. Date Initial Date Initial C . 0 Rejected: CD Reasod —T—nitial _pTte �IERMIT MUST BE POSTED ON JOB SITE Wh.ite Copy File Green.Co.py - tIn'spector Buff Copy Applicant. The City of Edmonds Side Sewer Drawing EASEMENT NO - -------------------------------------------- 0 NEW CONSTRUCTION REPAIRS F� LID NO - ------ ----------- ASMT. NO - -------------- 'OWNER ---------------------- t4k k3L-S- --------------------------------------------------------------------------- CONTRACTOR --- ------- ---------------------------- PERMIT NO. (D-71.8-S JOB ADDRESS A-77 --- -7te r%4 NIL) . ................................................... LEGAL DESCRIPTION: LOT NO - ------------ ----------------------- BLOCK NO - ------------------------------------ Li f I iz NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- ., �Z P Vc- Cj c, 3 I -I (-, -r A A-v c-- k/\[ - - — 4 PWW-0001-11/75(REV.11/78) ILYNNWOOD 0 C-A-:Va F !!I 9�� Approved: ............. By ............. DATE7 ...... I ----- & ............ ........................................... '76 '0 ^vc 76 04vz. W. Yflo - . J 7SID = 7526 f" 70.11 4 1 75, -FT, Q 02 11.5 7312 4 "is -7.fJ.9 7432 20 7421 7-W 7,92F 7416 7411 Noe .*a Z 7 7414 T424 712, 7410 7417 4'. 7,100 el 740d 1#07 7403 7412 71 Is 7215 77" 7,90j 7407 W. 7411 A 74 732P — -1 73801, 30 7321 V 747/ p 731, '7317 '1110 772 7320 77/4 plir ri cp 73 A& PL — 7312. 7714 cA 7319 7310 7" 77/1' 4 Q. 77/ir 73)1 m 730 7309 7300 l"7 7FOO xv 6 ml . 7301 7228 722P 7704 7m 73YrOS M 7ZOS 72/9 C4 0 1 4 -4 70, IE 2f. 0 L16 72 A owl A a 5 9 -4 rum % 7/257 'Zi lIt, 71ti 1/27 Wit 7tog 7110 B 04, 71-2 T " I'll, t! or :it I s— I'm 7113- 1 -4 ?jot 7082. 702 7077 vi %ft , � 1 lCo4 Io7 -iio(p p n to 7 7W 7103 70fir WS? 706 —S 7011 lott J7013 707L 701, 'a-4 7104 70t+ -7OL7 -�o 1-9 -70LS 7026 7025 011 7023 "701(o J K -70lq 76W -=6 1011 -7oi4. -70 1, 7019 7dl7 44 loop 7008 7oi# 1013 1013 '7005 '-7vi 1 PL 700S 1.920 7010 .-0, 700 t -100 7003 69V 24 49/8 691T 691Z Ito, a 4914 0 rJ a To 1 609 AVIE W. Y V 6906 �4 6 30 sots I I cm ------ � to 6930 490 ro S — 1 1-4 is A 4101 ic 690C rpr A W. q I p rV I PL '0 pl-C VIEW 6ST-m 1716" 1 pO 1.�e 1. Jr IF, Tr6;7,.zsg 1 Z16 -N.,F-6 cn m 0 00 4 z M04 NOTICE TO PERMITTEE AND/011 OWNER El P��RT AL APPROVAL ,_,Z�LATION 1:1 -CORRECTIONS REQUIRED PERMIT NUMBER JOB ADDRESS NO PERMIT — STOP WORK — REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH BUILDING LAWS. CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT — STOP -WORK. MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT. STOP WORK — UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. WORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED. CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT. RECALL�FOR INSPECTION. THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAY BE APPLIED. FOR INSPECTIONS CALL: 771-3202. BUILDING DIV. PUBLIC WORKS CITY OF DATE FIRE DEPT. EDMONDS Date Sent to Engineering ENGINEERING APPROVAL FOR OCCUPANCY MEMO TO: Permit Coor. Bu-i 1 din FROM: Dan Smith Engineering Inspector DATE: SUBJECT ADDRESS:,/ ki /16) SUBJECT NAME: A��14 PERMIT# I. F-1 PERMIT APPROVED FOR FINAL II-F] PERMIT NOT APPROVED FOR FINAL Requi rements: z 1. 71� 2. 3. 1� n /flo 4. 9q, 6,31b's E ERMIT ZONE ER ON CITY OF EDN14' DS',%,... CONSTRUCTION PERMIT APPLICATION JOB AIJUHt6Z> W'*4k �W_S�r_ NAME (OR NAME OF BUSINESS) I �Do �__ P LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NO. _J U MAILING ADDRESS Z 0� 0. :��0_fl CITY --I TELEPHONE NUMBER -Z PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP! mAwov�) EXISTING REQUIRED DEDICATION NAME PROPOSED RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0 Z cc LU LU LU ADDRESS.' STREET USE PERMIT REQUIRED D. Z 0 k SEE ENGINEERING MEMO DATED I _ Z Lu. CITY TELEPHONE NUMBER S— -C REMARKS NAME �9_e Z_ 12 2 4 Db ADDRESS t f fl mo e e w- w6 �,; 70 V 0 0 -7z�� ___TTELEPHON MET Ea -SIZE BUILDING JYPPLY SIZE FIXTURE UNITS a: CITY E NUMBER Z 0, 0 REMARKS 3: STATE ICENSE NUMBER. f 'D gkIp G \_ ? \4 Z: �;z 3 T-A SIGN AREA ENV. REVIEW ADB NO. Legal Description of Property - include all easements PROPOSED COMPLETE EXEMPT (show below or attach four copies) SHORELINE# Z LD CL ir rj VARIANCE OR CU PLANNING REYIEW BY DAT LU YARDS HEIGHT ILOT 2MGE 0 T= Z " LU FRONT SIDE REAR REMARKS a. M"NEw D"RESIDENTIAL El PLUMBING 0 ADD/ALTER 1:1 COMMERCIAL MECHANICAL ElREPAIR El AETAINING WALL SIGN EXCAVATE FENCE 1:1 El CHECKED BY TYPE OF CONSTRUCTION 11,716- CODE HEIGHT DEMOLISH OR FILL x _FT) WTA X__/V 2,S1 PRE -MOVE INSP./ swim El REMODEL COMPLIANCE. INSP. POOL SPECIAL INSPECTOR AREA OCCUPANCY GROUP OCCUPANT REQUIRED I I LOAD WOOD STOVE I Ej INSERT F-1 APT.BLDG E� RENEWAL 