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23727 105TH PL W.PDF1111.111111 366 23727 105TH PL STREET FILE Certificate of Occupanc Building Division Z12C. I.S 9 V This certificate is issued in accordance with the requirements of Section 111 of the 12 International Building Code certifying that at the time of issuance this single famil� residence was in compliance with the applicable provisions of the codes and ordinances of the city regulating construction and use of buildings.' Description: 64 - Single Family Residence New Site Address: 23727 105TH PL W, EDMONDS Construction Type: VB Owner: BURNSTEAD CONSTRUCTION 11980 NE 24TH ST STE #200 BELLEVUE, WA 98005 1, 17ijilding-Official Z, Permit No: Parcel No: Occupancy Group: POST IN A CONSPICUOUS PLACE BLD20140026 01136400002100 R-3/U 10/27/2014 Date Issued Z, ut New Horizons .1 -- �. � Landscape Design & Installation - Woodvale - Lot 21 1": 10'-0" 12003 184th Ave, NE For Burnstead Co. 9..1'5.2014 Redmom, WA 98052 7 LEGEN 0 S SET MAPLE 0 VINE MAPLE 0 WESTERN RED CEDAR <- VANDERWOLF PINE PACIFIC WAX MYRTLE REDTWIG DOG WOOD RED FLOWERING CURRANT LACELEAF MAPLE HINOKI CYPRESS RON LEUCOTHbE u RHODODENDRON FOUNTAIN GRASS YELLOW YUCCA 0 EMERALD GREEN @ SPIRAL EMERALD GREEN 0 AZALEA 0 VIBURNUM DAVIDI 0 ORNAMENTAL GRASS VINCA MINOR V COBBLESTONE IMPERVIOU5 5URFACE CALC-5 RESIDENCE WITH EAVES 2311 WALKS AND LANDINGGS ID DRIVEWAY 562 TOTAL NEW IMPERVIOJS 2318 15TRUCTURAL LOT COVERAGE RESIDENCEAURAGE 1650 COVEFED PORCH 231 TOTAL F/P 50 FT m STRIJCTI.IRAL LOT COVERAGE X 3216 RxF covoum cmists or au awmau covemod bq ft wwwo's roof &cI wAidw Pm+wq& " dwww$vr� on ft pIft 9A Oww hmm MPOWM &ffAM Ira� all c1mcks, catilweered atnclww, dftim!� roof amba" , oak ways, &Ww" &-d paved areas. OVK)61�- vjou�w/bltwte NOTES: • LOT WAS BEEN CLEARED AND GRADED DURINGs PLAT DEVELOPMENT PROCESS, MAX SLOPE ON SITE IS I IN 100 OR APPROX-196 ARROWS INDICATE DIRECTION OF: SLOPE. NO SIGNIFICANT GRADING3 REQ'r% • EXCESS FILL 15 TO BE REMOVED FROM SITE. • DOWNSPOUTS AIRE To POSITIVE DRAIN INTO PLAT STOW DRAIN LINES. • DRIVEWAY WAS A I RISE IN 32 FAN OR 396 SLOPE. • NO DIRT, W, ROCK, OR DEBRIS SHALL BE TRACKED FROM T14E SITE TO T14E STREET • DIRECT ALL RLNCFF TO FILTER FABRIC FEWCE DURING CONSTRIXTION • ALL DM SPWS TO 5E T*W-LNM Wt SOLID 4* PIPE OF APPROVED MATEIRIAL TO CATCH BASIN THEN DRYWELL TO THE STOR1 STL8 PROVIDED 0 FRONT OF LOT. ALL STOW WATER TO 5E RXW TO EX15ITING STOW SYSTEM LINE LOCATED ON WDTH PL W. T5M-A FOJND X MAW, IN 31 BRASS DISK STAMPED LSAOMI ON ROAD WWACE 231TH PL SW 4- /'D- X (0 >< yj C14 u') � . C w p 0 < z FEW 331w>D W z 0 z w oil 11 !r7m a 11L TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 01/013/14 DRUN BY: J HERR W001)v,4LE LOT 21 11980 N.E. 24th ST. 23121 105TP FL WE5T BELLEVUE, WA 