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20800 72ND AVE W.PDFiiiiiiiiii * lill 15994 20800 72ND AVE W J J CITY OF EDMONDS 18 9 0 19 Address of Construction: Property Legal Description (Include all easements): Owner and/or Contractor: State License No. 0 Single Family 0 Multi -Family (No. of Units-) El Commercial xPublic , SIDE SEWER PERMIT PERMIT f\](' 3983 0 F, Building Permit No. Invasion into City Right-9f-Way: M401 El Yes RW Construction Permit If Cross other Private Property: V No7Wes Attach legal description and copy of recorded easement I ce.rtify that �+ave read and shall comply with all city require.ments as indicatedfo(n the back of the Permit Card. C�?> Date CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALL-;74�, PUBLIC WORKS DEPT. 77/-0,:;LZ,5 Permit Fee: 42 (0 Issued By 71- - Trunk Charge: Date Issued: -79 Assessment Fee: Receipt No.: Lid No.: Partial Inspection: Date -Initial - Comments Reason Rejected: Initial Final Inspection Approved: Date- Initial __1i71111r PERMIT MUST BE P0S1KWmQNnsM White Copy: FiNe Green Copy: trispector Buff Copy: Ap'plicant Revised 3190 4 rn The City of Edmonds Water Service Drawing EASEMENTNO . ............................................ NEW CONSTRUCTION 09 REPAIRS E) LID NO . .................. . ASMT. NO . .................. OWNER— ................................................................. ........................... 7 J� .......... B ADDRESS 2018CX� JO 2 " P. P.-g. I' F�qa .1 P%4EXCIZ I 1J.'s, Vcappae 2: PERMI I NQ . .................... CONTRACTOR.................................................................... . . LEGAL DESCRIPTION: LOT,.N0 . ...................................... BLOCK NO . .................................... . .. ............. .......................................... ..................................................................................................... .. NAMEOF ADDITION ............................................. .......................................................................... 240 8 C(O '7 2 rA D Av e - \A/ - NOTICE: No WARRANTY OF ACCURACY. The koloodon shown an the atiched map was oompiled for use by the CRY d Edmonds. Its "00ye" and consultants. The City ot Edmonds does not warrant the a=ffacY Of amything sd torth on the map. Any person or entity requesting & cOPY should conduct an independent lnqtdry regarding the information shown on #" man irAulnn W rint limited to. the location of arri sewer " shOJIL Such sewer sbibs may or may not exist and may or may not exist at Me location shown. Neither the City of Edriznds nor its employees or officOrS shall be liable toi the information givOl. on this map, no; for any oral tepesantadon provided based upon said map. PMV.0001-1 1175 (REV.1 1178) 2. 0 do Z I r 2.()'802- 7 1 N D AW. W. A ed- mwj';�� .................... DA'I'r'. 1. .... //.,L-19-2�.... By 4 (n The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS [:3 LID NO . .................. . ASMT. NO . .................. PERMIT NO . .................... OWNER................................................................................................ CONTRACTOR ................................................................ . . ... . .. ... LEGAL DESCRIPTION: LOT. NO . ...................................... BLOCK NO . .................................... B ADDRESS ....... ........... JO .......................................... .................................................................... .................................................. F4� A" P. FE, 2 " P. 1%y. I' r'q* -, merea 2. "cap Pee 2: NAMEOF ADDITION ..: ..................................................................................................................... 20SOO '7.ZtAio Ave-W. NOME, NO WARRAM OF ACCURACY. The Madon shown On 00 abdod mp was compled for M by to C4 d Edmonds. Its and consultants. Tho City of Eftonds don not warrant the Accuraq of affithing set forth on dw map. Any person or entity requesting & COPY should owiduct an independent Inquiry regarding the Information shown on th man i"Ann tut rVi Gn*ad ta ft 10Cati0n Of aM sewer Stub St"M ..." -'---jtjj'rnay or may not exist End may or may not exist at U* Such sewer imton shown. Neither the City ot Edmonds nor its omployM Or Offims shall be liable tor the inform --tor *' n nr this map, no; for any oral jepeswWon pranded based upon U&J IMP PW�I-0001 .11/75 (REV.1, 1178) 2-0 8 -r" S-T. sw. C/O 2 "P. F— —"",4 0 1 - V 2-70 t 3'15r2"C'*PP*Q '71ND AN. W. A ed- AW";K� DAT', .................... .... BY .'�J9 94. j 7 1995 FgING Turnberry Lane Condominiums 208'hStreet Southwest & 7rd Avenue West EDMONDS, WASHINGTON e STORMWA TER MANAGEMENT REPORT Prepared by. - Washington Land Design 9709 Third Avenue N.E., Suite 203 Seattle, Washington 98115 (206) 522-9510 FAX.- (206) 522-8344 FEX—PIR-ES 7/7/14, July 18,1997 Revised October 28, 1997 Revised December 12, 1997 Revised December 29, 1997 Revised Januafy 23, 1998 .1c fvr sm;e e. 1 &Ao TABLE OF CONTENTS VicinityMap ..................................................................................................................... 1 ProjectNarrative .............................................................................................................. 2 Project Description Existing Conditions Proposed Storm Sewer System Stormwater Detention Stormwater Quality Conveyance ExistingConditions Map ................................................................................................. ;.5 ProposedCondition Map ........................................................................... ...................... 7 Stormwater Runoff Hydrographs ..................................................................................... 9 I 0-Year, 24 Hour Design Storm 1 00-Year, 24 Hour Design Storm Flow Control Structure Calculations .............................................................................. 16 1 0-Year, 24 Hour Design Storm 1 00-year, 24 hour Design Storm Stormwater Conveyance Calculations ............................................................................ 22 FlowControl Detail ......................................................................................................... 24 Coalescing Plate Structure Detail .................................................................................. 26 CurveNumber Calculations ........................................................................................... 28 Time of Concentration Calculations ...................... I ........................................................ 30 Tumberry Lane Condominiums July 18,1997 Revised January 23, 1998 t . . ............. tit) < VM"mf Rf H.; NQIJ y V!!WLAN�) I ��L '7-1 wy r 1 981 1 N P1 I r WrX)!AfR1 "1 114, Of 1A . , * i x : ; : I BRACKHTS -199!tt � � S �, ,,w I - S I w t I N.� - I '? , -�ST INICIPAL LANDI AC Bi* N -it '410 �1'111. yy !..I MON.—. sw lot rotwif ?UOTH S1 w J] ST ,I jAI I R Wy p EL"*,MDS 202- — ST 202ND ZI %if RRA 'I ; C04"ITY RD A. ST '.W Pi�. Sw ;;i I N V L ?03RO ST W COLLEGE !1AI I Y S w 2 'L SW CIR Y'RA(tl �.w ";PLAYFUJI, i, PINE r RIDIW C rif COt L [Gf PtArF Si PK �T,�W: mid 05 KALD J VRIVjhG Rolilrif S I. Z01111 ST MA N ;t,'.. Pl. !sW I i PO ST I .,. - : 7 1w I)AY 104; Will f: 209TH P1 I WMIAL 210il ST sw o-MAPLI vosr sw I AL F ST PK� WAINUI' PAW ST -I I Tit ST .w - H --2 CLOA SI WWII. WY .T �pw X; I A'Am. - RU p1*111 PARK �T-- bp� -I- < ?13TH PL., TY pq a K J� SW jTH. P PL W-\ 2 1 1 It. 214TH PL W 0 i RIDE 2141m pl 215TH ST ?14!i; S. SW P; fw ST f r ST Sw Plitt T 2,16114 ST SW A 216TY- .717TH 14 640f) Sw (w AR K ?13 / TH PL P ,w W, RIDE Sw Sw I It 6 LIM 1?OTH ST sw �w 220TH Sr *ITCOM —:71. P P, 4_� r P, VILP *4 PIP I Silt RAM All I'j VA RK PK 2? 11 I ko, 0 71 rs, PROJECT NARRATIVE PROJECT DESCRIPTION The proposed project is on a 1.20 acre parcel to be redeveloped into a condominium complex. This project consists of the construction of four two-story buildings, parking, landscaping, stormwater conveyance/detention, utility improvements, and site grading to accommodate these improvements. The three existing on -site buildings (3,560 SF, 1202 SF, and 1,061 SF in area) will be demolished to accommodate the proposed development. The stormwater quantity and quality management system for the project has been designed in accordance with applicable requirements of the Washington State Department of Ecology Stormwater Manual and the City of Edmonds Storm Drainage Ordinances. EXISTING CONDITIONS The site is located adjacent to the northwestern corner of the intersection of 208 th Street SW and 72 nd Avenue W. On the existing site is a small private school. The overall site topography slopes from the northeastern portion of the property to the southwestern portion. The existing grades vary between 427 feet and 413 feet above mean sea level. Refer to the attached sketch of the existing site conditions. PROPOSED STORM SEWER SYSTEM Stormwater quality and quantity management has been designed in accordance with applicable requirements of the Washington State Department of Ecology Stormwater vfoijs Manual. all 1*" OC The proposed stormwater management system is designed to detain and treat the stormwater runoff for the areas subject to vehicular traffic. The detention system will consist of an underground detention pipe and a flow control structure which is to be located in the southeastern portion of the property. Detention of the increase in runoff due to the development of the site is addressed in the Stormwater Quality and Stormwater Detention sections of this report. The conveyance calculations for the storm system have been based upon the 25-year design storm as calculated using the SCS method as implemented in Waterworks software by Engenious Systems, Inc. The proposed drainage system is composed of curb and gutter, catch basins, and underground storm drainage pipe. '41 Tumberry Lane Condominiums July 18,1997 Revised January 23,1998 STORMWATER DETENTION Stormwater. runoff will be detained and released at or below the pre -developed runoff rates Runoff will be conveyed through an oilfwater separator and then into the proposed extension of the public storm drainage system in 72nd Avenue W. DETENTION The stormwater runoff is conveyed to the on -site underground detention pipe. The stormwater detention system has been designed to provide detention for the peak runoff for the 10 and 1 00-year, 24 hour storm eve ' nts based upon the SCS methodology as directed by the City of Edmonds. Curve numbers used in determining the design storms have been based upon available soils information.. The pre- developed (existing) 1 0-year and 1 00-year, 24 hour discharges for the entire site are 0.24 els and 0.49 cls respectively. The detention calculations for the stormwater management system have been based upon the SCS method as implemented in Waterworks software by Engenious Systems, Inc., and are provided in the Appendix. The table below summarizes the detention analysis. Pervious. Area 0.34 AC Impervious Area 0.86 AC Existing 10yr peak flow 0.24 cfs Existing 1 00yr peak flow 0.49cls Proposed I Oyr peak flow* 0.47 cfs Proposed 1 00yr peak flow* 0.75 cfs *Proposed peak flow before detention STORMINATER QUALITY OILIWA TER SEPA RATION The. stormwaterrunoff which is subject to vehicular shall be treated after it has been detained. Although other BMP's for water quality are preferred, an oil/water separator was selected due to space constraints. The oil/water separator has been sized to treat the 1 0-year, 24 hour storm. 3 Tumberry Lane Condominiums July 18, 1997 Revised January 23, 1998 Existing Conditions Map 17 L ri ti M3 V;4A) Ili III LL - --- - - - - - T -1 J� tfit"g GRAPHIC SCAtE T . . .. ......... 0. "" I - . 10 an- WB�Ii 4,-, - - - PlAnning & fngineenng 208th STREET CONDOMINIUMS EDMONDS. WASHINGT� EXISTING CONDITIONS IL-k, WA F3 I 95811 0 0 Proposed Condition Basin Map Turnberry Lane Condominiums Juty 18,1997 Revised December 29,1997 9 I N . DATE By REMSION DESCRIPTION DESCMD fly: ISSLIE DAir: Ington D" 81: Marudng & En#r-wing TURNBEARY LANE CONDOMINIUMS PROPOSED CONDITIONS PROICI No EDMONDS, WASHNGTON Stormwater Runoff Hydrographs Tine in Hours Hyd No.: 28 Rate: 0.25 cfs Time: 8.33 hr Vol 0.08 Ac-ft Int: 1.0.60 min Hyd No.: 28 Rate: 0.29 cfs Time: 8.50 hr Vol 0.11 Ac-ft Int: 10.00 min Hyd No.: -28 Rat�e: 0.43 cfs Time: 8.3 3 hr Vol 0.15 Ac-ft Int: 10.0b min Hyd No.: 28. Rate: 0.17 cfs Time: 8.33 hr Vol : 0.06 Ac-ft Int: 10.00 min Time in Nmrs Hyd No.: 28 Rate: 0.39 cfs Time: 8-17 hr Vol 0.13 Ac-ft Int: 10�.00 min Hyd No. : 28 Rate: .0.55 cfs Time: 8.50 hr Vol 0.19 Ac-ft Int: 10.00 min Hyd No.:, 28 Rate: 0.70 cfs Time: 8.17 hr Vol 0.24 Ac-ft Int: 10.00 min Hyd No.: 28 Rate: 0.30 cfs Time: 8.33 hr Vol : 0.11 Ac-ft Int: 10.00 min 1/23/98 page I Turnberry Lane Condominiums Edmonds, Washington BASIN SUMMARY PE vpc-wvlv BASIN ID: l00YRDTN NAME: 100 YEAR 3@q4"N@W SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERV RVIP PRECIPITATION .... : 3.00inches AREA..: 0.34Acres 0.86Acres TIME INTERVAL .... 10.00 min CN .... : 92.00 98.00 TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.75 ds VOL: 0.25 Ac-ft TIME: 490 min BASIN ID: 100YREX NAME: 100 YEAR E)CISTING STORM SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERV HAP PRECIPITATION .... : 3.00inches AREA..: 1.04Acres 0.16Acres TIME INTERVAL .... 10.00 min CN .... : 86.00 98.00 TC .... : 12.89 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0600 p2yr: 1.50 s:0.0400 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach - Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.49 ds VOL: 0. 17 Ac-ft TIME: 5 10 min 1/23?98 , page 2 Turnberry Lane Condominiums Edmonds, Washington BASIN SUNffvbkRY VEVO"Fwp BASIN ID: IOYRDTN NAME: 10 YEAR DgWakW2150 SCS METHODOLOGY TOTAL AREA ... ; ... : 1.20 Acres BASEFLOWS: 0.00 cfs L4000, RAINFALL TYPE .... TYPEIA PERV ff%4P PRECIPITATION .... : 2.00inches AREA..: 0.34Acres 0.86Acres TIME INTERVAL .... 10.00 min CN .... : 92.00 98.00 TC .... : 5.00 min 5.00 n-dn ABSTRACTION COEFF: 0.20 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.47 cfs VOL: 0. 16 Ac-ft TIME: 500 min BASIN ID: 10YREX NAME: 10 YEAR 0USTING STORM SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE I A PERV RAP 40/0" PRECIPITATION .... : 2.00 inches AREA..: 1.04 Acres 0. 16 Acres TRAE INTERVAL .... 10.00 min CN .... : 86.00 98.00 TC .... : 12.89 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0600 p2yr: 1.50 s:0.0400 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.24 cfs VOL: 0.09 Ac-ft TIME: 5 10 min Flow Control Structure Calculations 1/23/98 page 5 Tumberry Lane Condominiums Edmonds, Washington STAGE DISCHARGE TABLE MULTEPLE ORIFICE H) No. OREFICE Description: ORIFICE Outlet Elev: 411.80 *0 Elev: 409.80 ft Orifice Diameter: 2.3400 in. OV Elev: 414.50 ft Orifice 2 Diameter: 2.2500 in. STAGE <--DISCHARGE---> STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE > (ft) --- cfs -- ------- (ft) --- cfs -- - ----- (ft) --- CA -- ------- (ft) --- cfs-- 411.80 0.0000 413.10 0.1694 414.40 0.2396 415.70 0.4439 411.90 0.0470 413.20 0.1758 414.50 0.2442 415.80 0.4538 412.00 0.0665 413.30 0.1820 414.60 0.2921 415.90 0.4634 412.10 0.0814 413.40 0.1880 414.70 0.3145 416.00 0.4728 412.20 0.0940 413.50 0.1937 414.80 0.3326 416.10 0.4819 0000' 412.30 0.1051 413.60 0.1994 414.90 0.3485 416.20 0.4908 412.40 0.1151 413.70 0.2048 415.00 0.3630 416.30 0.4995 412.50 0.1243 413.80 0.2101 415.10 0.3763 416.40 0.5081 412.60 0.1329 413.90 0.2153 415.20 0.3889 416.50 0.5164 412.70 0.1410 414.00 0.2204 415.30 0.4009 416.60 0.5246 412.80 0.1486 414.10 0.2254 415.40 0.4123 416.70 0.5327 412.90 0.1558 414.20 0.2302 415.50 0.4232 416.80 0.5406 413.00 0.1628 414.30 0.2349 415.60 0.4337 a / 0 0 1/23/98 page 7 Tumberry Lane Condominiums Edmonds, Washington -------------- LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE <---DESCRIPTION----> (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 10 YR ........................ 0.24 0.47 PIPE FLCTRSTR 414.49Y 613.77 cf 100 YR ....................... 0.49 0.75 PIPE FLCTRSTR 416.2 2 1046.16 cf MEMMMMEW 1123/98 . page 4 Turnberry Lane Condominiums Edmonds, Washington STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. FLCTRSTR Description: FLOW CONTROL STRUCTURE Structure: ORNME Structure: Structure: WEIR Structure: Structure: STAGE <--DISCHARGE --- > STAGE <-DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE (ft) --- cfs -- ------- (ft) --- cfs — — ----- (ft) --- cfs -- ------- (ft) --- cfs -- ------- ----------- ---------- 411.80 0.0000 411.90 0.0470 412.00 0.0665 412.00 0.0665 1/23/98 page 6 Turnberry Lane Condominiums Edmonds, Washington' STAGE DISCHARGE TABLE BROAD CRESTED WEIR ID No. WEIR Description: OVERFLOW WEIR cd: 3.2 100 Weir length: 1.0000 ft. El: 416.75 ft. Weir Increm: 0. 10 STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE > (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --cfs -- ---- — - (ft) --- cfs -- ------- 416.75 0.0000 416.80 0.0402 416.80 0.0402 416.80 0.0402 1/23/98 page 3 Tumberry Lane Condominiums Edmonds, Washington ---------- STAGE STORAGE TABLE UNDERGROUND PEPE ID No. PEPE Description: DETENTION PEPE Diameter: 5.00 ft. Length: 57.00 ft. Slope ... : 0.0000 ft/ft upstr: dnstr: STAGE < ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE > (ft) --- cf--- --Ac-Ft- (ft) --- cf --- -- Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) --- cf--- --Ac-Ft- 411.80 0.0000 0.0000 413.10 231.23 0.0053 414.40 588.09 0.0135 415.70 936.63 0.0215 411.90 5.3417 0.0001 413.20 256.53 0.0059 414.50 616.54 0.0142 415. 80 959.84 0.0220 412.00 15.016 0.0003 413.30 282.39 0.0065 414.60 644.89 0.0148 415.90 982.20 0.0225 412.10 27.416 0.0006 413.40 308.75 0.0071 414.70 673.11 0.0155 416.00 1004 0.0230 412.20 41.945 0.0010 413.50 335.55 0.0077 414.80 701.14 0.0161 416.10 1024 0.0235 412.30 58.247 0.0013 413.60 362.73 0.0083 414.90 728.94 0.0167 416.20 1043 0.0239 412.40 76.074 0.0017 413.70 390.25 0.0090 415.00 756.46 0.0174 416.30 1061 0.0244 412.50 95.237 0.0022 413.80 418.05 0.0096 415.10 783.64 0.0180 416.40 1077 0.0247 412.60 115.59 0.0027 413.90 446.08 0.0102 41�.20 810.44 0.0186 416.50 1092 0.0251 412.70 136.99 0.0031 414.00 474.30 0.0109 415.30 836.80 0.0192 416.60 1104 0.0253 412.80 159.35 0.0037 414.10 502.66 0.0115 415.40 862.66 0.0198 416.70 1114 0.0256 412.90 182.56 0.0042 414.20 531.10 0.0122 415.50 887.97 0.0204 416.80 1119 0.0257 413.00 206.55 0.0047 414.30 559.60 0.0128 415.60 912.65 0.0210 Stormwater Conveyance Calculation Tumberry Lane Condominiums July 18,1997 -Revis� December 29,1997 Washington Land Design Planning Engineering -7 Project: w'q Date: IIVA? 7 Description: By: WFX- o44&- xw -- 7e.. VAAB /CC-m- 24HA.- C40 XOA- ,444 sr-z.,;we 6; y 0 , ±-�f- '/Z -r/.t I"P%- -5-. rp- '4 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (2-06) 365-0225 Flow Control Structure Detail Turnbe--v Lane -Condominiums , :'r .. . . , - SOLID COVER RIM EL 418.0' 2 � TYPE 2, 54" 0 CATCH BASIN STEPS OR LADDER GASKET (TYP.) SHEAR CATE 36"0 IN N us ml IE OU 1.80 Aw --All 1 q8O� IE = 411.80 SLEEVE COUPLING NON7SHRINK GROUT WELDED STEEL PLATE W/ 2.35" DIA. ORIFICE (#I) 54" o FLOW CONTROL STRUCTURE SCALE 1"=2' 1 46 TOP OF RISER 416.8 2-GALV.STEEL STRAPS 2.35" DIA. ORIFICE (#2) EL = 414-50 (WITH DOWN -TURNED ELBOW) -18" RISER 12"MAX. 3"MIN. 12"0 OUT FLEXIBLE ADAPTER COUPLING 2-GALV.STEEL STRAPS (TOP .AND BOTTOM) 0 Coalesing Plate Structure Detail Tumberry Lane Condominiums 660-CPS. OIL / WATER SEPARATOR 768 SO. FT. - EFFECTIVE COALESCING AREA 415 G.P.M. - MAXIMUM PROCESS FLOW COVER 4'-8" No. 64-2-342P 1,200 lbs. -�7 !T---�Ti -7-7!T'- 6-8" LITIT-7- - !Ti T17 1-Z 17 -7- _717 7 1T 71 - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - --- - - - - - - - - - - --- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OUTLET PIPE WITH SAMPLING TEE BY OTHERS FIBERGLASS HOLD-DOWN CHANNEL BASE ASSEMBLY No. 660-CPS 6,300 lbs. > OUTLET WEIR INLET PiPE W;TH ELBOW OIL RETAINING BAFFLE BY OTHERS .7� c i 5'-6* .0 i< COALESING MEDIA 4,_01 INLET WEIR - ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE R EVERSE SIDE. 4 0 Washington Land Design Project: Planning * Engineering Da I te: 117-Z /?Y- k/4 Description: .6 IVa By: W4:7: DOC TOIG� -rXimm.. fir - Z 3' .-oQ77, A4EZD- Yr Oki: 14 Alxia Ow WAMSAg- IJ t :30 - 7-14NIIw4-TIS- . r�.V i r.WAa- M IW.WVA5b ---,J ZFsa USV-=P 2-/ -n--e-w-b ' !ry W10 -'rAWL'&r - AP40 -4 U-470 C-O^V-Ar-K JW rIJ& PUMX.� rme sw� CT .:XT %&&nrAkW -r44-: 04"W4b :PAW"eJ=- A AlMall G;4WVA&C> WAMIZ. 71,08le r-1114 "w- C'X-7y -F ." ~ft Y2[--D AS "-COACA C&OW7W P'itlramwD S�E AffbVV 14144-MOb AS' 0- C?PFOJ Cc Z 10700 Meridian Avenue North, Suite 503, Seattle, WaMiington Xs 133 (206) 365-9510 Fax: (206) 365-0225 STORMWATZR MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN SOU Ty" Hydroiasia Sad am" Sad Type Hydraktic SW Grow M90011405 a sp"Way AIS N! 4, ") B Sprint" B Nooback C sularver N== CID 311kon C Ovarty C subm variant B Ok" KD SIRENS C Okianount C 4--alft- ND Oly B T80011011 D Ones D Taawax ND Oridis D T"ImAkit ND Ortirw ND Tenino C 080 C riach D Ovau C Takul ND Foofik C Townsend C fteemy C Tribm ND Pbsbas ND TvkWds D PUsbuck C Tuhay ND Polak" C urnm Vari" Podobo C Vaikon 8 P"dor C Ve" C P"K D WWO10 ND Pay B Wardes B Quests ND Wbidbey ND QW3108110 ND Wi1kesen B 14810W B WLft1aW A Raimieff, C woodinv& B Room a YdM C aded ND ZY&W Hydrologic Sail Group Classifications A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well -to -excessively drained sands or gravel*. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. Theme soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surrac-e—, -and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. ND Data not currently available for this mail type. *From SCS, TR-55, Second Edition, June 1986, Exhibit A-1. Revi-sro—ne made from SCS, Soil Interpretation Record, Form #5, September 1988 and various county scf." survey*. III-1-10 FIBRUWY, -19TY 17. Erosion -and Sediment . rem#-nt - Financial Liability. Performance bonding, or other appropriate financial instruments, shall be requir-ed for all projects to ensure compliance* with the approved erosion and sediment control plan. I I-XIOXIIXIN IJVJ ZI IRN ST M e I kw.,% 94"(41713 MINA e I DIA 0 D_XV N110i 014'VT am-741-:3 -.1091VA 4 V-16WOIIR#.V A. Any new development or redevelopment with more than 2,000 square feet of new impervious surfacing shall be required to provide stonn water quality control.* Compliance will be demonstrated by implementing an approved Storm Water Site Plan. Guidelines for Storm Water Site Plans are provided in the manual. The plan must address the following requirements, in addition to ESC requirements. SOC Minimum Rgguirement - Storm Water Detention/Strearnbank Erosion Control. Storm water discharges shall control stream bank erosion and flooding of the downstream storm system by limiting the peak rate of runoff from the site. The predevelopment condition for all cases other d= open water bodies shall be considered meadows or young second growth forest. As the first priority to meet this requirement, BMPs shall udH= infiltration to the fullest extent practicable only if site conditions are appropriate and ground water quality is protected. Due to high ground watcr tables in large portions of the City and a landslide complex in the Meadowdale area (where high ground water increases the slide hazard), there are few sites within the City where infiltration should be considered., Exhibit B delineates the areas where infiltration may be feasible for this requirement if the site satisfies the requirements outlined in the Manual. BMPs shall be selected, designed, and maintained according to the Manual. The minimum diameter orifice size used for control shall be 5/8 of an inch. In the case of redevelopment, this requirement shall apply only. to that portion of the site that is being redeveloped. Any development or redevelopment that has less than 5,000 square feet UMA -13- -STORNWATIR MANAGEMENT MANUAL FOR THE PUGET BOUND BASIN Table 111-1.3 SCS Western Washington Runoff Curve Numbers (Published by SC8 in 1982) Runoff curvenumbers for selected agricultural, suburban and urban I --A --� fo%w Rkirrum 11 va4nfall Mai-9-4htit-inn- IA-hnur mtnrm duratinn- LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A 8 C D Cultivated land(l): winter condi tion 86 92 94 95 Mountain open a roast low growing brush grasslands 74 82 89 92 Meadow or pasture:_ 65 78 85 89 Wood or forest landt undisturbed 42, 64 76 81 wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. Good condition: grass cover on 05% of the 68 80 86 90 area Fair condition: grass cover on 50-75% of 77 85 .90 92 the area Gravel roads & parking lots: 76 85 89 91 Dirt road's &parking lots: 72 82 87 89 impervious surfaces, pavement, roofs etc. 98 98 98 98 otmn water bodies: lakes, wetlands, ponds etc. 100 100 100 100 single family residential(2): Dwelling Unit/Gross Acre %Impervious(3) Separate curve number 1.0 DU/Qh 15 shall be selected for 1.S DV/QA 20 pervious G impervious 2.0 DU/GA 25 portions of the site 2.S DU/GA 30 or basin 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 .6.5 DU/GA 54 7.0 DU/GA 56 PUD's, condos, apartments, %impervious cottimercial businesses must be Industrial areas computed (1) For a more detai led description of agricultural land use curve numbers refer to National Engineering Handbook, Soc..4, Hydrology, Chapter 9, August 1972. (2) Assume@ roof and driveway runoff in directed into strost/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 111-1-12 FEBRUARY, 1992 EXHIBIT 8 CitY of Edmonds 0 Washington Land Design Planning Engineering Project: Description: Date: /2/�V/17 By: V,4::F- 14abe 7Wr— av- =-e: z--V mrpgo r. V -J'w6'w 12-111. A 0. T# ,w 12.-75—,, 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 Washington Land Design Planning Engineering Project: Description: CO. 0 z r 4 v Date: By: 25 , -, -w --ot lulat, nwrime ivorm, 3utte .5U.3, 5eattle, Washington 98133 (206)365-9510 Fax:(206)365-0225 CITY OF EDMONDS HARVE H. HARRISON MAYOR 200 DAYTON ST. - EDMONDS, WASHINGTON 98020 * (206) 771-3202 OFFICE OF THE CITY ENGINEER December 21, 1981 Mr. Gary A. Nelson 9710 Wharf Street Edmonds, Wa. 98020 Dear Mr. Nelson: W=z% lf� tinT FILE SUBJECT: L.I.D. 206 - SANITARY SEWER CONNECTION RE: PROPERTY LOCATED AT 7218 208TH ST. S.W. City of Edmonds records indicate that you are the owner of property located in the College Place Area, and that the ..sanitary sewer service is now available to your property. Residents abutting this sewer main are required to be connected per Edmonds City Code (18.10.010). In consideration of the completion of the sewer system and the aforementioned code, you are hereby advised that you should make arrangements to make the necessary sewer connection within sixty (60) days. If you have any questions, please contact Jerry Saterlie at 775-2525, extension 259. Permit and connection information may be obtained at the Building Department, at 505 Bell Street. S incerely, JAMES E. ADAMS, P.E. City Engineer JR: jky 1� �01= HOOL S. W. 98020, 7Z/$ o4c All, m Rllw I 12� 3Prl I - 9'�) '12C. Date: To: Subject: CITY OF EDMONDS BARBARA FAHEY MAYOR 250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works Planning 9 Parks and Recreation e Engineering Letter of Transmittal February 3, 1997 Environmental Review Section Department of Ecology PCI-Box 47703 Olympia, WA 98504-7703 7218 208th St. SW, Edmonds (File No. ADB-96-150) Transmitting Mitigated Determination of Nonsignificance For Your Information: XX As you requested: For your file: Comment: Note attachments: Sincerely, Cc: WSDOT Stevens Hospital Edmonds School District Community Transit Robin Miller Diane Cunningham, Administrative Secretary 9 Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan OV. EDAI CITY OF EDMONDS 250 STH AVENUE NORTH, EDMONDS, WA 98020 (206) 771-0220 RCW 197-11-970 Determination of Nonsignificance (DNS) MITIGATED DETERMINATION OF NONSIGNIFICANCE Description of proposal: The proposed 28 unit multiple family dwelling complex, 56 parking stalls and approximately 2,800 cubic yards of grading proposed (File No, ADB-96-150). Proponent: Robin L. Miller, 146 3rd Ave S., Edmonds, WA 98.020. Location of proposal, including street address if any: 7218 208th Street Southwest Lead agency: CITY OF EDMONDS The lead agency for this proposal has determ�ined that it does not have a probable significant adverse impact on the environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS.. XX This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by Fe- 6. 1 S( .19971. Responsible Official: Jeffrey S. Wilson Position/Title: Current Planning Supervisor, Department of Community Services - Planning Division Phone: 771-0220 Address: City of Edmonds, 250 5th Avenue North, Edmonds, WA 98020 Date: XX You may appeal this determination to Robert Chave, Planning Manager, at 250 5th.Avenue North, Edmonds, WA 98020, no later than Mom� Lf 1997, by filing a written appeal citing the reasons. You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the procedures for SEPA appeals. XX Posted on Fe 6. 3 , 1997, at the Edmonds Public Library, Edmonds Community Services Building, and the Edmonds Post Office. XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist. Page I of 2 AD96150A.DOC 1/30/97.SEPA Mailed to the -following along with the Environmental Checklist: XX Environmental Review Section XX Edmonds School District No. 15 Attn.: Bret Carlstad, Planning and Property Department of Ecology Manager P.O. Box 47703 Olympia, WA 98504-7703 20420 68th Avenue West Lynnwood, WA 98036-7400 XX Washington State Dept. of Transportation XX Community Transit TSM&P/Land Developer Attn.: Brent Russell 15700 Dayton Avenue North Seattle, WA 98133 1133 164th Street Southwest, #200 Lynnwood, WA 98037 XX Stevens Memorial HospiW XX Robin Miller 21601 76th Avenue West 146 3rd Ave N Edmonds, WA 98026 Edmonds, WA 98020 XX MITIGATING MEASURES INCORPORATED INTO THE PROPOSAL: I . BASED ON THE COLLEGE PLACE TRIP MITIGATION ORDINANCE, AND THE NUMBER OF DAILY TRIPS PROJECTED BY THE TRAFFIC REPORT SUBMITTED BY THE APPLICANT, A TRAFFIC MITIGATION FEE OF $22,616 IS REQUIRED TO BE PAID PRIOR TO THE ISSUANCE OF THE BUILDING PERMITS FOR THE PROPOSED PROJECT. CERTAIN STREET REQUIRED STREET IMPROVEMENT WORK MAY BE CREDITED TO THE TOTAL MITIGATION FEE. ANY POSSIBLE CREDITS SHALL BE DETERMINED BY THE CITY ENGINEER. Attachments pc: File No. ADB-96-150 SEPA Notebook Pap 2 of 2 AD96150A.DOC 1/30/97.SEPA of E MEMORANDUM Date: January 28, 1996 To: File No. ADB-96-150 From: John Bissell, Associate Planner Via: Jeffrey S. Wilson, Responsible Official Subject: ENVIRONMENTAL DETERMINATION FOR THE UNIT MULTIPLE FAMILY DWELLING COMPLEX STALLS AND APPROXIMATELY 2,800 CUBIC GRADING PROPOSED, FILE NO. ADB-96-150 PROPOSED 28 56 PARKING YARDS OF I have had the opportunity to visit the site, review the environmental checklist, site plan, building plans, and trip generation report which have been prepared for the project. A copy of these documents are filed in the official file for this permit. Based on my review of all available information and adopted policies of the City, I recommend that a mitigated determination of nonsignificance be issued for the project. The subject property is located within a transportation study area. The study, known as the Bell - Walker College Place Transportation study, indicates that the addition of new vehicle trips within its boundaries create specific impacts. The Study also outlines mitigations that should be required within the transportation study area. In this case, the number of trips generated was by the Bell Walker Study. The City has adopted the College Place Transportation Study Area as an Environmentally Sensitive area, and has adopted the findings of this study as policy. Based on my review of all information and adopted policies of the City, I am.recommending that the proposal be changed or clarified to include the following mitigating measures so that a Mitigated Determination of Nonsignificance (MDNS) can be issued. Recommended Mitigation Measures: Based on the college place trip mitigation ordinance, and the number of daily trips projected by the traffic report submitted by the applicant, a traffic Mitigation fee of $22,616 is required to be paid prior to the issuance the building permits for the proposed project. Certain street required street improvement work may be credited to the total mitigation fee. Any possible credits shall be determined by the City Engineer. City of Edmonds cza Planning Division AD96150B.DOC 01/30/97. This recommendation is based on adopted policies of the City as found in the Edmonds Community Development Code (ECDC). Specifically, the following apply: City of Edmonds Ordinance 2824, College Place Traffic Mitigation Ordinance. (see attached mitigation requirements) These policies directly support the "above mentioned mitigation measures and require these measures in order to fully mitigate the impacts created by the proposal. Should you have any questions concerning the information in this memorandum, please contact me. Review by Responsible Official I concur: I do not concur: Comments: Sj�� (At&-) Jeffrey S. Wilson Date Attachments pc: File No. ADB-96-150 Page 2 of 2 AD96150B.DOC 01/3a/97. IC)V EDAf 0, MEIN*?, St. I Purpose of Checklist. CITY OF EDMONDS ENVIRONMENTAL CHECKLIST The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the envirorunent. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructionsfor Applicants This envirorimental checklist asks you to describe some basic information about your proposal. Goverrimental agencies use this checklist to determine whether the environmental impacts of your proposal are significant requiring preparation of an EIS. A�swer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or does not apply". complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checkfistfor nonprojectproposals. Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." 114 ADDITION, complete the SUPPLEIvENTAL SBEET FOR NONPROJECT ACTIONS q= D). For nonproject actions, the references in the checklist to the words "project;" "applicant" and "property or site" should be read as "proposer," and "affected geographic area," respectively. A. BACKGROUND - I. Name of proposed project, if applicable: 2jC)B*" Siveet SW Condorn�iumG bob Xlepfh5er Me 5r-hroeder 2. Nameofapplicant: — Double FZ:!31e DevelopmeMs UC 3. Address and phone number of applicant and contact person: 14(o Third Avenue &Mh ScArnards. WA qB010 ATTN: Rob Mi Iter (ZO(o) S93-02.38 CHKLTMMI-NOV-93 Page I Of24 4. Date checklist prepared: December 18, 199(0 5. Agency requesting checklist: City of Edmonds. 6. Proposed timing or schedule (including phasing, if applicable): CQhSirUCjj0n MIA 1297 I Phases (STAFF COMMENT I Do you have any plans for future . additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 'N 0 (STAFF COMMENTS) S. List any environmental -information you know about that has been prepared, orwill be prepared, dire . ctly related to this proposal. (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal?, If yes, explain. No (STAFF COMME 0=T-D=-N0V-93 Page 2 Of24 MASIMPRA 10. List any government approvals or permits that wiU be needed for your proposal, if known. (STAFF COMMEN 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. 2 -Ud -WAI CohdoVyil6lUm A ii r&der) - 900,__ 13501f Vilth CoVelred ?4hd SUVfA(e PAYk�hQ on A C.0.0on t Sf Sije_ (STAFF COMMENTS) 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. Wh ' He you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. is louted e *y SW Corner of L08-1h 5t-5W (STAFT COMMEN CMUMCU-NOV-93 Page 3 of 24 UASMMM 2 TO BE COMPLETED BY APPLICANT B. ENVIRONMiNTALILEMENTS 1. Earth a. General description of the site (circle one):Q�offing, hilly, steep slopes, mountainous, other: (STAFF COMMENTS) b. What is the steepest slope on the site (Approximate percent slope)? io Z� borji)ern edge, (STAFF COMMENTS) C. What general types of soils are found on the site (for example, clay, sand-, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. szndNi qravel (latn) (STAFF COMMENTS) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. 