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536 WALNUT ST (2).PDF1111111111 lill 13657 536 WALNUT ST Ask RECEIVED oil PUBLIC WORKS 7j X, t All 17 / 7 . . .. .. ... ""Mmum, mum ..... - - - - - - I CITY COPY Dennis M. Bruce,-P.E. ' M.S.C.E., M.B.A. �eotechni 'r C 0 /J Aj,p Aoij -rl"EF . > 3 WALNU7- MIC14C-L T/ 0 As Z bs c 0 Erb hAAItJA6 L.- L ele pA M 1A)f L/40 cukleoJ771,r 7H6- vo k,rS Jj OAl"o- W AAIALYJ(-< (one -r. 4j 25 \j0'LVmEF.S'. so$ F-MAI TIO fJ VJA rEk .3 p"6 1 Aj -rjvtJAL m EF-ri4oks P, A61 TAABA N -r'A A -rwoh 3 (9 pp AN T45�4 A 70 V _oDC 6.cs pe eomeEW-014TIDA-1., kA1A1,rA1,Cj- rl'04 r, 0, VAVOU4 P:r1-00'h 1-r Aior ALLov-).rOk 0-4- AN y CuR-A ENT' w I T 14 -rth'- Y.* J' 49r-rAeCA -ruA WA%� ONE Aau A e- r,ff I.S ,4je 7-1 e u t- A te If/ -rO eD A' rA I Aj -5 4., F)(I.STIA1,16 PO USAF- P1, V-e- 0 3 WILL BC 1fjC-0P.Fpk,+7-CA jxro 7A-w /4 M.. 4& 2.0f tj A pkou-acr. -rI4 Us -ri4gr Jsysjr.Nad 9-roRA6i-: 64PAetTY & '4 17405 Owl- S ( clos-jf" boe7S IVO-r OTa-i'ic o4AIY FX1,STtAJ - L A \fIAJ6-c k =17- SOILS - FOUNDATIONS - SITEDEVELOPMENT INSPECTION DRAINAGE - DESIGN& -EROr -- 17814 8th Ave. N.W. - Seattle, Washington 98177 (206) 546-9217 - FAX 546-8442 - T6 No%j. ;0) tctct 40 DennisM Bruce, 'P.E. M.S.C.E., M.B.A. Geotechnical /Civil Engineer WALOUT - TIZOPOSEA 4 U N M 14 kE,c,+Lc,L)-LA7'k ST-Ok-A4 A1F7*FA/-rt0A) - AIC4EL TR-O-VEC-T usE- ce 03 -Auuz4. t-X1&-r IMPEOMOU-C (Vs. PtEviouS p^Acm, .L.L/ Zu/ -jo iz:iu:ii am EDMONDS CONDO SITE DETENTION SIZING page I BASIN SUMMARY BASIN ID: B02 NAME: UNDEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP/ PRECIPITATION .... : 1.50 inches AREA..: 0.16 Acres 0.03 Acres TIME INTERVAL .... : 10.00 min CN .... : 80-00 98.00 ' TC .... : 9.95 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.01 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B10 NAME: UNDEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 2.00 inches AREA..: 0.16 Acres 0.03 Acres TIME INTERVAL .... : 10.00 min CN.... : 80.00 98.00 TC....: 9.95 min 5.00 min ABSTRACTION COEFF:. 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B100 NAME: UNDEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV PRECIPITATION .... : 3.30 inches AREA..: 0.16 Acres TIME INTERVAL .... : 10.00 min CN .... : 80.00 TC .... : 9.95 min ABSTRACTION"COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE:-��" 0.07 cfs VOL: 0.03 Ac-ft TIME: 480 min A10 TF4 IMP / 0.03 Acres 98.00 5.00 min Comwe Tifis S-3-u-4. bkTA -WIT14 PeEWOUSLY AM& 91-rF 4PrO &UGUST 19,1 SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION DRAINAGE - DESIGN& PERMIT - LEGAL 17814 8th Ave. N.W. - Shoreline, Washington 98177 (206) 546-9217 - FAX 546-8442 11/20/96 12:10:25 am EDMONDS CONDO SITE DETENTION SIZING BASIN SUMMARY BASIN ID: D02* NAME: DEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL; AREA---.: 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE.... TYPElA PERV PRECIPITATION-.: 1.50 inches AREA..: 0.06 Acres 0.13!-A&r6s--: TIME INTERVAL.... 10.00 min CN .... : 85.00 98.0 0:11,1�7, TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.6600 PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min BASIN ID: DIO NAME: DEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV PRECIPITATION .... : 2.00 inches AREA..:. -0.06 Acres TIME INTERVAL .... : 10.00 min CN .... : 85.00 TC .... : 5.00 min 5.00-min.--- ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 4� C PEAK RATE: 0.06 cfs VOL: 0.02 Ac-ft TIME: 480 min BASIN ID: D100 NAME: DEVELOPED 100 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV Imp PRECIPITATION-.: 3.30 inches AREA..: 0.06 Acres 0 . 13- - -Ac' r�6 . s TIME INTERVAL.... 10.00 min CN .... 85.00 9 8. TC .... 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.11 Cfs VOL: 0.04 Ac-ft TIME: 480 min EDMONDS CONDO SITE DETENTION SIZING HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs ---------------- min. cf\AcFt Acres UNDEVELOPED STORM HYDROGRAPHS 1 0.012 480 305 cf 2 0.025 480 520 cf 3 0.066 480 1193 cf 0.19 2 YR. UNDEVELOPED 0.19 10 YR. UNDEVELOPED 0.19 100 YR. UNDEVELOPED DEVELOPED STORM HYDROGRAPHS 4 0.043 480 703 cf 0.19 2 YR. DEVELOPED 5 0.062 480 1010 cf 0.19 10 YR. DEVELOPED 6 0.114 480 1849 cf 0.19 100 YR. DEVELOPED DETENTION OUTLET PERFORMANCE HYDROGRAPHS 7 0.012 610 703 cf 0.19 2 YR. OUTFLOW 8 0.031 510 1010 cf 0.19 10 YR. OUTFLOW 9 0.066 500 1849 cf 0.19 100 YR. OUTFLOW 12:10:11 am 11/20/96 DETENTION SIZING EDMONDS CONDO SITE STAGE STORAGE TABLE UNDERGROUND PIPE ID No. 2 Description: Diameter: 2.00 ft. Length: 100.00 ft. Slope... : 0.0025 ft/ft upstr: dnstr: STAGE < ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE ---- > (ft) --cf--- --AC-Ft- (ft) ---Cf--- --AC-Ft- (ft) ---Cf--- --AC.Ft- (ft) ---Cf--- 100-00 0-0000 0.0000 100.60 58.096 0.0013 101.20 171.95 0.0039 101-80 279.53 =0=O=Om=6=4=== 100-10 1.1745 0.0000 100.70 75.451 0.0017 101.30 191.62 0,0044 101 90 292.76 0.0067 100.20 6.5401 0.0002 100-80 93.782 0.0022 101-40 210.93 0.0048 102:00 302.83 0.0070 100.30 15.821 0.0004 100-90 112.82 0.0026 101-50 229.65 0.0053 102.10 310.95 0.0071 100-40 27.717 0.0006 101-00 132.34 0.0030 101.60 247.53 0.0057 102-20 313.95 0.0072 100-50 42-042 0.0010 101-10 152.12 0.0035 101.70 264.28 0.0061 102.30 314.16 0.0072 % 11/20/96 12:10:11 au, EDMONDS CONDO SITE DETENTION SIZING �, 1 Z:: ', I' z " '77�'_ .STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 2 Description: Outlet of 24" DIA Pipe Outlet Elev: 100.00 Elev: 98.00 ft Orifice Diameter: 0.6687 in. Elev: 101-10 ft Orifice 2 Diameter: 1.3799 in. STAGE (ft) <--DISWGE --- >' --- ds -- ------- STAGE (ft) <--DISCKARGE---> ---Cfs- STAGE <--DISCUNE --- > STAGE <--DISMGE --- > - ------- (ft) --- d S -- ------- (ft) --- cfs -- ------- 100.00 100-10 0.0000 0.0038 100-60 100.70 0.0094 0.0102 101.20 0.0296 101-80 0.0595 100.20 0.0054 100; 80 0.0109 101.30 101-40 0.0369 0.0427 101-90 102.00 0.0629 0.0662 100.30 100.40 0.0066 0.0077 100-90 101-00 0.0115 0.0121 101.50 0.0475 102.10 0.0693 100. , 50 - 0 . .00 , 86 101-10 0.0127 101.60 101.70 0.0519 0.0558 102.20 102.25 0.0722 0.0736 __ - --Ass 11/20/96 12:10:12 am EDMONDS CONDO SITE DETENTION SIZING LEVEL POOL TABLE SUMMARY KATCH INFLOW -ST0- -DIS- <-PEAK-> STORAGE < -------- DESCRIPTION --------- > WS) WS) --id- --id- <-STAGE> A VOL (d) 2 YEAR ...................... 0.01 0.04 2 2 101.00 7 131.56 cf 10 YEAR ...................... 0.02 0.06 2 2 101.22 8 176.50 cf C-077 1 ap. 100 YEAR ......... ....... 0.07 0-.11 2 2 .102.00 9, 302.82 cf � I I q 0 Lkj 0-11� , Ate) -r k-V _T e h.-, bkTk (A-L C _QL A Tt 0 A.1,S 3 Lo 04- 0-06 3 5'A v 10 74 (s &�t,4 _L C - ---. e 0MC.L.-q a 5��s 9-0.0-3 _e�( J_r-j_M_ A-. ___Ijloug� cA ";�l.'8:Q PAZ IF)(O L Al Aj _Tff EF_�_ Qh _T_E_RAT1UE_ h0vA_._AjP____ vloo__� IME%_ WIT14 V4kYINC, RE EM&TINe. 1M�FPMO-us L U �C 1_0 0 S ES 1 .6 #J A LIA U S C'T. �a CL (10 Dennis M. BrUce, P.E. M.S.C.E., M.B.A. Geotechnical/Civil Engineer 53 (o WALNu T R 0 POS SL4 UNkT cowho. tKAINA6e CALcOLAVOIJS A CAA4 V-0 t -r 14 S-r-p'. + ?AV�150 PAREltJ6 IMP450100S -2.06 AV-494. SOIL IS SANAS SAA16Y -CIL-7. F Y (�L'rf N 6 ZkAwA66 . proj.,Lows �76-p 06RAPOY (6swi-L'%e P &0\114 -ro -ror we-rr. I s Tim & erry or- c-bmoAiAs s-rcoeM vita kAI . id WALIVV7' syvrf�m' (c 6urreRs., IMI-Err C-3. .01 A146 -S*rcgm A Aj]l I= #4AI-?� pp_aM 00 A WIJ - M 41 v-A\j WUc J-CV SANTA 79AR.BO"A (.)N%T N014115MOUS COMPOT15A RUN.S eGSULT 1W STOP-.466 VOLUAV OV 31( (SE5' ATTACH15h 'DhTA)r__!� CACQO�L::;D' tlt' A& A "-7tAt1T10tJkL COMPAXArTIVE COECY. L)S5 ��q-MFTKOL: .j CWfUTIM4 *Zs- kak= Oell PAA4 Tc misa '�/I' A. -\03 t03 PIN A 0- 01� 713 Ro 17405 �7 —03 is '3&A 43 16k 1z .71EXPIRES IV231k��-�- A-0 (-'r �,3 \4 T (AAu�( COWAlkl5& AEOUT k16Kr \OJ%T" 7S) V * SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN & PERMIT - LEGAL 17814 8th Ave. N.W. - Seattle, Washington 98177 - (206) 546-9217 - FAX 546-8442 16/24/96 10:35:1 am W AL N U'r EDMONDS CONDO SITE page .1 DETENTION SIZING AMCRIEL BASIN S!.jjkLkRy tj BASIN ID: B02 NAME: UNDEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL AREA ....... ID 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV IMP, PRECIPITATION .... : 1.50 inches AREA..: 0.13 Acres TIME INTERVAL .... : 10-00 min CN .... : 80.00 98.00 TC .... 9.95 min 5.00 min,.:., ABSTRACTION COEFF: 0.20 TcReach.- Sheet L.* 110.00 ns:0.1500 p2yr: 1.50 S:0.0600 PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B10 NAME: UNDEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ....... 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP. - PRECIPITATION .... : 2.00 inches AREA..: 0.13 Acres___.__0.06__ TIME INTERVAL .... : 10-00 min CN.... : 80.00 98.00 .-Acres TC..t..: 9.95 min 5.00�.- ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns-0.1500 p2yr: 1.50 S:0.0600 PEAK RATE: 0.03 cfs VOL: 6.01 Ac-ft TIME: 480 min BASIN ID: Bloo NAME: UNDEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 Cfs RAINFALL TYPE .... : TYPElA PRECIPITATION .... PERV Imp 3.30 inches AREA'-: 0.13 Acres 0.0 6.2Acres'-_�. TIME INTERVAL .... 10-00 min CN .... - 80.00 98.00 ABSTRACTION COEFF: 0.20 TC .... : 9.95 min 5. 0 0 m 1-n,;.,-. TcReach - Sheet L 110-00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 480 min BASIN ID: D02 NAME: DEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BA'SiFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPEIA PERV IMP PRECIPITATION .... : 1.50 inches AREA..: 0.06 Acres TIME INTERVAL .... 0.13-_- 10-00 min CN .... : 85.00 98.00' ABSTRACTION COEFF: 0.20 TC .... : .5.00 min 5. 0 0 TcReach - Sheet L: 110-00 ns:0.1500 p2yr: 1.50 S:0.0600 PEAK RATE: 6.04 cfs VOL: 0.02 Ac-ft TIME: 480 min L lVa, C4 . Sr.A- 10/24/(-,6 10:35:1 am DETENTION SIZING EDMONDS CONDO SITE page 2 BASIN SUMMARY BASIN ID: DIO SBUH METHODOLOGY NAME: DEVELOPED 10 YEAR TOTAL AREA ........ RAINFALL TYPE 0.19 Acres BASEFLOWS: 0.00 cfs .... PRECIPITATION .... TYPEIA 2.00 inches PERV AREA..: TIME INTERVAL .... 10-00 min 0.06 Acres CN....: 85.00 ABSTRACTION COEFF: 0.20 TC....: 5.00 min TcReach - Sheet L: PEAK RATE: 0.06 110-00 ns:o.1500 . p2yr: 1.50 S:0-0600 cfs VOL: 0.02 Ac-ft TIME: 480 min BASIN ID: D100 SBUH METHODOLOGY NAME: DEVELOPED 100 YEAR TOTAL AREA.... RAINFALL TYPE 0.19 Acres BASEFLOWS: 0.00 'cfs PRECIPITATION: ... : TYPElA 3.30 inches PERV AREA..: 0.06 TIME INTERVAL .... : 10-00 min Acres CN. 85.00 ABSTRACTION COEFF: 0.20 TC.:.-.-:: 5.00 min TcReach - Sheet L: PEAK RATE: � 0-11 cfs lio.00 ns:0.1500 p2yr: 1.50 S:0.0600 VOL: 0.04 Ac-ft TIME: 480 min IMP 0.13 Acres 98.00 5 - 00 min IMP 0.13 Acres 98.00 5. 00 min 10/24/96 10:35:1 am page 3 DETENTION SIZING EDMONDS CONDO SITE HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib HUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 0.020 480 414 cf 0.19 2 0.034 480 652 cf 0.19 3 0.078 480 1366 cf 0.19 4 0.043 480 703 cf 0.19 5 0.062 480 1010 cf 0.19 6 0.114 480 1849 cf 0.19 .7 0.023 670 1366 cf 0.19 9 0.083 500 1849 cf 0.19 10/24/96 10:35:1 am DETENTION SIZING EDMONDS CONDO SITE page 4 STAGE STORAGE TABLE UNDERGROUND PIPE ID No. I Description: Diameter: 2.50 ft. Length: 75.00 ft. Slope... : 0.0050 ft/ft upstr: dnstr: STAGE <----STORAGE ---- > STAGE <---STORAGE----> STAGE < ---- STORAGE ---- > STAGE < ---- S (ft) ---cf--- --AC-Ft- (ft) --- Cf -__ __AC_Ft_ (ft) ... Cf___ __AC_Ft_ (ft) __,Cf_TORAGE----> 100-00 0-0000 0-0000 100-80 71.532 0.0016 101-60 214.11 0.0049 102.40 341.33 0.0078 100-10 0.6586 0,0000 100-90 87.762 0.0020 101-70 232.36 0.0053 102-50 :350.85 0.0081 100-20 3.6794 0.0001 101-00 104.75 0.0024 101-90 250.28 0.0057 102.60 360.08 0.0083 100.30 10-010 0.0002 101.10 122.32 0.0028 101-90 267.72 0.0061 102.70 365.52 0.0084 100-40 19-322 0.0004 101.20 140.33 0.0032 102-00 284-53 0.0065 102-80 367.84 0.0084 100-50 29.650 0.0007 101.30 158-64 0.0036 102.10 300.54 0.0069 102-90 368.16 0.0085 100.60 42.178 0.0010 101-40 177.13 0.0041 102.20 '315.54 0.0072 100.70 56.255 0.0013 101-50 195.66 0.0045 102.30 329.27 0.0076 10/24/96 10:35:1 -am EDM . ONDS CONDO SITE page 5 DETENTION SIZING STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. I Description: Outlet Elev: 100.00 Elev: 98.00 ft Orifice Diameter:' 0.7515 in. Elev: 101-90 ft Orifice 2 Diameter: 2.0000 in. STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--'DISCWGE --- > STAGE '<--DISCHARGE --- > (ft) --- cfs -- ------- (ft) --- cfs -- ------- (ft) ---cfs -- ------- (ft) ---cfs -- ------- 100.00 0.0000 100-90 0.0145 101.80 0,0206 102.70 0.1223 100-10 0.0048 101.00 0.0153 101-90 0.0211 102.80 0.1286 100.20 0.0069 101.10 0.0161 102.00 0.0560 102.90 :0.1346 100.30 0.0084 101.20 0.0168 102.10 0.0708 103.00 :0.1404 100.40 0.0097 101-30 0.0175 102.20 0.0822 103.10 0.1459 _:�l T 100.50 0.0108 101.40 0.0181 102.30 0.0919 103-20 0.1512 100.60 0.0119 101.50 0.0188 102.40 0.1005 103.30 : 0.1563 100.70 0.0128 101.60 0.0194 102.50 0.1083 103.40 0.1612 100.80 0.0137 101.70 0.0200 102.60 0.1155 103.50 0.1660 IOV24196 10:35:3 am S'3 (o WALMU-r DETENTION SIZING EDNONDS CONDO SITE page 6 LEVEL POOL TABLE SUMMARY < -------- DESCRIPTION --------- > MATCH IXFLOW -STD- -DIS- <-PEAK-> STORAGE WS) (Cfs) --id- --id- <-STAGE> A VOL (Cf) 2 YEAR ...................... 