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711 PUGET LN.PDFiiiiiiiiiiiiii 12884 711 PUGET LN .�. .w,-..��t'""°'."w--= •t�a'�,t��'bt•:r�n��r"tY',�,""' '�''�"._',,.�,;Al..�,t„Q�„;�t3;,A1�.ii+�s�'W',`�y'Y"'t",�'S�`Yi^�'9'�v�if`�"*� Pq=Rmrr /=up�R 90 JAYS CITY OF EDMONDS Address of Construction: Property Legal Description (Include all easements): SIDE SEWER PERMIT PERMIT V-1-0 9 0 14 RE MAR ✓csVitiFJ7 1WUHKti Ur-r, TREAT!"ENT �! ANT PUBLIC Owner and/or Contractor: 1 ru✓� ro<r State License No. Qn__ 3 KAVq0i 2 Building Permit No 1 Single Family ❑ Multi -Family (No. of Units ) ❑ Commercial ❑ Public •�'-/'G l 1©ems f -tom ��Qg►l� Invasion into City Right-of-Way:21,,No ❑ Yes RW Construction Permit No. Cross other Private Property:,k No ❑ Yes Attach legal description and copy of recorded easement I ertify thd{ I have read and shall comply with all city requirements as indicated on the back of the Permit Card. Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY Q * FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT. ��� °° oa 6 Permit Fee: Issued B / 0 Trunk Charge: 25 Date Issued: �!I22�`4 9 Assessment Fee: .� Receipt No.: -3 9 Lid No.: 1 ,5/ Partial Inspection: Comments Date Initial Reason Rejected: Date Initial Final Inspection Approved: Date 3/- ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Bull Copy: Applicant Revised 3190 s The City of Edmonds Side Sewer Drawing EASEMENT NO. ..----•---•-•--------•----•--- ------------- NEW CONiTRUCTION REPAIRS ❑ T.ID NO ................... ASNIT. NO...-..........._... OWNER...................... ..................... ................................................ ---- CONTRACTOR ................................ PERMIT NO. JOB ADDRESS ._.. M P. o.LT......... ..... ...--------•--•---•---------- LEGAL DESCRIPTION: LOT NO. ................................... --• BLOCK NO. .................................... 6�zFr NAMEOF ADDITION ................................. ---•--•..............•------_:._..............----------•-----._.....--------...----- — 1 ' Approved: PWW-0001-11175 (REV.11178) DATE ................... B PROJECT REVIEW CHECKLIST PROJECT NAME: Qco� PROJECT ADDRESS: � \ ^_ _���� PLAN CHECK RECEIPT DATE: Mzqs � 6w, REVIEWED B (I 'itial/Dat PLAN. WATER COMMENTS FIRE BLDG. SEWER STRj=j=T 0 KI t-- Setbacks/Variance/Setback Adjustment ............ Conditional Use Permit .. ...... . .. ........ ..... ............ . ...... .. 2 ADB Requirements . . . . . . . . ....... . ........... . .. 3 Other Zoning Requirements Underground Wiring Required YES 5 Lot Slope 15% SEPA Environmental Checklist/Hydraulics Permit . . . ....... . Tree Cutting Plan 8 Plat/Subdivision Requirements 9 Legal Description Verification Quit Claim/Street Dedications ........... ............. A11A 11 Easements - Public/Private Engineering Storm Drain Review Fee . . . . . . . . ........... .......... .1.2 Engineering 2.2 Inspection Fee . . . . . . . . . . . . . . . . . . . . . . . . . ............ .... . .... . . 30— ........ 14 Drainage Plan (On -Site) esZ 5 Setback - To of Bank, Stream, Water Courses ... .... ... ......... 16 Setback - Storm Drain Line . . ....... ...... 17 Open Ditch - Existing J., . .. ..... 18 Culvert Required ...... .. . ... . . ....... ... 19' Culvert Size ......... A 20 Shoulder Drainage/Shale Open Runoff 21 Catch Basin Required Driveway Slope & Vehicle Access 23] Sidewalk Required A/0 Curb & Gutter Required Al. Curb Cut For Driveway Required ... . . ....... . . ..... . . . Street Paving Required 21 Right -Of -Way Construction Permit Required 28 Street Name Sign Required Sam' Other Signing Required 3G:: Bond Required For Public Improvements FEMA Map Check/Water Table 3 Side Sewer Availability ars 33 Calculate Sewer Connection Fee If No LID # 34 Create Street File Existing Water Main Size ....... .... c . . .... . . . ....... ..... .. .... ..... .... 36 Water Meter Size ....... 37-A Service Line Size ... 38:: Water Meter Charge Required 760 39 Hydrant Required 4o Hydrant Size Existing . . . . . . . . . . . . . . . . . . ...... 41 1-.: Fire Line Charge Required - Sprinkler -42 - IStreet Cut AV MiscellaneousMiscellaneousAA Reviewed By: FIRE PLANNING A ille NGINEERING R, "KSE DD NOV 3 U0,01 FUBLIC WORKS DEP7, R E C O R D OF C O 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 2 j SS PERMIT # q614 DATE ISSUED / RECEIPT # 14 PAID $ RECEIPT # DATE 34 15 35 16 36 r 37 METER SIZE PAID $ , DAT ' RECEIPT #1 =1) 18 38 19. 39 20 40 STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET oiVTmR CALC BY: R. L.oAvG SITE -7� 1 f HGET LAP./E ADDRESS - PHONTE: ID-S) '77z% 22y7 E QMQA/D S, WA geOZO DATE: "DESIGN DATA t`4{• IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE ,, 7 500 s.F �y 83 LF 3 ,._!.._ �..-LION PIPE LENGTH LOCKING LID I (TYPICAL) FIr;IS�.D GRs*.