0 Par 4 of 24 CHrXTJ=1-N0V-" MASMSPFA e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. C U1 24 d 11 WA Gh-5iJkC sooil 5nme— e'%�nfj Inm be reQuilred 500 CLA-)(d. (STAFF COMMNTS) 7- E Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No (STAFF COMMENTS) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? GQ—(Q070 (STAFF COMMEENTS) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: L?AhdS(A�1hQ - -And pmseniinQ PX115-hN JrecS Where possible— J J (STAFF COMN[ENTS) MEMO a. What types of emissions to the air would result from the proposal (Le., dust, automobfle, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. —MIWM211 -- -(Yoni Construchon a (STAFF COMMNTS) CHnTD=1-NW-*3 Pap 5 of 24 MASTEMSPRA b. Are there any off -site sources of emissions or odor that may cffect your proposal? If so, generally describe. No (STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: (STAFF COMMENTS) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the -site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. (STAFF COMMENTS) (2) Will theproject require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No (STAFF COM[MENTS) (3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None (STAFF COMMENTS) Page 6 of 24 CMTDOCU-NOV-93 MAMIMSM (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No (STAFF COMMENTS) (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No (STAFF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface Waters? If so, describe th e type of waste and anticipated volume of discharge. NO (STAFF COMMENTS) b. Ground: (1) Will ground water be withdrawn, or will water be discharged to ground witer? Give general description, purpose, and approximate quantities if known. No (STAFF COMMENTS) CHKLTMMI-NOV-93 Pap 7 af24 WASTERWU f-) (2) Describe wastematerial that will be discharged.into the ground from septic tanks or other sources, if any (for- example: Domestic sewage; industrial, containing the following chemicals .. ; agricultural; etc.). Describe the general size of the system, the number of such systems, -the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. NQh C (STAFF COMMXNTS) C. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Oh-5de- 5tDYrn yY2,fer deiemb6h MfAKA-hbll s�sie (STAFF COMMXNTS) (2) Could waste materials enter ground or surface waters? If so, generally describe. (STAFF COMMENT�) d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: StOYIM defen-Holl 'S�-'�Aem (STAFF COMMENTS) Page 9 af 24 CMMTZ=-NOV-" MASrBR%WEA 4. Plants a. Check or circie types of vegetation found on, the site: deciduous tree: alder, aspen, other. A6H evergreen tree: (9 Eii�e�other. v� shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other. water plants: water lily, eelgrass, milfbil, other. other types of vegetation: (STAFF COMMENTS) b. What kind and amount of vegetation will be removed or altered? SoMe Shru bS -Wee S (STAFF COMMENTS) C. List threatened or endangered species known to be on or near the site. (STAFF COMMENTS) CHMTZMI-NOV-93 Pap 9 of 24 MASMR%PRA d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site, if -any: (STAFF COMNMNTS) 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle,4En=gbirds other: mammals: deer, bear, elk, beaver, other: 5rN4 tj rodenis fish: bass, salmon, trout, herring, shellfish, other. (STAFF COMMENTS) b. List any threatened or endangered species known to be on or near the site. None (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. (STAFF COMNMNTS) Par 10 of24 CHKLTMMI-NOV-93 MASM%M d. Proposed measures to preserve or enhance wildlife, if any: — J�Anp— (STAFF COMMENTS) 6. Energy and Natural Resources a. What kinds of energ� (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. (STAFF COMMENTS) b. Would your project affect the potential. use of solar energy by adjacent properties? If so, generally describe. — No (STAFF COMMXNTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: (STAFF COMMENTS) CMMTJMI-NOV-93 Page 11 of 24 UABMWEA e-) I Environmental Health a. Are there any environmental I health hazards, including exposure to toxic chemicals, risk of,fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. NC) (STAFF COMNIENTS) (1) Describe special emergency services that might be required. (STAFF COMMENTS) (2) Proposed measures to reduce or control environmental health hazards, if any: -None b. Noise (1) (STAFF COMMENTS) What types of nois� exist in the area which may affect your project (for example: traffic, equipment, operation, other)? -1-VAY-IL (STAFF COMMENTS) CMMTDMI-NOV-93 Par 12 of 24 b(ASMWEA r-) (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. (STAFF COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: (-omtyuctioy) 2,uh�ji-h*e-s wh rne.e; StAha.Ar86- - . W J (STAFF COMMENTS) S. Land and Shoreline Use a. What is the current use of the site and adjacent properties? CuYeenf 11ASe- '. -Piri�aEe- 5chno 'Nov +k Gol� roulrse- Vves+: kulit - Varni 1��J (STAFF COMMENTS) b. Has the site been used for agriculture? If so, describe. — No (STAFF COMMENTS) Page 13 of 24 CflnTD=-N0V-" WREMSPEA C. Describe any structures on the site. . ., A * . (STAFF COMMENTS) d. Will any structures be demolished? If so, what? - \ 'Les, al i hu i ICL Ih (STAFF COMMENTS) e. What is the current zoning classification of the site? — RM I. ; (STAFF COMMENTS) f. What is the current comprehensive plan designation of the'site? Multi - FAmi 1--i (STAFF COMMENTS) 9. If applicable, what is the current shoreline master plan designation of the site? (STAFF COMMENTS) CWMTM=-N0v." MASMWEA Par 14 of24 h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. — 1-40+ -Khown (STAFF COMMENTS) L Approximately how many people would reside or work in the completed project? Co c) — -7 (STAFF COMMENTS) j. Approximately how many people would the completed project displace? C) — Nto one Yesides oh-s'df (STAFFCOMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: I . - . I . MUMMU&I'MOZZWOU ATM ma. - (STAFF COMMENTS) L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: -PYU,FCSCI0,MI re,�IeW zhd AP Yoval. I I S (STAFF COADIENTS) CHKLTJD=-NOV-93 Par 15 of24 MASMWEA 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high,'middle, or low-income housing� 2A - r die nid (STAFF COMN(ENTS) b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low- income housing. - 0 (STAFF COMMENTS) C. Proposed measures to reduce or control housing impacts, if any: Wone (STAFF COMMENTS) .10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? '% — r--.4. J. - - I - -, - I - I k (STAFF COMMXNTS) Par 16 of 24 CHKLTDWj-NOV-93 MASMR%VEA A� b. What views in the immediate vicinity would he altered or obstructed? mk�oy views s J (STAFF COMMENTS) C. Proposed measures to reduce or control aesthetic impacts, if any: Ma-hAye trees, will be pirescnmd where- possibLe. (STAFF COMMENTS) 11. Light and Glare a. What type "of light or glare "I the proposal produce? What time of day would it mainly occur? (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? — No (STAFF COMMENTS) C. What existing off -site sources of light or glare may affect your proposal? MIkOy IYAL A Ct 7010 MQUOUL %J (STAFF COMNMNTS) CHKLTDWI-NOV-93 Page 17 of24 HASMUMA d. Proposed measures to reduce or control light and glare impacts, if any: (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? (STAFF COMMENTS) b. Would the proposed project displace any existing recreation uses? If so, describe. NO (STAFF COMMENTS) C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None (STAFF COMMENTS) Page 19 of 24 CMLTMWI-NOV-93 AV'-, -, 13. Historic and Cultural Preservation a. Are there any places or objects fisted on, or. proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None (STAFF COMMENTS) b. Gener i ally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. (STAFF COMMENTS) C. Proposed measures to reduce or control impacts, if any: — None, (STAFF COMMENTS) 14. Trinsportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 72,1'�* Wii1,N +wo Airovew;)---i .2cce(,� nnn�+c, (STAFF COMMENTS) CMUMI-NOV-93 Page 19 of 24 MASTEMSM b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit stop? Ye s (sipp w'Aih 0 (STAFF COMMENTS) C. Ho . w many parking spaces would the completed project have? How many would the project eliminate? GO SP2XeS, 14 Wi POMM "-" VV IN (STAFF COMMENTS) d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). CUVbS qukr w2alks C e2i S+ f-Yn e4e of %J �—. Sq . I U— J 4-a on)peYf-,I -ah 72-,"') 1 1 J - (STAFF COMMENTS) e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. 'No (STAFF COMMENTS) CHMTM=I-NOV-93 Pap 20 of 24 MASM&WEA f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. (STAFF COMMENTS) U:00 g� Proposed measures to reduce or control transportation impacts, if any: - Nons (STAFF COMMEENTS) 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. M�hiM2,1 6PACt (STAFF COMMENTS) b. Proposed measures to reduce or control direct impacts on public services, if any: — '�4one' . . (STAFF CONMNTS) Page 21 of 24 CHMMMI-NOV-93- MAMMU 16. Utilities a C - . J�—Hties currently available at the site: (sanitary !!!Ler) septic system, other. CA)DU —tv (STAFF COMMENTS) b. Describe the utilities that are proposed for the project, the utility. providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. -F-k-cfYiCiL-i -MD "-A ReAuc"e - bqnhwood blspos2l - GAs - \N hii�ckh NA+Uvz I 6'a-5 01�1,eTV- Chambers -7elepho-ht GIFE ornevs - C i (STAFF COMMENTS) C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. W 'be(ember i'18--js9c, JI I Yoeder Signature of Proponent Date Submitted Page 22 of 24 CMMTMMI-NOV-93 MASTIRWEA D. SUPPLEMMNTAL SliEET FOR NONPROJECT ACTIONS (do not use this sheetfor project actions) Because these questions are very general, it may be helpful to,read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air, production, storage, or release of toxic or hazardous substances; or production of noise? Proposal measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural msources are: Par 23 of24 CMMTM=-NOV-" UAffMRXRVRA 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodpWns, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: How would the proposal be likely to affect land and shoreline use', including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. Pap 24 of 24 CHKLTDMI-NOV-93 MASFERWU 0006. WSS/tcp/klt 11/30/90 ORDINANCE NO. 2824 AN ORDINANCE OF THE CITY OF EDMONDS, WASHINGTONI AMENDING THE ENVIRONME14TALLY SENSITIVE AREAS MAP AND EDMONDS POLICY PLAN TO INCLUDE THE COLLEGE PLACE TRAFFIC AREA AND FIXING A TIME WHEN SUCH ACTION SHALL BE EFFECTIVE. WHEREAS, the City has designated through the Edmonds Policy Plan certain environmentally sensitive areas which are not subject to the exemptions established by WAC 197-11r800 and ECDC 20.15A.100; WHEREAS, the Council finds that the traffic wi thin the College Place area h as reached a critical level and has previously commissioned a study know as the Bell Walker Report in.* order to determine the offsite impacts of development and appropriately assess mitigation fees; WHEREAS, the implementation of mitigation fees are restricted by the categorical exemption relating to the construction of building projects with four or fewer units; and WHEREAS, the Council finds that the College Place neighborhood, given the impacts of any additional impact traffic, on the already critical traffic situation, should be designated as an environmentally sensitive area in order that all new construction be reviewed to determine whether impact fees are appropriate, NOW, THEREFORE,. THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON, DO ORDAIN AS FOLLOWS: WSS528720 -1- Section 1. The Edmonds Policy Plan, the, Environmentally Sensitive Areas Map is hereby amended to include the College Place traffic area shown on the Attached Exhibit A, incorporated by this reference as fully as if herein set forth. Section 2. This ordinance, being an exercise of a power specifically delegated to the City legislative body, is not subject -to referendum, and shall take effect five (5) day s after passage and publication of the ordinance or a summary thereof., consisting of the title. APPROVED: MA71.,AR� AUGHtEN ATTEST/APTHENTICATED: R E-TY ftERK, JACQUELINE G. ARRETT APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: BY FILED WITH THE CITY CLERK: N6vember 30, 1990 PASSED BY THE CITY COUNCIL: 26, 19911� PUBLISHED: March 1, 1991 EFFECTIVE DATE: March 8,' 1991 ORDINANCE NO. 2824 WSS528720 -2- I DEVELOPER MITIGATION General The use of developer funded traffic impact mitigation measures has become a necessary component of transportation planning activities in recent years. The City f Edmonds has. approached the point of development that will require developers to proviode traf f ic impact mitigation in order -to maintain acceptable traffic operations on the city street system. Three Possible mitigation scenarios are discussed in this report as Possible Policy for the City of Edmonds to adopt in the interest of pre s erving and providing an efficient, safe and affordable transportation system. Transportation Impact Fees The process of "charging" developers for the impacts their projects have on the transportation system has become an increasing viable method of allocating improvement costs fairly over a wide area. Impact fees are commonly assessed based on peak -hour trip generation of the development and are used to fund immediate 'ol� future projects required to mitigate the developer's impacts to the adjacent str et system. s -time traffic impact fee of $*2,010 Angeles County, California has established a one i Lo per peak hour trip generated for new developments. The fee is deposited into -a transportation trust fund and is used area -wide to provide improvements as needed. Montgomery County, Maryland requires a similar fee, but requires annual payments to cover 20-year construction bonds for required projects. Again, the fee is based on peak hour trip generation. Dallas, Texas uses a flat rate fee of $0.50 per square fOOt'of development. While simpler to establish than fees based on trip generation, it is not as equitable due to the wide ra ge of trip generation C*harac' teris tics attributable to a given square foot of devellolpment. The " cost per trip" factor calculated for use in the project 'prioritization section Of this report could also be used to establish a cost per peak hour trip impact fee for the College Plac-e Traffic Study study area. The type of improvements to the street system can be divided into those that primarily serve the immediate area (local streets) and those that are improvements to the arterial streets and serve the entire area. The costs for local streets would be totally the responsibility of the study area. The arterial street improvement costs would be shared bas'ed' on the contributed traffic volume.. The fee is determined as follows: Arterial Local Streets Streets Total Cost of Improvements* Total Additional P.M. Peak $1,149,000 Trips .1 — 1,745 $199,000 -- 1,745 $1,348,625 1,745 Impact Fee Per Added . P.M. Peak Trip $ 658 $ 114 $ 772 * Share of cost det-ermined traffic to total traffic. by Jurisdictional and the Refer to Figures 6-10, -and ratio of . Table 7. site generated -28- TA �0 �- .,h .� . I �' W " Vm OIT W. -hn. :P,� ADB'— &i SO, tM 'ZfA�, V1, V RM- F.5 541i. V i") LU T�Au �7. z 04 212TH ST sw,-- Vicinity and Zoning Map qm Exhibit 1 File# AP-96-150 0006. WSS/tcp/klt 11/30/90 2824 ORDINANCE NO. AN ORDINANCE OF THE CITY OF EDMONDS, WASHINGTON, AMENDING THE ENVIRONMENTALLY SENSITIVE AREAS MAP AND EDMONDS POLICY PLAN TO INCLUDE THE COLLEGE PLACE TRAFFIC AREA AND FIXING A TIME WHEN SUCH ACTION SHALL BE EFFECTIVE. WHEREAS, the City has designated through the Edmonds Policy Plan certain environmentally sensitive areas which are not subject to the exemptions established by WAC 197-11-800 and ECDC 20.15A.100; WHEREAS, the Council finds that the traffic within the College Place area h as reached a critical level and has previously commissioned a study know as the Bell Walker Report in. order to determi ne the offsite impacts of development and appropriately assess mitigation fees; WHEREAS, the implementation of mitigation fees are restricted by the categorical exemption relating to the construction of building projects with four or fewer units; and WHEREAS, the Council finds that the College Place neighborhood, given the impacts of any additional impact traffic on the already critical traffic situation, should be designated as an environmentally sensitive area in order that all new construction be reviewed to determine whether impact fees are appropriate, NOW, THEREFORE,. THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON, DO ORDAIN AS FOLLOWS: WSS528720 -1- Section 1 The Edmonds Policy Plan, the Environmentally Sensitive Areas Map is hereby amended to include the College Place traf f ic area shown on the Attached Exhibit A, incorporated by this reference as fully as if herein set.forth. Section 2. This ordinance, being an exercise of a power specifically delegated to the City legislative body, is not subject to referendum, and shall take effect five (5) days after passage and publication of the ordinance or a summary thereof consisting of the title. APPROVED: ATTEST/AUTHENTICATED: tfTY ftERK, JACQUELINE G. PARRETf— APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: I'-V4 FILED WITH THE CITY CLERK: N6vember 30, 1990 PASSED BY THE CITY COUNCIL: -rebruary..26, 1991*-.-'�' PUBLISHED: March.1, 1991 EFFECTIVE DATE: March 3, 1991 ORDINANCE NO. 2824 WSS528720 -2- DEVELOPER MITIGAZION General The use of developer funded traffic impact mitigation me . asures has become a necessary component of transportation planning activities in recent years. The City of Edmonds has. approached the point of development that will require developers to provide traffic impact mitigation in order to maintain acceptable traffic operations on the city street system. Three Possible mitigation scenarios are discussed in this report as Possible Policy for the City of Edmonds to adopt in the interest of preserving and providing an efficient, safe and affordable transportation system. Transportation Impact Fees The process of "charging" developers for the impacts their projects have on the transportation system has become an increasing viable method of allocating improvement costs fairly over a wide area. Impact fees are commonly assessed based on peak -hour trip generation of the development and are used to fund immediate or future projects required to mitigate the developer's impacts to the adjacent street system. Los Angeles County,. California has -established a one-time traffic impact fee 0 f $2 " 0 1 0 per peak hour trip generated for new developments. The f ee is de pos ited into a transportation trust fund and is used area -wide to Provide improvements as needed. Montgomery County, Maryland requires a similar fee, but requires annual Payments to cover 20-year construction bonds for required projects. Again the fee is based on peak hour trip generation. Dallas, Texas uses a flat rate fee' Of $0*50 per square fOot'Of development. While simpler to establish than fees based on trip generation, it is not as equitable due to the wide range of trip generation c*haracteristics attributable to a given square foot of development. The 11cost per trip" factor calculated for use in the project prioritization section of this report could also be used to establish a cost per peak hour trip impact fee for the College Place Traffic Study study area. The type of improvements to the street system can be divided into those that Primarily serve the immediate area (local streets) and those that are improvements to the arterial streets and serve the entire area. The costs for local streets would be totally the responsibility of the Study area. The arterial street improvement Costs would be shared based on the contributed traffic volume. The fee is determined as follows: Arterial Local Streets Streets Total Cost of Improvements* Total Additional P.M. Peak $1,149,000 Trips 11745 $1990000 --- 1, 45 $1, 348,625 1 745 Impact Fee Per Added P.M. Peak Trip _ $ 658 $ 114 $ 772 Share of cost determined traffic to total traffic. by Jurisdictional and the Refer to Figures 6-10, -and ratio Table 70.f site generated -28- 0 1 0 LETTER OF TRANSMITTAL Washington Land Design 9709 Third Avenue N.E., Suite 203, Seattle, Washington 98115-2027 (206) 522-9510 FAX: (206) 522-8344 E-Mail: wld@wldengr.com Date: September 11,11-998 To: Gordy Hyde, City of Edmonds From: Joe Geivett Re; Edmonds Condominiums, 208' Street S. W. and 72 "d Avenue West Remarks Enclosed please find one copy of sheets C-1, C-3, and C-6 for the above referenced project. We have marked these plans to i I I ustrate revisions to the storm system necessary due to revised field conditions. There are numerous utilities in 72"d Avenue West which requires modification to the original storm drainage design. Please review and call if you have questions. Our surveyor will continue to proceed on the construction of these improvements. cc: Ronnie Hilliard, Western Surveyors edpsghol JJSCFJ'VF'0 su A 4 jq�B e,4Gtt4FFsiNG CITY CLERK CITY OF EDMONDS 121 STH AVENUE NO. Eai')NDS, WA 98020 STREET RLE 9BO2040112 02/04/98 10:26 p.0004 Recorded Snohomish County NOTIFICATION OF LOT AGGREGATION TO COMBINE LOTS AS DESCRIBED IN THIS RECORDING PROPERTY OWNER (grantor/grantee): Double Eagle Development L.L.C. Legal Description: Section 20, Township 27, Range (for more detailed legal description see Exhibit B) Tax Account Numbers: 3801-000-005-0000 3801-000-006-0108 �801-000-006-0207 The purpose of this document is to combine the aforementioned lots per the agreement identified and signed by the property owner. in Exhibit A of this recording is the person who appeared before me, and said person acknowledged that (he / she) signed this instrument and acknowledged it to be (his / her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated: a 2 y- (print or type name) NOTARY PUBLIC in and for the State of Washington, residing at: 71az?- 919 P/ 104 /0 "-',4 ?go'a 10 My commission expires: 1-ch s '/-.2,54 el EXHIBIT B THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF SNOHOMISH AND IS DESCRIBED AS FOLLOWS: PARCEL A: Tract 5, Plat of Aurora Heights, according to the plat thereof recorded in Volume 12 of Plats, page 120, records of Snohomish County, Washington. PARCEL B: That portion of Tract 64 Aurora Heights, according to the plat thereof recorded in Volume 12 of Plats, page 120, records of Snohomish County, Washington, described as follows: Commencing at the Northeast comer of said Tract 6; thence South along the Easterly line of said Tract 6, a distance of 132 feet; thence West and parallel to the North line of said Tract 6 to the West boundary line of Tract 6; thence Northerly along the West line of said Tract 6, a distance of 132 feet.to the Northwest comer of said Tract 6; thence East along the North line to the POINT OF BEGINNING. EXCEPT portion deeded to City of Edmonds by deed recorded under Auditor's File No. 8911170207. PARCEL C: Tract 6, Aurora Heights, according to the plat thereof recorded in Volume 12 of Plats, page 120, records of Snohomish County, Washington; EXCEPT the North 212 feet thereof. Situate in the County of Snohomish, State of Washington. FX4131T A NOTIFICATION OF LOT AGGREGATION WHEREAS, the undersigned owns three (3) lots, legally described in Exhibits A and B attached hereto and incorporated by this reference as if set forth in full; and, WHEREAS, the owner of said parcels is applying for development approvals for the construction of a residential condominium on the lots described in Exhibits A and B; and, WHEREAS, the owner desires to aggregate said parcels into one building lot in order to have its condominium development application processed as one development; NOW, THEREFORE, the undersigned property owner, as the owner of the parcels described in Exhibitoo and B, does hereby aggregate said parcels into a single building parcel. This notification is being recorded in order to confirm the aggregation so that the three (3) parcels shall be considered as one for the purpose of development review by the City of Edmonds. The City will apply setbacks to the newly aggregated lot in accordance with current ordinance. By this notification, the owner binds itself, its successors, heirs and assigns to treat the parcels legally described in Exhibits A and B in accordance with the pr ovisions of law and ordinance prior to any future sale of less than the entire newly aggregated parcel. DONE this day of 1997. ACKNig YEDGED: ............ DOUBLE��kbLE DEVELOPMENTS L.L.C. by RobiffMiller, Manager STATE OF WASHINGTON ) ) ss. COUNTY OF SNOHOMISH) I certify that I know or have satisfactory evidence that RfBw L. 9802040"112 STREET FILE RETURN ADDRESS: City of Edmonds, City Clerk 121 5th Avenue North Edmonds, WA 98020 03/11/98 16:27 P-0003 Recorded Snohomish County DECLARATION OF RESTRICTIVE COVENANT MULTI-FAMIELY RESIDENTIAL Reference#: 97-275 Grantor(s):(I)Double Eagle Develp.ments LLQ Additional on pg. Grantee(s): City of Edmonds Legal Description (abbreviated): See-1 _0Twn__Z ng _F _�Qtr OR Lot Block Plat Assessor's Tax Parcel ID#(s): (1 (2) -----Assessor's Tax Parcel ID# not yet assigned WBEREAS, Grantor is Aii the owneri of the following described real estate in the City of Edmonds, to wit: Property Address: 7218 208th St SW & 20808-2()824 72nd Asie W, Edmonds WA. Legal Description: SEE.EXHIBIT "A", Attached Assessor's Tax Parcel.1D # (s): 3801 000 005 00, 3801 000 006 01 AUTHORIZED FOR RECORDING City of Edmonds By: —Date. z-11 I./g. T Page of J I :' ?,O� WBEREAS, the above named owners are desirous of imposing a restrictive covenant upon said premises in compliance with Section 19-00.040 of the Edmonds Community Development Code. WITNESSETH, that for and in consideration of the premises, the above named owners do hereby declare and grant to the City of Edmonds as Grantee the following restrictive covenant, to -wit: . That at the time of the execution of this Covenant the Grantors have agreed to the Ordinance of the City of Edmonds provide that no building for multiple family housing may be erected on subject property containing more than u . nits. Said Covenant sliall be binding upon all present and future owners of said real estate and their heirs, successors and assigns. AT'�l iis ay of 'Wo'c", 19 GRANTOR GRANTOR State of Washinoton )ss County of'*pt+Vt-41_s!tt_) I certify that I know or have satisfactory evidence that fi)31j,/ L_ - Al / L-4, signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the (title) of —(name of party on behalf on whom instrument was executed) to be the free and voluntary act of such party for the uses. and purposes mentions in this instrument. Subscribed and sworn to before me this - ID r day of A2,0 19 *A WJ AtVry iublic in ahhor the State of Washington. W# pires 1 -7 My commission ex 0 Lit, .-' -k- z AUTHORIZED FOR RECORDING City of Edmonds B Y: _Date_ZtLt�q� Page 2- Of -3 L:\tEMP\BUILDING\FORrVIS\RESTRICT 9803110568 EXHIBIT A THE LAND REFERRED * TO HEREIN IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF SNOHOMISH AND IS DESCRIBED AS FOLLOWS: PARCEL A: Tract 5, Plat of Aurora Heights, according to the plat thereof recorded in Volume 12 of Plats, page 120, records of Snohomish -County, Washiftgton. PARCEL B: That portion of Tract 6, Aurora Heights, according to the. plat thereof recorded in Volume 12 of Plats, page 120, records of Snohomish County, Washington, described as follows: Commencing at the Northeast comer of said Tract 6; thence South along the Easterly line of said Tract 6, a distance of 1�2 feet; thence West and parallel to the North line of said Tract 6 to the West boundary . line of Tract 6; thence Northerly along -the West line of said Tract 6, a distance of 132 feet to the Northwest comer of said Tract 6; thence East along the North line to the POINT OF BEGINNING. EXCEPT portion deeded to City of Edmonds by deed recorded under Auditor's File No. 8911170207. PARCEL C: Tract 6, Aurora Heights, according to the plat thereof recorded in Volume 12 of Plats, page 120, records of'Snohomish County, Washington; EXCEPT the North 212 feet thereof. (z '5 v I C15 e &V Situate in the County of Snohomish, State of Washington. 980311()568 4�1,/ DOUBLE EAGLE DEVELOPMMS LLC 146 Third Avenue South - Edmonds - Washington 98020 (206) 583 0238 - (206) 775 3822 - Fax (206) 583 0306 February 6, 1998 Mr. Jim Walker 891FREENsIm FILE Engineering Dept, City of Edmonds 121 5" Ave. N., 2 nd Floor Edmonds, Washington 98020 Re: Traffic Mitigation Fees; Turnberry Lane Condominium Dear Mr. Walker, RECEIVED FEB 0 6 COMMUlyffy 6ERVICL.4 Our development company has concluded that the cost of completing tie off -site storm water and other improvements along 72 n' Ave. West, in accordance with the approved civil engineering for the project, will substantially exceed the amount of the mitigation fees indicated in correspondence from your department which are normally collected at the time permits are issued. Given the foregoing, -we request that the collection of those mitigation fees be eliminated -from the final amounts payable to the City when permit fees are calculated, since we will require the use. of:those funds, and more, to complete the neeessary off -site improvements. - We understand that bonding or other suitable completion guarantees will be required of us prior to the issuance of any permits. If you have questions or concerns regarding our request, please contact me or Peter Schroeder at 206.223.0393 as soon as possible. We look forward to beginning work on the project within a few days. Thank you for your continued assistance. Respectfully, Bo Klepinger, LLC ember c: Ann Bullis, John Bissell Gordy Hyde Ce , _�r-e e* C( t? O� of M 0 a �� e_ t t4 ct 6 �71179> 0 0 drc(,')?,7J e _�_o 0 1— j *r e + tm rt-&i ette n e e i's M ccep P ItJ �T Q Tee- 1 0 DOUBLE EAGLE DEVELOPMENTS LLC 146 Third Avenue South - Edmonds - Washington 98020 (206) 583 0238 - (206) 775 3822 - Fax (206) 5a3 0306 February 6, 1998 Mr. Jim Walker Engineering Dept, City of Edmonds 121 5 1h Ave. N., 2 nd Floor Edmonds, Washington 98020 Re: Traffic Mitigation Fees; Turnberry Lane Condominium Dear Mr. Walker, RECEIVED FEB 0 6 COMMUN I Y 6ERVICL!J: Our development company has concluded that the cost of completing the off -site storm water and other improvements along 72 nd Ave. West, in accordance with the approved civil engineering for the project, will substantially exceed the amount of the mitigation fees indicated in correspondence from your department which are normally collected at the time permits are issued. Giventhe foregoing, we request that the collection of those mitigation fees be eliminated -from the final. amounts payable to the City when permit fees are calculated, since we will require the use. of:those funds, and more, to complete the necessary off -site improvements. - We understand that bonding or other suitable completion guarantees will be required of us prior to the issuance of any permits. If you have questions or concerns regarding our request, please contact me or Peter Schroeder at 206.223.0393 as soon as possible. We look forward to beginning work on the project within a few days. Thank you for your continued assistance. Respectfully, Bo Klepingier,LLC ember c: Ann Bullis, John Bissell Gordy Hyde Run Date: 02/05/98 R. Miller Construction Co., Inc. Page: I J/C Date; 02/05/98 JOB ESTIMATE PRINTING ITEM COST G PRICE SUMMARY Time: Oe:43 AM ESTIMATE NO: 4636-555 TURNBERRY TOWNHOUSES REVISED' ------------------------------------------------------- -------------------------------------------------- ESTIMATOR: JERRY COX JOB ADDRESS: S.F.: 13,238 JOB TYPE: GEN General Contract START DATE: EST.STATUS: N NEW COMMENT: COMPL DATE: STATUS DATE: 02/04/98 CONTACT: PHONE: - EXT: +---TAKE OFF---+ EXTENDED EXTENDED LINE ITEM CODE DESCRIPTION U/M QUANTITY UNIT CO�T COST MARKUP PRICE 1 Demolition a Abatement 13320.000 13,320.00 .00 13,320.00 2 Mitigation Fees - Edmonds 1.000 7484.100 ------------ 7,484.18 .00 7,484.18 3 *SUB ------------ 20,804.18 .00 ------------ 20,804.16 4 5 SITEWORK - OFF SITE: 6 Site Utilities & Earthwork 1.000 47625.000 47,625.00 .00 A0 47,625.00 5/ -AABC) 7 Sidewalk & Formed Curbs 1.000 6818.000 6,816.00 .00 A 6,818.00 00 8 Asphalt Paving - off site 1.000 4300.000 4,300.00 .00 0 4,300.00 '5100 9 G.C.,Insurance, B&O 6 Overhead 1.000 0.000 .00 8,693.96 8,693.96 10 -SUB TOTAL SITEWORK - OFF SITE ------------ ------------ 58,743.00 8,693.96 ------------ 67,436.96 11 12 SITEWORK - ON SITE: 13 Surveyor 1.000 900.000 900.00 .00 900.00 14 Site Utilities & Earthwozk 1.000 99168.400 99,168.40 .00 J( 99,168.40 is Sidewalk 6 Formed Curbs 1.000 10500.000 10,500.00 .00 * 10,500.00 1 z4-51> 16 Asphalt Paving - on site 1.000 18995.000 18,995.00, .00 A Is, 995. 00 2 2 17 Striping 1.000 600.000 800.00 .00 4; 800 .00 is Extruded Curbs 920.000 1.750 1,616.00 -00 * 1,610.00 0 19 Landscaping 1.000 59600.000 59,600.00 .00 59,600.00 20. Fences 290.000 14.700 4,263.00 .00 4,263.00 21 Dumpater Enclosers 2.000 735.000 1,470.00 .00 1,410.0b 22 G..c.,Insurance, 840 9 Overhead 1.000 0.000 .00 29,201.35 29,201.35 23 *SU13 TOTAL'SITEWOPK - ON SITE ------------ ------------ ------------ 197,306.40 29,201.35 226,507.75 24 so 01 4 225000 q qb "0 .40 DOUBLE FAGLI DEVELOPMEMS LLC 146 Third Avenue South - Edmonds - Washington 98020 0 (206) 583 0238 - (206) 775 3822 - Fax (206) 583 OW6 February 6, 1998 Mr. Jim Walker Engineering Dept, City of Edmonds 121 5hAve. N., 2 d Floor Edmonds, Washington 98020 Re: Traffic Nfitigation Fees; Tumberry Lane Condominium Dear Mr. Walker, RECEIVED FEB 0 6 1998 COMMUNITY SERVICES - Our development company has concluded that the cost of completing the off -site' storm water and other improvements along 72 d Ave. West, in accordance with the approved civil engineering for the project, will substantially exceed the amount of the mitigation fees indicated in correspondence from your department which are normally collected at the -time permits are issued. Given the foregoing, we request.that.the collection of those mitigation fees be eliminated -from the final, amounts payable to the City when permit fees are calculated, since we will require the use of those funds, and more, to. -complete the necessary off -site improvements. - We understand that bonding or other suitable completion guarantees will be required of us prior to the issuance of any permits. If you have questions or concerns regarding our request, please contact me or Peter Schroeder at 206.223.0393 as soon as possible. We look forward to beginning work on the project within a few days. Thank you for your continued assistance. Respectfully, Bo Klepinger, LLC ember c: Ann Bullis, John Bissell Gordy Hyde LETTER OF TRANSMITTAL Washington Land Design 10700 Meridian Ave. No., Suite 503 Seattle, WA 98133 (206)365-9510 FAX(206)365-0225 E-Mail. wld@widengr.com Date: November 13, - 1997 To: Patrick Pirtle DRUM From: Bi 1 11 Fortunato NOV 17 11997 Re: Turnberry Condominiums; Edmonds, W�shington Remarks Please find the enclosed Grading calculations for the above referenced project. The enclosed site plan shows the cut and fill locations for the site. The Site Volume Table indicates the amount of cut and fill using separate methods. For the purposes of the City of Edmonds, the grading can be summarized as follows: EMMME q 900 CY 1*..-.-*'* 3375- * This calculation is a rough estimate based on the survey and the proposed grades. The totals in no way reflect over -excavation for structural fill or of unsuitable soils. Also as we discussed in our telephone conversation, we foresee no need for temporary shoring. Bu ilding 'A' would be the only building of concern if an extreme amount of over - excavation is needed for the building foundation. The Geotechnical Engineering Report from. Nelson-Couvrette & Associates does not -indicate soils which would require such excavation. 'If you have any questions regarding th'is transmittal, please contact me at 365-9510. FILE W!�. 7ai site Volume Table: unadjusted Cut Fill Net yards yards yards Method Site:' edps Stratum: earth ex prop 498 860 362 (F) Grid 494 751 256 (F) Tin' Sub 514 894 38b (F).End area WoshIneyton I-andDesIgn NOV 1 3 W7 V , 21 N A 7 cizilve Q, �3 '�"Fy !996 ego-191- CqUNTER tv 4 Cii of Edmonds.-. Critical Ar"as" e 'ne Critical AreajChj�� -�6 `0 ned on d b this farm, is to be filled out by any person 211. su mit it to the City. Ile City will review the Checklist. make a.precursory site preparing a Development Permit and Mal�6'a' dei��fiinati6n.Of th,& -- " Application for the City Of Edmondsprior subsequent steps 'necessary to complete a to his/her submittal of a development development permit application - Permit to the City. �With a signed copy of this,form, the Ile purpose of the Checklist is to e�le 2PPlicant should also submit a vicinity map City staff todeterrninewhethe�any_. or or i of. the parcel plot P;an f ndividual lots Potential Critical Areas are ormay be with enough detail that City staff can find present on the subject propert ijb. .y.- - 'Me 3M identify V6 s" " je'd pd�. 