98005 SCALE: I"=20' (425) 454-1900 Parcel xxxxxx HEIGHT CALCULATION5 A = 330' 5 = 330' C' = 3 3 05' ED = 330.5' AvERAGE GfR,4C)E=330.25' ACTUAL RIDGE HT=354.33' t�IAXI�IU-1 RIDGE HT= 355.25' F5-fl Zone1AL-2AQ2--A CornerjJ_Flagy_ Setbacks Front Sides Rear Other EP&t A P VED By, 'OLLAINNNNING Actual :z m d. m RESUB MAR 2 o 2014 m BUILDING DEPAR-07MENT r,ITY OF EDMONDS C r i C 4 t r row CDI Cj) C), w 20 x X D �x 4/1:� 6,000 SF ALL EXP0,",7,'F-D SURFAC E�� ty) V BE COVERED. Wffifltl 2 DAY3 I uu. 00 N88'37'08"W R041� C)pN5TR'IJCTI0N .5' 1 25 tENTfRJ4NaE lF i .?'- m -m 6 AL I-- N ALL IL :!, A vidil m n�m '?LANVV303 A"Z 11E�ENC 2 ST MAIN E0731V / Ar.. I 51 4fRONT LOT 21 �D, b�D 5D UB -30 TER F 5RI C FENCE 0 1. 1 7014 -- Y�x :�4 -Y�MAK 88.80' N88*37'08"W 330.7 IL-1-Ai'4(i )EPARTIVIENT 11Y OF Eclu.'ONDS \_1 1:6 OPEN SP�� '�AR n 20114 DMPEU T I 'SERVICESCII. RACT-F C EDMO,�'�41DS 1plillt x zo ow (1) �F-- 0 z 0 < 0 Z T- 0 IL z 0- Ld w < 04 5N 0 z B INLET bOLLN- ,4TCH FOOTPRINT IF - ROOF LOT Sq. Ft 5851 LOT Sq Ft Mal FOOTPRINT 165 ROOF 5q Ft 2236 LOT COVERAGE 31 LOT COVERAGE 3s ERVIOUS BUILDING ST LOT Sq Ft Mal LIVAB E 5q FL 2W6 MERVIOUS 2518 GARAGE Sq FL 4W LOT COVERAGE 50 PAIM DN3 FOarPRINT, ROM COVERAW, Cmists o=f&U slow" tho rmf "covommal9bg &W waluido ovorhpp as d larod on PIM 4 Am hom n,ERyVA GUFFAM kakidas all docks, poid carvUlworedetwhawk aw-w! payed wons, NOTES: • LOT WAS BEEN CLEARED AND GRADED PURIISIG PLAT DEVELOPMENT PROCESS. MAX SLOPE ON SITE 19 .1 IN 100 OR AppRO>e-I% ARROWS IINDICATE DIRECTION Or SLOPE. NO SIGNIFICANT GRADNG REQ'P-. • EXCESS FILL IS TO BE REMOVED FRO SM • Dou4SP=S ARE To POSITNE DRAN rNTO PLAT STORM DRAN LINES. DRIvEWAY WAS A I RISE N 32 RLN OR 3% SLOPE. No DIRr, MV, RXr, OR DEBRIS SWALL BE TRACIW FROM T�E SITE TO T14E STREET DIRECT ALL RNOFF TO FILTER FABRIC FENCE PUR24G CZNSTRZTION ALL DOM SpOJTS TO BE TW-LNED Wt SOUP 4' PIPE OF AppROVEP MATERJAL To CATCW BASIN TWEN DRYWELL TO TI-E STORM sTu5 PROVIDED * FRow OF LOT ALL STORI WATER To BE ROIJTED TO EXISITING STOR1 STSTEM LINE LOCATED ON IMTW M. W. a TBM-A FOW X MAW, IN 3' BRASS DISK STAMPED LSA"I ON ROAD WRFACE 231TI-I FL SW TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 01/09/14 1 DRUN 5Y: J HERR WOODVALE LOT 21 11980 N.E. 24th ST. 23121 105TH FL WE5T BELLEVUE, WA 98005 "rALE: V=20' EfRO51ON CONTROL '(425)'454-1900 Parcel 0 xxxxxx city of edmonds development information June 19, 2013 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Fire District No. 