� 6- YIN �LCaRANC TIGHtL; C T KCASURCD FRON fDP OF CONC BOX OR RISCR J 5X4L'.0I% SLOPE -0 O�TL;T _DUTLCT CONTROL �9MIN. :- UPPER CATCH BASIN MrIcr CONTROL CATCH BASIN SYSTEM CROSS SECTION 2'X2'X6',DEEP, 4-6- SPALLS C3 :DUAL FRuM CONTROL CB 2'X 21X 31 DEEP, 3/4' CRVS-.ED ROCK EXISTING GRADE i Fnu-M CONTROL DUTLCT ! VASHCD ROCK CUTFLOV iRCNC1{ KIN 10' LONG, PCRF PIPE W E LEVEL S I 1 PCRF FIPE V/ END CAPS TR'N-H Skall BE LING vITH N;RaFI F;ZIZR TD PLACEMENT 0 V SHCD DRAIN ROCK P.lr:.l,P OU'L:T RU, 'OFF SPREADER. TRENCH FOOTIA7G DRAINS SHALL NOT BE CONNECTED YO DETENTION SYSTEM NOTES: 1. Cali Engineering Division (771-0220) for a tigbtlime and detention system inspection before bacl:filling and for final inspections. 2. Respon.sibility for operation and maintenance of drainage systems on private propeiy is t1e responsibility of the property owaer. Material acumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. 7be outlet control orifice must be Y.eot open at 211 times. 6. I'LrL-AV YGLJ o A 7 . 0-;5�qe NOV 2 4 1998 GRADING AND DETENTION PIPE CALCULATION FOR MARK & KATIE TRUMPER Single Family Residence 711 Puget Lane Edmonds, Washington Lot 1 of Hunter's Addition November 20, 1998 Do�� � Prepared By: a oe Tvs T o, a em-- ews Robert Long Reviewed By: ;\ 4f r � . LOVE L-SAUERLAND & ASSOCIATES, INC. 19400 33rd Avenue W. Lynnwood, WA 98036 �R� LSA No. 3856 INTRODUCTION This report was prepared to support the building permit application submission to City of Edmonds for the construction of a single family residence by Pacific Emerald Homes for Mark and Katie Trumper. The following, calculations size the private individual detention system and estimates the grading quantities for the new construction. PROJECT DESCRIPTION Site location. The site is in section 13, Township 27, Range 3, W.M. The city has designated the site address to be 711 Puget Lane. The north property line of the site is about 1200 feet west of the intersection of Puget Drive and 9th Avenue N. It has about 220 feet of frontage on Puget Lane. Site description. The site consists of one irregularly shaped lot, about 235 feet deep and 80 feet wide. Its long axis lies in the east -west direction. The area of the site is about 0.48 acres. There is an existing house on site that is proposed to be removed. Access will be directly rom Puget Lane a low volume access street adjacent to the site along the south property line. Topographically the site generally slopes from the high point on the north property line down to the low on the south property line. The elevation drop from east to west is about 14 feet, giving an average slope of 6 percent. In the north -south direction the site has little variation in elevation. From the SCS soils survey for Snohomish County, the designated soils are Alderwood and Everett; both these soils are type "C" soils. Proposed project. The current proposal is to construct a single-family residential and driveway that would create about 7,000 square feet of impervious surface. Detention for the increase in run-off will be provided in a private individual detention pipe. All of the proposed impervious surfaces shall be collected and conveyed to the private drainage system. According to the City of Edmonds design standards increased peak flows due to development shall maintain the pre -developed condition peak runoff rate for the ten-year, twenty-four hour and 100-year, twenty-four hour design storms. Using these design criteria the calculated required detention system consists of 83 linear feet of 24" pipe with a 1-2/3" outlet orifice diameter. The detention pipe shall lie at a 0.5% slope towards the outlet control and have a minimum 1.0 foot cover. The detention system shall be connected to the closed system that flow west along Puget Lane along the south property line of the site. The discharge will flow about 120 feet west to Puget Sound. With the restriction of the developed flows and the close proxsimity of Puget Sound the exsiting system should have adequate capacity. Mark & Katie Trumper Residence— LSA No. 3856 Page 2 Lovell-Saueriand and Associates November 20, 1998 The grading quantities for the proposed residence construction are 462 cubic yards cut/fill match. Affter construction all grading areas will be stablilzed with lawn and landscaping on -site. Grading calculations were estimated using average area method and are in the attachments. The purpose of this report is to size the detention pipe and estimate the proposed grading quantities for the proposed development. This report does not address downstream conditions or any other issue. Calculated elevations of the detention system were based on an assumed restrictor invert of 100.00, which, depending on detention pipe location, may not match actual site conditions. The detention pipe should be sited to avoid building foundations. A 10 foot minimum separation is recommended between the detention pipe and the foundation. The contractor must verify the outlet elevation of the existing drainage system that the outlet pipe will be connected to prior to construction to insure positive downhill drainage from the system. ATTACHMENTS A. Vicinity and Zoning Map B. Site Plan C. City of Edmonds "Standard Drainage Detention System Worksheet" D. SCS Curve Number Calculation E. Detention Calculation Input/output Data ( 8 Pages) F. Grading Calculations (2 Pages) G. SCS Soils Map Mark & Katie Trumper Residence— LSA No. 3856 Page 3 Lovell-Sauerland and Associates November 20, 1998 MI, CL c� .