0.02 0.08 1 1 101.91 7 266.70 cf 100 YEAR ..................... 0.08 0.11 1 1 102.21 9 316.54 cf Dennis M. Bruce, P.E. M.S. . C.E., M.B.A.- Geo tech nica I/C ivil Engineer SO.ILS.-.FOUNDATIONS - SITE DEVELOPMENT INSPECTION DRAINAGE DESIGN a PERMIT - LEGAL ,.17814 8t . h I Ave..N.W. Sea.ttle, WA 98177 (206) 546-9217 F7 1.,-. -+++++12 . ....... KI , t;_q L, I 119Mg. 1A AZAELEA 5 6AL. 0 VIBURNUM PAVIDIII DAYI D VIDURNUM 2 GAL E G) CHOI6YA TERNATA / M XICAN ORANGE 5 GALLON T6UGA MERTEN51ANA/MOUNTAIN HEMLOCK All: ACER CIRCINATUM /VINE MAPLE PRUNUS LAUROCERAOUS' / OTTO LUYKEN WHITE DOGWOOD ROCKERY JUNIPEPUSVIRGINIANA ! /SKYROCKET to' DOXWOOD RELOCATED F ROM SITE 244'- law RHODODENDRONPUNIQUE' 24!' P. VINCA MINOR 4. rare/ 14" OL. ARCTOSTAPHYLO5 UYA-UF51/ KINNIKINNICK #1 POTS/ 24'0.c,, LAWN GRA66-CRETE TRASH ENCLOSURE TO DE SURROUNDED 5Y 6CEDAK FENCE Ali L �`�'MICHED CONSTRUCTIOIN, INC. 8022 - 212TH ST. S.W. 9 EDMONPS, WA 98026 #MICHEC106DS L MUCRM 'N-FC COM BOARD OF DIRECTORS CHAIRMAN THOMAS R. THOMPSON, C.S.O. BUILDING OFFICIAL BROOMFIELD, COLORADO FIRST VICE-CHAIRMAN ALAN P. OLSON, RJL, C.B.O. ASSISTANT DEVELOPMENT SERVICES DIRECTOR PHOENIX, ARIZONA 0' TY Fg��Y of InternationgCon ce uilding Official-s REGIONAL OFFICE: 2122-112th AVENUE, N.E., SUITE B-300 0 BELLEVUE, WASHINGTON 98004 9 (206) 451-9541 SECOND VICE-CHAIRMAN KENNETH 0. LARSEN, C.B.O. DIRECTOR OF BUILDING AND HOUSING CHULA VISTA, CALIFORNIA IMMEDIATE PAST CHAIRMAN RON PERKEREWICZ, C.S.O. DIRECTOR OF COMMUNITY DEVELOPMENT COUNTY OF KITSAP PORT ORCHARD, WASHINGTON THOMAS C. ANDERSON BUILDING OFFICIAL HOPKINS, MINNESOTA FRED B. CULLUM BUILDING OFFICIAL BURLINGAME, CALIFORNIA PAULt EDGERTON MANAGER, BUILDING AND CODE ENFORCEMENT VANCOUVER, WASHINGTON ROGER R. EVANS, C.B.O. DIRECTOR OF BUILDING SERVICES SALT LAKE CITY, UTAH FRED HERMAN CHIEF BUILDING OFFICIAL PALO ALTO, CALIFORNIA DAN R. NICKLE, C.B.O. CODES ADMINISTRATOR LAKEWOOD, COLORADO RONALD L NIENABER, C.B.O. DIRECTOR OF INSPECTIONS MAPLE GROVE, MINNESOTA JOHN E. PIERCE, C.S.O. BUILDING OFFICIAL PLANOJEXAS 6�� " -72(1 March 20, 1997 Plan -Review No.: 7690 ro'ec assey-Michel_4 Unit Condo ' A ie ddress: 53=6Wal�nult �5*,J- S W Jeannine Graf Building Official I N 6 City of Edmonds 250 5th Ave N Edmonds, WA 98020 Dear Ms. Graf - OFFICES OF JERRY J. BARBERA, P.E. SENIOR MANAGER CHARLES J. WILIJAMS, P.E., S.E. SENIOR STAFF ENGINEER FAX (206) 637-8939 jjbarber@ix.netcom.com We have reviewed the automatic sprinkler system plans and calculations submitted by Advanced Fire : Protection and stamped/sealed by Michael Balsey for the above named facility based � on compliance with the Unifonn Building Code Standard 9-3/NFPA UP 13R. Our comments are as follows: I The building is only partially sprinklered. Sprinkler protection had been omitted from the elevator equipment rooms/shafts, some small closets/bathrooms, and all combustible blind spaces including the attic space. In addition, the sprinkler coverage of the stairways is for one landing only and does not provide complete stair protection. The omission 6 1 f these areas is should be approved by the City of Edmonds. The 2" fire underground supply to the sprinkler system is noted by Advanced Fire Protection as not part of their scope of work. LARRY W. RICHARDS, C.B.O. Verification of NFPA 13R/UBC Standard 9-3 system should be provided with BUILDING SAFETY DIRECTOR 2. 1 GLENDALE, ARIZONA City of Edmonds. Standard building construction trade-offs and the increase in attic RAIMAR W. SCHULLER, C.B.O. DIRECTOR, BUILDING DEPARTMENT draft stop areas allowed for fully sprinklered buildings should not be allowed witli the NEWPORT BEACH, CALIFORNIA submitted system. RONK. WATTS C.B.O. CHIEF OF BUILDING I�SPECTIONS BUILDING SAFETY DIVISION ANCHORAGE, ALASKA DONALD L WOLFF, P.E. DEPUTY DIRECTOR OF PUBLIC WORKS COUNTY OF LOS ANGELES, ALHAMBRA,CAUFORNIA PRESIDENT JON S. TRAW. P.E. 3. The location of the Fire Department Connection should be approved by the Edmonds Fire Department. 4. Heads i should be located below intermediate stair landings. 5. The underground supply to sprinkler system should be approved by the City of Edmonds. The 2" pipe is not identified as to type/manufacture. The underground supply should be designed and installed in accordance with NFPA 24. Home Page: http:/Avww.icbo.org Main Office: 5360 Workman Mill Road 0 Whittier, California 90601-2298 * (310) 699-0541 0 Plan Review No.: 7690 Jeannine Graf, City of Edmonds March 20, 1997 Page 2 6. Hanger locations should be shown on the piping plan.. I 7. Insulation protecting wet pipe sprinklers from exposure to attic should be adequately secured in place to prevent piping from freezing. 8. Control valves on the 2" double check valve should be supervised in accordance with NFPA 13R 2-4-1-1. 9. You should verify that water supplies (shown below) used in hydraulic calculations are available. Static I 10 PSI Residual 20 PSI Flowing 4482 GPM 10. Plans should include hydraulic placard data. 11. System should be provided with a listed/approved control valve. 12. Underground supply should not be run under building slab for the length of the building as it appears to be on the site plan. ; 13. Plans note the stairways are "unconditioned space". Verification should be made that these spaces are maintained at a minimum of 40 degrees F. I 14. Verification should be made that the overhead doors in the garage area do not block the sprinklers heads shown located above. 15. The 3rd floor is noted! as having vaulted ceilings. Verification should be made that sprinkler i head manufactures installation i guidelines are followed for installation below sloped ceiling. Contractor should maintain the manufactu res installation guidelines on the job for reference use by the building/fire inspector. 16. A diagram indicating flow quantities and direction should be provided in accordance with NFPA 13 7-3.2 (o). In addition to the above, Washington State RCW 18.160 requires that all sprinkler systems including the underground supplies to sprinkler systems be installed by a licensed "Fire Protection Contractor" as defmed by the above RCW. plans and hydraulic calculations are required to be stamped (sealed) by the registered Certificate of Competency holder of the licensed "Fire Protection Contractor" prior to issuance of permit in accordance with WAC 212-80-035. Plan Review No.: 7690 Jeannine Graf, City of Edirionds March 20, 1997 Page 3 To conform with the above the underground supply to the sprinkler system that is noted as "by others" should be installed by a licensed "Fire Protection Contractor". Our headquarters accounting department in Whittier, California will send you an invoice for this plan reviewing service based on 2 hours of professional time ($150). I am returning all data and plans to you. However, to facilitate the plan review process, I am sending a copy of this list directly to the designer. If you wish me to do the recheck, please instruct them to REVISE THE PLANS and specifications, and RESUBMIT them with a letter that indicates which sheet or detail the corrections may be found, and to return the check prints. Please feel free to contact me if there are any questions. ' ,IQery—truly yours, (Charles J 4Will ms, S.E. Seattle Conference Services Senior Staff Engineer pkw cc: Michael Balsley, Advanced Fire Protection Encl. 22 r`?Y" L"I I- i` EL'I" 7 CITY OF EDMONDS 200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 771-3202 DEPARTMENT OF PUBLIC WORKS CERTIFIED MAIL B. L. Yost 536 Walnut Street Edmonds, WA 98020 PROPERTY DESCRIPTION: Dear Resident: File No. 05.2.21 March 31, 1983 Lots 11, 12, & 13, Blk. 124 (E.'-2 of Lot 11 only) Plat of Edmonds (4342) Re: 536 Walnut St. Edmonds, WA 98020 HARVE H. HARRISON MAYOR Fit On February 17, 1981i the Edmonds City Council passed Resolution 488 for construction, reconstruction, and repair of deteriorated sidewalks. A letter dated March 16, 1981 was sent to residents that were required to repair the sidewalk abutting their property. A certified letter was also sent dated June 15, 1982. The improvements of sidewalks in need of repair at the expense of the abutting property.owner is provided by City Ordinance, Chapter 7.20 and Revised Code of Washington, Chapter 35.69. ---The areas needing repair have been marked in paint on the sidewalk adjoining -your property. ':Reconstruction permits must be obtained from the Building Department located at 250-5th Ave. N. within thirty (30) days upon receipt of this final —notice. The permit,fee for the sidewalk repair has been waived by the City of Edmonds. In the event you have not obtained the reconstruction permit within-thir-ty (30) days, the City forces will commence with the reconstruction of the side_w—irlk, and the City will bill the abutting property owner. This action is in response to many citizen reque"s,ts -- and pedestrian falling accidents which have been,increasing in recent years as a -result of sidewalk deterioration and increased pedestrian traffic. If you,have any questions regarding this final notice, please call Bill---. Stroud at 771-3202, extension 289. Sincerely, BOBBY R. MILLS Acting Supt. of Public Works BS/ml P, 9-42 594- RECEIPT FOR CERTIFIED MAIL NO INSURANCEZOVERAGE PROVIDED — NOT FOR IN fWATIONAL MAIL Y — �-%. (S6e-Rev rs ) STRR' L E AND NO. -6 3& &)(2- 14vt .0.. STXTE AND ZJJP CODE Zj)q 19 fO�20 POSTAGE CERTIFIED FEE SPECIALDELIVERY RESTRICTED DELIVERY CD SHOW TO WHOM AND DATE DELIVERED S:R SHOW TO WHOM . DATE. AND ADDRESS OF DELIVERY TO WHOM AND 'AT' SH P, = DE IVERED WITH RESTRICTED C, = DELIVERY z SHOW WHOM.DATEAND S OF DELIVERY WITH ADORES RESTRICTED DELIVERY TOTAL POSTAGE AND FEES s 5:!5, POSTMARK OR DATE )e6 d HARVE H. HARRISON CRTY OF E 0 M 0 Pidlp,[-.", MAYOR 200 DAYTON ST. EDMONDS, WASHINGTON 98020 - (206) 175-2',2; DEPARTMENT OF PUBLIC WOnKS March .16, 1981 Dear Resident: On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction and repair of deteriorated sidewalks. A public hearing will be held in the Council Chambers at the Civic Center on April 21,1981 at 7:30 P.M.- You are invited _to__4a.t.t.e,_n,d_this hea��J.ng_for. "te �.`s.'ic' , discussing of portion , s. of xietpriora_'`d'.'��' abutting your property.'- `Tlib`��i'l r'o'Vem-e'-K�—of sidewaik's in need of ret ' )air at the expense of the abutting property owner is provided by City Ordinance, Chapter 7.20 and' Revised Code of Washington, Chapter 35.68. The areas needing repair have been marked in paint on the sidewalk adjoining your property. Reconstruction and repair of these sidewalks must be Completed on or before September 1, 1981. In the event improvements are not completed within the above specif.iod time, the City will perform and complete the improvements at the 'expense of the abutting property owner. This action is in response to manv citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic - Sincerely, FRED F. HERZ"BERG Director of Public Works CIVIC CENTER 250, FwT�i AVE! )Z PRosPECT 6-1107 Chief Administrative Officer CITY OF EDMONDS Snohomish Couply, Washington March-2.1 1972 RECEJVrE�b MAR 2 2 1972 Mrs. Bernard Yost STREL FILE 536.Walnut Street Edmonds,,,,� Washington 98020' Subject': Utility Account No. 104-07300 'Dear 'Mrs. Yost: In regard to your letter of March 16, concerning your Utility Account and,application of charges thereto. This is to inform you that we shall honor the arrange- ment and intent as indicated by our telephone conversation and your letter. In other words, a single residence charge shall prevail for as long as your mother, Mrs. Peter Spence, occupies this residence. It is further agreed that at such time that this-. residence is occupied by others, either through rental by yourself, o-r- sale, that a charge shall be applied and/or a separate water meter and service shall.be installed. Respectfully,' Ronald L..Whale Chief Administrative Officer RLW/jh cc H. H. Harrison, Mayor Herb Gilbo Utility Billing I,- 5 -16 Walnut Strep't Edmonds 1 " ' fashing-ton March 1�, 197? 