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Allied Waste Comcast Cable I'le. 1 S9" This letter is to inform you that the following addresses have been added to the City of Edmonds address system. Occupancy: Residential Plat P07-017 Tax Parcel Number: 27033600304800 Lot 1: 23724 Lot 2: 23720 Lot 3: 23606 Lot 4: 23602 Lot 5: 23601 Lot 6: 23605 Lot 7: 23609 Lot 8: 23613 Lot 9: 23617 Lot 10: 23621 Lot 11: 23625 Lot 12: 23629 Lot 13: 23631 Lot 14: 23635 Lot 15: 23703 Lot 16: 23707 Lot 17: 23711 Lot 18: 23715 Lot 19: 23719 Lot 20:, 23723 Lot 21: 23727 Lot 22: 23712 Lot 23: 23708 Lot 24: 23704 Lot 25: 23622 Lot 26:. 23618 Lot 27: 23614 105th Place W Property Account Summary is attached. If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, mllil%�Ilil.l Senior Permit Coordinator Edmonds Building Department 7t At TRACT E g.ji6 Sr N MU7ba, w 5OZ66'. 60, 60- F 7j* -7 all $AU 1- 14 1,,l is I vis 5 1166%; 00) :V 5.701 SF 700 51922 _9� 1711 t 6. S. J5 X1 j $4 L____Ai L_ 1. .4. Er 0 SQALE: 2S sa 411 sr Z4 f 6,307 6. J07 --V lar— XF V 6. of ow.sr rx 1�sraq (TO BE REVOICO) A� 7, a. 28 sr f.000 SF 153 r —ge 6.775 TRA C TRAOf ClNSPA -------- A- F r, TRA C; SPACE' J_1�66 sr. 20'FRWr -I 838L A _W SF� 5, 9�99 F I ACT.A i4r5,Bs2x -V'XCr . . . . . . . I. * "r C iL L 68 40 Ime 4J7 �—o V.TFT.F p2l7ba- ry .7.9' KLIEMEM L, WpFFAA �006GSPSI C f? E 0 �wo 7., TABLE ciF-CONTENTS. MA F pR.-LIMINARY PLA EXISTING CONDITICINS ):�I_AN ING AND TE Lq LA tN pi:ggLIMWARY. GRAD 4 PRE7LIMINARY UTILITY PLAN P O'FILE, R pRp VARIANOE RErpucq�r.5-.... TRA C T-9 77zAcrA - avts�,(M, 4.91 MCT & - 6*ur usc ablvw M42 Sr for NIZIM, 7OFr, 60 TO .70 rr MACT c 7 CPO' nucro-- in"T USE Valrs X ape? SIAM -l-q STREEM MC7 p Property Summary Page I of 3 SnohomishOnlino Govarnment Infrmation & Serlicas County4* Washington Printable Version Home -0ther-Fropert-y Data --- -Help— Property Search > Search Results > Property Summary Property Account Summary I Parcel Number 127033600304800 . I Property Address JUNKNOWN, UNKNOWN, UNKNOWN, WA Parties - For changes use 'Other Property,Data' menu Role ercent Name Mailing Address Taxpayer 100 BURNSTEAD CONSTRUCTION LLC 11980 NE 24TH ST STE *200, BELLEVUE, WA 98005 Owner 100 BURNSTEAD CONSTRUCTION LLC 11980 NE 24TH ST STE #200, BELLEVUE, WA 98005 General Information Section 36 Township 27 Range 03 Quarter SW TH PTN N 568FF OF E 920FT NW1/4 SW1/4 SD SEC DAF COM W 1/4 COR SD SEC 36 AS SHOWN ON PLAT OF WOODWAY MEADOWS REC AFN 7907240221 TH S88*37 08E ALGNORTHERN Property MOST LN SD PLAT & ALG N LN SD SW1/4 403.90FT TO NE COR SO PLAT TH SOO*54 22W ALG E LN SD PLAT 78.02FT Description TO POB TH CONT SOO*54 22W ALG SD E LN 490.00FT TO ANOTHER N LN SD PLAT TH S88*37 08E ALG SD N LN 437.79FT TO NWLY MAR 237TH PL SW & A PT ON CRV TO R CTR WH BEARS S35*13 21E 203.22FT DIST TH ALG SD NWLY MAR & ALG SD CRV THRU C/A 19* 19'15" ARC DIST 68.53FT TH N01*22 52E 459.08FT TH N88*3708W 502.66FT ,TO POB' Property Land and Improvements Category Status Active, Locally Assessed Tax Code 00216 Area Property Characteristics Use Code 1910 Undeveloped (Vacant) Land Unit of Measure jAcre S) Size (gross) 15.61 [Related Properties INo Values Found �ctive Exemptions INo Exemptions Found Interest and Penalty are due if paying after due date since web is available regardless of holidays or weekends. eCheck and Credit Card payments require interest and penalty after due dates. If unable to make payment by due date because of site maintenance; payment must be postmarked by the next business day per RCW 1.12.070. If you wish to pay taxes online, select an option and click "Add To Payment List". If property is in "Foreclosure" - call 425.388.3236 for current total. If Special Assessments (not Surface Water, Soil, Forest Fire) - call 425.388.3750 for payoff totals. Make Check/Money Order to "Snohomish County Treasurer". Send to Snohomish County Treasurer, 3000 Rockefeller Ave, M/S 501, Everett, WA 98201 Installments Payable Tax Year lInstallment IDue Date I Principall Interest, Penalties and Costsi Total Duel Cumulative Due[ select to Pay 2013 12 110/31/2013 1 8,416.491 0.001 8,416.491 8,416.491 @) Add To Payment List I View Detailed Statement Detailed information about taxes and all other charges displayed above. Calculate Future Payo Taxes, interest and penalty due on a specific future date. Statement of Payable/Paid For Tax Year: 2013 Distribution of Current Taxes District Ratei Amount https://www.snoco.orglproptaxl(5smu4j55us43ptnxgq33jn55)lsearch.aspx?parcel—nUmber... 6/14/2013 Property Summary Page 2 of 3 CITY OF EDMONDS 0.18 255.09 CITY OF EDMONDS 2.26 3,264.68 EDMONDS SCHOOL DISTRICT NO 15 4.97 7,180.66 PORT OF EDMONDS 0.12 173.69 PUB HOSP #2 0.11 164.31 SNO-ISLE INTERCOUNTY RURAL LIBRARY 0.50 721.80 SNOHOMISH COUNTY-CNT 1.08 1,554.93 STATE 2.43 3,512.53 SNOHOMISH CONSERVATION DISTRICT 5.28 TOTALS 11.66 16,832.97 Property Values Value Type Tax Year 2013 Tax Year 2012, Tax Year 1 2011 Tax Year 2010 Tax Year 2009 Taxable Value Regular 1,443,600 1,458,600 1,823,300 2,917,200 4,488,000 Exemption Amount Regular Market Total 1,443,600 1,458,600 1,823,300 2,917,200 4,488,000 Assessed Value 1,443,600 1,458,600, 1,823,300, 2,917,200, 4,488,000 Market Land 1,443,600 1,458,600 1,823,300 2,917,200 4,488,000 Market Improvement 0 0 0 I 0 0 Personal Property Levy Rate Hist ry Tax Year Total Levy Rate 2012 11.113852 2011 10.055936 2010 8.853980 Real Property Structures Description IType Year Build More Information Property Sales (since 7/31/1999) Transfer Date Receipt Date Sales Price Excise Number Deed Type Grantor (Seller) Grantee (Buyer) Other Parcels 12/23/2009 12/29/2009 $0 226750 QC BURNSTEAD/HALL/TRUST BURNSTEAD No ETAL CONSTRUCTION LLC BURNSTEAD BURNSTEAD/HALL/TRUST 12/21/2009 12/29/2009 $0 226747 QC CONSTRUCTION ETAL No COMPANY EDMONDS SCHOOL DIST BURNSTEAD 9/20/2006 9/21/2006 $4,586,280 