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21010 76TH AVE W (3).PDFIIIIIIIIIIII 6311 21010 76TH AVE W 7"r LE M E M 0 R A N D U M October 3, 1990 TO: Bob Alberts City Engineer FROM: Bobby Mills P ., �f /Y4 Public Works Superintendent SUBJECT: STORM IMPROVEMENTS ON 7505 - 215th to 73rd PLACE SW if,wc J�, ocr 47990 During the recent rain, I checked the catch basins located on 215th St. S.W. required by the development of the apartment off 76th Street. These catch basins do not work very well. What were the requirements for water to enter the catch basins? Maybe it should be the Street Division's requirement to swale the water to the catch basins, I do not think so. BM/I k 215STORM/TXTSTREE FILE CITY OF EDMONDS 250 - 5TH AVE. N. - EDMONDS, WA 98020 (206) 771-3202 COMMUNITY SERVICES: Public Works o Planning * Parks and Recreation Engineering 8 9 0 C) C) January 30, 1990 Pineo-Michelle 21010 - 76th Ave. W. Edmonds, WA. 98020 Re: Drainage plan approval at 21231 - 76th apartments Dear Sirs: _#—L I?— / / LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR We are currently completing our review of the drainage plan for your twelve -unit complex at 21231 - 76th Ave. W. Your plan to run a twelve -inch diameter storm line along the east side of 76th beneath the existing sidewalk is acceptable to the City, with the following requirements: 1) -The City sidewalk will have to be replaced to City standards immediately after installation of the pipe. 2) Because space is limited and it appears that your contractor will have to close the east lane of 76th, the allowable working hours will be from 9:00 a.m. to 1:00 p.m. 76th Ave. will have to be cleared, cleaned up and opened by 3:Ob p.M'. 3) Due to the confined nature of the wor k, ten feet below grade along the east side of 76th Ave., we feel a certain amount of additional risk is involved. We will require your contractor to have an additional $100,000 insurance coverage in case of damage to the pavement or roadway subgrade. 4) It appears that a construction easement may be required along the property where there is a ' Phole" right behind the right-of-way at approximately 21321 - 76th Ave. 5) A preconstruction meeting between our staff and your subcontractor will be required to discuss specific construction concerns. A traffic control plan conforming to the MUTCD should be submitted at the meeting. 6) Soil compaction tests will be required to assure that the backfill is compacted to 95% density per ASTM D 1557. The contractor shall schedule and pay for all tests. Testing locations are to be determined by the City as the work progresses. Incorporated August 11, 1890 Pinneo-Michelle January 30, 1990 Page 2 7) A right-of-way construction permit is required to do this work. A street cut fee for the fifty foot cut will cost $273 x 3 (cost to -..cut a street overlaid in 1988) or $819, which will reimburse the City to repatch 76th Ave. Please contact our office and we will set up a time to meet. Yours truly, DAN SMITH Engineering Inspector AA b @(r'6 s DS/sdt c: Tom Reisdorf Columbia Land Surveying 6605 - 228th St. S.W. Mountlake Terrace, WA. 98043 APTS76TH/TXTST530 c y c 4 EX. C:5&A, Rlt-1-- 11, I.E'&ll LLJ,m LUG�4ENS TfRACTS F-D M NO- 3 -7-) 'REPLACE EX- C-5- WITH NEW 65 TYPE I I. f.E- NEW 12" OUT (6.)� (Nr=uj 121, FIFE OUT TO ,rBE-12'1j5ELOW-EXIST- co X I C5 10A C5 TYPE 1. RIM= 366 5 + (MATCH EX. f=AVMT)'(' IS 12" N46 362.1 a eaROUT NEW 12" CONC 5D. INTO EX. 4'D[A.�! R 4 11 - 1 45��. 5EFRM all 65 al'Ss 2 ------ Cy—_ EX.&" C-1, W.M. z U111 I I oil EX. C-B, (o EX. Ca EX, C15 Ex- C15 E X. G- 5 EX.C-512,TYf=,.i TYPE I CE3 RImm3KoB.I \--\s F, I m = 3 ro 3,9 C-5 12fRfM=3ro5- RIM=3&a,4 - '7�\ EX. CE3 10 IE- 12"N=350-3 I.E. ALL PIPE5=3,'o4,'�) TYPE II'R=301�0 C511 RIM=3&4.9 LE. 12" N46= I.E. 12 "N = -359.4 15 360-ra I.E. 12"5= 59] 14 13 12 11 77- V WitH iqeLu' ��-5 -TYPE. E' NEW 12" OUT (6J jm3(03'15.