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21727 80TH AVE W.PDF111111111111 7201 21727 80TH AVE W STMEET RI': Lovell-Sauerland Surveyors * Development Consultants 9 Planners GERALD W. LOVELL P.L * S. JURGEN P. SAUERLAND P . L. S. RECEIVEV & Associates,0CMnt9Y8,7 Storm Drainage Calculations for Multi -Family Building 218th St. S.W. and 80th Ave. W. ijif. 0) pu�rjc �Wg-r-kd October 17, 1978 File No. 78-238 C A c- e-4atql io - 11 -78 Site Information Total Area � 0.23 Acre ov Average Slope - 1% toward center from east and west and 1% in southerly direction Site Condition - Grassy 0�- Estimated Runoff Coefficient - 0.20 c Offsite Contributing Area' - 0.10 Acre OL Using the Yrjanainen and Warren Method for simple retention/detention basin design, the following calculations.are to determine the required volume of retention of this development. Contributing Runoff Offsite runoff entering site from north Cd = 0.5 0�- Area = 0.11-Acres 0,S4 V/ Distance to outfall from most distant point - 230 ft. at slope of,11.-0% V = 0.75 fps. Collection time is 10 min. V 2 J15 Tc = 230 + 10 = 15.1 min. 0.75(60) 1J.-Z Intensity = i - 1.30 in./hr., 10-year storm freqdency (Chart 10) 1 4 0.3A C existing -(Offsite C)(Offsite A) + CA 0.5(-O..-l-) + 0.2(0.2.3) =-O--2,9r- Total*A -0 33 0. 57 Q Existing = Qu = CiA = 0.29(l.30)(0.23) 0.09 cfs. Q Allowable = Qu = 0.09 cfs. Future C - Offsite - 0.5"' Onsite - 0.6 (Roof 0.05 Ac. @ 0.9, Paving-0-08 Ac. @ 0.9, - 0.34 Landscaping 0.1 Ac'. @ 0.2) C d = 0 . 5 LQ--4-) + 0. 6 (0. 2 3 -0<57 00 Q Allowable =-O..-4-79�cfs./Ac. C Future Acreage X Future Runoff Coefficient -C--3-,-r(0-57) 6,,57 o674 23108 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1594 0 Storm Drainage Calc.--218th St. S.W. and 80th Ave. W. -2- Oct. 17, 1978 Assume Orifice outlet condition. T -25 + f1-762 = -25 + /176-2- = 35-- 7—min Q0 Vs 2820T -40'QoT 2820 1115, 40 6, ell S, U-5-7-) - W,47-9-) �4-'5-cf. /Ac. T -� 25 3&-t + 25 41� V Total = Vs Ac C j.83-,E� cf. Storage Provided 40 if. 1211 dia.,& 0.7854 sf. = 31.4 cf. Parking Lot - 65 X 36 X 0.171-1, = 130.0 cf. .3 2.54 vf. 4811 dia. CBMH @ 12.5664 = 31 .9 6, 4- 2-34 Total 193.3 cf. > Sizing Orifice 0 - 1,0 0 Max = -0-.-&g- Cd = 0 .62 h = 2.54 v' 2g = 64. 4 " 0. 30 A = Q C d AF -0-09- — = 0.01135 sf. 0.62 %F6-4.4(2.54) Dia. /5�: = 0.1202 ft. 1.44 in. ' ; Iff - 0 21 q57 4 &?. Use 1-7/1611 dia. orifice 0. (13 -18 ok w,/e-xce*s Check Q for 1-7/1611 orifice with 2.54 ft. Head 2 2 2 2 A = 'TTD 'IT(l.44) 1. 62 in. 0.01127 ft. 4 Q = CdA vf'�—gh = 0.62(0.01127) /64.4(2-54') = 0.09 cfp. OK Check capacity of 1211-CMP for overflow Q Max = 3.5 cfs. @ 5.0 fps. with slope equal 3.0% Use 1211 CMP for outfall. F. C.q N-11 ,e S t'D TER to fpcls.' OT q�' AT S— r at ui LO t SIT 409 21 H': S T. El L-Ij CE 7= 1219TH ST S.W. Ca I r C-1 It 220T ST S.W. J It, zz- ?-'o o TABLE 1 RUNOFF FACTORS FOR STORM SEWERS FLAT ROLLING. UNDEVELOPED*LAND Wood & Fo ' rest .. . . . . . . . 0 10. 0.15 Sparse Trees & Ground Cover 0 0*:15 0.20 Light Grass to Bare Ground . . . . .. 0.20' 0.25', DEVELOPED AREA Pavement & Roofs 0 �-.9 0 0 . 9 0 Gravel Roads & Parking Lots 0.- 7.5, 0. 80'! City Business . . . . ... . .. . . . . . 