0 YES I REMARKS PROGRESS' INSPECTIONS PkR U13C 305 CL 0) LU NUMBER OF STORIES OF 74"&_ zlvsm aw I?fb PW I&IM 6Y 694f 0 — [NUMBER DWELLING UNITS 'FOUPA-TO PUA-A �W&O)MtM_ (;- 11,6c�- - NATURE OF WORK TO'BE DONE (ATTACH PLOT PLAN) T\A VALUATION FEE PLAN CHECK FEE -0-* 7 BUILDING PLUMBING __3 3 - MECHANICAL 7 GRADI.NGIFILL This Permit covers work10 be done on private property ONLY Any construction on the public domain (curbs,,sidewplks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Pe[mit Limit .1 Year - Provided Work is Started,With'in 180 Days ENERGYCODE. "Applicant, on behalf df hi� or her spouse, heirs, assigns and (n successors in interest, agrees to indemnify, defend and hold 'Wn harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of a: < :E whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of. this permit shall not be deemed to PLAN CHECK DEPOSIT —�00- 00 09s;ry a 0 modify,. waive or reduce any requirement of any city ordinance TiFlIl- nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." /// I hereby acknowledge that I have read this application; that the information given. is correct; and that I am the owner, gr the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and state laws regulating construction; and in doing the w6rWauthoriz- THIS PERMI . T AUTHORIZES application is not a permit until ed thereby, no person. will be employed in violation of the Labor ONLY THE signed by the Building Official or his Code of the State otWashington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion, Insurance. I NSPECTION acknowledged in space provided. SIGNATURE (OWNER OR AGENT)- DATE IGNED DEPARTMENT CITY OF OFFICI RE DATE FFICIAL' IrG�rb L Y0 EDMONDS ATTENTION 771-3202 RELErSED BY: DATE .2/, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE "Ka UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspec A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 4t7 I&a&# J2 gh TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences November 15, 1988 Project No. T-881 Mr. Brent Campbell Dolphin Homes, Inc. P. 0. Box 2208 Lynnwood, Washington 98036 Subject: Geotechnical Evaluation Proposed Single Family Residence Lot 1, Tighe Short Plat V,"17107 - 76th Avenue W. Edmonds, Washington Dear Mr. Campbell: Following your request, an engineering geologist from our office made several site visits to the subject lot just south of the Meadowdale area in Edmonds, Washington. The purpose of our site work was to evaluate the exposed subgrade conditions and to explore the subsurface soils in order to prepare recommendations for foundation design and construction. The scope of our work involved making an initial site evaluation and the subsequent excavation of several test pits around the proposed house area. Our initial site visit was made on November 8, 1988. At that time, the house excavation varied from an at -grade condition along the west side to an approximately four to seven foot cut along the upper east side of the proposed residence. Foundation forms were in - place on the saturated subgrade on that date. Based on this initial examination, it appeared that the building pad was underlain by some miscellaneous fills and coluvium from upslope areas. We observed that seepage flowing down the slope had been channeled into several rock -lined ditches going around the proposed house pad area. Some additional seepage was entering the excavation along the toe of the four to six foot deep cut in the uphill side of the excavation. Following our initial site visit, we recommended that test pits be excavated around the proposed, house area to define the subsurface soil conditions. .1 ; 15301 N.E. 90th Street e Redmond, Washington 98052 0 Phone (206) 881-5570 0 FAX No. 869-9173 Mailing Address: P.O. Box 3338 * Redmond, Washington 98073 Mr. Brent Campbell November 15, 1988 On November 10, 1988, a backhoe was utilized to excavate four test pits around the building pad ar " ea. Based on these test pit observations, we observed that some loose organic fill and "slope wash" colluvium was present beneath the western part of the pad. No fill or organic soils were observed under the east edge of the existing excavation. This area is underlain by firm clean to silty sands. However, some loose soils and organics were observed under the west edge of the house. The depth of these unsuitable soils varied from about two feet in the southwest corner up to about 5.5 feet at the northwest corner of the house. Soils in the northwest corner varied from silty sands to organic rich sandy layers which may be somewhat compressible. Based on these conditions, we recommend the following