� CL F EL Ira Cal vAir;)- 00 0a ;hp IL 13 Ac. i To?gL s 1 rE A QEA E u O'er Ali�• �LZ D� z13:as �•' �i - i;.19wl- co 4 w I 0t_— 'k It is � ( ' ►`► a t N P 1< < � i l . 0 .i Cs P ! � r r 'OASPAN MWc 1oi.o - - � Ile P. p xx 319 Ilk 3 a q, c ,°t Lo L1 `� {i � STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET O WTTER // �A�21L �- �/4 T/� 7-Run�PE2 CALC BY: R • 1--O^A6 SITE -7/ 1 f N6ET LAME ADDRESS PHOrTE: E'DmOA/D s, IVd 4eO2- DATE: 1/filqA8 *****DESIGIV DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE Cv, Soo 03 4F - �3 •'.E'TENTION PIPE LENGTH LOCKING LID VfINiS!+ED G �� .(TYPICAL) Y.IN:mum I MEASURED PRDN`TOP Of T1G!fTl1 E CONC BOX OR RISER S% i0 IY. SLOPE -O OUTLET �y OUTLET CONTROL 19MIN, UPPER CATCH BASIN ORIrICCC CONTROL CATCH BASIN SYSTEM CROSS SECTION 2'XZ'X6' DE--P, 4-6' SPALLS :R --DUAL r;om CONTROL CB 2'X VX 3' SEEP, 3/4, CR,S---D ROCK EXISTING GRADE r iRGH CONTROL OUTLET VASHED ROCK i CUIROV TRCNCI{ KIN I0' L64, PERT PIPE TO BE LEVEL PERF PIPE V/ END CAPS TREn N SMALL BE LINE$ VITM HIRAN FRiu� TO PLACEMENT Or WASH-D DRAIN ROCK P.IF.�P OU:'L_T P. U N OFF SPREADER. TRENCH FOOTIA,"G DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES: ' 1. Call Engineering Division (771-0220) for a tightli'e and detention system inspection before backfilling znd for ,`gal inspections. 2. Responsibility for operation and maintenance of d.zinage systems on private property is the responsibility of the propey owner. Material accumulated in the storrzge pipe must be flushed out and removed from the catch bzsins to allow proper operation. 73e outlet control orifice must be kept open at all times. 6 APPROVED BY DATE TRUMPER RESIDENCE LSA No. 3856 19-Nov-98 SCS Weighted average curve number calculations 02:43 PM SCS Hydrologic Soils type:--> C Detained Basin Project development area, sf: 20,909 Development area, acres: 0.48 Existing conditions (in square feet) Assumptions: CN: Undisturbed forest land 76 0 Second growth forest 81 0 Meadow or pasture 85 20,909 Grass, > 75% coverage 86 0 Dirt road/parking lot 87 0 Gravel road/parking lot 89 0 Grass, > 50% coverage 90 0 Orchard with crop cover 92 0 Cultivated land 94 0 Impervious 98 0 Open water 100 0 Total Weighted CN for each basin: 85.0 Pervious: Area, acres: 0.48 Weighted CN: 85.0 Impervious: Area, acres: 0.00 Percent impervious area: 0.0% Detained Basin Future conditions Total AC: 0.48 Total sf: 20,909 Assumptions: CN: Undisturbed forest land 76 0 Second growth forest 81 0 Meadow or pasture 85 0 Grass, > 75% coverage 86 14,409 Dirt road/parkin.g lots 87 0 Gravel road/parking lot 89 0 Grass, > 50% coverage 90 0 Orchard with crop cover 92 0 Cultivated land 94 0 Impervious 98 6,500 House 5,000 Driveway 1,500 Open water 100 0 Total Weighted CN: 89.7 Pervious: Area, acres: 0.33 Weighted CN: 86.0 Impervious: Area, acres: 0.15 Percent impervious area: 31.1 % File Basin Hydrograph Storage Discharge Level pool Lovell-Sauerland & Associates I2 ROUTING COMPARISON TABLE MATCH INFLOW STO DIS PEAK PEAK OUT DESCRIPTION PEAK,PEAK No. No. STG OUT HYD 10 YEAR 0.07 /0.11 P1 01 100.91 0.07 1 100 YEAR 0.16,/ 0.20P1 01 102.17 0.12 2 Press any key to exit Available Memory remaining: 191856 bytes Current Data Set Name: C:\OROB'S\JOBS\3800\3856\3856 11/19/98 Lovell-Sauerland & Associates Inc page 5 TRUMPER RESIDENCE LSA No. 3856 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- c-PEAK-> STORAGE c-------- DESCRIPTION --------- > (cfs) (Cfs) --id- --id- <-STAGE> id VOL (cf) ................. =...................... ...... —............................. 10 YEAR ...................... 0.07 0.11 P2 C2 100.95 1 89.90 100 YEAR ..................... 0.16 0.20 P2 C2 102.25 2 258.41 il/19/98 Lovell-Sauerland & Associates Inc page 1 TRUMPER RESIDENCE LSA No. 3856 BASIN SUMMARY BASIN ID: D10 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: DEVELOPED 10YR 24HR 0.48 Acres BASEFLOWS: 0.00 cfs TYPElA PERVIOUS AREA / 2.00 inches AREA..: 0.33 Acres 10.00 min CN....: 86.00 10.00 min IMPERVIOUS AREA 0.20 AREA..: 0.15 Acres PEAK RATE: 0.11 cfs VOL: CN..... 98.00 0.05 Ac-ft TIME: 480 min BASIN ID: E10 NAME: EXISTING 10YR 24HR SBUH METHODOLOGY TOTAL AREA.......: 0.48 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA / PRECIPITATION....: 2.00 inches AREA..:- 0.48 Acres TIME INTERVAL....: 10.00 min CN....: 85.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres i CN..... 98.00 PEAK RATE: 0.07 cfs VOL: 0.03 Ac-ft TIME: 480 min 11/19/98 Lovell-Sauerland & Associates Inc page 1 TRUMPER RESIDENCE LSA No. 3856 ----------------------------_----------------------------------------- --------------------------------------------------------------------- BASIN SUMMARY BASIN ID: D100 NAME: DEVELOPED 100YR 24HR SBUH METHODOLOGY TOTAL AREA.......: 0.48 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERVIOUS AREA PRECIPITATION....: 3.00 inches AREA..: 0.33 Acres TIME INTERVAL....: 10.00 min' CN....: 86.