0.85 0.90 Apartment Dwelling Areas . .: . . . . 0.80 0 . .85 .. Industrial Areas (Heavy) . . . . . . . 0.-70 0.80-' Industrial Areas (Light) . . . . . . . . 0.60 0.70- Earth Shoulder .. . . . . . 0.50 0.50 Playground . . . . . . . . D:25 0.3'0 Lawns, Meadows & Pastures . . . . . . .. 0,20 0.25' Parks & Cemetery .. 1.1 . ... . . . . . .. 0.�1.5 0.20' SINGLE FAMILY RESIDENTIAL (Dwelling Unit/Gross Acre) 1.,0-1.5 DU/GA . . . . . . . . . ... . 0.30 1::,5-3.0 DU/GA . . . . . . . ... .. .. . . 0.35 3.0-3.5 DU/GA : . . . . . . ... . . .... . . . 0.40 3.S-4.0 DU/GA ..0.45 4.0-6.0 DU/GA . . . . . . ().So 6.0-9.0 DU/GA . . . . o..60 9.0-15.0 DU/GA .0.70 14 2/1/77 -7, 7-7 R-K 0 m 0 ==WAIm:!ZAMMMMNMM ra "MOMMOMIM018 mmrAEMWA mis mr, 0 r- J"'A'22MM MFAM;o;YMMMMM Egos W, i 9 9 F'A'9 M" C ; M" a' IM rIMLI-67,0MMEMENIEN ,MW.TAMNEENEEIEI WRYAMEMENHolml WMEMISM11111 kAMENIIIIIIII VANEEIIIIIIIII mommillaiml, 111111111111t IMMEMENIIIIII �m 0001111111 MOMMINIIIIII MENIIIIIIIII aw" mmw -- m"'m zoom 40molm RE'i-L-N7 I OiT/-l-jETBN-'i I ON BAS I N LUUA I I VNZ) -4 r Pi ri YEAR ,IGN STORM -25 YEAR DE�IGN ORM PEAK STORAGE MAXIMUM STO A6 AREA TYPE OF OUTLET PEAK STORAGE (MINUTES) MAXIMUM VOLUME (FTPAC STQ A-G5 TIME (MINUTES) VOLUME (FTVAC5 TIME ORIFICE WITH HEAD 1�762 T=-25 'T� n vs 2820 T 40 QoT 2138 25+ -fill ---�o vs - 3420 T ..T+25 40 QoT RENTON- 0 T+25+ SEATTLE A i��t CONSTANT FLOW - 1175 vs 2822 T 60 QOT + J��14-�25-- - T= 25 'To— vs 3420-T-- 60 Q T. C 14 10 I T=-25 Qo T+2 5 T+25,. o.. T= -25+ flE8 7ff— vs - 3000 T _ 40 Q.,,,T - :2194. T 2 5 Q V s 351+0 T Q,, ORIFICE WITH HEAD 0', QO, T+25 .0 T+25� TACOMA 1250 VS 3000 T 0 63 '[114 �vs 3510 T H AR-T 12 CONSTANT FLOW T=-254- Qo T+25 60 QOT T;z-25 Qo -T+25' 60 QOT ORIFICE WITH HEAD -IF2255 --a— T=-25+ V' o Ivs vs. -36W T T+25 40 QoT T=-25+ -1[2 7 �O6 0 VS 4329 T T+25 40 Q 0-T NORTH BEND CONSTANT FLOW --jfl 503 T=-25+-Y 7�—o- 3607T 60 QOT 1804 T.=-25+ pr vs 4329 T T+215 60 QoT c;4Lrl 18 T+25 'WITH HEAD 076 T=-25 4L vs 6522 T 40 5n6." 13 vs 80 20 T 40' Q SNOQUALMIE---�-- ORIFICE qo -T+ 2-5 Q QO T+25 0 PASS — +-If 2718 T 2 5 -;:�— v s 6522 T - 6.0 Qo+T -IF334?g' T=-25 7�0 V s .8020 T - 60 QOT CONSTANT'FLOW V. 0 ---m T+ .., - T+ 5 CHART 33 ORIFICE WITH' HEAD +f =6 T=-2E 20!03: vs 4164 40 QoT 7 3075 T= -2 5�+-i To Qo vs 4920 T T+25 .40 QOT Qo T+25 SKYKOMISH 1735 VS 4164 T F2o . 59, T=-25+ vs 4920 T 60 QoT 1 CONSTANT FLOW T=-25+ T-+-�-5— - 6 0 Q 0 T Y 00 T+25 CH A R7 2- 1 --- �0000�� NEINENNI�=MwNNM=N �011��Nmns 00111�� SEINNIN w NOMFOON milli= ev Pik N -MrA-Pdp VA L' z-- WEN M I I I UPOWPOPORIM Email 00 W-0.0 mw_zw OOM" WE WEI WiEgWen ONN.WARIN ME 00 raw ORION IMF ORION 011111 111011 0. 40 -0000' 42-9 Fu 4 u re-- 5� t C A-,-, c A,- -0 4"1 L_ �Zel VOO, The City of tdmonds rawing EASEMENT NO . .............. . ............................ 'QTI EE I _*t. _VViC rl It CONSTRUCTION REPAIRS: LID NO._': .............. . ASMT. NO . ............... OWNER ------------- PERMIT NO . .................... I? I ------ V_,^ ........................................ CONTRACTOR ...... ---------- ..... ... TH Ave-W LEGAL DESCRIPTION': ... L'O-T'*NO.*'.'.'.'--..i.'i'.