( NE 12" PIPE OUT TO - FLAN 5CALE; 1" 50' Gplou NEW 12" 0K 6.D. INTO EX. .41 C5 tY:=E 1'. . ......... "x- 7�MATCVEX. f=AVM . . ..... A =FRQK JE- 12 " 05 302--l- - FGRAz3E.AT E51, -PROPOSED PROFOeED TYFE 1, RIM= 32/0.6! ffER DETAIL- TH 15 5H TYPE 1, RIM= 3rocj.4 I' E. 12 N�- I.E. 12 E 4W 3aI'3 15' 12 C-ULV. N. GROUT TO EX. llROP, C-53 - 4 INLE-T-4 CONN. NEW C5 TO EX G5 TO S. WITH '1'---12" 5D, CULV 305.0 CONC.-CULV-- i - INSTALL fmER, f - �TYPE 1, RIM=3-1.5- S� ! DETAIL THIS SHT 12" ]I'\, � I C�55, EXISTING GROUT TO EX. 12 G5 TYFE 1, RIM= 365.2 - I.E. 6" 5 3615 2 4 C\i 3 to III IL 2 GA5 _L211 2 GAS _2 �2 211 It 215th 5T. /6.W, 4- -4- D Hl 41 1 "'0 5.M. 15 TOP OF EX. SAN. C5 -l' (EX.) ce 6, (EX.) SEWER M.H. ELEV=I'B.02 C5 TYPE I,RIM= G5 a, (EX.) C5 TYPE 1, RIM=366.4 CITY OF EDMONDS DAT. I.E.= 316.2 C5 TYPE 1, RIM= I.E. 12 "5,12 "WOX& "E z 1:k-lr-�:2� 1 ll')"='2�11:� 3ro4!B LUGHEN'5 TfRACT& DIV. NO, 2 PLAN SCALE, P 50' TYFE 1, RfM=3cS(o-& ' I.E. 12" N,E4W=354.21 I 14 TYFEle RIN=3a2.&, '15, 12 " C-ULv- N. I.E. 12" E4Wz3al..3' di-E. CULV= 36E�.O - GROUT TO EX. CONC. CULV 390 N E X. G ON C Ex. 12 SID Lv R:?QT 12" E4.Uj=3'1&.5 TQ EX. 12 350 EX,12 5D 11 . ..... 4ro'- 12 G(�NC- 61) . .. ..... --2 . .. . ......... . . ..... .. ..... .... .4 .... . ...... . . . .. .... .. ......... ........ .. ... . m 15 LUCHEN'e TfRACTe [DIV. NO- 3 b o C51i PROPOSED - TYPE 1, FRIM=3arofo 1,F-. 12" N,E4W=364.24 115' 12" GULV. N- I.E. CULV = 305.0 2 " GA5 2 Mi TPROfP. 59 4 INLET. [N5Tz TH15--� GROUT TO EX, PROP. G53 4 INLET CONC. CULV INSTALL PEF"*lr—'- TYPE 1, RIM=3-16--b -TAIL THIS 12" E4Wm3-i(o.5 DE -S�HT GROUT TO EX. 1211 CONC ' CULV, � TI. 2 Gs 4-21 2 2 215th T, /5 11J, L B.M- 15 TOP OF E>C SAN. SEWER M.H- ELEV=713.02 CIT'T' OF EDMONDS DAT. C-5 T (EX.) C-5 TYPE ],RIM= GE3 a, (EX.) I.E.= 3-16.2 C5 TYPE 1, RIM= 315-3, I.E. 12"=313-& 1 1 13 12 11 10 LUCHEN'5 TFACT5 IDIV. NO, 2 FLAN SCAI-�: I " = 50' C51, PROPOSED - 4\ TYPE 1, Rft-1=30i:�,.ro I.E. 12" N,E4W=354�2-- -4TYPEI, fRIM=352.6 15'12" CULv. N. 12" E4111=3513 [.E. CULvc GROUT TO EX. CONC- CULV 3130 ...... �G To ROUT PEX. CONG .. f I J�-t5 ... .. - 6ED 2;F F,0P 0 EX. 12 )rD GULV- N11 12", E'tuj=*31ro-�) V-12"CONG- 6E) GR:;)UT TO EX- 12 3&0 L� .. EX 2."0 2 4( :P'- 12 C �ONG.',SD . .. .. ........ ........ ......... ..... 310 ........ . ...... ........ 'LL PROP05ED ,Hf4g'l T'T'PE 1, RIM= 36114 LE.12"W=366d, 12"5=361.a CONN. NEW CIE� TO EX C-5 TO S. WITH -V-1211 51:: G55, EXISTING C 5 TT'FE 1, RIM= 36'5.2 - I.E. a" 5 = 361.5 2 3 T I I C15 6, (EX.) C5 TYPE 1, RIM=36a.4 I.E. I2"5,I2"W,0"N,&"E= a ro 4.B ,a 1& 15 41 cv LUC�4EN'e TRACTe ED IV. NO, 3 uo'� v-e v, oyi - --f Ku ('41 &-yi d W,7 ill LUCHF_N'�:-? Tf;;i�ACTC-p F,) IV. NO, .3 I A I-r" =111 36TYPE I I. I.E. NEW 12 " OUT (6 35r.3,13 (Nr=LU 12" FIFE OUT TO 15E 129 r=)ELOW-EXIST. FIFFES 4 1 EX, c5i�,A, RIM= 1. I.E.roll Lu.= .0 I I CzROUT NEW 12" CONC, 5D. INTO EX. �4' Df,4,,' !::B TYPE 1. RIM=3ro6._r5+, (MATCH E><, PA\/MT) J I.E_ 12" NVS = 362 10 41% 7T 00, tEZ-2 -rjA5 tlAdN 4" 45f=k BERM Ilk C-I. W _M!_� EX. roll C,I. W.M. cF_._ FX� C5 =_X. c.e. & EX. C-15 EX C5 EX. G5 EX.C512,TTF.ii 13 12RfM=3&5J � 1; F; TYPE I C5 F,[T� =.3ro 5"1 F, I m = 3 e, 3..:>, _[M= 3r,:, � -il RIMz3(o&.4 I F__ 12 "N = 350-3 I �E. AL L EX. G5 10 I,E_ 10"E4W=355.3 TYPE C511 RIM=364,'� LE_ 12" N4,S= [;= 360.6 15 14 13 12 11 FLAN 5CALE. 1" 50' GROUT NEW 12" CON ... ..... ..... .... ... -5.D- INTO -EX. 4'DIZ r kEPLAc,F_ e K. C-B,* WITH NEW ''I CEB � TY PE 11. LE, NEW 12 " GUT (6.). I:L3(03.o, .(NELL 12 " PIPE bUT* TO 5E 12" 5ELGWBXf�5T. . . . - � PIPE$ I I V C5 TY�=E 1. -RIM --(MATC14'EX. -,AVt-.tl A F-f-Rox. =,3:S,2J &iRA'bE AT C151, PROPOSED c5lApR01=05ED PROP. C59 4 INLET. INSTALL TYPE 1, RlM=3a&fo TYPEI, RlM=3a2.(o PER DETAIL TH15 BHT I.E. 12" N,E4W=364.2 I.E, 12" E4UJ=3a)3 15' 12 " CULV. N. GROUT TO EX. PROP. C53 4 INLET I.E. CULV= 38.5.0 CONC.CULV INSTALL PEP, TYPE 1, RIM=31a.lbi DETAIL THIS BHT [E. 121, E41J=316.5 11 GROUT TO EX. 12 CONC. CULV. 4 cq 211 GA5 211 4-7- - 4ecl- -�2 :121 2 IL -IiD 215th 5T,/51U� co— —A! --- mo B.M, 15 TOP OF EX. BAN. C-5 -T, (EX-) 5EWER MA ELEV=-lB.02 C5 TYPE I,F,[M= C5 5, (EX.) CITY OF EDMOND5 DAT- 1,E.