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.15 Acres CN..... 98.00 PEAK RATE: 0.20 cfs VOL: 0.08 Ac-ft TIME: 1480 min BASIN ID: E100 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: EXISTING 100YR 24HR 0.48 Acres BASEFLOWS: 0.00 cfs TYPElA PERVIOUS AREA 3.00 inches AREA..: 0.48 Acres 10.00 min CN....: 85.00 10.00 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres PEAK RATE: 0.16 cfs VOL: CN..... 98.00 0.06 Ac-ft TIME: 480 min 11/19/98 Lovell-Sauerland & Associates Inc page 1 TRUMPER RESIDENCE LSA No. 3856 STAGE STORAGE TABLE UNDERGROUND PIPE ID No. P2 Description: DETENTION PIPE Diameter: 2.00 ft. Length: 83.00 ft. Slope...: 0.0050 ft/ft STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > i (ft)--- cf--- --Ac-Ft- (ft)--- Cf--- --Ac-Ft- (ft)---cf-----AC-Ft- (ft)---cf-----Ac-Ft- :.� aananaaaeneaaeaeeeeeeee°eseeaeeee...;-nemoa_°eeeenaeesooeeea aaaeeaea°............aee_eae_aaen..... 100.00 0.0000 0.0000 100.70 5.050 0.0012 101.90 161.39 0.0037 102.10 250.77 0.0058 100.10 0.5873 0.0000 100.80 66.274 0.0015 101.50 177.12 0.0041 102.20 256.85 0.0059 100.20 3.2700 0.0001 100.90 81.322 0.0019 101.60 192.27 0.0044 102.30 259.92 0.0060 100.30 8.8654 0.0002 101.00 96.947 0.0022 101.70 206.63 0.0047 102.40 260.75 0.0060 100.40 17.891 0.0004 101.10 112.95 0.0026 101.80 219.93 0.0050 102.41 260.76 0.0060 100.50 27.403 0.0006 101.20 129.16 0.0030 101.90 231.74 0.0053 100.60 38.948 0.0009 101.30 145.37 0.0033 102.00 241.19 0.0055 1 1 1 �� � v 11/19/98 Lovell-Sauerland & Associates Inc page 2 TRUMPER RESIDENCE LSA No. 3856 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. C2 Description: COMBO Structure: 02 Structure: Structure: R2 Structure: Structure: STAGE c--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE c--DISCHARGE --- > (ft) --- cfs--------- (ft) --- cfs--------- (ft) ---cfs--------- (ft) --- cfs--------- aanaooevasooveanea 100.00 ..... 0.0000 .........................soneeaeaaQoeeaemaeovoeeoeev........................eeee 100.80 0.0677 101.60 0.0957 102.40 0.5887 100.10 0.0239 100.90 0.0718 101.70 0.0987 102.50 1.1341 100.20 0.0338 101.00 0.0757 101.80 0.1015 102.60 1.6758 100.30 0.0415 101.10 0.0794 101.90 0.1043 102.70 1.8862 100.40 0.0479 101.20 0.0829 102.00 0.1070 102.80 2.0744 100.50 0.0535 101.30 0.0863 102.10 0.1097 102.90 2.2463 100.60 0.0586 101.40 0.0895 102.20 0.1123 103.00 2.4056 100.70 0.0633 101.50 0.0927 102.30 0.2055 11/19/98 Lovell-Sauerland & Associates Inc page 3 TRUMPER RESIDENCE LSA No. 3856 ---------------- STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 02 1 Description: OUTLET ORIFICE Outlet Elev: 100.00 Elev: 100.00 ft Orifice Diameter: 1.6700 in. i STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > (ft) ---cfs --------- (ft) --- cfs--------- (ft) --- cfs--------- (ft) --- cfs--------- ................................................................................................... 100.00 0.0000 100.80 0.0677 / 101.60 0.0957 102.40 0.1172 100.10 0.0239 100.90 0.0718 1// 101.70 0.0987 102.50 .0.1197 100.20 0.0338 101.00 0.0757 101.80 0.1015 102.60 0.1220 100.30 0.0415 101.10 0.0794 101.90 0.1043 102.70 0.1244 100.40 0.0479 101.20 0.0829 102:00 0.1070 � 102.80 0.1266 1 100.50 0.0535 101.30 0.0863 102.10 0.1097 102.90 0.1289 100.60 0.0586 101.40 0.0895 102.20 0.1123 103.00 0.1311 100.70 0.0633 101.50 0.0927 102.30 0.1148 11/19/98 Lovell-Sauerland & Associates.Inc page 4 TRUMPER RESIDENCE LSA No. 3856 STAGE DISCHARGE TABLE RISER DISCHARGE ID No. R2 Description: RISER OVERFLOW Riser Diameter (in): 10.00 elev: 102.25 ft Weir Coefficient...: 3.782 height: 103.00 ft Orif Coefficient...: 9.739 increm: 0.10 ft STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > (ft) --- cfs--------- (ft) ---cfs--------- (ft) --- cfs--------- (ft) --- cfs--------= evaeaseveeveaaae>ene.meaQenenaaevoam..-...=......= 102.25 0.0000 102.50 1.0145 .................seas................= 102.80 ......... sees 1.9478 103.00 2.2745 102.30 0.0907 102.60 1.5538 102.90 2.1175 102.40 0.4715 102.70 1.7618 103.00 2.2745 AI- E 5 o f g t t o .,►a Doi^ IIVG: cc.ir; q6Z c.%/ FIL[. h 2 223.88 i • — ---- — — — -- F- lob � i • t � t � en L---�=t - i I. a _..-.` C'R:oi�osED:::::REsr �Nc�_ L P,�,v q•p , � 6 . AN 01 J s 137.)7 - f PUGET LAW E f 10 *.7 FOUNDATION CUT WORKSHEET 19-Nov-98 Station or Cut Area Volume of Volume of Elevation at Elev. Cut, CF Cut, CY 101.5 3200 0 0 102 3024 1556 58 104 1731 4755 176 106 813 2544 94 108 100 913 34 110 1050 1150 43 112 340 1390 51 113 0 170 6 12478 462 p �TCII � ST'dFrtroP d«BAe� _. LOT APPROVAL STREET NA C(_ . ADDRESS .. ADDRESS OF PROPOSED BUILDING". - LEGAL DESCRIPTION: LOT _._ BLOCK.. .... - ..ADDITION.. . TYPE OF USE A .5 NO. OF --BEDROOMS - „Z 'SIZE OF LOT SOURCE OF DRINKING:WATER: Public Supply Private Well. 2-.5:.... a. SURFACE DRAINAGE 1. Is disposal field site well drained? S 2. Any water course ( stream,` drainage ditch, etc.) through site? )_L d b. TOPOGRAPHY :..' 