*", JOB AD 0 ......................... BLOCK NO . .................................... DRESS ...... .......................................................... Ag* . ........ 4i;�rc_x s ..... Nt .... t!�Q ... a_nd --- less .... jE..5.1 .... HaA NAMEOF ADDITION ......................................................................................................................... 0 0,119 C co I PWW-OWl-1 1/75 (REV.1 1178) (PC, r or- l"C a p;pe (2 1 zleer) 414- F I i 75, 1 C.U. ripe (2'Jeep) wa-trev. Sevv-Mr_tev-_j4--,-ree a-t Meter P.V,.C- ev Service Line 3034 - C P-s-f - 40) TH s, 17, > 18 , I. S W Approved: DATE Df—tZP.�JM9.... By --------------- ------- brtkwyt ZraZ� NOTICE: No warranty of accuracy. The information on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of �Edmonds does not warrant the accuracy of anything set for ' th on these map(�-). Any person or entity -req uesting a copy should conduct an independent inquiry regarding the information shown on t e -map(s), including, but not limited to th . e location of any sewer stub shown. Such sewer stubs may or may, not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees o-r officers Sh-all be ha-b-le' for the information given on this map(s), nor for any one representation provided based upon said map(s). APPLICATION The City of Edmonds for EASEMENT NO . .......................................... I SIDE SEWER PERMIT W99pumEET FILE N NEW CONSTRUCTION REPAIRS n LID NO. J5Z ... ASMT. NO .......... He I I ................................... PERMIT NO. OWNER ------- S .... %.). --- e ---- ---------------------- ----- CONTRACTOR ... E .x . ........................... JOB ADDRESS ..... 14 ..... -- LEGAL DESCRIPTION: LOT NO . ........ U ........................... BLOCK NO - ------- ...................... ..... . ... .... ---- .... ... ................. 144 % .. IS ....... 4�rcs ........................................................................................ NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- OTHER THAN SINGGLE RESI�ENTIAL I - . * -0 ....... A .......... ..... C4.) .............. 4 It and P-V-,C- lwdc Pipe- Sck 3o34) 4'c-0- It 00 cn R/w ee 61, C-0 - 3'd - -P) f - 2 _ I STH S�Atj. VIA BALLINCER L IFT STATION Approved: DATE ..... By Tc)�ws c) LA .................................. YU.Yh� CITY OF EDMONDS FOR INSPECTION CAI*. ,PWBLIC WORKS DEPOMIENT Permit N? - _641i 77572525 Ext. 220 Issue Date 1111175 SIDE SEWER PERMIT k,�, PERMIT�MUST BE POSTED ON JOB SIMI� I Address. of. Construction 7—rjf 2. Property Legal,Description (include a11 easements) Rig 3. Single Family Residence Multi -Family P," No. of Units Commercial 4. Owner and/or Builder ive� A- ye -e 5. Contractor & License No. 8,.A .4 3 o� t3 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). E-4 7. Cross other private property: Yes No k--' Easement required - attach legal description and county easement number. READ THE FOLLOWING AND SIGN: 04 a. Property owners must obtain a permit to install side sewers on >4 their property. A licensed side sewer contractor must,be employed to construct side sewers in the public' right-of-way. b. The side sewer contractor assumes full reponsibility for each E-4 installation for one year. N 0 C. Commercial establishment requires a minimum of a six inch (6") P4 z side sewer line. 0 d. Side sewers may not be installed closer than thirty inches (30") to.any structure. 