= 31ra-2 3'15-aj.E.12 314.ro C5 TYPE 1, RIM= 315-3, I.E. 12"=313-a I -A 12 11 10 9 LUCHEN'& TR-ACT& F-)IV. NO, 2 FLAN SCALE: I" = 50' C51, PROPOSED TYPE 1, RfM=3a&,lo' C51,4,FROP05ED I.E. 12" N,E4W=3a4.2 TYPEI, RIM=35210 I-S' 12" CULV. N. I.E. 12" EAW=3,51.3 I.E. CULVm 305.0 GROUT TO EX, 390 CONC. CULV I.E Gf Cc TO ..... .... ......... . .. .... ...... EX. - G&�t ... EX. 12"SE). ..... .. yf DE. 1,.f;;, -�la.C3 IT=, 12" Ef.W='319,-5 V-12"CONG.6 :GR�)QT TO EX- 12' 300 EX.12'SD .4.4 12 5):5 ..... ...... .. . ... .. ...... ..... . . ..... I ... 31.0 ...... . . ...... * . ......... ....... C54, PROPOSED TYPE 1, RIM= 3roe.4 I-E.12"111=3roal, 12"5=36,11 CONN. NEW C5 TO EXJ G5 TO S. WITH I'-12115D C55, EXf5TING GE5 TYPE 1, RIM=-3rv-5'2- 2 3 777 -ev ce 6, (EX.) C5 TYPE 1, RIM= 366.4 I.E. 15 LUCHEN'5 TF�ACTe ED I V- NO, 31 4 1 Ex ce&A' RIM= 1, I.E.& W. oil I I U C—, �4 t7- N'b t t-t.-,d I -A-\ C—, t b �=) I V. N REPLACE EX. C.B. WITH NEW C5 TYPE I L I.E- NEW 12 " OUT (5-) =363.e (NELU 12" FIFE OUTTO 5F- 12" 5ELOW EXIST. PIPES r-B TYPE 1. RIM=3(o&.5+ (MATCH EX. PAVMT) I.E. 12" N48 = 362.1 GROUT NEW 12" CONC 5D. INTO E>�, 4- D[A. 9 10 C5 10A RIM=3&45 .4" A:: EZ-211 -rJA6 MAIN- 1,9 EX. V, C.11 W.M. (01, C.I. LU.M. �X E Ko EX. CE3 EX cle EX- C5 EX. ca EX.C512,TYf=1Ji T�;=C.te. TYPE I Ce EX, CGE3 10 IS 12"N=350.3 IS ALL I.E. 13"E4W=3553 F'IF'E5=3&4,'B TTFE IIJR=36-10 I.E- 12" N46= I.E. 12 "N 353.4 15 3roo.ro I.E. 12"5=359] 14 13 12 11 FLAN 5CALE: I" = 50' I C-iROUT NEW 12" CON . ... ... . ... ... ......... ... . ....... ...... .. - — ------ - ----- � -6,D- INTO- EX. -4'. D IZ REPLAc-F- Ex. c.5' 'WITH NELU C15 [1, LE" NEW 12" �GUT (5-) =363-1� (NELL 12." -FIFE OUT TO IBE 12". 5ELqW EX18T. PJ�E$ ....... C5 T' rmE. I -RI M-.-- 3ro 0.5;t -(MATC, 4 EX.'F'A\/Ml')' ............ .. ....... . A I.E. 12" q45 = 3&2-.1 ...... . FGk-�c)E AT T4 ,5 .4 7-4 We /I odL TA c- lo,4 e 74,, e-c e- 7' eye < 7A e- J4 7 7A-<- -71le All Walken/Roti & Associates '2'313 N. 172nd Street Seattle, WA 98133 (206) 3615-9435 LETTER OF TRANSMITTAL ale To: T-W ------ _taclpp ---------- ------------------------------------------------------------------ ---------------------------------------------- --------------- 7- At t n: L5 -W Wkl-l� Date: /� -- ------------------- A/1 \ - 0 -' Job Loc;--ition: 'dP1 54/Job No. JobTitle: ------------------------------ ---------------------------- S u b j e c t v _5 -------------------------- No. of No. of No. of Description Or i g.i na I s Sep i as Pr i n t s �;-/ ------ ------- --------------- 7PIe,4n - --------- -40Ae- )v For Appro%/al [-:'or- YOUr Pi-nl� I./OUr Uzse R Ee q U C-? 5:1 t Ot.her ------------------------------------------------------- k s: N&A Remar a (f"!�70 ------------------- M ILI j" I ------ 57 --------- By: ------------------------------------ cc: 1ptp, Ale .1 -7 p : /, a 5 'o 0,5 o.4-7 -73,,d LO -7 3rd el (ad 61 /-6v-�— Lv,- jg 0-)4 ello C � L/ LL) J A 741 Y-ol e-,i" e �-Iaer- ~--------} IN�GE ANALYSIS FOR FUTURE DEVELOPMENT OF UPLAND TRACTS 5 THRU 8., IN EDMONDS, WASHINGTON PREPARED BY WALKEN/ROTI & ASSOCIATES 2313 N. 172ND STREET SEATTLE, WA 98133 FOR NICKLE INVESTMENTS --- NOVEMBER, 1989 INTRODUCTION� Upland Tracts, Lots 5 thru 8 are situated east of 76th Ave W. and south of 212th St. S.W. in the City of Edmonds. Each lot mea- sures approximately 300' east -west by 100' north -south. The four lots have a combined area of 2.8 acres and are covered with second growth trees with an existing runoff coefficent of 0.20.The lots naturally drain south easterly. Nickle Investments owns the most southerly of the Lots (lot 8) and also Lot 4 of Luschen's Tracts, Div. No. 2 which is immediately south of Lot 8 along its southeast boundary (See Figure 1 herein). The north lot line of Lot 4 is at the natural low point of Lot S. It is proposed that Lot 5 thru 8 be allowed to drain to the public storm drainage system on 215th St. S.W.. The following drainage analysis will show that with the addition of 430' of 12" storm drain on 73rd Place W. the