'in information needed to complete the additioi, the 2pplicant ifiall include Checklist should be easily available fr� m other palkiient inf,67r��fion (e.g. site ,Observations of the site ordata, available'�t pit� Ummilt:1111U. imap, etc.) orstudies in City Hall (Critical Areas inventories, maps.' comaunction with this Checklist- to a�sist or soil surveys). -staff in . completing their preliminary s - ` - � 1 ., 11 : 2ssessment or the" ite. Anapplicant, Or his/her rep'resentathie,i must fill out the Checklist, -sign and -date it, I have completed the attached Critic a-1 Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropr* column bclow). Owner I Applicant: Applicant Representative: L L6 PJ57� - Name N=ne IWO 3)IPxVPWvF_ .50UM /4764 7NRZ) AVENUt-E 091006 Street Address Street Address WA -qgo2o _44FAV4=5� WA INV (20(p) 22Z '02f_3 City, State, zip. (2*) 5ft VISAPhone at-y, State, zip Phone..,%., ure —Date igmiure f,gnature /Datw,,�.,,� Site Infbern -Odsltopog2i .0 P!l .. ro Si t A . ddressAl ion R UIT P&jefty Tax Accoutir Nul"ni -2 `07 jAporbxirnate Site.Size or s feet): 60,000 quare p. 4� Is. this -.Site currently developed? no. —m—yes If yes; how is site developed? tit, 5. Describe the general site eck al dm*a j 0 to Flat: Ims th n e over en ess than.5 /0_ Ro I I ing: sl op es on s ite g eneraUy less than 15 % (a verti cal ris I* o f I 0-feet,,over. a - ri . . 1"�� _�. - :1 � � h nzo o � 'dtal distanc� of �&feet). iite of More than 15*% an-d'Iess.tha'n 3 amerticai rise Hiliy. ""slopes Preserit on, 0 of I G-feet over a horizontal distanceof 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of I 0-feet' over 'a'' horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year- rdurid -standing, , wat . er ao Approx,.- Depth: 7. Site co�tains areas of.seasonal standing water ao Approx.- Depth: What seasop(s).of the year? of a Site is in the floodway WO floodplain water course.' 9. Site contains a creek or an'area where water flo7rross the grounds surface? Flows are year- round? ws are season— tq (What time of year? Flo 10. Site is primarily: forested 5�&M& meadow ;shrubs mjxed urban landsca2ed (lawn,shrubs etc) 11. Obvious wetland is present on site: AIV For City Staff Use On v I - Site is Zoned? 2. -kS tnapped soil type(s).) Ur.&wv 4-ItIvi -5 la,41e 3- Weiland inventory or CA. rnap indicates wetland present on site? ---,Critical Ams inventory or C.A. xnap indicates Critical Area oz� site?. withi' designated iarth*subsidence landslide 6=rd aiii? .'�ite n 6- -S�itd d ated on the Environmentally Sensitive Areas M203 410 esign DETERMINATON '"STUDY REOUIRED CONDITIONAL WAIVER -WAIVER' Revi�wed by- Pl� -,�Date'l % )—rot-- X, Rcv01AW" ti'mcl- 4 k A I", . ' 777777- 7- INTER-OFFICE COMMUNICATIONS DATF MAY, 19 �-2 TO FROM PLANNING DEPARTMENT TOR! NJ PLAN/ENG INSPECTOR ASR<= S UBJECT: ADB-21--82/THE :STE lNSCHOOL/HEAR I W_DATE':.JUNE'-2,; - -1982 PLEASE SUBMIT YOUR COMMENTS ON THE ATTACHED PROPOSAL BEFORE THE HEARING DATE, THANK YOU. bh=- t "T F L DATE FILE SITE PLAN. CITY OF EDMONDS APPLICATION to the ARCHITECTURAL DESIGN BOARD BUILDING PLANS (3): ELEVATIONS V1 LANDSCAPE PLAN t-/ ENVIRONMENTAL DAT-A RECEIPT # SIGN EXHIBITS LI-1, FEE RECPT # PLAN MODIFICATIONS TO FILE NUMBER: HEARING DATE _TQpS _Z 1, lq�3 OWNER /REPRESENTATIVE jMWV - IJ =,/ ) PHONE & ,k ADDRESS 07, /_ &ff -ZIP CODE ARCHITECT/DESIGNER PHONE PROPERTY ADDRESS72/tf'- 21 -e Jd� S ZONING LEGAL DESCRIPTION 7/./,C PZPr 6FAV&pt?4 Jill,4,67-5.0 T C 4 C_, r-1416- 5-,a, e_,� c- 44Z�Z_�Q 6 /v .5 "T's-ro'--y 'dweli 40.4A-rdn /'V <A'C1*1r'AJ J'6 .274/ RzfV,!��F_ 4;1,eT 0i A4 5/rZVMA (A, 'Ma4-.C6. IM77,4' diC tUk - PLANS SUBMITTED FOR APPROVAL: Building Plans - Preliminary- -I'. Site Plan 2. Sign Elevations --' Site Plan_ 3. Modification of previous approval Final Landscape Plan Elevations 4"� Landscape Plan EXISTING USE OF PROPERTY ?J9AJ DESCRIPTION OF PROPOSAL APPROXIMATE DATE WORK WILL BEGIN ON PROJECT '1� ESTIMATED TIME FOR COMPLETION OF WORK d - RELEASEMOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and assigns, in consideration for the City processing the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages and/or claims for damages, including reasonable attorneys; fees, arising from any action or inaction of the City whenever such action or inaction is based in whole or in part upon false, misleading or incomplete information furnished by the applicant, his agents or employees. PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its per- mission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. A0 -Z (SignatTf _Ypplicant) The Stein School Pre -School e Kindergarten 7218 - 208th S.W. 0 Edmonds, Washington 98020 * 778-8572 Mr. James E. Adams, P.E. City Engineer City of Edmonds 200 Dayton Street Edmonds, Washington 98020 Dear Mr. Adams: SUBJECT: 208th Street S.W. December 20, 1982 STRL'-"'' I FILE 7 Enclosed is the information you requestedi-kn regards to marking 208th Street S.W. a school zone. 1. Total enrollment 180 students 2. Days of operation Monday through Friday 3. Hours of operation - 8:30 am - 3:30 pm 4. Number of students walking - 15 with parental supervision 5. Remainder of students use private transportation 6. School safety policy - Parents received letter at beginning of school year urging caution upon entering and leaving the parking lot. Also, students are not allowed to leave the school without parental supervision. Sincerely, A- Stein D'rector May 27, 1982 MEMO TO: Architectural Design Board FROM: Dan Smith Planning/Engineering''. Inspector* -- SUBJECT: JUNE 2, 1982-ADB MEETING i ADB-19-82 'BICKFORD STEAKS No comment.' ADB-25-82' CROSS ENTERPRISES,INC. No comment. ADB-20-82 COMMERCIAL DESIGN ASSOCIATES The requirements ar e as follows: a) Extend curb, gutter, sidewalk and pavement to east property line of Pine Street. b) Obtain approved utility development plan from Engineering prior to issuance of the building permit. c). Obtain the proper permits in conjunction with the development of the property. ADB-21-82 STE.IN SCHOOL Due to the unsafe�n*ature of the access from the school parking lot onto 208th, only one curb cut will be allowed. This -should be at the far west side.of the property. The'gravel* parking lot is approved, however, 20' of asphalt paving.back from the edge of the 208th Street shall be required. The owner is also required.to sign a "waiver.of protest" form for a future L.I.D. on .local streets. The applicant shall be required to get a right-of-way construction permit in conjunction with the paving of the driveway aprons. ADB-22-82 STOP-N-SOCK There shall be a 20' asphalt apron between the gravel parking lot and the 238th pavement. A right-of-way construction permit is required. A U A4 EA P4 z 0 U 0 E-4 C11TY OF EDMONDS PUBLIC WORKS DEPARTSIT FOR INSPECTION CALL Permit Djo t, C,7 0 0 PU S, DE SEWER PERMIT 775-2525 Ext. 220 Issue Date 7 PERMIT MUST BE POSTED ON JOB SITE 1. Address of Construction 2. Property Legal Description (include all, easementsi PL4 ,�- Aurwra 940-1rj�i+-, 3. Single Family Residence Mukti-Family No. of 1-44s. -- Commercial V I A BAEMG — 2s: LIFT ST llowtij 4. Owner and/or Builder 5. Contractor & License No. Z--,yVAy 6. Invasion into City Right of-L'y: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). 7. Cross other private property: Yes_ No�� Easement required - attach legal description and county easement number. READ THE FOLLOWT-.NG AND SIGN: a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public' right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. c. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. 0 e. Side sewer lines must be laid at a minimum grade of 2% (1.15 and maximum grade of 100% (450). 0 f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed between cleanout. A111,90 turns must be constructed of a 45 (1/8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is require d for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer 'line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of"way failure due to poor compaction of fill. k.- Side sewer must be left uncovered until inspected and approved by the City. hours 1. Inspection during normal working4, o 'y. Two (2) working days notice required. ,Z DATE: F I L certify that I have read and shall comply With the above PERMIT FEE: DISAPPROVED BY: Date: -Tr-( A-YA 't2 -T - .2 —0 By: Date: 04 CON E ION FEE: APPROVED By Date: <p,1111 0 1 1 PERMIT MUST BE POSTED ON JOB SITE The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................. NEW CONSTRUCTION ;�r-' REPAIRS r-1 LID NO.,? 4k .... . ASMT. NO . .................. OWNER .. ........................................... CONTRACTOR ............................. PERMIT NO. 7 ............... JOB ADDRESS ------ ZZZY ... . .. .......... LEGAL DESCRIPTION: LOT NO . ....................................... BLOCK NO . .................................... 0 0 40 PWW-=l-lll75(REV.111?8) NAME OF ADDITION 4:�� 0 8 ................... .. ...... VIA IBALUNGER LIFT STATION Approved: �0-fl aA DATE -,,J�,Z/"/`"�`--;,� ............... B 0 , �.., i?-. ( City. of. Edmonds ,,,,WT-OF-WAY CONSTRUCTION PERMIT. Permit NumbAff- 213 Lssue Date: �C-4�A'A�jdress or Vicinity of Construction B. Type of Work (be specific):. 2 /7 40, _7�_ kkaj(c C C. Contractor: /_ VAIAIAMaD F4W<o�� Maili.ng Addm�s:/ State License#:/ I— .. . ' g, - D. Building. Permit # (if applicable): 1�: Y11211 Co ntact: //,�)y /V -761r-S e7- Phone: 1175- U746,&a1q1,ee /-/i?5_7,07L9,r74, Liability Insurance:. — Bond: $ Side Sewer Permit # (if applicable): E. 11 Commercii'l' 'E] Subdivision El City Project E] Utility.(PUD, GTE, WNG, CABLE, W-ATER) Multi -Family, El Single Family Other I N S P E C T 0 R: A—/# e-re- V-//— INSPECTOR: F. Pavement or* Concrete 'but : WYes 0No G. Size of Cut: x H. Chargi�_$ APPLICANT TO READ AND SIGN INDEMNITY- Applicant undo�r�tands and by his signature to this application to.hold the City of Edmonds harmlessftom injuries, damages, or claims ofany kind or description whatsoever foreseen or unforeseen, that may be made against the City of Edm onds, or any . of its departinents or employees, includingor not limite�to the defense ofany legal proceedings including defense costs andattorneyfees by�reason ofgranting thispermit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE617 THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED 11 BY CITY FORCESA T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings of'proposed work.req'uired with permit application.', A 24 hour notice is required for inspection.'Plea'se call the Enginee'ring Division, 771-0220. Work and material is to be inspect9d during progress and at completion. Restoration'is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved r�aterial prior to the end of the working day; NO EXCEPTIONS. I have read the abgre statements and understand the permit requirements and the pink copy of.the permit will be available on site XA4mesfor inspection purposes. gnature Date: ,V E71 (Contractor or Agent) i1-:1 CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY. TIME AUTHORIZED: VOID AFTER DAYq SPEClALCONDITIONS:A�x '&wokeez gnvzz_� ,.Voo RIGHT OF WAY FEE: DISRUPTION FEE/FUND I H: RESTORATION FEE:— OTALFEE: -V7.'w— RECEIPT NO.: --- ISSUED BY: NO WORK SHALL BEGIN. PRIOR TO PERMIT ISSUANCE Eng. Di� 1997 -7T FIELD INSPECTION NOTES' (Fuirid 111- Route copy to Street Dept.) Comments: 1,17C. -18913 r4 0 T I C*E TO PERMITTEE AND/OR OWNER Ej PARTIAL APPROVAL F-1 VIOLATION ED CORRECTIONS REQUIRED PermitNumber 9'30G4-L— Owner " Ki2 Job Address 2- v 5 c> 4- -2 2- A v6 v,--' NO PERMIT -STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY Lj WITH ALL APPLICABLE CITY CODES. F-1 CONSTRUCTION Is NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK. MAKE WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE. F-1 STOP WORK - UNTIL AUTHORIZED To CONTINUE By CIT Y INSPECTOR. F-1 CORRECTIONS LiSTED BELOW M ' UST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE NEXT PHASE IS STARTED; To AVOID POSTING OF A STOP WORK ORDER, ORDER To CORRECT, OR ABATEMENT PROCESS. LjJOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FROM STREET. F-1 APPROVED PLANS MUST BE AVAILABLE To INSPECTOR ON SITE. LjWORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED. F-Y-1 CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT. LjRECALL FOR INSPECTION. -1:9" A, f'�0,--jD ru-�exse \ncs. &L W1 C, I d p'% 4 e- ek� k—jeA& C'rs --x J _j rl�, 0 e— e>* -7 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTIONS CALL 771-0220. LjBuilding Division OPlanning Department Z) Engineering Department FIFire Department CITY OF EDMONDS rz w Inspector MAY 7L I Date AUu 2 5 1997 PERMIT COUNTFF-�q: GEOTECHNICAL ENGINEERING RE'PORT 2 Ih 08. STREET CONCOMINIUMS� SNOHOMISH COUNTY, WASHINGTON FOR PETER SCHROEDER ARCHITECTS NELSON- COUVRETTE ASSOCIATES, INC. CONSULTING GEOTEC NICAL ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS 17311-135th Avenue NE, A-500 Snohomish County (425) 337-1669 Woodinville WA 98072 (425)486-1 669 - Fax �81 -2510 July 24, 1997 Mr. Peter Schroeder Peter Schroeder Architects 1904 Third Avenue, Suite 1005 Seattle, Washington 98 101 Geotechnical Engineering Report 209th Street Condominiums Edmonds, Washington NCA File No. 210097 Dear Mr. Schroeder: Wenatchee/Chelan (509) 784-2756 INTRODUCTION This report presents the results of our geotechnical engineering evaluation for your planned 208th Street Condominiums project in the city of Edmonds. The site is locatedi at the southwest comer of the intersection of 208th Street Southwest and 72nd Avenue West, as shown on the Vicinity Map in Figure 1. You have provided us with a drawing dated March 6, 1997, titled "20,8th Street SW Condominiums". The site consists of a "C" shaped parcel, approximately 1.4 acres in siz�e. The site is generally flatlying with a gentle downward gradient to the southwest. A school is currently located at the site. As part of the development of the site,the existing structures will be remo*ed. The project includes the construction of four condominiums and townhome buildings with pavid parking and access roadways Infiltration is being considered for storm water runoff at the project. The finished floor elevation of the building at the north end of the site will have an elevation of 417 or 418 feet. Cuts up to 7 feet in height will be necessary to create a level building pad for the structure. The remaining portions of the site are at or near grade. The site will be accessed from 72nd Avenue West at two.1 locations. The proposed layout is indicated on the Site Plan in Figure 2. Geotechnical Engineering Report 208th Street Condominiums July 24 1997 ,NCA File No. 210097 Page 2 The first infiltration tests were run on shallow soils as we found low per'�neability silty zones in the 3 to 5 foot range below the ground surface. The elevation of the tests we j r'e kept above these silty zones. However, we broke through these soils in one of our test pits. FolloWling discussions with your civil engineer, Mr. Bill Fortunato, concerning the feasibility of deeper infiltration galleries or pits, it was decided to complete additional tests at deeper locations. These testifound favorable results and are presented in this report. The shallow tests are not considered reprejentative as the galleries 'will be deeper.* Therefore, the results from the shallow tests are not presente d ii� this report. SCOPE The purpose of this study is to explore the subsurface conditions and to rovide recommendations for site development. Specifically, our scope of services includes the followingl! Explore the site with backhoe excavated test pits to evalila'te the subsurface soil and ground water conditions. 2. Provide recommendations for site preparation, drainage' grading and structural fill. 3. Provide recommendations for foundation design. 4. Perform infiltration tests as required by the City of Edm".6nds. 1 5. Prepare a written report to document our findingsand rolcommendations. SITE CONDITIONS Surface The "C" shaped parcel is about 1.2 acres in size and is located at the southwel't comer ofthe intersection of 208th Street Southwest and 72nd Avenue West. The ground slopes downward gently� from the northeast comer of the site toward the southwest with a vertical change in elevation of about 6 feet. Below the gentle slope, the ground is flat lying with a very gentle downward gradient to the southwest. A total charige in elevation across the site was measured from the site plan provided to be on the order of 13 feet. Currently, three single -story buildings are located at the site. A concr('te slab basketball court and play i ground equipment are also at the site. These structures will be removold as part of the development. A few scattered evergreen trees and lawn areas vegetate the site. Geology. Most of the Puget Sound region was affected by past intrusion of conti n�entail glaciation. The last period of glaciation, the Vashon Stade, ended approximately 10,000 to l.j,000 years ago. Many of.the NELSON-COUVRgTTE &ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 3 geographic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, the Puget Sound region was overridden by. over 3,000 feet of ice.:,; Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were 'not. A typical glacial sequence includes glacial drift overlying advance outwash sand. The geologic units mapped for this area are shown on the by Mackey Smith (U.S.G.S., 1975). The site vicinity is mapped as glacial till and Odvance outwash. The glacial till consists of a dense, non -sorted mixture of clay, silt, sand and gravel.., The advance outwash deposits consist of stratified sands and gravels. Our explorations encountered g� acial drift and advance outwash. Glacial drift is similar to glacial till in composition, but is typicallmi less dense and indicates some sorting. Subsurface Conditions Subsurface conditions were explored at the site by excavating twel,,�e test pits with a rubber -tired backhoe. The test pits extended to depths of 5 to 13 feet below the surfil;ce. The test pits were located in the field by a geologist with this firm, who classified the soils encounjered and maintained logs of the explorations. The test pit locations are shown on Fi ure 2. The soilswere visually classified in general 9 accordance with the Unified Soil Classification System, shown as Figu-re 3. The samples were brought back to our laboratory for further classification. Logs of the test pits ai�p presented in Figures 4 through 7. A surficial layer of crushed rock, sod or topsoil, 0.3 to 1.0-foot in thick, ness, was encountered in all of our explorations. A layer of fill was encountered underlying the surfici4l soils in Test Pits 1, 4, 5, 7*, and 8. The fill was generally less than 2 feet thick, except in Test Pit 7, vf:here it was found to be 4.3 feet deep. Based on this data, we would expect' localized areas of fill to (,ixist elsewhere on site. The fill generally consisted of loose, silty sand with gravel, roots, abandoned stiorm pipes and pieces of asphalt. Test Pits I and 4 encountered a layer of buried topsoil, 0.2-foot in thi�`kness, underlying the fill. Test Pits 1, 2, and 5 through 10 encountered a layer of weathered drift, 0.5 td: 3.0 feet in thickness, underlying the surficial soils. These soils generally consist of medium dense, fi le to medium. sand with varying I ' I amounts of silt, roots and gravel. Underlying the weathered soil horizol and underlying the crushed rock in Test Pit 3, medium dense to dense, fine to medium sand with silt, gT'avel, occasional fine to medium sand pockets and lenses of silty sand were encountered. In general4 the.silt content increased with NELSON-COUVROTTE & A SSOCIA TES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 4 increasing depth and a dense, silty fine sand layer was encountered 4 fo 5 feet below the surface. We have classified these soils as glacial drift. Test Pit 7, 11 and 12 encountered dense, fine to coarse sand with grav;1 underlying the drift. We have interpreted these soils to be an outwash deposit. Test Pits I I and 12 were excavated during a second site exploration program to evaluate the lower outwash soils for infiltration (1haracteristics. Hydrologic Conditions Ground water seepage was observed at depths of I I and 10 feet in Test Pits 11 and 12, respectivel Y- These ground water levels were observed following the completion of bur infiltration tests. That is, we excavated to the depth of the test and completed the testing which included a soaking period. We left the test pits open for a period of time and although the seepage continued iff:to the pit, it slowed considerably as it neared the depth recorded on the logs. We expect this lower water to be a water table that extends under most of the site, if not further. We would expect shallow ground water to perch on the less permea ble glacial drift so ils during the wetter portions of the year. Perched water occurs when surface water in,tiltrates through less dense, more permeable soils and accumulates on top of the underlying, less permeal�le soils. Perched water does not represent a regional ground water "table" within the upper soil horizons� It should be noted that the local volumes of perched ground water will vary, depending upon the time of year and the upslope recharge conditions. Infiltration Test. We completed two infiltration tests at the site in general accordance with the EPA Design Manual Number 35: Onsite Wastewater Treatment and Disposal Systems (JaP!uary, 1980). These tests were located in.the proposed infiltration areas and are indicated on the Site Plan. The soils encountered at the testing depths consisted of fine to coarse sand with seams of sand with '$ilt. A PVC pipe, 2 feet in length and 6 inches in diameter, was installed into the excavated hole and driven approximately 6 inches into the underlying soils. The bottom of the PVC pipe was 9.0 and 8.5 feet below the ground surface in Infiltration Tests 4 and 5 respectively. Soil was placed around the p:�qipe and compacted. A couple of inches of pea gravel was placed at the bottom of the pipe to minit:'hize scour. The pipe was then continuously filled with water and the soil was allowed to saturate for minimum of 90 minutes. After the saturation period, the time needed for the water in each pipe to "drop a distance of 6 inches was NELSON-COUVROTTE & ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 5 recorded. The test was run three times at each location.. The infiltratk"'M rates for the two test locations are presented in the table below. Test Feet Length of Soak Test I Test 2 Test 3 Average Number Below (Minutes) (Minutes/Inch) (Minutes/In"ch) (Minutes/Inch) (Minutes/Inch) Surface IT-4 9 90 0.1 0. 1 .: 0.1 0.1 IT-5 8.5 . 95 0.11 0.11 � 1 0.12 0.11 We consider that these infiltration values would be appropriate for the soils below 6.5 feet at the test locations. CONCLUSIONS AND RECOMMENDATIONS General The underlying glacial soils will provide adequate support for the proposed development. it is our opinion that the planned structures may be supported on conventional shallow spread footings. Foundations should extend through any fill, topsoil or loose surface � 3 oils and bear on the'underlying medium dense to dense' soils or structural fill extending to these soils.:. Our investigation. revealed that areas of fill exist at the site up to 4.3 feet in thickness. Where deeper fill exists, the foundations may be extended by utilizing deepened footings, longer stem walls, controlled density fi 11 (CDF) or rock trenches. These *are described in the Foundation sub -section of this r ep6rt. Where the fill exists within building slabs and pavement areas, the .fill and buried topsoil could be removed and replaced with structural fill. If some settlement is toleratile, another option is to compact the surface of the fill to a firm, non -yielding state. Areas observed to 'ump and weave excessively will p need to be repaired. Providing that the fill surface is not observed to pump and weave, the settlement should be within normal tolerances of less than one inch. The risk is that pockets of highly organic or very loose soil exist, although we did not observe these conditions. The soils likely to be exposed during construction are moderately to hi . ghly moisture sensitive and will disturb easily when wet. We recommend that construction take place during the drier summer months. If construction takes place during the wet season, additional expenses atid delays should be expected due NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 19 97 NCA File No. 210097 Page 6 to the wet conditions. These expenses would be associated with. the �:importing of rock spalls for the roadways and potential delays in the project. Erosion Control Measures The site soils are considered slightly susceptible to erosion when stripped of vegetation. Erosion control methods should be undertaken to prevent surface runoff from flowingi, off site. A. silt fence should be constructed below the construction area. Excavation cuts exposed io wet weather should be covered with. plastic sheeting and properly anchored in place. After construction� the disturbed areas should be revegetated and the vegetation should be maintained until it is established. Where the vegetationhas not. been disturbed, erosion should'be minimal. Erosion control measures should conform to applicable City requirements. Site Preparation and Grading One option for development of the site is to remove the topsoil, fill and,,buried topsoil throughout the site and replace it to proposed grade. with structural fill in building and pavement areas. With this method, areas to receive structural fill should be stripped of existing fill and bi� iried topsoil down to firm native soils. These areas should be compacted to a dense., non -yielding condition after stripping. Any areas observed to. pump and weave excessively should be overexcavated iind replaced with structural fill. Areas that are wet may require a blanket of spalls prior to placing fill, in order to achieve a suitable base. This should be evaluated at the time of site preparation. We do not anticipate problems with wet soils if site work is accomplished during the dry time of the year. The removaJ of the fill and replacement with structural fill is expected to perform the best with the least amount of p6st-construction settlement. Another option, if some settlement is tolerable, is to strip the sod off the site and leave the topsoil and fill in place. Following removal of the sod, the roadway and building areas should be compacted to a dense, non -yielding condition. Areas where the subgrade is observed to weaye excessively during compaction should be repaired. This method may be suitable for pavement or slab�.areas where some settlement can be tolerated. The impact of settlement on slabs can be reduced (�y suitably reinforcing the slab. Alternative site preparation methods and repairs should be determined. based on conditions observed in the field. If the subgrade is prepared as described, we estimate settlemrits on the order of 1 inch or less, based on the known depths and types of fill. . NELSON-COUVRifTTE & AssoclATEs, INC. Geotechhical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 7 If earthwork is to be accomplished during wet weather, we recommend. that a blanket of rock spalls be placed in the planned access roadway. The thickness of the spalls should be based on soil conditions at the time that the site is developed and their performance under heavy equipment. We recommend using a minimum of 6 inch thickness of spalls in traffic. areas for estimating pKirposes. Temporary and Permanent Slopes Temporary cut slope stability is a function of many factors such as the type and consistency of soils, depth of -the cut, surcharge loads adjacent to the excavation, length of -time a cut remains . open and the presence of surface or ground water. It is exceedingly difficult under1hese variable conditions to pre- establish a "safe and maintenance -free" temporary cut slope angle, . Therefore, it should be the responsibility of the contractor to maintain safe slope configurations si.11ce he/she is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and ground water conditions encountered. We anticipate cuts on the order of 5 to 7 feet will be needed in the northern portion of the site for the foundation for Building A. The proposed building will be 15 feet �Way from the adjacent property boundary. For planning purposes, we recommend that temporary cuts',:in the fill be no greater than L5 Horizontal to I Vertical (1.5H:IV) and in the weathered drift be no steeper than a IH:IV inclination. The proposed excavation should meet these slope requirements withiA. the property lines. If perched ground water is encountered, we would expect that flatter inclinations would be necessary. We recommend that cut slopes be protected from erosion. Measures taken'may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to appropriate local, stat and federal regulations. Final slope inclinations for structural fill and the native soils should be: no steeper than 2H: IV. Lightly compacted fills or common fills, should be no steeper than 3H:IV. Common fills are'defined as fill material with some potential organics that are "trackrolled" into phice. They would not meet the compaction -specification of structural fill. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it has been established. NELSON-COUVROTTE & ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 8 Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is pl*aced in accordance with prescribed methods and standards and is monitored by an experienced geotechnical professional or soils' technician. Field monitoring procedures would include the performance of a represent;�'tive number of in -place density tests to document the attainment of the desired degree of relative compa' ction. The area to receive the fill should be prepared as outlined in the Site Preparation and Grading su�,_section of this report. Materials: Imported structural fill should,consist of a good quality, fr�,ee draining granular soil, free of organics and other deleterious material and be well graded to a =ximurn size of about 3 inches. Imported all weather fill should contain no more than about 5 percent,fines (soil finer than a U.S. No. 200 sieve) based on that fraction passing the U.S. No. 4 sieve. i Some of the on -site soils contain a significant percentage of fine-grained particles and are moderately to highly moisture sensitive. The use of the on -site soils as fill should be limited to extended periods of dry weather. Even during periods of dry weather, some discing for drying and watering may be necessary to achieve the desired moisture content. We recommend that these soii.s. be considered for fill, only if construction takes place during the drier summer months. The existing fill contains a s . ignificant percentage of fine-grained par.ticles and debris, and are considered highi.y moisture sensitive. Use of this fill may require segregation if unsuitable, organic -rich soils are encountered. Fill Placement: Following subgrade preparation, placement of the .9"tructural fill may proceed. All backfilling should be accomplished in 8- to 10-inch-thick uniform lifts. Each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent li.fts. All structural fill underlying building areas and within 2 feet of pavement subgrade, should be compacted to a minimum of 95 percent of its maximum dry density. Maximum dry density in this report refers� to that density as determined by the ASTM D 1557 compaction test procedure. Fills more than 2 feet beneath sidewalks and pavement subgrades should be compacted to a minimum of 90 percent of th('1,1;,ir maximum dry density. The moisture content of the soils to be compacted should be within about,2 percent of optimum, so that a readily compactable condition exists. It may be necessary to overexcav4te and remove wet soils in cases where drying to a compactable condition is not feasible. All compa6t,ion should be accomplished by equipment of a type and size sufficient to attain the desired degree of coinpaction. NELSON-COUVR4TTE &ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 9 Foundations Foundations may be supported on the underlying medium dense to dense glacial soils or structural fill i extended to these soils. We recommend that where overexcavation and replacement with structural fill or rock spalls are used, the trenches should be excavated wide enough to allow for a 0.5 Horizontal to 1.0 Vertical (0.5H: LOV) line below the footing in the backfill. That is, for every 2 feet of structural fill or rock spalls below the foundation, the trench should be an additional I f'oot in width outside each side of the footing. Controlled density fill (CDF) is a lean concrete mix. If OF is used, the trench excavation need be only slightly wider than the footing. Therefore, the use of CDF would minimize the volume of excavation. Using the trenching method (not.total overexcavation and'�� repl acement), settlements of the surrounding fill may occur and could cause some distress to the building slab and/or pavement areas. These should be compensated for in the design. Footings should be located at least 18 inches below the adjacent grilde for frost protection. During footing excavation, the upper 6 to 8 inches of footing subgrade is li kely to become disturbed. The resulting footing subgrade should be compacted to a firm and non -yielding surface or the loose material should be removed prior to pouring footings.' We recommend an allowable soil bearing pressure of 3,000 pounds per square foot (psf) be used for design of shallow footings founded into the undisturbed medium dense to dense glacial soils. All footings should be sized according to the anticipated wall or column loads and the above soil bearing values. Minimum footing widths of 18 and 24 inches are recommend ��d for all continuous and isolated footings, respectively. Footings should be excavated and poured in a timely manner. Footing areas should be free of ponded water and sloughed or water loosened soils prior to placement of footing concrete. Higher bearing capacities can be provided for specific locations and designs if desired. We should be contacted to review specific plans if higher bearing capilcities are needed. A one-third increase in the above allowable bearing pressure may be used when �Qnsidering short-term transitory wind or seismic loads. Foundation settlement, using the above allowable bearing pressures, should be less than 1.0 inch total and 0.5 inch differential across the structure, based on our experien(��e with similar projects. Higher bearing pressures can be used based on specific foundation widths. We recommend that we review specific plans if higher design bearing pressures are desired. NELSON-COUVRItTTE & ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums' July 24, 1997 NCA File No. 210097 Page 10 Lateral loads may be resisted by friction at the base of the foundation and by passive pressures against the foundation. We recommend using a coefficient of friction of 0.7. between the foundation and the underlying soil. Where structural fill is placed against the foundation, a'passive pressure of 450 pcf may be used. We recommend appropriate safety,factors be applied to the preceding values. Retaining Walls The lateral earth pressure acting on retaining walls. is dependent on the nature and density of the soil behind the Wall, the amount of lateral wall movement which can, occur as backfill is placed and the inclination of the backfill. Walls that are free to yield at least one -thousandth of the height of the wall are in an "active" condition. Walls restrained from movement by stiffitess or bracing are in an "at rest" condition. Active earth pressure and at rest earth pressure can be calculated based on equivalent fluid density. Equivalent fluid densities for.active and at rest earth pressure. of 35 and 50 pcf, respectively' may be used for design for a level backslope. These values assume that the on -site soils are used for backfill and that the wall backfill is drained. The preceding values do not include the effects of surcha . rges, such as due to foundation loads, traffic or other surface loads. Surcharge effects should be considered where appropriate. The above lateral pressures may- be resisted by friction at the base of the wall and passive resistance against the foundation. A coefficient of friction of 0.5 may be used todetermine the base friction in the glacial soils. An equivalent fluid density of 250 pcf should be used for.passive resistance design. These recommended values incorporate safety factors of 1. 