foundation alternatives. Foundations will need to be extended below the somewhat compressible scattered organic horizons observed under the west side of the house in our test pits. Several alternative foundation construction procedures are possible. Foundations may be "trenched" down through the organic layers to a depth of 2 to 5.5 feet along the west side and be backfilled with "lean" concrete mix. These excavations should be a minimum of 12 inches wide and should be "stepped" down along the fill/colluvium contact with the firm underlying native soils. Alternatively, the entire subgrade or footing areas may be overexcavated and replaced with washed rock or clean quarry rock as needed. These excavations may be made beneath all footings and should be extended laterally a distance equal to one-half of the depth of the over -excavation required. The over -excavation should extend beyond both sides of the footing. For a four foot deep over -excavation below grade, a total minimum trench width of about five feet would be needed prior to backfilling with clean gravel. Alternatively, the entire wedge of unsuitable organic soil under the western house area can be removed and footings can then bear on the resulting grade. Foundations based on the firm native soils present beneath the pad area or on the trenches backfilled with structural fill or lean concrete as described above may be designed for an allowable bearing capacity of 2,000 pounds per square foot. Settlements induced by this building load should be relatively minimal and should not exceed approximately 1/4 inch differently. An adequate drainage system will need to be provided around the house to protect it from surface and subsurface water flows from upslope areas. Seepage was observed at the proposed crawl space level during both site visits. The seepage will need to be collected on the uphill side of the house and channeled to appropriate discharge facilities so as not to create a condition of ponded water in the crawl space level. Any lower level retaining walls will need to be provided with, a drainage blanket adjacent to the wall which is connected to a footing drain around the wall footing. The surface grade around the house should be sloped back so that water flows away from the structure. Project No. T-881 Page No. 2 Mr. Brent Campbell November 15, 1988 We recommend that all footing excavations be examined by us to determine that adequate bearing capacity is available for the foundations. We hope that this letter provides you with the information you need so that you may continue with foundation construction. If you have any questions regarding our findings, please contact us. Sincerely yours, TERRA ASSOCIATES, INC. Ei U oil V� AS A -nil Butail, P. P i t resident 44 PKB/AB:pm 0 A% 1.2 --�.'ONAI- Project No. T-881 Page No. 3 PERMIT,ROUTING REVIEW FORM Owner Address 7111 7,� ROUTED TO PLANNING Additional information required: Info Received IfeC6,14-d ICAgCk 411 C,4,,,,.�- /;, -eod-,-d t,-Ikt i_t4Wter 16oX 2. 3. Ae"'V_tz (CJ�J g [�q 4. BACK TO BLDG ?IZI ROUTED TO ENGINE ERING_ 112-1 Info Received Additional information required: 1. 2. 3. 4. BACK TO BLDG. �120 TO STRUCTURAL PLAN CHECK RETURNED -112 5- j(,0,1 Y-S AW ADDITIONAL INFO REQUIRED AND RESUBMITTED -Z5 q128 ROUTED BACK FOR RECHECK RETURNED NON-STRUCTURAL RE COMPLETE RTG VIEW PLANNING REVIEW TIME YORKING DAYS ENGINEERING REVIEW TIME D -WORKING DAYS BUILDING REVIEW TIME WORKING DAYS TOTAL REVIEW TIME WORKING DAYS DATE PERMIT ISSUED PERMIT NUMBER I DATE: MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS: -inel //(P 7# 41145� 611-1 OWNER: After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm WEEKENDS/HOLIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5)* Water and sewer lines to be separated by 10 foot minimum. 6) Driveway must be paved a minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 9) Builder/Owner responsible for containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials. Contractor responsible for dust control. 12) Inspection required on drainage system, catch basin installation, driveways, and sidewalks. A final engineering inspecti-orf--is, required prior to the building division granting occupancy. CITY OF EDMONDS 250 - 51h AVE N. - EDMONDS, WA 98020 - (2061 771 3202 COMMUNITY SERVICES: 9 0 . 