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541 PINE ST.PDF11111111111111 12768 541 PINE ST �--O- LOVELL-SAUERLAND & ASSOCIATES, INC. 19400 33rd Avenue W. Lynnwood, WA 98036 DETENTION STORAGE VOLUME CALCULATIONS FOR THOMAS BELT SHORT PLAT Pine Street between 5th and 6th Avenues Edmonds, Washington LSA No. 3491 Edmonds project no. S-96-049 Prepared By: JUL 2 9 1996 ENGINEERING �� 00 J L-) C /I',— . 113() spo'� 'I INTRODUCTION This report provides the basis for the detention design for improvements proposed for the subject property. The design is based on the City of Edmonds Storm Water Management ordinance No. 3013 effective 3/31/95. Due to the level of redevelopment proposed for this project, the code requires that the entire site comply with the new standards. Since the site eventually drains into Shellabarger Creek, the ordinance requires postdevelopment runoff rates to match the predevelopment runoff rates for the 2-year, 1 0-year, and 1 00-year 24-hour storms. By the code provisions, the assumed "existing" condition for establishing allowable release rates is meadow with an average SCS curve number of 85. The soil type is assumed to be hydrologic group C, based on the SCS soil survey. The project area is about 0.71 acres. The proposal includes 190 feet of 24 foot wide cgad.,-and-4 sin le fa -bom __��ity . es, with ari ass�ue �impervious area of 2�800 sf each. The total impervious cover (CN 98) is then 0.36 acres. The remainder of the developec site is assumed to be grass lawn (CN 86). The site is flat, and although portions of the yard area will be bypassed around the detention system, some limited offsite areas north of Pine Street and above the site will drain into the system. It is assumed that the net effect of the swapping bypass and offsite tributary areas is negligible. The times of concentration assumed for the predeveloped and postdeveloped condition are assumed to be 30.2 minutes and 15 minutes respectively. Rainfall characteristics include a hydrographic shape of an SCS Type 1A storm, and total precipitation (interpolated from SCS isopluvial charts) as follows: 1 00-year 24-hour storm 1 0-year 24-hour storm 2-year 24-hour storm DETENTION STORAGE CALCULATIONS 3.0 inches 2-1-inches J,-S�inches Calculations were performed using an SCS-SBUH method to estimate hydrologic performance. The software used is WaterWorks release 2.8, a commercially available program designed for this purpose. A pipe configuration was modeled in the Waterworks calculations, but an attached spreadsheet titled "Detention Pipe and Orifice Sizing Calculations" provides more detail and allows fine tuning of the design. The printout from the analysis follows the summary tables. Lovell-Sauerland and Associates Page 2 CALCULATION SUMMARY ,�R Predeveloped discharge 0.02 cfs 0.08 cfs 0.17 cfs a cu ated design discharge 0.017 cfs 0.085 cfs 0.161 c Calculated detention storage 749 cf 930 cf 1,315 K's 0 U101, /-L (9 DETENTION CALCULATION DETAILS -- WaterWorks printout 7/ 1/96 Lovell-Sauerland & Associates Inc page 1 BASIN SUMMARY BASIN ID: OOE NAME: 100-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA ....... 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPElA PERVIOUS AREA PRECIPITATION .... 3.00 inches AREA..: 0.71 Acres TIME INTERVAL .... 10.00 min CN.... : 85.00 TIME OF CONC ..... 30.22 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres TcReach - Sheet L:�/30.00 ns:0.2400 p2yr: 1.30 s:0.0500 PEAK RATE: 0.17 cfs VOL: 0.09 Ac-ft TIME: 490 min BASIN ID: OOF NAME: 100-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPElA PERVIOUS AREA PRECIPITATION .... 3.00 inches AREA..: 0.35 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC ..... 15.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 20 AREA..: 0.36 Acres CN .... : 98.00 PEAK RATE: 0.32 Ms VOL: 0.13 Ac-ft TIME: 480 min 131 BASIN ID: 02E NAME: 2-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA ....... 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TY_PElA PERVIOUS AREA PRECIPITATION .... ;.,,40 inche�s AREA..: 0.71 Acres TIME INTERVAL .... 10.00 min CN.... : 85.00 TIME OF CONC ..... 30.22 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 20 AREA..: 0.00 Acres CN .... 98.00 TcReach Sheet L: 230 * 00 0.2400 p2yr: 1.30 s:0.0500 PEAK RATE: 0.02 cfs VOL.,,70.02 Ac-ft TIME: 490 min 0,03 Qk- Lovell-Sauerland and Associates Page 3 7/ 1/96 Lovell-Sauerland & Associates Inc page 2 BASIN SUMMARY BASIN ID: 02F NAME: 2-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... : 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... :Pj� TY�!ZlA PERVIOUS AREA PRECIPITATION .... 1,,6D inches ARE A..: 0.35 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC ..... 15.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.36 Acres CN.... : 98.00 PEAK RATE: 0.10 cfs V 0.04 Ac-ft TIME: 480 min 0111, Ole BASIN ID: 10E NAME: 10-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA ....... 0.71 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPElA PERVIOUS AREA PRECIPITATION .... 2.10 inches AREA..: 0.71 Acres TIME INTERVAL .... 10.00 min CN.... : 85.00 TIME OF CONC ..... 30.22 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN.... : 98.00 TcReach - Sheet L: 230.00 ns:0.2400 p2yr: 1.30 s:0.0500 PEAK RATE: 0.08 cfs 0 v �� 0.05 Ac-ft TIME: 490 min BASIN ID: 1OF SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE .... PRECIPITATION .... TIME INTERVAL .... TIME OF CONC ..... ABSTRACTION COEFF: NAME: 10-YEAR DEVELOPED 0.71 Acres BASEFLOWS: 0.00 cfs TYPElA PERVIOUS AREA 2.10 inches AREA..: 0.35 Acres 10.00 min CN.... : 86.00 15.00 min IMPERVIOUS AREA 0.20 AREA..: 0.36 Acres PEAK RATE: 0.'20 cf L/4�OL 0 , I q CN.... : 98.00 0.08 Ac-ft TIME: 480 min 7/ 1/96 Lovell-Sauerland & Associates Inc page 3 HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 0.017 1340 1871 cf 0.71 2 0.085 560 3609.cf 0.71 3 0.161 540 5706 cf 0.71 Lovell-Sauerland and Associates Page 4 7/ 1/96 Lovell-Sauerland & Associates Inc page 4 STAGE STORAGE TABLE UNDERGROUND PIPE ID No. PIPE Description: DETENTION PIPE Diameter: 4.00 ft. Length: 120.00 ft. Slope ... : 0.0100 ft/ft STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > (ft) --- cf--- --Ac-Ft- (ft) --7Cf--- --AC-Ft- (ft) --- cf --- -- Ac-Ft- (ft) -7-Cf --- -- AC-Ft- 0.00 0.0000 0.0000 1.40 249.27 0.0057 2.80 845.37 0.0194 4.20 1385 0.0318 0.10 0.4184 0.0000 1.50 283.96 0.0065 2.90 890.74 0.0204 4.30 1413 0.0324 0.20 2.3491 0.0001 1.60 320.87 0.0074 3.00 935.67 0.0215 4.40 1437 0.0330 0.30 6.4228 0.0001 1.70 359.67 0.0083 3.10 980.06 0.0225 4.50 1456 0.0334 0.40 13.081 0.0003 1.80 400.01 0.0092 3.20 1024 0.0235 4.60 1473 0.0338 0.50 22.665 0.0005 1.90 441.69 0.0101 3.30 1066 0.0245 4.70 1485 0.0341 0.60 35.460 0.0008 2.00 484.32 0.0111 3.40 1108 0.0254 4.80 1495 0.0343 0.70 51.699 0.0012 2.10 528.05 0.0121 3.50 1148 0.0264 4.90 1502 0.0345 0.80 71.568 0.0016 2.20 