5 and 2.0 applied toi the estimated ultimate values for frictional and passive resistance, respectively. To achieve this value of passive pressure, the foundations should be poured "neat" against the native dense soils or compacted fill should be used as backfill against the front of the footing, and the soil in front of the wall should extend a horizontal distance equal to at least three times the foundation depth. We recommend that the 'Upper I foot of soil be neglected when determining the passive resistance. All wall backfill should be well compacted. Care should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the wall backfill. This can be accomplished by placing w all backfill in 8-inch loose. lifts and compacting with small hand operated compactors. Permanent drainage systems should be installed for retaining walls. We recommend that these drainage systems consist of an 18-inch-wide zone of clean (less.than 3 percent fines), free draining granular NasoN-CouvRETTE & AssoclATEs, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page I I material placed along the back of the wall. Pea gravel is an acceptal�le drain material. The. granular material should be placed up the back of the wall to within I foot.,`. of the ground surface. A less permeable soil should be placed in the last I foot to reduce surface infiltration into the wall drain. The on -site surficial soils are not suitable for use as free draining wall back1lill. A slotted drain pipe having a minimum. diameter of 4 inches should be embedded in pea gravel or somm other free draining material at the base of the wall and along its entire length. This drain pipe should dtischarge into tightlines -leading to an appropriate collection and discharge point. Roof drains should not! be connected to wall or footing drains. Slabs -On -Grade Floor slabs may be supported on subgrade prepared as outlined in the� Site Preparation and Grading. and Structural Fill sub sections of this report. The least amount of risk of settlement will be from the overexcavation of the entire fill and replacement with structural fill scheme. Some settlement should be* expected if the alternative site preparation method is used. The impact of these settlements can be reduced if the slab is suitably reinforced. We recommend that the slabs be founded on a minimum of I foot of structural fill if they are to be placed above the existing fill. Where moisture control is important, we recommend that at least 6 inches of free draining material be placed under slabs -on -grade to act as a capillary break. The capillary break material should be separated from slabs by a vapor barrier such as plastic sheeting. To aid in curing* the concrete, a 2-inch-thick. sand blanket may be used to cover the vapor barrier. The capillary break material should be connected *to the footing drains to provide positive drainage. Some risk of settlement and/or cracking should be expected of any sl4b placed above the existing fill. Where slabs are placed above the existing fill,'they should be reinforo.'ed to withstand some differential settlement. A gap should be provided between the slab and adjacent f6undation wall or columns so that the slab can settle without being "hung up" causing a bridging condition. This is commonly done by placing a felt expansion strip between the slab and foundation wall. Where slabs transition through doorways, they should be reinforced to prevent vertical offsets, caused by settlement, to occur. The transition slab is a reinforced structural slab that is doweled into the foundation and the slab -on -grade. As settlement occurs, the dowels act as hinges allowing rotational movement without vertical offsets at the slab joints. NELSON-COUVRETTE & AssociATEs, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 12 Drainage We recommend that runoff from impervious surfaces such as roofs, driveway and access roadways be collected . and routed to an appropriate storm water discharge system. The roof drains should be tightlined separate of the footing or wall system drains until they are; a minimum of I foot vertically down gradient from the footing drains. The finished ground surface should be graded such that storm water is,collected and directed off of the site. Final site grades should allow for drainage away from any buildings. We suggest that the finished ground be sloped at a gradient of 3 percent minimum for a distance cif at least .10 feet away from the buildings. Surface water should be collected by permanent catch basin.� and drain lines t o be discharged into a storm drain system. It is good practice to use footing drains for moisture control. However, footing drains may be optional if the resulting site grade slopes away from the planned structures or if the slabs are a minimum of I foot. above surrounding grades. This tan be evaluated at the time of construction. If perimeter footing drains are not used, appropriate moisture control should be utilized. Measures taken should include providing a suitable capillary -break and vapor barriev for slabs -on -grade and sloping crawl spaces to drain. Vapor barriers should be used for slabs in any case where moisture control is important. A drain should be installed to allow water that may accumul�te in a crawl space to drain from the crawl space. We recommend that wall drains be utilized around bastment walls. The footing drain should consist of a 4-inch-minimum-diameter, perf6rated or slotted, rigid, PVC pipe laid at the bottom of the footings or a minimum of 6 inches below the"bottom of interior slabs or crawl spaces, whichever is deeper, with a gradient sufficient to generate flow by gravity. The drain line should be surrounded with free draining pea gravel. The on -site infiltration systems should be designed using the infiltration rates provided in the Infiltration Test section of this report. We consider that these infiltration rates can be used on the soils found below 6.5 feet below the ground surface in the area the tests.. were taken. The DOE manual suggests locating the infiltration pits a minimum of 100 feet up gradient" of structures. We consider this a general guideline for shallow systems. Due to the depth of the soils that will infiltrate water, we do not consider a setback of the system to the structure to be needed. In our opinion, any problems that would NELSON-COUVR#TTE & ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 13 be associated with a nearby infiltration system would be moisture control not beating capacity or stability. Therefore, installation of a proper capillary break and vap6r barrier is more important that locating the system away from the structure. If the slab or crawlspice is at or'near the surrounding grades, foundation drains should be considered. It would be best to locate slabs a minimum of 140ot above the surrounding grades. This can be reviewed at the time of design, if needed. USE OF THIS REPORT We have prepared this report for Mr. Peter Schroeder and his agents tor use in planning and design of this project. The data and report should be provided to prospective tontractors for their bidding and estimating purposes. However, our report, conclusions and interpretations should not be construed as a warranty of subgrade conditions. The scope of our work does not include services related to constru( Aion safety precautions and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possi - ble variations in subsurface conditions. We recommend that project pl�nning include contingencie s in budget and schedule should areas be found with conditions that vary from those described in this report. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated iby the explorations, to provide recommendations for design changes should.the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget for our services, We have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. 000 NELSON-COUVREiTTE & ASSOCIATES, INC. Geotechnical Engineering Report 208th Street Condominiums July 24, 1997 NCA File No. 210097 Page 14 We appreciate the opportunity to be of service to you. If there are an questions concerning this report y or if we can provide additional services, please call. Sincerely, NELSON-COUVRETTE & ASSOCIATES, INC. Andrea L. Ernst Senior Staff Geologist EXPIRES -/'7' Charles P. Couvrette, PE Principal Engineer LMH:ALE:CPC:nt Three Copies Submitted Seven Figures NELSON-COUVR19TTE & ASSOCIATES, INC. N Vicinity Map: A B C 0- 4 �e, X- I 77� 2MO K TH 7 Z, .4. Project 20M :77 r Site ki ri 6 73 1 2TH 7i- q, 1Y j: ::-L .;q. "!,J ....... .. .. 21M 226�H�4' 7 "T .4r I 2 22 2 LLJ I A 47-4, Bros. Maps FIGURE NasoN-Coumrm & ASSOCIATEs, INc. 208th StCondos CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS FILE NO. DATE 210097 July 1997 UNIFIED SOIL CLASSIFICATION SYSTTM MAJOR DIVISIONS GROUP SYMBOL GROUPNAME GRAVEL CLEAN GRAVEL GW W . ELL -GRADED GRAVEL, FINE TO COARSE GRAVEL COARSE - GRAINED MORE THAN 50% OF GP POORLY -GRADED GRAVEL COARSE FRACTION GRAVEL SOILS RETAINED ON NO. 4 SIEVE WITH* FINES GM SILTY GRAVEL GC CLAYEY GRAVEL MORE THAN 50% RETAINED ON NO. 200 SIEVE SAND CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND SID POORLY -GRADED SAND MORE THAN 50% OF SAND COARSE FRACTION PASSES NO. 4 SIEVE WITH FINES Sm SILTY SAND SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE - CIL CLAY GRAINED LIQUID LIMIT LESS THAN 50% SOILS ORGANIC OL ORGANIC SILT, ORGANIC CLAY MORE THAN 50% PASSES NO. 200 SIEVE SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY LIQUID LIMIT 50% OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT SAT NOTES: SOIL MOISTURE MODIFIERS 1 Field classification Is based on visual examination of soil In general Dry- Absence of moisture, dusty, dry accordance with ASTM D 2488-83. to the touch Moist- Damp, but no visible water 2) Soil classification using laboratory tests Is based on ASTIVI D 2487-83. Wet- \Asible free . water or saturated, usually Sol Is obtalned.from 3) Descriptions of soil density or below wdter table consistency are based on Interpretation of blowcount data, visual appearance of solls, and/or test data. NELSON-COUVRE7TE &ASSOCIATES, INC. UNIFIED SOILCLASSIFICATION SYSTEM CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS FIGURE 3 LOG OF EXPLORATION DEPTH Usc SOIL DESCRIPTION TEST PIT ONE 0.01-0.3 CRUSHED ROCK q: 0.3-1.0 SP-SM BROWN FINE TO MEDIUM SAND WITH SJLT, GRAVEL. AND ROOTS (LOOSE, MOIST) (FILL) 1.0-1.2 BURIED TOPSOIL 1.2-4,.6 SP-SM BROWN TO GRAY FINE TO MEDIUM S�ND WITH SILT AND SCATTERED COBBLES (MEDIUM DENSE, MOIST) (WEAT$ERED DRIFT) 4.6-5.0 sm GRAY SILTY FINE TO MEDIUM SAND WITH 4RAVEL (11DENSE, MOIST) (DRIFT) SAMPLES WERE COLLECTED AT 0.5,2.0 AISP 5.0 FEET GROUND WATER SEEPAGE WAS NOT ENCqUNTERED TEST PIT CAVING WAS NOT ENCOUNTERE TEST PIT WAS COMPLETED AT 5.0 FEET 017 06-04-97 TEST PIT TWO 0.0-1.0 sm DARK BROWN/BLACK SILTY SAND WITH Gl�AVEL AND ROOTS (LOOSE, MOIST) (TOPSOIL) 1.0-4.4 SP-SM BROWN FINE TO MEDIUM SAND WITH SV AND GRAVEL (MEDIUM DENSE, MOIST) (WEATHERED DRIFT) 4.4-5.3 SM GRAY SILTY FINE TO MEDIUM SAND WITH q.RAVEL (DENSE, MOIST) (DRIFT) SAMPLES WERE COLLECTED AT 2.5 AND 5.6 FEET GROUND WATER SEEPAGE WAS NOT ENC§UNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 5.3 FEET ON 06-04-97 TEST PIT THREE 0.0-0.3 CRUSHED ROCK 0.3-6.0 SP BROWN TO GRAY FINE TO MEDIUM SAND WTH GRAVEL AND TRACE SILT, 1.5 FOOT FINE TO MEDIUM SAND LENSE AT 1.4 FEET, AND SILTY SAND LENSES AT 5.5 FEET (MEDIUM DENSE TO DENSE, MOIST) (DRIFT) SAMPLES WERE COLLECTED AT 2.0,4.0 AND 5.5 FEET GROUND WATER SEEPAGE WAS NOT ENCqUNTERED TEST PIT CAVING WAS NOT ENCOUNTEREC) TEST PIT WAS COMPLETED AT 6.0 FEET ON 06-04-97 TEST PIT FOUR 0.0-0.5 SOD 0.5-2.0 SM BROWN SILTY SAND WITH GRAVEL AND ROO.TS (LOOSE, MOIST) (FILL) 2.0-2.2 BURIED TOPSOIL 2.2-5.0 so-sm BROWN TO GRAY FINE TO MEDIUM SAND! WITH SILT AND GRAVEL (MEDIUM DENSE TO DENSE, MOIST) (DRIFT) 5.0-5.5 SM GRAY SILTY FINE TO MEDIUM SAND WITH d RAVEL (DENSE, MOIST) (DRIFT) SAMPLES WERE COLLECTED AT 1.0, 4.0 ANP 5.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTEREO TEST PIT WAS COMPLETED AT 5.5 FEET 04 06-04-97 LMH:dfr NELSON-CCIYVRETTE &ASSOCIATES, INC. FILE NO. 210097 FIGURE 4 LOG OF EXPLORATION DEPTH Usc SOIL DESCRIPTION TEST PIT FIVE 0.0-0.3 CRUSHED ROCK 0.3-1.0 SM BROWN SILTY FINE TO MEDIUM SAND W&H CRUSHED ROCK AND A STORM PIPE (LOOSE, MOIST) (FILL) 1.0-2.0 SM GRAY -BROWN SILTY FINE TO MEDIUM )S.AND WITH GRAVEL AND ROOTS (MEDIUM DENSE, MOIST) (WEATHERED DR(FT) 2.0-5.5 SP/Sm GRAY FINE TO MEDIUM SAND WITH SILt GRAVEL, FINE TO MEDIUM SAND POCKETS, AND SILTY SAND LENSES (M�DIUM DENSE TO DENSE, MOIST) (DRIFT) SAMPLES WERE COLLECTED AT 0.5, 3.5 AN ' D 5.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTEREO. TEST PIT WAS COMPLETED AT 5.5 FEET 04 06-04-97 TEST PIT SIX 0.0-0.5 SM DARK BROWN/BLACK SILTY SAND WITH ROOTS (TOPSOIL) 0.5-2.8 SP-SM BROWN FINE. TO MEDIUM SAND WITH S14T, GRAVEL AND ROOTS (MEDIUM DENSE, MOIST) (WEATHERED DRIFT) 2.8-5.7 SP/Sm GRAY FINE TO MEDIUM SAND WITH TRAqE SILT AND GRAVEL, GRADING TO FINE TO MEDIUM SAND WITH SILT AND. G�AVEL (MEDIUM DENSE To DENSE, MOIST) (DRIFT) SAMPLE WAS COLLECTED AT 1.5 FEET GROUND WATER SEEPAGE WAS NOT ENC UNTERED TEST PIT CAVING WAS NOT ENCOUNTERE TEST PIT WAS COMPLETED AT 5.7 FEET O� 06-04-97 TEST PIT SEVEN 0.0-0.4 SM DARK BROWN/BLACK SILTY SAND WITH RCPTS (TOPSOIL) JE!LW 0.4-4.3 SM DARK BROWN SILTY FINE TO MEDIUMf' SAND WITH GRAVEL, PIECES OF t ASPHALT AND ROOTS (LOOSE, MOIST) (ELL�) 4.3-5.9 SM RUSTY BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (WEATHERED DRIFT) 5.9-7.0 SP-SM GRAY -BROWN FINE TO MEDIUM SAND WITH SILT AND GRAVEL (MEDIUM DENSE, MOIST) (DRIFT) 7.0-8.0 SP/SW GRAY FINE TO COARSE SAND WITH GRAVrjL (DENSE, MOIST) (OUTWASH) SAMPLES WERE COLLECTED AT 2.0, 4.5, 6.� AND 8.0 FEET GROUND WATER SEEPAGE WAS NOT ENC�UNTERED TEST PIT CAVING WAS NOT ENCOUNTEREP TEST PIT WAS COMPLETED AT 8.0 FEET ON 06-04-97 LMH:dfr NELSON-CLjUVRETTE &ASSOCIATES, INC. FILE NO. 210097 FIGURE 5 LOG OF EXPLORATION DEPTH Usc SOIL DESCRIPTION TEST PIT EIGHT 0.0-0.3 SM DARK BROWN/BLACK SILTY SAND WITH ROJOTS (TOPSOIL) 0.3-1.4 sm DARK BROWN SILTY SAND WITH GRAVEL *D ROOTS (LOOSE, MOIST) (FILL) 1.4-2.5 SM RUSTY -BROWN SILTY SAND WITH GRA�EL AND ROOTS (LOOSE, MO . IST) (WEATHERED DRIFT) 2.5-5.8 SP/SP-SM GRAY FINE TO MEDIUM SAND WITH TRACEZILT, GRAVEL GRADING TO FINE TO MEDIUM SAND WITH SILT, GRAVEL (MED[Uill DENSE, MOIST) (DRIFT) SAMPLES WERE NOT COLLECTED GROUND WATER SEEPAGE WAS NOT ENC(PUNTERED TEST PIT CAVING WAS NOT ENCOUNTEREP TEST PIT WAS COMPLETED AT 5.8 FEET 00,106-04-97 TEST PET NINE 0.0-0.3 SM DARK BROWN/BLACK SILTY SAND WITH RCbTS (TOPSOIL) 0.3-2.5 SM BROWN SILTY FINE TO MEDIUM SAND "ITH GRAVEL AND ROOTS (MEDIUM DENSE, MOIST) (WEATHERED DRIFT) 2.5-4.8 SP/Sm GRAY FINE TO MEDIUM SAND WITH GPAitEL AND TRACE SILT GRADING TO SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE TO DENSE, MOIST) (DRIFT) SAMPLES WERE NOT COLLECTED GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 4.8 FEET O� 06-04-97 TEST PIT TEN 0.0-1.0 sm DARK BROWN SILTY SAND WITH ROOTS (TOPSOIL) 1.0-2.2 sm RUST -BROWN SILTY SAND WITH GRA\&L AND ROOTS (LOOSE, MOIST) (WEATHERED DRIFT) 2.2-6.0 SP BROWN -GRAY TO GRAY FINE TO MEDIUIO SAND WITH GRAVEL AND TRACE SILT, AND SILTY SAND LENSES AT 5.5 EET (MEDIUM DENSE TO DENSE, MOIST) (DRIFT) SAMPLES WERE COLLECTED AT 1.5 AND 5.P FEET GROUND WATER SEEPAGE WAS NOT ENCTUNTERED TEST PIT CAVING WAS NOT ENCOUNTEREP TEST PIT WAS COMPLETED AT 6.0 FEET ON 06-04-97 LMH:dfr & ASSOCIATES, INC. FILE NO. 210097 FIGURE 6 LOG OF EXPLORATION DEPTH Usc SOIL DESCRIPTION TEST PIT ELEVEN 0.0-1.0 sm DARK BROWN SILTY.SAND WITH GRAVEL, ROOTS, ORGANICS, PIECE OF ASPHALT (LOOSE, MOIST) (FILL) 1.0-.2.7 SM' BROWN SILTY FINE TO MEDIUM SAND �MITH GRAVEL, ROOTS (LOOSE TO MEDIUM DENSE, MOIST) (WEATHERED DR )FT) 2.7-5.5 sm GRAY SILTY FINE TO MEDIUM SAND V�ITH GRAVEL, LENSES OF FINE TO MEDIUM SAND, POCKETS OF FINE TO COARSE SAND, IRON STAINING FROM 2.7 TO 3.7 FEET (MEDIUM DENSE TO DENSE, I�OIST) (DRIFT) 5.5-13.0 SP-SM/SW GRAY FINE TO MEDIUM SAND WITH SILl;' AND GRAVEL TO FINE TO COARSE SAND WITH GRAVEL WITH TRACE SILTY SAND SEAMS (DENSE TO VERY DENSE, MOIST) (OUTWASH) SAMPLES WERE COLLECTED AT 3.0,4.5,81'5, AND 11.0 FEET SLIGHT GROUND WATER SEEPAGE WAS ONCOUNTERED AT 11.0 FEET TEST PIT CAVING WAS NOT ENCOUNTEREJ.D TEST. PIT WAS COMPLETED AT 13.0 FEET ON 07-14-97 TEST PIT TWELVE 0.0-0.6 SM DARK BROWN SILTY SAND WITH GRAVSL, ROOTS, AND ORGANICS (LOOSE, MOIST) (TOPSOl 0.6-1.6 Sm RUST BROWN SILTY FINE TO MEDIUM S�AND WITH GRAVEL, ROOTS(LOOSE, MOIST) (WEATHERED DRIFT) 1.6-3.6 SP-SM BROWN -GRAY FINE TO MEDIUM SAND�:WITH SILT AND GRAVEL (MEDIUM DENSE, MOIST) (DRIFT) 3.6-6.5 SM GRAY -BROWN TO GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL, SCATTERED COBBLES, LENSES OF FIN� TO MEDIUM SAND, IRON STAINING FROM 3.6 TO 4.6 FEET (DENSE, MOIST) (139IFT) 6.5-11.5 SP/SP-SM GRAY FINE TO COARSE SAND WITH GRAVEL GRADING TO FINE TO MEDIUM SAND WITH SILT AND GRAVEL (VERY DENbE, MOIST) (OUTWASH) SAMPLES WERE COLLECTED AT 2.0,4.0, AIND 8.0 FEET SLIGHT GROUND WATER SEEPAGE WAS 4NCOUNTERED AT 10.0 FEET TEST PIT CAVING WAS NOT ENCOUNTEREID TEST PIT WAS COMPLETED AT 11.5 FEET ON 07-14-97 LMH:dfr UVRETTE & ASSOCIATES, INC. FILE NO. 210097 FIGURE 7 CU C� CU 0% CU CL 219 —0 --L —0j)-a 0-0—D— C C 30- Iry LA C21 O�H al arkin I - �J; am nvAc 24, 1W. ISPOWT aflow ......... IL CU 10 5 ;U r MON z I IT TV, 2 8 03.90, 10= MOM TP-1 0 TP-7 4� C� 03 TP-9 L L D A D G C B JILDI r, T T W H ME 3 NIT T WNHOM 3 UNI 2 s He 0- 2 storie its 5 paLr statt4e - -67�(FLAT 2') a T61 207. TP-8 I-Sm" Reference: Site plan created from a drawing titled "208th Street SW Condominiums", dated March 6, 1997 by Peter Schroeder Architects. Site Plan 0 40 80 Scale 1" = 40' LEGEND TP-1 NUMBER AND APPROXIMATE LOCATION OF TEST PIT IT-4 NUMBER AND APPROXIMATE LOCATION OF INFILTRATION TEST 20�1'H ST�EET S\�. 425 - +2 +2 �+��2 +2 +2 +1 +1 +1 +2 2 +2 +1 +1 +1 +1 +1 +1 +1 +1 2 +2+2+2 +2+2 2+90 +1 1 + 4 5+5+ + +4 +4 +4 ++ +4 ++ 4 + +3 +3 + + 3+3 +2+ > 4. +1 — - - - - - - - - - - - - - 2 -2 -2 2 -2 —1 11 4-1 4-1 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 - 4 -5 -5 5 -6 - -6 -7 -7 -7 -7 1 -4 -4' 5 :5 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 4 -4 -4 4 -4 - IN14 : 5 6 6 -7 �7 -7 -7 -7 -7 -4 -4 -4 4 -4 -4 *12 4 -4 4 -4 -4 4 - 4 -4 -4 4 14 -5 -5 6 7 -2 7 --4 -4 -4 : 4 4 —4 —4 —4 —4 - 4EWL kV:ll -7 -7 -7 K-1 4 --1 3 -3 -3 -3 -3 -3 -3 �-- 4 :: �4- 4 - 4 -4 -4 -4 L765--6 4 -6 -6 -7 -7 - -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 -3 3 -3 -3 -3 -3 -%-,4 4 ��6 :�� j�6 -6 - 6 'i,6 -6 - -3 -3 -3 -3 -3 -3 3 -3 -3 -3 -3 -3 -3 -3 -3 -3 3 -3 -3 -3 -3 - 1 4 '1 -6 -6 -6 -1 --3 -3 -3 -3 �-2 -2 -3 -3 -3 -3 -3 -3 -3 3 -3 -3 -3 -3 - 3'-' 4 4 S -6 -6 -6 -6 -6 r3 - �3- 2 2 - -3 -3 43 - 6 -6 - J -2 2 -2 3 -3 - �-6 =6 f, -6-6 3 2 47J 2 -2 - 2 Z, -2 -2 -2 -F 2 F 2 -2 -2 -2 -2 -2 - -2 - - - - - - - 2 �2 -2 - -2 -2 -2 2 -2 - - - 2 2 2'J2 -2 - -2 2 -2 - 2 - I .. I ` - , - :2 2 - -2 -2 -2 -2 - -2 - -2 - 2 -2 -2 -2 -2 -2 - -2 :2 1 - 72- 2 2 - -2 -2 -2 -2 - -2 2 2 -2 -2 -2 - 2 2 2 -2 -2 -2 -2 - 2 - 2 -2 2 - -2 2 -12 - -2 - 1 -2 2 - - I - 2 - -1 _1 -1 -1 -1 -1 -1 - 1 -1 -1 +1 +/+, + F+F 41 0 +1 +1 +1 1 +1 1 11 I I . +1 +111++: +� ++� I +1 1 +1 +1 tL±� +1 1 +1 — — — +41 1 +1 +1 +1 +1 +1 —+1 .— 1 +1 + +1 + �tL-A-� 418 +1 +1 +1 +1 +1 +1 +1 1 +1 +1 +1 I I 1 +1 +1 +1 +1 +1 +1 1 +1 +1 +1 +1 1 2 +2 +2 +2+2 +1 +1 +1 +1 +1 +1 +2 +2 + +1 +1 1 +1 +1 +1 + +2 +2 +21.2+2 +2 1 +1 +1 +1 +11 1 +1 +1 +1 +1 + +1 +1 +: ,2 %2,+l +1 +1 +1 +1 + +1 417 1 +11111 1 1 +1 +1 +1 +1 +1 +1 1 +1 I + +1 1 +1 +1 1 +1 +1 0 +1 +1 +1 +1 +1 +1 +1 T, +1 +1 1 +1 + +1 +1 +1 + +1 +1 je+1 1 +1 %� ------ � 1 +1 +-17-1+7:1�- 1 +1 +1 +� -+-1 +1 1 +1 2 +2 1 +1 +1 +1 +1 +1\ +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 +1 1 +1 +1 +1 +1 +1 1 +1 -+1 +1 +1 +1 +1 +1 +1 +1 +1 1 + +1 +1 +1 +1 +1 +1 +1 +1 fl -R-+I-R +1 +1 + +2 +2 +2 2 +1 - �V+l +1 +1 +1 1 + +� +1 +1 + +1 +2 2 +2 +2 + +2 +1 +2 +2 + +2 +1 +1 1 +1 +1 4-1 +1 +1 + I I 1 +1 +1 + 1 +2 2 +2 +2 +1 1 +1 + +2 +2 1 1 2 2 +2 +2 +2 ILD 2 +:'� +12 ++Il ++ ++il +1 1 ++11 ++11 ++Il ++ 11 t�W +1 +1 + 2 -V2 +2 �41§ -Z$ +2+ + +2 :2 +1 + +I, il 1 +1 +1 +1 +1 +1 +1 V ti tbts +1 11 +1 +1 +1 + .1 �l I 1 +1 +1 +1 +1 +1 s.R+l +2 442 +2 +2 +2 +2+2 +2 +2 +2 +2 �P+2 + + �l +1 +1 +1 +1 IFI+l -H * +3+3+2 2 +2 +2 2 + -�+3 +2 +2 -d�+'2 +2' + I + +I +1,+� Wlw+oolD+I,rl +I * 4-3 +3 +2+ +2 1� I I + ljll� L 1 +1 4441.3+1 1 + +2 2 2 + +2 +2 +1 +1 +1 1 1 ±1 1 1 ±3 ±1 ±1 ±1 ±1 t� ffEl I 417-, 0+00 ,.?4 ---- 0+05 420 - 416 0 0+00 420 416 412 20 40 60 so 100 120 140 160 ISO 200 220 412 0 20 40 60 80 100 120 140 160 180 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V I "= 4' PROPOSED GROUD 0 0+15 420 � 416 412 0+10 420 - 416 412 L 0 420 416 412 20 40 60 80 100 120 140 160 190 200 220 420 416 412 20 40 60 80 100 120 140 160 180 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 0 0+25 420 r- 416 412 0+20 420 - 416 412 L 0 420 416 I I I I I I 1 1 412 20 40 60 so too 120 140 160 180 200 220 20 40 60 80 too 120 140 160 180 200 220 SCALE: H 1"=40' LEGEND: EXISTING GROUND V 1 "= 4' PROPOSED GROUD 420 416 412 0 0+35 420 � 415 w 0+30 420 — 416 420 415 412 20 40 60 80 100 120 140 160 iso 200 220 412 ' I I I 0 20 SCALE: H I"=40' VI"= 4' 40 60 80 100 120 140 150 180 200 22C LEGEND: EXISTING GROUND PROPOSED GROUD 420 416 412 0+45 420 � 416 0 20 40 60 80 100 120 140 160 180 200 220 0+40 420 � 416 412 ' 0 20 SCALE: H I"=40' V 1"= 4' 40 420 416 420 415 412 60 80 100 120 140 160 180 200 220 LEGEND: EXISTING GROUND PROPOSED GROUD 16 0+55 420 � 416 0 20 40 60 80 100 120 140 160 ISO 200 220 0+50 420 - 416 0 20 40 60 80 100 120 140 160 180 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V 1"= 4' PROPOSED GROUD 420 416 420 416 0+65 420 - 416 0 20 40 60 80 100 120 140 160 180 200 221 0+60 420 - 416 0 20 40 60 80 100 120 140 160 180 200 22( SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 420 416 420 416 0+75 420 - 416 0 20 4D 6D 80 100 120 140 160 180 200 22( 0+70 420 - 416 0 20 40 60 80 too 120 140 160 180 200 22( SCALE: H 1"=40' LEGEND: EXISTING GROUND V 1"= 4' PROPOSED GROUD 420 416 420 416 0 0+85 420 � 416 0 20 40 60 80 100 120 140 160 180 200 22( 0+80 420 � 416 0 20 40 60 so 100 120 140 160 ISO 200 22C SCALE: H I"=40' LEGEND: EXISTING GROUND V I "= 4' PROPOSED GROUD 420 416 420 416 0 0+95 420 — 416 0 20 40 60 80 i0o 120 140 160 180 200 220 0+90 420 — 416 0 20 40 60 80 100 120 140 160 180 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V I "= 4' PROPOSED GROUD 420 416 420 416 Ll 1+10 420 — 416 420 416 20 40 60 80 100 120 140 160 180 200 2 20 0 1+05 420 — 416 1+00 420 — 416 L 0 420 416 20 40 60 80 100 120 140 160 iso 200 2 20 420 I ' 411 40 W M Wo 120 140 160 180 2� 212. SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 1+25 420 - 416 1+20 420 F_ 416 14-15 420 - 416 L 0 420 I I I ' 411 20 40 60 80 100 120 140 160 180 200 220 420 411 20 40 60 80 100 120 140 160 180 200 220 420 411 20 40 60 80 100 120 140 160 1 80 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V I "= 4' PROPOSED GROUD 1+40 420 � 416 L 0 1+35 420 r- 416 1+30 420 — 416 L 0 420 -L L -L 'L- ' I -'- ' i I ' "' 20 Q SO SO 1. 120 141 ISO 11 2. 220 420 I I I I I I I I I I I I I I I I I I I I ' 416 20 40 60 80 100 120 140 iso ISO 2DO 220 420 I ' 411 20 Q 611 SO I� 1 '20 1 �10 160 2� '20 SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 0 � 1+55 420 - 0 20 40 60 80 100 120 140 160 180 200 22C 1+50 420 - 0 20 40 60 80 100 120 140 160 180 200 22C 1+45 420 � 0 20 40 60 80 100 120 140 160 180 700 22C SCALE: H 1"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 420 420 420 1+70 420 0 20 40 60 80 1DO 120 140 160 ISO 200 22( 1+65 420 r-- 0 20 40 60 80 IDO 120 140 160 180 2DO 22( 1+60 420 - 0 20 40 60 80 100 120 140 160 180 200 22( SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 420 420 420 0 1+80 420 IM 1+75 420 a 420 I I I I I I I I I I I ' 416 20 40 60 80 100 120 140 160 180 200 220 420 I I I I I I I I I I I I I I I 1 1 416 20 40 60 w 100 120 140 160 180 20D 220 SCALE: H 1"=40' LEGEND: EXISTING GROUND V 1"= 4' PROPOSED GROUD �m 110111 420 420 0 416 11 20 40 60 80 100 120 140 160 180 2DO 220 06151 420 416 420 416 ' I I I I I I I I I I I I I I I I I I I I I . 416 0 20 40 60 80 100 120 140 160 180 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 2+00 424 - 420 416 Moll 420 424 420 416 20 40 60 80 100 120 140 160 180 200 220 420 416 ' I I I I I I I I I I I I I I I I I I I I ' 411 0 20 Q 60 80 100 120 140 160 180 200 2M SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 0 (9 2+10 424 - 420 416 ' 0 2+05 424 - 420 416 L 0 424 420 I I I I I I I I I I 1 416 20 40 60 80 100 120 140 160 180 200 220 424 420 I I I I I I I I I I I I I I I I ' 411 20 40 60 80 100 120 140 160 100 200 2M SCALE: H 1"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 2+20 424 r-- 420 416 L 0 2+15 424 - 420 416 L 0 424 420 I I I I I I I I I I I I I I I I I I I ' 416 20 40 60 so 100 120 140 160 ISO 200 220 424 420 I I I I I I I I I I I I I ' 416 20 40 60 80 100 120 140 160 180 200 2;0 SCALE: H 1"=40' LEGEND: EXISTING GROUND V, I"= 4' PROPOSED GROUD 0 2+30 424 � 420 416 2+25 424 — 420 416 424 420 416 20 40 60 so 100 120 140 160 180 200 220 424 420 1 416 20 40 60 80 100 120 140 160 180 200 220 SCALE: H 1"=40' LEGEND: EXISTING GROUND V I "= 4' PROPOSED GROUD 0 *I 2440 424 420 m 2+35 �zm 420 424 420 416 20 40 60 80 100 120 140 160 iso 200 220 416 0 20 40 SCALE: H 1"=40' V I"= 4' 60 80 100 120 140 160 180 200 220 LEGEND: EXISTING GROUND PROPOSED GROUD 424 420 415 IF-] L 2+50 424 420 416 L 0 2+45 424 420 416 � 0 SCALE: H 1"=40' VI "= 4' 424 420 I I I I I I I I I I I I I I I I I I I I ' 411 20 40 60 80 100 120 140 160 180 200 220 20 40 60 so 100 120 140 160 180 200 22( LEGEND: EXISTING GROUND PROPOSED GROUD 424 420 416 0 0 2+60 424 420 416 2+55 424 420 4?4 420 416 20 40 60 80 100 120 140 160 180 200 2K 416 ' I I I I I I I I I I I I I I I I I 0 20 40 60 80 100 120 140 160 M 2 720 SCALE: H I"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 424 420 416 0 ii 2+70 424 420 416 L 0 2+65 424 420 424 420 1 1 416 20 40 60 80 1 DO 1 20 140 160 lw 200 220 416 ' I I I I I I I I I I I I I I I I I 0 20 40 60 80 100 120 140 160 150 200 220 SCALE: H 1"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 424 420 416 �lm 2+75 428 424 420 416 0 20 40 60 80 IDO 120 140 160 180 200 220 SCALE: H 1"=40' LEGEND: EXISTING GROUND V I"= 4' PROPOSED GROUD 428 0 In 420 416 10 2+8� 428 F- 424 420 L 0 2+80 428 — 424 420 428 424 I I L I I ' 420 20 40 60 80 100 40 1. 1160 1 '80 200 220 0 20 40 &0 so 100 120 140 160 180 200 22( SCALE: H I"=40' LEGEND: EXiSTING GROUND V 1"= 4' PROPOSED GROUD 428 424 420 0 2+ 95 424 424 0 420 L 0 2+90 428 - I I I I I I I I I I I I I I I I I ' 420 20 40 60 80 100 120 140 160 180 200 220 428 0 424 420 ' 0 424 I I ' 420 20 40 60 80 100 120 140 160 180 200 220 SCALE: H I"=40' LEGEND: EXISTING GROUND V V= 4' PROPOSED CROUD vt SC;SjVE:0 - j A% 7 199a Tumberry Lane Condominiums 208'h Street Southwest & 7Vd Avenue West EDMONDS, WASHINGTON S TORM WA TER MA NA GEMEN T REPOR T Tq (rV f )LA �, 0 1 � G A(,rej -1 �. 3 -? ) e7S k) Prepared by. Washington Land Design 9709 Third Avenue N.E., Suite 203 Seattle, Washington 98115 (206) 522-9510 FAX. (206) 522-8344 FE-XP1 RES _7/7/-tq j July 18,1997 Revised October 28, 1997 Revised December 1Z 1997 Revised December 29, 1997 Revised Januaty 23, 1998 (,Ic f*r 50;10 6. JA ep� *V I �Jqs 14 TABLE OF CONTENTS. VicinityMap ...................................................................................................................... 1 ProjectNarrative ............................................................................................................... 2 Project Description Existing Conditions Proposed Storm Sewer System Stormwater Detention Stormwater Quality Conveyance ExistingConditions Map .................................................................................................. 5 ProposedCondition Map ................................................................................................. 7 Stormwater Runoff Hydrographs ...................................................................................... 9 1 0-Year, 24 Hour Design Storm 1 00-Year, 24 Hour Design Storm Flow Control Structure Calculations .............................................................................. 16 1 0-Year, 24 Hour Design Storm 1 00-year, 24 hour Design Storm Stormwater Conveyance Calculations ........................................................................... 22 FlowControl Detail ........................................................................................................ 24 Coalescing Plate'Structure Detail ....................................... I ........................................... 26 CurveNumber Calculations ............................................................................................ 28 Time of Concentration Calculations ............................................................................... 30 Tumberry Lane Condominiums July 18, 1997 Revised January 23, 1998 Bwt), Af ptly -I WY ILL PAti— I R, I _ANLI-11 CDs zt5j 98; .4 ; I . . - r. J99Ttt BRAc" 11 'CASP T ST w I I'AlRb"V 'I.. X�- l!'10JI (A iAWIAL 81,44 H VI 11� — ... .1, 'J"', WY -iA 11 R W, P: w NV r*1 11 cotwif M714 - 20-11�f) A"' %if RRA 20 No 40 1; I'lo; ?021 Ca"MI Ty 9 G, i N ; " T i , ! , * ST w w v f 11W —oA COLLEGE i J�Al I Y ?wRo ST w sl 2." D110 SW5- w t];t %W 'IR C PLA rf it 11 i4v pu 7, ME RIDW 4 ?eo MIT ;o I �01 PK FK KkLO Mid UR L fW PLArf CIII 0 MAI N ST 01,11 ST i sw I RIVIAG RAWA PO r4 DAYTON, ST- L :!"41 PL .�W KAPLI YOS r ; 209fH pt ST -V f... - V, 6 , M90RIAL iE sw L SW ALM14 PAW W. T), ST SW ?Joj)j I Sw .7 WAt Kjl: x . .1 1 : . PK: 211rjj sl w UDI 21 1 f :�,, 21 H ' I . M N ?I'll 91, "1 ST sw 2VIV HOWM WY oly SW Ru xf RK op :x PARK Ty 713TH 713TH PL -r: :fTfi L 91'PL IS '2141H pt "L RIDE x: 214m: V. --,i SiT I,- W Are, x:;.. 7 st 2; It. Sw I '15 w. 51 A ST ?161H S.. a ST '8 P, 161 ST sw - - 216TV�< ST w ?171H f Aj "j. sw 'W / " " * , .W s . 7 . 10 Lim sl &: I? Til ST sw w ,*jI T C 2a I H 220TH sr sw I I 7K�. 51. PROJECT NARRATIVE PROJECT DESCRIPTION The proposed project is on a 1.20 acre parcel to be redeveloped into a condominium complex. This project consists of the construction of four two-story buildings, parking, landscaping, stormwater conveyance/detent ion, utility improvements, and site grading to accommodate these improvements. The three existing on -site buildings (3,560 SF, 1202 SF, and 1,061 SF in area) will be demolished to accommodate the proposed development. The stormwater quantity and quality management system for the project has been designed in accordance with applicable requirements of the Washington State Department of Ecology Stormwater Manual and the City of Edmo . nds Storm Drainage Ordinances. EXISTING CONDITIONS The site is located adjacent to the northwestern corner of the intersection of 208 th Street SW and 72 nd Avenue W. On the existing site is a small private school. The overall site topography slopes from the northeastern portion of the property to the southwestern portion. The existing grades vary between 427 feet and 413 feet above mean sea level. 'Refer to the attached sketch of the existing site conditions. PROPOSED STORM SEWER SYSTEM Stormwater quality and quantity management has been designed in accordance with applicable requirements of the Washington State Department of Ecology Stormwater Manual. all to) fcvlovl The proposed stormwater management system is designed to detain and treat the stormwater runoff for the areas subject to vehicular traffic. The detention system will consist of an underground detention pipe and a flow control structure which is to be located in the southeastern portion of the property. Detention of the increase in runoff due to the development of the site is addressed in the Stormwater Quality and Stormwater Detention sections of this report. The conveyance calculations for the storm system have been based upon the 25-year design storm as calculated using the SCS method as implemented in Waterworks software by Engenious Systems, Inc. The proposed drainage system is composed of curb and gutter, catch basins, and underground storm drainage pipe. 0�1 Turnberry Lane Condominiums July 18,1997 Revised January 23, 1998 S TORMWA TER DETENTION Stormwater. runoff will be detained and released at or below the pre -developed runoff rates Runoff will be conveyed through an oil/water separator and then into the proposed extension of the public storm drainage system in 72nd Avenue W. DETENTION The stormwater runoff is conveyed to the on -site underground detention pipe. The stormwater detention system has been designed to provide detention for the peak runoff for the 10 and 1 00-year, 24 hour storm events based upon the SCS methodology as directed by the City of Edmonds. Curve numbers used in determining the design storms have been. based upon available soils information. The pre -developed (existing) 1 0-year and 1 00-year, 24 hour discharges for the entire site are 0.24 cfs and 0.49 cfs respectively. The detention calculations for the stormwater management system have been based upon the SCS method as implemented in Waterworks software by Engenious Systems, Inc., and are provided in the Appendix. The table below summarizes the detention analysis. Pervious Area 0.34 AC Impervious Area 0.86 AC Existing 10yr peak flow 0.24 cfs; Existing 100yr peak flow 0.49cfs Proposed 1 Oyr peak flow* 0.47 cfs Proposed 1 00yr peak flow* 0.75 cfs *Proposed peak flow before detention STORMWATER QUALITY OILIWATER SEPARATION The stormwater runoff which is subject to vehicular shall be treated after it has been detained. Although other BMP's for water quality are preferred, an oil/water separator was selected due to space constraints. The oil/water separator has been sized to treat the 1 0-year, 24 hour storm. 3 Turnberry Lane Condominiums July 18, 1997 Revised January 23, 1998 Existing Conditions Map L -j Fj n:: IT LL n, own 31A - f T-1 All No (;HAPHIC SCAl E !;AiL P lUming I fngin�. nng 208th STREET CONDOMINIUMS 4 EDMONDS. WASHINGT� EXISTING CONDITIONS Proposed Condition Basin Map Turnberry Lane Condominiums July 18, 1997 Revised December 29,1997 BASIS OF =G --4 208TH' S.W. BUILDING III 30 SIALIS IOIA4 NX( o= T7 F BUILDWO 3 WE 101114m 2 STORIES 5 P�pc STATES 30* Z4 EPA. DF95NED BY: IM DATE: .IT Lwashington Land D-isn L lik—Awfoy. Awning EnSineering TURNBERRY LANE CONDOMINI EDMOND IN F;RUCI NO MET Tt*dA— ME-.*ft S. WASHNGTON PROPOSED CONDMONS a I r.1.10 81. 5.* WA9111141 fZCWS22-"10 f7AXOMSU-M" Stormwater Runoff Hydrographs Tim in Hours Hyd No.: 28 Rate: 0.25 cfs Time: 8.33 hr Vol 0.08 Ac-ft Int: 10.00 min Hyd No.: 28 Rate: 0.29 cfs Time: 8.50 hr Vol 0.11 Ac-ft Int: 10.00 min Hyd No.: 28 RaLe: 0.43 cfs Time: 8.33 hr Vol 0.15 Ac-ft Int: 10.0'0 min Hyd No.: 28 Rate: 0.17 cfs Time: 8.33 hr Vol : 0.06 Ac-ft Int: 10.00 min Time in hours Hyd No- :- 2 8 Rate: Vol Hyd No.: 2 8 Rate: Vol Hyd No.: 28 Rate: Vol Hyd No.: 28 Rate: Vol : 0.39 cfs Time:. 8.17 hr 0.13 Ac-ft Int: 10.00 min 0.55 cfs Time: 8.50 hr 0.19 Ac-ft Int: 10.00 min 0.70 cfs Time: 8.17 hr 0.24 Ac-ft* Int: 10-00 min 0.30 cfs Time: 8.33 hr 0�11 Ac-ft Int: 10.00 min 1/23/98 page I Turnberry Lane Condominiums Edmonds, Washington BASIN SUM?vLARY P'E BASIN ID: 100YRDTN NAME: 100 YEAR 9@q4VRf@EP SCSMETHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERV HVIP PRECIPITATION .... : 3.00inches AREA..: 0.34Acres 0.86Acres TIME INTERVAL .... 10.00 min CN .... : 92.00 98.00 TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach - Sheet L: 115.00 ns:0.0 110 p2yr: 1.50 s:0.0005 PEAK RATE: 0.75 cfs VOL: 0.25 Ac-ft TIME: 490 min BASINID:100YREX NAME: 100 YEAR E)(ISTING STORM SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERV RVIP PRECIPITATION .... : 3.00inches AREA..: 1.04Acres 0.16Acres TIME INTERVAL .... 10.00 min CN .... : 86.00 98.00 TC .... : 12.89 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0600 p2yr: 1.50 s:0.0400 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.49 ds VOL: 0. 17 Ac-ft TIME: 5 10 min 1/23/98 page 2 ' Turnberry Lane Condominiums Edmonds, Washington BASIN SUMIVIARY OFEVA"Mv BASIN ID: IOYRDTN NAME: 10 YEAR DSW66WE49- SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs 100e RAINFALL TYPE .... TYPE I A PERV UVEP PRECIPITATION .... : 2.00 inches AREA..: 0.34 Acres 0.86 Acres TIME INTERVAL .... 10.00 min CN .... : 92.00 98.00 TC .... : 5.00 min. 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach - Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.47 cfs VOL: 0. 16 Ac-ft TIME: 500 min BASIN ID: 10YREX NAME: 10 YEAR EXISTING STORM SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE I A PERV RVIP PRECIPITATION .... : 2.00inches AREA..: 1.04Acres 0.16Acres TIME INTERVAL .... 