19 9 - Public VVorKS 0 Planning 0 rarKs and necreation * Engineering April 12, 1989 LARRY S. NALIGHTEN MAYOR PETER E. HAHN DIRECTOR Dolphin Homes Post Office Box 2208 Lynnwood, Washington 98036 RE: 17103 76th Avenue West Lot #2 Permit Application SF Residence Please be advised the permit application for the subject residence expires May 18, 1989; plan check fees of $347.00 are due immediately for plan check services rendered. If you have any questions contact the building division at 771-3202. Thank you, 6 �ea 4nn i tn Permit Coordinator 0 Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan 0 Lom- 41= MEMO?, WWI tjs MIS.3z+jll,50+ la.55+ 1202 + vs, 1pi V14214, �P>*Tv % 4 s (s � tAt,* DATE: MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS: ZZ�q //(, 7# 64-11 OWNER: After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm WEEKENDS/HOLIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines to be separated by 10 foot minimum. 6) Driveway must be paved a minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 9) Builder/Owner responsible for containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials. Contractor responsible for dust control. 12) Inspection required on drainage system, catch basin installation, driveways, and sidewalks. A final engineering inspection is required prior to the building division granting occupancy. CITY OF EDMONDS COMMUNITY SERVICES DEPARTMENT BUILDING DIVISION SINGLE FAMILY RESIDENTIAL PLAN CHECK DATE CHECKED BY DESCRIPTION ADDRESS ARCHITECT, CONTRACTOR OR OWNER TELEPHONE VALUATION AND FEES DESCRIPTION AREA EST. VALUE PER SQ. FT. VALUATION 7 2 Al 4ill 1 GARAGE FIRST FLOOR o.. 0- s'7 SECOND FLOOR —K1" D E C OTHER TOTAL VALUE TOTAL MODIFIED VALUE. $—/7 3 PERMIT FEE $ PLAN CHECK FEE $ -f-,V 7. PLUMB I NG 3 4C 'LEE D/W C/W TP8 SHWR LAV .... ..... SINK HWH OTHER. TOTAL LIF 33. I I F I r 1 f HEATING A9*Yia3 small TUTAL FEES A19AJ r- -S�77-C�X' 6-87 SINWFAMILY PLAN CHECK I - Da t e, -er�/Build Address 171 dOwn er- -61zp 6 3 — 7/6 CODtSe UBC, UPC, UMC 1985 Sht STA,7WS,& RAILS (3306) hl WSEC, 19,86 (t.- dth(36" min). ise &. run- (8"max.x- 9" min. Plas, & Oesigrr' -(��ke"adroom (6'6" min.) Designer 602 )"C -ID ")0405"IJ .1 Space under(5/8"a-Type Engineer(302), 'ir rd rails(1711) . I Other Ux nders - Handrail(over 3R, 30-34" Z— F O)/�D A T 10 N kttkcs & ROOFS Site Inspection- Roof plan (i Soil Bearing(2905) 4- V ss-es 12ru r'ainageU905fY oists- & rafters- Footings0907) B�acing(3202a)' B 'Footings on, slopes(2907)A" heathinf(251�h, 3202) Conc. Walis(2907) G vering 3201 7 eesw(3205) 22"X 30" (FFcc Cc )'Damp proof 'Lrrg (1707) (Vo, ),/beam Seat6-(2516c�-.) Onts-0205) 1/300, 11150 �4Al Platels(2907,2516c�)* (J Dra-inage(3207)' 1chor Bolts(2907) lashing-(3208) 4- Ot Piers(290�) Other.- AMDA= i�l t>O-Z7 v8A-7- 7 �ySlabs(262),)-3i"ihin. 104- I �, ).,Goncrete(26224 REA G, MEGH. VENTILATION (UMC) 1� ii -3 (-1) Firepla-ce!Ftg.(3707b) Plans-- &-" SPeC81- 0 1`102b) �)Aeinf. Steel Cbver(26070 ype fuel-_ 4�� - -3 v-),oV6nts(2516(r)4rea/150 GAs:-pressure-test(2206) *3 WAee Chimney(3703)' ��Atcess(25i6c)-18x24, w c7 ireplace,(Chapter 37) tg above ' � grado-(2907a)-6,, -7 .3-- Ftg belowl grade (Tcqb-le-- 29-lic' ---Z- einf &`Anchorage(3703) AV�& ).0 ther rmikratiorr(3703f)'(ch1mn vl-L... i earth,"? 0707k') 5je 6 FLO.W FRAMING 40�, A/ ieont fans (UBC 1205) [under(2516)- 8 Clearan-ce. I r duct (1903, 1104) Poster, & Cb*nrree-tions (2�16c:�) pur-y:rance to comb-.(3707h L e Appliancz irr garage (508) Beams & GirderEr(25170:) - - Floor Joists(25-U-J-1)Ta1ile` Aubf loor (25170,' GEK6AL Other t�W.SSrS&S ( / /House.numbers(513)' (V),-Sinoke deteators(1210)tZ) WAL AMING(2�,179) (6000� Emerg. egress(12o4) lates-- 7 (-**'yGarage- S*eparation(503d) : Vt tu d s ( T-A-T! 2-5- - R - 3 -7 Safety Glazing(5406) eaders kylights(3402, 5207) F1, -LI - Fire'stops'(2516f) Geiling height (12 07a-)" Sheathing�&Bracing S7 veneer(3006)' -)AAter' spl6sh(2516k) Deck- materiia-16(25160 Othe 00) Ekt. walllcovering(2516g) Other, i 1,6:Z A1,67-84 I II NOTES 47 . PLUOING (UPG)j 1/) Planer, reqa. (306 Inspection'-.. &T6 ishwasherj airgp(608') 0 hower stalls 909) Ater shutofM005) :PPressure-. ' regulator(1007 Other- 5-9-87 STATE ENERGY CODE (WSEC* Prescriptive requirements-, Zone 1 Single-family plan -.review Wfield inspectiorr check list. Owner: �11>041px//o Addres s-, 1 . Foundations & Basements (a) Slabr!floorss R-8 perimeter,insulation x 24" wide -7, within 12" of finish grade i Sheet V1 1A (b-) Crawl spac-est .004 polyethylene-groundlc.bver overlapped 12" at joints & carried -up to!plate.tJ/A (c) BAsement frame wallss R-19 (d:) Basement c-oncrete�walls-t R-19 if finished. If un- finished no insulation req'd if there-is'12" or less of the wall above -grade and rim joi.s't in- sulatiory; is- installed.. 