0 e. Side sewer lines must be laid at a minimum grade, of 2% (1.15 0 and maximum grade of 100% (450). 0 E-4 f. No turn in side s8wer greater than 45 (1/8ibend) is 0 allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and Wye with.removable cap. . . g. No down spouts, footing drains or floor drains can be connected to side sewer system. - h. Pea gravel is required'for bedding when installing sewer lines through other than granular soil. I 11 i. Cleanouts are required at 30"-60" from each plumbing exit line .and at minimum intervals of 100' along sewer.'line run. j. Trenches within City right-of-way must be restorea, to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. l.. Inspection during normal working hours only. Two (2) working days notice required. .DATE: /-7 C I certify that I have read 11-2 and shall comply With the above PERMIT FEE: b W - - '0 CONNECTION FEE: P4::) I- _2 , . to _1� 0 , 00 T DISAPPROVED BY: Date: B Date.* APPROVED By: Date: 'jil(n BE POSTED ON JOB�SITE i- Z 1� U 0 U 0 Z U 0� 0 CITY OF EDMONDS 11W PUBLIC WORKS DEPARTMENT RIGHT - OF - WAY CONSTRUCTION PERMIT W-Permit No. -7 S� - 3 9 K- STREET FLE Issue Date ;-7 K--An L/ -7 9 A. *Address or vicinity of Construction 2-1 -7 Z -7 2g-::5TU_,4 oc_ (.1-J Owner: 59E-4-) - Name Mailing Address City, S�tate, Zip Code *Contractor: f�Lame tetz, &c, �<_ 12 -5 M:kiling Address go,.404i D5. Wa City, State, Zip Code 0 Permit Issued To: 'Rk!>9 Ah-__Li&J Type of Work to be Done:S1JX- a 15im .6 ^1 D 9-4 k-2 • Work in Connection With: El Sub or Plat El Single Family 0 Comml. / Ind. X Apt. Condo. • Pavement Cut: El Yes 0, No State License Number Telephone Number ** NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE ** B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any 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 it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit must be available at the job site for inspection purposes at all times. I Signature: Date Z 7--h 1!z Owner or Agent THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK A C. Issued By: Time Authorized: Vold after E> C) —days Special Conditions: Ammendments: Permit Fee: I S - Security Deposit: Receipt No.: oo ,- (:�) Fund 111 Fee: Street Cut Dimensions X * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 z 1� U 0 U 0 L) 0:� 0 CITY"OF EDMONDS 1.W PUBLIC WORKS DEPARTMENT RIGHT - OF - WAY CONSTRUCTION A. oAddress or vicinity of Construction o Owner: 4.1- ilo Name Mailing Address City, S ta te, Zip Code Contractor-�, 1,A, Name Mailing Address 7 City, State, Zip Code Permit No. Issue Date J R A- R. 111110. Permit Issued To: 9 Type of Work to be Done: [ 9 Work in Connection With: El Sub or Plat El Single Family El Comml. / Ind. E] ��k'.. Condo. MI. 0 Pavement Cut: El Yes El No State License Number Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any 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 it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permi must be availab ti Sig Owner or Agent at the job site for inspection purposes at all times. te THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authori�ed: 'V61d Ater —days Special Conditions: Ammendments: Permit Fee: Security Deposit: Receipt No.: Fund I I I Fee: Street Cut Dimensions X * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 FIELD INSPECTION NOTS (Furid. 