8 2 0 Mr. Ron Whaley STRflic' FILE Edmonds Civic Center 250 5th North )U I'dirc, 98o,-)o Dear I'vIr. Whaley: T4 h�, is in,regard to our telepholie converscition water bill Account No. 104-07300, which was doubled the last billing. The home in question was built for my I'lothcr t,rE Peter Spence,' a number of years ago, at which tim-e no �y water i,,,as available on Holly Drive. It 16111as agreed with Claude Londerville that her -1�iater could be run through our meter, until such time as she passed away, and then we would see that another meter il-vras installed. She is noi,,� almost 94 years old, has been a widow for 32 years, lives'o'n a Social Security pension of Y'42-70 a month, plus an occasional dividend. Inasmuch as it is on our, property and we receive no rent or income from it, we do not feel we should pa,, .0 1 lor a double wator bill. Sincerely yours Mrs. Bernard Yost 536 `i1alnut Street Edmonds, �--Ta. 98020 MARI 19,72 EDMONDS US. PERMIT 11NIg CITY OF EDMONDS NUMBER 970OZ5 CONSTRUCTION PERMIT APPLICATION -) SUITE/A OWNER t4AME/NAME OF BUSINESS ADDRESS /i - 'o -r <; r LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID.NO. 7-7-4 PUBLIC RIGHT OF EXISTING PROPOSED WAY PEA OFFICIAL STREET MAP. AEOUIREO DEDICATION - TESCP App,med 1 0 RW Perivil Requi, *it a 11011111 US11 PC -it R*Q'd trilimlion Required Side-1k Required ZIP TELLPHONEN MEER IETER SIZE LINE SIZE NO. OF FIXTURES XRVE NOIRED Yes 0 97. -.5 VJ� REMARKS Wytv; C7j zip ITELEPHONE NUMBER I V1 I to"JIff-4- L�r. �4 I wN ADDRESS INEERING ME REVIEWEDBY -1,10 DATED ZIP TELEPHONE NUMBER 6) 9 1.-776, _7 ( i FIRE ME1,40 GAT A FV1 _P 6 M4,6041W STATE LICEN BER EXPIRATION DATE SIGN AREA $EPA REVIEW ADS No. A-f '44"r Legal Description of Property% include all eafements ALLOWED PRO . POSI ED C 'OMPL EMPT Z A? 7y 4 Z/�, 0 i .P VARIANCE OR cu W By A SETBACKS - F He HT U-7,iW LOT COVERAGE 9e� Prop" FRONT A Tax Account REMARKS Parcel No. Z;54 �2 -194 (Y/- 00A NEW�. RESIOEN TIAL' PLU M SING 420o 674?�17 ADDITION COMMERCIAL MECHANICAL El A'sx1enve ElREMODEL :A1 SIGN FENCE E1.1 CHECKED BY TYPE.OF CONSTRUCTION CODE OCCUPA T GROAJ. REPAIR cy-S. x -FT) D.TO!E IM POOL AT �.Sw DEMOLISH HOT NB/SP!Vl SPECIAL DINSPECTOR ZEOUIRE AREA 10103 OCCU LOA, ETAINING WALL/ DOA..AGE . . oi,: -1 . . , . RENEWA� I a Yet; REMARKS. CA PORT AIOC�EAY OF USE. BUStNES Ty)�EXPLAIN;,',�' 1 !P PGRESS INSPECTIONS PER UBC 305 (TYPE NUMBER 0 OF NUMI§Efh�09-- DWELLIN 'T", RIITICAL- -* C ..i ':?INUMBER q,6 tnami; -my . STORIES:5+6A9- UNITS "4-, 0 DESCRIBE WORK TO BE DONE (ATTAC P OTPLAN):� Yi I hv� tiNpc it V1 4 14 4- ./)IJrT API-. 7 z-1 �FINAL',INSPIEC ih*oopll.'RED� VALUATION FEE 10 PLAN` �HECK kE I J 1 E: GLAZING BUILDING 0 PLUMBING Plan Check No. 96 -�o MECHANICAL This Permit covers work to be done on privatetproperly ONLY. GRADINGIFILL Any construction on the public domain (cur 'a, sidewe-lks, driveways, marquees, etc.) will require Separate permission. STATE SURCHARGE 12,15,0 Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE successors in Interest, agrees to indemnity, defend and hold 18 harmless the City of Edmonds, Washington, its OfflCi 16, bo employees, and agents from any and all claims for damage. of < whatever nature, arising directly or indirectly from the Issuancs, r of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT 0 modify, waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance —50 provision." TOTAL AMOUNT DUE 222.V I hereby acknowledge that I have read this application; that the Information given 15 Correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and a late laws regulating Construction; and In doing the work authoriz. THIS PERMIT AUTHORIZE S This application is not a permit until ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa. WORK !40TED Deputy; and fees are paid, and receipt is It n I ce and RCW 18.27. INSPECTION acknowledged in space provided. GN A (OWNER AGENT) DATE SIGNED DEPARTMENT er, ?a I'Vo j CITY OF DATA -7 EDMONDS 12M& &,�IOL9 7 ON CALL FOR IRELEASED 09"' DATE INSPECTION IT IS LINLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A,jFINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — Inspector A' CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC CHAPTER 3. PINK — Owner GOLD — Assessor 10247 0 law, ......... AN I PMOLIA 2 M 2 Ml A L PLANTING 07CHEDULE SO zl# AIZAELEA 5 GALLON 0 VIBURNUM DAVIDII/ DAIAD "13URNUM 2 GALLON CHOISYA TEPNATA / MEXICAN OKANGE 5 GALLON T,SU,GA MERTEM51ANVMOUNTAIN HEMLOCK ACER CIRCINATUM VINE MAPLE PIZUNUS LAUROCEIKASU.S. /OTTO LUYKEN WHITE DOGWOOD JUNIPEIZUS VIRCAN[ANA SKYROCKET PFIUNUS FJ-WODENDRON/'UNIOUF 24"-,W' p 'WROTS124"O.C. ARCTOSTAPHT'LOS UVA-UP,51/'KINNIKINNICK 4"POTS/24"O.C. LAWN IGRA55-CKETE city d.monds RIGHT-OF-WAY CONSTRUCTION PERMIT 7 Permit Number. Issue Date: A. Address or Vicinity of Construction: 53G Walnut.,.'- 1-7) .e' 9 0 1 9 C� B. Type of Work (be specific): GTE to do a road boe,��`rl�tse:� �see a �h6d]sketch. GTE Northwest Incorporated �4izdoT,0-41124 C. Contractor: Marilyn Holmqren, Permit CoordinatoiContact: ENGINEER: Ed Nel,i 2312C W. Casino Rd Mailing Address: Evecett WA QA2Ah-J41LA Phone: Marilyn 206/710-0786 State License #: Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. [J Commercial Subdivision El' City Project R3 Utility (PUD, GTE, WNG, CABLE, WATER) E] Multi -Family Single Family El Other. GTE W.O. # 2100 SPOOIET INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut: 0 Yes ONo G. Size of Cu x Charge,$ 'e Please - see. attachedl kt7 APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdinonds 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 employees, including or not limited to the defense ofany legatproceedings including defense costs, and attorney fees by reason ofgranting thispermit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to Ix in accordance vvith-City Codes. Street shall be kep� clean at albtfMbs Traffic Control and Public Sa4t , k&dlfbe in accordance with City regulations as required by the City Engineer. - 0-%- '1- 4- 4'�,w , - - - All street cut ditches shalFb6,-pA6h46dwith asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above stateffients and understand the permit requirements and thepink copy of thepermit will be bl avai a e on e i a � 1 ime or inspection purposes. FOA David Squires Date: 3/12/97 ctor or Agent) Sec. Mgr -Access Design CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER —DAYS DISRUPTION'FEE//UND SPECIAL CONDITIONS: N.A COMMENTS: DATE: RESTORATION FEE: PERMIT FEE: TOTAL FEE: RECEIPT FEE: .1 11: 1 ./J --I - ISSUED BY:, --- NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.) Comments: Diaaram.: CONTRACTOR CALLED FOR INSPECTION YES El NO Partial Work Inspection by P.W.: Work, Disap, ii�-: Date: FINAL APPROVAL BY: Date: IS97 ENGIW:� tNr-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROW - - - - - - - -- SIDEWALK - - - - - - - - - - - - - - GRASS STRIP - - - - - - - - - - - - - - UTILITY POLE 0 T - - - - - - - - - - - - - - - - - - - CURB GTE TO PUSH WALNUT WALNUT STREET ASPHALT MIN 30' COVER GTE TO REMOVE THIS POLE D GTE TO PLACE DOWN CURB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a- GUY AND ANCHOR .1 - - - - - - 1-49 F - - - - - - >Z-Z-- 0 179' GRASS STRIP UTILITY POLE 5 b SIDEWALK .................................................... ...... . - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ...... 1,x ........ GTE TO PLACE -ONE COMMUNICATION CABLE IN CONTRACTOR PROVIDED TRENCH. (MICHEL CONSTRUCTIONg AND REMOVE TWO SPANS OF AERIAL CABLE. 536 I N C.) 546 ED NELSON 710-4124 GTE WO#2100-8POOIET ACCOUNT:2422.10 1 It wo MIT [IMICH IM s(URI ( A p D - 11 1 A c 111 G I x0i 100 M nl wit III 17J y A c I U A 1 1�111tll UNITS-C-Ilm LIN Ts-x UNIT RKRIPTION r(COUIT Axx 006 -11m LINITS.R.11m 1'018 1" POLL I`USII FPXL X411 10 0 1 0 1 1 11 C "G INCER EDH I ICAY It F C A It 0 - P L A C 1 A G A 9PAOIG" 131 A ID UNITI U IV U 11 X�. ') S UNITS-C-HOURS 14 IT DCSCR IPT IOU ACCOU14T ZXX. x 6 li"UR 001 j1,10 IONL .1 W-14 V 1911 uf�I�S-X%A OURS UHITS-N-HOURS PIHA i n Tij PLACE SInAND z4ZI 10 190 0 0 8 P��d ALTA (Z CABLE 742i 10 1136 0 P22C REMO�E AERIAL CABLE X421 10 0 477 0 z 9 P1,M MID DIG TWICH 2411 to — Ill 0 0 16 — P36A Pl- RMV TRANS AERIAL 0 G4zl to 0 a 3 1 2 P49A Pl- COLE DUCT IN OPE14 Z4ZZ 10 S9S 0 0 10 2 P59b KPI PUSH PIPE SICI 1417 10 45 8 8 is 4 PGIA PLACE PEDESTAL 24ZJ 10 z 0 0 2 4 GTE EQUIV HOURS 16 9 z 9 1 2 ZI 0 PLACING SUPERVISOR GIL 101,11y IQUES 70 0 1 1 it I ijAC ING SUIRVISM S C 0 R E C A It D S P L I C I G SOIA TAG PAIRS Z4ZI 10 75 0 0 2 5 SOZB STRAIGHT SPL 51 300 P z4zz 10 zzS 0 0 7 6 5 C 0 R L A R D S P L I 1 11 S049 RPAHCH SPL Sl 300 PAS 2422 10 In 0 0 5 A jl�� E5 CW1 U�CW GliW 4ZI �O 75 0 0 �13A PL RLPL OR PHV FIXED 24ZZ 10 1 0 0 z 6 S14A SVC WIRE TE" TF—S 6.21 to 0 0 8 3 6 GIL [LIJIV MRS S t IC IIIG SLC[RV ISOR GTE EOUIY HOURS 19 S 3 6 zj 1 5 'L IC RIG SUPLAV ISUR M ORVR TOUILS 2x)x xxxx Gxxx 1044 [N.. IALLR INC 143 143 INSI'L TING 46 46 9 iOTf(c 914 41 [11 WORK ORDER TOTALS 2-X xxxx Wx TOTA 6?7 Ito 14S 2nz 673 24 797 s 3 Efir INCER 114G S73 IF. 045111 CT H4G HAILRIAL 101) SAO L 2419 110 169 696 TOT A 2 CABLE UNDERGROUNDING AND REMOVAL. 2100-9POOIGR-131 CUSTOMER TO PAY FOR XING ONLY. KEEP COST 2100-BPOOIET In 0 2f: CD DRIVER 0 DOR PMO/TRANS/SAFETY 0 HICAP/SPAN 0 opus 0 PU13LIC REQUIREMENTS 0 PLANT RELIEF/CABLE CONG. 12 PLT. EXT-/COMM. DEV./RCTA (DZ B 7 3 IR3:1001-;OP-5 c� j 0 r.4] 19, "I ,�-Qb 0 >< L 39 122 2 8930 lRj:1626-16,50 ZB70-/G T-7 116 _U0 P4 P5 777 300 671 LI-j F 39+37 ul) C\j N D I -('j ( r),2 5 x "t " �,f kn 11-17c)- in IR-'5:16O1--1625',?5DD AKI--50-26- LID 1j, co C) c) " Ifl-3:1601-1625 AE25-2-1- CABLE BEF"DRE. I AFTEIR F'ILLS IVK. VACII--11)1' LID DEF 111K. VAC EDT 1,11) I R 3 -16 01-16 2 5 6 3 15 1 14 3 - 7 IR3.1626-1650 18 3 4 - 18 3 - 4 IR3:1676-1700 - 25 - - - 25 - - 0 36 + 53 CUSTOMER NAME: MICHEL CONSTRUCTION INC. ADDRESS: 8022 - 212TH ST. S.W. EDMONDS, WA. 98026 TEL" (206) 776-2211 FAX" (20G) 778-90BG CELL 11 (206) 930-2445 %11 CD Lu I11-P IR3:16P6-h55O b IR3:1626-1650 CL --)o IOAI:1-24 AE25-24 1 '90 -�p I P Uu LG) 10 x , 25' STUB AEF25-24 1), 6,, I �i� lq-/L/H (IR3:1626-16 0) ALP IR.5:160 P70-/2 (AE25-24) 1.5,11 P72-/2 AEF25-24 1 6' 7�L MC:221425 (57'- '77) kzz �90-' 70- 2 714 WTQ -,-2:-)DD+IR3:1626-1650 0 5R,3:87b-goo (IR5:16,'6-1650) — 1 A K F: 5 0 - 2 6 1 R 3:16 01-16 5 0 + I L AEF25-2 s.5. (A E F 2 5 - 2 4) 125' LAP 25DD+IG51-1700 IOM MC:280425 (57'-'89) D —.4Z-OROAD PUSH (GTE)CHARGE TO KEEP COST WO. - p P —A—AK17:1-26 —A (IR3:50DD,1601-1650-) I R 3:16 01-16 5 0 + (75DD,IR.3:1676-1700) n 5DD+1651-1700- X—, 190' LAP x— - -x— I R 3:16 01-16 5 0 (Ss�-24r-4 qL r-.�� A 17 r- n - -) C — I I rl.L� H r — A V r:. I -'D C- — H r' i// x� �'* EN IN P3 778 AEF50-24 H 1-1 Z' 0 36+95 -10 7T, cn c\j I r. V IR3:1626-1650 c\j 'OV F, _- I R 3:16 01-16 5 0 + -j Ld (0 MILIH 25DD+1651-1700 < PI-/2 IR3:2101 2700, 304 jR3:150 -1800 AE9-24 IR3:2101-'2700,400L D, IR3:1501-1600 5RJ:401 900 AEI-24 SLM15--26 .30ODD- 5R3:801-900 3R :/50) -2700 AEF4-24 SS12-24 IR3:1601-1650-25i)D, IR3:1676-1700 -------- ----- LEI-24 : - L 00-()4 P62 - --------- 1---- UG -------- -- 71----- Q) ZIG7 —UG -------------------- u 0 \9, 1:k-� v,, IR3:1501-1700 W u N : — [�a— AIC.