existing storm drains on 215th and 73rd are adequate to handle the existing runoff under a 25 year storm event. ' DRAINAGE ANALYSIS See CB#1jCB#2jCB#3: Tributary Area = 3.8 acres Basin A (note that existing drainage from Luschen's lots 5,6,7 & 8 doesn't enter the existing 12" pipe system on the north side of 215th St. SW until it enters the proposed inlet opposite proposed CB#3. Drainage from lots5,6,7 & 8 & the north half of the street flow east along the north edge of pavement until it enters the proposed inlet at CB3. This will prevent water from sheeting across the street and into the basement of Lot 5 of Luschen's Div. No.3 during heavy rains. \ ` C(ex > = 0.25 2.8 acres @ 0.20 and 1.0 acre @ o.40 Time of conc. = 11.5' I(25 year) = 2.1 in/hr 0(25)(exist) = 2.0 cfs The slope of the existing and proposed system of 12" conc. pipe varies from 7% to0.8%. The flatest section at 0.8% can handle 3.4 cfs. CB#OCB#RCB#MCB#6 Trib. Area = 5.6 acres Basins A, B & C C(Exist)= 0.3 2.8 acres @ 0.20 & 2.8 @ 0.40 Time of conc. = 13.5' I(25 year) = 1.95 in/hr 0(25)(exist) = 3.3 cfs In this reach the drainage system consists of 12" conc @ 3% & 8" conc at 6%. The 8" @ 6% can carry 3.4 cfs. Note that most of this flow currently goes east into lots 3 & 4 (Stevens Manor) CB#4 is proposed to intercept this flow & keep it in the public system 0019087909 Trib. Area = 1.6 acres Basin B C(exist) = 0.40 Time of Conc. = 11.5' I(25 year) = 2.1 in/hr 0(25)(exist) = 1.35 cfs The slope of the exist 12" conc. pipe varies btwn 7% & 0.9%. The slope of the exist. 12 " conc pipe btwn CB#7 & CB#8 is 0.9%. It can handle 3.4 cfs flowing full. CB#9 & the adjacent inlet is proposed to prevent runoff from the street from flowing into the basement of the house on lot 16 of Luschen's Div. No.3. Trib. Area = 2.2 acres Basin B & Basin D C(ex) = 0.40 Time of Conc. = 12.5' I(25 year) = 2.0 in/hr 0(25)(ex.) = 1.8 cfs The existing 12" conc. pipe with a slope of about 3% can easily handle this flow CB#HCB#10 Trib. Area = 7.8 acres Basins A,B,C,D, & E C(ex.) = 0.33 218 acres @ 0.20 & 5.0 @ 0.40 Time of Conc. = 13.5' I(25 year) = 1.95 in/hr 0(25)(ex.) = 5.0 cfs Capacity ex. 12" conc @ 3.2% = 6.6cfs. HOWEVER, THE EXISTING SYSTEM DOWNSTREAM IS UNDERSIZED. THEREFORE, A PARALLEL 12" CONCRETE PIPE SYSTEM WITH A SLOPE OF 0.9% AND A DEPTH OF ABOUT 4' IS PROPOSED. THE NEW PIPE WILL BE INSTALLED A FOOT BELOW THE EXISTING PIPES IN CB#6. CB#6 WILL BE REPLACED WITH A TYPE II C.B. THE NEW 12" SYSTEM WILL CARRY 3.6 CFS FLOWING FULL AND THE PARALLEL EXISTING 12" SYSTEM WILL CARRY THE OTHER 1.4 CFS. CB#10AB#11 Trib. area = 8.7 acres Basins A,B,C,D,E & G C(ex.) = 0.34 2.8 acres @ 0.20 & 5.9 @ 0.40 Time of conc. = 14.0' I(25 year) = 1.9 in/hr 0(25)(ex.) = 5.6 cfs THE EXISTING 12" CONC. PIPE @ S=0.8% HAS A CAPACITY. FLOWING FULL OF 3.4 CFS. SURCHARGING OF THE STORM DRAIN COULD RESULT IN PONDING AND FLOODING IN THE LOW LYING APARTMENTS ON THE � � ^ WEST SlDE OF 73RD H-. THEKEFOHE, THE ABOVE DESCRIBED PARALLEL 12" SYSTEM IN COMBINATION WITH THE EXISTING SYSTEM WILL CARRY 6.6 CFS. WITH A FOOT OF SURCHARGING THE PARALLEL PIPES WILL CARRY 8 CFS OR % OF THE 25 YEAR STORM. WITH 2 FEET OF SUR- CHARGING THE COMBINED SYSTEM WILL CARRY 9 CFS OR 1&0% OF THE 25 YEAR CB#11--CB#12 \ Trib. Area = 9.3 acres C(ex)= 0.34 Time of conc. = 14.5' I(25 year) = 1.85 in/hr 0(25)(ex.) = 5.8 cfs STORM. Basins A,B,C,D,E,G 7 H 2.8acres@0.20&6.5@0.40 THE EXISTING 12" CONC. PIPE @ S=0.6% HAS A CAPACITY. FLOWIN6 FULL OF 3.0 CFS. SURCHARGING OF THE STORM DRAIN COULD RESULT IN POND11\lG AND FLOODING IN THE LOW LYING APARTMENTS ON THE WEST SIDE OF 73RD PL. THEREFORE, THE ABOVE DESCRIBED PARALLEL 12" SYSTEM . ` ` IN COMBINATION WITH THE EXISTING SYSTEM WILL CARRY 6.6 CFS. WITH A FOOT OF SURCHARGING THE PARALLEL PIPES WILL CARRY 8 CFS OR 140% OF THE 25 YEAR STORM. WITH 2 FEET OF SUR- , CHARGING THE COMBINED SYSTEM WILL CARRY 9 CFS OR 1b«% OF THE 25 YEAR STORM. ce 4 Ivo -fie mic-Aemls Aq ye- 19 20 5, -/ y, 5 Pw 41. 4esi -/;�r 0-41 — 212TH S T 'K. S.W. *Fit s!". 