572.35 0.0131 3.60 1187 0.0273 5.00 1506 0.0346 0.90 95.238 0.0022 2.30 617.25 0.0142 3.70 1224 0.0281 5.10 1508 0.0346 1.00 122.84 0.0028 2.40 662.60 0.0152 3.80 1259 0.0289 5.20 1508 0.0346 1.10 154.49 0.0035 2.50 708.22 0.0163 3.90 1290 0.0296 1.20 190.24 0.0044 2.60 753.99 0.0173 4.00 1318 0.0303 1.30 217.52 0.0050 2.70 799.77 0.0184 4.10 1354 0.0311 7/ 1/96 Lovell-Sauerland & Associates Inc page 5 STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 0 Description: ORIFICE CONTROL Outlet Elev: 0.00 Elev: 0.00 ft Orifice Diameter: 0.6300 in. Elev: 2.70 ft Orifice 2 Diameter: 2.1300 in. STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE---> (ft) --- CfS -- ------- (ft) --- CfS -- ------- (ft) --- CfS -- ------- (ft) --- CfS -- ------- 0.00 0.0000 1.00 0.0108 2.00 0.0152 3.00 0.0861 0.10 0.0034 1.10 0.0113 2.10 0.0156 3.10 0.0968 0.20 0.0048 1.20 0.0118 2.20 0.0160 3.20 0.1063 0.30 0.0059 1.30 0.0123 2.30 0.0163 3.30 0.1149 0.40 0.0068 1.40 0.0127 2.40 0.0167 3.40 0.1229 0.50 0.0076 1.50 0.0132 2.50 0.0170 3.50 0.1303 0.60 0.0083 1.60 0.0136 2.60 0.0174 3.60 0.1372 0.70 0.0090 1.70 0.0140 2.70 0.0177 3.70 0.1438 0.80 0.0096 1.80 0.0145 2.80 0.0570 3.75 0.1470 0.90 0.0102 1.90 0.0148 2.90 0.0734 Lovell-Sauerland and Associates Page 5 7/ 1/96 Lovell-Sauerland & Associates Inc page 6 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE < -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 2-year design storm .......... 0.02 0.10 PIPE 0 2.59 1 749.93 10-yr design storm ........... 0.08 0.2b PIPE 0 2.99 2 930.23 100-yr design storm .......... 0.17 0.32 PIPE 0 3.99 3 1315.48 The final detention pipe size and release orifice diameters have been adjusted to fit the actual site conditions and constraints, but have been designed, to meet the performance goals calculated above. Waterworks cannot account for the volume of ancilliary sturctures, such as the C13's and stub pipes. The attached spreadsheet ("Detention Pipe and Orifice Sizing Cakulations") gives greater detail.about the actual pipe design. Although water quality treatment is not required for projects this small (per DOE page IV-1-6, it is proposed to retain the existing swale in the f proposed lot 3, and use it as the drainage system discharge. ��Vo Lovell-Sauerland and Associates Page 6 DETENTION PIPE AND ORIFICE SIZING CALCULATIONS 19-Jul-96 08:49 AM DETENTION PIPE SIZE Estimate of required detention storage volume = 1315 cf including 1315 cf active storage and 0 cf of dead storage for water quality treatment purposes. Dead storage based on hydrograph volume from impervious areas only, using a rainfall intensity which is 64 percent of the 2-year storm intensity. Assume a detention pipe 48.0 inches, diameter Cross section area = 12.6 sf Usable vol. of 1 Type I CB @ 6.0 sf/ft 24.0 cf Usable vol. of 1 Type 11 MH @ 48 inch dia = 50.3 cf Usable vol. of Type 11 MH @ 72 inch dia = . cf Usable vol. of 18 inch pipe @ 2 ft long = 3,5 cf Usable vol. of 24 inch pipe @ 2 ft long- 6.3 cf Required pipe volume 1230.9 cubic feet Required pipe length 98.0 linear feet Length of pipe used 99.0 FT. Storage provided = 1328.2 cubic feet�� Minimum grade elevations: Top D/S detention CB Top D/S detention CB Top U/S detention CB Min Grnd surf. elev = Inv elev at U/S end = Max water surface elev Invert elevation = CALCULATION OF OUTLET SIZE Dead storage depth = Required release rate, orifice 1 = Required release rate, orifice 2 = Required release rate, orifice 3 = 140.18 with 2.00 ft Overflow clearance 139.68 with 2.0 ft cover 140.18 with 2.0 ft cover 138.68 (over any inlet: 0.5 ft above OF) 134.18 138.18 (detn. pipe sl. 0.50% 133.68 ft; dead storage volume= 0.032 0.155 0.000 At orifice elevation: H, ft a, sf d,ft 133.68 4.54 0.003 0.06 135.93 2.29 0.021 0.16 NONE St 'grage d,inches v1provd. - 3/4 1 - 15/16 767 - 0 Full storage 1328 area, a = Odo / (.62 x (2 x g x h)**.5) orifice diameter, d = (4/pi x a)**.5 g = 32.2 4 0.25 L) cl� 4) 0.20 M L_ 0 CIO 0.15 0.10 0 �O 0.05 cc 0.00 21 W -005 I 00-YEAR TARGET * 1 O-YEAR T 0 500 1000 Detention Volume, cubic feet 1500 c6 a 0 0 - 2 > E 0 6: > -5 Z �'e is ui ........ Ss -------------------------------------- PP..R-. PRO a . ..a . 0 . a . a . a . a . a a . a . a . a 0. . a . 6660ado 00000--Un. .4 ..... 0.00.--g—p— .......... -------------- ... 421.tz -V02A..isr O-N " - - 2 8 �: -;; - - IMI—I a.,— 12V — — — — — — — — — — - cR q" q..! ci . .-IRO W-000-- ............ aaaa ----------- .�Wwr-� G� . a -------------------- ........ cx! .00 RR c�c� -c� ID ll� ------------------------ O.Ovogogogmv.43.38 j%A - :! - - v - � W;z V . g - §;; 0 5 � � '021".0 IRV?= —21C.0— A.00-1-ws . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . C*i ------------- --------- 0 cv.) C"J An - Ln �D Fnt U.), I i. it k A.' . . .......... .. o, o c �00 lo Tk 00 'UJ 8 oy *41F 4 Al. C14 C\l LO N't S- I* Y2 If%, 00 . 4t;j.,%.Vlff Lo MOV'Mmi'M 1: Nil. IN &l. ",-.1 V . M�W� X le i,!K AR.-s ip 11 � v - �_ WV- Zriv N-4* ;, - I V,4 F� PLANNING DIVISION FROM: CONNI CURTIS, ADMINISTRATIVE ASSISTANT IDENTIFICATION NUMBER (Plat,'ADB, Permit) 15'49 PROJECT ADDRESS DEVELOPER/CONTRACTOR TYPE OF BOND TO BE RELEASED U DATE BOND POSTED, BOND EXPIRES -ro;� �3c,-( t1l - Please field -inspect the release of the subject bond. If there are outstanding requirements, please note in the space provided. Failure to respond by . the expiration date constitutes approval by your division and automatic release of the bond. 2. 3. BOND APPROVED FOR RELEAS E S I DATED N'O%j . Slgnatur� BOND NOT APPROVED (SEE OUTSTANDING REQUIREME N-TS) DATED WORK TO BE COMPLETED WITHIN — DAYS. SUSPENDED TO: Copy to. File Copy to Developer/Contractor MY D=Mwt6eV=MWNDW0RMSMNDRLSFM.00C Lovell-Sauerland & Associates, Inc. 19400 33rd Avenue W. Sufte 200 Lynnwood, Washington 98036 Engineers Sy. rVeyora Date: January 21, 1997 TO: Don Fiene of City of Edmonds LSP FAX SUBJECT: Tom Belt short plat; file B-96-049 OMM00210 PHONE- 771-0220 FAX: 771-0221 FROM: Craig Campbell, P.E. JAN 2 1 1997 ENGINEERING Lynnwood/Seattle: (206) 775-1591 Toll Free. (800) 775-7663 FAX: (206) 672-7998 LSA Job No, 3491 ok Don, V As wc discussed, I have revised the pipe calculation for this project to show an 8 foot length of 48-Inch pipe added on the upstream end of the detention pipe. The new pipe length will be M7 feet. THI"s—w-11Fallow the overflow to be lowered to elevation 138.21 without any lose of detention storage. There will be "dead" air space in the top of the pipe at overflow, See the attached calculation. With this change, Tom Belt should be able construct his houses with surface drainage input to the system no lower than elevation 138,70. Any part of the system must be fightlined below that elevation. Foundation drains should be allowed to bypass the system directly to the downstream ditch. Please give me a call if you have questions. Thanks. P, 0-p- to ^er rA 0., 1,ep- -r1a 