-212482— 11—� k6) IGO, /[1 cm 250' L1AP 220' LAP ' I pGo F) 7 �2 A \ AN 469 00() 1 5 1 472 '-0 1R3:1-51-1G75-2!5DD/ c 61 473 Ln In 0 /17 1,1" 6-- 1 17, c, lom AESO-24 '1� LJ P6 -3-/1 MH31 + C) - 01 L - 8 tx^ (o c\.1 7 2 17 + C) /8 'W Ln G- bb 0: ;i 47) MH87 x q� IR31651-1'675,25DD 0: C10 137+81 Z5 0 -L -J-(� Wz� ?6 -J: ,c,\ + AE--50-2 �2 io G T E TO PLACE 4PVC 1�0 CD CD 3R11501-180500 L-0 AND PLUYB INTO SS3-24 520 X F524 1 a ALL NEW PEDESTALS CD CHINA I — I J5 f-133 10 co RESTAU T TEMP DROPS TO BE PLACE TO DEYELOPER PROYIDED [!L6 )595 RAN [505] 530 AND 534 WALNUT TRENCH. IR.;:1666-1675 U P P68-/3 X THESE TWO HOU'SES 11 1 k I I TIh5 110USI: /I -(I I/ . A - — - — - — - — - — - — - — - — - — - — - — - — WILL BE DEMOLISH -- cK.L., — - — - — - — - - - --- - -- TO BE DEMOLISH - - - - - - - - - - - - - - - - - - - - - - - - RLP Di,3/35:1801-2100 R.3:1501-2100 S 3R 7 j� I--' SS3-24� SS2-2� IR3:2101-2700=37+15 9Ri:N01V30O=1It89 R :- I + 9 /--\ MH SWS 2'-PVC-1 IVAY 60 FT - - - - - - - - - - - IP3:2101-2700- JR3:2401-2700 -3P3:2101-2400 0 P64 772 40ODD,5RJ:401-900 —AE9-26 P1 672 C) Cc Ln Q) (\j I DES. I-1ELDER RICIL EDWARDS 499-5144 FACILITY TECH LINDA HUNT 710-4144 PERMITS CONSTRUCTION 0 BLANKET )R DIAL. A DIG 0 STATE 0 FLAGGING 0 COUNTY 0 BRUSHING 18 CITY 0 NONE SPECIAL CIRCUITS 0 CAUTION POWER OUG MAE CUTS REQUIRED OTHER 0-9 LIG N AE AN YES 0 NO TELCO 01 UG 111 AE JOINT POLE JOINT TRENCH Is PUD 0 PUD 0 PSP&L EIPSP&L El CATV 0 CATV 0 GTE 11 GTE 0 NONE N CUSTOMER TRENCH FEES REO'S X( GOP 0 LEC POINT OF 0 SPEC.CONST. CONTACT 0 NONE ENGINEER ED NELSON 4 !� 4 PHONE NO c:! 88-1633 M A T E R 'IAt-�- CODE DESCRIPTION EST ACT 280680: AKF.1-26 410, 280650 : AKF:50 - 2G 375' 529179 J IOAI-1-26 IEA. 180006 ZI"pvc 380' 180007 2"PVC 8 0' PLACING HOURS SPLICING HOURS x EXCHANGE COUNTY HALLS LAKET SNOHOMISH TITLE: f\jm 546 WALNUT STREET 00 * 0 0 10 01-0 1 UNDERGROUNDING PROJECT -uco ?OR 13,0� 4(2HEL CONST. INC. O-U z APP[ VLO jY IL/ 00 U. 00 SlIrET T. 27N R. 3E/SEC-.2�d1c NO.: I OF 1 b1i -12 USE FOR ROUTINE ONLY PRIORITY 03 ECAS PH01 IN SVC 05115197 IN SEIZNrlCE DA'17E- 05115197 co 0 TO C.O. WCC=401 EDMONDS RSU (DZ B 7 3 IR3:1001-;OP-5 c� j 0 r.4] 19, "I ,�-Qb 0 >< L 39 122 2 8930 lRj:1626-16,50 ZB70-/G T-7 116 _U0 P4 P5 777 300 671 LI-j F 39+37 ul) C\j N D I -('j ( r),2 5 x "t " �,f kn 11-17c)- in IR-'5:16O1--1625',?5DD AKI--50-26- LID 1j, co C) c) " Ifl-3:1601-1625 AE25-2-1- CABLE BEF"DRE. I AFTEIR F'ILLS IVK. VACII--11)1' LID DEF 111K. VAC EDT 1,11) I R 3 -16 01-16 2 5 6 3 15 1 14 3 - 7 IR3.1626-1650 18 3 4 - 18 3 - 4 IR3:1676-1700 - 25 - - - 25 - - 0 36 + 53 CUSTOMER NAME: MICHEL CONSTRUCTION INC. ADDRESS: 8022 - 212TH ST. S.W. EDMONDS, WA. 98026 TEL" (206) 776-2211 FAX" (20G) 778-90BG CELL 11 (206) 930-2445 %11 CD Lu I11-P IR3:16P6-h55O b IR3:1626-1650 CL --)o IOAI:1-24 AE25-24 1 '90 -�p I P Uu LG) 10 x , 25' STUB AEF25-24 1), 6,, I �i� lq-/L/H (IR3:1626-16 0) ALP IR.5:160 P70-/2 (AE25-24) 1.5,11 P72-/2 AEF25-24 1 6' 7�L MC:221425 (57'- '77) kzz �90-' 70- 2 714 WTQ -,-2:-)DD+IR3:1626-1650 0 5R,3:87b-goo (IR5:16,'6-1650) — 1 A K F: 5 0 - 2 6 1 R 3:16 01-16 5 0 + I L AEF25-2 s.5. (A E F 2 5 - 2 4) 125' LAP 25DD+IG51-1700 IOM MC:280425 (57'-'89) D —.4Z-OROAD PUSH (GTE)CHARGE TO KEEP COST WO. - p P —A—AK17:1-26 —A (IR3:50DD,1601-1650-) I R 3:16 01-16 5 0 + (75DD,IR.3:1676-1700) n 5DD+1651-1700- X—, 190' LAP x— - -x— I R 3:16 01-16 5 0 (Ss�-24r-4 qL r-.�� A 17 r- n - -) C — I I rl.L� H r — A V r:. I -'D C- — H r' i// x� �'* EN IN P3 778 AEF50-24 H 1-1 Z' 0 36+95 -10 7T, cn c\j I r. V IR3:1626-1650 c\j 'OV F, _- I R 3:16 01-16 5 0 + -j Ld (0 MILIH 25DD+1651-1700 < PI-/2 IR3:2101 2700, 304 jR3:150 -1800 AE9-24 IR3:2101-'2700,400L D, IR3:1501-1600 5RJ:401 900 AEI-24 SLM15--26 .30ODD- 5R3:801-900 3R :/50) -2700 AEF4-24 SS12-24 IR3:1601-1650-25i)D, IR3:1676-1700 -------- ----- LEI-24 : - L 00-()4 P62 - --------- 1---- UG -------- -- 71----- Q) ZIG7 —UG -------------------- u 0 \9, 1:k-� v,, IR3:1501-1700 W u N : — [�a— AIC.-212482— 11—� k6) IGO, /[1 cm 250' L1AP 220' LAP ' I pGo F) 7 �2 A \ AN 469 00() 1 5 1 472 '-0 1R3:1-51-1G75-2!5DD/ c 61 473 Ln In 0 /17 1,1" 6-- 1 17, c, lom AESO-24 '1� LJ P6 -3-/1 MH31 + C) - 01 L - 8 tx^ (o c\.1 7 2 17 + C) /8 'W Ln G- bb 0: ;i 47) MH87 x q� IR31651-1'675,25DD 0: C10 137+81 Z5 0 -L -J-(� Wz� ?6 -J: ,c,\ + AE--50-2 �2 io G T E TO PLACE 4PVC 1�0 CD CD 3R11501-180500 L-0 AND PLUYB INTO SS3-24 520 X F524 1 a ALL NEW PEDESTALS CD CHINA I — I J5 f-133 10 co RESTAU T TEMP DROPS TO BE PLACE TO DEYELOPER PROYIDED [!L6 )595 RAN [505] 530 AND 534 WALNUT TRENCH. IR.;:1666-1675 U P P68-/3 X THESE TWO HOU'SES 11 1 k I I TIh5 110USI: /I -(I I/ . A - — - — - — - — - — - — - — - — - — - — - — - — WILL BE DEMOLISH -- cK.L., — - — - — - — - - - --- - -- TO BE DEMOLISH - - - - - - - - - - - - - - - - - - - - - - - - RLP Di,3/35:1801-2100 R.3:1501-2100 S 3R 7 j� I--' SS3-24� SS2-2� IR3:2101-2700=37+15 9Ri:N01V30O=1It89 R :- I + 9 /--\ MH SWS 2'-PVC-1 IVAY 60 FT - - - - - - - - - - - IP3:2101-2700- JR3:2401-2700 -3P3:2101-2400 0 P64 772 40ODD,5RJ:401-900 —AE9-26 P1 672 C) Cc Ln Q) (\j I DES. I-1ELDER RICIL EDWARDS 499-5144 FACILITY TECH LINDA HUNT 710-4144 PERMITS CONSTRUCTION 0 BLANKET )R DIAL. A DIG 0 STATE 0 FLAGGING 0 COUNTY 0 BRUSHING 18 CITY 0 NONE SPECIAL CIRCUITS 0 CAUTION POWER OUG MAE CUTS REQUIRED OTHER 0-9 LIG N AE AN YES 0 NO TELCO 01 UG 111 AE JOINT POLE JOINT TRENCH Is PUD 0 PUD 0 PSP&L EIPSP&L El CATV 0 CATV 0 GTE 11 GTE 0 NONE N CUSTOMER TRENCH FEES REO'S X( GOP 0 LEC POINT OF 0 SPEC.CONST. CONTACT 0 NONE ENGINEER ED NELSON 4 !� 4 PHONE NO c:! 88-1633 M A T E R 'IAt-�- CODE DESCRIPTION EST ACT 280680: AKF.1-26 410, 280650 : AKF:50 - 2G 375' 529179 J IOAI-1-26 IEA. 180006 ZI"pvc 380' 180007 2"PVC 8 0' PLACING HOURS SPLICING HOURS x EXCHANGE COUNTY HALLS LAKET SNOHOMISH TITLE: f\jm 546 WALNUT STREET 00 * 0 0 10 01-0 1 UNDERGROUNDING PROJECT -uco ?OR 13,0� 4(2HEL CONST. INC. O-U z APP[ VLO jY IL/ 00 U. 00 SlIrET T. 27N R. 3E/SEC-.2�d1c NO.: I OF 1 b1i -12 USE FOR ROUTINE ONLY PRIORITY 03 ECAS PH01 IN SVC 05115197 IN SEIZNrlCE DA'17E- 05115197 co 0 TO C.O. WCC=401 EDMONDS RSU IR-'5:16O1--1625',?5DD AKI--50-26- LID 1j, co C) c) " Ifl-3:1601-1625 AE25-2-1- CABLE BEF"DRE. I AFTEIR F'ILLS IVK. VACII--11)1' LID DEF 111K. VAC EDT 1,11) I R 3 -16 01-16 2 5 6 3 15 1 14 3 - 7 IR3.1626-1650 18 3 4 - 18 3 - 4 IR3:1676-1700 - 25 - - - 25 - - 0 36 + 53 CUSTOMER NAME: MICHEL CONSTRUCTION INC. ADDRESS: 8022 - 212TH ST. S.W. EDMONDS, WA. 98026 TEL" (206) 776-2211 FAX" (20G) 778-90BG CELL 11 (206) 930-2445 %11 CD Lu I11-P IR3:16P6-h55O b IR3:1626-1650 CL --)o IOAI:1-24 AE25-24 1 '90 -�p I P Uu LG) 10 x , 25' STUB AEF25-24 1), 6,, I �i� lq-/L/H (IR3:1626-16 0) ALP IR.5:160 P70-/2 (AE25-24) 1.5,11 P72-/2 AEF25-24 1 6' 7�L MC:221425 (57'- '77) kzz �90-' 70- 2 714 WTQ -,-2:-)DD+IR3:1626-1650 0 5R,3:87b-goo (IR5:16,'6-1650) — 1 A K F: 5 0 - 2 6 1 R 3:16 01-16 5 0 + I L AEF25-2 s.5. (A E F 2 5 - 2 4) 125' LAP 25DD+IG51-1700 IOM MC:280425 (57'-'89) D —.4Z-OROAD PUSH (GTE)CHARGE TO KEEP COST WO. - p P —A—AK17:1-26 —A (IR3:50DD,1601-1650-) I R 3:16 01-16 5 0 + (75DD,IR.3:1676-1700) n 5DD+1651-1700- X—, 190' LAP x— - -x— I R 3:16 01-16 5 0 (Ss�-24r-4 qL r-.�� A 17 r- n - -) C — I I rl.L� H r — A V r:. I -'D C- — H r' i// x� �'* EN IN P3 778 AEF50-24 H 1-1 Z' 0 36+95 -10 7T, cn c\j I r. V IR3:1626-1650 c\j 'OV F, _- I R 3:16 01-16 5 0 + -j Ld (0 MILIH 25DD+1651-1700 < PI-/2 IR3:2101 2700, 304 jR3:150 -1800 AE9-24 IR3:2101-'2700,400L D, IR3:1501-1600 5RJ:401 900 AEI-24 SLM15--26 .30ODD- 5R3:801-900 3R :/50) -2700 AEF4-24 SS12-24 IR3:1601-1650-25i)D, IR3:1676-1700 -------- ----- LEI-24 : - L 00-()4 P62 - --------- 1---- UG -------- -- 71----- Q) ZIG7 —UG -------------------- u 0 \9, 1:k-� v,, IR3:1501-1700 W u N : — [�a— AIC.-212482— 11—� k6) IGO, /[1 cm 250' L1AP 220' LAP ' I pGo F) 7 �2 A \ AN 469 00() 1 5 1 472 '-0 1R3:1-51-1G75-2!5DD/ c 61 473 Ln In 0 /17 1,1" 6-- 1 17, c, lom AESO-24 '1� LJ P6 -3-/1 MH31 + C) - 01 L - 8 tx^ (o c\.1 7 2 17 + C) /8 'W Ln G- bb 0: ;i 47) MH87 x q� IR31651-1'675,25DD 0: C10 137+81 Z5 0 -L -J-(� Wz� ?6 -J: ,c,\ + AE--50-2 �2 io G T E TO PLACE 4PVC 1�0 CD CD 3R11501-180500 L-0 AND PLUYB INTO SS3-24 520 X F524 1 a ALL NEW PEDESTALS CD CHINA I — I J5 f-133 10 co RESTAU T TEMP DROPS TO BE PLACE TO DEYELOPER PROYIDED [!L6 )595 RAN [505] 530 AND 534 WALNUT TRENCH. IR.;:1666-1675 U P P68-/3 X THESE TWO HOU'SES 11 1 k I I TIh5 110USI: /I -(I I/ . A - — - — - — - — - — - — - — - — - — - — - — - — WILL BE DEMOLISH -- cK.L., — - — - — - — - - - --- - -- TO BE DEMOLISH - - - - - - - - - - - - - - - - - - - - - - - - RLP Di,3/35:1801-2100 R.3:1501-2100 S 3R 7 j� I--' SS3-24� SS2-2� IR3:2101-2700=37+15 9Ri:N01V30O=1It89 R :- I + 9 /--\ MH SWS 2'-PVC-1 IVAY 60 FT - - - - - - - - - - - IP3:2101-2700- JR3:2401-2700 -3P3:2101-2400 0 P64 772 40ODD,5RJ:401-900 —AE9-26 P1 672 C) Cc Ln Q) (\j I DES. I-1ELDER RICIL EDWARDS 499-5144 FACILITY TECH LINDA HUNT 710-4144 PERMITS CONSTRUCTION 0 BLANKET )R DIAL. A DIG 0 STATE 0 FLAGGING 0 COUNTY 0 BRUSHING 18 CITY 0 NONE SPECIAL CIRCUITS 0 CAUTION POWER OUG MAE CUTS REQUIRED OTHER 0-9 LIG N AE AN YES 0 NO TELCO 01 UG 111 AE JOINT POLE JOINT TRENCH Is PUD 0 PUD 0 PSP&L EIPSP&L El CATV 0 CATV 0 GTE 11 GTE 0 NONE N CUSTOMER TRENCH FEES REO'S X( GOP 0 LEC POINT OF 0 SPEC.CONST. CONTACT 0 NONE ENGINEER ED NELSON 4 !� 4 PHONE NO c:! 88-1633 M A T E R 'IAt-�- CODE DESCRIPTION EST ACT 280680: AKF.1-26 410, 280650 : AKF:50 - 2G 375' 529179 J IOAI-1-26 IEA. 180006 ZI"pvc 380' 180007 2"PVC 8 0' PLACING HOURS SPLICING HOURS x EXCHANGE COUNTY HALLS LAKET SNOHOMISH TITLE: f\jm 546 WALNUT STREET 00 * 0 0 10 01-0 1 UNDERGROUNDING PROJECT -uco ?OR 13,0� 4(2HEL CONST. INC. O-U z APP[ VLO jY IL/ 00 U. 00 SlIrET T. 27N R. 3E/SEC-.2�d1c NO.: I OF 1 b1i -12 USE FOR ROUTINE ONLY PRIORITY 03 ECAS PH01 IN SVC 05115197 IN SEIZNrlCE DA'17E- 05115197 co 0 TO C.O. WCC=401 EDMONDS RSU LID 1j, co C) c) " Ifl-3:1601-1625 AE25-2-1- CABLE BEF"DRE. I AFTEIR F'ILLS IVK. VACII--11)1' LID DEF 111K. VAC EDT 1,11) I R 3 -16 01-16 2 5 6 3 15 1 14 3 - 7 IR3.1626-1650 18 3 4 - 18 3 - 4 IR3:1676-1700 - 25 - - - 25 - - 0 36 + 53 CUSTOMER NAME: MICHEL CONSTRUCTION INC. ADDRESS: 8022 - 212TH ST. S.W. EDMONDS, WA. 98026 TEL" (206) 776-2211 FAX" (20G) 778-90BG CELL 11 (206) 930-2445 %11 CD Lu I11-P IR3:16P6-h55O b IR3:1626-1650 CL --)o IOAI:1-24 AE25-24 1 '90 -�p I P Uu LG) 10 x , 25' STUB AEF25-24 1), 6,, I �i� lq-/L/H (IR3:1626-16 0) ALP IR.5:160 P70-/2 (AE25-24) 1.5,11 P72-/2 AEF25-24 1 6' 7�L MC:221425 (57'- '77) kzz �90-' 70- 2 714 WTQ -,-2:-)DD+IR3:1626-1650 0 5R,3:87b-goo (IR5:16,'6-1650) — 1 A K F: 5 0 - 2 6 1 R 3:16 01-16 5 0 + I L AEF25-2 s.5. (A E F 2 5 - 2 4) 125' LAP 25DD+IG51-1700 IOM MC:280425 (57'-'89) D —.4Z-OROAD PUSH (GTE)CHARGE TO KEEP COST WO. - p P —A—AK17:1-26 —A (IR3:50DD,1601-1650-) I R 3:16 01-16 5 0 + (75DD,IR.3:1676-1700) n 5DD+1651-1700- X—, 190' LAP x— - -x— I R 3:16 01-16 5 0 (Ss�-24r-4 qL r-.�� A 17 r- n - -) C — I I rl.L� H r — A V r:. I -'D C- — H r' i// x� �'* EN IN P3 778 AEF50-24 H 1-1 Z' 0 36+95 -10 7T, cn c\j I r. V IR3:1626-1650 c\j 'OV F, _- I R 3:16 01-16 5 0 + -j Ld (0 MILIH 25DD+1651-1700 < PI-/2 IR3:2101 2700, 304 jR3:150 -1800 AE9-24 IR3:2101-'2700,400L D, IR3:1501-1600 5RJ:401 900 AEI-24 SLM15--26 .30ODD- 5R3:801-900 3R :/50) -2700 AEF4-24 SS12-24 IR3:1601-1650-25i)D, IR3:1676-1700 -------- ----- LEI-24 : - L 00-()4 P62 - --------- 1---- UG -------- -- 71----- Q) ZIG7 —UG -------------------- u 0 \9, 1:k-� v,, IR3:1501-1700 W u N : — [�a— AIC.-212482— 11—� k6) IGO, /[1 cm 250' L1AP 220' LAP ' I pGo F) 7 �2 A \ AN 469 00() 1 5 1 472 '-0 1R3:1-51-1G75-2!5DD/ c 61 473 Ln In 0 /17 1,1" 6-- 1 17, c, lom AESO-24 '1� LJ P6 -3-/1 MH31 + C) - 01 L - 8 tx^ (o c\.1 7 2 17 + C) /8 'W Ln G- bb 0: ;i 47) MH87 x q� IR31651-1'675,25DD 0: C10 137+81 Z5 0 -L -J-(� Wz� ?6 -J: ,c,\ + AE--50-2 �2 io G T E TO PLACE 4PVC 1�0 CD CD 3R11501-180500 L-0 AND PLUYB INTO SS3-24 520 X F524 1 a ALL NEW PEDESTALS CD CHINA I — I J5 f-133 10 co RESTAU T TEMP DROPS TO BE PLACE TO DEYELOPER PROYIDED [!L6 )595 RAN [505] 530 AND 534 WALNUT TRENCH. IR.;:1666-1675 U P P68-/3 X THESE TWO HOU'SES 11 1 k I I TIh5 110USI: /I -(I I/ . A - — - — - — - — - — - — - — - — - — - — - — - — WILL BE DEMOLISH -- cK.L., — - — - — - — - - - --- - -- TO BE DEMOLISH - - - - - - - - - - - - - - - - - - - - - - - - RLP Di,3/35:1801-2100 R.3:1501-2100 S 3R 7 j� I--' SS3-24� SS2-2� IR3:2101-2700=37+15 9Ri:N01V30O=1It89 R :- I + 9 /--\ MH SWS 2'-PVC-1 IVAY 60 FT - - - - - - - - - - - IP3:2101-2700- JR3:2401-2700 -3P3:2101-2400 0 P64 772 40ODD,5RJ:401-900 —AE9-26 P1 672 C) Cc Ln Q) (\j I DES. I-1ELDER RICIL EDWARDS 499-5144 FACILITY TECH LINDA HUNT 710-4144 PERMITS CONSTRUCTION 0 BLANKET )R DIAL. A DIG 0 STATE 0 FLAGGING 0 COUNTY 0 BRUSHING 18 CITY 0 NONE SPECIAL CIRCUITS 0 CAUTION POWER OUG MAE CUTS REQUIRED OTHER 0-9 LIG N AE AN YES 0 NO TELCO 01 UG 111 AE JOINT POLE JOINT TRENCH Is PUD 0 PUD 0 PSP&L EIPSP&L El CATV 0 CATV 0 GTE 11 GTE 0 NONE N CUSTOMER TRENCH FEES REO'S X( GOP 0 LEC POINT OF 0 SPEC.CONST. CONTACT 0 NONE ENGINEER ED NELSON 4 !