2. Floor sectionst (a) Overt -,unheated. spaaes-i R-19 (b)) Ov er, -- fl o or �7__ca Rt i 1 ev e ed to th�__`outuidet:R-19 ( Fr.) Uvery-insulatedi founaat,ion w_a=_s`F_Nbne requirea (d-) over areas7-used as plenumss None required 3. Exterior Frame walls -of heated areas: (a) 2x6 studs with R-19 (b_�_x4—studs with R-13 & R-5 sheathing (6072-iii B u 5-w-ith--R7-fl7&FR'z-5-OL�-s-hie--at'hing i 4. Roof decks & aeilings of heated areass (a) Electricresistance heats R"38 (c7 -V��-ul:t-e-d-di:ft-gl:b7f-d-ftd-r--o-r--joisti R-JU regard ess of type of heating �7f 5. Operdrrga-t (a) All' wirydows & skylights irr, heated-areaEri,must be double X11 cvntage of floor area in -glazing: 21% (&FNE_. per W Electrim.resistance heats 60 _(I_IMO�her- heats -75 s—eaur-ift-y--or arch------- itectural purposess ed vo- (T f T -1 -n -6 �1 a -i i El 't 65t' air -a r owe iglazlng�area. L 6. Air leakage (a) Exterior joints of doors & windows sealed, caulked, gasketted or weather stripped. (15)1116 wa' bl-e.-- a-1-r- -ififilt -rift 16 r-r'-'ra* t d' f'o*-r'doo-Fi--�i-ii-d-'*-'-'-'----'---*----*- windows$ 0.5 CFM. 5-9-87 *86 STATE ENERGY.CODE (WS hl,..2 of 2 .S Owner] iAddress 1 171,63 -74 /7. Moisture� c-ontrol: [S"heet. I',' (a) Required on warm side -of wall insulatiorr (b)) Required�on�roof/ceili?Tg assemblies -where the vent L,,/ space above is less-- than an averige of 12" 8. Loose fill insulations (a) Max. ceiling�_slope 3/12. _(_bZ_.Min- 30" top of Joist to btm. roof sheathing 74 t eave vents:-. MI Jdal'I'les- reqwd. a�i, 1AJ.S'0e_A7-1dA,_) /9. Vent ilation- (a),Enclosedijoist or rafter spaces where ceilings M14 are applied directly to underside,of'joists or rafters-must-have-l" a-lear vent space above in- sulation. 10, Mech anical Systemss (a) �Fireplaces-shall be provided with flue dampers and:an outside source for combustion,,air, 6 sq. inches area, ' with damper* (W Provide heating &- c.00ling desigrr, load cal", for purpose of sizing HVAC system,. HV.AC.-. equipmerrt size not over 150% of design load. InTsUlation, per table 4-16.WSEG-1, Rr6 min,. k cu 1,remp UFF-C6ritt6lo Pro_v_1'Ue thermos -tat equippea. with control. setback & s-hutof f 11. Shower-ws Limit flow to 3*GPM- /12. wtL t er heatere-&Pipings V/ (aY HWH labell'ed,ASHRAE Std. 90A-80. V k 0--p in eated spaces placew HWH on R-10 pad.' CVA< (electria-HWH'only) _(c ),Hbt water piping per-T abl6,4-17 WSECO R-6 min.. 13- All owable Glazings Lower floor (Sq. ft.) Maim.floor Upper floor Total .21 L-2-2, Installed, Glazing (sq. ft.) Roof x 2 Basement Maini Upper. Other/Total ZLIW. T')c Lo 3Q, YZ. ;2- n ZL `4 -3 Z_ 9,o 3 z. /09 PROLTECT REVIEW PROJECT NAME: //,Poo pm=- .;_.j .4j�, a APPLidATioiq hemipr DATE: ,ADD S: . 7-1s / 710,9 7*4e 141 RECEI-Y,ta X, .;- b MAY 19 1988 Reviewed by: (initial?—da-t-eT- COMMENTS PLANNING WrR/SWR STREET ENCZTRNG ----T B1 BUILD FIRE ////// /T7/-/T/-/77T/—/////// SINGLE FAMILY/MULTIPLE/CCMMERCIAL - (Circle One) SETRACXS CH]DCKED - Planning VARIANCE/SFMCK ADJ. 7/ T/7 7 77777777 CONDITIONAL USE PEPMIT 2 1771W ADB REQUIRFMNM CHECKED 11 77777 777777-77 7771-1-Fl -7 777-777-7 7-7 7 OTHER ZONrNG REQUIREMENTS 4 ENVIRONMENTAL FEATU"RES 5 ACCESS sLopr E, VEHICLE. ACCESS 777777777/////// 6 171111 77TFf/7/-/ 7/7FfF/7/- -7/77-7777 DRAINAGE PLAN (On S i te) (,�?�AJZ ////// ///////// ///////// //////// / ] 7 —7TFRT-ITTTFI-I-ITT17TFI-I-fT7TFITI-11 .STREET FILE ////// ///////// I ///////// //////// 8 T.Y-r.AL DESCRIPTI(N VFRIFICATION �0//' 7- 777TH ////// //7T/-/7/- //////// 9 111177 QUIT CIAIM/DMTCATIONS ////// 10 -44z::� FAS94MP - PUBLIC/PRI'VATE 7 7TI -// 7 F1 11 11117T 7777777TT717777TT1777T CATM,ATE S W-ER CIONNECTION IF NO LID# AIIA 12 PLAT/SUBDIVISTON RFn_ JIRI;Nf-,'Wf'S 13 R.TC-J"--OF-WAY CONSTRUCTION PERMIT RFf_D -_ 77MI ////// ///////// ///////// RA 14 1111IT711-111111 1111111111 BOND REM F-011 PUBLIC IMPF(OVEMNPS 15 SO11S CONDITIONS L GROUND 77T77T -ITf777TI7 Tf777TRT T777TIT WATER FIETI) CJIBCKED ////// ///////// ///////// 16 T777-77 -77 -7/ -77-777- 7 7 7 7 7 7 7 7 7 STREET PAVING. REQUTRED ////// ///////// ///////// 17 7-77-7-77 -1-11-ITI-RT-17777-1-l-IT C-tJRB AND GIMPER RWITRED " j[[1//// 18 f71-17 777-7 T1777 SIDEWAIX RE�)UIRED ///////// 19 TF/7-//-F/7- -177TI-FIl-Fl - CURB CUT M-R DRIVE -WAY RE(.)D ///////// L� 20 11111111T 7[frnTff 7771111711 - STREET NAME SIGN REQD 21 , �w� - 7777777T77 0111ER SIGNING REQD 22 T/77-77 -7 FITfTR7 7TTTT177 7777TIT STDE SEWER AVAIIABTLITY ////// ///////// ///////// //////// 23 RTT17 777/777T 7777777777 - EXISTING WrER MATN SIZE //////// 24 7�// �7777�777/ WATE�R MP.