1. Any heavy slopes in field area? 2,. Will present topsoil in field area be removed or graded before field tiles are installed? h� 3. Will any fill material, be used in the disposal field site? L� If yes., how much? c. SOIL CONDITIONS 1. Has a hole at least 4 feet deep been dug in the disposal field area to deter- mine the type of soil present? ,� 2. After hole is dug record the soil conditions'at the following depths: (Re- cord as sand, gravel, clay, packed sand; loam, etc.) 12 inches oS a„,ti30 inches . S 18 inches 6 inches _ 24 inches 48 inches. r-�S 3. Any ground water encounter before reaching a depth of 4 feet? If so at what depth? d. WATER TEST A simple water test will show how well this soil will drain or percolate water. To perform this test: 1. Dig hole at least 36 inches deep, Use a shovel or post hole digger -- size of hole makes no difference --only depth. 2. Fill hole with water... Now let all water run out of hole. This soaks the ground and will give a more accurate reading. 3. Again pour water in hol- Let water 'run out until 4. Note how -many minutes i Record this time below. Number of minutes for 1 5. Divide this time by 6 t 6. Date water test was per I hereby certify the above.info performed by me as prescribed. NOTE: A septic tank permit is there are any changes or alterations in the above stated soil conditions result in the installation being rejected at the time of inspection. it may O `/ XITY pA r..� .•.� CITY of EDMONDS BUSS LICENSE APPLICATION DAV LICENSE NO. Civic Center • Edmonds, Washington 98020 City Clerk Phone 775 2525 STREET FILE ANNUAL FEES PENALTY AFTER FEB. 1: ❑ HOME OCCUPATION INSTRUCTIONS:( CLASS YEAR LIC. EFFEC. DATE JREASG. LIC. NO.SPEC. $10.00 A ) ADDITIONAL $5.00 C • All items must be completed tr ❑ SMALL BUSINESS or application will not be aC• RECEIPT NO. DATE PAID PRINT'X' $15.00 (B) ADDITIONAL $7.50 L cepted. IN SPEC. BOX FOR ISSUE OF ❑ Business with 10 or • Sign and return application FEE PAI PENALTY PAID CORRECTED more employees ADDITIONAL $25.00 E with fee. Renewals received I 'LC'ACTIONNSE .$50.00 (�i) after February 15 must pay 91 NEW APPLICATION (LA) penalty in addition to fee. ❑ RENEWAL (LB) NEW BUSINESSES AFTER ❑ CHANGE (LC) JULY 31, 112 FEE. (PLEASE MAKE ANY NECESSARY CHANGES) ❑ DELETE (LD) NAME OF FIRM ' BUSINESS PHONE NO OF EMPLOYEES �ol (:. ';' Z tar MAILING ADDRESS 211 NATURE OF BUSINESS � 1 BUSINESS AD ESS INDIVIDUAL PARTNERSHIP CORPORATION -e LOAl e, _ (S) 0 (P) (C) O NERS NAME /7y HOME AD SS � C HOME PHONE DATE OF BIRTH P ACE OF BI,R SOCIAL SECURITY NUMBER EMERGENCY NOTIFICATION: (1) NAME & TELEPHONE c - -gin' (PLEASE LIST TWO) (2) NAME & TELEPHONE �- WASHINGTON STATE TAX NrJ APPLICANT'S SIGNATURE STAFF REVIEW: DO NOT WRITE BELOW THIS LINE FILL IN LAND USE CODE, UFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR DISAPPROVAL, DATE, AND SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT" SECTION. ROUTE TO NEXT DEPARTMENT ON LIST. PLANNING DEPARTMENT DATE LAND USE CODE ZONING CODE APPROVE ❑ DISAPPROVE �— SIGNATURE S Z CONDITIONAL USE PERMIT COMMENTS L BUILDING DEPARTMENT DATE (0 C✓APPROVE ❑ DISAPPROVE SIGNATURE COMMENTS: CAPACITY: �m CAPACITY: (NO. UNITS, APTS., OFFICES, SEATS, BEDS, STUDENTS) Building ❑ Hotel/Motel (L) Permit ®❑ ❑ Apt. Bldg. Office Bldg. (A) (0) Occupancy ❑ Restaurant (R) Group ❑ Hosp/Nurs Home (H) ® ❑ School (S) FIRE DEPARTMENT DATE U.F.I.R. APPROVE ❑ DISAPPROVE SIGNATURE COMMENTS: 17 POL E DEPARTMENT PROVE ❑ DISAPPROVE DATE � C SIGNATURE L COMMENTS: PUBLIC WORKS DEPARTMENT Q�� ❑ APPROVE ❑ DISAPPROVE DATE 'IL' �� SIGNATURE A MM I STRE U �� CITY OF EDMONDS CLAIM FOR DAMAGES Date: April 25, 1968 Reid, Middleton & Associates, Inc. 324 Main Street Edmonds, Washington 98020 Gentlemen: Forwarded herewith is a claim from. Frances C. Hunter of 711 Puget Lane Edmonds for damages in the amount of a 219.45 to her front lawn resulting from contractual work under L.I.D. No. 151 M It is requested that this. office ,be advised of action taken relative to the claim within fifteen (15) days from receipt of this letter. Please use the form below for your reply. l Enclosure cc: Safeco Insurance Co. L.I.D. No. Inspector: Contractor: Complainant: Action taken: r City Engineer REPLY Date: Signature , HUNTERS ADDITION O/ G5C1S"(IlJ� i�ESIDEFJI.� PLOT P�Ati1 THEK� CF KE l�-IJGf% IN �iQ.-Ut�-!E. I OF PLA'S .eA-Z4E�."ijI CA FILE NO. Critical Areas Checklist ----------------- -------------------------------------------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: (� PU Nk 2. Property Tax Account Number: 47 N — Oc Got "" 022 f 3. Approximate Site Size (acres or square feet): A 4. Is this site currently developed? yes; no. If yes; how is site developed?'