10.00 n-dn CN .... : 86.00 98.00 TC .... : 12.89 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0600 p2yr: 1.50 s:0.0400 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.24 cfs VOL: 0.09 Ac-ft TIMIE: 510 min Flow Control Structure Calculations 1/23/98 page 5 Tumberry Lane Condominiums Edmonds, Washington' STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. ORIFICE Description: ORIFICE Outlet Elev: 411.80 le Elev: 409.80 ft Orifice Diameter: 2.3400 in. Elev: 414.50 ft' Orifice 2 Diameter: 2.2500 in. to STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --- cfs -- ------- * 411.80 0.0000 413.10 0.1694 414.40 0.2396 415.70 0.4439 411.90 0.0470 413.20 0.1758 414.50 0.2442 415.80 0.4538 412.00 0.0665 413.30 0.1820 414.60 0.2921 415.90 0.4634 412.10 0.0814 413.40 0.1880 414.70 0.3145 416.00 0.4728 412.20 0.0940 413.50 0.1937 414.80 0.3326 416.10 0.4819 0000" 412.30 0.1051 413.60 0.1994 414.90 0.3485 416.20 0.4908 412.40 0.1151 413.70 0.2048 415.00 0.3630 416.30 0.4995 412.50 0.1243 413.80 0.2101 415.10 0.3763 416.40 0.5081 412.60 0.1329 413.90 0.2153 415.20 0.3889 416.50 0.5164 412.70 0.1410 414.00 0.2204 415.30 0.4009 416.60 0.5246 412.80 0.1486 414.10 0.2254 415.40 0.4123 416.70 0.5j27 412.90 0.1558 414.20 0.2302 415.50 0.4232 416.80 '0.5406 413.00 0.1628 414.30 0.2349 415.60 0.4337 1/23/98 page 7 Turnberry Lane Condominiums Edmonds, Washington LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE < -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 10 YR ........................ 0.24 0.47 PIPE FLCTRSTR 414.49J 613.77 cf 100 YR ....................... 0.49 0.75 PIPE FLCTRSTR 416.22 2 1046.16 cf wMMMMMMO 1/23/98 page 4 Turnberry Lane Condominiums Edmonds, Washington STAGE DISCHARGE TABLE CONIBINATION DISCHARGE ID No. FLCTRSTR Description: FLOW CONTROL STRUCTURE Structure: OPHICE Structure: Structure: WEIR Structure: Structure: STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE > (ft) --- cfs -- ------- (ft) --- efs -- ------- (ft) --- cfs -- ------- (ft) --- cfs -- ------- 411.80 0.0000 411.90 0.0470 -412.00 0,0665 412.00 0.0665 1/23/98 page 6 Turnberry Lane Condominiums Edmonds, Washington't STAGE DISCHARGE TABLE BROAD CRESTED WEIR ID No. WEIR Description: OVERFLOW WEIR cd: 3.2 100 Weir. length: 1.0000 ft. El: 416.75 ft, Weir Increm: 0. 10 STAGE <--DISCHARGE --- > STAGE <--D1SCHARGE---> STAGE <--DISCHARGE --- > STAGE <--DISCHARGE > (ft) ---cfs-- --* ----- (ft) --- cfs -- ------- (ft) --- cfs --- ------- (ft) --- cfs -- ------- 416.75 0.0000 416.80 0.0402 416.80 0.0402 416.80 0.0402 1/23/98 page 3 Turnberry Lane Condominiums Edmonds, Washington " ------------- : --------- STAGE STORAGE TABLE UNDERGROUND PIPE ID No. PIPE Description: DETENTION PEPE Diameter: 5.00 ft. Length: 57.00 ft. Slope ... : 0.0000 ft/ft upstr: dnstr: STAGE < ---- STORAGE--> STAGE < ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE <---STORAGE > (ft) --- cf--- --Ac-Ft- (ft) --- cf --- -- Ac-Ft- (ft) --- cf--- --Ac-Ft- (ft) --- cf--- --Ac-Ft- 411.80 0.0000 0.0000 413.10 231.23 0.0053 414.40 588.09 0.0135 415.70 936.63 0.0215 411.90 5.3417 0.0001 413.20 256.53 0.0059 414.50 616.54 0.0142 415.80 959.84 0.0220 412.00 15.016 0.0003 413.30 282.39 0.0065 414.60 644.89 0.0148 415.90 982.20 0.0225 412.10 27.416 0.0006 413.40 308.75 0.0071 414.70 673.11 0.0155 416.00 1004 0.0230 412.20 41.945 0.0010 413.50 335.55 0.0077 414.80 701.14 0.0161 416.10 1024 0.0235 412.30 58.247 0.0013 413.60 362.73 0.0083 414.90 728.94 0.0167 416.20 1043 0.0239 412.40 76.074 0.0017 413.70 390.25 0.0090 415.00 756.46 0.0174 416.30 1061 0.0244 412.50 95.237 0.0022 413.80 418.05 0.0096 415.10 783.64 0.0180 416.40 1077 0.0247 412.60 115.59 0.0027 413.90 446.08 0.0102 41�.20 810.44 0.0186 416.50 1092 0.0251 412.70 136.99 0.0031 414.00 474.30 0.0109 415.30 836.80 0.0192 416.60 1104 0.0253 412.80 159.35 0.0037 414.10 502.66 0.0115 415.40 862.66 0.0198 416.70 1114 0.0256 412.90 182.56 0.0042 414.20 531.10 0.0122 415.50 887.97 0.0204 416.80 1119 0.0257 413.00 206.55 0.0047 414.30 559.60 0.0128 415.60 912.65 0.0210 Stormwater Conveyance Calculation Turnberry Lane Condominiums July 18, 1997 Revised December 29,1997 If I Washington Land Design Planning 0 Engineering Project: Description: C40 Az --.,,ve-yA'4C'w A Ilf 14 522 I -IL- rp_ .4 0 - C), <?F —, Da te: —7, //Y/'? 7 B Y: I-IFX— 10700 Meridian Avenue North, Suite 5*03, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 Flow Control Structure Detail Turnbe— Lane Condominiums 14 SOLID COVER RIM EL 418.0' 2 � TYPE 2, 54" 0 3 CATCH BASIN STEPS OR LADDER CASKET (TYP.) SHEAR CATE 36"0 IN IE = 411,80__,,-- SLEEVE COUPLING NON -SHRINK GROUT WELDED STEEL PLATE W/ 2.35" DIA. ORIFICE (#l) TOP OF RISER 416.8 2-GALV.STEEL STRAPS 2.35" DIA. ORIFICE (#2) ELY= 414.50 -TURNED ELBOW) (WITH DOWN 18" RISER 12"MAX. 13 " M I N. 12"0 OUT IE OUT 411.80 FLEXIBLE ADAPTER COUPLING 2-CALV.STEEL STRAPS (TOP AND BOTTOM) 54" 0 FLOW CONTROL STRUCTURE SCALE I"=2' Coalesing Plate Structure Detail Turnberry Lane Condominiums 660-CPS OIL / WATER SEPARATOR 798 SO. FT. - EFFECTIVE COALESCING AREA 415 G.P.M. - MAXIMUM PROCESS FLOW COVER 4'-8" No. 64-2-342P 1,200 lbs. 7'717--- 6,_8* _T-T-�T!7-71 7:-1 --------- - - -1-171 - --- - - - - - - - - - - - - - - - - - - - - - - OUTLET PIPE WITH SAMPLING TEE BY OTHERS �7 BASE ASSEMBLY No. 660-CPS 6.300 lbs. OUTLET WEIR OIL RETAINING BAFFLE 6-01, FIBERGLASS HOLD-DOWN CHANNEL j,_ iNLET P�PE H ELBow BY OTHERS 5'-6" COALESING MEDIA-` INLET WEIR 0 Copyright 1992 123 ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. Issue: Aoril. 1992 U Washington Land Design Planning *Engineering Project: Date: k14 Description: ,5� ',14 - By: WXg= ^482_ VAF 7015 LAM 5 X 7 -ZOOVS IfAIMO 5-.=5 A - sww- 'Q-'w-;5b =-'J 7Z.,--ra A'A.--4 A47r =-J--i- "XL=-P T- UAne A" -rMe 5XIM 7->V -QveT-x-,i XS UV4�L� )VW�e.M- A G;4WVA4C> �4,QTMq- 7*"ZL-- );;;4 7&4--- 6��Y or wpm E-7,ezro-rr,-14 6-W>-X-7�d "3;V4e- V6 YOVAZ 7,j& 5�ra AlA.:5- A=5W AA144 VaCO AS XMC�IAI-b --4&WTW &Iallar AAIIYZVb Af A- C7FE�J 44wo2v-AP-MIC Aw the IVA - uotj - on 10700 Meridian Avenue North, Suite 503, Seattle, Wa's7iington %NS f33 (206) 365-9510 Fax: (206) 365-0225 *7' STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Soil Type Hydrologgic Sail Group Soil Type Hydrologic Soil Group --i Newball: B spanaway AIB Nisqually 8 Sprinedde Nookawk C sulsavar Norm CID Sultan C Opny C Sullen Variant B 01" ND sualas C Okwun" C swanown ND OIYWVW* B TWO100 D Ore" D Taawaz ND Orklia D T"lwbh ND Orting ND Tenino C 090 C Tisch D ovall C Tokul ND P"Q C Townsend C Pbeeney C Triton ND Pbelan ND Tukwila D Pilchuck C Tukay ND PM 1,' C Urban variable Poulsbo C Vaime 8 Prather C vwkx C pus" D wepaw ND Puyallup B Warden B ND Wbk%ey ND Quil"no ND Wilkeson 8 Rapar B W611000 A Rainier C Woodinville B Raugla B Y" C Raw ND Zynbar B Hydrologic Soil Group Classifications A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well -to -excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (moderately high runoff potential). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. Op D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils w1th-a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. ND Data not currently available for this soil type. *From ICS, TR-55, Second Edition, June 1986, Exhibit A-1. ReviTI-on—smade from SCS, Soil Interpretation Record, Form 05, September 1988 and various county sc, surveys. III-1-10 FEBRUjM-Y—,-1M 17. Erosion' and Sediment Control —R—q,uirement - FinancW Liability. Performance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. ABON Urfi: Q 7790,140B 3117N. 0 WA A. Any new development or redevelopment with more than 2,000 square feet of new impervious surfacing shall be required to provide storm water quality control.' Compliance will be demonstrated by implementing an approved Storm Water Site Plan. Guidelines for Storm Water Site Plans are provided in the manual. Ile plan must address the following requirements, in addition to ESC requirements. S-QQ Minimum RcQuirement _- Storm Water Detention/Streambank Erosion Control. Storm water discharges shall control stream bank erosion and flooding of the downstream storm system by limiting the peak rate of runoff from the site. The predevelopment condition for all cases other -than open water bodies shall be considered meadows or young second growth forest. As the first priority to meet this requirement, BWs shall utilize infiltration to the fullest extent practicable -only if site conditions are appropriate and ground water quality is protected. Due to high ground water tables in large portions of the City and a landslide complex in the Meadowdale area (where high ground water increases the slide hazard), there are few sites within the City where infiltration should be considered. Exhibit B delineates the areas where infiltration may be feasible for this requirement if the site satisfies the requirements outlined in the Manual. BMPs shall be selected, designed, and maintained according to the Manual. The minimum diameter orifice size used for control shall be 5/8 of an inch. In the - case of redevelopment, this requirement shall apply only. to that portion of the site that is being redeveloped. Any development or redevelopment that has less than 5,000 square feet 83948.4 -13- STORMWATZR MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table 111-1.3. SCS Western Washington Runoff Curve Numbers (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land ume for qhma lk rainfall d1&*r1hut1nn- 2A-hnur storm duration - LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C D Cultivated land(l): 'winter condition 86 91 94 95 Mountain open areas: low growing brush grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 914 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. Good condition: grass cover on t75% of the 68 80 86 90 area Fair condition: grass cover on 50-75% of 77 85 90 92 the area Gravel roads & parking lots: 76 85 89 91 Dirt roads & parking lots: 72 82 87 89 Impervious surfaces, pavement roofs etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds etc. 100 100 100 100 Single family residential(2): Dwelling Unit/Gross Acre %Impervious(3) Separate curve number 1.0 DU/GA is shall be selected for 1.5 DU/GA 20 pervious & impervious 2.0 DU/GA 25 portions of the site 2.5 DU/GA 30 or basin 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 .6.5 DU/GA 54 7.0 DU/GA 56 PUD's, condos, apartments, %impervious commercial businesses must be industrial areas computed (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff in directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 111-1-12 FEBRUARY, 1992 EXHIBIT 8 CitY Of Edmonds C3 Washington Land Design Planning *Engineering Project: De5cription:7;,4r,- w e� Date: / 21.�V /17 By: V4F,!C— 'r -4aMma ry -rW.0 S1,WpAerr Cowe-w- Z44,.' 0 a+.rIPr 2ft- &wa. -- F= ,rts "Mot z oA"p- < Ir 4-2 046. X01). -z7 A .0-571 12 f Al 5;.a,.4 —J7 7v tj sm., 7� C. .74 A-- 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 91 Washington Land Design Planning Engineering Proiect: Description: 7-;7,-Yz .,,c 0-42 �6' SID 2 42 2-:= V -7,-- --- Oz�2,IX'i Date: / Z/M/417 B y: t�/.gF- luluu mertman Avenue North, Suite 503, Seattle, Washington 98733 (206) 365-9570 Fax: (206) 365-0225 MEMORANDUM Date: December 30, 1996 To: Planning Division From: Gordy Hyde, Engineering Coordinator W-- Subject: Proposed 28'unit condominium for Robin Miller at 7218 -208th St. S.W. (ADB-96-150) The.application has been reviewed by the Engineering Division. All necessary� permits will have to be obtained. The applicant will have to comply with the terms of Ordinance 3103 regarding storm water quality and quantity. The project is located within the College Place Traffic Study area and as such will be required to pay $22,616.00 in traffic mitigation fees at time of building permit issuance. High traffic load driveways will be required. Curbing will be required to separate landscaping from traffic areas. The City standard for . parking stalls is 8.5 feet by 16.5 feet, with no compact designation. Sidewalks adjacent to parking areas must be widened or the stalls must include wheel stops. The minimum drive aisle width is 24 feet. There is no allowance for trees encroaching upon the drive aisles. Frontage improvements will be required across the property on 72nd Ave. W. The cost of these improvements will be credited for the traffic mitigation fees. The Engineering Division has no other comments on the proposal at this time. The application is considered complete at this time. CITY OF EDMONDS ENGINEERING DIVISION ADB96150.DOC city of edmonds land use application ld�:ARCHITECTURAL DESIGN BOARD E3 COMP PLAN AMENDMENT 13 CONDITIONAL USE PERMIT 0 HOME OCCUPATION D FORMAL SUBDIVISION L3 SHORT SUBDIVISION El LOT LINE ADJUSTMENT -W?-Fq-ANNED RESIDENTIAL DEVELOPMENT El OFFICIAL STREET MAP AMENDMENT STREET VACATION El REZONE El SHORELINE PERMIT Q VARIANCE / REASONABLE USE EXCEPTION El OTHER FILE ZONE DATE 12-1191'21, REC'D BY T[3,lm6 FEE Zo?-, — RECEIPT# '7-2-1 94- HEARING DATE E) HE El STAFF Ell PB El ADB El CC ACTION TAKEN: 0 APPROVED El DENIED El APPEALED APPEAL# Applicant Phone? -7'5 Z- Address �(o. Are- wo, qkzo Property Address or Location Property Owner Address Agent Address �TaxAcc# -380) pop W5 e)060 � Legal Description -!DP-L bv-ej :tv-N Phone -,"-I 1�) '5 �� )--2— . Phone W, --) Sec. Twp. Rng. 1 Details of Project or Proposed Use 2S , t (1)')t c 6*�Ylt> M'Nc) N*ut &A -6 �X9- 61,'L% 'L+ 10he(l -AV.)R 00, It) - The undersigned applicant, and his/ her/ its heirs, and assigns, in consideration of the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or in part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/ her/ its agents or employees. The undersigned applicant grants his/ her/ its permission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. SIGNATURE OF APPLICANT/ OWNER/ AGENt-�-L, . �V AL LEGAL DESCRIPTION PARCEL A: TRACT 5, PLAT OF AURORA HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 120, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF TRACT- 6, AURORA HEIGHTS, ACCORDING TO 'HE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS' PAGE' 120, REC'_-)RDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 6: THENCE SOUTH ALONG THE EASTERLY LINE OF SAID TRACT 6, A DISTANCE 132 FEET; THENCE WEST AND PARALLEL TO THE NORTH LINE OF SAID TRACT 6 TO THE WEST BOUNDARY LINE OF TRACT 6; THENCE NORTHERLY ALONG THE WEST LINE OF,SAID TRACT 6, A DISTANCE OF 132 FEET TO THE NORTHWEST CORNER OF SAID TRACT 6; THENCE EAST ALONG THE NORTH LINE TO THE POINT OF BEGINNING. EXCEPT PORTION DEEDED TO CITY OF EDMONDS BY DEED RECORDED UNDER AUDITOR'S FILE NO. 8911170207. PARCEL C: TRACT 6, AURORA HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 120, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE )NORTH 212 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. /C c I'll FENCE ( WEST- M / 7- XPIRE:3 q0 DI A YS CITY OF EDMONDS 8 9 0 1 9 Address of Construction: Z0900 - ,v' 1� A v, SIDE SEWER PERMIT PERMIT 9025 INJVP�_r)molob Property Legal Description (Include all easements): WOIRY\S PIE?' Owner and/or Contractor: M KZ -DEVEL019 M&_t\)T' C-o . _1W C StateLicenseNo. MK_T)DE:T_-*_:z330W - Building Permit No. q ?0 IYIA BALLINGER [] y s LIET, STATION 0 Single Family Invasion into City Right-of-Way:]AKNo 0 Multi -Family (No. of Units RW Construction Permit No. Commercial Cross other Private Property: V( No 11 Yes 11 Public 1 "'_� ,, K Attach legal description and copy of recorded easement I ce�tify that I have read and shall comply with al 6?1-ty requirements as indicated on the back of the Permit Card. c7?1 Apia! 19lit? Date F * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE: USEONLY FOR INSPECTION CALL 771-3W2, PUBLIC WORKS DEPT. 04 A 3 5 '' Permit Fee: — &o, 00 Issued B 4712 V Trunk Charge: 4-0- Date Issued: :j(a, C, 9 Assessment Fee: Receipt No.: Lid Nov"20(o Partial Inspection: I , SMA C's-T- -:Tr,, �J C,40 t-7 S Date 5- nitial _Cgn�� Comments Reason Rejected: Date— Initial Final Inspection Approved: Date Initial low ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: Fite Greeit Copy: tnspector Buff Copy: Applicant Revised 3/90 The City of Edmonds Side Sewer Drawing EASEMENT NO. -.- ......................... -------------- b N; W CONSTRUC1 ION J3�1 RFPAIRS F� LID NO . .................. ASMT. NO . .. .............. OWNER................................ .......... --------------- ---- -------------------- --- ----- CCNTRACTOR ...... ----- ...................... ...................................... PERMIT NO. .3p.;ZT— JOB ADDRESS ....... PP ....... -7.,;2 . . ....... LA .. . ....................... LEGY'IL DESCRIPTION. LOT NO . . ............... .............. ..... BLOCK NO ........... ......... ............. T Z%OP PWW-0001-11/75 (REV. 11/78) I Q- ....................................................... .............. ........ .................................................................................. NAMEOF ADDITION --------- ------------------------------------------------------------------------------------------- ----------------- 'V Zl� Lil IIALLII�-(3-- - -A- 7- C�- Approved: 1�1 DATE ..... 5�/f -1-f ................. By ..... C4:7n�� ..................... _4 VA Y's CITY OF. EDMONDS SIDE SEWER PERMIT 18 '0 9 q PERMIT �Jo_ 9026 Address of Construction: ;z 0 90 Z -72 Ave W. 02)a)oobs WA Property Legal Description (Include all easements): Owner and/or Contractor: MV-D CO - _-Q-3C. StateLicenseNo. Building Permit No. e?f(O U 7 Single Family Invasion into City Right -.of -Way: t�'No Yes Multi -Family (No. of Units RW Construction Permit No. Commercial Cross other Private Property: I No El Yes Public Attach legal description and copy of recorded easement I certify that I have read and shall comply wi,6ail city requirements Date as indicated on the back of the Permit Card. VIA BALLINGER LIFT . . STAT10rq CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXECA `6�FICE USE.ONLY FOR INSPECTION CALL 771-3M, PUBLIC WORKS DEPT. &o 00 OA�35 Permit Fee: — Issued 13 Ant& . 0,257. 01) % 9*M Trunk Charge Date Issued: Assessment.Fee: I iri Nlr) Receipt No.: Partial Inspection: cA,�E Cez k,-A, Date lnitialo&e/4e Comments Reason Rejected: Date —Initial Final Inspection Approved: Date I ** PERMIT MUST. BE POSTED ON JOB SITE ** White Copy; File Green Copy: Inspector Buff Copy: Applicant Revised 3190 The City of Edmonds Side Sewer Drawing EASEMENT NO - ------------ .............. NEW CONSTRUCTION Rr' REPAIRS F1 LID NO. ._ ......... . — ASMT. No . ............... OWNER ---------------------- --------- --------- ------- ------ -------------- CONTRACTOR ./V kj) ------ D.&v&.16p.(�je - ,.j .0-.t ...... PERMIT NO. ............ JOB ADDRESS &V LEGAL DESCRIPTION: LOT NO . .................... ----------------- BLOCK NO - --------------- NAMEOF ADDITION .................... -------------------------------------------------------------------------------------------------- �a)rrn I t - * fool (n fil-L PWW-0001-11/75 (REV.11/78) 7,�2,4. I 0j . %6SV j,-j,5Ptcrc,r Ajo7 C4 IIJ 9x Approved: DATE ... ------- By ........... ORMi7- &iPW43 `/0 -,014k6 CITY OF EDMONDS SIDE SEWER PERMIT PERMIT N2 9027 Address of Construction: 2 oFs a q- -7o? 1�4 A-ve W E bir of,) bs, Ub A Property Legal Description (Include all easements): - Owner and/or Contractor: MiLD TQE-�_)F::L_0J2M0&'4T StateLicenseNo. M K-_bh0T_=X=Z 3=kQlA�1, -Building Permit No. S'05 4 2- VIIA 13ALLINGER T T10J El Single Family Invasion into City Right -of -Way: X No S YeLIFIT, STATION �k Multi -Family (No. of Units 3 RW Construction Permit No. 1:1 Commercial Cross other Private Property:,KNo 0 Yes 0 Public Attach legal description and copy of recorded easement I cert Ky i_hatT�av_e read and shall comply with arcity requirements as indicated on the back of the Permit Card. 0? / Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONL FOR INSPECTION CALL 771-M2, PUBLIC WORKS DEPT. &0, ( )0 a3,05 Permit Fee: Issued By Trunk Charge Date Issued" 4kI (q�, Assessment Fee: Receipt No.: Lid No.: Partial Inspection: .1 SxA 17, 4iq� Cg�)_ Date5_�L:�717,rinitial � ad Comm�_nts�' Reason Rejected: Final Inspection Approved: Date 7-07- lnitial]9�-_C) Date -initial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Gre en Copy: Inspector Buff Copy: Applicant Revised 3190 The city of Edmonds Side Sewer Drawing EASEMENT NO. — ................ ------------------- NEW CONSTRUCTION REPAIRS F1 LID NO. -- .............. ASMT. NO. — -------- ------ OWNER -------------------------------------------------------- — ------ -------------------------- ...... ------------- CONTRACTOR PERMIT NO. ?017 JOB ADDRESS ..020 ........ Ae4 ........................... LEGAL DESCRIPTION: LOT NO . ......... --------------------- ...... BLOCK NO - ----------------------- ....... —.- .......... I .............. .............................. ........... ------------------------------------------------- ......................................... NAMEOF ADDITION- ... ............... .... -------- ........ .......................... --------------------------------------- --------- 00, PM-0001-li/75(REV.11178) VIA BALLINGER 'notj L'Ft StAt ; ,Vsp-ecl-or 4.,101- Cc�/Ie-� 0,-.,,,i —1 Pr4lV;d,,) gr Approved: DATE "?--?i -------------------- � By PrRm rr EA,,o, o�3 oA ys CITY OF EDMONDS SIDE SEWER PERMIT 8 9 0 1 9 PERMIT J\10 9028 Address of Construction: 20 'FS 0 (D _7;�""d W, elb(X)ok�)bS WA Property Legal Description (Include all easements),: A Owner and/or Contractor: State License No. Building Permit No. 13 Single Family Invasion into City Right-of-Way:0 No 0 XIA BALLINGER Multi -Family (No. of Units RW Construction Permit No. LIET, S-TATIQU Commercial Cross other Private Property: PkNo 11 Yes El Public Attach legal description and copy of recorded easement I certify that I have read and shall comply with a6ibity requirements as indicated on the back of the Permit Card. I o? IAVAA�l Date F CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION -OFFICE USE ONLY FOR INSPECTION CALL 771-3M, P BLIC WORKS DEPT. Permit Fee: — & Im A � 00 Issued B0 U Trunk Charge. -7500 Date Issued:. Assessment Fee: Receipt No.: Lid No.: Partial Inspection: C,/,o Z D a t e =5-- 92�1 n i t i a I C44�4!:�� Com Mts> Reason Rejected: Date —Initial — Final Inspection Approved: Date ff, nitial R& PERMIT MUST BE POSTED ON JOB SITE WhiteCopy:File Green Copy: Inspector Buff Copy: �Ippficant Revised 3!90 The City of Edmonds Side Sewer Drawing EASEMENT NO. ......... - ------------- -- I..-_.,,, NEW CONSTRUCTION REPAIRS F-, LID NO . ........... ...... ASMT. NO - ---------- OWNER � .......................................... ---------------------------- ----------- CONTRACTOR ---- PERMIT NO. -940ak - ............... JOB ADDRESS .... LEGAL DESCRIPTION: LOT NO. - --- ----- ------------------------ BLOCK NO. ...... --- NAMEOF ADDITION .................. .................... ------------------- ---------------------------- ---------------------------- — �permlt# loag VIA SALL*4GEIR STAr 3 -jo Ole -;�l c, 0, iAa 5 Pe c-l-o r VOT- Ccffc� 40t.+w;�j A pproved: PWW-0001 - 11175 (REV. 11/78) -)ATE ..-45 ...... ........... Byz�� -- ------ -- - -------------- 4 /-�� "SIDE SEWER PERMIT CITY OF EDMONDS 18 9 0 PERMIT N2 9029 Address of Construction: 2 080!9 -7 P A Le t j-) 41D A Property Legal Description (Include all easements): U, q f-VTA BALLINGEaR Ll LIF-1 �STA T1011 TIOP4 Owner and/or Contractor: ffilcb G-LC)j2rni=0-7 Co. State License No. M Y, DhtE77=:Jt: 2 3 -3 Q LAD Building Permit No. 9 0.5 v-C7(- Single Family Invasion into City Right -of -Way: 0— No 0 Yes )9-M.ulti-Family (No. of Units -,3 RW Construction Permit No. Commercial Cross other Private Property: No 0 Yes Public Attach legal description and copy of'recorded easement I certify that I have read and shall comply wit6lall city requirements as indicated on the back of the Permit Card. 1 Date r * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICEf,'USE 'ONLY-, FOR INSPECTION CALL 771-Mk, PUBLIC WORKS DEPT. OIA31,5, - Permit Fee: 0 - 00 Issued By Trunk Charge: -75, 06 Date Issued- :4 Assessment Fee: Receipt No.: Lid No.: Partial Inspection: 9 A I Date Ini Cornrnpnits; J Reason Rejected: Date —Initial Final Inspection Approved: Date Initial PERMIT MUST BE POSTED ON JOB SITE WhiteCopy:File, Green Copy: Inspector Buff Copy: Applicant Revised 3190 Tho C;tu ^f Fdmnnde Side Sewer Drawing I EASEMENT No. ----------- ...... NEW CONSTRUCTION REPAIRS Ej LID NO . .......... ASMT- NO. .......... OWNER.... ....................................... ------------- ........ .................. ......... CONTRACTOR ---------------------- ------ PERMIT NO. W.- JOB ADDRESS --- LEGAL DESCRIPTION: LOT NO . ............ ........... ............. BLOCK NO - ----------------------- ------------ ...... - .... I .................... ................................. -.1 .... --- ............................................ ..................................... NAME OF ADDITION --------------------------- U"'o?o I ?n Aw vs 3 Pr X,-Oo PWW-Ml-11175 (REV, 11/78) EVIA BALLINGER LIF S T10 _ _N -T STATIQN Approved: DATE .............. By 110L 'q"w ------------------------- - ---- ----------- * -------- RECEIVED MEMORANDUM MAR 12 1998 ENGINEERING Date: March 10, 1998 To: Jim Walker, P.E. City Engineer From: Noel Miller, P. 6 tor PublicWork MDir" tor Subject: Turnbury Lane Condominium Development 7218-208 th St. SW (ADB-96-150) During the final review of this development, Public Works had some concerns regarding the design of the sanitary sewer line from a maintenance perspective. Presently, the plans call for the 8" sewer lines to be installed at a 0.5% slope. In addition, a utility easement is required so that the city crews can mairitain the system. Public Works suggests the following: 1. The sewer lines should be installed at the steepest grade possible due to the low expected flows in the 8" pipeline. A cursory review indicates that the sewer lines could be installed at a 1% grade. This would need to be verified at the time of construction. 2. Any of the sewer lines installed on private property should not be the maintenance responsibility of the city. If you need any further involvement from Public Works on this matter, please let me know. Thank you. NM/Ik cc: Jim Waite, Water/Sewer Supervisor wordatMadminUumbury Ll DOUBLE EAGLE DEVELOPMENTS LLC 146 Third Avenue South - Edmonds - Washington 98020 (206) 583 0238 ~ (206) 775 3822 - Fax (206) 5a3 0306 February 6, 1998 Mr. Jim Walker Engineering Dept, City of Edmonds 121 5h Ave. N., 2 d Floor Edmonds, Washington 98020 Re: Traffic Mitigation Fees; Turnberry Lane Condominium Dear Mr. Walker, RECEIVED FEB 0 6 icm COMMUNI f Y SERVICL4 Our development company has concluded that the cost of completing the off -site storm water and other improvements along 72" Ave. West, in accordance with the approved civil engineering for the project, will substantially exceed the amount of the mitigation fees indicated in correspondence from your department which are normally collected at the time permits are issued. Given the foregoing, -we request.that the collection of those mitigation fees be eliminated from the final amounts payable to the City when permit fees are calculated, since we will require the use, ofithose funds, and more, to complete the necessary off -site improvements. - We understand that bonding or other suitable completion guarantees will be required of us prior to the issuance of any permits. If you have questions or concerns regarding our request, please contact me or Peter Schroeder at 206.223.0393 as soon as possible. We look forward to beginning work on the project within a few days. Thank you for your continued assistance. Respectfully, Bo Klepinger, LLC ember c: Ann Bullis, John Bissell Gordy Hyde C e 1TJr),r-_�i6,"7 _�re et a?-7 CY( �r � -� lc7 9> h qJ e re C�e r + ol C71 cce 77' —at e- CITY.- OF"EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works e Planning/Building e Parks and Recreation - Engineering - Wastewater Treatment Plant January 23, 1998 Joseph Geivett Washington Land Design 10700 Meridian N. #503 Seattle, WA 98133 Subject: Proposed 27-unit complex at 7218 - 208th St. S.W. (ADB-96-150) Mr. Geiveft: The Engineering Division has completed additional review of the engineered site plan for the subject proposal. The attached comments on the enclosed storm drainage report need to be addressed. When the revisions are completed, please resubmit the enclosed red -lined report with two copies of the revised report. Prior to issuance of construction approval, an estimate of construction costs must be approved for bonding purposes. The Engineering Division review and inspection fee will be calculated at 2.2% of the construction costs. Additionally, $22,616 in traffic mitigation fees must be paid. If you have questions regarding the stormwater review, please contact Don Fiene, Hydraulics Engineer, at (425) 771-0220, extension 323. If you have other questions contact Gordy Hyde, Engineering Coordinator, at (425) 771-0220, extension 325. Sincerely, ;,"um, 6. */,4 James C. Walker, P.E. City Engineer GCH/JCW/sf Enclosure c: Lara Knaak, Permit Coordinator Bob Klepinger, owner Pete Schrader, Architect 6150C.DOC * Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 MAYOR 1 Lw_� COMMUNITY SERVICES DEPARTMENT Public Works * Planning/Building - Parks and Recreation e Engineering * Wastewater Treatment Plant C. December 23, 1997 mleZ4 J1__QJt Y17 7 Joseph Geivett Washington Land Design 10700 Meridian N. #503 Seattle, WA 98133 Subject: Proposed 27-unit complex at 7218 - 208th St. S.W. (ADB-96-15PI Mr. Geiveft: The Engineering Division has completed additional review of the engineered site plan for the subject proposal. Many of the comments from the earlier reviews have not been addressed. The following comments apply: • See comments on stormwater management report. Respond as indicated. • Clarify the detention for stormw.ater from Building A. This runoff does not naturally drain to the north. If you want to do this, the receiving system will have to be analyzed. Otherwise, you must drain it to the on -site detention system. • ADS N-12 is not an acceptable pipe material in any area exposed to vehicular traffic. This requirement pertains to private as well as public property. • Provide parking and drive aisle dimensions under and entering Building A. • Domestic water service for single units can be adequately provided with a 3/4" meter. The DDC assembly and domestic service to Building A must be accessible from the driveway. The 2" service may not be adequate for 19 units. A minimum of a 14'driveway aisle must be provided between the curbs. The 20'wide entry must be signed for one way traffic only or show as 24' wide as shown on earlier submittals. • Add 2"' of crushed surfacing - top course to pavement detail. • Add/relocate catch basins as indicated. I When the revisions are completed, please submit the enclosed red -lines with two sets of revised drawings and revised stormwater calculations. Prior to issuance of construction approval, an estimate of construction costs must be approved for bonding purposes. The Engineering Division review and inspection o Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan Joseph Geivett Washington Land Design December 23, 1997 Page 2 fee will be calculated at 2.2% of the construction costs. Additionally, $22,616 in traffic mitigation fees must be paid. If you have questions regarding stormwater, please contact Don Fiene, Hydraulics Engineer at (425) 771-0220, extension 323. If you have questions regarding utilities, please contact Jim Waite, Water/Sewer Supervisor, at (425) 771-0235. If you have other questions, contact Gordy Hyde, Engineering Coordinator, at (425) 771-0220, extension 325. Sincerely, r James C. Walker, P.E. City Engineer GCH/JCW/sf Encl. c: Lara Knaak, Permit Coordinator Bob Klepinger, owner ' Pete Schrader, Architect 6150B.DOC CITY OF EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works * Planning/Building e Parks and Recreation e Engineering - Wastewater Treatment Plant C. is()" December 3, 1997 miJ I zAllf 7 Joseph Geivett Washington Land Design 10700 Meridian N. #503 Seattle, WA 98133 Subject: Proposed 27-unit complex at7218 - 208th St. S.W. (ADB-96-1591 Mr. Geivett: The Engineering Division has completed additional review of the engineered site plan for the subject proposal. The following comments apply: 0 See comments on stormwater management report. Respond as indicated. Existing trees that are to be saved are to be pruned to maintain a minimum' of 7 feet of clear area below the lowest hanging branches. • When more than one acre is disturbed, a sediment trap is. required and the length of the construction entrance is a minimum of 100 feet. • Clarify the detention system in the vicinity of Building A. It appears that it drains to detention, however, the calculations do not reflect this. Provide profile of storm system and show all utility crossings. ADS N-12 is not an acceptable pipe material in any area exposed to vehicular traffic. Underground parking in Building A is to drain to sanitary sewer after passing through oil/water separator. Provide parking and drive aisle dimensions under and entering Building A. Pavement is to encircle tree in front of Building C. Show that curbs will be painted and stenciled for no parking. Provide enclosed detail for high traffic load driveways. Show configuration and signage for on -street parking. Show location of mail boxes. Obtain approval from Edmonds Postmaster. Sidewalks to be minimum 7 feet wide, or provide curb stops with 5 foot wide sidewalk. 0 Provide fire and aid address signs or ensure that addresses will be visible from the street. FDC and DDCV must be located outside of building. Minimum grade on sewer is 2%. Water meters are to be located within the easements. Add water valves as noted. Revise utility Note 4 as indicated. Add 2 inches of crushed surfacing - top course to pavement detail. a Incorporated August 11, 1890 0 Sister Cities International — Helkinan, Japan Joseph Geivett Washington Land Design December 3, 1997 Page 2 Add/relocate catch basins as indicated. The design of the storm system needs to be based upon a survey of the existing conditions. Field changes should be minimized. When the revisions are completed, please submit the enclosed red -lines with two sets of revised drawings and revised stormwater calculations. Prior to issuance of construction approval, an estimate of construction costs must be approved for bonding purposes. The Engineering Division review and ins pection fee will be calculated at 2.2% of the construction costs. Additionally, $22,616 in traffic mitigation fees must be paid. If you have questions regarding stormwater, please contact Don Fiene, Hydraulics Engineer, at (425) 771-0220, extension 323. If you have questions regarding utilities, please contact Jim Waite, Water/Sewer Supervisor, at (425) 771-0235. If you have other questions contact Gordy Hyde, Engineering Coordinator, at (425) 771-0220, extension 325. Sincerely, LIM` James C. Walker, P.E. City Engineer - - GCH/sf Enclosures c: Lara Knaak, Permit Coordinator Bob Klepinger, owner Pete Schrader, Architect 6150A.DOC 40 C. 18913 CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works e Planning/Building - Parks and Recreation * Engineering - Wastewater Treatment Plant September 24, 1997 Bob Klepinger Double Eagle Developments LLC 146 Third Avenue South Edmonds, WA 98020 Subject: Allowable Drainage Practices - ADB-96-150 Dear Mr. Klepinger: �hada� ?/z Klq 7 It is unclear to Engineering staff how you came to believe that infiltration would be allowed for your project near 21 Oth St. S.W. and 208th St. S.W. I have attached the map showing.areas where infiltration is considered to be feasible. Your Fairway Ridge project does not use infiltration as the primary method for controlling storm water. That project de ' tained storm water and released it in the natural direction of flow through a spreader trench. Since storm drainage is customarily installed as part of a road improvement, a drain line extended along the gutter line of 72nd Ave. W., where it would be used by the future road project, could be considered a transportation improvement to the extent that it functions as a road drainage collection system. If connection to your property required the drain to be installed unusually deep , the incremental cost for installation of a deeper line would not be part of transportation mitigation. Please contact me at 771-0220 if you have any questions. Sincerely, t. lvj-e�- JAMES C. WALKER, P.E. City Engineer JCW/sf Attachment ADB96150.DOC * Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan EXHIBIT B City of Edmonds Infiltration Feasibility Mop < Scale: 1"=4000' 16 q3 %6- LEGEND 5TO"uW*ST PARK F2YMBOL MEANING Sites where WiltroGon P71 may be feas;ble. if L�j condifions are met. Sies where infiltration 68th F] -t1I not be Per-itted.. N 7 CITY LIMITS C 197nd 4 main S Yost rk 12th I. JJ co `0 S1, 220th st. 224th '228th SL 10 E INGE 244th St. 205th St.