103 ae4 �a TO 39Vd GNV183nvs--113A01 866L-ZL9-90Z 69:ET 466T/TZ/TO DETENTION PIPE PARTIAL VOLUME raurfaca void 1.4948 radians water surface Pipe Diameter= 4 111 Pipe length 107 ft Pipe Slope 0.22% nownstroarn invert of Pipe 134-ral R EO ^ L- I A j. Pr r, JAN 2 1 1997 ENGINEERING Overflow - 21 -Jan-97 11:3G AM 138.21 outtallinvert= 134-66 Since the *utfall is higher than the pipe invert. there is a dead storage component if tho restrict*r overflow is lowar than the top of the pipe, the volume of the void is: Depth of void at upstream end of pipe = * 0.53 ft Width of water surface at upstream end 2.72 ft Theta, (per diagram) in radians = 1.49 End area of void at upstream and 1.00 st Length of void ;� (depth of vo!dYslope 244.73 ft . Volume of void =2 length x area/3 = 81 cf if the void Is "longer" than pipe (based on deptirl), adjust volume a5 follows: Length of void beyond pipe lengtri = 137.73 ft Depth of void at downstream end of pipe 0.30 ft Width of water surface at (jownstream end 2.11 ft Theta, (per diagram) In radian5 = 1A1 0.43 sf End area of void at downstream end 137.73 ft Length of void adjustment - (depth of void)lslope Vol of void adjustment (deduct) = length x araaM 20 cf If the outfall invert is higher then the pipe Invert there is dead storage volume: Invert of outflow Pipe Depth of de2d storage at downstream invert Of PIP@ 134.66 0.15 ft Width of water surface. at dead storage elevaton 1.52 ft Theta, in radians = End area of dead storage at downstream end 0.78 0.15 sf Length of dead storage = (depthYslope 66.B5 ft Volume of dead storage = length x area/3 3,52 cf Total volurne of pipe = pi x (d1a12)A2 x length = Net volume of pipe- Total . void + void adjmt Volume Inventory' [mention Pipe net volume - Type 11 CB, 48 11 dim., Type I CE, 6 ft sq, ,9tub Pipes, 24 dia,. Storm pim 18 din., Total Volume 0 Required Volullne 1345 of 1280 cf 1279.5 cf 1 each, volume= 46.5 cf 1.5 ft depth, vol 9. 0 cf 2 If, VOIUMO = 6. 3 Cf 2 If, VOIUMB = 315 ef 1,345 Cf 1,315 Cf ZQ 39VJ e66L_ZL9_90Z 69:C1 L66T/IZ/10 File Number S-96-49 EXHIBIT C HOLD HARMLESS AGREEMENT Owner, and all persons having any present or subsequent ownership interest in these lands, and the successors and assigns of owners or other parties having any said interest, hereby agree that the City of Edmonds shall -be held harmless in all respects from any and all claims for damages for injunctive relief which may be occasioned now or in the future to adjacent land or improvements by reason of the construction, operation and maintenance of the drainage system and hereby waive and release the City of Edmonds from any and all claims for damages, excluding damage caused solely by an act or omission of said City and injunctive relief which the owners, or their successors or assigns,. may themselves have now or in the future by reason of the construction, maintenance and operation of said drainage system. UTY OF, EDM"'� PIAN E N 6� —OF 9%7032WO SAO VOL. 328 '3PAGE090' . I 0 0 File Number S-96-49 EXHIBIT D MAINTENANCE AGREEMENT FOR INGREss-EGRESs EASEMENT Maintenance, operation, repair, and/or reconstruction, as intended in this declaration, apply to all necessary materials and labor required to maintain a stable and usable road surface for ingress and egress of said easement as described in Exhibit B. The cost of said maintenance, operation and repair and/or reconstruction shall also be borne equally and jointly by the owners, their heirs, successors, and assignees, of said lots A, 8, C and D. CATY OF EDMONDS 1>1 wo ---7—OF 97 . 03200 340 VOL. 3 2 83PAGE0952 61/0 _TE 0-- 'Ai-** 6 F7 -3 77 ltr- c i r Y, or, �p c� pi 17,5. ------------ PA APPROVED BY PLANNING J�l tmD.13�� Man+ A, M�4-y i M, vM ar- _--y ITY COPY 'Al %Te'e�j_ Jlj " CZ E0 "S7 __36/. 56VIIA CF.__TH.L VA .7 oN PlQE' ZI- 15-5 � 4? Lr"v) -, VA6,? -7, W P ILb )w 1541 04 Is v7p G A V_Y�C, E J M -1 -J. r �sl_ot, 139.3 -VIA ROL k -?t>A Z'o LA s C_ L-. e::o- I Lf.0 I wr. 16 PROJECT REVIEW CHECKLIST %BLIC WO-1,4a. D PROJECT N ME: 55t PROJECTADDRESS: 5-41 t.4011-YiF PLAN CHECK#: RECEIPT DATE: JREVIEW�D 3 : (nitial/Date) PLAN. WATER ,'COMMENTS.... FIRE BLDG.-.ISEW'ER STREET ENG1.] Setbacks/VaCiance/Setback Adjustment .................... Conditional Use Permit .............. 2 AD13 Requirements .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Other Zoning Requirements .................. ------------------ .................... ............ ........... 4 Underground Wiring Required . . . . . . . . . . . . . . . . . . . . . . . . **.**X.*--.*.*.* . . . . . . . . . . . . t:. Lot Slope 15% 6- SEPA Environmental Checklist/Hydraulics Permit .7 Tree Cutting Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Plat/Subdivision Requirements 9 Legal Description Verification 9b 10 Quit Claim/Street Dedications Easements - Public/Private 12 Engineering Storm Drain Review Fee 0 13 Engineering 2.2 Inspection Fee .30 14 Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses ................. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �i6: Setback - Storm Drain Line . 17 Open Ditch - Existing .... .. Culvert Required -- ----------- - 19 Culvert Size 20. Shoulder Drainage/Shale Open Runoff 21 Catch Basin Required Driveway Slope & Vehicle Access .................................................... "I'll" ........... "I ........... .......... - 23... Sidewalk Required -.24- Gurb & Gutter Required . . . . . . . . . . . . . . . . . . . . . . . . . . . . :26- Curb Cut For Driveway Required 26 Street Paving Required 2 Right -Of -Way Construction Permit Required 8-1� Street Name Sign Required Other Signing Required Bond Required For Public Improvements --- --- -- . . . . . . . . . . . . . . 31 FEMA Map Check/Water Table 32 Side Sewer Availability 33 Calculate Sewer Connection Fee If No LID # 34� Create Street File A q 35:� 36,. Existing Water Main Size Water Meter Size Service Line Size ........ . I I I I Water Meter Charge Required 760DO Hydrant Required 40 Hydrant Size Existing VIV h 4. Fire Line Charge Required - Sprinkler .......................... 4 . 2 Street Cut . . . . . . . . . . . " . . . . . . . . . . . 72, -43 ,Miscellaneous Reviewed By: FIRE PLANNING ) AA - ENGINEERING PUIALIC WORKS R E C 0 R D OF C 0 N T A C T*S 1 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT # DATE ISSUED RECEIPT # 9 29 10 30 11 31 12 32 13 PAID $ RECEIPT DATE 33 SS PERMIT # DATE ISSUEQ� �4':;ECEIPT 11 - 14- PAID $ RECEIPT # DATE 34 15 35 18 19 20 36 37 38 39 40 METER SIZEjq PAID $W-DATE �ECEIPT #MLL The City of Edmonds Water Senrice Drawing EASEMENT .. .. ................................. ..... NEW CONSTRUCTION C4 REPAIRS El LID NO . .................. . ASMT. NO . ........ ......... . . ....... PERMIT NO . .................... OWNER............................................................................................ ... CONTRACTOR ....................................................................... . . -- JOB ADDRESS .5�7! ..... -Rro �� ................................................ .. LEGAL DESCRIPTION: LOT. NO . .......................... ........... BLOCK NO . ................................... NORTH CA I NAMEOF ADDITION ...................................... ...................... ........................................... .............. Approved: PVN4-00Ul-11/75 �REV.11178) DATE ..... ...................... B,,.M.,--'l -4�� ....................... A)DAY,5 CITY OF EDMONDS 8 9 0 Address of Construction: Property Legal Description (Include all easements) 27 A/ �21y SIDE SEWER PERMIT PERMIT N 0- 80 85, 9 4 - V / Al IV bJ Xel 0 E 5,E C- -07 / e'-17-Y or �Fz)1naAl;D.5 TREATMENT PLANT _1913UG-ARKS DEN Owner and/or Contractor: State License No. 01� "5* 0� 3 �3 Building Permit No. 17017171 �5 / ( r, /019- �Single Family 0 Multi -Family (No. of Units-) El Commercial 13 Public Invasion into City Right-of-Vay: i No . C3 Yes RW Construction Permit No. Cross other Private Property: P( No 0 Yes. Attach legal description and copy of recorded easement V I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. 5- ( /7) Date I CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY ' FOR INSPECTION CALL 7"-SM, PUBLIC WORKS DEPT. Permit Fee: 0 -(go Issued By Trunk Charge: A5 Date Issued: Assessment Fee: Receipt No.: A 94 61 -7 Lid No.: Partial Inspection: Comments Date -initial Reason Rejected:. Date Final Inspection Approved: DateC '264? Initial rk, a� th-61A, Initial /I PERMIT MUST BE POSTED ONJOB SITE White Copy: File Gr� Copy; Inspector Buff Copy: Applicant Revised 3!90 The City of Edmonds Side Sewer Drawing EASEMENT NO . ... ........................................ NEW CONSTRUCTION REPAIRS E] LID NO . .................. ASMT. NO . .................. OWNER ........ .... ST ..................................................... CONTRACTOR .................................................................................... PERMIT NO. JOB ADDRESS ...................................................................................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... ................................................................................. ...... .... I ................... EDMOM)S NAME OF ADDITION .............. ....................... I-TREAT-MEENT:.-P-LANT -- --------------------------------------- - fj 7 K— Approved: PWW-0001-1 1/75 (REV.1 1/78) DATE ........ 8 ....... ........... - By ........... �) .................................. 0 F: I r Y. E-p Ni'7715 APPROVED BY PLANNING .30 v�o 44 Z 75.0 PAT VM P w *T -ZT�E�L- 771 1 Co 0 0 0 T 1prn F-P,51- A.iic 26' CF THE tQ L- v F, I C; tj IVI 1-k M. L,I—V� P IV r7 Er 111 IV r, - � -vl-r k� ' -,"- (Y 90 . 199- J Ut 3 - 1997 4�0 City of Edinonds RIGHT-OF-WAY COWMUMON PEI� rernk Nw=b"-, JLw-, Date: S:5� - 619 7 Addr= or Vicinity of CQvAniction: 541 FINE ST (97l1550) I&- TYPe Of Work (6e tPedfic): -Install 41' of 2" HP9 IP from'111S-to . 30'N CIL Pine St @ 265 IW C/L 6 AM, C. Cc-tmct., PU94t Sound Zu*rgy contact. Mariann* Kingsbury Mailing Addrm: - 1122 75 St SW_ Ever*tt Phonc.- — 356-7�00 X7$96 State Liceaw #- 98203 lJoNlity lasamace- Bond- $ D. Budding Permit # (if applicable): Side Sewer Permit # (if spplicible). �E- 0 C..mmki C] S.Wivirjo, 11 CitY PrOjoct a Utility (PUD, GTE, WNG, CABLE, WATER) Single Faray [j Ckhcr INSPECTOR- INSPECTOR: F. Pavanan! or'Conzn:te Cut: yes Orio 1 0. Size of Cw".,.— 4 x 2 H. Charge S APPLICANT TO READ AND SIGN INVONNMI Vpamm ander,*auuru flUdwPlic�tio'% f'. h4m I#" e2t'v OfEdW6,�dc Jsarmloo d—,,,. ' - t1W may hv owd- 09"Inst the CUY of Fdmon4o, Or OnY Of U* depwtinems or elgi— of -W hiftd — do-JiPfiun whalsomer. fore*"' 1"(440"sim tmPIQYe", inel"ding ornot UmUedfo fhr dt�fens,-- ofany Walprurced!Vs tw(MUM andwtormeyftw b.)i reason ofSrandpZ(U#PW-Nt;j. r-YK CXJNTi%ACT0R rj RMp0NdjtWp MR HoRKAj4NW11P AND MA VERIAL&,FYJ14 A PhUWAD OF OJVZ YEAR F0,LL0Wj,,%-(., 7W"INAL 1,VSPRCrIONA,VIJACCRJ-rA.VCECWTIIE14-ORK. EMNATELpHrQrt))?.4TONFE&vwiuwift:Li)ciNrri.rmEiiNAz.vTREETPATCH 13 COMPLETED BY CITYFORr&%�, AT W11](11 TIMEA DEWTOR CIWDrT WILL BEPROCESSM FOR 160CIANCE IV I'lik' A PPIJCANr. Construction drawing of propoft-d work required with permit application. A 24 hour notice is required for in6pection- Plea3e call the Engineering Division, 771-0220. Work and material is to be inspected during pmgn" and at completion. Restoration is to be in accordance with City Coden. Street shall be kept clean at all times. ,[raffic Control and Public Safetyaball bein accordance with City regulationa aa roquired by the City Engineer. All street cut ditches shall bepatched with a:3phalt or City approved materialprior to the end of the working day; NO EXCEPTtONS. 1have madthe abovestarements and undenqtand theper)nit reqc4ircownts and ehepink copy oftheperm.it wjube auatlable on sire at all times for inape.d 1wnpurpose8. signature.- 24z222:/'-11 Date: X�ntractgr--ar Aqent) CALL DIAIA-DIG PRIOR TO BEGINNING WORK APPROVED 2Yj raGer OF - ViAv 0*0061T. TIME AUTHORIZED: VOID AFTER iz-UkY" -DY SPWIAL CONDMOr" S 14 Id ,'I# r 0 V Z K� A 31 1A 90/90 U1*0N 07:CL )-6, L012.0 —id-6;'F55E 9 IVW N0,1.L)NTWCWt4 The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS R LID NO . .................. ASMT. No . .................. OWNER............................................................ ........ ...................... CONTRACTOR .................................................................................... PERMIT NO. JOB ADDRESS S.q/ ... . .... p;.,n.e . ............ ..................................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... ..... ..... .. ..... .. .... 11 . ............................................................................................................................................. .................... NAME OF ADDITION ............................................................. ...................... * ........ Irk 7 PWW-0001 -11/75 (REV. 11/78) PaA7-iAl�-' 2--27-?7 9)7z� Approved: DATE.................... if? �zq 61 ON By............... PLANNING DATA NAME: Ton3 i3eWt lkm_g_< SITE ADDRESS:-5-1/ - N e '51-, DATE: ZONING: PLAN CHK#: ' ),6 2- 3e PROJECT DESCRIPTION: A)&d CORNERLOT N'. —(Yes/No) SETBACKS: Required Setbacks: Front: 2-6' Left Side: Right Side: Rear: 1'5' Actual Setbacks: Front: 06' Left Side: Right Side: Rear: 15 �9- 13' Street map checked for additional setback required? pc,�w M"k __(Yes/,�?) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUE (Y/N) LOT COVERAGE: 13 19 4-1 Maximum Allowed: 35�7. :, z- 7 zX Actual: 2) 3-7' 71-3-7 BUILDING HEIGHT: Maximum Allowed: .251 —Actual Height: 2-4'7" Datum Point: S� 5F_ gcwz231 Datum Elevation: 142,' 3k, N SE ff3,pn t,^L- t 15.4 7, SUBDIVISION: —4;,-- �� - %- - 4� - W � P* 51 U CRITICAL AREAS#: SEPA DETERMINATION: LOT AREA: 7,,1 7 etbwC A—"( V \0 OTHER: L ttev-i-m(. 