= SIZE 25 7 T1 T/7 T/ T1 R Tff 17TRIll 777777T/77 SE11VICE LrNE SIZE 1111/1111 //////// 26 HYDRANT REnuIRED TT17T777 M/7/fl/ 777TT17TIT[TUT17 - 27 - 11TI-FITTR HYDRANT SIZE EXISTING -17-1-17717- 28 ITITR CRDS.S) CONNWPION INSPECTION REQD 29 - 11TI-1111 T/-77-777777 V,ATER METER C11ARGE REQD -17TITI-TI77 30 - ITfTTTFIT FIRE LIM CHARGE REM- SPRINKLRR 31 STREET'CUr 32 OPEN DITCH EXISTING 33 17TIT-ITI-11-TTIT-111111111 REQD 34 CULVERT REQD 35 7 771-17 SIZE ////// 30 IT717 7771-777 CATCH BASrN REQD 37 INDICATED CN SITE PLAN 38 SHOULDER DRAINhGE MAINTAIN TTIT17 777F7 7-7 77 77T7 -77 T/ 7 SHALE OPEN RUNOrF -777-777777 39 7777/7777 MISC: I 1 40 REVIEWED BY:L� �42% - PIAMrNG-IMGR.- ENGINEERING MGR. -'PUBLIG7WORKS MGR. JC WORKS I ov 02 6C 8c LE 9c SE 61 81 zi 91 sr VE tr Cc cr TE pd oc or 07-- 6Z 6 8z 8 LZ z 93 9 sz s tz v 2Z z TZ L sic/ 0 S 1 3 V i N 0 3. JO G d 0 3 3 d CITY OF EDMONDS STREET FILE ASSET INFORMATION SHEET I Eik /NEW ADDITION RETIREMENT ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION ,PT. N 0. DE PURCHASE ORDER NO. PURCHASE ORDER DATE COST B.A.R.S. ACCOUNT NO. ESTIMATED LIFE INITIATED BY DATE PROJECT NUMBER PROJECT COMPLETION DATE COST wa-f I APPROVED BY **SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY E�/DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE itnp INITIAL VERIFIED BY PROCESSED BATCH NO. DATE DEPARTMENT FILE 000,-., CITY OF EDMONDS CIVIC CENTER * EDMONDS, WA 98020 - (206) 775-2525 11 8 q lz� go - ,9 LARRY S. NALIGHTEN MAYOR TELECOPIER COVER PAGE TO: Recipients Telecopier No.: =1 I :54T) FROM: , ) f r.�q E C-1 �X-_ rt� S Sender's Telecopier No.: 206-778-5322 RE: DATE TRANSMITTED: NUMBER OF PAGES: . -z>_ (Including cover pa-ge-T— FACSIMILE EQUIPMENT: Automatic/Group 11 (2,3 mins.); Group III. If there are any problems during transmission or docu- ments are received incomplete, please call 206-775-2525 and ask for Incorporated August 11, 1890 STREET FILE CITY OF -EDMONDS LARRY S. NALIGHTEN MAYOR 250 - 5th AVE N. 9 EDMONDS, WA 98020 - (206) 771-3202 COMMUNITY SERVICES: PETER E. HAHN 89 0 9 C) Public Works Planning 9 Parks and Recreation 9 Engineering DIRECTOR Date: lr_� - 2- - D <2) Project No.: To: Re: . I --I k 0 7S - --I �1�4 LAE_ - UJ Transmitting: --I I — --I I b-61.5— �e— I AS YOU REQUESTED FOR YOUR FILE FOR YOUR INFORMATION FOR POSTING IN PUBLIC PLACE AS WE DISCUSSED FOR SIGNATURE AND RETURN FOR APPROPRIATE ACTION Remarks: TRNSMTL/TXTFORMS Signa�ure jhx�5_5 R-Jnzr-_-rzr5 LF—= tJC=, - IN 5, F Printed Name and Title 0 Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan CITY OF EDM(TNDS tSEEI IL.La 'WPERMIT N NUMBER CONSTRUCTION PERMIT APPLICATION JOB ADDRESS W NAME (08 NAME OF BUSINESS) lu 3: LEGAL DESCRIPTION CHECKI �7 / SUBDIVISION NO. LID NO. MAILING ADDRESS - PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING REQUIRED DEDICATION PROPOSED cc LLj z CITY TELEPHONE NUMBER NAME K7,Zxprn :T6N-"�-c os--� RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED,-— STREET USE PERMIT REQUIRED ADDRESS V6D 9 (00 SEE ENGINEERING MEMO DATED C� ITELEPHONE NUMBER REMARKS zoo,� NAME f ADDRESS -T—TELEPHONE cc 0 < cr z 0 METEJ!ffE BUILDING PPLY SIZE FIXTURE UNITS cr CITY LN NUMBER REMARKS r— V STATE LICENSE NUMBER SIGN AREA ENV. REVIEW ADB NO. ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE# z Legal Description of Property - include all easements (show below or attach four copies) cc Lu _j a Uj _j z z CL VARIANCE OR CU PLANNING RE E BY t,W DAT YARDS FRONT25 SIDE REAR HEIGHT LOT COVERAGE 35,`?c REMARKS NEW RESIDENTIAL PLUMBING ADD/ALTER COMMERCIAL MECHANICAL REPAIR RETAINING WALL El SIGN z 0 EXCAVATE FENCE DEMOLISH OR FILL x FT) PRE -MOVE INSPJ swim REMODEL E] COMPLIANCE INSP. POOL CHECKED BY Wj;`1 TYPE OF CONSTRUCTION /I/ CODE A15 HEIGHT 2-5-1 z SPECIAL INSPECTOR REQUIRED 0 YES C1 NO AREA OCCUPANCY GROUP OCCUPANT LOAD WOOD STOVE/ INSERT APT.BLDG RENEWAL REMARKS PROGRESS INSPECTIONS PER LIBC 305 7H-Mq1_ 44/sUL '015< Iffb Ppx zowu y 60016 Cr CO 0 NUMBER OF STORIES _7N U NUMBER OF DWELLING U NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) r-4 �--_V,4 VALUATION FEE PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, GRADINGWILL STATE SURCHARGE driveways, marquees, etc.) will require separate permission. cation: 180 Days 1 Year - Provided Work is Started Within 180 Days ENERGY CODE "Applicant, on behalf of his or her spouse, heirs, assigns and U) uj successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, ernDlovees. and aaents from anv and all claims for damnnp� of DATE: ?-A6-Lq'6 MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS: / 7# OWNER: After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm WEEKENDS/HOLIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines to be separated by 10 foot minimum. 6) Driveway must be,paved a minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 9) Builder/Owner responsible for containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials. Contractor responsible. for dust control. 