- ;�' - P I,? C. 18 (4 11 CITY OF EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works - Planning/ Building 9 Parks and Recreation - Engineering - Wastewater Treatment Plant September 10, 1997 Joseph Geivett Washington Land Design 10700 Meridian N. #503 Seattle, WA 98133 Subject: Proposed 27-unit complex at 7218 - 208th St. S.W. (ADB-96-1U0 Mr. Geivett: The Engineering Division has completed initial review of the engineered site plan for the subject proposal. The following comments apply: Provide notes showing sequence of construction. Incorporate attached note regarding stabilization of exposed areas. Footing drains cannot be connected to the detention system. Infiltration systems are not an acceptable method of stormwater conveyance. Stormwater must be treated for water quality, detained, and released to the public storm system. Additional storm drainage comments may be made upon review of revised plan. Show all utility crossings on utility profile. Provide easement(s) for public water and sewer lines on private property. Install cleanout at property line. Cleanouts and manholes are to be raised to grade and be provided locking Cl lids. Underground parking in Building A is to drain to sanitary sewer after passing through oil/water separator. • Trees are to be pruned to maintain a minimum of seven feet of clear area below the lowest hanging branches. • Provide parking and drive aisle dimensions. Provide plan showing how parking will be provided under Building A. Show that curbs will be painted and stenciled for no parking. Provide enclosed detail for high traffic load driveways. Show configuration and signage for on -street parking. Show location of mail boxes. Obtain approval from Edmonds Postmaster. Sidewalks to be minimum seven feet wide, or provide curb stops with five foot wide sidewalk. Provide fire and aid address signs or ensure that addresses will be visible from the street. Road section to be revised to reflect twenty feet from face of curb to centerline of public right-of-way. Pavement is to encircle tree in front of Building C. 61 SO.DOC Incorporated August 11, 1890 Sister Cities International — Hekinan,.Japan Joseph Geivett Washington Land Design September 10, 1997 Page 2 When the revisions are completed, please submit the enclosed red -lines with two sets of revised drawings and revised stormwater calculations. Prior to issuance of construction approval, an estimate of construction costs must be approved for bonding purposes. The Engineering Division review and inspection fee will be calculated at 2.2% of the construction costs. Additionally, $22,616 in traffic mitigation fees must be paid. If you have questions regarding stormwater, please contact Don Fiene, Hydraulics Engineer, at 771-0220, extension 323. If you have questions regarding utilities, please contact Jim Waite, Water/Sewer Supervisor, at 771-0235. If you have other questions, contact Gordy Hyde, Engineering Coordinator, at 771-0220, extension 325. Sincerely, e, James C. Walker City Engineer GCH/JCW/sf Enclosure c: Lara Knaak, Permit Coordinator 6150.DOC PLANNING DATA NAME: SITE ADDRESS:- ADATE: ZONING: PLAN CHK#: PROJECT DESCRIPTION: 61�3r 01of T- eollr�11? CORNERLOT ;L� - � (Yes/No) SETBACKS: Required Setbacks: -7-4 IV/175r- -CLjort4 , '2,0& XmAt: /< L$#4kIc- Right-61de- 10 RGaR. /0 Actual Setbacks: Front: j<: Left Side: j c-;— Right Side: jo Rear: /*0 Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED fih -(Y/N) LOT COVERAGE: Maximum Allowed: Actual: BUILDING HEIGHT: -3-3 &/, Maximum Allowed: Actual Height: — Datum Point: 'Datum Elevation: II A.D.U. CREATED?: X/O SUBDIVISION: CRITICAL AREAS #: '74 - 2 q6 - i 1-)o � u -),r SEPA DETERMINATION: LOT AREA: 9,q -7 OTHER: Uvoln, - Plan Review By: cAfi1es\permiA^p1andat.doc Run Date: 02/05/98 Miller Construction Co., Inc. Page: 1 J/C Date: 02/05/98 JOB ES*E PRINTING - ITEM COST PRICE SUMMARY Time: 08:43 AM ESTIMATE NO: 4636-555 ---------------------------- TURNBERRY-TOWNHOUSES REVISED �.: ------------------------- -M ---------------------------------------------------------- ESTIMATOR: JERRY COX JOB ADDRESS: S.F.: 13,238 JOB TYPE: GEN General Contract START DATE: EST.STATUS: N NEW COMMENT: COMPL DATE: STATUS DATE: 02/04/98 CONTACT: PHONE: - EXT: +---TAKE OFF---+ EXTENDED EXTENDED LINE ITEM CODE DESCRIPTION U/M QUANTITY UNIT CO�T COST MARKUP PRICE 1 Demolition & Abatement 1.000 13320.000 13,320.00 .00 13,320.00 2 Mitigation Fees - Edmonds 1.000 7484.180 7,4B4.18 .00 7,484.18 3 *SUB ------------ 20,804.18 ------------ .00 ------------ 20,604.18 4 5 SITEWORK OFF SITE: 6 Site Utilities 6 Earthwork 1.000 47625.000 47,625.00 .00 * 47,625.00 7 Sidewalk & Formed Curbs 1.000 6818.000 61818.00 .00 AA 6,818.00 45 10 0 8 Asphalt Paving - off site 1.000 4300.000 4,300.00 .00 41 4,300.00 0o 9 G.C.,Insurance, B&O & Overhead 1.000 0.000 .00 8,693.96 6,693.96 $A)P. 10 *SUB TOTAL SITEWORK - OFF SITE ------------ 58,743.00 ------------ 8,693.96 ------------ 67,436.96 11 12 SITEWORK - ON SITE: 13 Surveyor 1.000 900.000 900.00 .00 900.00 14 Site Utilities & Earthwork 1.000 99168.400 99,168.40 .00 Af 99,168.40 15 Sidewalk & Formed Curbs 1.000 10500,000 10,500.00 .00 *'10,500.00 16 Asphalt Paving on site 1.000 18995.000 18,995.00 .00 d-18,995.00 2 SOP 17 Striping 1.000 800.000 800.00 .00 800.00 18 Extruded Curbs 920.000 1.750 1,610.00 .00 1,610.00 0 0 19 Landscaping 1.000 59600.000 59,600.00 .00 59,600.00 20, Fences 290.000 14.700 4,263.00 .00 4,263.00 21 Dumpster Enclosers 2.000 '735.000 1,470.00 .00 1,470.00 22 G.C.,Insurance, B&O & Overhead 1.000 0.000 .00 29,201.35 29,201.35 23 *SUB TOTAL SITEWORK - ON SITE - ------------ ------------ 197,306.40 --------- 29,201.35 226,50-1..75 0 24 4 925 000 (D q 0 A 1-7 5. 0) J6 CITY OF EDMONDS D' d ir Date Eoy es RRARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works * Planning/ Building * Parks and Recreation * Engineering o Wastewater Treatment Plant WOU"1112 Edmonds Subdivision/Plat/Permit No . AD P-> 9 ( , - fs-o Project Name 7_u,&v8e?e46-1 Project Address -7-2 / b - nk 7-V -S7-. -S - Owner/Developer/Contractor R WASHINGTON MUTUAL LOAN 01-0980-000976108-1 INC. With reference to the above -identified matter, this will certify that this institution has a savings account (or loan) for the above -referenced developer for the project so identified. In consideration of the permitted development of the property, and in lieu of a performance bond, this institution hereby agrees that it will freeze the sums of money for the indicated site improvements pending written authorization for release of said funds by the City of Edmonds in the amount of $ -�215� — The total sum indicated will be withheld by this institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated site improvements are those require . d by the City of Edmonds as appear in the above -referenced Edmonds file and in compliance with Chapter 17. 10 ECDC of said City. In the'event the owner/developer/contractor fails to complete the indicated improvements within the City of Edmonds may demand, and the institution shall make, payment to the City of said funds so that the improvements can be installed or completed immediately to City standards. The institution shall not be liable to the owner for any disbursement of said funds to the City of Edmonds. It is hereby specifically agreed by and between the parties hereto that -in the event that any legal action must be taken to enforce the provisions of this bond or to collect said bond, that the prevailing party shall be entitled to collect its cost and reasonable attorneys' fees as a part of the reasonable costs of securing the obligation hereunder. In the event of settlement or resolution of these issues, prior to the filing of any suite, the actual costs incurred by the City, including reasonable attorneys' fees, shall be considered a part of the obligation here ' under secured. Said costs and reasonable legal fees shall be recoverable by the prevailing party, not only from the proceeds of this bond, but also over and above said body as a part of any re* covery in any judicial proceeding, in addition to recovery of the bond. 0 Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan City of Edmonds Pertcrma=6 Bond - Frozen Fund Page 2 WASHINGTON MUTUAL BANK . MKD DEVELOPMENT CO., INC. JANICE J. MOORE IN( XZ___ 1-111 APPROVED. -- NAME OF FIN�� Oyj ER/DE E PER/CONTRACTOR PETER-H. STERNITZKY, FIRST VICE PRE3'SKNT OFFICER SIGNATURE/TITLE SI NATURE: O� A�� PO BOX 91141 FTH0340 INSTITUTION MAILING ADDRESS MAILING ADDRESS SEATTLE, WA 98111-9752 Oez_48rV64'!5� 6c'1'4� 9iao�( CITY/STATE/ZIP CITY/ ATE/Z (800) 388-1411 x1 ACCEPTED: PHONE CITY OF EDMONDS Eii&NEERIN& 01-0980-000976108-1 too ACCOUNT NUMBER DATE STATE OF WASHINGTON) ) ss COUNTY OF KING On this 4th day of AUGUST 011 �11 W - = I 19 98 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared PRTRR u - qTRRwTTay TOME KNOWN TO BE THE FTR-.;T yTrE PRE-.;TDF.NT TITLE of WASHINGTON MUTUAL BANK the corporation that executed the foregoing instrument, FINANCIAL INSTITUTION and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, f -or the uses and purposes therein mentioned, and on oath stated that HE was authorized to ex e*cute said .: .- - , ; instrument and that the - seal affixed is the corporate, seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. ............ A/ 0 T A R (S 0 k\\F WAS NOTARY PUBLIC in and for the State of Washington, residing at sw= Ra6rek)nd BONDPFFF.DOC Revised 09/96 tun Date: 02/05/98 _-�R. Miller Construction Co., Inc. T/C Date; 01/05/9's JOB RINTING - ITEM COST A PRICE SUMMARY 0 :STIMAT& NO: 4636-555 TURNBERRY TOWNHOUSES REVISED ------------------------------------------------------- ----------------------- 7SIP'runTOR: JERRY COX Page: 1 Time: 08:43 AM �_QQ: S. F.: JOB TYPE: GEN General Contract START DATE: EST.STATUS: N NEN COMMENT: COMPL DATE: STATUS DATE: 02/04/98 CONTACT: PHONE- + ---TAKE CFF---+ EXTENDED EXTENDED LINE ITEM CODE DESCRIPTION U/M QUANTITY UNIT COiT COST MARKUP PRICE I Demolition A Abatement 1.000 13320.000 13,320.00 .00 13,320.00 2 Mitigation Fees - Edmonds 1.000 7484.180 7,484 .18 ------------ .00 7,484.18 3 *SUB 20,804.18 ------------ ------------ .00 20,804.18 13,238 EXT: SITEWORK - OFF SITE: Site Utilities & Earthwork 1.000 47625.000 47,625.00 .00 10 47, 625.00 Sidewalk & Formed Curbs 1.000 6818.000 61818.00 .00 A 6,818.00 45 (00 Asphalt Paving off site 1.000 4300.000 4,300.00 -00 4 4,300.00 '5100 G.C.,Insurance, BiO Overhead 1.000 0.000 .00 8,693.96 8,693.96 TOTAL SITEWORK OFF SITE ------------ 58,743.00 ------------ 8,693.96 ------------ 67,436.96 SITEWORK - ON SITE: Surveyor 1.000 900,000 900.00 .00 900.00 Site Utilities Earthwork 1.000 99168.400 99,168.40 .00 d 99,168.40 Sidewalk & Formed Curbs 1.000 10500.000 10,500.00 .00 * 10,500.00 .Asphalt Paving -,On site 1.000 1S995.000 18,995.00 .00 418,995.00 2 Striping 1.000 000.000 800.00 .00 A 800.00 Extruded Curbs 920.000 1.750 1,610.00 .00 * 1,610.00 Landscaping 1.000 59600.000 59,600.00 .00 59,600.00 Fences 290.000 14.700 4,263.00 .00 4,263.00 Dumpster Enclosers 2.000 735.000 1,470.00 .00 1,470.00 G..C.,Insurance, B&O A Overhead 1.000 0.000 .00 29,201.35 29,201.35 TOTAL SrTEWORK - ON SITE - ------------ ------------ 197,306.40 ------------ 29,201-35 226,507,75 So 00 c) plID q AD Ozz �No - LETTER OF TRANSMITTAL Washington Land Design 9709 Third Avenue N.E., Suite 203, Seattle, WA 98115-2027 (206) 522-95 10 FAX: (206) 522-8344 E-Mail: wld@wldengr.com Date: April 6, 1998 To: Gordy Hyde, City of Edmonds From: Bill Fortunato Re: Turnberry Condominiums; Edmonds, Washington Remarks Please find the attached Site Sections of the earthwork and area calculations, per your request, for the above referenced project. Washington Land Design has utilized the Softclesk Earthworks software to calculate the approximate grading quantities, as requested. The end area calculation yielded 2,147 cubic yards of cut material, and 1,056 cubic yards of fill material. This would have an export of approximately 1,091 cubic yards of soil. Also included is a calculation of the approximate earthwork for the proposed utilities. This earthwork quantity was found to be approximately 1,400 cubic yards. If you have any questions regarding this transmittal, please feel free to call. edpsgh03.trn -)-?& -/ 115 A) Washington Land Design Planning * Engineering Project: Description: Z)Inr4z-ry 2s��.'A VA F.7 to tv Date: B y: W4 z;m, OWES" AWE, Allaa1z. VJ- cc �F- wz� J. �7 wis4ie i.. ic 61= 7;IV V20C r.4- 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 0 7 1999 et4Gjt4FFFkiNG 208th Street Southwest & 7rd Avenue West Prepared by. - Washington Land Design 9709 Third Avenue N.E., Suite 203 Seattle, Washington 98115 (206) 522-9510 FAX: (206) 522-8344 9% C�f f—EXPIRES 7/7/-fq j July 18,1997 Revised October 28, 1997 Revised December 12, 1997 Revised December 29, 1997 Revised January 23, 1998 TABLE OF CONTENTS VicinityMap ..................................................................................................................... 1 ProjectNarrative .............................................................................................................. 2 Project Description Existing Conditions Proposed Storm Sewer System Stormwater Detention Stormwater Quality Conveyance ExistingConditions Map .................................................................................................. 5 ProposedCondition Map ................................................................................................. 7 Stormwater Runoff Hydrographs ..................................................................................... 9 1 0-Year, 24 Hour Design Storm 1 00-Year, 24 Hour Design Storm Flow Control Structure Calculations .............................................................................. 16 1 0-Year, 24 Hour Design Storm 1 00-year, 24 hour Design Storm Stormwater Conveyance Calculations ........................................................................... 22 FlowControl Detail ........................................................................................................ 24 Coalescing Plate Structure Detail .................................................................................. 26 Curve Number Calculations ........................................................................................... 28 Time of Concentration Calculations ............................................................................... 30 Tumberry Lane Condominiums July 18,1997 Revised January 23, 1998 . . . ........................................ HIN(lify 1! WILM Wy Sm X). RI - __ kILL - - - r. 10". - - pful�m!�f Sf P1 I I A BRACK[ T T5 5 1 W CASP 'R T HIA(H WY VINIC,'AL NOTH w ;,f) �i*f,, pt : 'A., : . ; i i. t., IAST %W CL"DS I I RRA 202IND re 20"NL) CO)IMMIT), 2:)M (;I i N '.T �'.t I;:'� PL SW ?0 M 5 T COL L IGE 2 N� S J;Aj f Y %It RRI r 4r w %W CIR Y'RA( I "'PLAY)"It 17 -71 4c -.41 p[ME ow w C01 i FG1 PtArf s I PK C Itf ell 'KjMrlLR 201M ST w DRIVING RANI MAIN: ST Po to 1)"y ION: YOS T MAPH . I- - 41 ST 209TH Pt ES. s sw 21OTli I 210ft S T Sw 4 ADMIAL AUX T PAW ST . 3T w A I NO I ST SW-! -I i n! s i: sl ST C 4i,, 21 ~[IL wy L V sl sw j Ru I/V PARK MTH PL t DI plop'0, X oc. X" < .-i sr Sw __�3TH p Sw Yl W\ 2 RIDE ?15 sw I ?ICH S T "W Im- :§ c� ST pl,[ r ?161H T 2 161" ST sw — ?16TI T S, s 2 11 TH I sw sw w el w s . 7 f Lm ST LIM 51 -UT w ST ITOTH L 2 Z UIH 220TH ITcome S9 E., "t: - z sr sw p/ iZ ivfR J* A: I t spf� RAM - 0C f;pFi N 'A kA 2?41ti PK _ IT-1 A 2 � PROJECT NARRATIVE PROJECT DESCRIPTION The proposed project is on a 1.20 acre parcel to be redeveloped into a condominium complex. This project consists of the construction of four two-story buildings, parking, landscaping, stormwater conveyance/detention, utility improvements, and site grading to accommodate these improvements. The three existing on -site buildings (3,560 SF, 1202 SF, and 1,061 SF in area) will be demolished to accommodate the proposed development. The stormwater quantity and quality management system for the project has been designed in accordance with applicable requirements of the Washington State Department of Ecology Stormwater Manual and the City of Edmonds Storm Drainage Ordinances. EXISTING CONDITIONS The site is located adjacent to the northwestern corner of the intersection of 208 th Street SW and 72 nd Avenue W. On the existing site is a small private school. The overall site topography slopes from the northeastern portion of the property to the southwestern portion. The existing grades vary between 427 feet and 413 feet above mean sea level. Refer to the attached sketch of the existing site conditions. PROPOSED STORM SEWER SYSTEM Stormwater quality and quantity management has been designed in accordance with applicable requirements of the Washington State Department of Ecology Stormwater Manual. WWI The proposed stormwater management system is designed to detain and treat the stormwater runoff for the areas subject to vehicular traffic. The detention system will consist of an underground detention pipe and a flow control structure which is to be located in the southeastern portion of the property. Detention of the increase in runoff due to the development of the site is addressed in the Stormwater Quality and Stormwater Detention sections of this report. The conveyance calculations for the storm system have been based upon the 25-year design storm as calculated using the SCS method as implemented in Waterworks software by Engenious Systems, Inc. The proposed drainage system is composed of curb and gutter, catch basins, and underground storm drainage pipe. 2 Tumberry Lane Condominiums July 18,1997 Revised January 23, 1998 L_.1 0 STORMWATER DETENTION Stormwater.,runoff will be detained and released at or below the pre -developed runoff rates Runoff will be conveyed through an oil/water separator and then into the proposed extension of the public storm drainage system in 72nd Avenue W. DETENTION The stormwater runoff is conveyed to the on -site underground detention pipe. The stormwater detention system has been designed to provide detention for the peak runoff for the 10 and 1 00-year, 24 hour storm events based upon the SCS methodology as directed by the City of Edmonds. Curve numbers used in determining the design storms have been based upon available soils information. The pre -developed (existing) 1 0-year and 1 00-year, 24 hour discharges for the entire site are 0.24 els and 0.49 cfs respectively. The detention calculations for the stormwater management system have been based upon the SCS method as implemented in Waterworks software by Engenious Systems, Inc., and are provided in the Appendix. The table below summarizes the detention analysis. Pervious Area 0.34 AC Impervious Area 0.86 AC Existing 10yr peak flow 0.24 cfs Existing 100yr peak flow .0.49cfs Proposed 10yr peak flow* 0.47 cfs Proposed 1 00vr peak flow* 0.75 cfs *Proposed peak flow before detention STORMWATER QUALITY OIUWA TER SEPARATION The stormwater runoff which is subject to vehicular shall be treated after it has been detained. Although other BIVIP's for water quality are preferred, an oil/water separator was selected due to space constraints. The oil/water separator has been sized to treat the 1 0-year, 24 hour storm. 3 Tumberry Lane Condominiums July 18,1997 Revised January 23,1998 Existing Conditions Map f t L LL------ - c ®rliVi r-r -I - Li GRA1441C SCALE —J' NO DAIL B* 208th STREET CONDOMINIUMS Manning Engineening EDMONDS, WASHINGT EXISTING CONDITIONS 0 P'a Proposed Condition Basin Map Turnberry Lane Condominiums July 18, 1997 Revised December 29,1997 0 Stormwater Runoff Hydrographs Time in Hours Hyd No.: 28 Rate: 0.25 cfs Vol 0.08 Ac-ft Hyd No.: 28 Rate: 0.29 cfs Vol 0.11 Ac-ft Hyd No.: 28 RaLe: 0.43 cfs Vol 0.15 Ac-ft Hyd No.: 28 Rate: 0.17 cfs Vol : 0.06 Ac-ft Time: 8.33 hr In,t: 10.00 min Time: 8.50 hr Int: 10.00 min Time: 8.3 3 hr Int: 10.00 min Time: 8.33 hr Int: 10.00 min Time in Hours 0 0 Hyd No.: 28 Rate: Vol Hyd No.: 28 Rate: Vol Hyd No.:'- 28 Rate: Vol Hyd No.: 28 Rate: Vol : 0.39 cfs Time: 8.17 hr 0.13 Ac-ft Int: 10.00 min 0.55 cfe Time: 8.50 hr 0.19 Ac-ft Int: 10.00 min 0.70 cfs Time: 8.17 hr 0.24 Ac-ft Int: 10.00 min 0.30 cfs Time: 8.33 hr 0.11 Ac-ft Int: 10.00 min 1/23/98 page I Tumberry Lane Condominiums Edmonds, Washington BASIN SUMMARY BASIN ID: 100YRDTN NAME: 100 YEAR 027;� SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE I A PERV IMP PRECIPITATION .... : 3.00 inches AREA..: 0.34 Acres 0.86 Acres TIME INTERVAL .... 10.00 min CN .... : 92.00 98.00 TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.75 cfs VOL: 0.25 Ac-ft TIME: 490 min BASIN ID: 100YREX NAME: 100 YEAR EXISTING STORM SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE I A PERV HAP PRECIPITATION .... : 3.00 inches AREA..: 1.04 Acres 0. 16 Acres TIME INTERVAL .... 10.00 min CN .... : 86.00 98.00 TC .... : 12.89 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0600 p2yr: 1.50 s:0.0400 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach - Sheet L: 115.00 ns:0.0 110 p2yr: 1.50 s:0.0005 PEAK RATE: 0. 49 cfs VOL: 0. 17 Ac-ft TIME: 5 10 min 1/23/98 page 2 Turnberry Lane Condominiums Edmonds, Washington ---------- BASIN SUNM4ARY PEV090090) BASIN ED: IOYRDTN NAME: 10 YEAR DE�E�� SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE I A PERV IN[P PRECIPITATION .... : 2.00 inches AREA..: 0.34 Acres 0.86 Acres TIME INTERVAL .... 10.00 min CN .... : 92.00 98.00 TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.47 cfs VOL: 0. 16 Ac-ft TIME: 500 min BASIN ID: IOYREX NAME: 10 YEAR EXISTING STORM SCS METHODOLOGY TOTAL AREA ....... : 1.20 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE I A PERV RVIP PRECIPITATION .... : 2.00inches AREA..: 1.04Acres 0.16Acres TIME INTERVAL .... 10.00 min CN .... : 86.00 98.00 TC .... : 12.89 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0600 p2yr: 1.50 s:0.0400 TcReach - Shallow L: 50.00 ks: 11.00 s:0.0500 impTcReach -Sheet L: 115.00 ns:0.01 10 p2yr: 1.50 s:0.0005 PEAK RATE: 0.24 cfs VOL: 0.09 Ac-ft TIME: 5 10 min Flow Control Structure Calculations 1/23/98 page 5 Turnberry Lane Condominiums Edmonds, Washington' STAGE DISCHARGE TABLE MULTEPLE ORIFICE ID No. ORIFICE Description: ORIFICE Outlet Elev: 411.80 Elev: 409.80 ft Orifice Diameter: 2.3400 in. Elev: 414.50 ft Orifice 2 Diameter: 2.2500 in. lop STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --- CA -- ------- (ft) --- cfs -- ------- 411.80 0.0000 413.10 0.1694 414.40 0.2396 415.70 0.4439 411.90 0.0470 413.20 0.1758 414.50 0.2442 415.80 0.4538 412.00 0.0665 413.30 0.1820 414.60 0.2921 415.90 0.4634 412.10 0.0814 413.40 0.1880 414.70 0,3145 416.00 0.4728 412.20 0.0940 413.50 0.1937 414.80 0.3326 416.10 0.4819 0000" 412.30 0.1051 413.60 0.1994 414.90 0.3485 416.20 0.4908 412.40 0.1151 413.70 0.2048 415.00 0.3630 416.30 0.4995 412.50 0.1243 413.80 0.2101 415.10 0.3763 416.40 0.5081 412.60 0.1329 413.90 0.2153 415.20 0.3889 416.50 0.5164 412.70 0.1410 414.00 0.2204 415.30 0.4009 416.60 0.5246 412.80 0,1486 414.10 0.2254 415.40 0.4123 416.70 0.5327 412.90 0.1558 414.20 0.2302 415.50 0.4232 416.80 0.5406 413.00 0.1628 414.30 0.2349 415.60 0.4337 1/23/98 page 7 Turnberry Lane Condominiums Edmonds, Washington LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE < -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 10 YR ........................ 0.24 0.47 PIPE FLCTRSTR 414.49Y 613.77 cf 100 YR ....................... 0.49 0.75 PEPE FLCTRSTR 416.2 2 1046.16 cf "MMMENEWO 1/23/98 page 4 Turnberry Lane Condominiums Edmonds, Washington STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. FLCTRSTR Description: FLOW CONTROL STRUCTURE Structure: ORIFICE Structure: Structure: WEIR Structure: Structure: STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE---> STAGE <--DISCHARGE (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --- cfs -- ------- 411.80 0.0000 411.90 0.0470 412.00 0.0665 412.00 0.0665 1/23/98 page 6 Turnberry Lane Condominiums Edmonds, Washington'% STAGE DISCHARGE TABLE BROAD CRESTED WEIR ID No. WEIR Description: OVERFLOW WEIR cd: 3.2100 Weir length: 1.0000 ft. El: 416.75 ft. Weir Increm: 0. 10 STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) ---cfs -- ------- 416.75 0.0000 416.80 0.0402 416.80 0.0402 416.80 0.0402 1/23/98 page 3 Turnberry Lane Condominiums Edmonds, Washington STAGE STORAGE TABLE UNDERGROUND PEPE ID No. PIPE Description: DETENTION PIPE Diameter: 5.00 ft. Length: 57.00 ft. Slope ... : 0.0000 ft/ft upstr: dnstr: STAGE < ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE > (ft) --- cf --- -- Ac-Ft- (ft) --- cf --- -- Ac-Ft- (ft) --- cf--- --Ac-Ft- (ft) --- cf --- -- Ac-Ft- 411.80 0.0000 0.0000 413.10 231.23 0.0053 414.40 588.09 0.0135 415.70 936.63 0.0215 411.90 5.3417 0.0001 413.20 256.53 0.0059 414.50 616.54 0.0142 415.80 959.84 0.0220 412.00 15.016 0.0003 413.30 282.39 0.0065 414.60 644.89 0.0148 415.90 982.20 0.0225 412.10 27.416 0.0006 413.40 308.75 0.0071 414.70 673.11 0.0155 416.00 1004 0.0230 412.20 41.945 0.0010 413.50 335.55 0.0077 414.80 701.14 0.0161 416.10 1024 0.0235 412.30 58.247 0.0013 413.60 362.73 0.0083 414.90 728.94 0.0167 416.20 1W 0.0239 412.40 76.074 0.0017 413.70 390.25 0.0090 415.00 756.46 0.0174 416.30 1061 0.0244 412.50 95.237 0.0022 413.80 418.05 0.0096 415.10 783.64 0.0180 416.40 1077 0.0247 412.60 115.59 0.0027 413.90 446.08 0.0102 415.20 810.44 0.0186 416.50 1092 0.0251 412.70 136.99 0.0031 414.00 474.30 0.0109 415.30 836.80 0.0192 416.60 1104 0.0253 412.80 159.35 0.0037 414.10 502.66 0.0115 415.40 862.66 0.0198 416.70 1114 0.0256 412.90 182.56 0.0042 414.20 531.10 0.0122 415.50 887.97 0.0204 416.80 1119 0.0257 413.00 206.55 0.0047 414.30 559.60 0.0128 415.60 912.65 0.0210 Stormwater Conveyance Calculation Turnberry Lane Condominiums July 18, 1997 Revised December 29,1997 Washington Land Design Planning a Engineering Project: 2CFw Date: -7, 11YI-7 Description: B y: L-IF)t— S7-VreI-I AWMV S-X-w-W%b -0 IFAB 140-M- 241t.- C40 A4 VF- VAU'&::&r Ah-'P4--v .4 F.—,.,L ,, F"" 5- C--�Aax-" b -7-AAF- 0 - 0. C7,7 ,, - 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98733 (206) 365-9510 Fax: (206) 365-0225 Flow Control Structure Detail Turnbe-- Lane Condominiums SOLID COVER RIM EL 418.0' 2 ) TYPE 2, 54" 0 C- 3 )CATCH BASIN STEPS OR LADDER GASKET (TYP.) SHEAR CATE 36"0 IN IE = 411.80 SLEEVE COUPLING NON7SHRINK GROUT WELDED STEEL PLATE W/ 2.35" DIA. ORIFICE ("l) ff 7l5TF--;iTiiTE-jjjF=_ TOP OF RISER = 416.8 2-CALV.STEEL ")TRAPS 2.35" DIA. ORIFICE (#2) EL = 414.50 (WITH DOWN -TURNED ELBOW) 18" RISER 1 2"MAX. 13"MIN. 12"0 OUT IE OUT 411.80 FLEXIBLE ADAPTER COUPLING 2-GALV.STEEL STRAPS (TOP "r r.AND BOTTOM) L 54" 0 FLOW CONTROL STRUCTURE SCALE 1"=2' Coalesing Plate Structure Detail Tumberry Lane Condominiums 0 F_ L 660-CPS OIL/ WATER SEPARATOR 7U SO. FT. - EFFECTIVE COALESCING AREA 415 G.P.M. - MAXIMUM PROCESS FLOW COVER 4'-8" No. 64-2-342P -,-7'T-7'T!T!7- 1,200 lbs. _T' T -'T-' —T 1- 1!7-'7-' T- 7 7 --- - - - - - - - - - - - - - - - - -- - -- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - OUTLET PIPE WITH SAMPLING TEE - - — - - BY OTHERS FIBERGLASS HOLD-DOWN CHANNEL BASE ASSEMBLY No. 660-CPS 6,300 lbs. 6'-0" OUTLET WEIR INLET PIPE WiTH ELBOW OIL RETAINING BAFFLE BY OTHERS �J 6'-0" COALESING MEDIA INLET WEIR - Copyright 1992 * ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. 123 Issue: Anril 1992 Washington Land Design Planning Engineering Project: k/4 Description: Almm a2se- Date: B y: klXg-' J_� L 'Fel. our Ai�xx_r'rX7.-Va F;T� ..A 71*4C.4AEP VPRCLO Z= %AZU.&E it 19, AZZ.6 oW ;jj I44E: CIX-111 ..4r 4- ::5*/oQA L , Covne.,ax- c: L .4 RAMA XIV :'f -or- IJA - A hkz=W C_edpv��, V.PMW_'-T-Ae4..ES-,. .4^40 .4 .44A.4W45 I_aAl -A/ AR" 1r WJQ5 SM )NM"e-P- A . At_-C41 C;;"VAU> WATV.1Z_ -rdSXE- e5,epwW oic -1Gj*Pw . 7—am sxr,-= J12310f AW44 YLACE) A5 A�Abh 6&1W111 A&WE vj 4,uy b qr o, of., ;5A...0 WIV, Z-,QWDnZAP-1r. 2w IVA - eovce_ 1Y 10700 Meridian Avenue North, Suite 503, Seattle, Wa7hington %b f33 (206) 365-9510 Fax: (206) 365-0225 50 STORMWATZR MANAGZMENT MANUAL FOR THZ PUGZT SOUND BASIN SW TY00 M Hydrok*k SW Group 3oil Type Hydrologic Soil Group Newbei, B spansway AIB Ninqually B Springdale B Nooksmak C Suluver B No� CID Sultan C O#arty C Sultan variant B Ob" ND sum" C 01011110unt C swatilown ND Olyinpic B Tacoome D on" D Tanwax ND Oridia D Tea1whit ND Orting ND Tenino C 000 C TLwb D Ovall C Tokul ND Pastik C Townsend C PbmM C Trhoe ND Pbska ND Tukwila D PUchuck C Takey ND P. W A C urnan variable Poulabo C Vailloc B Padw C Ve" C P"" D Wapato ND Puyallup B Walden B Quam ND Wbidbey ND Quikm ND Wilkawn B Rapm B WiL011408 A Rainier C Woodiarille B Rau& B Y" C Road ND ZYOW a I Hydrologic Soil Group Classifications A. (Low runoff potential). Soils having high Infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well -to -excessively drained eands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. Theme soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soiCls over nearly Impervious material. These soils have a very slow rate of water transmission. ND Data not currently available for this soil type. *From SCS, TR-55, Second Edition, June 1986, Exhibit A-1. Revisli-ons made from SCS, Soil Interpretation Record, Form 15, September 1988 and various county ec" surveys. III-1-10 FEBRUMV, im 17. Erosion - and- Sediment- Control ftuirement - inancial.Lability. Performance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. -Y M-10-3-TUGM&WEII �0; �-F% A. Any new development or redevelopment with more than 2,000 square feet of new impervious surfacing shall be required to provide storm water quality control.' Compliance will be demonstrated by implementing an approved Storm Water Site Plan. Guidelines for Storm Water Site Plans are provided in the manual. The plan must address the following requirements, in addition to ESC requirements. SOC Minimum Muirement - -- Storm water Deten-tton/Streambank Erosion Control. Storm water discharges shall control stream bank erosion and flooding of the downstream Storm system by limiting the peak rate of runoff from the site. The predevelopment condition for all cases other than open water bodies shall be considered meadows or young second growth forest. As the first priority to meet this requirement, BMPs shall utilize infiltration to the Mest extent practicable only if site conditions are appropriate and ground water quality is protected. Due to high ground water tables in large portions of the City and a landslide complex in the Meadowdale area (where high ground water increases the slide hazard), there are few sites within the City where infiltration should be considered. Exhibit B delineates the areas where infiltration may be feasible for this requirement if the site satisfies the requirements outlined in the Manual. BMPs shall be selected, designed, and maintained according to the Manual. The minimum diameter orifice size used for control shall be 5/8 of an inch. In the case of redevelopment, this requirement shall apply only. to that portion of the site that is being redeveloped. Any development or redevelopment that has less than 5,000 square feet 89948.4 -13- STORMWATZR MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table 111-1.3 SCS Western Washington Runoff Curve Numbers (Published by SCS in 1962) Runoff curve numbers for selected agricultural, suburban and urban land use for Tvne 1A rainfall distribution. 24-hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A 8 C D Cultivated land(l)t winter condition 86 91 94 95 Mountain open areas: low growing brush grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orc ard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. Good condition: grass cover on 05% of the 68 80 86 90 area Fair condition: grass cover on 50-75% of 77 85 90 92 the area Gravel roads & parking lots: 76 85 89 91 Dirt road's & parking lots: 72 82 87 89 Impervious surfaces, pavement, roofs etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds etc. 100 100 100 100 Single family residential(2): Dwelling Unit/Gross Acre %Impervioue(3) Separate curve number 1.0 DU/GA 15 shall be selected for 1.5 DU/GA 20 pervious & impervious 2.0 DU/GA 25 portions of the site 2.5 DU/GA 30 or basin 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 PUD's, condos, apartments, %impervious commercial businesses must be industrial areas computed (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Sec. 4, Hydrolo4y, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 111-1-12 FEBRUARY, 19§7 EXHIBIT B CltY 01 Edmonds 0 Washington Land Design Planning * Engineering Project: Description: 7;,7419: CW e:�WOWTXWMW'4 7 Date: 121;�VI77 B y: A) V 5 05' '�7. 139 C, 3�4 Ae- 12, -25 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 Washington Land Design Planning Engineering Project: Description: 77;,:,vz o)= 0 Date: / Z/-M/ll 7 By: t—.j:F- ff� /— — 25-0' I n - IU/U0 Mendian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 07 SV q!T, I rn 9 H VA CA "qo fv)-t t0#1107 PW 1E < FTT Q+ )JPQ) QJVA JIWAQ 1�, V, Fj � Y lh z4-V SIR city of Edn�nds Permit No: RIGHT-OF-WAV CONSTRUCTION PERMIT Issue. Date: A. Address or Vicinity of Construction: 20800 72ND AAA M&TM RRT_qqwrMr rpTR-TW 2 y A fqlFp B. Type of Work (be specific): ORDER # 107006604 2TL05ZRU LAW,.,, MKD DEVE"ENENf�R? C. Contractor: PUGET SOUND ENERG31 Contact: 'R� Mailing Address: ILIL22 75TH ST. SW, EVERFTT ��4?03PIione: 4215656�-7512"r.-' State License #: Liability Insurance.— I Bond: $ �/4 D. Building Permit # (if applicable� Side Sewer Permit # (if applicable). E. Commercial Subdivision Q-0jy r7jp�i E] EUC- (PUD GTE PSEvCHAMBERS. Q'VWD). Oth E] Multi -Family Single Family'.. F .,.er. INSPECTOR. F. PAVEMENT: YES n NO G. SIZE OF CUT 2 x 4 H. Charge $ CONCRETE CUT: E] YES F] NO APPLICANT TO READ AND SIGN IDEMNITY.:.- Appli(qqt,understands by his/her. signature to this application helshe holds the City of Edmonds harmlessfrom injuries, -o -c A -'qhforeseeh�,-thai*�mai�,-b�!th damages� 7;� lainig of an;�,kind or,.*4gsqrd,#h�� 46ev t7fi&s�en.'k, q�,4.against.theXity 9f A.. any of its departments or employees, including but nof limited to e defenseof any tegat proceedings -including Jeje.n.se -c'osts -an'd 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 1�" �COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. 0 Traffic control and public safety shall be in accordance with Cit 4egulations as required by the City Engineer. Every Y, 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.p�atched with asphalt or City - a proved material prior to the end of the workday — NO EXCEPTIONS. p Th�ee sets of construction drawings of proposed work are required with the permit application. IRAVEREAD TkE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS Signature: FEEMA H LOI!EZ— 8/24/19!59 Date: (Contractor or Agent). CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR CITY USE ONLY '70 Approved by: Right-of-way Fee; Time Authorized: Void After <&otl 10 1 Disruption Fee/Fund 111: '500 Special Conditions: Restoration Fee: Total Fee: 570!:�-- ,n c- -14 1 -n d Receipt No: A&A(147 Issued by.. A v g_t A -if J�k A A4 o 1�� AN ENGINEERING FINAL UPON COMPLETION OF PERMITTED WORK, INSPECTION IS REQUIRE!) PER CHAPTER 18.00 OF THE EDMONDS COMMUN, ITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED WORK. INSPECTOR'S SIGNA TURE DATE: For inspection requirements see Engineering Information Handout. i. 2 4 i NO WORK SI-IALL BEGIN PRIOR TO PERNUTISSUANCE I Or, Ubt CITY OF EDMONDS ZONE PERMIT 41" 1 - (� NUMBER CONSTRUCTION PERMIT APPLICATION C, Z,0�t o ' w SUITEJAPT # OWNER NAME/NAME OF BUSINESS ADDRESS 0 AfKD tt-- VC-UPPRNT LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. MAILING ADDRESS I 1�* cr)2 0 N .1 . * t" / / 0 PUBLIC RIGHT 0 AY PER OFFICIAL STREET MAP TESCP Approved J�,5 19 CITY ZIP 7E�EPHONE NUMBER R AW Permit Required kfj�f�\ 7 EXISTING EQUIRED DEDICATION 4: Street Use Permit Req'd 0 er_wk V Vf_�, I tVA q CN% 41 _V.5 -4 le"Im 0 PROPOSED ��461_ 1 Inspection Required Y6510 NAME I Sidewalk Required �&S# o:: METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED ADDRESS YES NO 0 V 0 REMARKS Z CITY ZIP I TELEPHONE NUMBER w _614 d i' i Z W, 11!6161 K?co '1112 n3q 3 NAME'; 01VNM ADDRESS r ENGINEERING MEMO D ATED REVIEWED BY CITY ZIP TELEPHONE NUMBER IIIIIII -711t1qi I STATE LICENSE NUMBER MKDr,+_7T -2 EXPI ATION DATE 'INS, R-) - I -L - -13 J16) I VARIANCE OR CU ADB # SHORELINE N Legal Description of Property - include all easemerits 9e� —,f 50 SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED IIAM A/ EXID ke%� I 45,1- 4_� LOT COVERAGE ALLOWED ED REQUIRED SETBACKS (Fr.) FRONT SIDE REAR PROPOSED SETBACKS (FT.) FRONT UR SIDE�,_REAR �PROPOS,/ 0 4D 10. 11 5 /5' '/D' ji Property oco CK:� E7, 0 tot) O-Z of LOT AREA LAN G REVIEW BY I j 07T E Th. fV__1 REMARKS' EW RESIDENTIAL V� PLUMBING(MECH P El ADDITION COMMERCIAL COMPLIANCE OR CHANGE OF USE RAPT. BLDG. REMODEL SIGN CHECKED BY TYPE OF CONSTRU TO I V- 4- CODE-- OCCUPANT GROUP GRADING FENCE El El REPAIR' — CYDS. x —FT) ) WOODSTOVE DEMOLISH INSERT SWIM POOL HOT TUB/SPA SPECIAL INSPECTOR REQUIRED Ig - 11311- Igo i TP CC ANT 6 'd LOAD_)M GARAGE RETAINING WALL/ CARPORT ROCKERY jo, " RENEWAL YES "4 11211 2 F 1 REMARKS I ' 3Zb PROGRESS INSPECTIONS P R LIBC/1 -=I (TYPE OF USE. BUSINESS OR A9TIVfTY) TPLAIN: NUMBER OF STORIES NUMBER OF DWELLING I UNITS 11 . CRITICAL AREAS INUMBERq6Vf(D DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) I 'VIVrt e61VP()H1A11Uk4 FINAL INSPE CTION / REOUIRED bu-111tVA VALUATION FEE EJE PLAN CHECK FEE BUILDING 5 L) HEAT SOURCE: OR 11 GLAZING- % PLUMBING Plan Check No. MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewpiks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENG. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance nor I.imit in any way the City's ability to enforce any ordinance provision." PLAN CHECK DEPOSIT TOTAL AMOUNT DUE �0 owe I hereby acKnowleug that I ave rea . F]J .. � . � information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT T his application is not a permit until state laws regulating construction; and In doing the work authoriz- AUTHORIZES THE . signed by the Building Official or his/her ed thereby, no person will be employed in violation of the Labor ONLY is Code of the State of Wash . ington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt tior)lnsuranceArici RCW 18.27. INSPECTION acknowledged in space provided. OW ER CPR AGENT) DATE 2IGNE))_ V/A DEPARTMENT CITY OF OFFICI�L' fl'NAT Illy) DATE 7 EDMONDS CALL FOR ..KY14A RELEASED BY- CyATE ATTENTION INSPECTION W67 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 0 UNTIL A FINAL INSPECTION HAS BEEN. MADE AND APPROVAL OR 771-0220 ORIGINAL - File YELLOW - Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - Owner GOLD - Assessor 0 MAs. CITY OF EDMONDS USE PERMIT ZONE NUMBER CONSTRUCTION PERMIT APPLICATION joe AUUHL5S SUITE/APT ir OWNER NAME NAME OF BUSINESS �DESCRIPTION EGAL CHECK B01VISION No. LID NO MAILIffG_ ADORE SS Z PUBLIC RIGHT OF WAY PER OFFICIAL STAIEE� MAP. TESCP Approved 11 RW Permit Required 13 0 CITY- V ZIP TELEPHONE NUMBER �S��4 - C'�i EXISTING — REQUIRED DEDICATION PROPOSED Street Use Permit Req'o 11 Inspection Required 13 Sidewalk Required 0 a: NAME METER SIZE LINE SIZE NO. OF FIXTURES W PRV REQUIRED YES 0 NO 0 L) ADDRESS REMARKS Z L) RE W CITY zip TELEPHONE NUMBER Z W NAME (\.\ Vd— cc ADDRESS ENGINEERING MEMO DATED I- 0 S4'4&+ A— o U I C) cc ZIP NUMBER , Z [TELEPHONE IRE MEMO DATED REVIEWED BY 0 V/ 313— STATE LICENSE NUMBER EXPNATION DATE 4 VARIANCE OR CU ADB# SHORELINE # LePTIesbTio5oh of Property - 6!zide all easi��n�)B�ht't T k4 SEPA REVIEW SIGN AREA HEIGHT Z COMPLETE I EXEMPT ALLOWED PROPOSED ALLOWED I PROPOSED A, z� CC EX — --I U sp�_ ; a I(; f 0 � I J-�Q k � _1 U) Q LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT.) FRONT SIDE REAR , , PROPOSED SETBACKS (Fr.) FRONT UR SIDE REAR 0 � Z Z W 77romrty LOT AREA PLANNING REVIEW BY DATE Tax Account Parcel No. NEW RESIDENTIAL PLUMBING/MECH REMARKS COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE APT. BLDG. REMODEL SIGN HECKED BY TYPE OF CONSTRUCTION Cd--)E OCCUPANT GROUP, EIREPAIR 1:1 GRADING FENCE CYDS. 11 x —FT) wOODSTOVE E] DEMOLISH INSERT SWIM POOL 11 F HOT S SPECIAL INSPECTOR AREA TUB/SPA JR F REQUIRED OYES LOAD GARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL REMARKS PROGRESS INSPECTIONS PER UBC 108 Z (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: D CF C9 W NUIMBER NUMBER OF 'RITICAL a OF DWELLING AREAS (00 STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE (ATTACH PL& PLAN) FINAL INSPECTION REQUIRED uk On L, _Cm/ C PLAN CHECK FEE BUILDING HEAT SOURCE: — GLAZING PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of cr whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city ordinance 0 X 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, or 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 work authoriz- THIS PERMIT AUTHORIZES This 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/her Code of the State of Washington relsitip I g to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, ana receipt is tion Insdrailce aria RCW 18.27. T INSPECTION acknowledged in space provioea. SIGN�'I`�RE NER 07 N71.) DATE SIGNE 7 DEPARTMENT CITY OF OFFIC AL'S §dGN!TUqE A ) --,/- � --, - , 7 EDMONDS / k, N ATTENTION CALL FOR Rtr�lfi) BY INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — F:i;a YEELLOV.' A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC — ins--ector SECTION 109 PINK — 0-,,.r.er GCL-D — �sSessor 102-87 CITY OF EDMONDS USE ZONE Fin PERMIT —NUMBER CONSTRUCTION PERMIT APPLICATI N i OB SUITE/APT # OWNER NAME/NAME OF BUSINESS ADDRESS ;�txuz. -�-z i Mgt) Pr71VFt0PNbNT LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. W Z 01: MAILING ADDRESS /W20/&_ _48110 "I J-00 TESCP Approved PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. CITY VO4 ZIP A TELEPHONE NUMBER 124,r) 49t EXISTING — REQUIRED DEDICATION RW Permit Required Street Use Permit Req'd )SED .SPection Required �0" Sidewalk Required " NAMP METER *SIZE LINESIZE NO. OF FIXTURES -19 PRV REQUIRED uj LU A DT16 4 5. R RKS 0 YES Noo 0 IOU �LeI04�, W ��ICITY ZIP--7i—ELEPHONE NUMBER ,049ft kA 16 Pbtlq) 4`23 03473 NAME Z. OwNbps cc ADDRESS 0 ENGINEERING MEMO DATED REVIEWED BY CITY Zip TELEPHONE NUMBER Z 1 FIRE MEMO DATED REVIEWED BY 0 cc VARIANCE OR CU ADB# SHORELINE# (9/1-/15-0 STATE LICENSE NUMBER EXPIRATION DATE r)w qlqg� Legal Description of Property - include all easements , —SIGN Z SEPA REVIEW COMPLETE EXEMPT ALLOWED AREA PROPOSED HEIGHT ALLOWED j PROPOS�D 0 EXP I NOR 5 cc 0 0 LOT COVERAGE REOUIRED SETBACKS (Fr.) PROPOSED SETBACKS (FT.) Lu ALLOWED I PROPOSED 1.401" FRONT SIDE REAR FRONT UR SIDE REAR /0 /5 ZZ Lu _j Property 006 0cf - 0/0 7 L OT AREA PLAN IEWBY. p5 /DATE Tax Account P3Po - 600,00s 7!) Parcel No. i o goe) 11[2_—PLUMBINGIMECH REMARKS Y'NEW RESIDENTIAL COMPLIANCE OR El DDITION COMMERCIAL CHANGE OF USE REMODEL APT. BLDG. El SIGN FENCE HECKED BY TYPE OF CONSTRUCTION 1 C00— (4+_ OCCUFANT GROU REPAIR X—M DEMOLISH VOODSTOVEW SWIM POOL INSERT HOT TUB/SPA El I "ej � [i _ I 4e 10 V _11/W, SPECIAL INSPECTOR hF,� -34 F,1 M OC9UPANT 1, GARAGE RETAINING WALL/ CARPORT El ROCKERY RENEWAL KA REQUIRED LOAI)I,e�;, I d—YES IM-7 Coo A-020 —MARKS 1, Z 0 (TYPL OF USE, BUSIVESS OR ACTIVITY) EXPLAIN: PROGRESS INSPFCTInwS PEW Ex uj 0 NUMBER OF NUMBER Of DWELLING Ct CR TICAL AREAS IN 03 STORIES UNITS 0 DESCRIBE WORK To BE DONE (ATTACH PLOT PLAN) q - CaND INJUM jytw FINAL INSPECTION REQUIRED r1V VALUATIO N FEE PLAN CHECK FEE BUILDING HEAT SOURCE: tcj�e GLAZING I > % I PLUMBING 14 Plan Check No. 17a, 7 MECHANICAL GRADING/FILL -75 This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs� sidewinlks, _D driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the Issuance of this permit. issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT 0 modify, waive or reduce any requirement of any city ordinance -V nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE -5 V R'? 1 provision. I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information -given is correct; and that I am the owner, dr the duly authorized agent of the owner. I agree to comply with city and state laws regulating construction; and in doing the work authoriz. THIS PERMIT A . UTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE 0 signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion,hirtsurani;e arig RCW 18.27. INSPECTION acknowledged in space provided. SI E AGENT) OAT DEPARTMENT OFFJCI V -SIGIAb RE DATE Uff—WIMN 7 CITY OF EDMONDS Z�// ,W IX6NA ATTENTION CALL FOR INSPECTION DATE � IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR i 771-0220 ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK — Owner GOLD — Assessor C...n IM GRAPHIC SCALE ,wgm 'saw, "';'a a ( IN FEET ) 1 Inch = 20 ft. S1311,4 J/ E IZ I,, VI 7i 0 ... ..... ..... -77 1M -208TH STREET S.W. EXISTING LEGEND PROPOSED LEGEND: 'CIV 16 "--SEr"ARCH. _.FQR TLANS, RD6-CONNLCTIONS 1.5 , 0 4175 BUILDING A-2 BuLDING A FF 417.5 FF 417.5 -0 �412'5 411 .0 411-5 ORAip.j t A,,DRAI ARE� N CONNEbI70,, 4" PVC .......... I TO STORM " 21 - -------- 420 @ 1.0% N 411-5 AREA DRAIN 417.5 I "175 "t1> . 41? . i �� 1* `' �; I _ AREA DRAIN i CONNECT TO CONNECT TO fl 6 SD 412"d CT 417.5 17 4' PVC 4" PVC 1 Af V1 I @ 1.0% 417.5 RDL @ 1.0% C.O. 417.0- IE 416.75 _\ X-��v Fifil A 4 In L Ali YARD DRAIN- T I Ij L�j 1 �TYPE I CATCH 13ASIN 4 PV THR J 13311.1 C f C (TYP.) 4,? 4F j C ��w 7.2 11-.7 9 11 � Ps ,w-m L �0 UILDING C F r 416.25 FF 417.67 Cn Co Im NO. DATE BY REVISION DESCRIPTION 4/8/98 BUILDING 'A' REDESIGN 12/12/97 SECOND REVIEW 10/28/97 --f- CITY COMMENTS ,__T8/4/97 PERMIT SUBMITTAL wll�mmg�m "Li6" RDL @ 0.5%, TYP. 6] F BUILDING Di FF 418.25 lb 5� 00 N. 418 418.2 C7 SEE SHE_-_T C-5 .1FOR I --STORY STORM ERAINA3% WOOD FRAME EXTENTICN -INFOR ATION, UL�)IUNLU UY: WFF ISSUE DATE:', R. %" - WA Washington Land Design 10/28/97 Nt. Planning & Engineering DRAWN BY: PROJECT NO.0 BF 9709 Third Avenue N. E., Suite 203 CHECKED BY: 977711 32 19 is Seattle, WA 98115 JRG T. (206) 522-9510 FAX (206) 522-3344 - wwvv" I I EXPUM JRY 7, 1998 .... ...... j. j A I i -STRUCTURE SCHEDULE CB# TYPE RIM IE (OUT) 0 1 417.0 413.7 1 417.1 413.0 if 417.5 412.5 11 417.6 412.3 417.9 412.0 418.35 411.8 FLOW CNTL STR.* 417.7 411.8 415.8 413.0 416.9 412.5 YARD DRAIN 416.8 1 417.2 413'.5 * SOLID LOCKING LID PIPE SCHEDULE PIPE # DIAMETER LENGTH (FT.) SLOPE (FT./FT.) 8 11 0.064 8" 88 0.005 8" 36 0.005 12" 55 0,005 12" 46 0.005 60" 55 0.000 12" 5 0.005 8" 95 0.005 8" 26 0.007 8" 40 0.013 6" 40 0.081 6" 101 0.037 5A SPOT ELEVATION PROPOSED CONTOUR RIDGE LINE TYPE I CATCH BASIN 1 C-3 QD TYPE 11 CATCH BASIN YARD DRAIN TRENCH DRAIN PER UTILITY VAULT CO. STORM DRAIN PIPE NOTES: 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY FOR SCHOEDER ARCHITECTSAIA, PREPARED BY HEBRANK, STEADMAN & ASSOCIATES, P.S. DATED DECEMBER 1996. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. 2. THE SPOT ELEVATION INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP -OF -ASPHALT GRADE, UNLESS OTHERWISE INDICATED. 3. ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB (WHERE APPLICABLE). 5. CONTRACTOR TO GRADE ALL AREAS TO PRECLUDE THE PONDING OF WATER. 6. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 7. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT n=0.012 OR LESS. ADS N-12 IS NOT TO BE USED. 8. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 9. CONTRACTOR TO CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 10. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDING SPLAY LINE OF THE FOOTINGS. 11. THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY SERVICES �N0 WORK IN THE AREA OF THE EXISTING 12" GAS UNE IN 72ND AVENUE W. OT SHOWN ON SURVEY) CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND AVAILABLE AS -BUILT INFORMATION. THE . .. .... INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO VN REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON V I THESE PLANS. TURNBERRY LANE CONDOMINIUMS EDMONDS, WASHINGTON GRADING AND DRAINAGE PLAN I ( "I .. 11 _ r, (,I' CA C U. �".. 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".. 1, '�::: , � I I i :-1-:-:.:-:-:` , 11 i . � .." -5 ARCHITECTURAL CONCRETE- � � f , " � ; M C6 ... C � - i - . ,.:... X..V......." _ I , i � - /. - -, - -LOADING UNIT IN LOBBY ) .-i . 1, :�:,��%:�:�:::�:�. "i I ,.- I I = . .. ..... I ; (SEE ARCH. PLANS) z_ �'r',,`i4�,'-t;N`G-, I I I'A. I f ! 1 ,.? !* I,- -Z f 1 C4 .. ; � .1. . I , - I I I I I L ! _. I ... .. , .. . - [ - ) , I I . __ :x::::::::::::--- .. . - ; 4 � . '. - ; . . . . :�J':�:�:�:�:�:�:... 7' C , I I __ . .... , , % . . q 4 1 I e I , " . . I ONC�ETE SIDEWALK Wi i i 1, ... I t I .. �.: % -.1 . '. t' � . � - P. - I -, " . . ... .:...-. , - I .. 1. .1.. I " 1. ; I I I , . ,::,:.�::." - , . � , .. F.,� ;' * , . ... � . ... ..1. ... i�,� �:`,.,- ��.��: (T�P.) , il . . . . . I ,% . -:_:; " , ...... ..' .. . .I.. .. . .:...1-w"..�, t �-.�,,--, - . ��: ........'.. , I -..-.j..-.-.-..--.�-.-.-...: t . .. I It. , _ _ . I— , . ':..., IL I- .: .. LCD,., "' I - . '....�` " ., - 1:6 [.........: .. % .1 :,,. � . ..... .. �: .... '. .. :1-1.' :.. .. ..-� . I - - % .. ". I a . . ... . `11 ` .. .�- 1 ...'.:. I . -,.* i*-. . , .. ,., . . - �., " *- ..: ��, z : ...*. . .1 k i., - - *` *p * C: - ..1.., I . . .. . , - *.1... . - . . -.:'�o:� :t: . ... % ... : ,.:., � . ..."'.... 11 ., �, � A'. ; : , .: . �-- � '. ,.!.,.��..: ..: " � ',W- .. , , , . , ... iit . '. : 'r � , ..,::. . . . , . . '... . - � - - I I . �:-, .. . I . . . , I .".. :.; 1.; . . . I '. . - r - - V....'... - '. * * � - L:L__` -i -77 '....I. -I.: '. -,...;, . :.;,! '. .. . 9- WATUD ki ,�,: . � AGE .. ., . . I , . :� . . : , '. :4 ......... ...,,..�:-.-.'�l�.--'.'..�..-',....,.,. i , , . . .......... UTILITY LEGEND: , �%R ' - ,."'....q.- . .""7 : . [ .. ... I � � .,: , .... I . . . . . . . ... .� . . .1 . I .. - .. � :.....:.1. : `:: , , , , ..,. � ..". ': .; I.: . . . t.:.v.*.'.*.,.1.: i _�1_4 - .1 I t . .1. '....'... :�:f::�:�:�:�:�::::: I I f-= i I ::I. . .11: . L IER , I � ..., .1.. .. I .. .. . , 1. :.- I ....... I ... ::.,. I i . 1: ., _. 11: � . �� .... .... ..... GAS ..."..", ) �.. '... :�,,:�:�:�:�:�:��i� ... . �....,.... *1, . .:.;, : ... m ... 9 ., v 1 600 SS I . . :.. � I t_� ' 's'- 8' . '�7 ''.' .: �� - - 1'�. ... I I .y � ..-.. . I : z �/ _8 _ _ 8. . '. .: .� �. .. 8 9 .5' k4 " :, *.' : . ., . ,_�:, , . . � 11 PER CITY OF EDMONDS - i I I ... .�': ---- 1� ,.,.Y� ': .,.`�. " - . I '.' �, ... , I I I . . -.Y.,.,.,.,.,.,.*.*.,., A %J! I., : ., � .. " - . ...... -A " a 1i - ,.:-.1..� - .__m_ ..... I ... :.1 ., i - � 1. - ..: , . � _-, ,_... . ::j1::::::::::::::::::::::, ; SANITARY SEWER PIPE . , ;.... *...,'- , t, . . -1 ., .: :�, i r . I . . Lq ......:. - I : � I.' .1. ,7,- - - ::- , ,.fl, �.. �:�:11��:��:��:��i:��:��:��i:��:��:ii�:��:�� - � . , co . . . . .. .::. . . . .,. 1 I 4...-- ".. . , . - - C.0 " bo D . . I .." .1 ............ i I f; it I . ... ... :. *1.,..---,./ I �: -.1 -, `*7. 1 .... "' ., -.--.-,--. ,�".%v.,�,�-:.:-.-:-:, _ 0 j 9 , A . I - .. ., �'.. . - ��i.`, � � .., . , W / I : .., ....... �::::-. � - . I . ... . E:::::.:-:-7 j I ."'. . : , . : . ,�i� - . - .. :, ., . �1.1��:::�:��:��:��:��:� .. i � . �:�l 1-2"x8"TAPPING TEE i i , """:1. .. ...,:-, . " ..V)�.":,., : ... ! � -_ --- __j - .... , . . " " - 'i . I .:,."., .'. -.,-]:: .-"; ....] -, ..-:,: - - .%.. .. . ", , , '__� I 1A 1�_Ij 1�. 11 . : ,-: .":._ . :� -..�- - 4 .�.. �, . .. __� WATER MAIN e I i i �Z- .. - ., -, -, - * -, - I �� __� 11 2 WML�� I I z - - I- , ... 11 , �'f .,:.: . i I i . 2" 90' BEND 4 vvh ; 4 �t_' �i ,� : -' lr� I, ,-�..",'!i j,: I ("I -.*' *., .1�.'....'. - �-; � , I , I ; 1i � i . fi!- e I �.111; 1 4.'. . .1 ,., .1 I. . .... I I - . _ _ t ;'', ` . ______07cl , ....:-, I ! � ", i , :, ; ?'.� ,'� r. � _ it T. - I ? I � i ! . . � . ,::::::::::�:�:�:�:�:��. ... )! "t) , 1 4 : e SU- .1 �, ��,: , I *.1'.7.*.'.'.' ... ; i . I � I , . I i I 6 f'Ll��,A F.,i 1� 1,�;,2.11' i, : `21, , * V., I * I -.-.-.4:.. 1 � I , 1 e . � I ."................... �:,� � I I I - r � ; " 2,0� ._,:"'�'Ffl_,�` r: i - .1 - 1"-'.*-'-'_`:::::::K I HIGH TRAFFIC LOAD DRIVE- i j , m. . G i ; � _ . I i", ; i 'i i... ,Nf("k '�.l ,__ .......... ,---- -I . � , . . . . I , .-- . I ,��. "'."! CN :.,�Ai *...- I . WAY PER CITY OF EDMONDS T UNDERGROUND TELEPHONE I � M!:�!f_,_;:%i 's 4,_., I � I- -.4- F ; *i %1:�:�:�:�:�:�:�:�:::::::�� .i �, i z ; ,�. � ............ I i � I ; i . . :-A ,:, I I .......... I s I I ? i 1 -.� ..... *':*.----4 , � i , . i'l . 1"`-'-'----:-*-'-'-*4 i � ,: �,_ " 1 . � ................ ! . . � 1. I I . . �, 1 j -[:1:.'J1'j1j_, n , I ,J,111*�11_' +12. ,.'..+. -, 4.0s.'.'.'.'.*.*... 1 � � STANDARDS. SHEET C-5; - � . .1. __ . 1'" I ...... ..... I - I _,�, A . � . ! *1 .....-...... ; I i G AS LINE . , I . i . i :, I . I 1. -['l X,�r�! . G I i I t :,: fPYH1 , - .( H . - I'. Z 1 r I d � . . '. I i %...,t � I i : I.j. � ; --.�":-.i..��, , i i DETAIL 6. , 1 1 1 \1 , 1. - I . ? .... :4 : . I i .... .... � - i �4, i�,.,:" * C i if-l"- �,i,,- � I I I., ... " - oi .1 I 1 4 1 ! i , ", - �_ I .:i:: �: .. V, I , ..�� i�;: )� i �,�.�, �, " .,. :- I i I v � . ": 2�1 1� I., 4 ... :.:-,.. :..-:.::, /� ", 1� !_ V _ i . . . . - .. I—— I , \ I'll . )�� I I ,�_ � 1,4;, � ... .1 , , , il,� - MONUMENT SIGN WITH 0 � .411-1 ___X___. .1 .:. .n � , . - I I I �1, Xmm .,�:'Cmm m"m ,--Fmzmmm= '. ism - .X, 6i&w., ,. " �. .-� .i - : I . GAS METER . " .., ` .- ��- ��i��.A, I � � ac I +i ;`s I' f ' - . ! �.44 . i . I � - .. � , , . . '. - 4 * .......... I : '. , , ......... i;_ 1 1 .1 -, , ...... ,� . ; I R,';�, . . , BUILDING NUMBERS , � I I A+ f . I . " .. , : , "'.4, 1 ; , " -, ..,.,.%%%'...... 1 ; � -..,-- -,;k.*.1.1.1.1.1 : 1 4 � 4 : -�,;� ''i ..... 1�_,!j,`, �', ', . i , -�-., -,-,-V-,-,4 ( C D ,I , ".. .. 4 t I 1.1� -.--.,--��i��i� I I COTG i I .1 * ....... I � " , I ::.. .1 I ... , tROSSING WATERMAN -_ ... I..'................... . - .... i - SAWCUT AND MATCH I ,,, t ........ ... - . a ; I BUILDING B i 17 � \-CURB TO BE"'PAINT-5D - � -�' , -'� ; `;",*"**"`%`%' All I ..".: i . t ___� � . I.. ,", F ,I' ...,: T. 1.1+1 7 OVER SD .. I �!.",'."��::i�::��::��::��::��::��::: �:��:�:� :_ - EXISTING GRADE. .. . �:�i _..) I 3 MIT TOWNHOME _ , "_'�-� *-.:-.* I . I 1 ,:,.. :, . ; � ..1 I �:,t * , I I ., � i - i , . :-:-:-:-:-:.:.:-:.,-:-, ; " - , ;. . .-. �� .,.,;;+, ,I , - * :": �:1.-.-.-.-.....-...-.-.--. I : �� 0�',', E" ,.,;..:, ...1; �,,"i, � I , , :` 11W - r", ", 2 STORIE8 . �." �.. ,;:�,,. - - ., ", + I , I 11 I - ". . .1 1pi:1:_*.A: I I '7_.- �: . .. .. . ;� I--- 1.11., ' � _ - , . ..- . f f I_-, -, .,� il 3: il - ON -STREET PARKING 10' WATER AND SEWER EASEMEN'- 'i;tl'i, .41 F". I '" � I :.�!, ,.:jIqR "NO PARKING" , _ 14, 1. +1, � , � , _ ...... ! , , " � I ............. - , ' * I �' "I".".1.1. ....A . ",". I'll, I.. ... .. . " .�` �'::, z ; , . � .:. . ... '. I ..:. ;.'fr*t -%4!jj� it., I.: . .............. .- :t_ v. . " .. TO BE STRIPED & - _" V � . �: I... t, , w ,,�:�: i __ . . . . , .i 7 � � .:�I. . � �:;, , 11 . - - - . I '! '. , i - ,I �-.'��;ia , t i., "' - 5 PA�KING STALLS . : ! , � I "i i , ' ...... ***, i'll , " , .. .�, I 1 ""', I I , � �, , , � , .,. - �,. , " 1: " ;- 1.1y" , -, _ . � _ , A �..- -i�, ..'..........'111 �� _;If,,�,� %,5_,�_ s i I .t ! .��..-��.��..-.*......,...-,.,..-� ,' S 1 " MENTr2 � ..!, "..'................, , ", 1 "I ,:1 __1.,11_..... _ ......... . . & 111.11., - .......... ... r � ., _ I i SIGNED PER CITY OF I ., . I- .:j::::::::::::::::::.:::."F " DOMESTIC '' *CAUTION* ..'�; .1 ........ � 5LF 6" S ,,-..-- _-, E PAVE - ..........................i ; - ` � �f. .... ' % I :�;-, .: . :1 _ : , .... I -1 I I .. . .1� .... + , " 1 ,-:� - �: H1%;, j f .'..*: ....... - D -:' ' EDMONDS STANDARDS ��, � - , . !!.!.!.�.!.:.!:!:::.::::::1A � - I . � i ";�,.' , ''. ,�.� @ 5.0 � �.., (TYR.) � C��v ' !.! .1 , , .: - - _�_ 11'. - - - ii -�:',EXISTING 12" GAS I _, ..�:�:�:�:�:�:�:�N i .o " �_n , i LINE ,I ...,.:C,t .: ...... WATER SERVICE. - �Ojjl,` . -.-.-.-.-.-... i mmm3p ��'_, �- 1_ . I 11� : :� �f I � .� t t - .-: .". _ , .; - . " RffRy + . : .:,.. 'X.'.'.V.1...-...-.%-..�/1 - ! � ., - Kj � i�:i%-.r�,-� .... SS, r �.� t; ..,.. .. � T- ! t.'. , . _ t , , I - -.1 +.--. 1_ ..4,..,. i . i _1 11'. _.1,_ ... ... __1 - ,j N6f§HOWN ON SURVEY. " ,- I i d. " 1, ; , 1 4, '. �,._ li��i��ii��i�'11 I . : IE=415.8 _�!_T I I . . . � � ,..--t I i .1 . - r_ i CONTRACTOR SHALL .:..%. ' ': - .-11--*.----.-.---------:-1 A ! .. .... . ..: .. .......... r -, - I ; 11, � -1--. i " : __ -----i � 11, z . . i.. I ......... 4.. EXISTING 8" W/M '_'� C. 0. (6 ") . _, i, %, I ; j I �,ii�.... V.....: ....... I ..--. 2 +1 I :! Z I ,0 .r.: . ... ..... :.. ,�-_-� j i ; � I i t � I ? VERIFY LOCATION a - . -...-.-.-.-.-.-,..-.-T � ( 1. I i z - . '..'.*.V.1.'.1.*.1.1.1 , TO BE VERIFIED BY . I 1, � 1. :.'.� :':!, �-",f:�:.':�:�:�:�:�:::::::::�- ,. I ". .: . . - , i ��4 IE=415.62 ,, I . ., . .. ......., 1. 'il .1 _ , � i I - A I :�-' .*1 ..... *...'............ � PAVING LEGEND: z I . I I :.:4:."...:.1.:1 1, . -.-, I q. _., i 1: 18 � .% . ., ,.i .... v:i�- � . .�,.*:.,: .. . . _,__ ,&i"." ` � i r, I- I ,% :�:�:�:�:�:�:�:�: 1. 1i � i �' 'i .1 I sm 1 :,) NEW APRON AT EX. I 1. *.:.w.,.,.*1 .... ; ,_ I , I - � I . *. :,, - .::.--.-:. .4.", i __ '. .:. . .. I'�,� . :-z".."......., I i - - . * : �.,�-.-,,.,��:�:�:�:�:�:�:�:�- I . � X I I '.. .. .... . I < , " ,- -+"!� . 11 . I .". F . :,-. -1 ......... _ % 1 i it 4 -, Z.......... �:.-Z. i i DRIVEWAY , .�,::,.,. :E."* :11 I : 41 . .. 1. s'J_J� - _> � I...",%,.".......... J - .... 4 ...... i , .: �: r �,!;_�, ... `��j��i�i�� i 2-Y2; WATER METER , " :1 � -..::,-. k- i ".,.. �jj �` . i .%,. :. : , I I " 1. '. *.'.%1.1 I ....... .. ; . , , . � : r .., .... . " ....4 ......... ;. . .. . - , . .1 , I i - � , . -F-.*-:...: ........ � . ,,--. I ...'. � . i 4 I ... : .... , -.;.: i , *:: .: .: .�% - (�) I . .* ., .... . I ONDS 14, -! rQFW DAX/CkAC 2 .. . '.:.�'.. .:1_:..,:.,.,.1.*.1.1.1.1.. 4 ." %.. . , 0", § .... f��.-��:�: I PER CITY OF EDM rnm CURB TO BE PAINTED YELLOW & STENCELED FOR "NO PARKING" 2-1/2" TEE � I � STANDARD DUT ��5 (TYR.) GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 Inch = 20 ft. i i , . .. - I ; � I -�:�:�:�:�:.*:.":�:.,:�:�:..,:., � � 4 11 I I i i '. - -�. .1 ; � i ._-, ,-.--� ... I ." .. +. . I i . ,s� I CURB TO BE PAINTED � 41 �_',:, _1_ " : '* ....... � : _____ 0 T i .1. I .. � I I _1 :, .. � :,:1.......................... I ; C-5 � , - '' ��17 * ............. , '' i il ;, E .............. I - � 4 1. i � --,-,.:::-:+:.:-:-:-:.:: C\1 � , *:*,*", '%"*.*' I P . RED AND STENCILED .-,nl .., I %.::.i.., It .......... ! � i A I -:.v ........... r/j, ; 1-2"x8"TAPPING TEE � , . ." � : , _- + .� . I 'elill , - ,,, �%z�:.:..:.:..............+ I i .....; -, - � STD. DUTY PAVEMENT I 11'. �. �fll', .... I I.. i . . . .11 .. . . . -... -1 -.1, i I _i K ..:;.:-:.:-:.:-:-.... z I i.___ ."'...1.111+1 11. I.-..-,.--- 11. -\--_",!- .�: ". � t FOR "NO PARKING" i __�,.�.", i . IS -P. - " '. ". � ; .:��_ . . - � �-'__ii'i':�:�:�:�:�.: ... I I , L , :. .:-: I - I . i i , , � , _i��:� ..i�:�:�:�:� ...... I � . ,?,�...'..! : " .. �i -5 _. �x` '�. -.1..'.. � . _1 I V...., 1. - j :!:_..,:.:.1.-.-.. . .-; t c , wmm-- r:jiimii -V ] _,_� ,I . , G I ; . I.--4im=-,- , , ..., I if I r - - * ��u" �: ��i 1 V"IfIt"', r i__-,,�?' ,:- I I 1; J fi_1 I i .' . ". h t : , .- i . 1,'. .. _ - I j f X" i �_,, I , __� .- " ;11: ': I k � t i ; 4 4d 1. �1. ". � ENT :1 '�: , I REVISION DESCRIPTION PAVING NOTES: 1 - DIMENSIONS SHOWN REFER TO FACE OF CURB, BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING. 2. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED IN ACCORDANCE NTH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. CONTRACTOR TO COORDINATE AND INSTALL AS PART. OF THIS CONTRACT. 3. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS SHOWN OTHERWISE. 5. CONCRETE SIDEWALK SHALL BE 4" THICK PCC OVER 6" M FINISH UNLESS OTHERWIS�. NOTED. UTILITY NOTES: 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS HITECTS,AIA, NK, STEADMAN, Se ASSOCIATES, P.S. DATED DECEMBER, 1996. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SITE APPURTENANCES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. CONTRACTOR SHALL PROVIDE AND INSTALL A SEPARATE METER AND SERVICE CONNECTION FOR THE IRRIGATION SERVICE LINE IN ACCORDANCE WITH CITY OF EDMONDS REQUIREMENTS. 't. CITY 4. PAN! A#"R SHALL SUPPLY & INSTALL 211 WATER METER WHICH CONFORMS- ..... 1-11 TO CITY OF EDMONDS SPECIFICATIONS. CONTRACTOR TO CONSTRUCT 2" AND 1" DOMESTIC COPPER SERVICES. CONTRACTOR TO SUPPLY & INSTALL VAULT WHICH CONFORMS TO CITY OF EDMONDS SPECIFICATIONS. RDINATE INSTALLATION OF ALL WORK WITH THE - CITY OF EDMONDS. 5. FOR SANITARY SEWER TRENCHING & BACKFILL PER CITY OF EDMONDS STANDARDS. 1 6. PROJECT TO RECEIVE POWER FROM PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO PROVIDE BEDDING BAC.KFILL AND CONDUIT FOR . EXTENSION OF POWER FROM SERVICE TO BUILDING. CONTRACTOR TO COORDINATE POWER INSTALLATION WITH SNOHOMISH COUNTY P.U.D No. 1. 7. CONTRACTOR SHALL COORDINATE ALL WORK NECESSARY Tin ppnvirw - -� ? t .. �. - I I /t - �i =i i z . "' - (D I/ I , � 48" SS MH LI'L......,..,%,...�..'..*,.I.,*,.";...*�I CONCRETE SIDEWALK GAS SERVICE TO THIS PROJECT. CONTACT PUGET SOUND ENERGY SERVICES. � I -, , " __ I " ,.ii:" : ."", I. \, . ! __. �. .- _'.4) 1 i I 39L - 6" SS -1 � '.._1 ir,',� Ll_: i IE=410.15 (S) �CJ-5 _1 I . " i; �' @ 1 0% .., " 1 4 5 LF0;'8 1 q q 0 9 r� - � CHANNELIZE TO 8. CONTRACTOR SHALL COORDINATE RAISE ALL DISTURBED MANHOLES AND .i I . _......... zz "I .., �:.. - - i /� r ."�___, I -!!k .....I.I.......'........._.". . 1,; * - - . 11 I/ , .,..,.*.,:.*.,:.,.* ,:.,. I,, LOW SOUTH CONCRETE EXTRUDED CURB (D CLEANOUTS TO GRADE. - ,- . . .,:.,.%,.,.,:::.-� I , 1 .',�.. .. ..::::" . ! ,,:;' , .. .. ..:,.1.111*1 . IE=410.25 (W) * . ...* ... ........ i i ,� 1z , I I _T' IN A L 11 - 6" C.O. . ... .............. I i . .....: .... - . , - 1�� i.r. I I*.,: .. .... :.: �__ � I 1 9. ALL MANHOLES AND CLEANOUTS ARE TO HAVE LOCKING CI LIDS PER CITY OF ' .. : - ...'.."... - .. . ..... - .., � ... , .,. ... :.. .... . .A... ..... I %,:.... i I i ��,�,I�',." IE = 413.00 11 I ... ....... __ � - - i 1F..'. . . ... ____ - I . . - -_ � . ..,:.,.*.*.�:.:.: v.".-A .. . I., . . . . . . . I ..... , 1. ,,::..... :...:..J, . . -11 __ i HIGH TRAFFIC LOAD DRIVE - - - - - - - - - - SAWCUT S. ... I I . . _ '."', . , . . .. 1._",��'-Ii- I . V4 ;.o i . � . .... �� : - . , ... . . _ .. .. ... :.�:�:�:t 1 .. . . , ... ,--i"�17.: ; . :-- . I.................... . , , , � * ...'.. . ... - ! m . WAY PER CITY OF EDMONDS * I I , I I .. . * :: . -.... 1. .-_�, ) I - ..:. , d :- :,` I ": � ' .'! , :-,'---.: - 1 " DOV. �� 1 F I :,.. ; .%. - ... %. . ,..,.:.. . i . . ... 1. . '. V I'll, i ."', * I '.... . ..j.,.*.*.,.,.,.. ...: VLI 6' S i . .. '...* I _: .. . , " 10. THE CONTRACTOR SHALL COORDINATE NTH PUGET SOUND ENERGY SERVICES .. I _ I .. :::: i - .-I.. 6 " U. U. .:..,:_.�, .. - I ... ...., I-, __; : .. ...... 1:1�-:-: .... :�:..'.' I �TANDARDS. SHEET C-5; - ' �--�-' I �� 1,; . , * * ��... - ; . ' %, SS E ERVICE - � ._� - .... : .'.*.*.'.'��: .... I f , !, ; ',:, �, @'5. .%,�, " i .""', " i WORK IN THE AREA ..;"*: @ 5.07o � ... I , � .. :-'f.'.'.'.*.,.,:.*.1.-.-.....- ! I IE=414.96 1 DOM' , I "�: I.., I SS E N TR Y,,,, I �. I . ::"� ... * .... *"** DETAIL 6. 1 . .. . , 1*11*11 ....... I YT THE EXISTING 12" GAS UNE IN 72ND AVENUE W. .,:. m, ` . � , .J............. ....... � � ""', ! .. -,: ......... . \\ �NOOT SHOWN ON SURVE 4.. SERVIC .- ; .. . . ; * :: .1 .............. ! ASPHALT REMOVAL & REPLACEMENT i .� .............. a � . ... ..:...... � .. I IE:�F,413.21: , '. .1 LL�m ... 11 --I -11 ....... .... .i. , . ;; i :--.�,:-.- i , .� 7 1,:! i p �Z�- - , .,:,::: i . � BUILDING C 51..:., BUILLAN . ' ' - l... ...!::::::::::::::: � � I .. .. .. .. .. i,,z I ,...:.'..V.,.,.,.....1 , i. � I .. .....1. .... CONNECT TO EX. 11. THE CONTRACTOR SHALL COORDINATE NTH THE CABLE PROVIDER TO i? ;, . I... .... ............ ., I � !'.;; t i , : . :. I �-:i , .. V w..".,. . .. �. I I I � '. , . r_... - ... .. � 3 UNIT TOWNHOME 1. 3 UNIT TOWNHOME ; I I '. ... I ; :.,.-.-.-: . .. . - . . .. - ., . . ; __j . . ..Zj,-^�� ,�-- . ... * ** I .�.. ;,..:. ".,:.. . .,. ... - ... 1i .. . . . 4" GAS BY PUGET ... INSTALL SERVICES il .1 . . . . .... : '" . � I �_ i : :,; ..... :. . I i . J - ---: .. 2 STORIES GAS METER ". .. 2 STORIES 4 . . . [.:.-..' :77 NEW ASPHALT ROADWAY ��s 1 I.... i.. i . � " - i -,.,.' 1 1:.)i.1;.1 I , . � T'.��:�:.*:.'-i:�:�.:. . . i SOUND ENERGY. DO . I I , Pf ; t % . .. . I I I.: I � ", i I I - , i .�ji�l,q, ;!-,-..'-%,,,p, . .it 5 PARKING STALLS (TYR ) 5 PARKING S TA i L�" . '.. � 12. AH ON -SITE SEWER AND WATER IS PRIVATE. .1 : L I. 1v ,,, .� .�`` :-,.::::::::::::::!::.,�::.::::�: .. i I �_T. I 1 � I " I . rp, i � � I I -�, : .... :..� - i NOT DISTURB EX. .. . . , .: " ";,:.,.,..........I ...... .1 i i �i�; . . 11'. � i %.....� I , " I I I i I �...:..._ ::�:�:�::�) ., � : � i i .. -7-1 j ; 12" GAS MAIN. I I - .- , . e -z . I ... . '. I s --,---- ,� � y 1. � :"', �:i:::��:�� CURB & � I 11 I . "... -1 .-.,---..;;, 11 ............... w GUTTER : I � , ! _ 'C", , � . I ".1 - � ,%, I—.. - ; . __ ... - i, ., , "', I. 1 ,:�5 .. ' '�) I . � i i "' � � i , r: , ;11 %.- . "'��.�� , 4! , 11 ...��' ,,'a _ C E TO CONTRACTOR I , i I i _ . .� 1, I , . 1 .. ... ... 1_,:�;.- , __i .. I.;.-, � , . \ C.O. ;11� I i;.��i 1-1.1 , -1 I :: �";"�� ; THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT - � / , ,:* � i 11 _- I - .. . . * . - , � �; , � i ... -al. . i, .�I� 1.'J,�. 1. 1, .� I ,,, - - ., � ,_ --.. --- ---- : '.' � (_1 K, . � - I.- IE=411.42 _...- !, . I - I . J,!, �� " N11 ... ", � I ,� ". _, , _ - - �1 � 11. � bKohm"m bi! i !* , � ;." .) ,:, , , .i. .*:.%� � .1 .. I . am= � 1. v_ - _ � ".F,__ ( 1. -.�.�-.�'�j ��,,��--------------.- -i � HE LOCATION AND/OR ELEVATION OF EXISTING 11111-1-, 11111=.--.- -.-... I � . I . -_ . , __�. __ . �,� _ ...� I.... .,.,.,.,: . i'l . I ��_ . ... .., .� I \�71't -.- .1 . ..... , � I I . ,��v ,. .... ,. 7', ; , ,�_ ,_E.1. I i . 4'. ., i .11, . I _� ', .1 _f.: -:_..._. I � I i I',- 1 1 MAIL KIOSK FOR � . . , . . . .. UTILITIES AS SHOWN ON THESE PLANS IS BASED , i ,., "t ... � 1. I .Ir i,�, . . . I; . � . 1- t '� � . -1 , i .1, � . .... i ...... ! ... � il... I � . I : � . - BLDGS B,..,C & D - , , , * � . . . ,� � k"i" I �r, � I T w ' i I � - , , . 't'! _,_.1.'. :A, . j �, - ., .. ARIOUS UTILITY COMPANIES ,'�:, 0� " �-,' ::, SS MH 1 i _ ., w_ I i Wlkibi ,!��_:, �; , ": ., ;, � � t t _,,-� � I i i � t.;�;_ .. , 'i-j ; �� r 1 �,!�' H �� AS AP 9,.,. ; I, . I - :1 �,,:- � t 1" �. _1 ; . - , ., i i � - .11-. -6-UILT INFORMATION. THE - &-r '! t ! .� ! i . t ,;i,,� �, ,;: AND AVAILABLE AS _;;�,� r .; : RIM = 418.0 C 4 .1 ! 5 f .1 . z ( 1: i i ; EDMONDS POSTMASTE R; ' INFORMATION IS NOT TO BE RELIED ON AS I . ON -STREET PARKING I *; .':; ' I i r ... I I i . , IE = 414.02 (E) 6' ASPHALT 1 ' ' . �;l Qf�, �- i , �.� �il:, - . A . , .-�`:��; t.�, �-�,. ? I "I i`.�. .,.-.- __ __ _!'... .. �i-,! � BEING EXACT OR COMPLETE. T ` 1 11 .... . ... I."...."---... .. .- 1"WO � - TO BE STRIPED & ; � 11, : �� I � I :w, �. .1111. . __- �P.?.;',!...-;. , ; t..�,, ,�,, ,F� : .. . 1, iHE CONTRACTOR I . , . - . � '��, _f,l , . 1-1 r : !,�rlifr �.. r. ,:7ii *." : IE = 414.12 (NW) TRANSITION '. . : i i:!� - . ; .,.: .,.:,: �.'p_ . I �.. 1 � , , : 11. f., , �,�i�,-.. . .1 -----. ___ MUST CALL THE,APPROPRIATE UTILITY COMPANY AT , I .1 . : .- ; : . : J'�'i' :-- ;..;'I 41. �fj� L.'!"i'L 0*1!6 LEAST 48 HOURS BEFORE ANY EXCAVATION TO I .,- I -Li N.� . �. I .; OURS GRADE � .- � , �, !'� 1 .j` .1 .'v& L'& P,--; & '% V *m 1) F 0 IE = 414.12 (SW) SIGNED PER CITY OF TO EXISTING ';' i � �Dj)" i'li-Y, . .1 w : 101 - I .;"�; _: " 0"_ ,., . "! " - a , , . EDMONDS STANDARDS i..' � - �: :_ r.__ -1. -, . 1 ,".1-., Appi, .,,,,* m . 11'' :%F- ,�'. .i i i , N., .1 REQUEST EXACT FIELD LOCATION OF UTILITIES, IT 14" .. � _!.- I" i .-, :Fo , ", A 7 ,,, on't I BEFORE YOU DIG . i -v ��, �-, lf'%%l SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR - , Q "' " '3 U I 1; N --j A. CTI i vom 1 -1800-424-5555 ; ! I TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT : . 9 Em 11111 . 0,ATE:__4.t_-1j0 ,j . I . . . ! - _Zjq�__ I WITH THE PROPOSED IMPROVEMENTS SHOWN ON . i THESEPLANS. I � . el , t L I - I - __ __ ______ - __ .. I ITY 1-7NIG21NEFF1 _: . � - - - .. " --. --- . -I-------- _� I - II DESIGNED BY: I IqqI IF nATF_-1 vffi--4 I? -40- I I A /_ - I- f __ -.r - ff I &-� 2 I - - � - - __ __ mrr /U/UU - BUILDING 'A' REDESIGN vil I 10/28/97 - � far "A - - /_ ,It- 12/12/97 DRAWN BY: "I ---, C�� - , 1 CITY COMMENTS � BF -_ PROJECT NO. L 8/4/97 - - I PERMIT SUBMITTAL CHECKED BY: JRG 977711 .4, 1111h 3 519 01- IST - - . I ORAL - 1w Irly" V_ . -".--,��-.-,�.--�,.-,�,�",--,��-�,-..�', � " .- 11 11.11., 1 1.11 I 1 - , - � - , ,, ,,,, - ,,, ..... .. � ... � .- -. I . . ..... .. __.-I-111. I-. . "I .. .... _____- _ ;_ ''I-1-1-, 111 I—— 1 . TIRES JULY 7, IN 1 " I ...'' 111__11_.__ . 1 , 1 11 - - I TA Ur.-w &:T A I I 8 I " I A I A = ASA_ I a ra = = r-T_4JTm-7-m1 - - -- - - - - -0 - - - - �%-1619 A %.* A6.0' %.o UY,115 1 if __ ; . IL NIUR AS . I i ! Planning & Engineering TURNBERRY LANE CONDOMIN M ; ! 9709 ThirdAvenue N.E. i ,. Suite 203 : ! Seaftle 7 WASHUNI'GTON ! ., WA 98115 UTILITY AND PAVING PLAN C-2 1 (206) 522-9510 FAX (206) 522-8344 i '_ I I- - - --I ; , __ � r I/ . . I ,- "I'll."'-, ...... 11111.1 ,�,�,-�.",-��,.�-��-,�-�"-�-�l,--� ... ___'__s___ 1_1__.__11_1-_ �11-111-�l"...,.��,.�,-��,,�-.-,�.-"-.%,-,-,:,-�-�:.-,-�"%,-,-"�'ll-l�t.-,"-.:��,�-".-�,t�-�"..-"-,-�11-11. _..__...__ 1 . .I.- .. 11, I 1, "I -__._-.. - _', __ I-— 1. I . -.1.- _-__1.1__,_____. - 11 . . . � 1, I . . I I . I #3 BAR EA.CORI #3 BAI EA.SIDI #3 c* M. VVm I FRAME AND GRATE — (INSTALL W/ FLANGE DOWN OR CASTINTO RISER) PRECAST BASE SECTION NT AT THE -- BASE) 1-0 BA PICAL KNOCKOUT � MIN WALL THICKNI 2—#3 BA PROVIDE 18" MINIMUM DEPTH COMPACTED GRAVEL BACKFILL FOR PILE BEDDING BELOW CATCH BASINS TYPE I CATCH BASIN DETAIL 6" RISER SECTION 12" RISER SECTION FRAME & GRATE I ,— RISER OR ADJUSTMENT SECTION I I I - I ><A I >< c,0 < —HANDHOLDS co FLAT SLAB COVER 20",(24$p OR STEPS & LADDER 24" DIA. >< CD 48" UNLESS PRECAST BASE w T7 DTHERWISE NOTED. c W/ INTEGRAL RISER REINFORCING STEEL (FOR PRECAST BASE W/ INTEGRAL RISER) 77 0.15 SQ. IN./FT. IN EACH WAY FOR 48"DIA c:l c� 0.19 SQ. IN./FT. IN EACH WAY FOR 54"DIA MORTAR FILLET '0 4A COMPACTED GRAVEL BACKFILL FOR PIPE "K— -A BEDDING, 6" MIN COMPACTED DEPTH. FOR CID PRECASTBASES ONLY. 611 1-0 00 FOR SEPARATE CAST IN PLACE ONLY SEPARATE CASTIN PLACE OR SEPARATEPRECASTBASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) "0" RING 0.23 SQ. IN./FT. IN EACH DIRECTION FOR 48"DIA 0.19 SQ. INJIFT. IN EACH DIRECTION FOR 54"DIA PRECAST BASE JOINT TYPE 11 CATCH BASIN rn-"� SOLID COVER RIM EL 418.0' 2 � TYPE 2, 54" 0 C— CATCH BASIN STEPS OR LADDER GASKET (TYP.) SHEAR GATE 36"0 IN IE = 411.80 SLEEVE COUPLING NON —SHRINK GROUT WELDED STEEL PLATE W/ 2.35" DIA. ORIFICE (#l) TOP OF RISER 416.8 2—GALV.STEEL STRAPS 2.35" DIA. ORIFICE (#2) EL = 414.50 2.=31 (WITH DOWN —TURNED ELBOW) 18" RISER "M AX "MIN. 12"MAX. 13?M I N 12"0 OUT IE OUT 411.80 FLEXIBLE ADAPTER c-, COUPLING 2—GALV.STEEL STRAPS (TOP -�r fl AND BOTTOM) 1 54" 0 FLOW CONTROL STRUCTURE NTS NTS SCALE 1"=2' COVER No. 64-2-342P 1,200 lbs. 6*-8' -7 ------ '7 - - - - - - — - I --- - - - - - - - - - - - - -- - I --- - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - 7- - - - - - - - - - - - - -- - - - OUTLET PIPE WITH SAMPLING TEE BY OTHERS FiBERGLASS HOLD-DOWN CHANNEL PASE MEW Y 000 No. 660-CPS 6.300 lbs. 6 OUTLET WEiR INET PIPE WITH ELBOW OIL RETAINING BAFFLE By OTHERS A�l 5*-6' COALESING MEDIA - INLET WEIR OIL/WATER SEPARTATOR NTS NO. DATE BY REVISION DESCRIPTION 10/28/97 CITY COMMENTS 8/4/97 PERMIT SUBMITTAL DESIGNED BY: ISSUE DATE: WFIF DRAWN BY: 10/28/97 BF PROJECT NO. CHECKED BY: I JRG 977711 --y4wv127 10 32519 ISTO IONAL -W trlrvm NP co IE=415.6 SCALE: 1"=40' co IE=415.8 CID IE=415.9 I I co IE=417.25 AprmwVED FOR CONSTRUCTION" CATY Washinaton Land Design Planni�n.'g & Engineering 11 A L A TURNBERRY LANE CONDOMINUIVIS 9709 Third Avenue ME ' Suite 203 EDMONDS, WASHINGTON DRAINAGE DETAILS C-3 Seattle ., WA 98115 (206) 522-9510 FAX (206) 522-8344 RING & COVER WITH LOCKING LID NOTE: FURNISH PRECAST SECTIONS WITH KNOCKOUTS FOR PIPE PENETRATIONS. KNOCKOUTS SHALL HAVE 2" MIN WALL THICKNESS AND KNOCKOUT DIAMETER SHALL EQUAL PIPE OUTSIDE DIA. PLUS MANHOLE WALL THICKNESS. "0" RING PRECAST BASE JOINT REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ. IN./FT. IN EACH DIRECTION L NO. DATE 10/28/97 8/4/97-- MORTAR FILLET nn 114URLIL lmllubl JUK � I TF) SEE C-5 FOR PAVEMENT SECTIONS >< =:�=PORTLAND CEMENT CONCRETE >< z: A r (3000 PSI COMPRESSIVE STRENGTH) C.0 ADJUSTMENT SECTION C14, (LEVELING BRICKS OR CD 2411 GRADE RINGS OPTIONAL) HANDHOLDS PRECAST CONE (ECCENTRIC UNLESS OTHERWISE SPECIFIED) A PRECAST CONC. RISER SECTION(S) RAM—NER FLEXIBLE GASKET OR 611 MORTAR JOINTS AS APPROVED BY ENGINEER 4R'f MIN SLOPE = 1/2"/FT (TYP) A.- CONSTUCT IN FIELD CHANNEL & SHELF TO THE CROWN OF THE PIPE PRECAST BASE W/ INTEGRAL RISER REINFORCING STEEL .(FOR PRECAST BASE W/ INTEGRAL RISER) r 0.15 SQ. IN./FT. IN EACH DIRECTION 00 FOR PRECAST BASE ONLY: 6" MIN. COMPACTED DEPTH GRAVEL BACKFILL M f6 IN 1 0 (WSDOT STD. SPEC. 9-03.16) SEPARATE CASTIN PLACE OR SEPARATE PRECAST BASE STANDARD MANHOLE SANITARY SEWER MANHOLE DETAIL 90 0 BEND CAP TEE 45 0 BEND D 22 1 /2 0 BEND 4 2-3/411 DIA. RODS FOR 10" SIZE & SMALLER [C2 _ 1" DIA. RODS LARGER THAN 10" SIZE OAT RODS WITH ASPHALT X X GATE VALVE THRUST BLOCK - TABLE MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE SIZE A B C D 4 10 3 2 2 1 NONE NONE 61' 6 4 3 2 1 NONE 8 11 8 6 3 2 3 10" 16 11 9 5 3 4 12" 24 17 13 7 4 5 14" 33 23 18 9 5 7 16" 23 23 17 9 5 10 NOTES 1. THRUST BLOCKS SHALL BE CAST IN PLACE CEMENT CONCRETE WITH MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3000 PSI 2. THRUST BLOCKS SHALL BEAR AGAINST FITTINGS ONLY AND BE CLEAR OF JOINTS THRUST BLOCK NTS BY REVISION DESCRIPTION CITY COMMENTS PERMIT SUBMITTAL DESIGNED BY: ISSUE DATE: WFF . 