- 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Q ; Approx. Depth: 7. Site contains areas of seasonal standing Wa e/r: ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway �� floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? t\\c , Flows are seasonal? t4O (What time of year? &-,i A ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed urban landscaped (lawn,shrubs etc) L AJ F4, 11. Obvious wetland is present on site: K, v .................................... . DETERMINATION ^ca_chk.doc; Rev 10/03/97 City of Edmonds RECEIVE® MAY 0 1 1998 CRITICAL AREAS CHECKLIST PLAN" DEPT- The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: NAACI, -- (ZopA ELF - Name Street Address Gi U1/Iy��i� S City State Zip Z6) C77 V 7 Telephone Signature Date c: reception\j ana\cac1. doc Applicant Representative: Name Street Address City State Zip (q� ,5) ? _2'5­ (5 > ( pho Signature Date (over) jnc.19 May 8, 1998 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 • Planning/Building • Parks and Recreation • Engineering • Wastewater Treatment Plant Mark Trumper 18911 Soundview Place Edmonds, WA 98020 Subject: Determination regarding Critical Areas Checklist # 98-128 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. y You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB" Land Use Applications Any other development permit applications. Enc: Critical Areas Determination • Architectural Design Board Thank you. Sharla Graham Acting Planning Secretary C: ReceptionV ana\C R LTR.doc • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan CITY OF E D M O N D S LARRY S. NAUGHTEN 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 MAYOR COMMUNITY SERVICES: PETER E. HAHN Public Works • Planning • Parks and Recreation • Engineering DIRECTOR 890-19y November 1, 1991 Mr. Lloyd Ostrom 711 Puget Lane Edmonds, WA 98020 SUBJECT: ODORS FROM SHELL CREEK OUTFALL PROJECT E VA Dear Lloyd: Jim Walker and I enjoyed our meeting and exchange of ideas. A copy of a summary of the meeting is enclosed. Please contact us if any part of the summary is incorrect. If we can be of any assistance, please call. Sincerely, Robert J. Alberts City Engineer RJA/dm Enclosure cc: Mr. William MacDonald ShellCr2/TXTForms • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan M E M O R A N D U M October 30, 1991 TO: File E1HA Shell Creek Outfall FROM: R. J. Alberts, City Engineer SUBJECT: MEETING REGARDING OUTFALL ODORS On October 29, 1991, Mr. Lloyd Ostrom,,Mr. Bill MacDonald, Jim Walker, and Bob Alberts met to discuss odor problems at the outfall pipeline. The group concurred the problem was most likely due to decaying seaweed in the pipe. During high tides, the pipe is filled with the salt water and organics in the water. The high tides also push the beach sand over the outlet of the pipe preventing the water from escaping and flushing the pipe during low tides. The water sits in the pipe and the organics decay, thus producing the odor. It was also noted at the meeting that the air in the pipe above the water was very stagnant, and there was no air movement. Ideas discussed to try to correct the problem were: 1) Extend a smaller pipe (approximately 6 inches) out the end of the pipe into the tide flats. This would allow the water to escape from the pipe after high tides. The decaying of organic matter could still be a problem unless manually removed. 2) Pump the water out from the outlet of the pipe, and manually clean the pipe. 3) Install a screen to prevent the seaweed and other organic matter from entering the pipe. A concern was raised if the screen could open with the weight of any seaweed buildup on the screen. Another version of this idea was to install a split screen inside the pipe. 4) Chemical treatment. 5) Extend the outfall pipeline out into the tide flats. This would be expensive and make an obstruction on the beach. 6) Install an air exchange system such as air relief valves to circulate the air. 7) Install an air bubble system that would agitate the water and sand blocking the outlet. Enough agitation may be provided to flush the pipe. The group agreed the problem won't exist during the winter and plans need to be established to address the problem again in the summer. r. Memo to File E1HA Re: Shell Creek Outfall October 30, 1991 Page 2 Circulating the air appeared to be the first solution to try. Jim Walker would determine the volume of the standing water in the pipeline and take dissolved oxygen tests. The group would stay in contact. RJA/dm ShellCr1/TXTForms r The City of Edmonds APPLICATION for SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION E] REPAIRS p �� 4-- 1.5 OWNER ... !` .G"1�a.....: ............................ ADDRESS ----%L..-, 1 t'-.-•-'- t .1 Lu J Lu Lu cn NY f-, I --. -,,, NO' 57 CONTRACTOR .....--17-&•�--- /c ............. J -----•--------••------•............... PERMIT N LEGAL DESCRIPTION: LOT No ............... ........................... BLOCK No............................................ NAME OF ADDITION ....y��/IF.� j ....... ;z... 1 % ..-.. -31 _ J AU \ Approved: DATE....70=6r�............. B: Y;- _ PP - r..:!': ty ,. .. r.. , ci �cs�: �'R � � --i•, ... ,`_ -r�' .. _ s ' _ ..... .. . _.._._ fs �. �1��: _� � i�jr =.31 I .. ._._ ..... _. .. .. ..r lT, rJ�.?.'a .. .- ... .. .ar�A �. ..i .'4� �I.:.... .