301 29 f 0 /W-/Il -I jq-�7 /41-3q u 2 4 F OR 1� HE SN 30.0 Ac 5 0.0 3 5 UPLAND ro 7 C&+ TRACTS so's IA A7� 1.4 8 A'c' 0 .4-0 C- e,� 4 7. L/i SC N L L S C H E N'S T-S 4 04,S)w ke- - 6 4 Tt" D I V. NO. 16 .. .. = o A-0 16 15 14 13 12 10 9 T� )0",t %v- > 22 14 14 -47 Arc 0 40 C 40, 0.40 s oul't STEVENS �1\110V 3 D I I' MEMORIAL -rc- CO. ///-Ijt0, S P I TA L Y.J� /V J22 10 q-1 60 'Y- 4s, TRACTS 29 27 28 141. 0, 30 o -r u c% -rl 0 %A/ A ' �4tLn u WALKEN-ROTI 2313 North 172nd Street Seattle, Washington 98133 (206) 365-9435 Date 111-7 Oq Scbeet Job No. e 9 - P)'�5 By __, Ac -e: -\,Oj E�6- --10-AIC --- ----- ----------- ------ 01 fc ...... c 0'�J.( —7.6'0. r4i --s lu V) OM- TeNj "Mop, % . ... IW : 'v-, . >. \T I ilk X IL rm PITCH U*3 T -1 til. CD GI sl 10 0:1 PA& E—:-, 4f 4L-, CITY of E DM ON DS SIDE SE'VE:R PERMIT For Inspection Call 771-320 REET FLE PERMIT NO. HUB Address of Construction: 7, 1 Property Legal Description (Include all,easements): Owner and/or Builder': nl,-7 L 41 Contractor & License No:T nn�-_ Single Family Residence Multi -Family (No. of Units VIA B LINGER LI1T 5ATION Commercial (No.. of fixture Units Invasion into City Rightlof-Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No t,- Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READCHE I - EMS LISTED ON THE BACK wM76e'rtify- that I haVe read and shall comply h the items listed o.n t.he back. ftECEIVED FEB 0 6 1990 PUBLIC WORKS Date Permit Fee: _Z — lIssued By: Trunk Charge: 5-0— Gate Issued: Assessment Fee: - Receipt No.: ea Partial Inspection: Comments _16a —te Initial Final Inspection Approved: Date .-I ni tial 00 Rejected: CD -5a t _e Initial Reason Ln PERMIT MUST BE POSTED ON JOB SITE Wh.*ite Copy File Green Copy, -,Inspector Buff Copy - Applicant Side Sewer Drawing The City of Edmonds EASEMENT NO. NEW CONSTRUCTION REPAIRS 0 LID NO . ............. ASMT. NO. ........... PERMIT NO. OWNER. ------------- --------------------------------------------------------------------------------- CONTRACTOR ..... N 40,E \,� . LEGAL DESCRIPTION: LOT NO. --� -------- - ------------ ------------ BLOCK NO . ................ ------------------ JOB ADDRESS ... ;;U --- ... . ... 7-ce ---------- ----------------- ------- .a-- � 31 ) I -.� q -!:.o PWW-0001 -11175 (REV. 11/78) NAME OF ADDITION ---------- Approved: DATE B ..... FVL ...... k C I T Y of EDMON DS S[DE'SEWER: PERAIJ For Inspection Call 771-207REET HLE 'PERMIT NO. 0 8 � 3 Address of Construction: -2, 12-2-7 - Property Legal Description (Include all easements): 171-Ne.7' 5' Owner and/or Builder": t"1)nr1e4:9 co - Contractor & L i cense No:71 nrw— M -L-�> C? Single Family Residence R Et A VILL V Multi -Family (No. of Units UVT S-VKf to Commercial (No. of fixture Units Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cros's other Private Property: No Yes (If Yes, easement required, attach legal description and county easement number.) P EASE READ PTI EMS LISTED ON THE BACK I c rt fy certify that I have read and shall comply Date i w t *th the items listed on the back. h the I XXX/z�, Permit Fee: 30-1- lIssued By: JZ f� Trunk Charge: /00 IDate Issued: 90 Assessment Fee: M Receipt No.: Partial Inspection: Comments Date Initial Final Inspection Approved: 11.*-OWIP rt r 914"Or"o 'Date Initial 00 Rejected: CD Reason Date Initial PERMIT MUST BE POSTED ON JOB SITE -'Inspector Buff Copy - Applicant White Copy File Green Copy T,he City of Edmonds Side Sewer Drawing EASEMENT NO. NEW CONSTRUCTION REPAIRS LID NO . ................ .-..ASMT. NO . .................. OWNER ... ....................................... ....... ...... -- ------------- -------- - ----- CONTRACTOR,?%.*.�-�.i:-.i� ------- ( . .... PERMIT NO. JOB ADDRESS ... ..... ..... 4 ... 0- � fi. -: ....... \� -1 4. � '.. LEGAL DESCRIPTION: LOT No . ...................................... BLOCK NO . .................................... -7 40 cowc. OEM �e PWW-0001 - 11/75 (REV. 11/78) ...................... ...... - ............ ............... ------------- ............................. ................................................ NAME OF ADDITION ----------------- ---------------------------------------------------------- -- VlA-BALLI-N-GER. II LIlT STATION ] t vo& 0) -4 Approved: DATE.L�,.�O -------- ........................ ---------------------- k .. ..... (4,x CITY of E D M 0 N D,,,Symo E[F S I D.F..S E W E R. I E-R.-M-1 T. For Inspection Call 771-3202 PERMIT No. Address of Construction: -2 1 �?2 uc- Property Legal Description (Include all easements): Owner and/or Builder: Contractor & License No: Single Family Residence Multi -Family (No. of Units I Commercial (No. of fixture Units Co LVIA BALLINGER LIFT STATION Invasion into City Right -of -Way: No k-- Yes . (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: N o je< Yes (If Yes, easement required, attach legal description and county easement number.) RECEIVED PLEASE READ THE INTEMS LISTED ON THE BACK FEB 0 6 1990 PUBLIC WORKS- T ic 'rtify th t- I have r V,,e ead and shall comply Date h the items listed on the back. Permit Fee: SO-00 Trunk Charge: 150. 0 0 Assessment Fee: ZID P19 Issued By: IDate Issued: Receipt No.: 0 Partial Inspection: Comments Date Initial Final Inspection Approved: 4:�3_86 �D� Date Initial co Rejected - CD Reason Date PERMIT MUST BE POSTED ON JOB SITE White Copy Fil'e. Green 'Copy - Inspector Buff Copy - Applicant Side Sewer Drawing The City of Edmonds EASEMENT NO. - -------------------- ----------------- - NEW CONS TRUCTION V/ REPAIRS F-1 LID NO . ....... NO. ------- ------------------------- PERMIT NO. o313 D OWNER ------------------------------------------------------------------------------------------------ CONTRACTOR - ----- --------------- ----------------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------- - -------------- JOB ADDRESS -- - -----77-(eT'A 40,E \14. PWW-000 1 - 11/75 (R EV. 11178) NAME OF ADDITION ------------------------------------------------------- ------------------------ I L vi L Approved: DATE.L� ............... B)d RtL ------ k.'- 760A, c. I N 0 RECEWD SEP 9 197? Public WOrks Dept. September 3, 1977 Mr. Tim Good Engineering and Construction Supervisor 3831 204th S.W. Alderwood--,,Manor, Washington 98036. Re:, Jerry Zellman Jerry's Arco at. 212th and 76th I! Dear Mr., Good: -Mr. Zellman has requested that I write you to protest the telephone company's obst-ruction of his service station business on the northeast corner of 212th.and 76th.. Mr. Zellman has tolerated the telephone line work which has be�a.n going on there since August lst; however, enough is enough. It is now the first week of September and the end is not in sight. He has suffered a loss of gasoline profits of over $400.00 during August, plus losses in other services. It is little wonder, because it is almost impossible to get into the station. Please advise of your schedule to remove. your work and cease the obstruction. Yours very truly, SELLERS & JONES Bruce E. Jones BEJ/lkc cc City Engineer, Edmonds, W.�Lshinqton ST R E Em 910 FILE CITY OF EDMONDS —PUBLIC WORKS DEPARTMENT BACKFLOW DEVICE TEST REPORT eas4-� 4"', (1,4 IME OF PREMISES f-V1 7 RVICEADDRESS )CATION OF DEVICE C>F W* g7rk,> :_VICE:w4775', 170q Qr Manu'facfurer M6del [NE PRESSURE AT TIME OF TEST LBS. ZESSURE DROP ACROSS FIRST CHECK VALVE LBS. R EQ V E 12. JUL 0 3 1990 PUBLIC WORKS (,-7 7 - �76 Serial -No. I CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE ,41TIAL 1. LEAKED 0 1. LEAKED 0 1. OPENED AT LBS. TEST 2. CLOSED TIGHT 2. CLOSERTIGHT REDUCED PRESSURE 2. DID NOVOPEN 0 CLEANED 0 CLEANED 0 CLEANED REPLACED: REPLACED: REPLACED: DISC - ------------- 0 DISC -------------- 0 -DI-SC. UPPE-R7___.;.;;-.