12) Inspection required on drainage system, catch basin installation, driveways, and sidewalks. A final engineering inspection is required prior to the building division granting occupancy. prig Ow 2 T V`1�11 03, 0! MWE MWEMAr)DREss.- :,V7100 v JI 'Revie jy ING'; U) /7/7/—/T/7 H/W 7 hl/t// 711t T17, '6 N U X/// Tn. W/// 1111111V /[//U 7711f1171- 77717-71Z 17777 777111111 cg IrIW711111111 f0l 4 77777 7TI77TI77 �`g /77//////- 7IT11111 777111111- 14 �41 n', 15 --bjvw�, 77T/T j A IT TIT17—ITITI-1-17T 18 IT177 kv 'g, ////7 777TI7777 77771-T1777 lwllil�l 11117777 23 24 111111illi '2 TI-17T 77TI777T 7777/777/7 zo -71W'1111 77�7777777 77 17111177777 777 7,7 1111,1"llt 21 77777 29,j Y4 71 IT.; /W/t, '32", 77T17 —7 771-1777 a rJ� PLAM m FIRE BUI n,-,diz:. FAN13i;Y��LE' (Circle �tne) CHECKED�,,-. Plaming /SFTBACK'ADJ. jf 7TIT17 "USE 67,1 CHEIM D kVR1", 'M 711 IT di:w. Dm Qu ICATIONS,, 1771 EASa6ml . . .... M7"PLMT.Tc/ 7 ldan" CAI=ATE,-.SEWER CONN]ECTION IF NO L' el'A PfAT/sofi61W— Sidi REQUIREMUM OAWWO'�,,, f."i RTGJM-OF-WAY�, 'CONSMOCTION PERMIT REQ)D T1777 HOND REW,inR PUBLIC'JMPFOVEmErM SOIIS OC)NDITIMIS,E, GROUND 777777 WATER FIETJi�'C[MCKED STREET: PAV1W. REQUIRED �'G`!L`n�-FER T///// CURB REQUIRED /77//77/// SIDEW.IX -.RE()uIRED . L Im CUP46R 111W DRIVEWAY RECO MHER SIGNING REQD 3TDE'SEWER AVAIIABTLITY 77Tr/7 D(ISTIM WITR MAIN SIZE 4NM MY.rER'SIZE MRVICE 7111 LINE SIZE 1 1, �,� , , �7� 1, 1, � 1 7777 REQUIRED SIZE EXISTING CONNEXI�TICN INSPECTIM REOD —7/7T// 111TIT FMM; LIM CHARGE REM SpRINKLER 77777TR )TP )M:Dnai EXISTMG' m GA FZY Q 5TUECKLE- 1-719T S71ZF-F-T Lu :2 Lu cC07T B. LIW09AY T. w Or Q0 46 OURIF-L A. 0AQIF-L 8 E5 VIRGIL K. GRAEGE r—ey- 10' STOIZLA AWD SAW. SIEWEIZ P-ASP-UGWT (A.P. WO. 2114722) S W7013'00" E 1-79.00' IGO-00, 20' SAW. 0 r=S kA - T 0 t 14,G-7 Z 0 4. 11 I-AITUSFZU u o TI 1w =Z61! ------------------------ 0 KUROSAKA 5100, w bol 2 U) r c; -------------------- loos's", I- I :21- 2 :2 29' 0 z qo* W E,T) W Azfqoo W "'T 1—��0-00' 0 UTILITY 0 U) --------------------- I I q.40' aq.4 v 1 2 las-s-3, 2 las*10,311, w 227.34 0 U) c; :2 , vh :21 5 BAHRAU DADVAR 20' 20' 6 0 b 96*10,511, w KAOWUWF-W-r 172WO STRP-F-T S.W. _y EX. CASE SHORT SUE501\/19101 FOR DOLPHIM HC PTW. TRACT 122, OF- WASHIk 102768 1 (140 / -0- 171 ST ST S.W. > SY157 e. 16. /'r/41 171.78 /A�. 16 e. 79 168, *8 is.) SEC. 8. TWP 27 No,) R 4 E, W. M. Filter Barrier: This sediment barrier may be constructed using 1. Set the stakes. 2. Excavate,& 4at4,' trenchof st a darl strength synthetic filter fabric. It is designed for low u S lope ni line or mod: rate fl ows not exceeding I efs. s takes . 1. The height of a filter barrier shall be a minimum of IS inches and shall not exceed 18 Inches. 2. standard strength synthetic filter fabric shall, be purchased In a continuous rail and cut to the length of the barrier to avoid lo Maintenance the use of oints (and thus improve the strength and efficiency of the barrilerl. Flow 1. Silt fence% and filter barriers shall be Inspected Immediately after Z /M 0 4. *&A rainfall and at lent daily during prolonged rainfall. Any 1;g %FF 40150"; Ila -11 3. The stakes shall be spaced a awimum of 3 feet apart at the barrier required repairs shall be made immediately. location and driven securely Into the ground (minimum of 8 Inches). 3. Staple filter material to 4. Sackfill and compact the 2. Should the fabric an a slit fence or filter barritr decompose or 4. A trench shall be excavated approximAtely 4 inches old* and 4 Inches stakes and extend it into excav&t*d so.il. become Ineffective prior to the end of the expected usable life and DRAINAGE SWALE deep along the line of stakes and upslope from the barrier. the trench. the barrier still I be necessary. the fabric shall be replaced promptly. S. The filter material shall be stapled to the wooden stakes. and 8 3. Sediment deposlU.should te . wad after eac% stom grent. Timy . nches of the fabric shal I must be moved wl" deposits r*ach approximately or*.h&lf thg height be extended into the trench. Heavy duty DETA I L. re staples at I*ast 112-Inch long shall be used. Filter material ill A, of the barrier. shall not be stapled to existing trees. Al. r6. 4. Any sediment deposits remaining it' Place after the silt fence or 6. The trench shall be backfille,d and the soil compacted over the filter filter barritr Is no longer required shall be dressed to conform material. with the existing grade. prepared and seeded. 