1 10/28/97 DRAWN BY. BF PROJECT NO. CHECKED BY: JRG 977711 32619 1w STEPS SHALL BE INSTALLED ADJACENT TO INFLOW LINES INFLOW PIPE SHALL EXTEND 4" TO 9" INSIDE THE MH. OUTFLOW PIPE SHALL BE FLUSH WITH INSIDE OF MH. NOTE: 0.10 DROP IN ALL CHANNELS ACROSS ALL MANHOLES j/2" 1/8" RAISE 1/2 1) WIDE BORDER CAST IRON RING & COVER NOTE: LOCKING LID REQUIRED Washington Land Design Planning & Engineering 9709 Third Avenue N. E., Suite 203 Seattle, WA 98115 (206) 522-9510 FAX (206) 522-8344 3/4" SQUARES SPACED — 3/4" AS INDICATED — HT. 1/8" 4" MIN. GRADE FIBRE JOINT PACKING 45- (1/8") BEND PVC SEWER PIPE CLEANOUT DET NTS I 2 1-011 1 1/2" CLASS "G" ASPHALT 211 0 CLASS "B" CEMENT CONIC. COLLAR CEMENT CONIC. BEDDING ---- -— ----- PLUG TO BE SEALED IN SAME 7; MANNER AS MAIN SEWER JOINTS 1 CEMENT CONC. BEDDING VERTICAL ORIENT 5 1/2" PORT TOWARD DRIVE OR AS RAKE RAKE @ 1/4" PER FT. DIRECTED BY FIRE DEPARTMENT 2 1/2" NST NO ZZLES FIRE HYDRANT PER AWWA C502 361' MIN. 24" co 1/8 CU. YD. CEMENT 2" MIN. CONCRETE 36 x36"x4" 3 1/2 CU-YD. GRAVEL ------ BACKFILL FOR DRAINS WSDOT STD. SPEC.D 9-03.12(14) Lj Of HYD. CONNECTION Lo < MECHANICAL JOINT m 00 00 0 100 0 00 00 0 0 00 0 THRUST BLOCK AREA 00 . . . . . . 1/4 CU. YD. CLASS 3000 .... CONCRETE HYDRANT DRAIN SHALL NOT BE COVERED k.. 16"xl6"x4" CONC. BLOCK PIPE BEDDING UNDISTURBE D MATERIAL q 11111 Ain 17, 1 � 0 . p 0 . ... k in EDMONDS, WASHINGTON FACE OFCURB 2.5' MIN. 2-3/4" STEEL SHACKEL RODS VALVE BOX 6" GATE VALVE (FLxMJ) THRUST BLOCK TEE W/ 6 of OUTLET APP-pie CONSTRUCTIO,vq V Ciry ENGINEEF1 VANITARY SEWER AND WATER DETAILS C-4 [7— Expnw MY 7, CLASS 'B' ASPHALT CONCRETE WEARING COURSE (WSDOT STD SPEC 5-04.2) r cli .,=') ..Q: .: 00 - ' P .. :. ' ". . . v -0 :0\6�:60- 0. o -"\CLASS 'B' ASPHALT CONCRETE LEVELING COURSE(WSDOT STD SPEC 5-04.2) CRUSHED SURFACING TOP COURSE(WSDOT STD SPEC 9-03.10) COMPACTED SUBGRADE CRUSHED SURFACING BASE COURSE(WSDOT STD SPEC 9-03.9(3) STANDARD DUTY PAVEMENT NTS PAVEMENT WIDTH 1 "R 1 BATTER 1AT TERJ 1/2"R 1 R T 0.05 LFT. FT. CD V-6)) CONCRETE CURB AND GUTTER SECTION NTS 5 1 ACP DMEMY' LM AEC Nil a 1j;T-'-KT!tkj' a m,:,* MOMETF40 vezvy RAMP (7t VVIM SAWLrK) 180 IMNSMON CTyp) 12' P24 bUTTER SECMN HIGH TRAFFIC LOAD DRIVEWAY ACCESS SCALE: NTS NO. DATE BY REVISION DESCRIPTION 10/28/97 CITY COMMENTS 8/4/97 PERMIT SUBMITTAL W6 @ 6" O.C. WELDED WIRE FABRIC - 0--oo (j6.: .0 0- ..:60 COMPACTED SUBGRADE PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD. SPEC. 5.05) CRUSHED SURFACING BASE COURSE (WSDOT STI) SPEC 9-03.9(3) TYPICAL SECTION CONCRETE PAVEMENT DESIGNED BY: ISSUE DATE: WFF 10/28/97 DRAWN BY: PROJECT NO. 977711 BF CHECKED BY: JRG vXw rm 2 51 )519 9 v's )NAL Im 9 4.5 1 PAVEMENT NOTES: 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBASE PROMDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS 5" THICK—/ CONCRETE PER CITY OF EDMONDS REQUIREMENTS 5' SIDEWALK 18" CURB & GUTTER -10. 5' PROPOSED WIDENING 2% 5 1/2" PAVEMENT EXTRUDED CONCRETE CURB 18" REBAR STAKED AT 20 FT ON CENTER (TYP.) r.nmlr.RFTF FYTRI 11)Fn r.1 IRR 1' SAWCUT AND MATCH 2" A.C.P. PAVEMENT 2" AGG. LEVELING COURSE 4" AGG. BASE COURSE APPROVED SUBBASE 98% COMPACTION (ASTM 698) ROAD SECTION SCALE: 1" 2' 8.5'± EXISTING ROADWAY EXISTING EDGE OF PAVEMENT 1 2% Washington Land Design Planning & Engineering I 1 L AS� TURNBERRY LANE CONDOMINIUM 9709 ThirdAvenue N.E., Suite203 EDMONDS, WASHINGTON PAVING DETAILS c-5 Seattle, WA 98115 (206) 522-9510 FAX (206) 522-8344 . ......... w CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND AVAILABLE AS -BUILT INFORMATION. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NOTES: 1. CONTRACTOR TO REPAIR EXISTING PAVEMENT, DRIVEWAYS, OR OTHER PROPERTY DISTURBED DURING THE COURSE OF CONSTRUCTION. 2. CONTRACTOR TO VERIFY ALL EX. UTILITIES AND IMPROVEMENTS IN FIELD PRIOR TO ANY EXCAVATION. 3. COORIDATE ALL CONSTRUCTION NTH THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. 4. THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY SERVICES TO WORK IN THE AREA OF THE EXISTING 12" GAS LINE IN 72ND AVIENUE W. (NOT SHOWN ON SURVEY) PROPOSED LEGEND: TYPE I CATCH BASIN C- Q3 TYPE 11 CATCH BASIN STORM DRAIN PIPE EXISTING LEGEND: m 'A 1 k i R?" I I i 'j k I.. f", IF i i ;I I L V!,, 'J j:. H I k1k Is] M I kyj SEWER MANHOLE #4, L.I.D. #206, SHEET 5 OF 7 FILE 1.990 RIM ELEV. = 419.73' ELEV. = N'LY INVERT = 408.57 ELEV. = SLY INVERT = 408.47 N 0. DATE B Y REVISION DESCRIPTION 12/19/97 CENTERLINE SURVEY 12/15/97 CITY COMMENTS 10/28/97 CITY COMMENTS 8/4/97 PERMIT SUBMITTAL ....... 0�!oo 422 420 418 416 414 412 410 w; 406 404 402 400 M] o I- 6.0-A — --------- EXISTING CURB 72ND AVEWEDGE OF PAVEMENT 0+50 1+00 1+50 EDGE OF PAVEMENT SD EXISTING CB RIM 407.93 1E 401.50 P 0-1 C) C%4 r1i C14 C) m c) C:) F-= Mi C) Of cn AMINTA11i SCALE: 1"=20' C/) C) C) m CD cf) m ZE SEE SHEET C-1 FOR ON —SITE STORM DRAINAGE INFORMATION . ... .... . .. ............. SAWCUT_ANV(7��) PAVEMENT! .... .. .. ...... 13+31.24 2+50 TYPE 11 CB 3+00 2+00 RIM = 420.3± 1 E = 411.5 12" SD 71 >< TYPE 11 CB z RIM = MATCH EXIST19 EASTERN EDGE OF i!� (417.5±) )> CB GRATE 20' EAST OF EX. 'n IE 408.4 CENTERLINE TO ACCOMEDATE FUTURE ROAD IMPROVEMENTS 0 :��E C:) m C) ct- C) C)f LLJ :�E - c-) (J-) W Of C) C/) LL _j F-- C14 F— Lj_j C) V) CD M Lf-) in r--: L�j cn L1_ (D + W � (7) -4- C)o m Ln Lri Ld C/ C'4 U� + :< LLJ r4-) cn U-) C-T t-Li + m C) C.0 L.LJ >< f I Uj LL, C L F5 E C—) m a: Lij EX _nNG (RADE @ EVATERLINE-\ 1.00 L --- i 00 qo . . . . . . . . . . . c 0+00 0+50 1+00 1+50 72ND AVE W PROFILE DESIGNED BY: ISSUE DATE: WFF DRAWN BY: 10/28/97 BF PROJECT NO. CHE KED BY: JRG 977711 2+00 2+50 SCALE: H: 1"=20' V: 1"=2' 3+00 3�50 Washinaton Land Desi'jzn Planning & Engineenng TURNBERRY LANE CONDOMAINIUMS 11 A 72ND AVE. W. STORM DRAINAGE 9709 Third Avenue N. E, Suite 203 Seattle, WA 98115 11 A EDMONDS, WASHINGTON EXTENTION PLAN C-6 (206) 522-9510 FAX (206) 522-8344 ME 10110 422 420 418 416 414 412 410 m 5LF 6" SS @ 5.0% — SS ENTRY----, IE=415.87 I 10 I IbIx 00 39LF 6" SS @ 1.0% 0 4�i� 30+00 F)"Pf) I L 9LrF6"7'SS, @c SS ENTRY j.U/0 IE=414.96 BUILDING C 10+00 10+50 11+00 PROFILE A NO. DATE y REVISION DESCRIPTION 4/8/98 BUILDING 'A' REDESIGN 10/28/97 CITY COMMENTS 8/4/97 PERMIT SUBMITTAL DESIGNED BY: ISSUE DATE: WFF DRAWN BY: 10/28/97 BF PROJECT NO. CHECKED BY: JRG 977711 La t 10 wel 2519 I V 091 I V 00-1 PROFILE A 145LF 8"SS @ 2.67._---uj4e 15LF 6"SS r",Pnl 6" RD�[. 40,500, TYP. SS ENTRY IE=413.21 BUILDING D, PLAN SCALE: 1"=20' 422 420 .418 416 414 412 , 41(!. 0) Ij� mz c\j 11+bu 20+00 20+50 PROFILE B SANITARY SEWER PROFILE VIEW SCALE H: 1"=-?O' V: 1 " = 2, SS;6 RIM 419.7 11+46 422 420 418 416 414 412 410 w ##CAUTION## NOTICE TO CONTRACTOR ##CAUTION## THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HRS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 1-800-424-5555 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 30+00 30+50 ,PROFILE C APPROVED FOR 4 HUG I luill (AMS i CAUTION DATE: 0 lqq.!g THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY SERVICES A �OOWORK IN THE AREA QF THE EXIS-nNG 12" GAS LINE IN 72ND AVENUE A N T SHOWN ON SURVEY) P- -%4,AIAS I Washington Land. Design Planning & Engineering L AS TURNBERRY LANE CONDOMINIUM 9709 Third Avenue N. E " Suite 203 EDMONDS, WASHINGTON UTILITY PLAN AND PROFILE C-7A Seattle, WA 98115 (206) 522-9510 FAX (206) 522-8344 f"o **CAUIION** N0110E TO CONTRACTOR **CAUTION** THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HRS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 1-800-424-5555.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NO. DATE BY REVISION DESCRIPTION 4/8/98 BUILDING 'A' REDESIGN 10/28/97 CITY COMMENTS 8/4/97 PERMIT SUBMITTAL SCALE: 1"=20' DESIGNED BY: ISSUE DATE: K. C - Washington Land Design WFF 10/28/97 WA Planning & Engineering DRAWN BY: ' z 0:) BF PROJECT NO. k -- 9709 Third Avenue ME, Suite 203 14 Cl%,% IA/A 01111 C CHECKED BY: 32519 L"'Ut 977711 IST - (206) 522-9510 FAX (206) 522-8344 JRG 1014AL -W wv�"'p 428 426 426 424 422 420 418 416 414 412 410 I ME 40+00 40+50 41+00 PROFILE D SANITARY SEWER PROFILE VIEW JUL AS TURNBERRY LANE CON"DOMIN IVI EDMONDS, WASHINGTON SCALE H: 1"=20' V: 1"=2' APPRC-4NED FOR C)ATF,---Akn'1 /,a:g CITY ENGINEU1, 9-7 UTILITY PLAN AND PROFILE J�Qm#wgl EXPIRES JULY 7, 1998 ......... . t 16 - ------ moor_ - ------- �H 2 41 21 6 I E F. NOR R, .4 1'^ 0 f BEA AT) '4,' E '(P L 4 D '7 24 D D D a A LEGE"D: LEGEND'' IN 0 8TH, SANJ I �V�Y SEWE fTYP1QAL) ATION 'ATC H El A f SPOT ELEV S TO RA I N 1-11, 425 6.9 ol- RIDGE LINE E I CATCH BASIN .6 C-3 L. F:.,P- I- i N 4 205 H 8 , I E TYPE 11 BASIN SEE. ARCK., PLARS,.,.QQR.' w 17 0. RD6 00 YARD DRAIN PC 7 E. Co M, t41? �'BUILINNG: BUILINN A -2 TRENCH DRAIN PER U" LT. CO. ILITY VAU FF 41 7.5,! 41 Z 42 4p, ING C 0 T 41. f EX V ISTJ��G rt'-) 83 E REM() ED ARE IN 6p AKI f�. I C 474 4", PVC TO S RM 420 0 1.07. 4Nr� ----AREA DRAIN AR -DRAIN 41 EA CONNECT TO CONNE%j1 c: 4 tjv(; @ 1.0% 77- 4" PVC ' N, 4 it 417.$ 1.4 417. RDL,� SD 7 -'Q 2 417,6 V. I 0 1.0%, , - / . I I - 1 .1 9 - �ff C. 0. Rr s r.rf 4 Pulk<; 77 12 IE 416.75 R UWEY' CAP ST xmPED 10 v "HSA FLS. 29'82" YARD DRAIN c.a. E' 4,16 v3.3 - - --------- - 444 .0 IMP" 1a4 BUILDING -,B 4as l4 0� Ina I A NOTESIN 1. THE DESIGN SHOWN'IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE'EXISTING' CONDITIONS. --THIS PLAN DOES NOT REPRESENT A DETAILED FIELD; SURVEY. THE *EXISTING� CONDITIONS' SHOWN ON, THIS PLAN SHEETARE BASED UPON -THE SURVEY FOR'SCHOEDERARCHITEcTs,AiA 7,PREPAREDBY'HEBRANK, STEADMAN & ASSOCI ATES, P.S.. DATED DECEMBER 1996.-.THE CONTRACTOR. -IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR- TO. BIDDING THEPROPOSED SITEWORK IMPROVEMENTS. ARLDISCOVERED,`_THE CONTRACTOR SHALL NOTIFY THE OMER PRIOR, TO ASTALLA11ON, OF ANY PORTION OF THE SITEWORK WHICH WOULD., BE - AFFECT,% 2. THE SPOT �LEVATION, INDIC ATED ON THIS PLAN REPRESENT THE DESIGN TOP-,OF�� ASOH ALT. GRADE,',UNLESS OTHERWISE INDICATED. 3. ALL UNSURrACED- AREAS ARE, TO" RECEIVE FOUR INCHES OF TOPSOIL. SEED MULCH AND WATERED UN1711 A OF, GRASS IS OBTAINED. Y STAND' 72ND AVENUE* W 418.8 HEALTH ff] SOLID LOCKING LID �Aitk R--�. STRUCTURE SCHEDULE C131, TYPE R114' IE (WT) 1 413.1 1 -417.1 .;1413.0 11 412.5 :,(4) 11 417.6 �`412.3 11 .,417.9 '412.0- 11* 418.35 411.8 '(D FLOW CNTL STR 4177,' .411,8 I 4t ..413.0' �!6.9 412.� YARD DRAIN 11. 417.2 413.5 TORY L q WOOD' FRAME T., 418 FD tj E 11 CATCH. TYPE BASIN iA_ 4185 _�TYPE 41 �7 1 ATCH BASIN I t -3` q PVC .0'm �C-V (TYP.),: V 4 7.2 J, W, FE.NCE. 0.61. N 9 m i*, 5 Ny - .4io �14 Q 6' RDL- PIPE SO- HEDUL5 PIPE DIAMETER -LENGTH (FT.) SLOPE (rT. /Ft 8* 11 -0.064 Fil 8* 88 10.005 80 i.0.005 F4� 12" 55' .0-005 101 .46 F6_� 60* 55 0.000. 12" 5 87 95 26 0.007 nil 40. 0.013 [172 ."40 0.081 F13� 6" 101 0.037 4. ALL,UAIIUH.UA�SINS AND., AREA DRAINS ARE TO'BE 'SITUATED SUCH THAT'THE OUTSIDE EDGE OF GRATE..FRAME.IS AT, TOE. OF CURB (WERE.. APPLICABLE). 5. CONTRACTOR TO - GR AM ALL, AREAS TO PRECLUDE, THE PONDING OF WATER. 6. STORM. DRAINAGE. PIPE WITH LESS THAN 2" -0" COVER SHALL BE CLASS IVl REINFORCED CONCRETf PIPE$ OR APPROVED EQUAL TO SUSTAIN H 20.,COADING', -7. ALL ONSITE-STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'St VtRIFICATON OFAANNINGS ROUGHNESS I N n= .01-2. OR LESS. ADS-N-12 IS.NOT TO BE USED. 8. -4 CATCH BASIN INLET PROTECTION EROSION CONTROL TO'BE .'USED FOR ALL NEW INLETS. 9. CONTR ACTOR TO CONNECT ROOF DRAIN LEADERS -TO PROPOSED - STORM DRAINS 'AS SHOWN. 10. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCAT BUILDING SPLAY LINE OF THE FOOTINGS. .�GRAPHK;, SCALE 6" %NK F OW CONTROL!,STRUCTURE 11. THE CONTRACTOR SHALL COORDINATE WITH PUGET, SOUND ENERGY SER' Sl*. I SIV; NOT SHOWN ON SURVEY) 416,2 FF 416,2 AREA '.GAS* LINE IN'72ND AVMUE W . 0 �WORK, IN1HE -OF THE, EXISING lf- 80 DmG.,C, 40 BUILDING, E� 7 FF, 418 2 FF 40.t* JER-� /WA K RET 1 01 cix SER,AkAtO �C o -ccs Z., Ft A CONTRACTOE' t/i - - ,CAUTION. NOIXE� I inch 20 ft. 4' 7. .4 X, THE CONTRACTOR IS SPECIFICALLY''CAUTIONE0 THAT _r Ili. z THE LOCATION 1AND/0R ELEVATION 4_ 7 UTILITIES AS S tIOWN ON THESE'PLANS' IS BASED 1 7' Y COMPIAMES: 04 RECORDS OF TK� VARI0U$,?'VnUT' ";,�v i� 'y" , I Z 'N' 1-. -1 AF 'p L Alf t 7. E �f u wc:1,1F AND �'A AS:�-BUILT, INF THE .10 BE RELIED ON AS �1 8,i.od!�, c MT� NFORMA11ON IS NOT. TO, 1 4 �A. `SHE JHE CONTRACTOR �BEING EXACT. -OR COMPLETE. T A -A 4 t IN. i4 TORY. 10 T RM UTILITY COMPANY AT 4m VW00 FRAME XTENTIONI SW -!114, 0.0.f 6,, SPEr 5 7 E I IF .,.MUST CALL THE APPROPRIATE LEAST, 48 HOURS BEFORE ANY EXCAVATION 10 ile, 4' 73' V IT. 4, p � � " jj.,� ��k, - TIoN OF� UTILITIES kr I -_Oik 4 `i4,08 37" REQUEST EXACT FIELD tocA RESPONSIBILITY-- OF THE, CONTRACTOR, BE.THE s f_ T SHALL 4 t JO, RELOCATE. -ALL EXISTING UTILITIES WHICH'CONrUCT' V., S 5 WITH THE PROPOSED IMPROVEMENTS SHOWT4 ON THESE PLANS Alwl, "'gi _2 J i J_j ,,NO. �TE .:'':,B, ......... R V1 S1 ON,' DESCRI RTI ON, 198, 'BUILDING A"REDESION, SECOW'REVIEW't 1049/9 -7 CITY 'COMMENTS' 8 7 PERMIT SUBMITTAL DESIGNED1, B Y: "ISSUE-DA TE. MT) 1 0/28/97 DRAWN ::BY: Ino PROJECT NO.' CKE, '77 - - I - - , � I . I 11 I .1 i � 11 .'� 11 . �,: . , I I I , , , , ! I I � "I - . _. , . . I . I� 1. . .,i, i l , 11 I � I � I . � . � . . . � I . I I , , , 11�, ,� `- e -,,"', I I . . . 1, I'�,. � �� ,:"-,,,, . , I . I I I . % .. 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". �, ... I , , , ,r ,- to , I ! I ,E�� RS9 7171 ,I 1. " i,,:� "' 'I*,.,, , . . ,� �, . � I , , , ", � " Y ; , f I 11 .- -- i� I , � � . - , - 1. I � I , . . � . . " .� I � � I t _ ,,A�,-', :-,--�-�,;i, , - j, - 1!�, , I , I � 1� - ". I , - I . .1, . A .1 - , ", 11 I I � I I . I I I . �i " I "I , ", .. . I . . �i, 4, t t� � I , ti� . , - - , , '1,4i. . "i ., . _._'J'i"�_-,:":�:d� -.- - _x - . . . I : . - I I '. 1 u, . . . _ I I - ;'' � * 1, , - ., .�":_,. ; .'��,!� ,�Ay. -, " ,it� -,� .,. " �, I 11 . I I - I .. � � � , I , , I . - , '. - . I � . I . I .. ,,,, 7 ��7 77 to-4 tt5LF 6. VON-, Blimp F I#415.87 oto 'A. IF RO Fi S H S 419.7 _x RIM '6" SS I 45LF 8, S a, - 5 P itTP N TR Y Al E 'BU , 1LD111 10% Lb N 4. 4 20 `$CAL oo 422 41 8 416 41 4 .4.1 2 '410 _40 7 ui uj 4 C*4 0:� In c/) cz . w C%4 C14. C%4 9� �P)I 40 1 1 1 Do 04 C14 —00 c) Lo I , 11 < C14 + Ln ;7- -t P �j c c%4 14- :0 R L LLJ 4 44 18,11 uj 4 , W CL ui CIO cow v) cow in BE LLJ W c/) %-"Q: Uj 422 422 420 420 16 PROPOSED GR kD GR ADE" Wall tOF OM E�\ milk M 8 IT i ft% 0, 1 1 418 T Now 6' 416 41 6L. 61 6" S� 75 0 6 T 0(y SS @2 070 2. '*4AU=* Nola' 2. 414 'ITO; CMAM 414 'Ili CONTRACTOR IS" SPECIFIC ALLY CAUTIONED THAT E ..,�THE, LOCATION I� AND/OR, ELEVATION OF THE, EXISTING UTILITIES AS 'SHOWN ON, TH PLANS IS BASED ON �ESE THE RECORDS, OF' UTILITY COMPANIES AND' VARIOUS 412 -W ir 412 HERE POSSIBLE, MEASUREMENTS, TAKEN' IN -THE INFORMATION, IS NOT TOBE.RELIED ON AS BEING X - E T, OR COMOLETE, THE� CONTRACTOR.�' AC WUST CALL -UTILITY- COMPANY, AT, LEAST, -48 AS -APP ROPRIATE 'EXACT FIELD BEFORE, ANY.. EXCAVATION TO REQUEST '424-�5555 IT SHALL BE THE' 'AW 410 LOCATION Of UTIUTIES. 1-800— BILITY OF' 'ALL RESPOkSI* THEICONTRACTORTO RELOCATE 44 401 EMSTING, UTILITIES., WHICH,, CO"CT WTH THE PROPOSE6 A )MOROVEMENTS'SHO0 ON'JH�SF MIANS. n A 2 Wo % + H UR 'CALL .48 f0' 30+00. 30+50 iZ 4 1 1 + 00 11 +50 1 20 20+50 E B FO RE YOU D I It ;k J P ROFILE C OF , 1 Lq �ei, P G P! R LE� B 24 5555 -1--800-4 S 'N ARY A CAU11ON ik .1 4 COORDINATE W TH PUGET SOUND ENERGY SER \4 CES;` THE CONTRACTOR SHALL'' ALE 77 G IRK, IN TH ARE �F, T�E:: USTIN 12 VN, E IN ?2.ND AVENUE W. :A 'j `1 t t 0 0 0 N , ,Mmi ) a I t I A 1; A 494 t V> k, Z. A, 1 ; , 77 lit. V) La F�- 1 0; 3: c 4 � ,;E uj + 0 0:: F= Ilk Uj LAJ T, Uj o. jt: i. 4 alp T�i ;.00; :PRO�OSED GN)t -A I' W-.500 '00 1 J_ t 1.7 '0 SEE F ROFILE B 'FOR CO 4TINUATION fl. f 00FILE C -SEE 45 FOR UNTINUATION ss 0 7 7 'j -4 1 f N I,� �n A, n rlr%c Evi I OW S Dt:1 RIPT10W -�§�NEDBYi,-] DE WFF 4S E Al t: 7_71-1 A;11 07 1 DIRMI b r. UIWING' �A EDESIGN PROJEt T AO "OF /97- qMM NTS,11 CI Tr E 'i'VA4 CHECK 8 Y.- 07 P ERMfT U AL W11 > �10 Y', �P I, , ; 11 � � -�. � I � I r% , A: P & �,:, - T"I ER un NE $ RY, L Mi P 970 M r 1. r� WA 3' WX 11 AIR � M 1K '&G !NQP,I;�'! H N 'TION! U"""" Lim" N Q PHO I 'T ` PLA FlLt '17 A' 1,- �Wel",,IW4 981 ,, - "OIL 1,'1.r,;%r,t!, Or 4411 14, 6,) "Al �.O- otrl Ak n. t, P Y.. ttitiitiiitfUJ cN Ul) CD U4 + F� LLJ '428 426 PRO IROPOSED GRADEN 426 100 U. 8" S8 5.07.11 C= RIM ELEV. oo wo 01) 424, 41 +q§ >- Lo "T 422. 4n I a L IG A 420 Lj BUILDIK 1G., UIL01 ,RA 418 f 41 "EW' PLAN V1 -SCAL5: 1 =j2O I t I -414 %A� mm �,,10 cmmcmp, Df "THtCONTACTOR IS SPECIACALLY'CAUTIONED 'MAT OF `W EXISTING 'OCAION .AND/'Q%R` LEVATION THE-, L 412 UTILITIES AS HOWN ..,ON THESE PLANS, IS -BASED"' ON' �;COMP THE, 0EC'ORDS'OF VARious UILIfy ANIES ND' o, r MEASUREMENTS TAKEN IN 1HE.. FIELD..� WHERE POSSIE) L THE� INFORMATIOW IS�NOT TO BE- RELIED ON -.-AS BEINO 41 ALL 0 EXACTOR -,COMPLETE.: THE 00 NTRACTOR' MUST C TILITY COMPANYAT,trAS U THE APPROPRI ATE T 48 HRS 'BEFOR ANY, EXCAVATIOR TO., REQUESTVACT FIELD A ATM OF *,-_424�-5655' "M LOC OC CONTRACTOR TO - RESPONSIBILITY OF THE, 408 41 + 00 40+50 EAS*G','UT1UTIES-,,,WHICH "CONFLICT:ATHIHEL PROPOSM. 0+00 MPROOENTS 'SHOWN THPLANS OU�'R'S A H itP'=^Fl IISANITAR. Y,..SE%E -1 log DIG, "PR f9-. L 5 1. 8PQ 4 9,4 5:5 =20' SCALE H., 1 2' 77 it N 0.' W,"DESCRIPAL'.1i "C :, _DATE ;4/ OUI WANG, _,X`REDESIGN 10"8/ :1Y.'. c l"I. 71 MENT 8 /Y9 1 P I T' SUBMITTAL DESIGNED 'BY", SOE D A '971 ?8/ u m A VY 141 &PROJECT N CH!�� Yf� 977711 I K, w �, !"r9to, 'ANE" Jill r B, R, Rm Y Lo' C0011'41100MINIV M8 ot lot. I I J; "'f ""tt It Ii, A 203 MIN' I".;f "J4 K �tJi Er* A, A T NOR" "WN.1A ING I ITIL TYI LA A, N D. F R, Or L 7w� t!-Rft Lom,40% t AN 'j, A. I A)� (296)"52V Va AAA 2006),,,524243" f 4 1 4V. 1- 0, Z' I" A`1 1`0 1' 1 A ff �l I I,Ltr A �zy-,-� cv ou� C,6Y I 1c; 4 4" PVC @ 1.0% AREA DRAIN 417.5 CONNECT TO `� SD 41Z5 4" PVC -±,.5 @ 1.0% C.O. IE = 416.75 YARD DRAIN VYPE I CATCH B q-�) (TYP.) Alffil C�R/Ilss C/110 wrp-1 423.37' plmrfl 1JE, SDMH LE 42 7,93' P'. WB�71 4 LIC F�IGF'ff OFF Wf') 1, 6' LE. EAS'r a;Q r. IVEST 421 ,8' E3/.kSD1S 01F* BEAR11\,!G D D------- ID D D D D D ...... D --k C. , I " (PLAJ 682,71 682.62 111c, PK NAIL 0`11 S%TREET S.W. 4, S P HALT R--,,vo420r% 42'' 425 ---------------------- 42s Com Mom .1 T __ - V 'T6.9 A, ---SEE ARCH. P AR 7216 L _ S_FQR _j 208TH ST. SW 417,5 tQNS \0 0 RD6,C-01VE6 -�7 417 _Aj,� .5 BUILDING A-2 BUILDING 6'-1 �� = � 41 FF 417.5 7.5 417,5 4170 YARD 420 (D r-j DRAIN 20 zo N ARE DRAI CONNE N 0 �60_' TO STOR 421 420 M 417.5 �17. 5 1 V PVC 4 14 174 1 1 :�: C_ � �1' 417.5 1 1 @ 1.0% - r A "p, r41g .0 fF 7 41Z 2 -o) oURVE)" CAP STAMPED HSA PLS 29282" 410 4 418.8 P 4184 WEST 41818 F2'1 AIT - 81 418 TYPE 11 CATCH BASIN 3 1 yp.) 3 7 12 L 9 5 M= Cc= 20818 72ND AVENUE W 1 -STORY WOOD FRAME 4 17 �,@, 4- PVC THR FrNCE 0, 5' _WORTH 151 C�, *'R �, m __._L6' RDL IN GRAPHIC SCALE Q 0 0 57.1 TYP. t 2D 40 80 20 0 10 BUILDING-Dj 72 8 ON, N hm mm Rd bmmd ILDING C 2081'H 1T, -V,1 I IN k'-, I Im Em 11mmmm 1010111119mmm 25 FF 416. FF 417.6 FF 418.21 1 . .... . . . . . . . . IN FEET V, 1 -STORY 1 inch 20 ft. CW . _`� \t4s� �1 ),,j ,, 4'AWIE .... I 42 R� (n m 417.4 419, 118.2 4LG- -J 7 =11111 Cc= SEE SHEET C6 �OR I -STORY STORM DRAINAGH WOOD FRAME EXTENTION INFORNIATH 9 NO. DATE BY REVISION DESCRIPTION 4/3/98 BUILDING 'A' REDESIGN 12/12/97 SECOND REVIEW ,10/28/97 CITY COMMENTS �8/4/97 PERMIT SUBMITTAL DESIGNED BY: ISSUE DATE: WFF DRAWN BY: 10/28/97 BF PROJECT NO. CHECKED BY: 977711 JRG 32519 G� WIRM MLY 7,19_q___7I __-AREA DRAIN EXISTING LEGEND: SANJ-,ARY S_1w;L-r I ! �' I I �_. E: - S3:. VER ` INE G'A'T C�ii BASIN 0 S -fd TOf' ffi?AiN' 5"F0 'NE .. . ......... U'T1U1),i' POLE C)VERHIEAi) PCII-VER LINHE I I T" tEGO)k UJINIE �VEIRJHIEAO PCVVJUR� Y, TELE-COkI, GAS UNE N 0 Ul� LA%,?F EXI-T NG T,0 BF CONNECT TO RDL C-Ni C. 0. !\,1E 416.75 W _J 0 STRUCTURE SCHEDULE CB# TYPE RIM IE (OUT) 0 1 417.0 413. 1 417.1 413.0 11 417.5 412.5 11 417.6 412.3 11 417.9 412.0 11* 418.35 FLOW CNTL STR.* 417.7 duzow 1 415.8 413.0 1 416.9 412.5 YARD DRAIN 416.8 if 417.2 413.5 * SOLID LOCKING LID PIPE SCHEDULE PIPE DIAMETER LENGTH (FT.) SLOPE (FT./FT.) 11 0.064 8.. 88 0.005 91 8. 36 0.005 F±] 12' 55 0.005 Eo 12m 46 0.005 60" 55 0.000 12" 5 0.005 8" 95 0.005 M 8" 26 0.007 9 8* 40 0.013 6- 40 0.081 6' 101 0.037 OW CONTROL STRUCTURE 01 /WATER SEPARATOR (TYP.) `,Vil"I BRAS'3 C.:oYl VhP-; F 7 nX Rom PROPOSED LEGEND: SPOT El EVATION PROPOSED CONTOUR RIDGE LINE TYPE I CATCH BASIN C-3 9 TYPE 11 CATCH BASIN YARD DRAIN TRENCH DRAIN PER UTILITY VAULT CO. STORM DRAIN PIPE NOTES: 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A AILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY FOR SCHOEDER ARCHITECTSAIA, PREPARED BY HEBRANK, STEADMAN & ASSOCIATES, P.S. DATED DECEMBER 1996. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING 04 FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLA11ON OF ANY PORTION OF THE SITEWORK MICH WOULD BE AFFECTED. 2. THE SPOT �LEVATION INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP -OF -ASPHALT GRADE, UNLESS OTHERIMSE INDICATED. ALL UNSURFACED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB (WHERE APPLICABLE). 5. CONTR�CTO'R TO GRADE ALL AREAS TO PRECLUDE THE PONDING OF WATER. 6. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHAH BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 7. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT n=0.012 OR LESS. ADS N-12 IS NOT TO BE USED. 8. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 9. CONTRACTOR TO CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 10. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDING SPLAY LINE OF THE FOOTINGS. 11. THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY SERVICES �N0 WORK IN THE AREA QF THE EXISTING 10 GAS LJNE IN 72ND AVENUE A OT SHOWN ON SURVEY) , CAUTION - N0110E TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 'AND AVAILABLE AS -BUILT INFORMATION. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY -OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. Washihgton Land Design �,Zrlj I -off -f-4 P1 1/n Planning & Engineering TUR 1"N" om" E tami" 1P11 IV L A N E C 0 N D 0 M I lom"I U M S Nil/ p, I Ihk 1 9709 Third Avenue ME.,. Suite 203 EDMONDS, WASHINGTON GRADING AND DRAINAGE PLAIM C-1 Seattle,, WA 98115 (206) 522-9510 FAX.- (206) 522-8344 FRAME & GRATE RISER OR ADJUSTMENT SEC71ON #3 8 AR EA.CORI #3 BAI EA.SID1 #3 C . T111 I FRAME AND GRATE — /" �4 (INSTALL W/ FLANGE DOWN OR CASTINTO RISER) PRECAST BASE SEC11ON NT AT THE E. BASE) 1-43 BA PICAL KNOCKOUT V MIN WALL THICKNI 2—#3 BA PROVIDE 18" MINIMUM DEPTH COMPACTED GRAVEL BACKFILL FOR PILE BEDDING BELOW CATCH BASINS TYPE I CATCH BASIN DETAIL COVER N0.84-2-M" __\ 1,2w ros. OU`tLETPIPE WITH SAMPLING TIEE BY OTHERS 10ASIR ASSIEmBLY No. 860-CPS 6=6 am OUTLET WEIR OIL RETAININIG BAFFLE COALESING MEDIA INLET WEIR OIL/WATER SEPARTATOR NTS FIBERGLASS HOLD-DOWN CHANNEL NO. DATE BY REVISION DESCRIPTION 10/28/97 I I CITY C I OMMENTS PERMIT SUBMITTAL INLTLT PIPIE* WITH ELBOW BY OTHERS 6" RISER SECTION 12" RISER SECTION DESIGNED BY: ISSUE DATE: WFF DRAWN BY: 10/28/97 BF PROJECT NO CHECKED BY: 977711 JRG F%rq ' 1 32519 IST IONAL 00 X C-4 C.D 09 CN 20"X24" OR 24* DIA. F 48" UNLESS OTHERWISE NOTED. MORTAR FILLET \77 ".7`> . < r 6" ca — FOR SEPARATE CAST IN PLACE ONLY "0" RING PRECAST B ASE JOINT 1, HANDHOLDS FLAT SLAB COVER STEPS & LADDER PRECAST BASE W/ INTEGRAL RISER EINFORCING STEEL (FOR PRECAST BASE W1 INTEGRAL RISER) 0.15 SQ. IN./FT. IN EACH WAY FOR 48"DIA 0.19 SQ. IN./FT. IN EACH WAY FOR 54"DIA COMPACTED GRAVEL BACKFILL FOR PIPE BEDDING, 6" MIN COMPACTED DEPTH. FOR PRECAST BASES ONLY. 1 L SEPARATE CAST IN -PLACE OR. SEPARATE PRECAST. BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ. IN./FT. IN EACH DIRECTION FOR 48"DIA 0.19 SQ. IN./FT. IN EACH DIRECTION FOR 54-DIA TYPE 11 CATCH BASIN NTS I co IE=417.25 NOTE: FOOTING DRAINS CANkT BE CONNECTED TO DETENTION SYSTEM PER CITY OF EDMONDS �REQUIREMENTS FOOTING DRAIN IJETAIL SCALE: 1"=40' SOLID COVER RIM EL 417.7 2 � TYPE 2, 54" 0 t"') CATCH BASIN STEPS OR LADDER GASKET (TYP.) SHEAR GATE 36"0 IN it = -cl I.Ou SLEEVE COU[ILING NON —SHRINK GROUT WELDED STEEL PLATE W/ 1.75" DIA. ORIFICE (#1) 12"0 OUT —%ftxl ft-1:2=1 1 00 FLEXIBLE ADAPTER C 0"4 COUPLING 2—GALV.STEEL STRAPS (TOP AND BOTTOM) 54 to 0 --OW CONTROL STRUCTURF Washington Land Design h I Planning & Engineering TURNBERRY LANE CONDOMINIUMS 10700 Meridian Avenue N., Suite 503 DIVIONDS, WASHINGTON DRAINAGE DETAILS C-3 Seattle,, WA 98133 (206) 365-9510 FAK.- (206) 365-0225 1 1 1 EXPBO JMY 7, 1998 C) L �'6 UJ V) J' Cl- I.L� I =vl I I' A FA CAU11ON — N0110E TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAU11ONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U11UTY COMPANIES AND AVAILABLE AS —BUILT INFORMATION. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NOTES: 1. CONTRACTOR TO REPAIR EXISTING PAVEMENT, DRIVEWAYS, OR OTHER PROPERTY DISTURBED DURING THE COURSE OF CONSTRUCTION. ' ' 2. CONTRACTOR TO VERIFY ALL EX. UTILITIES AND IMPROVEMENTS IN FIELD PRIOR TO ANY EXCAVATION. 3. COORIDATE ALL CONSTRUCTION WITH THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. PROPOSED LEGEND: TYPE I CATCH BASIN c 3 0 TYPE 11 CATCH BASIN STORM DRAIN PIPE EXISTING LEGEND: f Sr'_ ER I�AANHOLF ,3r_WFR UNE 0 BASIP4 (43� f)RA,jN IMAN"HOLE STOiRM CRAIN LNE "I"A TZ, R LINE7, POVVEr', LINI.:7. L POIW�-R' _Ak 'r LIT i ("A., LIME— BENCHMARK: SEWER MANHOLE #4, L.I.D. #206, SHEET 5 OF 7 FILE 1.990 RIM ELEV. = 419.73' ELEV. = N'LY INVERT = 408.57 El FV. = S'LY INVERT = 408.47 NO. DATE B Y REVISION DESCRIPTION 12/19/97 CENTERLINE, SURVEY 12/15/97 CITY COMMENTS 10/28/97 CITY COMMENTS 8/ 4/97 PERMIT SUBMITTAL 422 420 418 416 414 412 410 408 406 404 402 400 398 0 1 cj) cri )LI 41 SEE SHEET C-1 FOR ON —SITE STORM DRAINAGE INFORMATION : As'�" R7...... ...... . . . . . . . . . . . . . ............................ I .... . . . ........................ I .... . . . ................................... 12" SD >< >< X M EXISTING CB RIM 407.93 IE 401.50 C:) V) 171 C) X :m C14 w� 5m CD 3 rZ, Lo C/) C) M CD C-4 + cl '_: CD lid- CD 10- Lo cm En >- I r--: V) I :< n SCALE: 1"=20' r :CBT 9 TYPE 11 < RIM = MATCH EXISTING GRADE (417.5±) IE = 408.4 c% Lo L" cn C) M Ln uj 9 11 cl I '� F15 i I'D Z 814 Z m C-) M CD V) m m V) LL- C) LLj �g M cn V) Lo c) -8 u V) C-4 r-: 'd: L.LJ V) LL. (D M Lo LLJ 00 w L6 CN 0) Lo LLJ cq re) n LLJ F-3 + r1l) C'j 00 11 + pl) V) a i I If^ H U-i U) CE. o LLJ CO 11 u a- 0 CL Fx 1 00 E)O!;nNG GRADE 0 GENTERUNE-\ ol .00 op e #.* Of- 00 'Isg 10, Ak .00 0-01 H U 000l- tj I - 0+00 0+50 1+00 1+50 72ND AVE W PROFILE DESIGNED BY: ISSUE DATE: WFF 10/28/97 DRAWN BY: PROJECT N 977711 I BF — CHECKED BY: JRG 0 * V.: i W'0'1! ml 1w. * - wl_ " 0 -4 - P"al ' , flAl MitwL 2+00 2+50 SCALE: H: 1*=20' V. 1"=2' Moff 3+50 1EXPIRES 7/7/0(5 EXISTING TREE TO REMAIN, TYP - data OBTAIN ME) ADHERE TO THE F 0C project THE RECOMMgt �ATI Ns-QF A PRx;)FESSIONAL AFeORI6T FOR PROTECTION OF TREES REMOVE EXISTING c ------- 1, A Al PROJECT NAME. TURNIBERRY LANE CONDOMINIUM5 THROUGHOUT THE CONSTRUCTION PLANTING THIS AREA ADDRESS: 121a 20aTH 5T, S.W. PHASE. MNE EXISTING TREES AS REOID "01 EDMONDS, WASHINGTON To PROVIDE 1'-0' CLR BELOW JF L 1 C. P� -56 MW USED As Fil ED OFF-51TE LOWEST BRANCHES. 45' DATUM FOR ALLOL*BLE 5Lr.>G TAX PARCEL NUMBERS: 3WI-000-005-0000 4.5' HEIGHT. (E) RIM EL, 421.45 DATUM EL. 1000 OR WT. CALCS. PROP05ED USE. CONDOMINIUMS EH CODE: UBC IVB1 EB CURRENT ZONING RM 1.5 CONSTRUCTION TYFE: ROOF OVERHANG, ROOF OVERHANG, 16T FLR PARKING V-1 HR TYP TY x UNIT 101 15T FLR DWELLINC V-1 HR (E) EL. 3 a V.�>' P- I 2ND 4 3RD FLR V-1 HR 421,B 1 17, (E) EL. I.". 1 41 OCCUPANCY TYPE; 15T FLR PARKING 53 J, 4242 r- 16T FLR DWELLING UNIT 101 RI fDtnr= en\/=rvUAM11. Typ w, ELEvAT IONS NOTED AS '(E)' 2ND 4 3R0 FLR Rl' C%J E C LA_ Ce site plan SCALE: project 208TH 5T SW location 210TH ST SW I I I I I I I I I I I I I I I vicinity ma NO SCALE FREVIOU51-Y-FERMITTED PORTION TO REMAIN UNALTEREC) mol-ill NOTE: PROVIDE ATTIC VENTING EQUAL TO 1/300 OF THE AREA TO BE VENTED PER U.BC. 15053, EXCEPTION 1. PROVIDE 50% OF THE REQUIRED VENT AREA IN VENTILATORS LOCATED 3'-O'MIN ABOVE THE CONTINUOUS EAVE VENTS. RIDGE VEENT6 SHALL PROVIDE A MINIMUM OF 3/4 SQUARE INCH OF VENT AREA PER LINEAR FOOT OF VENT. �3 J G A2 (BLDG Al SIM) LENGTH OF ATTIC VENTING (INCL. RIDGE) EAVE VENTING a 321'-4' LF RIDGE VENTING a 223'-2' LF ATTIC AREA a 5250 SF VENT AREA REQUIRED -- 5250/ 300 2 11-F 5F VENT AREA PROVIDED a (3213 + 223.2) LF x V a 45A 5F 5TORIE6. THREE HEIGHT: 30 FT. AE50VE AVERAGE GRADE VALUATION: vno,000 SITE AREA 522(ol ^ UTO AT' FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM TO MEET U5C WITH RESIDENTIAL QUICK -RESPONSE SPRINKLER QHE'TA'r,M>_5 U6AH"4ERE ALLOWED BY THE STANDARD. area summary ALLOUJABLE AREA CALCULATION: BLDG A (63 OCCUPANCY - 14,WO (TABLE 5-15) x 50% INCREASE (SEC 50511) - 2 YD6,0 60' - 21000 5F. BLDG A (RI OCCUPANCY - 10,500 5F (TABLE 55) X 2 (SEC 504.2) X 50% INCREASE (SEC 505.1.1 - 2 YIDS 0 60' a 31500 5F, 5LDG$ 5. C LP - 6000 SF (TABLE 55) ,- Al BLDG - 15TFLR (PAWING 4 1 UNIT) ARE FLR AREA TOTAL PARKING 4021 5F 4021 SF LOBBY 4 STAIR 331 &F 331 Sp UNIT 101 6W 6F 880 SF TOTAL 5eMT AREA 5235 5F 5238 SF BLDG A2 - 2ND FLOOR (4 UNITS UNIT FLR AREA DEC TOTAL 201w 1133 SF 35 5F 1166 5F 202W 113E, 5F 41 5F IV 5F 203ui 1263 SF 1263 SF 204w 101(o SF 101(0 SF COMMON AND STAIR 46a 5F 420 $F TOTAL 2ND FLR AREA 5O'B5 50F &2 5F 5111 _Cq-- BLDG A2 - 3RD FLOOR (4 UNITS UNIT FLR ARE D E TOTAL 301W 1133 5F 35 5F 1168 _Cf 302w 113E-) _15F 41 SP 1182 6F 303W 12(03 6F 3S SF 1302 5F 304w 10-I& SF 35 5F III] 5F COMMON AND STAIR 401 SF 401 5F TOTAL 3RD FLR AREA 5008 _cF 5(0 5F 5164 SF TOTAL BLDG Al AREA IE,341 6F 238 6F 1551S SF 5LDGA2 - 15TFLR (PA 11s* I I UNIT AREA FLR AREA TOTAL PARKING 4033 ef 4033 SP LOBBY 4 STAIR 331 SF 331 5F UNIT 101 880 ef t3w SP TOTAL 5SMT AREA 5250 51-F B1250 SP BLDG A2 - 2ND FLOOR (4 UNIT$ UNIT FLR AREA IDE TOTAL 201w 1133 5F 35 64: 1166 SF 202w 1135 5F 41 5F 1162 5F 203w 1215 BF 1215 SP 204w 101(0 5F 1016 6F COMMON AND STAIR 488 5F 486 5F TOTAL 2ND FLR AREA 5101 6F 62 5F 51as &F B�IDG A2 - 3RD FLOOR (4 UNITS UNIT FLR AREA DEC TOTAL 301W 1133 5F 35 5F 11(06 5F 302W 1135 6F 41 5F 11,52 SP 303W 1215 5F 3c� 5F 1314 SF 304w 1016 6F 35 5F 1111 5F COMMON AND STAIR 401 6F 401 6F TOTAL 3RD FLR AREA 5020 &F 15(0 5F 5116 SF TOTAL BLDG A2 AREA 15311 SF 238 5F 15615 6F PREVIOU$LY-FERMITTEI-) 5LIDG 15T FIL 2NID FL UNIT TOTAL BLDG 13 (3 UNITS 2110 6F 2336 Of 444& 5F BLDG C, (3 UNITS 2OW 5F 2306 SF 43ci(o 5F BLDG Q (3 UNITS) 2OW 6F 230(o SF 43S& 6F FOOTPRINT AREA: I(P-118 6F LOT COVERAGE: 32% TOTAL UNITS: 21 site parking summary PARKING REQUIRED: 2 5TALL5 PER UNIT x 21 UNITS 54 (INCLUDES HC, 4 H.C. VAN STALLS) HANDICAPPED STALLS REQUIRED I HANDICAPPED VAN 5TALLS REQUIRED I PARKING PROVIDED; COVERED STALLS REGULAR H.C. VAN TOTAL BLDG Al 12 12 BLDG A2 12 12 BLDG 5 5 5 BLDG C 5 5 5LDGID 5 5 SURFACE STALLS 14 1 1 13 TOTAL STALLS 53 55 garage venting summary VENTING REQUIRED: AREA - PERIMETER WALL AREA x 20% a (211 LF x I'-11' HIGH) x 20 a 43(62 SF LENGTH - PERIMETER WALL LENGTH x 40% - 211 LF x .40 a I 10Z LF VENTING PROVIDED -- AREA - 585fo eF - 2(o.1 % OF BASEMENT PERIMETER WALL AREA LENGTH - 112.1 LF x 40.1 % OF BASEMENT PERIMETER WALL LENGTH r* [W-1 I- L A. TH15 PROJECT SHALL COMPLY WITH THE ISS1 U5C, UMC, UPC AND UPC, AND THE 11354 W5EC, THE ISS3 WA STATE VENTILATION 4 INDOOR AIR QUALITY CODE AND WAC 51-30 FOR ACCESSIBILITY. THIS PROJECT SHALL ALSO COMPLY WITH ALL APPLICABLE LOCAL CODES. B. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. C. DO NOT SCALE DRAWINGS. VERIFY ALL DIMEN51ONS BEFORE PROCEEDING WITH WORK NOTIFY ARCHITECT CONCERNING QUESTIONS, CHANGES, OR OMISSIONS. IN THE EVENT OF CONFLICTS OF CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. D. ALL DRAWING NOTES INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND INSTALLED, UNLESS CLEARLY NOTED OTHERWISE SUCH AS: 'EXISTING', OR 'EXISTING TO REMAIN', ETC. E. CONTRACTOR SHALL VISIT J05 SITE AND VERIFY ALL FIELD DIMENSIONS AND NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK F. FIN15H FLOOR REFERENCE DATUM EQUALS (0.0). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. G. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD, ALL MARKED BY AN APPROVED TESTING AGENCY, H. ALL WOOD FORMS USED FOR CONCRETE IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED. 1. DIMEN51ONS ARE TO FACE Of: STUD OR GIRT, FACE OF CONCRETE OR MASONRY, CENTERLINE OF COLUMN, UNLESS OTHERW15E NOTED. J, ALL GYPSUM WALL BOARD IN MOISTURE PRONE AREAS TO BE WATERPROOF. K. SURFACE MATERIALS LL441CW ARE PART OF THE FLOOR -CEILING WALL A55EMBLY SHALL BE INSTALLED PRIOR TO FINAL IN6f�.MTION. L. PROVIDE FIREBI_oc�i�G AT THE FOLLOWING LOCATIONS: I - AT CONCEALED SPACES OF: STUD WALLS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS 50TH VERTICAL AND HORIZONTAL, 11 AT ALL INTERCONNECT IONS BETWEEN CONCEALED VERTICAL AND 14ORIZONTAL SPACES. III IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG TWE RUN OF 5TAIRS IF WALL$ UNDER THE STAIRS ARE UNFINISHED. IV IN OPENINGS AROUND VENTS, PIPES, DUCT$, CHIMNEYS, FIREPLACES AND 51MILAR OPENINGS WHICH AFFORD A PA56AGE FOR FIRE AT CEILING AND FLOOR LEVELS WITH NONCOMBUSTIBLE MATERIALS. V. FLOOR AND CEILING DRAFT STOPS SHALL, BE INCLUED IN ALL IN LINE UNITS. ALL VOIDS TO BE SEALLED. M. PROVIDE SMOKE DETECTORS AS SHOWN AND As REQUIRED. N. THE CONTRACTOR SHALL PROVIDE A FULL-TIME PROJECT SUPERINTENDENT DURING THE ENTIRE COURSE OF THE PROJECT 0. VENT HOT WATER TAW RELIEF VALVES DIRECTLY TO BLDG EXTERIOR. P. CONNECT ALL ROOF DRAJN5 TO AN APPROVED DRAIN SYSTEM. SEE CIVIL DRAWINGS. Q, FIRE RATING OF 2ND FLOOR A55Y REDUCED TO 2-HR PER U15C TABLE 35, FOOTNOTE 5. R. ALL INSULATION ON PIPES 4 INSULATION 4 ITS FACINGS SHOULD WAVE A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT RATING OF 450. esign approvs ---FILE NO. ADB-S&-150 ................. 1111,0111 ........... 1111"11110,111 .............. (deferred submittals THE FOLLOWING PERMITS ARE NOT INCLUDED IN THIS SUBMITTAL: 1. FIRE SPRINKLER - A TYPE 13-R SPRINKLER SYSTEM 15 TO BE INSTALLED THROUGHOUT THE RI OCCUPANCY AREA, AND A HAZARD GROUP 11 DRY SYSTEM WILL BE INSTALLED THROUGHOUT THE 63 OCCUPANCY AREA. ENTIRE SYSTEM TO MEET UBC STANDARD 13-1 SYSTEM. 2. ELECTRICAL 3. MECHANICAL - COMBUSTION AIR CALC5 FOR FURNACES 4 HWT'S WILL BE BE SUPPLIED W1 APPLICATION FOR PERMIT. 4. FIRE ALARM 5. ENGINEERED ROOF TRUSS DRAWINGS TO BE SUBMITTED 5Y MANP. (o. ELEVATOR 614OF DRAWINGS AND MACHINERY TO BE SUPPLIED BY MANP, average grade calculations REFER TO SHEET CI FOR GRADE ELEVATIONS. BLDG Al ACTUAL REL. TO DATUM EX15TING GRADE -0 CORNERS: 422.4 1350 4 2 4 2 'Brole 4n.1 'B23 AVERAGE GRADE.- '340 ALLOWABLE HT x AVG: GRADE 30': 124.0 ACTUAL BLDG HEIGHT: 1233 BLDG A2 ACTUAL REL. TO DATUM EXISTING GRADE 10 CORNERS: 421,5 1343 422.4 IB5.0 41S.5 S2.1 41S.5 (32.1 AVERAGE GRADE: IB33 ALLOWABLE HT cc AVG GRADE + 30'- 1233 ACTUAL BLDG HEIGHT; 1233 symbols 'T SECTION SECTION X IDENTIFICATION X LOCATED ON SWEET NOTE/PAINT REFERENCE CI 11A > DOOR SYMBOL WALL TYPE NORTH ARROW SANITARY 5EWER MANHOLE 5TORM DRAIN MANHOLE FIRE HYDRANT 0 TELEPHONE JUNCTION BOX -(> UTILITY POLE ;P,EV15ION CLOUD IDENTIFYING NUMBER PARCEL 4: TRACT 5, FLAT OF AURORA HEIGHTS, ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME 12 OF FLATS, PAGE 120, RECORDS OFSNOHOM16H COUNTY, WASHIW-sTON.' PARCEL 5: TWAT PORTICN OF TRA,,�-T 6, AURORA HEIGHT$, ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 120, RECORDS OF SNOHOMISH COUNT-, WASHINGTON, DESCRIBED As FOLLOWS: COMMENCIN6.2 AT THE NORTWEAST COF;�NER OF SAID TRACT 6 THEN SOUTH ALONG THE EASTERLY LINE OF SAID TRACT 6, A DISTANCE OF 132 FEET +/- , THENCE WEST AND PARALLEL TO THE NORTH LINE OF SAID TRACT (o TO THE WEST BOUNDARY LINE OF TRACT (o +/- THENCE NORTHERLY ALONG THEWE5TLINEOF5A1D TRACT (o, A DISTANCE OF 132 FEET TO THE NORTHWEST CORNER OF SAID TRACT & +/- THENCE EAST ALONG THE NORTH LINE TO THE POINT OF BEGINNING. EXCEPT PORTION DEEDED TO CITY OF EDMON05 BY DEED RECORDED UNDER AUIDITOR'5 FILE NO. 6VII-10201. PARCEL C: TRACT (o, AURORA HEIGHTS, ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 120, RECORDS OF 5NOWOM15H COUNTY, WASHINGTON4/- EXCEPT THE NORTH 212 FEET THEREOF. SITUATE IN THE COUNTY OF SNOWOM16H, STATE OF WASHINGTON. sheet index - ARCHITECTURAL AIJ 51TE PLAN AND GENERAL INFORMATION A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR f=>LAN (THIRD FLOOR SIM) A23 ROOF PLAN A2.4 ENLARGED PLANS AND DETAILS A215 ENLARGED PLANS AB -I ELEVATIONS A4.1 SECTIONS AND DETAILS A4.2 SECTIONS AND DETAILS CIVIL. - PERMIT REVIEW COMPLETED. STRUCTURAL SI FOUNDATION PLANS 4 DETAILS. 52 2nd FLOOR FRAMING 4 DETAILS. 63 3rd FLOOR FRAMING 4 [DETAILS. 54 ROOF FRAMING 4 DETAILS. 65 NOTES 4 DETAILS. LAND5CAFIN L I LANDSCAPE PLAN 00 T'2 INTERIOR ELEVATION aX ELEVATION IDENTIFICATION X-- LOCATED ON SHEET CENTER LINE PROPERTY LINE APPROVED By PLA14%1140