108999 W 15 CONSTRUCTION No I I I I I I COMPANY Maps �roperty 61, I eighborhood Code ITownship IRange ISection lQuarter JParcel Map i605OOO 127 103 136 1SW Iview garcel mags for this Township/Range/Section — Receipts Date Receipt No. Amount Applied 05/06/2013 00:00:00 7239437 8,416.48 11/05/2012 00:00:00 6956613 8,107.97 04/30/2012 00:00:00 6679969 8,107.97 11/04/2011 00:00:00 6428779 9o170.14 05/02/2011 00:00:00 6150793 9,170.13 11/02/2010 00:00:00 5879732 12,917.06 05/06/2010 14:20:00 5648688 12,917.05 11/02/2009 00:00:00 5357875 18,386.45 105/01/2009 00:00:00 5103649 18,386.44 1 11/06/2008 00:00:00 4854554 17,959.89 105/06/2008 00:00:00 14613999 17,959.89� Events Effective DatelEntry Date -Time Type Remarks 12/23/2009 12/29/2009 Excise Processed Property Transfer Filing No.: 226750, Quit Claim Deed 12/23/2009 14:42:00 by strgss 12/23/2009 01/19/2010 15:55:00 Owner Terminated Property Transfer Filing No.: 226750 12/23/2009 by sasset 12/23/2009 01/19/2010 15:55:00 Owner Added 1 Property Transfer Filing No.: 226750 12/23/2009,by sasset 1 https://www.snoco.oriz/13roptax/(5smu4 55us43ptnxgq33jn55)/search.aspx?parceI number... 6/14/2013 � I i — Snohomish County Online Property information Page I of I nohomish Co min- Emen4l mill I 111111711 Online P 44 11-1111 10. �E 6,20 f Information Disclaimer: - All maps, data, and information set forth herein ("Data"), are for illustrative purposes only and are not to be considered an official citation to, or representation of, the Snohomish County Code. Amendments and updates to the Data, together with other applicable County Code provisions, may apply which are not depicted herein. Snohomish County makes no representation or warranty concerning the content, accuracy, currency, completeness or quality of the Data contained herein and expressly disclaims any warranty of merchantability or fitness for any particular purpose. All persons accessing or otherwise using this Data assume all responsibility for use thereof and agree tc hold Snohomish County harmless from and against any damages, loss, claim or liability arising out ol any error, defect or omission contained within said Data. Washington State Law, Ch. 42.56 RCW, prohibits state and local agencies from providing access to lists of individuals intended for use for commercial purposes and, thus, no commercial use may be made of any Data comprising lists of individuals contained herein. on: 6/14/2013 Legend Highlighted Feature Cities uribworpomed counly ftworpwatw city ElTax Parcels Rural Miles 0 TownshipfRange Grid Section Grid Major Waterbodles LaM or pond Land waTounded by a body of Imer Non-mwincfaMurc Smid or gurid in opedwatw FN� Airports Railroad tracks Arterial circulation Ran% - Fran" PAW4W AsterW I,/ MinorArtaW I,,/ Colkwtor http://gis.snoco.orglservleticom.esri.esrimap.Esrimap?ServiceName=Overview&ClientVer... 