111 Rot? cony 'to 'Street A Dept] Comments: Diagram: Contractor called for inspection,, Yes Work DisaPproved By: Date: BY: Date: Work Apr)roved By: —Date: 7/ Inspector: Eng. Div. December 1978 q - "I h C .1018 MBLIC VULITY, DISTOCT.No.1 of S 6h S ounty— AREA RevaO/77�-_S.. Locatio 1 -T R .,Re*i on -,Scale k S__�� si Reason for work 1`14L LAR Ek- '1ngineii I -A A C- —As Built Pl_'(LS 'E,02 S V (f 't<i \-A -�Qz*!�_ L�Lz_ R UZJile.N6. Approvals PE&MIT REQUIRED +CM1IGN -CONTACTS EA$EPAENT IN-VIRO14MENTAL ANALYSIS- \D S Company Exempt:under'Di strict SK'PA Typ J.RN. No.� prqt*dfj se, tion III-i-A Date -Granted nvor..- Pare a Item C�' Fe6s recI'Mired YesO NoO 'w7! Q! ph Log Posted In4entory Type 0 -fr—ansf.Cor;dl Pole Do Intv kitioin Veferred To: pt. Date- Amount,11SIM Moppost [Circuitm 22 Date Released'For Construction Date Work Cpmpleted B, Fortman S bstation- H. VA. Colld _Circuit Number— Ll LF,A- '! 7 10 �A tict Ft AJ6-7. iRem Tt v-L2L-Q—Ckt --- L�_ kt,F-t Water Sewer Gas* kh �-ib T' 0 .,�"'E tA R'4 Q Q,�E,-NA- * 'C5 0 1. ii> VI U", I 71- 0' T -1 At S Rv %A v I - t� C' Q'L . A M A 7.. 2 (!�.s C 0'�A!'r ii v-r-, A _4��31 - X, 'v �P' o. 6 R - -3 -1 R'G v\ 0 (A)q S cc v F G A. I�A 77R_ 4S�- K ;D 0 L'T --C VS-� 4>' "J� L Q-'CF J) 77 C> L) S OQ 70 'CID) L) V -4S-31 7)� �F �A 0 v LE C) 13 TUWAY MESSAGE] TO FK-k-,M SUBJECT: 2-17 2- 7 — �� Loq--. uj. DATE 19 . C-P., m E s s A G E [S I G N E D R E p L DATE: SIGNED CASCADEG Ll-C2375 PRINTED IN U.S.A. CEO=— US E P -BUILDING DEPARTMEN Applicant Fill .6 . x 7ONE N LR IFT m inside Heavy Lines PERMIT APPLICATION .,- )DRESS NAME (OR NAME OF BUSINESS) Z_ i.EGAL LOT PLAT NA E SUBDIVISION NO. 7_ I W MAILIt z !_�J �r,4O . 3 /3 C, PUBLIC RIGHT OF WAY PER ORDINANCE NO 0 CITY T��IHCNE NUMBER OF WAY 6:>c�;;0_01* EXISTING, RIGHT 4 PROPOSED RIGHT OF WAY 77A TME DEFICIENCY OF RIGHT OF WAY U Uj ADDRESS STREET/UTILITY WORK ILQUIaED IP Y CS NO PEHMIT FOR WORK IN PU13LIC R/W OYES NO U TELEPHONE NUMBER (r E _17 Y UNDERGROUND WIRING REQUIRED Id YES ONO < CONNECTION TO SANITARY SEWER YES 0 NO NAME SEPTIC TANK PERMIT REQUIRED Y FS ki NO SEPTIC *TANK PERMIT N 0. 0 ZDOR ESS I'_ U SEE MEMO DATLO ) I- C,�,l 7 CITY I ELEPHONE NUMBER REMARKS z C: 3 0 U STATE LICENSE NUMULH LICENSE NUMULH CHECKEr) 13y I LeQaI Cescripti�n of Property (Show Below or Attach F our Copies) METER SIZE UILDING SUPPLY SIZE IB REMARKS z 0 SIGN A-;�EA ENV. REVIEW ADB NO. I- ____ — m ALLOWED PROPOSED COMPLETE EXEMPT E - SHORELINi U w J REMARKS _j /1 0,16 i,,,Q- VARIANCE OR 'PLANNING REVIC/1, 30 DATE YARDS CO ERAGE &I F R ONT S I DE 11 E A R /5 1LOT N EW RESIDENTIAL NON-RESIDENTIAL GAS L:NE S GN FIRE ZONE (9-" T — E OF CONSTRUCTION YP _r CODE N I �, HEIGHT ADD F-1 DEMOLIS H F RETAINING SPECIAL INSPECTOR REQUIRED R EA OC( PANCY OCCU FGR 0 U I