� ._- r: 1`•.:.1'" ... _. ... .. i....._ _... , _-.. - ...7 i _�!?. . i CITY OF EDMONDS Ca,t pRospeet 8-110" when work for inspection. (No inal� NO. 2578 CENTER — WATER -SEWER DEPARTMENT to ready Sunday or holidays•)i l CIVIC . bons Saturday, SIDE SEWER PERMIT 711 Puget Lane-----------------------------------•---•-•-------•----------------------••-•---._.... r • r ADDRESS.__.-• ...............•---.._..--.-._. -------- y Hunter. CONTRACTOR Roy Allen ------------------------------------------------- T • wa ' . Francis ------------------------------ OWNER.......................................................... 29 days to REPAIR or CONNECT a side sewer a 1 a November 19.6-..._. for •-----------•-----•-•--• - c , Permission is granted ---- - - --•------•-•-------- ordinances. app lication on file and governing with City Sewers in accordance with ATTENTION IS CALLED TO THE FOLLOWING: ed 81de Sewer Contractor must to construct sewer inside Property line. A licensbeen inspected. iton before haswhen gy POrti of sewer NOTE No. 1—Tbe owners of the property may obtain a permit nolt cover be overning side sewers You get permit - - employed to construct aide sewer rdinance n treet 11.18.0 v . Oo and Regulations - NOTE No. 2—Obtain full Information regarding line; minimum grade of 2%• eat property tine and 12 inches inside property '-u-' . -- _ coverag NOTE No. 3—Top of side sewer must have at leash0 inches No bends in grade sharper than 1% conditaionn. l le for to the bappur- gil _ wCokto tmay develop within one year of et rcompletioned NOTE No. 4—Trenches in street our work which main sewer oroits failure due to improper for in the permit, or to do Y - y NOTE No. 5—jt is to t to insert o o anyotho the workthanis Provided te�� awful - - J 00 v City of Edmonds RIGHT-OF=WAY CONSTRUCTION PERMIT perm►tNumber: Issue Date: ;?01y 1 A. Address or Vicinity of Construction: l 1 F,6&- B Te of work (be s ific)• �('�/'/''t �" /1/l o r l- '1 i n. C. C. Contractor: _ 45 /rMlol Contact: Z/o - Mailing Address: / /4 y / • & 40n Phone: State License #• -Liability Insurance: Bond: $ D. Building Permit #-(if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ' ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family Single Family..;: ❑ Other INSPECTOR: W R ITGvTr INSPECTOR: F. Pavement or Concrete Cut,: [Yes &No G. Size of Cut: x H. 'Charge APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that maybe made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL. BE. PROCESSED FOR ISSUANCE. TO THE APPLICANT. Two sets of construction drawings 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. 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 material prior to the end of the working day; NO EXCEPTIONS. I have read the above ments and understand the permit requirements and the pink copy of the permit will be available on stimes fo ' s ction purposes. Signature: rC- Date: 7 /j�� � • (Contractor. or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: AU& TIME AUTHORIZED: VOID AFTER (f,, C> DAYS SPECIAL CONDITIONS: iA5rA•>, t Cat , RIGHT OF WAY FEE: : 0 NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997 FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.) Comments: Diagram CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: - Date: _ �:h. ; �° - _'rr � l.. r•, v""�t,'.d\'i'i 1. _.w.,�,r...��bY } �i. l r ry _ t . a _ U _ •,{Y - . . , sr. - 3 I �{• 1 City of Edmonds RIGHT-OF-WAY CONSTRUCTION It?, C. - .1-8 9 v r PERMIT Permit Number. V. Issue Date: r A. Address or Vicinity of Construction: 711 Puget Lane .(0#107006120) B. T ve of Work (be specific�nstall a 1 1/4" . Plastic Pipe ,in - et .Lane,: ti e - existing iYito existing main a c to serve target. C. Contractor: PUGET SOMN ENERGY Contact: DOUG OSITUD .Mailing Address: 1122 75th St Fill Everett. NAPh 03 (QW 356-2521 State License #: Liability Insurance: Bond: $ d D. Building' Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ ' Subdivision. ❑ City Project Utility (PUD,,GTE, WNG, CABLE,.WATER) ❑ Multi -Family' ❑ Single Family ❑ Other. fr INSPECTOR:: INSPECTOR: F. Pavement. or Concrete. Cut :: ® Yes ❑No G. Size of Cut: 2 x 4 H. Charge $ R• � f, APPLICANT TO READ AND SIGN P; INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmless from -injuries, damages, or claims of any kind, or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or li employees, including or not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THEEONTRACTOR IS RESPONSIBLE E#R WORKb 0311IP AND-MATERIALS.FOR A -PERIOD OFONE YEAR:FOLLOWING.THE-FINAL INSPEC, TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL,STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL, BE PROCESSED FOR ISSUANCE TO THE APPLICANT . Two sets of construction drawings 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. 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 material prior to the end of the working day;, NO EXCEPTIONS. I have read the above'statements and understand the permit requireinents and the pink.'copy 4the permit will be available on site.at all times for inspecti purposes. 19A/4.- &tea � �, -Signature:- Date: 2/23/99 (Contractor or Agent) CALL DIAL -A -DIG. PRIOR TO BEGINNING WORK NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. 