6/14/2013 -ali F22 142 J1 �11 11'� It 11!7� -7 I Tm WAY all "I : . 1� Z� 1' '36 . - x 71'225 12 4TI I'- cb I' v 1 727 �2 22600 logo 2j S �4.ljl E .... an, �2 -ESgCHr-ST SW jj2A1 1".. 5TH ST SW --�7`22NMs Im .7,, 11�1 sk-26 SEC 25 Hj;g' L 2.260 -f ' — A - - - .9 226T� PL SW)10 i0j' 10*11 1. 8 -1 "�'i I i k'*2- lo J226JOS �.!,,26TK-PL SW So Ir - EDMONDS 1 97 7251 U L* 22701 1 226 1 0 2t 11991 22027 1 -19725 ff. 70 25jC I 22 11 L -OW -- - 2'. 820 227J L 22124 75 :21 6 =2-2 3 2 L I o Ll jo 22A2, 10 -AA '1041 1 ;19:� I I �i r UZI 11 'i�' S.'."ROIS -W W- - 4. 421 — A 2a? 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NINGDATA =FIU SINGLE FAMILY RESIDENTIAL Name: Date: '37 Site Address: r7 Tax Parcel Project Description: �Yei Plan Check #: "�L--o q c) 6 Reduced Site Plan Provided: 6E NO) Zoning: loul Map Page: Corner Lot: (YES 00 Flag Lot: (YES 1@ Critical Areas Determination #! I -7c;->7 \,J B—Study Required 4,A El waiver SEPA Determination: AA T? El Exempt El Needed (for over 500 cubic yards of grading) 0 Fee El Checklist 0 APO List with notarized form Required Setbacks Street: Side: Side: is 7 ear: Actual Setbacks -T Street: Side: Side: 7"/ Rear: El Detached Structures: Rockeries: Fences/Trellises: El Bay Windows/Projecting Modulation: El Stairs/Deck: Buildin Heigh t Datum Point: Datum Elevation: Maximum Height Allowed: Actual Height: Offier Parking Required: Parking Provided: Lot Area: Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: ADU Created: (YES -7 Subdivision: TV� 'T-Ioo? Legal Nonconforming Land Use Determinationi`�Issued: (YES Comments Plan Review BY: Planning Data Form CT7-14-09.doc PLANNING DATA STWEE a Plan Review By: Planning Data Form 07-14-09.doc a s s o c i a t e d eart h sc i e n ces i n c o r p o r a t e d April 16, 2014 Project No. KH060644B Burnstead Construction Company 4 'Ree 11980 NE 24th Street, Suite 200 RESUB Bellevue,'Washingtoh 98005 APR 18 20-14 Attention: Mr. Joe Herr BUILDING DEPAR:TMENT CITY OF EDMOND-S Subj ect: Allowable Foundation Bearing Pressure Plat at Woodway Elementary School Edmonds, Washington Dear �&. Herr: This letter provides our geotechnical engineering recommendations for design of the planned structure foundations at the referenced project. We are familiar with the project and site as a result of our ongoing participation in the design phase. We have previously completed subsurface explorations at various locations across the site and storm water infiltration rate testing in the area of the proposed storm water vault. The recommendations in this letter were prepared in accordance with local standards of practice in the field of geotechn ' ical engineering at the time the letter was written. No