1;� r- Llo 30' 'to,, Plan Review By: ENGINEERING (� A "P/1 pi-; q ROUTE TO Y'A Onj 1/1 Back 2- V Add?_�a�Total Days Mailed W2111 -2 4 -_� c Add? Total Days Mailed RESUB #I ON_��T RESUB #2 ON To —Back Add?� 1. Site/Drainage Plan & Calcs 2. Grading Plan/Calcs/CYG SEPA? OK 3. Driveway Slope %. 4. Truck Route Plan —2— Profile _OK OK 5. Street Dedication? I " FEET .Total Days___ I- --Maiie e Corrections Required ceived 2. 1 LS. 4. kt,, 9vaN,,v�,4 6. Easement ff4 Type _OK 5. 6,-tj-e,— _A., C: (1, OTHER COMMENTS: kL PW REVIEW Date Sent Back FIRE REVIEW Date Sent Back PLANNING REVIEW TIME TOTAL DAYS *** ENG REVIEW TIME TOTAL DAYS FIRE DEPT REVIEW TIME TOTAL DAYS PW REVIEW TOTAL DAYS BUILDING DEPT REVIEW TIME: In -House Outside TOTAL DAYS ORDINANCE COMPLETION DATE COMPLETION DATE TOTAL REVIEW TIME DAYS PERMIT ISSUE DATE *CONTACT PERSON STATEMENT* BY SIGNING THIS FORM I UNDERSTAND THAT I AM THE ACKNOWLEDGED CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SU13MITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE PERMIT. I UNDERSTAND THAT IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A (ROWLETE APPLICATION. )'2.126 Signed Date T I C) _�, E L) Contact Person (PrintClearly) -7 *2 q 17 '-2- (D Phone Number FAX Number Mailing Address � 0 , e,:�, 0 x 1 / V E 0, v) 0)\) V) (--" ROUTE.DOC/L/Temp/Bldg/Forms-5/96 PERmrr APPLICATION REQUIREMENTS : Applicant )m: Jamal Mahmoud, Engineering Inspector -iner. PXI( Plan Check No: 9 --WN6 ter review of the subject permit application, the following requirements must be met: Construction hours are: WEEKDAYS — 7:00 A.IVL-10:00 P.rvL;WEEIKENDS/HOLEDAYS — 10:00 A.K-6:00 P.IVL A . se0arate RIGHT-OF-WAY CONSTRUCTION PE'RWr is required for all work on public property. (ECDC 18.60) Truck haul route plan must be submitted and approved prior tapermit issuance. Builder/owner is responsible for containing all temporary runoff and erosion control on site (ECDC 18.30.030d). NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED Dk,4JXAGE FACELITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 18.30.50G) FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 1830) INSPECTIONS ARE REQUIRED . ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECMONS ARE REQUIRED PRIOR TO BACKFELLING. (ECDC 1830) Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. if an intersection is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit. (ECDC 1&90) Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to (ECDC 18.80.060D) Driveways must be paved from' property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C) INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) No burning of construction refuse without a permit from the Fire Department. Connection to City water system is required- There is'a separate charge.for the water meter (ECDC 7.20).. A back water valve is required if downstairs plumbing is below the eleva tion of upstream manhole. (ECDC 7.20) Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) Connection to the City sanitary system is required. A separate permit is required. LED# -7 4 Fees paid: Yes_ No_ Charge� (ECDC 18.10) Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 1&90) I � 'W"Pim WONkd,00 P-ROUREUT w Aar PLAM CHECKO.. RECEOP7 DA -2 ......... ... r 7, RIF, _rr, I I =r, I P . . . . . . . . . . ............ 70-111 "1, (.1 .. ................. �l IT Mor, Ill toll Umim, my., . ......... H 01 I .. mmm I> . . . . . . . . . . . Mom SIR," B." 6) =4 c RIPT C., =11,711 �gg Ill (v g, imu R [(Of[ Ill f w(t I V I &INT15731rillrd. P7,1111-0 Fir . ...... ..... mv, 7 al -1 mw I w, ::ng E41P I =Iw p IRA w IT P, IMF 0.) V. &II A F - � M(-t MAE-- n(v I 14V BE DOW Ell. T- 1, RR 101 to U; S �c �c I TI(.) I in] 131- m I I f a a sm 14 111 EN W007-T-IrtUfl, i . .. . ..... I nr Fill pf, �11� m Hvd-T(m2 a9ze Ewsunp] RUG ufl&chargs Raqukecg--Tspulnme�! K., '7: '?0A WON J 1w. LNT 1541 crr or 14q L v '7 13'7. IA oon NLL SLY 14b v--W TO IPLh REle �r-1 ON IZ.0 14.7 c ov- ))-.,9. 19'.1 Qr 7 14, T- Is, T 15 7- 14 7-3 -L M A v L 5 0 kAq :3 ol D JY --D 10-7 3 D (M -76 1'�-z I 631 WE L Lz V V, VJ lag 6 1 I. + X + .5-f- 4- L�. f5 q 0 G PA �, E. K- - 6) � I Liz- k 5 Lz L CE V. K T 16 lk) I YJ 'V� k %--' P� IC6 No. o X 3 17 A- C5. 0 Is- �- 1., (3 1 C- 7 v KVZI cl-�k is Pis 4 G 1.1 EA C- 'C:)) ILL ELEA/ jl&�.B. a. I I- Z.-I SY z + Y\ 2-1 FILL- F�LLV 1.1"i L.L- GL-ev 13,1-09 ELCV %19-0S 9 Y\ 17 + 4.t Z.-cf? X 17 z I . x 2- -17- + F I L-L ED a 4f�,, 2 cy K a A T 0 1�� CE "F I L-i- E D NOR 1.59 QD. 1. 55' os. X l'o + S, i- x 10 .2- i-Z 5 5- 1- 1. 5* -t- 1. 5-7 X 4- '2- . --2- -2-- X -1,2 cy 2-7 X Z -- 1. -6 3 2- ? c�,L-c '6 !r FiLL Af-l- E t�, V� S E: lb 0 tU u�-�-Tjovj r-ok TR-CE.Cf4tbl�j6 6VF-P,K&C- E"jb I�kC--AS 0VTHC J!-C-C-T6VJGLES 1RJV0L\/t'�0. A NR, E ).Q C-6vjjvwc-Tl6kQ wli-i+ THE 70TV�L TO-rkL f-)L-L. REQvikC- D. -V 13.01 tLt�.Zo +r.. I,-? t I �S--S)Cyz- I Z3 C-y oF T-HLf' ja�Y-C-Vtvlk-T-L�0 TO V3E * USCIO: -As a�Ck, FILL-- C VVALLS,,, LL::ikviiv6 TO tc- L- L V� (z C- k \ V E L Lx- 9,\ v I Iv T 0-r 1� L c� V- C-uel C- YA S TO- CLE s I TG' �-X/ /Ue S7'- 1BUM11" Peter J. Weller 542 Pine Street Edmonds, WA 98020 NOY November 14,1996 ENGINEERING Jamal Mahmoud Engineering Inspector City Of Edmonds S Community Services Department Engineering Division 250 5th Avenue North Edmonds, WA 98020 Dear Mr. Mahnioud: In reference to the attached letter to you from my neighbor Jim Calden, I fully concur with the concerns expressed regarding the elevation of proposed structures. In the 'bowl' area of Edmonds obstruction of a property's view is a serious issue, materially affecting the value of that property. While we acknowledge that whatever scenic views we currently enjoy are not guaranteed, we have a legitimate expectation that they not be lost due to development beyond the current zoning restrictions. I am glad this has been brought to your attention and am confident that you will be diligent in your enforcement of the appropriate height restrictions. I will be joining Jim in his close observation of the entire development. Sincerely, c: Jim Calden 4�1 BU11DING NOV 2 0 1996 November 11, 1996 Jamal Mahmoud, P.E., Engineering Inspector City of Edmonds Community Services Department Engineering Division' 250 5th Avenue North Edmonds, WA 98020 Re- Properties located fQZ)1�cF_riTTD Pine Street (under development) (See ?M.M.4AC-0 f�,fm) Dear Mr. Mahmoud: Thank you for meeting with me on Friday, November 8, 1996. When I met with you I expressed my concern over the height of the water collection drain on the property being developed. I assumed that fill dirt would be brought into the property to raise the northwest part of the property approximately 4 feet. The ground would then be approximately at the height of the drain collection tube. You determined after talking to the builder in the afternoon of the day we met that this is indeed what he intends.to