�-_ R SPRING ----------- 0 SPRING ----------- 0 DISC.LOWER ---------------------- 0 E GUIDE ------------ 11 GUIDE ------------ 13 SPRING -------------------------- C3 P PIN RETAINER ----- 0 PIN RETAINER ----- 0 DIAPHRAGM, LARGE A HINGE PIN -------- 0 HINGE PIN -------- 0 UPPER ---- L --------------------- 0 I SEAT ------------- 0 SEAT ------------- El LOWER ------------------------- 0 R DIAPHRAGM -------- 0 DIAPHRAGM- E3 DIAPHRAGM, SMALL S OTHER, DESCRIBE 0 OTHER, DESCRIBE UPPER ------------------------- 0 LOWER --------------- 0 SPACER, LOWER OTHER, DESCRIBE :'INAL OPENED AT LBS. rEST CLOSED TIGHT ----- A El CLOSED TIGHT ----- 0 REDUCED PRESSURE :-'MARKS: -f--% 4E ABOVE REPORT IS CERTIFIED TO BE T UE T Ike t wo-(f - 41TIAL TEST PERFORMED BY 1rj&AAAj_ OF DATE *RED BY DATE INAL TEST PERFORMED BY OF DATE 17 A /�->/TTO CITY OF EDMONDS TPPLICATION FOR ARCHITECTURAL DESIGN BOARD is E= OWNER/REPRESENTATIVE ADDRESS- DATE FILE # 11val - OR SITE PLAN - SIGN EXHIBITS BUILDING PLANS (3): ELEVATIONS LANDSCAPE PLAN ENVIRONMENT DATA FEE RECT # PLAN MODIFICATIONS TO F E # HEARING DATE :2 IQ � Q09— PHONE 7 ZIP CODE FO'O?,C ARCH I TECT/ DESIGNER P H 0 N E -177, � 5 A'l ADDRESS —,> As' W, 4S 'Pe'7LI� ZIP CODE '70c:3 2-"' PROPERTY ADDRESS 7X/ - ZONING /(�11 LEGAL DESCRIPTION7�� 6- ACCCIWI.401 ell, PLANS SUBMITTED FOR APPROVAL: 1. Building Plans - Preliminary _ Final Site Plan >< Landscape Plan Elevations- 2. Sign Elevations Site Plan Landscape Plan 3. Modifications of previous approval EXISTING USE OF PROPERTY DESCRIPTION OF PROPOSAL lr,00� APPROXIMATE DATE WORK WILL BEGIN ON PROJECT -T4W ESTIMATED TIME FOR COMPLETION OF WORK 16 RELEASE/HOLD HARMLESS AGREEMENTS: The undersigned app]icant, his heirs and assigns, in consideration for the City processing the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages and/or claims for damages, including reasonable attorney fees, arising from any action or inaction of the City whenever such action or inaction is based in whole or in part upon false, misleading or incomplete information furnished by the applicant, his agents or employees. PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its permission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. APPADBI/PFORMS Wignatu're of Applicant) 'd4 � "Ir- Z 0 U 94 0 C4-TW OF EDMONDS Permit No. 4e COMMUNITY. SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIO 1 7 "REET FIU: Issue Date A. 0 Owner: The Greenwood Group, Inc. B. Contractor: Karnak Inc. Name Name 11401 Bel -Red Rd., 4R-4 P.O. Box 1464 Mailing Address Mailing Address Bellevue, WA 98005 Bofhc=�11, WA. 98011 City State Zip City State Zip KARNAI*195K8 (20,6)48-4-2904 State License Number Telephone Number C. o Address or Vicinity of Construction: 21125 76th Ave West Type of Work to be Dbne: �Ldd IL60 feet M�'st&m drain A� rl D. 0 Work in Connection With: 0 Sub or Plat El Single Family 11 City Projects :E1 Co"mriiercial 0 Multifamily 0 Utility I E. a Pavement Cut: El Y 0 N F. 0 Size of Cut: 5 X 200 APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands ind by his signature to this application, agrees to hold the' City of Edmonds harinless from any injuries, damages, or claims of any kind or description whatsoever, fofseen or unforseen, that may be made against -the -City of Edmonds, or any of -its departments or employees, includi;�g or not limited to the defense of any legal proceedi�9s'�7n'c-Fu—din—g—de—f�—nsei—cq�t—s, CP �rt��o_sys, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPO—N—SI-B-I—E—FO—R--WO—R-KMWNSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWI N,G THE, FINAL INSPECTION AND ACCEPTANCE OF THE WORK. Estimated restoradon fees; Will be held until'the" firial street patch is completed by City forces, at which time a debit or credit will be processed for issuanc6tb*the applicant. *'A- 24 hour'noticd is r quired for ins 1 dction; Plea'se' call Engineerin -,,e p 1g: 771-3202 e. Work is to -be inspected during progress and at completion. 0 Re st oration to be in accordanp; with City Code. Street to be,,kept cleAti at all fimeis.'!` Traffic Control to be in accordance with City regulations. 0 All street -cut ditches niust be patched with asphalt or City approved material prior to end of workifig day; NO EXCEPTIONS..- funderstand /the above and that thi4s;' Ormit/must be available at,theffob',site for.inspection puiposes at all times. :.J, Signature: �te: Owner or Contractor This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work . . APPROVED BY: LIM - 61-lul.