other warranty, express or implied, is made. Subsurface Conditions Based on subsurface data summarized in previous reports by Associated Earth Sciences, Inc. (AESI) for the project, the site area is underlain by existing fill and buried topsoil that ranges up to 3 feet thick. The fill is underlain by medium dense grading to very dense granular sediments interpreted as Vashon advance outwash. Our previous work included construction of a we'll 50 feet deep and no ground water has been observed in that well since its construction in September 2012. Recommended Foundation. Soil Bearing Pressures The following recommended geotechnical parameters are applicable to residential structures planned at the site. Ba.�ed on the subsurface conditions we recommend that structures be designed using conventional spread and continuous footing, foundations. Where existing fill is present at planned footing elevations, the fill should be removed and footings deepened to bear on the recommended bearing stratum. Alternatively, the existing fill may be -removed and replaced witli structural fill that is placed, compacted and tested to verify a minimum compaction Kirkland Office 1911 Fifth Avenue, I Kirkland, WA 98033 P 1425.827.7701 F 1425,827.5424 Everett Office 12911 Y2 Hewitt Avenue, Suite 2 1 Everett, WA 98201 P 1425.259-0522 F 1425.252.3408 Tacoma Office 1 1552 Commerce Street, Suite 102 1 Tacoma, WA 98402 P 1253.722.2992 F 1 253.722.2993 www.aesgeo.com level of 95 percent as defined by ASTM D-1557 (modified Proctor). Footings may then be placed on the structural fill. Recommended foundation soil bearing pressures for each case are listed below: Dense undisturbed advance outwash sand and gravel: 4000 pounds per square foot (Psf)., Medium dense sediments or structural fill: 2500 psf Footings should have a minimum width of 14 inches. Exterior perimeter footings should be buried a minimum of 18 inches below surrounding grade for frost protection. We recommend that footing subgrades be observed by an AESI representative at the time of construction to verify that suitable bearing soils are present. Closure It has been our pleasure to be,of continued service on this project. If you should have any questions regarding this letter, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kir Vashington VJAS�/ Ir -�11 Q /O—NAU Bruce L. Blyton, P.E. Sr. Principal Engineer 2 .7t E Jo apemos EXSn% MET' N A0137bal W, 607.661. (Tw) V r---- -i r Apt zw t Is 14 :�, 470) 700 S� sy 4, les -gr -0 - .6 51 1711 .1 -14 1/1 -i L 60 —T e7 7-H 6�4309� T - ry - - - - - 1 6,307 sr t F- 4!.9 SF' V, TUC 6.7 it. TRAG-r-ff IV8197 7 44 5 L --J L� — — — — -9 CAL, E; 13 415 A13 A * 7 ix ?