7. If a filter barrier Is to be constructed across a ditch line or swale. the barrier shall be of sufficient length to eliminate end flow. and the plan configuration shall resemble an arc or horseshoe with CONSTRUCTION OF A FILTER LkRRIER the ends oriented upslope 8. Filter barriers shall be removed when they have served their useful purpose, but not before the upslope area hai. been permanently stabi- lized. N 14) In NZ lelV 16 7 8:5* 1Z. /6,0 74A . 5,rnRw 7YRF - 11,1Z 7v 'OR'.01,v 1?194. 1597613' 00 7,4 2 7L- 41 hr. 172.39 0 U ad. 0 0 �q �37rZ'- m"swv. 's. BOX Z�,07' - C,��4,,VOZ17(7Y�0) / /9 r 113&-ev CA 3 ryPZ7-1 70A M5, 00 Al---;V 1,5 /&? 75 A1;0V N LOr-1 L10 7--j2 4 W. Z A h. N C - '99, k\d -,o C C7 Z AIV, LCIO 1719/1V Z-- 59�� `)e/vlmqk�- 3 "Z 7, 71. 0 0, �'7 7 12'?,qO LO 20, 01' 141V .6 7.7,01,rZW 7YA�r- 010 I d / 4 0 L 0// 4a 00 0 V) 00 --07 A . ............ 1 /V980/0 3�� q '219d. 34' 1-45 53 0r 1qCCZ753 le.D. Z--1157- 1121',eeR /Zr. 168.6e 168.-)3 1 =0 168,49 �15"W-) c'), = 9, 38 " 5� 2f/6_,. 211 MIN. COMPT OF-PTH CLASS'&' ASPHALTIC CONCR271� OVER 211 MIW. COMPT DEPTH CRL16HGD GURPACG TOP COLIRG6? OVER ro-- CLASS 'B' GRAVEL BASE, MAY BE REQUIRED IF BASE MAT;=RIAL 19 UNSUITABLE. TYPICAL_ F'OAD S2CTION rw%%a W.Ts. wil VICINITY MAP N T S. GENERAL NOTES SAN. SEWER NOTES 1. LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE 1. CONTRACTOR SHAL L NOTIFY OWNERS OF ALL AFFECTED APPROXIMATE ONLY AND IT SHALL BE THr RESPONSIBILITY OF THE UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF ALL FACILITIES. THE ONE CALL LOCATION NUMBER IS 1-800-424- UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. 5555. 2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD 2. SANITARY SEWER PIPE SHALL BE 811 PVC-SDR35-ASTM SPEC. SPECIFICATIONS FOR 14UNICIPAL PUBLIC WORKS CONSTRUCTION" D3034 MATERIAL OR CONCRETE ASTM C-14 CLASS 3, RUBBER AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND GASKET. ENTIRE SYSTEM TO BE PRESSURE AND T.V. TESTED. ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL. NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED 3. ALL CONSTRUCTION IS;SUBJECT TO THE INSPECTION BY THE CITY SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACK FILL OF EDMONDS AND THE CONTRACTOR SHALL 140TIFY THE CITY OF HIS PROCESS. SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE EDMONDS STANDARDS FOR SUCH INSTALLATION. SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED WITH A 2"X4" LOCATED AT THE END WITH PORTION ABOVE GROUND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER11 WITH PERMITS FOR ROAD AND UTILITY CONSTRUCTION. DEPTH. T.V. AND PRESS TEST. i 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION 6. ALL 411 DIA. CLEANOUTS TO BE RAISED TO GRADE WITH CAST FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER IRON FRAME AND GRATE (LOCKING TYPE). THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR GRADING, , AND SATISFACTORILY MAIN INED Ul QN5TRUCT ON IS'COMPLETE 0 AND THE POTENTIAL 01, ON -SITE IN HAS PASSED. 7. ALL STORM SEWER PIPE SHALL 13E 'CORRUGATED METAL 14 GA. WATER NOTES GALVANIZED AND ASPHALT COATED TREATMENT 1 OR BETTER, 1. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE CORRUGATED ALUMINUM,1PIPE, 12 GA.' 3" X 1" CORR. (OR PVC ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY ASTM D-3034) EXCEPT -DETENTION PIP� OR AS NOTED. -FILL AND MATERIALS TO BE SOPPLIED BY EXCAVATION, BACK THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO 8. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS. WATER DEPARTMENT TO SCHEDULE CONNECTIONS. 9. ALL ROOF DRAINS SHALL BE CONNECTED TO STOTS-fi%ff; --f FUZ; SERVICE REQUIREMENTS TO BE ARRANGED FOR PRIOR TO START SYSTEM. OF CONSTRUCTION THROUGH WATER DEPARTMENT CUSTOMER 10. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 211x4l' POST SERVICE SECTION (TEL.: 771-3202). COPPER SERVICES. SHOWING DEPTH AND M4RKED "DRAIN". 3. CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR 11. ALL CATCH BASINS TO HAVE LOCKING LIDS. FACILITIES. THE ONE CALL LOCATION NUMBER IS 1-800-424- 5555. 4. POSSIBILITY OF EXCESSIVE PRESSURE DOES EXIST. PRESSURE REDUCER MUST BE INSTALLED IN EACH HOUSE. y. :..I rZI 7' 7- 2,0,0 ez�l yo -4. . �0,5 ........... . . RIOPRO VICID 5 A4 ela /A/ Rye e1pp. RESTR I CTOR DETAIL A4 r6. DEVELOPMENT PLAN FOR SHARON J. -TIGHE �,Lj�N SW 1/4, NW 1/4, SEC. 8, TWP 27 N., R4E., W. M. CITY OF ED MONDS SNOHOMISH COUNTY, WASH I NGTON Z 1r-X151- 7,0 Be 7- 76 -IYIr 1W111- 12 /8 TYPICAL JUN CREEK SECTION 76 IA�-el h/ /V. r6 A P25R e17Y 4,r AOA4',a�z-)5 .41Z 7 1,9,e Z. LOVELL-SAUERLA14D AIND RSSOCIATES, IN4 'PLANNERS ENGINEERS SURVEYORS 9,5A1C4WAAk' 60ZI 7A1 RIM "V. 5.L5W..,r.e 4-1 ---Z. 16 7 651' �23106 100th AVENUE W. EDMONDS, WA. 98020 PHONE 775-'159 7- F36 25' IVZF-67" 0,C 1-07-1 IVW, Ae,0P,6:R7Y eOellFe. DRAWN CHECKED DATE F.B. SCALE FILE NO.