do. You also surveyed the property at this time. I would assume that this is being done to solve the water problem known to exist'at the location. I would like the City of Edmonds 4ritten assurance that if this property is filled as planned that the height restrictions guidelines are strictly adh ' ered to, If 4 feet of fill dirt were brought -in, Xou confirmed that the maximum height for the structure would be 21 feet. I have taken videos and still pictures from 8 points on the compass. All these clearly show the existing ground levels relative to the surrounding structures and roads. I am asking that the builder strictly adhere to the known and accepted height restrictions. By copy of this letter to my neighbors, I am making them aware of my concerns. it is my understanding that you are checking with -the planning department and will get back to me as soon as possible. I will communicate with you frequently during each phase of this development. Thank you again and I look forward to your written assurance as to the elevations of these planned homes. Sincerely, Jim Calden c. Jayne an4 Paul Lever Jill Nunemaker and L s Olsson Oi and Pete Wellert�Ax sandy and -Tom Tyndall Susan and Dave Dolacky .Debbie and Bob Webb Jim Cal ? don 548 Pine Street Edmonds Na. 98020 Tole 672-0898 I. ..'a U N P L A T WILLIAM J. SANOPLA M.G. POPE EUGENE T. REES ORAM HOCHWALT DONALD HORNER S se EAMONT LANE ASPHALT (PRIVAlm Rmo) — _'.Plp 84.00 .4 .......... I jor CP .......... ............. ....... ........ ;# EDITH TYE wV *6 3 2 DAVID DOLACKY C 6.048 mqfL r! 6 04 aqft. 4 .. ......... .............................. #..-. z 84.00 7" -t V155:00. 60.00 pq] ir '001 10 0. OTTO GAISER 1w 20' ige(70 sq.ft.1 4 7.137 sq.tLy '01 6; 41 ALBERT IL BAKER ir U-n. G!'... jr 'k N 69'37'03" N 139WO� E 0 L) 0 w 3C = LARDSCOM A;e 3d b, -8 o Twots ct S_,S. so ROBERT WED13 0 0 I Ln THOMAS R. A C4 cS ETTA M. TINDALL HAROLD THOMAS 3 z DOMKE COO o/w NO C.�60.00 65.00, r am i N eb'36'54* E i. b PINE STREET SW COR. NWi/4, NWI/4 SEC. 25-27-3 EX. CONC. MONUMENT IN CASE 0. 25' 50, 75' 100 V -CALE I NOTES 1. THE E)OSTING STRUCTURES ON L07S I AND 4 YALL BE RkMOvED. 2. THERE IS NO VEHICULAR ACCESS FROM THIS PROPERTY TO SEAMONT LANE. A PRIVATE ROAD. PRELIMINARY SHORT PLAT FOR THOMAS E. BELT NW 1/4 OF SECTION 25,T-27 N.,R.3 E.AM. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON Lovell-Sauerland & Associates, Inc. im LER C40"Itante 10400 UM Avenue V, ULO no laftV004, VA IBM 0 (900)77"ul - (IM6040-011" DIA" DAIM FX W." j.T.T. 4-1-98 D.C. I I'veso' '96-3491 a - J� 0 IM-F.M. RV_CFrivPm APR 3 1997 ENGINEERING 9 7 HM 20 PH 2: 16 A CITY CLERK JJ CITY OF EDMONDS ILA 505 BELL STREET EDMONDS, WA 98020 CITY OF EDMONDS RECORD OF SHORT SUBDIVISION This is to certify that the properties as shown on the attached map (Exhibit "A") and described as follows, -?,4V_(,1FL *�'6 4 LC&,&L. See Exhibit "B" $%7 01-L - I S7 - oo VA(A 3E 11fi5? 1,114 6EC- t.5* HQ have been divided under the provisions of the Edmonds Subdivision Ordinance (Sec 20.75) File No. S-96-49 subject to the following conditions and requirements: 1 The short -plat must comply with all the requirements of the Engineering Division as stated in "Attachment 4" of "Exhibit A" of the Planning Division's Final Review of the Proposed Subdivision. 2. Exhibit C, Hold Harmless. 3. Exhibit D, Maintenance Agreement. I / we verify that I / we are the legal owner(s) of the property described above. I / we warrant that all representations are true and correct and understand that in the event of any misrepresentation or failure to comply with the conditions and regulations set forth herein, the City of Edmonds shall have the right to declare that subdivisions void and record a statement to that effect in the Grantor -Grantee's Index in the office of the Snohomish County Auditor. Signed: STATE OF WASHINGTON) ) ss: COUNTY OF SNOHOMISH) On this day personally appeared before me 7Weo?,zt s :E 2)0/ 1. 5 )A4� . /3 to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this day of 19 '? 7 111 P" *AIM y Public in and for the State of ington residing at 07 ws-, ce�a, - 1-11 YoL. 328 3PAGE0946 0 A: N 00*39'00" W-12.00' abi A SCALE: 1"=50' B: N 00'39'00" W-12.64- A) 6?%P6 C: A=75*31'21" 0' 10'20'30'40'50- D: N 89*21'00" E-5.00' SEAMONT LANE _N 89 38 09" E SP PR. ROAD _1 - 8 �' E �(()) I 10' PDE & 10' PSSE/.' 37r'03" E M - N 89 168.00 84.00' 5. 1' vi EDGE OF S J EXISTING 23 24 C. L. F. C. i 04 6.8' 1 0.35' W, ...... . ASPHALT ......... ............. .. . . ........................ 26 25) 0.1' S 5 - C' BSBL-TYP. N .0 0 0 9 0) 3 jr) 2 C'4 6.048 SF 0 a_ a- rp 0 5. 6.048 SF p CL 'm ... .'b .................................. I. 1 0) VV E U? 10' PSSE 10' PDE 0 �z 04 Ly 0 C-4 to < 84'.00' 8 -3 Y03- 84.00' 't U) 4' C.L. I 'ri C-4,r FENCE, 1�55.00 60.00' D < 53.00' S 04 1 1 . .1:15 I__ ON LINE tn I 15 Ln 2o, U_ Uj CP. 20' C� C) 3- 6.555 SF '0 CIZ 4 0 00 co to B C6 6,701 SF: P 1 0 I R 0-) -r' - 0� 5' UTILITY 0-) (0 0 C-4 U) z Lo :EASEMENT 0 U 0 < TYPICAL 0) to 0 'to 04 z U) I in z 20' 15' Cn (j - Q I ..... 78.00'--4-: 00 Li 4' C.L. r-.f 201 0__ co F Lo I m -C) 73.00' V) ro z U) ENCE, -70. 00'- 1-- 1.9' W Lj 0 Uj W 9 N 89-37-03" E (M 0 W I 65.00 W U) r- CL U) z >_ C-4 — 91 I< C,4 LJLJ IL IL N 89*37'035" JEC.0" I N 89*38'09" E (SP) LJ Lj_ 0 C� I U-) to Ix 5' WD. FNC, COR. Cj D 0 5; :3 z 5� 1 LLJ C� (L 3: 1.4' E. 0.7' S 03 Z 0 0 CD 1 (5 1 �X_ I c) 0 0 . r 0 0 z U19 0 0 LnO '0_jz 00 C) z 0 W tl_"a) 0 Of Lo CN 0 r) - 5' WOOD FENCE - 0 A 0) W U_ 0 0 0 00 'D Lo ,2 0 N N 5 C C N 813 L j0' 0 Ili\ F.cc/; C." CD C) 0 0 U c> 0 0. 6' E. 71.5' S c> L0 L Ul 0 E' EX. 20' ACCESS In L to ESMT. FOR LOT 1 c z —OF S-13-89. PER Uj 360.00' 65.00' J3J.00A.F. NO. 9003160480 0 '0 425.00' 103,00' N 89'37'03" E (M) N 89*38'09" E (SP) 0 PINE STREET n LEGEND BASIS OF BEARINGS @ = EX. IRON PIN WITH PLASTIC CAP NO-D. 9891 CITY OF EDMONDS SHORT SUBDIVISION S-3-86, - SET 1/2" X 24" IRON PIN NTH AUDITOR'S FILE NO. 8604020205, PLASTIC CAP NO'D. 12055/22969 RECORDS OF SNOHOMISH COUNTY, WASHINCTON 0 = 1/2- X 24" IRON PIN WITH PLASTIC CAP NO-D. 12055/22969 TO BE SET STA11S11CS AS CONSTRUCTION IS COMPLETED BSBL = BUILDING SETBACK LINE EQUIPMENT: LIETZ SET 3 ((M� = MEASURED BEARING AND/OR DIMENSION ELECTRONIC TOTAL STATION SP - BEARING PER SHORT PLAT RECORDED METHOD: FIELD TRAVERSE UNDER AUDITOR'S FILE NO. 9912270038 ACCURACY: CONFORMS TO WAC 332-130-090 C.L. - 4' CHAINLINK FENCE MONUMENTS VISITED: AUGUST 9, 1989 F.C. - FENCE CORNER PDE = PRIVATE DRAINAGE EASEMENT NOTE: NO VEHICULAR ACCESS FROM THESE FOR LOTS 1-4 i", '------L0TS0NTO SEAMONT LANE SHALL BE PERMITTED IVATE SANITARY SEkR PSSE = PR EASEMENT,FOR LOTS 11-4 SHORT SUBDIVISION tj 0TY OF EDM0tqC):5 FOR 2222ZZZZEZZ2?