� 4 PHONE NO c:! 88-1633 M A T E R 'IAt-�- CODE DESCRIPTION EST ACT 280680: AKF.1-26 410, 280650 : AKF:50 - 2G 375' 529179 J IOAI-1-26 IEA. 180006 ZI"pvc 380' 180007 2"PVC 8 0' PLACING HOURS SPLICING HOURS x EXCHANGE COUNTY HALLS LAKET SNOHOMISH TITLE: f\jm 546 WALNUT STREET 00 * 0 0 10 01-0 1 UNDERGROUNDING PROJECT -uco ?OR 13,0� 4(2HEL CONST. INC. O-U z APP[ VLO jY IL/ 00 U. 00 SlIrET T. 27N R. 3E/SEC-.2�d1c NO.: I OF 1 b1i -12 USE FOR ROUTINE ONLY PRIORITY 03 ECAS PH01 IN SVC 05115197 IN SEIZNrlCE DA'17E- 05115197 co 0 TO C.O. WCC=401 EDMONDS RSU CHINA I — I J5 f-133 10 co RESTAU T TEMP DROPS TO BE PLACE TO DEYELOPER PROYIDED [!L6 )595 RAN [505] 530 AND 534 WALNUT TRENCH. IR.;:1666-1675 U P P68-/3 X THESE TWO HOU'SES 11 1 k I I TIh5 110USI: /I -(I I/ . A - — - — - — - — - — - — - — - — - — - — - — - — WILL BE DEMOLISH -- cK.L., — - — - — - — - - - --- - -- TO BE DEMOLISH - - - - - - - - - - - - - - - - - - - - - - - - RLP Di,3/35:1801-2100 R.3:1501-2100 S 3R 7 j� I--' SS3-24� SS2-2� IR3:2101-2700=37+15 9Ri:N01V30O=1It89 R :- I + 9 /--\ MH SWS 2'-PVC-1 IVAY 60 FT - - - - - - - - - - - IP3:2101-2700- JR3:2401-2700 -3P3:2101-2400 0 P64 772 40ODD,5RJ:401-900 —AE9-26 P1 672 C) Cc Ln Q) (\j I DES. I-1ELDER RICIL EDWARDS 499-5144 FACILITY TECH LINDA HUNT 710-4144 PERMITS CONSTRUCTION 0 BLANKET )R DIAL. A DIG 0 STATE 0 FLAGGING 0 COUNTY 0 BRUSHING 18 CITY 0 NONE SPECIAL CIRCUITS 0 CAUTION POWER OUG MAE CUTS REQUIRED OTHER 0-9 LIG N AE AN YES 0 NO TELCO 01 UG 111 AE JOINT POLE JOINT TRENCH Is PUD 0 PUD 0 PSP&L EIPSP&L El CATV 0 CATV 0 GTE 11 GTE 0 NONE N CUSTOMER TRENCH FEES REO'S X( GOP 0 LEC POINT OF 0 SPEC.CONST. CONTACT 0 NONE ENGINEER ED NELSON 4 !� 4 PHONE NO c:! 88-1633 M A T E R 'IAt-�- CODE DESCRIPTION EST ACT 280680: AKF.1-26 410, 280650 : AKF:50 - 2G 375' 529179 J IOAI-1-26 IEA. 180006 ZI"pvc 380' 180007 2"PVC 8 0' PLACING HOURS SPLICING HOURS x EXCHANGE COUNTY HALLS LAKET SNOHOMISH TITLE: f\jm 546 WALNUT STREET 00 * 0 0 10 01-0 1 UNDERGROUNDING PROJECT -uco ?OR 13,0� 4(2HEL CONST. INC. O-U z APP[ VLO jY IL/ 00 U. 00 SlIrET T. 27N R. 3E/SEC-.2�d1c NO.: I OF 1 b1i -12 USE FOR ROUTINE ONLY PRIORITY 03 ECAS PH01 IN SVC 05115197 IN SEIZNrlCE DA'17E- 05115197 co 0 TO C.O. WCC=401 EDMONDS RSU Water Service Drawing The City of Edmonds EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS R LID NO . .................. ASMT. NO . .................. ??Oozr OWNER ................................................................................................ CONTRACTOR .................................................................................... PERMIT NO . .................... JOB ADDRESS S.3.4.7.*Q.1,001 ............. ............................. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... ..... .... .. .. ......... .. .. ... ... . ................................................................................................. I.: ................................................................ X'200ps.l. Pa. of A // �0(2X2 &os5 ret xl4x/ * 0 0 11.5 A ;,.,j VAee/ vqlve. 0 NAMEOF ADDITION ..: .................................................................................. I ................................. WAL. S'4 Approved: PWW-0001-11/75 (REV.11178) DATE I . ....... —.7.7 .................. By J ff] /17 C. -J'S9 Q Cit'rbf Edmonds y RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number: ? Wue Date: 9 1 A. Address or Vicinity of Construction:—'f3(10 B. Type of Work (be specific): 5r��&M &-04M41f b/W C. Contractor: Contact: "ROATP Mailing Address: PD,2-,2- c;V,,Z�# Phone: 4J1,C#6&, 6'12 State License #: J0 Liability Insurance: Bond: $ D. Building Permit # (if applicable): !V00.3-3— Side Sewer Permit # (if applicable): I n Commercial El Subdivision E] City Project [] Utility (PUD, GTE, WNG, CABLE, WATER) L�r Multi -Family E] Single Family Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut N Yes []No G. Size of Cut: x H. Chargi�_$ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmlessftom injuries, damages, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made 'against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and atiorneyfees by reason of granting this permit. THE CONTRA CTOR IS RESPONSIBLE FOR WORKMA NSHIP A ND, MA TERIA LS FOR A. PERIOD OF ONE YEA R FOLLO WING THE FINA L INSPEC-: TION AND ACCEPTANCE OF THE WORK. ESTIMA TED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCH 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, 771-022Q. Work and mater'ial 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 shal] 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 readthe'above statements and unders�and the permit requirements and the -pink copy of the permit wi/1 be available- on site at all times for inspection purposes. Signature: Date. (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY FEE: TIMEAUTHORIZED: VOrDAFTER AV", DAYS DISRUPTION FEEIFUND I 11: SPECIAL CONDITIONS: RESTORATION FEE: C H4'. -)'rrV'-V4 C ;V; J OTAL FEE.: 3 Q �-J 14 RECEIPT NO.:, 7- 2- 6 6 tAs0 -tf 53L 0�orlm-q S-1 ISSUED BY: =,A^ 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 M YES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: T RECIEIVE CITY,OF EDMONDAPR 1 71997 SIDE, SEWER PERMIT 9 0 '3UBLIC WORKS DEPI PERMIT N 2D .8858 Address of Construction: —e5 Property Legal Description (Include all ease'rhents): jf� 11L I ot I S-C) I z Owner and/or Contractor: Statel-icenseNo- Building Permit No. 0 Single Family PrMulti-Family (No. of Units 0 Commercial El Public Invasion into City Right -of -Way: $,No 11 Yes RW Construction Permit No. Cross other Private Property: No Yes Attach legal description and'copy of recorded easement I certiFfy thal. I have read and shall comply with all city requirements t as indi'cated on the back of the Permit Card. 4, Date CALL- DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY - i I FOR INSPECTION CALL 7*4-3202, PUBLIC WORKS DEPT. Permit Fee: '(00.00 Issued By. Trunk Charge: 100 Ott Date I . ssued: Assessment Fee: Receipt No.: (2YIMM Lid No.:� Partial Inspection: Comments D I ate —Initial — Reason Rejected: Final Inspection Approved Dati;�-4-�l InitiaI,-1V6-)0-'— Date—Initial ** PERMIT MUST BE POSTED ON 'JOB SITE ** White Copy. File Gre6nCopj.:lhs ctol. Buff Copy': Appl,cant: Revised 3/90 The City of Edmonds OWNER........................................................................... ................... CONTRACTOR ......................................................................................... PERMIT NO. (41 w JOB ADDRESS ... ....................... .... ..... LEGAL DESCRIPTION: LOT NO. ................................... BLOCK NO . .................................... ...................................................................................................................... .......... ----------- -- TREATMENT PLANT NAME OF ADDITION ........ I ....... i-------------- * ........... ------------- ... 9 --- I �a. CITY OF EDIVIONDS 200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 771-3202 DEPARTMENT OF PUBLIC WORKS 'IED MAIL June 15i 1982 Mr. B. L. Yost 536 Walnut St. Edmonds, WA 98020 HARVE. H. HARRISON MAYOR PROPERTY DESCRIPTION: Lots 11, 12, & 13, Blk. 124 (E.k of Lot 11 only) Plat of Edmonds (4342) Re: Edmonds, WA 98020 Dear Resident: FILE On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction, and repair of deteriorated sidewalks.- A letter dated March 161, 1981 was sent to residents that were required to repair the sidewalk abutting their propertyo The improvement of sidewalks in need of repair at the expense of the abutting property owner is provided by City Ordinance, Chapter 7.20 and Revised Code of Washington, Chapter 35.68. The areas needing repair have been marked in paint on the sidewalk adjoining your property. Reconstruction permits must be' obtained from the Building Department at 501 Bell Street within 30 days upon receipt of this certified letter. The fee for the sidewalk repair has been waived by the City of Edmonds. In the event these improvements are not completed within ninety (90) days upon receipt of this certified letter, the City will employ a private contractor to perform the designated repairs 'and the.City will bill the abutting property owner. This action is in response to many citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic. If you have any questions, please:ca'll Bobby Mills at::� 771-3202, ext. 289. Sincerely, JOHN B. MITCHELL Superintendent of Public Works BM/ml RECEIPT FOR CERTIFIED MAIL SENT TO POST RK R D B. L. Yost cr) STREET A 13 1 Walnut St. P.O., STATE%X, 11, 21E E W A 98020 mon s, OPTIO AL SERVICES FOR ADDITIONAL FEES —date 1 Shows to Wfi—oiW—anif delivered RE RN With restricted delivery . . .. . . ........... .......... RECEIPT I or Shows to whom , Idle irid, SERVICES W ith restri cte del ive RESTRICTED DELIVERY...... - .. - LIVERY extra fee required) . .......... PS Forni NO INSURANCE C5ERAGE PROVIDED— (Soo ther side) 3800 Jan. 1976 NOT FOR INTERNATIONAL MAIL GPO: 1975-0-591-452 U0 pri WE GII-Y OF EDMONDS ZONE PERMIT NUMBER CONSTRUCTION. PERMIT APPLICATION JOB EA NAMEINAME OF BUSINESS AQDRESS L GAL DESCRIPTION CHECKI SUBDIVISION NO LIR NO. MAILING ADDRESS' I ozv)— ow -re GUY PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Apprwa4 Rw Padt Requi.d 0 a ZIP EXISTING — REQUIRED DEDICATION trml U" Pwm I Req d 0 PROPOSED nspmlian Requ:. , 0 Sid—alk Rquired 0 METER SIZE I LINE SIZE I NO. OF FIXTURE-[ —PRVREONUOIROED ADDRESS YES (3 R7 --T CITY ZP TELEPHONE NUMBER N DURESS t 7'V Id C Ael f 0 114G!YEERINk�l MEM7ATED REVIEWEDBY -DATFia, VIREMFMO REVIVID BY STATE LICENSE NUMBER 'PEX 4N,-A A 9EA-� PAREVRW 08 NO Legal Description of Proper k_�L�?WED,.*: —PROPOSED :.7e EXEMPT include all easBmenis COMP: 'x IF A0 NE. . E . VAOIANC� OR CU.., "NING,REVIEW'SY 49 or,— E0 DATE ��SACKS ��E �I?HT I,OTPOVEAXGE REAR. 7, EIADDITIC� MECHAN!CA�) REMODEL SIGN CH K Ty CODE OCCUPANT py:-,-, E OF CONSTRUCTION. REPAIR 7. OR ;E6OUSH J;IR �HOT OCCUPANT LOAD GARAGE CARPORT R ,Q EC, I- 3T_R,qq- ow F USE. BUSINESS OR;-J�C`nVJ.M NUMBER NUMBER-- F,�� of: STORIES HEAT SOURCE. Plan Check No. MECHANICAL L This Permit covers work to be done on pFWa—te ONLY. pr Any Construction on the public domain (curt -121 P Ike qi�IADINGIFILL driveways. marquees. etc.) will require separate permlssQ. TESURCHARGE Pelimit Application: 180 Days. Permit Limit: I Year - Provided Work Is Started 11111thin 180 Days STORM DRAINAGE FEE "Applicant. on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors In Interest. agrees to indemnify. defend and hold harmless the City of Edmonds. Washington. Its officials, employees. and agents from any and all claims for damages I Oe Whatever nature, arising directly or Indirectly from the 183uan ct. x 0 of this permit. Issuance of this permit shall not be deemed PLAN CHECK DEPOSIT I Ox modify. waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance provision." TOTAL AMOUNT DUE 2?YV3 hereby acknowledge that I have read this application; that the IT Information given Is correct. and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and tate law. 'so, tate laws regulating construction; and In doing the work authortz- THIS PERMIT AUTHORIZE ES This application Is not a permit until t r Y. .0 ad thereby. no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her L9I Is of I I S" Code of the State of Washington relating to Workmen's Compensa. WORK !4OTEO Deputy; and fees are paid, and receipt Is to I sure CIS tion Insurance and RCW 18.27. INSPECTION acknowledged In space provided. SIGNATURE (OWNE ATu JC�ATE SIGNED DEPARTMENT CITY E OF ��RE EDMONDS ATTENTION CALL FOR OELEASED By: L/ DATE IT S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE INSPECTION UN711- A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A' CERTIFICATE OF OCCUPANCY HAS BEEN 771-0220 ORIGINAL — File YELLOW — Inspector GRANTED. UBC CHAPTER 3. PINK — Owner GOLD 7 Assessor a 90-191- City of Edmonds Critical Areas Checklist 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, sip and date it, Itr .CF.1*450 APR 2 6 J996 oww" $gwas and submit it to the City. Ilie 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. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (eg. site plan, topography map, etc.) or studies in conjunction with this Cheddist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant - Nam Street A&�= -City, State, ZIP Phone Signatm Date Applicant Representative: Opt/, tf Name e'o A- '�— 6;2- 1,;2- / -Y _- J. Shvet Addrew City, State, ZIP Phone 06A- � � �L� La'�6 -�A_6 Signatime . � . ". %, . . . Date CA FILE NO 9(;,(:ko Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) -4.: Site Address/Ucation: -�13 6, T- 2, Property Tax Account Number: 4-?f2- Id 'V 0 3.' `Approximate Site Size (acres or square feet): 4. Is this site currently developed? —,91'yes; no. If yes; how is site developed? <-'g F 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 6&,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: Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? /W 8. Site is in the floodway *64y- floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? N1,4- Flows are seasonal?._ (What time of year? 10. Site is primarily: forested meadow _; shrubs mixed urban landscaped Qawn,shrubs etc) 11. Obvious wetland is present on site: Rcv01/04f94 WALKWAY LIGHTING 75.00' b 20, 4� �A�10j. +H Garaqc k FE CB #4 & 4A(DJ cl TYPE 1 < : IM: IE: 75.24 15.001 S 30 1�'7 71. j 4 "p _ 0: oo.� 16.00, MAIL BOX A IN L05DY � i Garage 1C L;'arlAc - - - - - - - 4'H�+ �Ailow I 20' 1 HEIGHT CALCULATION; OLD NEW A= 2C0,92 90,45 15= 205.40 66,93 C-- 205.90 57.43 0-204.44 &5B7 TOTAL = 350.78/4 = 87.70 87.70 = AVERAGE GRADE 112.70 MAX PLATE HT. 117.70 MAX RIDGE HT. LOT SIZE = 75.00? X 110.00? 6250 50 FT LOT COYERAGE MAX- 45% = 3712.50 50 FT LOT COVERAGE PROPOSED = 3712 50 FT 24.50? ZONING: RM 15 LOT 50 FT = &25011500 - 5 UNITS MAX 4 UNITS PROP05ED E)GSTING CONTOURS PROPOSED CONTOURS GRADING: 1320 CUBIC YARDS (E)(PCRT 1100) CB 03 CONTROL TYPE 1 cc RIM: 78.30 0 IE: 75.04 CB -3A '7 1 tiT y RIM. 718.30 IE. 75.04 24.00' G, 56. STUB Top I Fire Hydrant T.P. RIM: 80.00 IE: 74.53 CA WALNUf\ STREET'\\ CB#1 X15TING CD TYPE 1 IM: 57,56 IE: 81.94 DATUM POINT RIM: 78.1 �ERICH 0. TIETZ & ASSOC. !090) EX15TING 12" CMP IE: 7411 MASSEY/ MICHEL, LLC A NEW 4 UNIT CONDOMINIUM 8022 212TH SW EDMONDS LOCATION: 536 WALNUT STREET (206)776-2211 EDMONDS, WA 98020 PLOT PLAN SCALE: 1 20.00' APPROVED By PLANNING WALKWA'T LIGHTING 20' 4� b q LD Li EP Garage b FENCE �j 6C i 1 24.00' d� CEI #41 4A cl TYPE 1 RIM: 78.30 IE: 75.24 d) 18,00, MAIL DOX IN L015DY Garage 10. d) C, 18 Is d� �lc � u C-araile 0 < tE[ I AA 4' 44T �A�lo 20' 24.00' WALM IX16TING C15 A11 M: 87 58 E. , 1, .,TUM POINT -4 ! (ERICH'0. TIETZ & ASSOC. EXISTING 12" CMF & ---- il. IOUTSI p E FOOTING NOT EXTEND FAST PROF LINES FTG C F. HEIGH CALCULA IQN: OLE) NEW A= 208.92 9045 5--2 &6,193 j AN 1097 06.40 C- 205�90 87.43 0-204.44 55.97 TOTAL - 350,76/4 = 87.70 pumv-, couig 57.70 = AVERAGE GRADE 112.70 -MAX PLATE HT. 117.70 - MAX RIDGE HT. LOT SIZE = 75,00' X 110.00? &250 50 FT LOT COVERAGE MAX= 45% . 3712,50 SO FT LOT COVERAGE PIZOP06ED - 3712 5Q FT ZONING- RM 115 LOT 60 FT . L3250/1500 = 5 UNITS MAX C) 4 UNITS PROPOSED EXISTING CONTOURS PROPOSED CONTOURS CB 03 CONTROL TYPE 1 RIM: 78.30 IE: 75.04 CB #3A TYPE 1 RIM: 78.30 IE: 75.04 GRADINGI: 1320 CUBIC YARDS (EXPORT 11001 Top 81.53, — — — — — — — — — — — — A 0 T.F. CB-2/ RIM: 80.00 IE: 74.53 ' \\7 CBffl TYPE 1 RIM: 78 . MASSEY/ MICHEL, LLC A NEW 4 UNIT CONDOMINIUM 8022 212TH SW EDMONDS LOCATION: 536 WALNUT STREET (206)776-2211 EDMONDS, WA 98020 PLOT PLAN. SCALE: 1"= 20.OU RE05ED 1-7-97 APPLICATION for The City of Edmonds SEDE SEWER PERMIT EASEMENT No. ------------ ----------- NEW CONSTRUCTION E] REPAIRS 0 104-07300 OWNER ............ Bernar-d-L.-Yast .......................................................... CONTRACTOR .................................................................................................. PERMIT No . ...................... ADDRESS -------- 5.36.-Walnut .. Street ----------------------------------------------------- LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAMEOF ADDITION ......................................................................................................................................... 0V DYE TESTED ON SEWER JULY9 1972 Approved: DATE................................................ By ...................................................................... M.S.C.E., M.B.A. 0/ /Jo GeotechnicQkiv , 11.0 , gineer r 53 A LtJur C e1-AA1rfeA7-10*v As AAAWA6 WIL-L -4 L) tj L -r ele 1i M INI vA4 '3?-' #4 7H-6- -00 * & E; V I ?on,-r 01' W jr1q WA Y-f ees 01--M.6 y le JE�-S /j 01V d - 11i S 0.8 1 4,6 g \J0 L. m E�-' S TO vJA -rFk P4-3 S-roP-A-eg P46Qi I AJ T m vvlolh - P, Ab I tj Vr 4ytkb46kAH4 k,3 TAP-BAKA (9 .13. 12k b A-0115" pf 6,C,5-cs 17A L A fJ C Ik a T -p a t4. p4r--r#4oj /,s AN L/,o AJ e =-AJ -rk 4 -7110 OV, kAiA1PALc,.j VAV0104 Prl-00'& S TA 16 'Erg T-A4 E- 0 T- ALL.0VJ A PpOPE7ATY 0 /7- A6,FS /V V 67 Ali y euP-AB-mT' WAY ONE COU" ta I T 14 y A'CA -ruA cc3 AcA-e4, A ,4p- 7-t c u t. A 4 S / er" rA I Aj 3 bp-1 VIF WAY /pAkica)a F)(jS-r1A1t4 J-(0 US 47 US. 0 7�wr WILL 2�C 1pJcoRfVkA-Tb7A IN Zt� 4 cstj6o Pkou-ucr. -ra us Lvsi6wEt 9-rojo,4�52-: ChMerrY 17 5 op� 31(gnos &E:�s Ivor VTu-i?6- 04AIY j=-y1sT1Ai6 S A VIAJ6 x (FIF1 SOILS - FOUNDATIONS SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN& rER?Mr 17814 8th Ave. N,W. - Seattle, Washington 98177 - (206) 546-9217 - FAX 546-8442 STREET FILE Dennis M. Bruce, RE. -S M rlEwa I) t qct 4=1 Dennis M. Bruce, P.E. M.S.C.E., M.B.A. Geotechnical/ Civil Engineer WALOUT TROP'OSEA UNM 14 -P P kEC#+LC0LA7'9;A S7-OkM AE-7-FAJ-rt0A) . AIC-4EL '0 -rE Ur L) s EF o*03 AqLe4- cixi&T- lmpavwos (vs. PkEivious 0.06Acm xz:iu:ii am page I EDMONDS CONDO SITE DETENTION SIZING BASIN SUMMARY BASIN ID: B02 NAME: UNDEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL AREA ....... 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE1A PERV IMP/ PRECIPITATION .... 1.50 inches AREA..: 0.16 Acres, 0.03 Acres TIME INTERVAL .... 10.00 min CN .... : 80.00 98.00 TC .... : 9.95 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr; 1.50 s:0.0600 PEAK RATE: 0.01 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B10 NAME: UNDEVELOPED 10 YEAR, SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMPA PRECIPITATION-.- 2.00 inches AREA..: 0.16 Acres 0.03 Acres TIME INTERVAL.... 10.00 min CN .... : 80.00 98.00 TC .... : 9.95 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B100 NAME: UNDEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0,.19 Acres BASEFLOWS: 0.00 cfa RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 3.30 inches AREA..: 0.16 Acres 0.03 Acres TIME INTERVAL .... : 10.00 min CN .... : 80.00 98.00 TC .... : 9.95 min 5.00 min ABSTRACTION,COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE::'� 0.07 cfs VOL: 0.03 Ac-ft TIME: 480 min Cc M P4P- U Tif I S S -,E. U. (4. M�T4 WITff PeFQ(OUSLY S013MI-rTFA (OCT. R, 4 t'�,Uco) CALcut-vric-six AAJ6 91-TE- �LA- tkAWA6t: 'PLArk) (AUGUST SOILS - FOUNDATIONS - SITE DEVELOPMENT - INSPECTION - DRAINAGE - DESIGN& PERMIT - LEGAL 17814 8th Ave. N.W. - Shoreline, Washington 98177 - (206) 546-9217 - FAX 546-8442 ll./20/96 12:10:25,am EDMONDS CONDO SITE DETENTION SIZING BASIN SUMMARY BASIN ID: D02 NAME: DEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPElA PERV IMP PRECIPITATION ..... 1.50 inches AREA..: 0.06 Acres 0.13 Acres TIME.INTERVAL ..... : 10.00 min CN.... : 85.00 98.00 TC....: 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min BASIN ID: DIO NAME: DEVELOPED 10 YEAR SBUH METHODOLOGY TOTAL AREA ........ : 0.19 Acres BASEFLOWS: cfs RAINFALL TYPE .... : TYPElA PERV IMP PRECIPITATION .... : 2.00 inches AREA..: -0.06 Acres 0.13�Acres TIME INTERVAL .... : 10.00 min CN .... : 85.00 98.00 - TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 S:0.0600. PEAK RATE: 0.06 cfs VOL: 0.02 Ac-ft TIME: 480 min BASIN ID: D100 NAME: DEVELOPED 100 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPEIA PERV IMP PRECIPITATION....: 3.30 inches AREA..: 0.06 Acres 0.1 - 3 Acres TIME INTERVAL.... 10.00 min CN .... : 85.00 98.00.1� TC .... : 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 110.00 ns:0.1500 p2yr: 1.50 S:0.0600 PEAK RATE: 0.11 cfs VOL: 0.04 Ac-ft TIME: 480 min EDMONDS CONDO SITE - DETENTION' SIZING HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres UNDEVELOPED STORM HYDROGRAPHS 1 0.012, 480 305 cf 2 0.025 520 cf 3 0.066 480 1193 cf DEVELOPED STORM HYDROGRAPHS 4 0.043 480 703 cf 5 0.062 480 1010 cf 6 0.114, 480 1849 cf DETENTION OUTLET PERFORMANCE HYDROGRAPHS 7 0.012 610 703 cf 8 0.031 510 1010 cf. 9 0.066 500 1849 cf 11/20/96 12:10:11 am 0.19 2 YR. UNDEVELOPED 0.19 10 YR. UNDEVELOPED 0.19 100 YR. UNDEVELOPED 0.19 2 YR. DEVELOPED 0.19 10.YR. DEVELOPED 0.19 106 YR. DEVELOPED 0.19 2 YR. OUTFLOW 0.19 10 YR. OUTFLOW 0.19 100 YR. OUTFLOW EDMONDS CONDO SITE DETENTION SIZING STAGE STORAGE TABLE UNDERGROUND PIPE ID No. 2 Description: Diameter: 2.00 ft. Length: 100.00 ft. Slope... : 0.0025 ft/ft upstr: dnstr: STAGE < ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE ---- > STAGE< ---- STORAGE ---- > (ft) ---cf --- -- Ac-rt- (ft) ---Cf--- --AC-Ft- (ft) --- Cf- --Ac-Ft- 100-00 0-0000 0.0000 100.60- 58.096 0.0013 101-20 171.95 0.0039 101-80 279-53 0.0064 100-10 1.1745 0.0000 100.70 75.451 0.0017 101.30 191.62 0.0044 101-90 292.76 0.0067 100.20 6.5401 0.0002 100-80 93.782 0.0022 101.40 210.93 0.0048 102-00 302.83 0.0070 100.30 15.821 0.0004 100-90 112-82 0.0026 101.50 229.65 0.0053 102.10 310.95 0.0071 100.40 27.717 0.0006 101-00 132.34 0.0030 * 101. 60 247.53 0.0057 102.20 313.95 0.0072 100-50 42-042 0.0010 101-10 152.12 0.0035 101.70 264.28 0.0061 102.30 314.16 0.0072 4/j� 11/20/96 12:10:il au, EDMONDS CONDO SITE DETENTION SIZING .-STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 2 Description: Outlet of 2411 DIA Pipe Outlet Elev: 100.00 Elev: 98.00 ft Orifice Diameter: 0.6687 in. Elev: 101-10 ft Orifice 2 Diameter: 1.3799 in. STAGE (ft) <--DISCHARGE --- > ---cfs -- ------- STAGE (ft) <--DISCHARGE --- > --- STAGE <--DISMARGE --- > STAGE <--DISCHARGE---> cf S -- ------- (ft) --- cts -- ------- (ft) ---cfs -- ------- 100.00 100-10 0.0000 0.0038 100.60 100.70 0.0094 101.20 0.0296 101-80 0.0595 100.20 0.0054 100 * 80 0.0102 0.0109 101.30 101-40 0.0369 0.0427 101-90 0.0629 100.30 100.40 o.0066 0.0077 100-90 0.0115 101-50 0.0475 102.00 102.10 0.0662 D.0693 100.50 0.0086 101-00 101-10 0.0121, 0,0127. 101.60 0.0519 102.20 0.0722 101.70 0.0558 102.25 0.0736 11/20/96 '12:10:12 am EDMONDS CONDO SITE DETENTION SIZING LEVEL POOL TABLE SUMMARY HATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE -------- DESCRIPTION --------- > (Cfs) WS) --id-'--1d- <-STAGE> id VOL (d) 2 YEAR 0.04 2 2 101.00 7 131.56 cf 10 YEAR ......... 0.01 ' " * ' ** ' 0.02 0.06 2 2 101-22 8 176.50 cf 100 YEAR ..................... 0.07 0.11 2 2 102.00 9 302.82 cf Ato T Fk Suggt,T-Teh bA-TA, ICALCULATteW-S 04-3 S-r0kA<,F tQ57P' - 0-040 vj IMP 4tc. eo&ln_046�s 30A. 81 E74 h, ing v (0 L).< Tt+ 7 Ot IU., WIT:4 0.03 IMP. As �kcr\i to o!� L 4,t�o LAwh TI+F- M FT�0 h I _S I rEk A _rt U E AAIA A/c it S4VjAJ6.S Is 08 V14)C) S .04_, A,S9 )ME76 W M4 VA k Y / mg, PRE; E)((,M/Je. IMPEPNIOUS COMCLUCAO�J T-4 'D"EVIOUS E, _r f< 4ES1,5AJ ts. VAL1,6 US 6�' 0 e M A A of J4 440" LOP& CT. Dennis M. Bruce, RE. M.S.C.E., M.B.A. Geotechnical/Civil Engineer ,53(o \IQALNuT — T p- c) pos E-h 40NkT tR-.A1MA6E' CALCUL-A-rlollks A S-r-R. . + FAVEFb P.Ark L AJ c jr=-vsvN6 wp�50ioljs S01L 11S SAK4S 01 ,57YU-rIN6 �PAIMA66 prc)LLows 76-fo6kAPOY (cSw-rL*V P lsow#4 -ro -rov, WE;.s-r,. jo.�rXisTIAj& Lorry or- c_6moAjAs s-rcAm syvra-m (cv"jt8 av-rreRs,, /A/1-Fr C.B. ANa srnkm AkAltj� IAI WA0Vv7' L A VJ'J - 00 A J t� SANTA _7&AMSAlitA (-)NkT -c NUMVP-OUS COMPUT15A PUN-S eGSULT 1FJ �;TOtA6U VOLUAV 6P (SEIF ATTACH15C -DhTk) - ;L I C'm P FZ EF 0 2-47� EAC 14 4,o' 1, o w & Ae. A '7P.WTIOPAL N>fAPA1khT1QF CHECY. USE7 AAA*.