OCC PANT U LOAD ElALTER EXCAVATE OR FILL WALL FENCE X_FTI YES �NO PL-AN CHECKED By THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX IRE -MOVE swim SHOULD BE CODED 31.04. R INSP. L_j POOL REMARKS �UM NUMBER OF STORIE' U M BLER 0 F :1E ING , L 7�O 1 ELL UNITS U IT S PTATURE OF WORK TO BE DONE it U ")A V) w PLAN CHECK FEE VALUATION PROPOSED USE PLOT PLAN IND I CATE BU I LDING SETBACKS. ABUTT I NGSTR E ET S I BUILDING U 'n PLUMBING w 0 C3 r,!ECHANICAL 0 FENCE iii, or lier si)okiNe, heirs, assiu,"s and 5IGN mtefesj. jo ill(le,111iify, defend and ljold harmICSS InETAINING WALL 7 tile. City of Unionds, Wjs1fill'alon, its olliclais, employeLs, and (z �Igejlt% I"Folil ally and Ml Claims for (1�1111�jjves of wimtever nature, < :I,WIMMING POOL_______4_ , . 71 01 W., 'Iti, 'I, w 11,ml 111" k,wowe (,I, IlIk I" mit. FEE 0 U 1 X w l- z w (L w Q Z C L C Date MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: �—kr—LJ—R-: 2-1ELT-4 21-7,Z-7 After review of the subject building 'permit application, we have the following comments: 2�ZLr Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. The contractor is required to keep the abutting streets cleaned of dirt and debris caused by the construction. IV The "Right-of-Vay Construction Permit" is required, from the 7— Engineering Division of Public Works, for any work within the .Public Right -of -Way or public easement. Driveway slope not to exceed 14%. Connection to sanitary sewer required. Septic Tank Permit required, submit design. /-7 Fire hydrant required, submit design. Site drainage per code # See approved plans I(p-Z4- /-7 Curb 1-7 Sidewalk /);�' Paving required. 7— /-7 Bond required for public improvements. Submit cost estimate. 87 Underground wiring required. 7 LZI Approved Engineering Plans required when applicable.* 1-7 6x Qmwwn JI, 17- nAJ "'o YV AM Ae"V 10 Rev. 7/78 Fo--r Fr�!d- F. Herzberg, P. E. City Engineer Department of Public Works Z- Date kic WORKS DEPARI'MENT CHECKLISIO BUILDING PERMIT REVIEW 1-7 2 lv� -7 !RQ ALE LAdress Street Right -of -Way Existing REQD Access Easements Existing ?QD '�Utility Easement Existing REQD �,ot per Subdivision Plat Assessor Map Site Plan Checked for Accuracy, Underground Wiring Reqd. Check Accuracy of Legal Description 41 Environmentally Sensitive Area Environmental Checkl ist Reqd. Z Flood Hazard Zone u Shoreline Managenient Area Z Slope, Soil, Vegetation Stream, Creek, Drainage Basin Existing Zoning Per Code Amenities.Design Board Approval Reqd. ADB f Approval Board of Adjustment Approval Reqd. Review By: Date: Existing Water Main Size I'h Water Main Reqd. Service Line Reqd. W Hydrant Size Existing j 4Z Hydrant Reqd. Per Fire Code Size Detector Check Meter Reqd. /VO _ Cross Connection Inspection Fire Department Comments Water Meter Charge Reqd. 