>, T. 77-IOMAS E. BELT by /4,SECTION 25,T.27N.,R.3E.,W.M. ENGle W p CITY OF EDMONDS OF 17 HOMISH COUNTY, WASHINGTON q 2 7f L Lovell —Sauerland & Associates, Inc. 2969 Engineers/Surveyorm/Planners/Development Consultants I ' L E 181111"mm A69) 19400 33rd Avenue T., Suite 200 - Lynnwood, TA 98036 - (206)775-1591 - (FAX)672-7990 t L 10_ DTIAWN C1 DATE P.D. SCALE EXPIRES 10-15-97 JTTKM J.T.T. 1 2-21-97 1 412C,P.41 1 17 50' 3491 0 4 0, VOL. 3283PAGE0947 rlid" 7 0 3 2 0 01, ') -- 0 0 Exhibit B 0'I't ,)F DJM01 SIP ENG LEGAL DESCRIPTIONS $ OF �L FOR L -A— - � - �,. - -. � - — M, LT SHORT SUBDIVISION ENTIRE PARCEL That portion of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M., described as follows: Beginning at the Southwest corner of said subdivision; THENCE East, 360 feet to the True Point of Beginning; THENCE East, 75 feet; THENCE North, 264 feet; THENCE West, 75 feet; THENCE South, 264 feet to the True Point of Beginning. / . EXCEPT the West 65 feet of the South 92.50 feet thereof. (ALSO KNOWN AS Lot A, City of Edmonds Lot Line Adjustment S-95-203, recorded under Auditors File No. 9609260010.) and, Beginning at the Southwest comer of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington; thence East 528 feet, more or less to the Southwest corner of a tract conveyed to A.N. Graves, by deed recorded in Volume 227 of Deeds, on page 306; thence North, 103 feet to the TRUE POINT OF BEGINNING; thence continuing North, 161 feet; thence West, 93 feet; thence South, 264 feet to the south line of said subdivision; thence East along said south line 20 feet; thence North, 103 feet; thence East, 73 feet to the TRUE POINT OF BEGINNING. (ALSO KNOWN AS Lot 2, City of Edmonds Short Plat Number S-13-89 recorded under Auditor's File No. 8912270038, Records of Snohomish County, Washington.) SITUATE in the County of Snohomish, State of Washington. PARCEL1 That portion of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the Southwest corner of said subdivision; thence N 89'37,03 " E along the south line of said subdivision, a distance of 528 feet; thence N 0'39'00" W parallel to the west line of said subdivision, a distance of 103 feet to the True Point of Beginning; thence continuing N 0'39'00" W, a distance of 89 feet; thence S 89'37'03" W, a distance of 53 feet; thence S 0'39'00" E, a distance of 12 feet; thence S 89'21'00" W, a distance of 5 feet to the point of curvature of a curve to the left having a radius of 20 feet; thence southwesterly along said curve consuming a central angle of 90 degrees, an arc distance of 31.42 feet; thence S 0039,00" E, a distance of 56.88 feet; thence N 89'37'03" E, a distance of 78 feet to the True Point of Beginning. Together with an one quarter (1/4) undivided interest in the following described tract for private road and utilities: VOL. 3283PAGE0948. 4* 9 7 0 3 2 0 0 0 0 Beginning at the Southwest corner of the Northwest quarter of the Northwest quarter of Section 25, Township 27, North, Range 3 East, W.M.; thence N 89'37'03" E along the south line of said subdivision, a distance of 425 feet to the True Point of Beginning; thence continuing N 89*37'03" E, a distance of 30.00 feet; thence N 0'39'00" W, a distance of 103 feet; thence S 89'37'03" W, a distance of 5 feet; thence N 0'39'00" W, a distance of 56.88 feet to the point of curvature of a curve to the right having a radius of 20 feet; thence northeasterly along said curve consuming a central angle of 90', an arc distance of 31.42 feet; thence N 89'21'00" E, a distance of 5 feet; thence N 0*39'00" W, a distance of 12 feet; thence S 89'37'03" W, a distance of 60 feet; thence S 0'39'00" E, a distance of 12.64 feet to the point of curvature of a non - tangent curve having a radius of 20 feet and which radius point bears S 13'49'39" W from said point of curvature; thence southeasterly along said curve consuming a central angle of 75'3 V21 ", an arc distance of 26.36 feet; thence S 0*39'00" E, a distance of 67.57 feet; thence S 89'37'03" W, a distance of 5 feet; thence S 0*39'00" E, a distance of 92.5 feet to the True Point of Beginning. PARCEL2 That portion of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the Southwest corner of said subdivision; thence N 89'37'03 " E along the south I ine of said subdivision, a distance of 528 feet; thence N 0*39'00" W parallel to the west line of said subdivision, a distance of 192 feet to the True Point of Beginning; thence continuing N 0'39'00" W, a distance of 72 feet; thence S 89'37'03" W parallel to the south line of said subdivision, a distance of 84 feet; thence S 0'39'00" E, a distance of 72 feet; thence N 89*37'03" E, a distance of 84 feet to the True Point of Beginning. Together with an one quarter (1/4) undivided interest in the following described tract for private road and utilities: Beginning at the Southwest comer of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M.; thence N 89*37'03" E along the south line of said subdivision, a distance of 425 feet to the True Point of Beginning; thence continuing N 89*37'03" E, a distance of 30.00 feet; thence N 0'39'00" W, a distance of 103 feet; thence S 89*37'03" W, a distance of 5 feet; thence N 0'39'00" W, a distance of 56.88 feet to the point of curvature of a curve to the right having a radius of 20 feet; thence northeasterly along said curve consuming a central angle of 90*, an arc distance of 31.42 feet; thence N 89'21'00" E, a distance of 5 feet; thence N 0'39'00" W, a distance of 12 feet; thence S 89'37'03" W, a distance of 60 feet; thence S 0'39'00" E, a distance of 12.64 feet to the point of curvature of a non - tangent curve having a radius of 20 feet and which radius point bears S 13'49'39" W from said point of curvature; thence southeasterly along said curve consuming a central angle of 75 '3 1'21 ", an arc distance of 26.36 feet; thence S 0'39'00" E, a distance of 67.57 feet; thence S 89'37'03" W, a distance of.5 feet; thence S 0*39'00" E, a distance of 92.5 feet to the True Point of Beginning. PARCEL3 That portion of the No ftakst u�—rter est quarter of Section 25, Township 27 I Ln —r— ft, North, Range 3 East, WI.M., in noFo ?Feff ffiffyl ashington, described as follows: Beginning at the Southwest corner of said subdivision; thence N 89'37'03" E along the south line of said subdivision, a distance of 360 feet; thence N 0'39'00" W parallel to the west line of said subdivision, a distance of 192 feet to the True Point of Beginning; thence N 89*37'03" E, a distance of 84 feet; thence N 0*39'00" W, a distance of 72 feet; thence S 89*37'03" W parallel to the South line of said subdivision, a distance of 84 feet; thence S 0'39,00" E, a distance of 72 feet to the True Point of Beginning. Together with an one quarter (1/4) undivided interest in the following described tract for private road and utilities: 9 7 , 0� 3 2 () C� -3 4' 0 va. 3283 PHE0949 0 � 0 Beginning at the Southwest corner -of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M.; thence N 89'37'03" E along the south line of said subdivision, a distance of 425 feet to the