=- 0.11 A&%.k -r. . i-a ;,k Q ALLOW ":- (.Is-) ( I - ( C T-= E-7 j . tO I tl �Jy) - . fa.3 3(0-7, � � q- M E TKO h ' F1 3&A ( 3G 4r I Is- JEXPIRES 12/23/t��-] T A /u�) CPAPAkes Agiour k1cgr \#J kT " S.-E.UJA. ks�QMTS . -= (1, S13)(. 1 I)l (. 7S) -r * SOILS - FOUNDATIONS - SITE DEVELOPMENT INSPECTION DRAINAGE - DESIGN & PERMIT - LEGAL 17814 8thAve.N.W. - Seattle, Washington 98177 (206)546-9217 - FAX546-8442 -10/24/96 lb:35:1 am WALNu_r DETENTION SIZING EDMONDS CONDO SITE- page .1 .. RtC141EL, u W iT.-..-. 4 BASIN St-mi-lARy BASIN ID: B02 SBUH METHODOLOGY NAME: UNDEVELOPED 2 YEAR C; TOTAL A-REA ....... ; RAINFALL TYPE 0.19 Acres BASEFLOWS: 0.00 cfs .... : PRECIPITATION.- TIME INTERVAL,***: TYPEIA PERV 1.50 inches AREA..: 0.13 Acres IMP 10-00 min CN .... : 80.00 -0--9,T'Acres 98.00 ABSTRACTION COEFF: TC .... : 9.95 min 0.20 5.00 min TcReach - Sheet L: PEAK RATE: 0.02 110-00 ns:0.1500 p2yr: 1.50 s:0.0600 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B10 SBUH METHODOLOGY NAME: UNDEVELOPED 10 YEAR TOTAL AREA... RAINFALL TYPE 0.19 Acres BASEFLOWS: 0.00 cfs PRECIPITATION:::::* TYPEIA PERV 2.00 inches AREA..: 0.13 imp - TIME INTERVAL.... Acres 10-00 min CN.... : 80.00 0.06 ..Acres 98.00 ABSTRACTION C . OEFP: 0.20 TC. 9.§5 min 5. 00 TcReach - Sheet L: PEAK RATE: 0.03 110-00 ns:0.1500 p2yr: 1.50 S:0.0600 cfs VOL: 0.01 Ac-ft TIME: 480 min BASIN ID: B100 NAME: UNDEVELOPED,10 YEAR SBUH METHODOLOGY TOTAL AREA .... 0.19 Acres BASEFLOWS: 0.00 CfS RAINFALL TYPE .... : TYPEIA PERV IMP PRECIPITATION .... : 3.30 inches AREA..: 0.13 Acres 0.06.�A - cre s TIME INTERVAL .... : 10.00 'min dN .... : 80.00 98.00' ABSTRACTION COEFF: 0.20 TC .... : 9.95 min 5.00�min:.. TcReach - Sheet L: 110-00 ns:0.1506 p2yr: 1.50 s:0.0600 PEAK RATE: 0-08 cfs VOL: 0.03 Ac-ft TIME: 480 min BASIN ID: D02 NAME: DEVELOPED 2 YEAR SBUH METHODOLOGY TOTAL AREA ....... 0.19 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE.. TYPElA PERV IMP PRECIPITATION-:.: 1.50 inches AREA..: 0.06 Acres TIME INTERVAL.... 10-00 min CN .... : 0.13 Acres 85.00 98.00 ABSTRACTION COEFF: 0.20 TC .... . 5.00 min 5.00 min- TcReach - Shejet L: 110-00 ns:0.15 00 p2yr: 1.50 s:0.0600 PEAK RATE: 0.04 cfs VOL: 0.02 Ac-ft TIME: 480 min ju; �, 1'7 Rnmnwne -^ NAME: DEVELOPED 10 YEAR 10/24/1,6 10:35:1 ain page 2 DETENTION SIZING nvv Z>ITZ BASIN SUMMARy 0.00 cfs PERV 0.06 Acres 85.00 5.00 min .4 U TcReach - Sheet L: 110-00 ns:0.15ob p2yr: 1-50 S:0.0600 PEAK RATE: .0-06 Cfs VOL: 0.02 Ac-ft TIME: 480 min BASIN ID: D100 NAME: DEVELOPED'100 YEAR SBUH METHODOLOGY TOTAL AREA ....... : 0.19 Acres BASEFLOWS: 0.00 Cfs RAINFALL TYPE .... : TYPEIA PERV PRECIPITATION .... : 3.30 inches AREA..: 0.06 Acres TIME INTERVAL....: 10-00 min CN....: 85.00 ABSTRACTION COEFF: 0.20 TC.... : 5.00 min TcReach - Sheet L: 110-00 ns:0.1500 p2yr: 1.50 s:0.0600 PEAK RATE: 0.11 cfs VOL: 0.04 Ac-ft TIME: 480 min .BASEFLOWS: AREA. CN. . 4 ABSTRACTION crlrplw* A -.rt-; .... : BASIN ID: D10 SBUH METHODOLOGY TOTAL AREA ....... RAINFALL TYPE .... PRECIPITATION .... TIME INTERVAL .... 10/24/96 10:35:1 am 0.19 Acres TYPElA 2.00 inches 10-00 min EDMONDS CONDO SITE DETENTION SIZING HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 0.020 480 414 cf 0.19 2 0.034 480 652 cf 0.19 3 0.078 480 1366 cf 0.19 4 480 703 cf 0.19 5. 0.062 480 1010 cf 0.19 6 0.114 480 1849 cf 0.19 7 0.023 670 1366 cf 0.19 9 b.083 .500 1849 cf 0.19 IMP 0.13 Acres 98.00 5. 00, min IMP 0.13 Acres 98.00 5. 00 min page 3 10/24/96 10:,35:.l am EDMONDS CONDO SITE page 4 DETENTION SIZING STAGE STORAGE TABLE UNDERGROUND PIPE ID No. Description: Diameter: 2.50-ft. Length: 75.00 ft. Slope... : . 0.0050 ft/ft upstr: dnstr:. STAGE <----STORAGE .... > STAGE < ---- STORAGE ---- � STAGE < ---- STORAGE—-) STAGE < ---- STORAGE ---- > (ft) (ft) --.Cf --- -- Ac-;Ft- (ft) --- cf--- --AC-Ft- (ft) --- cf--- --Ac-Ft- 100-00 0-0000 0-0000 100.80 71.532 0.0016 101-60 214-11 0.10-049 102-40 341.33 0.0078 100-10 0.6586 0.0000 100-90 87.762 0.0020 101.70 232.36 0.0053 102.50 350.85 0.0081 100.20 3.6794 0.0001 101-00 104.75 0.0024 101-80 250.28 0.0057 102-60 360.08 0.0083 100.30 10-010 0.0002 101.10 122.32 0.0028 101.90 267-72 0.0061 102.70 365-52 0.0084 100.40 19-322 0.0004 101.20 140.33 0.0032 102.00 284.53 0.0065 102.80 367.84 0.0084 100-50 29.650 '0-0007 101.30 158.64 0.0036 102.10 300.54 0.0069 102.90 368.16 0.0085 100-60 -42.178 0.0010 101.40 177.13 0.0041 102.20 315.54 0.0072 100.70 56.255 0.0013 101-50 195.66 0.0045 102.30 329.27 0.0076 10/24/96 10:35:1 am EDMONDS CONDO -qTTP DETENTION SIZING STAGE DISCHARGE'TABLE MULTIPLE ORIFICE ID No. Description: Outlet Elev: 100.00 page 5 Elev: 98.00 ft Orifice Diameter: 0.7515 in. Elev: 101-90 ft Orifice 2 Diameter: 2.0000 in. STAGE <--DISCHARGI --- > STAGE <_-DISCHAIGE --- > STAGE <--DISCWGE---> STAGE .<--DISCHARGE --- > (ft) --cfs -- ------- (ft) ... cfs-- (ft) ---cfs -- ------- (ft) --.Cf S -- ------- 100.00 0.0000 100-90 0 0145 101-80 0.0206 102.70 0.1223 100-10 0.0048 101-00 0 0153 101-90 0.0211 102.80 0.1286 100.20 0.0069 101-10 0 0161 102.00 0.0560 102.90 0.1346 100.30 0.0084 101.20 0:0168 102.10 0.0708 103.00 0.1404 100.40 0.0097 101.30 0.0175 102.2*0 0.0822 103.10 0.1459 100-50 0.0108 101.40 102.30 0.0919 103-20 0.1512 100.60 0.0119 101-50 0.0188 102.W 0.1005 103.30 0.1563 100.70 0.0128 101.60 0.0194 102.50 0.1083 1'03.40 0.1612 100.80 0.0137 101.70 0.0200 102.60 0.1155 103.50 0.1660 �l 1 0/24/96 10-35:3 am S'26 W4LNUT- EDMONDS CONDO SITE MIC145L page 6 DETENTION SIZING Uwj-r LEVEL POOL TABLE SUMMARY -------- DESCRIPTION --------- > KkTCH INFLOW -STO- -DIS- (-PEAK-> STORAGE WS) WS) --id- --id- (-STAGE> VOL (Cf) 2 - YEAR ...................... 0.02 0.08 1 1 101.91 7 268.70 cf 100 YEAR ..................... 0.08 0.11 1 1 102;21 9 316.54 cf Dennis M. Bruce, RE. M.S.C.E., M.B.A. Geotechnica=�I/Ci vil Engineer' SOILS * FOUNDATIONS - SITE DEVELOPMENT INSPECTION - DRAINAGE - DESIGN & PERMIT - LEGAL 17814 8th Ave. N.W. I Seatde, WA 98177 - (206) 546-9217 IR ryy �2 Lu :3, uj rATIO w 70.71 16DU GCE Q FE .. I&Da cb fM RA Z AA DOSTINGODINTOURS Arm* TYPE 1 FMk7aW— PROPOSM CONTOLM M 7524 46 15DU E . 1 7200.00 ft, 2 Lu MAI DM /'i PPIOP05EP ro-UNIT IN LODDY 10. z OZ ou LLI > 75JD4 LLJ 30 TOKM PKAIN EA5EMEW _ZJ LD 1,17 F-1 TZ F- W 520 1 China Koot. ==9 (5.1 LN 5o. e. G,ONG. 11'.220 LN PT 12" PVC; 8. tort TO K KEMOYE( .1 L F� 121, FVG@ 13.05 C134/ CB#1 - RIM: 7-7 - 3 RIM: 67. .� 9 EX CB#A IE: 74.45�11 IE- 64 05 RIM: 63.48 2'_CON SAN E CB#B 0 IE: 60.�o NSA/ OUT M: SE!AB 59" NEW IN EX CB :58T.8 OUT /Ellz�—G m f, 0 'C" IR Rim. r.7.371 51M. 111412-01 SCALE: 1" 20.00' Lu Lu 529 515- 0 cc 0 A EX CB #4 L RIM GB#2 CB#1 TYPLE1 I y 7#.,§-6 TYPE 1 -V-% "ftf- SC 4 9 A HE: 0 NEW OUT . . . . . . . . . . . . . ..................... .............. . ................ .................. . . ......... 3/17/97 REVISIONS: a/25/97 J P-2 17W. Wrv. 4 Is-, i vi., 211 ........... SCALE:,,Iu 20.001.� . ..... . GENERAL NOTES 1. All work and materials shall be in accordance with City of Edmonds 5unJarJo Ani 6 Ificatione, And Washington SUte Department Of TrAnOPOrtation 1991 Standard Poo Specifications for road, bridge And mu"al construction, Z Temporary oroolon/wellmentation control rMasurde shall be Implemented prior-W Ay grading or extensive land clearing. Thew facilities shall be eatlefactorlly maintained -until construction 24.00 Is completed and the potential for erosion Is minimal. . . . . . . . . . . .. . . . .. . . . . . . . . 5. All pips shall be placed on stable earth, or If in the opinion of the City Engineer, the. exlet-Ing foundation is uneAtlefiactory, than the unsuitable material shall be excavated and the void 1;aakfillaJ with a free Arainine oranularmateriaL free of debris and clay. STORM SYSTEM 4. All grates (Inlet and catch basin) shall be depressed 0.1 foot below pavement, grade. All catch baolne to be type I unless otherwise noted. The contractor ehAll be. responsible for adjusting all manhole, Inlet, and catch baoln frames and grates to grade just prior to pouring of curim and paving. All catch basins with a depth over 5 feet to the flowlina shall be a Type 11 C13, All structures located outside, of the rioht-of-way shall have looking lids. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Catch basin frame and grau shall be Olympic Founlry part No. 5M 50G, Herringbone pattern, part No. 5M 5Z thru-curb Inlet. part No. Sm 44, rolled curb type; or other STREET approved equal; or as otherw1w called for on the plane. 5. Stormwater truntion/Astantlon facilities must, be conotructe i and maintained U DRIVEWAY DETAIL N.5. accortlance with City of EAmonia, roquiramant4. 6. All road fills shall be compactaJ to a minimum of 95% of maximum ianotty when tooted TEMFOKARY EKO51ON/ 5EPIMENTATION CONTROL NOTE5 (Continued) using the mWiflool Proctorteot. Compaction shall be accomplished in accordance with Section 2-03.3(14)C, Method B or C. 4. All E5oilrq expocod by land di5turbing activitico ohall be otabilized * 5od, hydrooccJino, or other veoctation, plactic, covering or mulchino. The cxpoocd f5oiir, ohall �e otaWlized 7. If cut and fill slopem exceed a maximum of one foot horizontal to two feet. vertical, accordino to an approved time table: Typioally no 5oilo ohall remain expooed for more a rock or concrete retaining wall will be raquirrA. two (2) dayr, from Ortobcr - April 30th 8. Approximate locations of exIating utilltloo have been obtained from available records and no more than ceven (7) dayo from P. HOK-Z. WALL and are shown for convenience. The contractor shall be responsible for verifying the location May I throueh 5cptcml�cr 301;h 011 O.C. , FOE _OF of all existing utlittlea, whether shown or not. The contractor shall call the Utility Locator 44 "O.C.'OP 5arvlca, 11-800-424-5555, -two working days prior to any construction. 9. The contractor shall take all necessary ptrzautions for the safety of employees on the CQN5T CTION 5EQUEN h (IJJ-0- MAX) project and shall comply with all applicable provisions of Federal, 5tate, and Municipal safety 1'0. VEK I. WALL laws and building codes. He. shall area and properly maintain, at all times, as required by the 1, TEM-PORARY EROSION CONTROL INSTALLED V4 CV ?" O.C. UP wwftne mnin'pirvgivrio crethe wvrt, ad nacaoo.mry sstfi�guardks for prtnecoft- arl-worimib-"A' TWAL the public, shall poet danger signs warning against known or unusual hazards, and he shall 2. TEMPORARY ROAD doolonAto a responsible member of his organization on the construction site whose duty shall be 10'W&L 3. GRADING e" FOK 44 9 4. INTERMEDIATE MULCHING, RESEEDING, OR PLASTIC CDV,�Vlll 1(0" FOK 95 F the proventlon of accIdenta, 10. The contractor shall be rosponalbia for maintalnine and repairing asphalt and gravel surfaces OF DOTUP,13ED.5011-5 SHALL 13E PERFORMED disturbed as a result, of this construction until they are accepted by the. Public Works Department. of the, city. (SEE #4. TEMP. EROSION NOTES) AGE SYSTEM AND SANITARY SEWER INSTALLED TEMPORARY EFIOSION/SEDIMENTATION CONTROL NOTES DRAIN 6, FOUNDATION I/T 1. Maintain natural vegetation for silt control where poeolble. 7. DRIVE . WAY 2. Temporary erosion o"Imantation control facilities shall be constructed by placing siltation oil. -Xntrol filters around awa lea (niturai or mann-w4o) an-1 oh ill: be maintained Ina astlafactOrY ooniltion until ouch time that, land clearing Anellor conatrac Von of permanent drainage fmallitioe are c4-,r,,Flsta.a-nJ operat4onal. Facilttlos shall then be, removed andtha oU restored to the original or final design condition. 3. As conatrucsion progresses and expected seasonal conditions Alctate-, more slit4t-lon control facilities may be naquir" to Inoure complete siltation control of this property. Thereforc, luring the new condlVona that course. of construction, it, shall be the obligation of the contractor to address any may Or. created by hie activities And to provide additional facilities, ae may be needed. 506.27 ft' 40,501 (7421) Proposed 4 Unit . ...... 1065 506.27 x 80.00' 40,501 cuft * 1455 F ---- ------------------------------- 35,635 ou ft ------------ ft' i 1 1320 Cu Yrd5 ex Vne �a5emcnt I 155.53 x 40.00 = 7421 cu ft ----------- J r ------------- Oumpster Area Driveway Cut e!AEtino �accnnci it - 99, lo.00 = 1455 cu ft 7125 x 15.00 = 1065 cu ft fS M C Ir 10 N A - A I ORIFICE #2 1.1" DIAMETER IRELEV. 