'Review by: Date: 1�,-7— 71 T Septic Sign pprove 7Tank ate.: Septic Perm.Tit Reqd. .t � Permit No. Sanitary Sewer Availability Proj Dra:wing No. File No. Side Sewer Availability Sanitary Sewer Connection Fee Reqd. Review By: Date: 7- 79� x x Ditch Exist2-119 S"Zn 2:f- Reqd._,4;�! Culvert Reqd. All ;�e P� Catch Ba8in Reqd. fir icdte on Site Plan 0 Shoulder drainage n-nintain collection. on swale open rmoff -'�L-u-�hole rcqd. Indicate on Site Plan Soil Conditions and Ground Water Field Check'ed 1�oview by 1bte SEree t - Paving Reqd. Curb and Gutter Reqd. Sidewalk Reqd Curb Cut for Drivei�ra y Reqd., P� Right -of -Way Construction Permit,Reqd. .4/ Bond Reqd. for Public 1uprovementsi , Street Nam Sign Reqd. 4_1 a Other Signing Reqd. Pre Pelmit Site Inspection made on 0 BY: MIER U W WATER STREET ENCTNEERING xx mr ME W xC Special Requireri-ents listed in mem to Comninicy Development Department, Building Division BY -Date o All items filled in on Building PeraEt Application r4 BY Date P4 DrmTings Stamed and Notations Made 77? BY Date s Departixmt: Approved by Public 'Norlc Revised: IV 10-1977 STREET FILE TO A PROSPECTIVE APPLICANT FOR A BUILDING PERMIT PROJECT: A D 15 -118- 7-7 H MWALL-'70, A The plans you have submitted for the Amenities Design Board or the preliminary plan submitted, prior to the application for a Building Permit, has been reviewed for general conformance to the City Codes in regards to site improvements. You are required to submit complete development plans for utility and street improvements required by the City Code. In addition, you are required to post performance guarantees with the City. The above items must be done prior to issuance of a Building Permit. The following items are brought to your attention at this time for your action prior to submittal of the Building Permit Application: TA.A", AMSM�� -t-0 miff 11��'J'Ibucx wow DMPT. If you have any questions, contact Bill Nims of the Engineering Div. at 775-2525, ext. 220. - -A ;.,m Reviewed By: 10/771v "� S I . CITY OF EDMONDS STREElf LES DESIGN BOARD APPLICATION OWNER/REPRESENTATIVE '5vc-�K3 H E:L.LSTaE�k--J PHONE 7 -2 (,- 3 7 e, �Z ADDRESS 9 �_ p�. (�-prZurE7 n-r E7MM 0 XJV5 ZIP CODE 98o2,C.; AONTACT PERSON CHUC11- LC--E' .PHONE '7i4s-- qy/8 . -7 V 'S W -3oT ADDRESS PL ZIP CODE 98ol/ ARCHITECT/DESIGNER- U L PHONE PROPERTY ADDRESS AqE7 ZONING LEGAL DESCRIPTION PLANS SUBMITTED FOR APPROVAL: 1. Building Plans Preliminary V Final Site Plan v,,' Landscape Plan Elevations 2. Sign Elevations Site Plan Landscape Plan- 3. Modification of previous -approval EXISTING USE OF PROPERTY DESCRIPTION OF PROPOSAL ro C-0)JIrMUC-1- J4 ."311- r-M6%-"F A-17r, rIL77G- APPROXI14ATE DATE WORK WILL BEGIN 014 PROJECT ESTIMATED TIME FOR COMPLETIO14 OF 14ORK H I (we) hereby certify to the best of my (our) knowledge, that the statemenC: and information conLained herein are, in all respects, true and correct. (Signature ok Applicant) 7/78 0 00 J'A 4,� L4 rz I,, I C, r- t2 zj! t i 3 0 o 0 UJ w X 0 Al"t'? 1-1,4, L T T' 'A, V I K) C� V -v a o H, T- o 4.o t-,) i-i o u rz I- M E- S Rt LV M re- F� A, tZ C,� �5 r /6, C �* �n VW ,, Y 0 C- L r I t,-.) <,, T-C- Al ;Z7.�3 01*� I tic 5X�5rit,)<- 20' A51-1 3 - I z T 0 4�' A f4 T It C- ti - e1kc," (r--- t Sr �� X- 8 ro I'l, mO L LI 07 1 1 (13 91- T. 115, W, T-D, R- E L N) Q R, y PLC) T PL PNTZ r- IF L rl," Or� 1 H C C). 14 15- Z C> LOT 1-7 96/8 5'a. F,4-- U,K) ''I 'A En Q,T'.,� covcr, /1"C'E71. 2�ZI9 ZCk r-T. -FO r- otz RFLLERZ RECEIVED SpRu4tE, ST, SEP 21 1978 DOM, Public WOMS LJOP. Cil)N�3ULTANTS a y