True Point of Beginning; thence continuing N 89*37'03" E, a distance of 30.00 feet; thence N 0*39'00" W, a distance of 103 feet; thence S 89037'03" W, a distance of 5 feet; thence N 0'39'00" W, a distance of 56.88 feet to the point of curvature of a curve to the right having a radius of 20 feet; thence northeasterly along said curve consuming a central angle of 90', an arc distance of 31.42 feet; thence N 89'21'00" E, a distance of 5 feet; thence N 0*39'00" W, a distance of 12 feet; thence S 89'37'03" W,.a distance of 60 feet; thence S 0'39'00" E, a distance of 12.64 feet to the point of curvature of a non - tangent curve having a radius of 20 feet and which radius point bears S 13'49'39" W from said p . oint of curvature; thence southeasterly along said curve consuming a central angle of 75 '3 1'21 an arc distance of 26.36 feet; thence S 0'39'00" E, a distance of 67.57 feet; thenceS 89'37'03" W, a distance of 5 feet; thence S 0'39'00" E, a distance of 92.5 feet to the True Point of Beginning. PARCEL4 That portion of the Northwest quarter of the Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the Southwest comer of said subdivision; thence N 89'37'03" E along the south line of said subdivision, a distance of 360 feet; thence N 0'39'00" W parallel to the west line of said subdivision, a distance of 92.5 feet to the True Point of Beginning; thence N 89'37"03' E, a distance of 70 feet; thence N 0'39'00" W, a distance of 67.57 feet to the point of curvature of a curve to the left having a radius of 20 feet; thence northwesterly along said curve consuming a central angle of 75'31'21", an arc distance of 26.36 feet; thence N 0*39'00" W, a distance of 12.64 feet; thence N .89'37'03 " E, a distance of 55 feet; thence S 0"39'00" E, a distance of 99.5 feet to the True Point of Beginning. Together with an one quarter (1/4) undivided interest in the following described tract for private road and utilities: Beginning at the Southwest comer of the Northwest quarter of the -Northwest quarter of Section 25, Township 27 North, Range 3 East, W.M.; thence N 89*37'03" E along the south line of said subdivision, a, distance of 425 feet to the True Point of Beginning; thence continuing N 8937'03" E, a distance of 30.00 feet; thence N 0'39'00" W, a distance of 103 feet; thence S 89'37'03" W, a distance of 5 feet; thence N 0*39'00" W, a distance of 56.88 feet to the point of curvature of a curve to the right having a radius of 20 feet; thence northeasterly along said curve consuming a central angle of 90', an arc distance of 31.42 feet; thence N 89'21'00" E, a distance of 5 feet; thence N 0'39'00" W, a distance of 12 feet; thence S 89*37'03" W, a distance of 60 feet; thence S 0'39'00" E, a distance of 12.64 feet to the point of curvature of a non - tangent curve having a radius of 20 feet and which radius point bears S 13'4939" W from said point of curvature; thence southeasterly along said curve consuming a central angle of 75 '3 1'21 ", an arc distance of 26.36 feet; thence S 0'39'00" E, a distance of 67.57 feet; thence S 89'37'03" W, a distance of 5 feet; thence S 0'39'00" E, a distance of 92.5 feet to the True Point of Beginning. G I TY 0 F E D-M O_N""D S 15B ENG ---------- 11 . . ... 97013200 0040 3 -0 VOL. �28' PAGE 0 95 City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMI Permit Numbe.* 97 Usue Date: A. Address or Vicinity of Construction:.: 541 PINE ST (9711550) 890 9 B. Type of Work (be specific): Install 411 of 2" MPE IP fro,m,111S to 30% C/L Pine St @ 265'W C/L 6 Ax, C. Contractor: Puget Sound Energy Contact: Mariamne Kingsbury MailingAddress: 1122 75 St SW Everett Phone: 356-7500 X7596 State License #: 98203 Liability Insurance: Bond:$ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. n Commercial E) Subdivision El City Project &I Utility (PUD, GTE, WNG, CABLE, WATER) n Multi -Family Single Family n 'Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut IF] Yes 0No G. Size of )4 x 2 H-.-Chargq_$.;4- C t- L" APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmondg harmlessfrom injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense ofany legalproceedings including defense Costs, and attorney fees by reason ofgranting thispermit. 'THk- CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING TH42UNAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED B Y CIT Y FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes.. Street shall be kept clean at all times. 0 - Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be available on site at all times for inspection purposes. Signature: _&Z'124/ Date: 5-9-97 �ahtract6r_ or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY "PROVED BY: RIGHT OF WAY DEPOSIT TIME A . UTHORIZED: VOID AFTER 9 T DAYS DISRUPTION FE]E/FUND I 11: SPECIAL CONDITIONS: -,RESTORATION,FEE: 6 of (f, ova(," PERMIT FEE: �,�TOTAL FEE: COMMEWq1Q. "RECEIP'T FEE: DATE: ISSUED BY: I S NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE k Eng. Div. 1994 FIELD INSPECTION NOTES Comments: Diagram.: (Fund Ill - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION El YES Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: 1:1 NO U-JD Lr—>C- J 3 lA PE- IP M Nl�,�,- , - I I' C�D Notes: The city of FAmonds 1) Field locate all utiUtiw-. Call 1-800-424-5556 24 hours before digging. 2) Survey is not required 3) Maintain a minimum Of 5- horizontal and 3' vertical clearance from all City utilities and appurtenances. 4) Cuts In paving are shown as 19 5) _ I cut,4 in paving anticipated- 6D f=11=—Lz)—� AC=, t�,U(L--F M.&. I Ka (F� REVISIONS M 6. t t-4 r--= �-U C) t_j FleLD LC)C-- - 7_0 b 3 U, P I Q E C--)T Notes: The city or Edmonds 1) -Field locate all utilities. Call 1-800-424-5555 f= I E—=- L-0 L-C>C- 24 hours before digging. 2) Survey is not required 3) Maintain a minimum of 5' horizontal and 3' vertical clearance from all city utilities and appurtenances. 4) Cuts in paving are shown as 0 5) cut$ in paving anticipated. V e—Z t F= Y M..&. I �_l I r_1 C> -r C-_5:> m U P I Q E (:;-::)7 1 r"O',, Pa 1P U0 Notes: The City of Edmonds 1) Field locate all utilities. Call 1-800-424-5555 L- 24 hours before digging. 2) Survey is not required 3) Maintain a minimum of 5' horizontal and 3' vertical clearance from all city utilities and appurtenances. 4) Cuts In paving are shown as 121 5) cut� in paving anticipated. G) f= I Ia LZ) - A,-:z, IE!:AJ I L--F 0 V-4 C=� M -^, 1 K4 (E� I I' P IE-:' vE=�H-y t-1c)-r I --F " :::-, - I:= I fa- L-0 L-oc- - �,10TEL DESCRIPTION REVISIONS NA Pe— I P I DATE I BY I 2eo, 1 V/4-- KI PF- P I PF- I ITE+UANT.1 DESCRIPTION ISTOCK NO. BILL OF MATERIAL PERMIT EiZ>MOQ C)Z-) TAX CODE PERMIT M t-4 -r D.G.R. PERMIT I./4SEC. tJw PERMIT PLAT OP MAP AREA AVVa4W)gt0nErergV(0ffVarry SEQ. NO. IV4" MPE IP MAIN EXTE-Q!:��10F'l TO C=-f---RVa: -17(=iKA -TR�DWN.-,,M V-) 1 R JOB ISF--�o APP D. CHK>E�� DRAWING I if= 40 APP. A 6- (!!�- 11 15"50 1