7&JJ \ Mortar inside and outside TO STORMt- SIT DRAIN PVC IE - 75.04 Ir- - S, min. RestHctor w/ drilled orifice (-7 in dia. /,F..: 7S, AW MIN. (2) #4 CONT. 0 TOP OF WALL I r.- Y p, i /V 10.00, LUI Z _J k. W LU W W Yoot * 1, FG1. Frame and Grate Olympic Foundry MH406 or equal a 12" MIN Flow 24�'Givil' 0 .5% a all A AAPAU� AID CONNEFICT ALL DOWNSPOUTS I'D DENTENTION SYSTEM I (? b.001 Mm 10.00 1 GRADING CALCULATIONS 0 7 8.00, N05GALE fl/ 1 -0 r, B#1 TYPE I 7 15.00 QA�ACE 21 3IM: 78.30 \0 PRIVE CENTEK UNE 10.00"(- L;B#4 ... .. ...... B4- 1110. ............. .......... . ....... ...... ............... IE:* 75.24 R1 8.18 C,]UR13, 32. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 :7421 . . . . . . . . . . . 9 A I I . I i E& A` . . . . ... . . . . . . . . . . . L a 1 1 . . . . . . . . . GAK-A�g hkk :2- . . . . . I N. 78: . . . .. .. ........... .... ........ . . . . . . . . . ;!e 12.00- . . . . . . . . . . . . . . . . . . . . 40 LN El OF g4v OMP;2 �5% . . . . . . . . . . . . . . . . . 76: . . . . . . . . 74: - . . . . . . . . . . . . . . . . . . . . . . .3.4 LIM FT 1 gii, C P0. 9 1 -b/o' 43- LN FT- SIT PVC @ 11 . . . . . . . . . . 72- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CB#3 CONTROL . . . :r.R#2. . . . -A- -4t: J= 5 NITAXY 5�ng . . . . . . . . . . . . . . . . . . . . . . . . . . . . TYPE I RM Sam: :T�W 1 Midi ....... lE:: 14.86 AW7.8,30: . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .04: * . . . . . . . . . . . . . . IE: : 75* F)YSTEM PROFIL!",2=1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ad . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Of:-1-7,48 . . . . 10' - 0" K' 1Z 17406 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . 10'-. 0" VERT EVRE111i ',!fd3/ Y-f =I- 1, M M-" WICDCO Jill. Jill. 8/19/96 REVISIONS: yft�%- WIT E I /ALKWAY IGHTING 10. I a I MAIL 13OX IN 1_055Y 20' raoc N. C6 LD C6 N] p 0rE ' I 7-R�� 7- 2 c all CO 75.00' 14 tJ lo /fil HEIGHT CALCULATION: ou 2X2 DF Ljj OK 13EMK LLUJ OLD N E N FILTER FA13RIC C) �\ I 1-) 2" - 4- A= 20&.92 90.45 13= 205.40 "50.95 TOP OF SWALE QUAKK Lu C= 205.90 67.45 \ . \ SPALLS --)I Lij TZ I,,' D-204.44 85.97.,, c) m/ u - --.-k z Lu 70 -ROCK CHECK PAM SECTIONa U- TOTAL 350.78/4 b7' 87.70 AVERAGE OR NO 6CALE 112.70 MAX PLATE Hl. FILTEK FAf3K 2X2 OF OF, 13EMIZ 117.70 MAX KIDGE HT. FE y y7fl 7 Lu 7/8" WA511�ED GKAV .�E L f A LOT 51ZE = 75.00'X 110,00' 8250 SQ FT ':,61. 24.0 US C) I - -.= 5712.50 50 FT LQ LOT COVERA GE MAX= 45 /. 13URY FILTEK ADKIC 4&i 0" O-C. LOT COVERAGE FRO!"05ED = 5712 50 FT / Fz 13UKY 50TTOM Ot FILTER 3 IN GRAVEL-LI ED TKE 7 N NCH FAI3KIC IN TKENCti ��CB #4 1' _;�� — �' 7�jl ��, ZONING: KM 1.5 FILTER FENCE PETAILNO SCALE TYPE I / =1 < § I I /)*r r_n c:lr Rorin1l;;r)() �� "kil-r Z.� IVI /-%A R I M: 7 E,-",. 3 0 4 UNIT5 FROFOOED IE: 75.24 EYJS_fING CONTOURS jil /00000� PROPOSED CONTOURS c x, c- f T(),T*L- C6 t? V) C6 15.00, t C) 1 1 1`3 1 io.q GRADING: 1320 CUBIC YARDS (E'KPORT 11001 1z' CB #3 CONTROL RIM: 78.30 K=25'MIN, IE: 75.04 12" MIN, /_0 4" - 8" QUARRY 5PAL5 2 PROVIDE FULL WIDTH OF INGKE55/ EGRE55 AREA -�t;* TEMP0'RA?,,,Y -3, ROAD E."NIRANIC' Of" l?"ll f1t; rM 0" 5.5. �3TU13 JITAKY A #2 IM: .00 I /1 4.5 All .1 op Hydrant I qT' c, up'R Y� 7 co C13 c)J/ CB#l. X15TING C5 TYPE 1 KIM: 87.58 /IE: 51.94 (ERICH 0. TI ETZ -& A550C R., 7 4.2A-"' 911�190) EX15TING 121, CMP FT -- - ------- :7-- cc � j N1 SCALE: T'= 10.00' Lu 8/19/96 REVISIONS: #ov J4 -joct... Av e4l Z_ 107 7 Iii C10J X #4- 7 S1?iiai:fficxtIm& for ros4bi�& FAI measures shall bw implemented priorvii grading or 4r'enslv* land daIi The" fAdlItIft shall bs "Vafwtori�l maintained unt4l construction 'a completed And the potential fbr Orvii la, minimal. . . . . . . . . . ........... 24.00 All pipe shall be placed on stable sari Or If In the opinion Oft -he CKY Engineer. the tWating a UnDultAblemstarial shall be excavated and the void #kL backfillad with a ftw draining granular material, iii of dcbrIa a K 0- nd clay� 1.1" DIAMETER W 2-1 STORM SYSTEM INELEV. - - --- ---------- FGL 0) a-04 4-- CDC6 below pavement, grade. Ali catch basins to be " I unless otherwise natii LU 12" MIN FF4t The contractor shall be responsible fbr adjusting Ali manhols� Iniet, and catch basin frames sw,mlni and (irat" to grsddJu*t Prii pouring of Cii mid pavN. AlIcauhbAsInswiths depth oii liect to the flMna "I be & Type 11 C5. All structures loi outside of the Momar inside right-oi shall have locid" lid#.. Q, CAI -- ---------------------------------------------- and outside Cc$ -i Flow Catch basin frama and graw shall be Olympic Foun4y part No. SM 50G, Heningbone paturn; part No. SM 5Z thru-curb Inlau part No. Sm 44� rolled curb type. or other .4 appmv$AequL-oraeot;harwieocalWfbront-hoplAne. STREET M STIORKi U r- N a =�R M DRAIN PVC IE 75.04 2W"CMF 0.06 0 00 Stormwater trrention/deuntion facumes must, ba constructed and maintained In accordance with City of Edmonds raquiramenU. DRIVEWAY DETAIL Resbictor 0 6. Ali road fi shall be compacted to a minimum of 95% of maxImuni density when tested w/ drilled orifice if Idt u compliehed in accordance With KOL NOTE5 (Continued) 12,7 in dilL 1,F..: 7 sing the modftd Proctoi Compaction shall be Ac TEMPOKAKY EK0510N/ 5EDIMENTA71ON CONT -T, Section 2-03.3(14)C; Method 13 or C. I;w MIN. CD44 4. Allooila expoSeed by land JiSturbine activitier, Shall �c Stabilized by Sod, hydro5ecdin,3. 4x4 POST CD 7. If cut and fill al0i dxCi B mmdmum of one foot horizontal to two fact vertical, or other vegetation, plaetir, covering or mulching. The exposed Solir, Shall be Stabilized a rock or concrete retainIng wall will be requirie-J. according to an approved time -table: Typically no eoilr, Shall remain exposed for more (2),14 CONT. 0 TOP OF WALL two (2) dayr, from Octo�cr - April 30th 2" CONC. COVER MIN. Q 8. Appradmate locations of mdating utilitlee have been obtained from available records and no more than Seven (7) day6 from Ak, Cl) P. FjORZ WALL PEINF. and are shown for convenience. The contractor shall be responsible for Verifying the location May 1 through September,30th of all mdat4nq utilities whether shown or nor. The contractor shall call the Utility Locator 'O.C. FOP 10' &"WALL Service, 1-800-424-5555, two working days prior to any constructlon. 74 O.C. FOP, 6" WALL CONTROL CATCH BASIN DETAIL. 9. The contractor shall take all necessary precautions for the safety of empbyeas on the CONSTRUCTION SEQUENCE H (119'-0" MAX) prii and shall comp� with all applicable Provisions of Federal, State, arid Municipal safety CS 16 TYPE 1 law" and building ci Fie shall ei and properti, maintain, at all times, as required by 06 Guni Awd progrvio ofthe vvi a I TYP. VERT. WALL REIN in a) 7 WALL DRAINING :� U whose juty Mail be 95 0 7.5" O.C. UP TO < Reca"ArY 6&f4uArds fur pi- arWori Arm' 1. -TEMPORARY EROSION CONTROL INSTALLED 'i4'91) 12" O.C. UP TO the public shall post Jamer signs warning against known or unusual hazards, And he Aso FREE designate a responsible member of his org AnIzAtIon on the construction al 2. TEMPORARY ROAD GRAVEL OR the praIientlon of Accidents. 10, 1 X 3. GRADING $4%, WALL JC ' .0 0 O'C W MAX C A F L 0 0 L I E 0 'N W F W ALL ALL �P- E T WALL REIN a 2..o C. UP To 7 WALL 5 OC � a 7 . '. . U To '0 , WALL tic, P 16" FOR #4 RE5 FOR 4. INTERMEDIATE MULCHING, RESEEDING, OR PLASTIC COVi "5 R " FOP, #5 AF 10. The contractor shall be responsible for maintaInIng and repairing asphalt and gravel surfaces r. ui CC) disturb" so a result of This construction unt.11 they are acce 0 0. CAI pted by the Public Works Department OF 015TURDED 50IL5 SHALL 13E PERFORMED one CALL 48 HOURS of the city. F (SEE.#4.. TEMP. EROSION NOTES) . X 4�'PEP 3" CONC- V BEFORE Y10U DIG U) 00 TEMPORARY EROSIOWSEDIMENTATION CONTROL NOTES 5. DRAINAGE SYSTEM AND SANITARY SEWER INSTALLED t Maintain natural vqetat4on for alit control where possible. Go. .FOUNDATION IiN 11 UJ ni flitans around awale-a (natural or manmi and shall be maintained In A satisfactory JA CONC. 6CIi 2- Temporaq erosion w4lirnantatIon contricirfacilities shall be constructed by placing elitation 7. DRIVEWAY 4' gr co are ni until such time that land clearing andlor construction of permanent, drains 13 ,moved and the alte restored to the original N& completed and operational. Faclittlea shall then be re or flnal design conjitiom p" roam* and wyacred seasonal r 7 00ila-w1acaoil 5 r condi 771's I tions ator;ate, more eiiii r ,ontrol facIlitlea may be raquli In ure complete siltation control this prowitv. Therefore jurl AF% course of con I I I . . I OT-ruGi It 6hAI be the obligation of the contractor -to Address any now conditions -that may be created by his activities and to provide Additional facilities, as may be need". LJUVV1V;jI4UU I b I U DENTENTION SYSTEM LU 40,501 (7421) SEE6.100110N B - B U) Proposed 4 Unit 1068 50627 x bo.00, 4o,5ol cu ft 1455 I ------------- --------------------- 35,633 ou ft 0 J-55- .5a I ft2 1320 Cu Yrds 0 CU 16563 x 40DO 7421 cu It I existing �a5cirncnt 9 0 6.00, C3 CY) Yoc Ortveway G Lit Diump-ster Krea existIng �aseirncnt 99 x 15.00 14&5 C ft CD U 7T.25 x 15.00 1068 cu It -1 Z "'� 2 -��`z ".11 - � �, 1 30.00' 25.00 Z - - ----------- Lug co Dili SEG r.10N A - A Dili GRADING CALCULATIONS A-i 10.00, a,", Cn I NOSCALE �0 7 -11 1 Z C3 ON T 4P 00 PI -?, 'a CB#1 CB#4 4A 6.00 TV rfPE 1 -7 DKIVE CENTEKLINE 10-001 15.00 1 84. . . -- AM:781 8 ....... RIM: 78.30 /7 ................ IE:: 75.24 ............ ...... Cli IE::74:21: ........... 0 0 .............. ..................... Zj LU So : : : . 78: : : : : . . . . . . . . :2 78: : : : : ...... L GARAGEELOOK A ............................ ...................... . . . . . ...................... 74: : : 4 b/- ....... NUNEI F 24u QME;2 ........................ i2.;Ob' =77� . . . . . . . . . . . :39 LN F-r 12�'Wg 43-IN PF-sl- PVC @1% 77 ...... I__: I - : : ... 72: : : - 24.0 8/19/96 ............ .................. . .................. . -CB#3 CONTROL n- A 1, 1 = A:1� REVISIONS: !�ANITAKY 5�ng ............ TYPE 1 :4 �A : : ' - " - I' . . . . . . . . . . . . r1i M ....... H -30: :, 71 'IE.-: 75,CY4: . . . . . . . . . . . . . . SYSTE FILE .................. ....... . . . . . . . . . . . . . . . . . . . . . =;;*TO'- 0" HRIZ 7 :_.t IP -Cr VERT_-=...:-_ =2 RES 12W (?17- S\1.141 Novi 96. 0 VALKWAY -IGHTING `\ 0 *61 j 75.00 7'APr bl/fil"- V IV -C'61 loe4 LLI 1410 HEIGHT CALCULATION: 2n OF LLI OLP NEW OR 13ETTEIZ or INSpECTIONS I- ---I WATER SERVXC U a A= 208.92 90.45 FILTER FABRJJC U. 201 Q 5= 205.40 80-95 Z-4� REQUIREm CALL 771-0235 I . \ I C= 205.90 L37.43 TOP OF swALE QUARRY LLI I 1 6 ALL PATIO y W . \ 0=204.44 85.97 LU LL TOTAL 350.78/4. = 37.70 ROCK CHECK 0 8770 AVERAGE GKAPE NOSCALE Col Eq,1 112' 2X20F .70 MAk PLATE HT 10.0-- FILTER FAB FE 117.70 MAX ROG E HT. OR BETTER 1 7?4( y7fl 7 tu 7/8"WASHED GRAVEL < OT 51ZE 75.0o, x o.o 1&.001 & = 8250 SQ FT I I I I I L 1 0 M 0 19 1 1 L-V I kUY r-NAL= M/Iii +O'ta =3712.50 5 FT 12 i L�u i LOT COVERAGE PROPOS"EI) = 3712 SQ FT BURY Fl K ABRIC 13UKY BO CS #4 & 4A IN GRAVEL -LINED TRENCH TTOM OF FILTER Q FABRIC IN TRENCH TYPE 1 < ZONING: KM 1.5 FILTER FENCE DETAILNO SCALe RIM: 78.30 LOT 5Q FT = &250/1500,= 5.0 NITS MAX 4- UNIT5 PROPOSEP t IE: 75.24 Accep too - LU FL 1&.00, Z E)GSTING CONTOURS 00, Z PR 0 P V" P1,4k PROPOSED CONTOURS LU /00000� /f MAIL [30X LO cz, I - = /I IN L01313Y C6 j 707,f� 16 A ex)5�f t2 i LU LU U) :5 10. GRADING: Z tL Z 1320 CUBIC YARDS (EXPORT 11001 .110 Al OP Vil 44 so; 02 #3 CONTROL a 0 ri 111.41: 7 19. 3 0 IE: 75.04 K=25'MIN. 12" MIN. CS #3A _4 jr TYPE ZY SPAL'al RIM: 78.30 4�' 8" QUAKK IE: 75.04 2 PROVIOE FULL WIDTH OF INGRESSI EGPEc;c; APPA vr ED *4S No IL TED TEMPORARY APE 00. 32.00' ROAD ENTRANCE DETAIL 24-.001 'L g 'i Oy u Top Fire, Hydrant oAm- j2jecem-ber SO Tq9 VIA%, o T.P. C;W ENGINEER I ;AJ-r 1--i R Vr/.' Al.k M M 8" CONC.SANITAKY Up-a-y4lu-0 F;f 7- A C13#2 \-CvZ>,yS ff RIM: 80.00 IE: 74.53 rR EE WA L N U r CB#1 RIM: 87.58 TYPE 1 If I IE- 81.94 RIM: 78.1 (ERICH 0. TIETZ & A550C. 9114190) Exi5nNG 1 CMr 1E.- 74.21 R Boom b 0 L6 0 114 Q C\l LIJ -.- C, a) CD LIJ 'I- LO > (0 01 C\j ca, .3 0 00 uq law (1)(3) 4-# 0 0:�: cri a) C0 :2� C in w C C , 0 0 ciii 00 Lu LU 2 M 1-- 2 ul 0 0 CU 0 < ca 0 :g CD 0 I. CO < CY3 clif 0 C3 ;= 2 C) LU < Cj 0 C3 J LU 53 (---; WAL 4 0 -1 C-3-94V , � � f -J��)pk M4r7- STREET FILE