1997 FIELD INSPECTION NOTES Comments Diagram CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) ❑ YES Date: Date: a ❑ NO A PERMIT EXPIRES `= :r-ad �-r— CITY OF EDMONDS USE - PERMIT ZONE �--- NUMBER CONSTRUCTION PERMIT APPLICATION JOB ADDRESS P, A SUITE/APTIt in OWNER NAME/NAME OF BUSINESS LEGAL DESCRIPTION CHECK t SUBDIV ION NO. LID NO. ¢, z M ILIN ADDRESS ��, PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING REQUIRED DEDICATION 7ESCP Approved ❑ RW Permit Required (' Street use Permit Regd ❑ Inspection Required ❑ . seal` 0 pbli CITY ZIP �^� a•y2 TELEPHONE A �� (thd,,,"Aj4 L1 PROPOSED Sidewalk Required ❑ NAME METER SIZE LINE SIZE NO. OF FIXTURES PP.V REQUIRED O l it I YESIE< NO ❑ Z W r- ADD ESS REMARKS r f z a c,2 - A.r z CITY �yZIP � TELEPHONE •,,, ;�.��� � (��" IT— ¢ ADDRESS 0 UNO EaL S a ¢ z CITY ZIP TELEPHONE Oio STATE LICENSE NUMBER EXPIRATION DATE P.t 40gd .-7 Z I LEGAL DESCRIPTION OF PROPERTY - INCLUDE ALL EASEMENTS 0 PROPERTY TAX ACCOUNT PARCEL NO. . NEW RESIDENTIAL ❑ ADDITION ❑ COMMERCIAL ❑ REMODEL ❑ APARTMENTS ❑ REPAIR GRADING . CYDS ❑ DEMOLISH ❑ TANK GARAGE RETAINING WALL CARPORT ❑ ROCKERY (TYPE OF USE, BUSINESS OR ACTIVITY] EXPLAIN NUMBER NUMBER OF OF DWELLING STORIES UNITS DESCRIBE WORK TO BE DONE HEAT SOURCE I GLAZING % M CHECK NO: T 1 —a .4 ENGINEERING MEMO DATED REVIEWED BY t f FIRE MEMO DATED REVIEWED BY W IL VARIANCE OR CU ADB# SHORELINE N SERA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED EXP I LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT SIDE REA +BUR 2 Z LOT AREA P fJt IEW BY J D�TE % ,. • a PLUMBING / MECH REMARKS' ❑COMPLIANCE OR CHANGE OF USE ❑ SIGN ��� ❑ FENCE ( X FT) ECKED BY TYPE OF CONSTRUCTION CODE OCCUR, ❑ OTHER GROUP ECIAL INSPECTO A� P, ❑ RENEWAL QUIRED ❑ YES 2rAV Q EMARKS INSPECTIONS PER UBC 108 CRITICAL ,�^� AREAS n, P.T NUMBER i �' FINAL INSPECTION REQUIRED VALUATION PLAN CHECK FEE LOT SLOPE % BUILDING ST ED DATE PLUMBING FEE MECHANICAL ' - THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERR41T COVERS WORK TO g BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC 7 DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MAROUEES,ETC.) WILL REQUIRE GRADING/FILL F SEPARATE PERMISSION. ¢ STATE SURCHARGE W PERMIT APPLICATION: 180 DAYS a STORM DRAINAGE FEES PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS rn in U.1 "APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE. IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF ¢ EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND a x ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY O FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 0 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSIT ^ )55 x NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' Vi TOTAL AMOUNT DUE 0 i 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION - GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERStDN WILL BE EMPLOYED This application is not a permit until signed by the IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHIIVGTON RELATING TO FOR INSPECTION Building Official or his/her Deputy: and Fees are paid, and WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. receipt is acknowledged in space provided. (425) SIGNATUR UWNER RAG NT) DATE SIGNED OFFICIALS SIGNATURE DATE i 9 771-0220 ; .. w5 -" r C7 z s J m ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OF3 STRUCTURE UNTIL INSPECTIONA FINAL CERTIFI- CATE CSY HAS BEEN GRANTED. UBC ECTION 109 CATE OF 5R4 ORIGINAL - FILE YELLOW - INSPECTOR PINK - OWNER GOLD - ASSESSOR a m EA �5 Qg `-� E o N 01 Col. -f 1.{� o�N O LG1 Nora To'rAt sfrE AarA ' 0.46 Ac• (2019o9.5f.) z23.as _ f - s 161 KNZ I I 1 a1 ': PR.O$O5ED -.:.RE51PENtC• I• M�1N � lull ( Owsm*v rx' too r-• — in IF 26-0 1 p � f PUGET LAN E AN w ? GAS 110 s to�'8o0 t°tAL r OVA O/ S'�GO'C'It i 5 a �o � o\ �r�- /ZL DEC 1 1 1998 PERMIT COUNTER STREET FILE 51Tt i PLA\N LOT 1, NUP:tTETZs NT,?P'N CIT' Y OF- Er,)MONTnS n ls.T U M Pr. 1o�f3ENclt MA.R►< = TOP OF _COnICIZ�T'E M�rtuMENT HE71G-HT CALCS A lo2,s- 13 1 0 2. o TOTAL: t4 17. 7 - i•t = 10V. 875MEAN i 4 ;t 5.00 O 1 31. 675 MAX \° \ \ / Al 10 Aws c-0 \ o Doti j Ga:n►.c-�-- % / o AD ry lInAv i I , \ / 1. v . y vC41� ti � NOTES: ,L 2 DAYS BEFORE YOU DIG 1-800- 424-6555 TES; CITY OF EDMONDS .D LOCATE ALL UTILITIES. CALL 1-800-424-5555 24 HRS. BEFORE DIGGING NEY 1S NOT REQUIRED ;NTAIN A MINIMUM OF W HORIZONTAL AND 3' VERTICAL CLEARANCE FROM CITY UTILITIES AND APPURTENANCES. TS IN PAVING SHOWN AS CUTS IN PAVING ANTICIPATED TECT MANAGER DOUG USITALO (425) 356-7520 DD 7e I DESCRIPTION DATE I BY I APP'O I[YI;[ON AS -MILT twomiITION ►tTTDI a eanuera coaeiluTDt BAIT WFLEnD Y Cds1EIIA TRIT MALUA IREW rttc a 7w NsfTt11E BAIT Dl TM M Will IM HATCU., Tot.. ► ME BAIT W► Tll[ t�► T.E W rim ►t►E wowAtym In 0 T►tT® n Qj ITUCI:'I (CFTC SOUK® e�l� s:l�aERGy W tw v 0) ^"T 61.06 w — — — m. PROPOSED MAIN FOOTAGE Dula No= cd wa Im WTOIIN. TDTAL ►wA►E ETm w I- /4 ' 20 -vm 1-1/4" PE IP MAIN EXTENSIO TO SERVE: 711 PUGET LANE 0 0 am CRAIG °'"'°"' 107006120 CWMA►►OIr-F�A9A.1 Z-Y 'q`l 1/ 1