-I Time Authorized: Void after %5,0 —days. Special Conditions: V-01 RELEASED BY: Q�j Q Date L, PERMIT FEE: J600. 0(-) Restoration Fee: Receipt No..: — Fund I I I Fee: Street Cut Dimensions: INSPECTED BY'-� Ddt6 NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Eng. Uiv. Marcli 1969 FIELD INSPECTION NOTES (Fund I I I - Route copy to Street D6pt.) - -v Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P. W.: Work Disapproved By: FINAL APPROVAL BY: 0 YES Date: Date: 0 NO Eng. Div. July 1985 APPLICATION THE CITY 0F,*s_vmpmw. REET 1-1=1.1 FOR SIDE SEWER��IT CITY ENGINEER DEPARTMENT OUTSIDE [] JNSIDE RE AIRS MAINTENANCE DIVISiON J-) ji- /_ A00 OWNER HOUSE Ire. -w Ae- &/,car CARD No EASEMENT No. v fK_ CONTRACTOR VERWITRVq�� STREET 7 AVENUE LOT BL'OCK No. t NAME ADD Q� K _;T7 ng Lit-' Date Approv*4t BACKFILL WORK ORDER ISSUED DEPOSIT, S SEWER DATE BY ess7.35 Call �P]`tospect 6-40 1w en.,work-. CENTER WATER'SEWER. DEPARTMENT . 'ipe�z�:,��* Is ready -Inspection.'. (No -In for 43.0 1 holldays�.) TERMIT. WER -ADURESS. ................. ................ 4.89L-4: ... 25th.'Ave�ue.'. -6i h ........................... ......... gi .......... ...................... ............... -&ER R . ................................ CONTRkCTO S.CAde,: n ...... for ...................... dILys, 6 -Rkl�AIR or CONNECT a side -se*er' �4:.N `S43#43slin"I�6l, nee with npillication on file and 'gove-ining ordinances. ty .r IS 7CAL- -�kiTENM6N- LEDi TO THE'FbLLOWING: owners�. oU the property may - obtaAn, a - permit 'to construcCsewei- inside property-, line. A licensed Side. Sew - er- C6ntraetor - must be employed to construct side 7sewer in strd6t'area. Do not cover any portion of sewer before. it has been Inspected. -NOTE No. '2, 'Obtain full Information regarding Ordinance ii.16.03b and Regulations go erning side sewers, when'yc;u' get p'rm*It. v �.."t'NOTE-No.-3—Top of -side -sewer must have -at -least 30 inches 'coverage at pioperty line and: 12 inches:lnsldq,� . pro . perty -line; minimum gra . de.of 2%. -,be4idis -in grade.sha:iper than 'A will be permitted. NOTE'.No. -4— T renches'In.stre et must I be.water settl ed and our face . of .- stre �7- et restored to. al co dition, . Contractors shall be responsible for 1% ay develop within -6ne�year of mp e0irn failure due to Improper work which m coi 1 t _-.-NOTE -No. �5—lt-is unlawful to alter. or do any other work than to providedfor in flie" pe mi '-.or,:to,',�do-�an'y,-,W k on the* main sewer or Its . "a r t; pUrtenancei except'to insert I 'into the wye. pr he.pipe 7� CITY OF EDMONDS Cc� —r � : 7,— - , ASSET INFORMATION SHEET 04/NEW ASSET NO. El ADDITION ADDITION TO ASSET NO. RETIREMENT DESCRIPTION ca, 47� SERIAL NO. LOCATION DEPT. NO. I * * PURCHASE ORDER NO. PURCHASE ORDER DATE COST PROJECT NUMBER PROJECT COMPLETION DATE COST 116310(a B.A.R.S. ACCOUNT NO. �jj I - oc)r) - 01 q -,315 -00 G3 ESTIMATED LIFE a5 INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE'OF PROJECT ACCOUNTING ONLY DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT 0 G.L. ENTR REFERENCE DATE aaj, IVERIFIED BY PROCESSED BATCH NO. (tnp INITIAL DEPARTMENT FILE 0 0 U2 "'r"I , fv) U7, r5) 41W xx k" �-�o Ir-11z, T 7 7p <, ey, 6 L-7 �-7S CLI) $Tr,,c.ET FILE 11 14 19 8 8 PERM111T COUNTER IL -/0 -30 FF -h-- LL \SO�,)7 ........ .. . ... -e< 0 oil t2 F 7 OY-- TZ- 70 71 91V a IV 21 -"T- -7,7 1�?(2 6W 4 I 0,11 i v C) V \ 7-0 -q 1-4 MA J) v C2) w-.: -7, 3 m C51 vrik < (TI, T -f- t 08 4-9) I C7 CA AAW f � lAlf Z it C6, \NA ED 6 ---- ------ Ak 11 IN 0 7- 12 FILE RE(..-"ivF.D JUN 15 1988 p . I.AVY"j.% DEPT., m u U z < > - z > 0 < hid 8 uj 0 z z Liu 0 0 6 z z 97534 HERCULENE" CRYSTALENE'" 11 TRACING �APEA r ET FILE 2, r7 G I_W, I RR k G ATI ION :S 'z� 5 T� 61ty E N, -D AOf.ME I RM COON ECTION WNTRO, bal - h alth �az rdsr,'; Aft ravietV fo.r-,. Won e P. is approw'. on .0nditi6n fh6l.- f6flo t Wotww. is. prowd" INONE'. 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