�Srdqy I lz BE igll�% ar. -7w A TRA or F �,F 4'�o /�.O qO ss TA13 N. S. VONDIVEI-NS PLAN pj?XLlf4l,�qARY'GTAjDINU ANO TE�39.. LAIN PREiLiMfNARY UTILITY PLAN pRiD VARIAND-E REQUESEtf,�,—, A 700 ru SA I sr sr eo 7v ?o rr L RV X a 7RAcrA - OPOI. S�ACO 4-91 mcra -xwrw cm,Ev MACT C - OPIN SUCVU9A nmcm'.,07�r USC "Mi mcr CeEil.VACC. 0,3.' YRAcr ir - o-ve su- is' 'rf?A G'r E jra WREYO . IfO EXSTIVC 7.'?EF' N S8.37b6'W 50,1.66'. Z5 RL ;7 60. 60. 450. . 7=�� 70' 60' 7J- -7-( RIYOlfO 5,922 -5r. 6,196.-V A.001. 5,701 SF 5,X5 q:, 57 f L 2- SQAL�E: V': 70* 70' so T- -7- - 40 IOU 6,307S- 6,307 — — — — — - 6,057 x np) EX I-Sraq N-k --76— 7 I is OQ0 - 6. (To BE REVOICO) t -TOGA L 71 J. I 11. EA-sx-valr fr CY TRA c r TRACT'S Li CRN-VMVM�c TRA G i � DID( S;ICE�* .7/w &-U? 91 $.545 SFk CT.A f5 8SZX -%VX�r /V7 1, _j L - - - - J. L! 60' OL ... ..... 'o ......... ............... IN 27ba' ry 4JZ7.0* KLIEWZR 19E ... 54 55 6a cvp IN,, TABLE 0 F c 0 NTEN TS. LAT MAP I PRIELIMINARY P 2 EXjs7-jNf3 CON-017.10N.S Pl-AN -3 pj�,XLIMINARY GRADINO AND TE�19q---FLAtl, 4 PR,-LI�41NARY UTLLITY PLAN s pRE�LlMjNARY.*Ri3AO PRi7FILE 'TRA C T-S pRID VARIANCE REQUESTS-.- 7RACr A - ope� S�(M* 4,91 jpACr 8 - * --v 700 TO & .30 SF VF UZ ME)' 70 FT 6o To 7o rr TRACT C - OP�M $1A criw TRAcrD' im. 9. STREEr: MCr F - OM.' --A=- ri ARP I. CON,' __X_l/ ALONG 2. SIGNAG 'POPEN SP) AREA-DUi -DEBRIS PI 3:91ALL BE SEE LAND, J. A SIGN PROWDED INSTALLA-1, TRACT IC 77ON 6' CEDAR14' SPL/ T RAIL FDVCE ;T AND SOUTH SIDES OF 7RACT E. SEE E* PLAN FOR LOCA 71ON AND DETAILS. 7DEN07ING., CE- WLDUFE- HABI T4T CONSER VA 71ON IPING GRASS CLIPPINGS AND 07HER OHIB17ED POS 7E-D CQNSPICUOUSL Y ON THE FENCE. APE PLAN FOR. -SIGN LOCA 77ONS IGE 4iA TERIAL SUBMITTAL SHALL BE�__ 710-7HE PITY FOR APPROVAL PRIOR TO fON OFANY SIGNAGE. ' '5'CONCRETE SIDEWALK PER C.O.E. STO DWG E2.13 (4EE DETAIL ON SHT RD-01) C8 8A �- �-,4*�56.31, 15.12,'RT '1_1 I c4lEET RD-02 20 - rt4 IMPERV113LIS AREA CHART ROAD 29,700 SF 1057H PLACE W WALKIDW CUTS 10,900 SF. PER WOUS 4.600 &F. 7RACT B ROAD 900 S.F 7RACT C m/sc - 2,000 SF. TRACT D ROAD 900 S.F. STRUCTUREI DRIVEIWALK LOT* ROOF (SF) PA 770 (SF) 1 1,800 1,200 2 2,000 1,000 1 1,800 1,200 4 1,900 1,100 5 1,900 11100 6 1,800 1,200 7 2,000 1,000 8 1,800 1,200 9 1,800 1,200 10 1,900 1,100 11 1,800 1,200 1,850 11150 11800 1,200 1,700 1,300 1,700 1,300 1.75 1,250 1,050 1,150 1,200 '.1.200 ----- ----- 1,250 �IMPF-3--ox. -4 1050 200 11150 SCALE: 1 30' 0 15 3 0 6 0 IL13T CLEAN QLIT SCHE ILOT I PAD EL. RIM I 1 1 1 329.4 1 2 1 329.3 1 330.2 3 J25. / JZ6.0 4 32Z2 328.4 5 32Z2 328.3 6 32Z3 328.5 7 32Z6 329.2 a 328.3 329.3 9 328.9 329.9 10 329.3 330.0 11 329.2 330.0 12 329.7 330.9 13 329.9 331.0 14 330.5 331.4 15 330.9 332.0 16 330.7 331.7 17 330.4 331.7 18 330.1 331.2 19 329.6 330.6 20 329.0 3JO. 0 21 328.4 329.6 22 328.7 329.7 23 329.4 330.3 24 329.9 331.2 25 J29.2 330.4 [_26 328.6 1 329.6