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19019 80TH AVE W.PDF111111111111 7072 19019 80TH AVE W PROJECT DESCRIPTION There are no structures on the existing site. The property has frontage along 80th Ave. W. and will construct a new driveway directly to that street. An existing asphalt driveway is situated along the north property line. This driveway provides access to the adjacent lot to the east. 80th Ave. W. is paved, with sidewalks on the west side but not on the east side along the property frontage. The site is generally level. There is a slight slope down from 80th Ave. W. towards the east property line. The drop is approx. 3 ft. over the 100 ft. lot depth, or about a 3% slope. There are no trees on the site, which is covered with low to medium height grass. There were no signs of ponding or wetlands on the site. The adjacent lot to the south has constructed a concrete retaining wall that is approx. 2.5' to 3' high. There is a wood fence on the top of the wall. The site has an existing water meter and there is a catch basin along 80th Ave. W., in front of the property. The proposed residential construction will add 3233 sq. ft. of new impervious surface. This includes the house footprint, the concrete driveway, the deck and the sidewalk. This exceeds the 2000 sq. ft. that is the threshold for providing a drainage detention system. However, per the City of Edmonds Community Development Code, this is less than 5000 sq. ft., which allows the project to use the City standard detention design tables. The standard drainage detention worksheet is attached as the last page of this report. The standard detention tables resulted in a detention system that has 49 ft. of 18" diameter pipe. It also includes an orifice type flow restrictor with a3/4" diameter hole. A detail of the flow restrictor assembly is shown on the plan. The roof downspout drains will be piped into the detention system. A catch basin will be located within the driveway that will collect the driveway runoff and is also connected to the detention system. The footing drains are not connected to the detention system, but are connected to'the drainage system downstream from the flow restrictor. Because the site is lower than the frontage road, a pump station is required to discharge into the existing catch basin that is in the shoulder along 80th Ave! W. This catch basin connects to a similar type 1 catch basin across the street. The drainage piping runs south from this catch basin. The pump station detail is shown on the plans. 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"Ct z > 0:) 40 ul 0;0 0- 0 r zi fq p 0 zg U 00 to i It �s fni NGO*43'20*E 415,62 80TH AVENUE-,.W--"' N00043'20"E V -- - " 107.82 V 1% ------------- *W C) 0-1 4t 0 Vd- %% % 107.82! 1 5 , IJIGH - WOOD FERI,� (OLD ROTTING) F INN rn 0 VI X% ?�� SAN. "Ct z > 0:) 40 ul 0;0 0- 0 - A. A. r V,:J xx 2 5 10 x a PC 5.' "DE ASPHALT �VER MAIN 147.94' 7- 30. (" I D :z N89017'50"M. pp 102.00 Ap ........ ......... I 4 lk je Ate-, b. lk 'if EXIST. cc LLJ ;I-, a c C,4 pp 00* U. r-: C14 00 00 386 102.00' *�? S -l-, 50 89 ,T- TD ro C'A C�.ql otj ma�� = "iavi 0 c - 6) cer-�e-� -v-A Lje�� - Impermeable Area Sq. Ft 2000 2500 3000 ---%-3500 4000 4500 5000 Table 1 — Detention PipeSizes Required Vol Cu Ft 50 62 75 87 100 112 125 Note: Allowable Pipe Materials: PIMDiameter 15" �8) 24- 30' 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 9 46k 28 18 length in feet 80 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Impprmeable Area S`q. Ft. Outlet Orifice Diameter (Inches) 2000. 5/8 2500 5/8 3000 3500 3/4 3/4 -&'000' 4000 7/8 4500 7/8 5000 7/8 ITable 3 — Rectangular Catch Basin Requirements I Detention Max. size Catch Basin .pipe diameter knockout Type < 18M 20, Type 1, CB 15 180 to 241 261 Type 11, CB 16 24" to 36" 36, Typell,CB19 19(48"Basin) 360 to 420 421 Typell,CB19 19(54'Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER - TQfy-% CA+ CO-1 I cil UY', CALC BY: Jcx�ne5 ADDRESS 120(q AVe,�tj' P11ONE: (-Zss) SS70 Ogg* DATE: "DESIGN DATA. IMPERVIOUS AREA PIPE DIA. PIPE LG ORIFIC.E 3a33 Is -7o 314 DLTCNTION PIPE LENGTH LOCKING Lit (TY ICAL) rjNISHED G MINIMUM M I N LCJ �ARCA TIGNTL *ASVR )�!Cfap or CONC BOX OR RISER -5Z TO IZ SLOPE a OUTL T IC T TLC T CONTROL UPPER CATCH BASIN DRiricc CONTROL CATCH BASIN SYSTEM CROSS SECTION IRV. 2'XZ'X6'.I)EEP, 4-6- SPALLS OR EOUAL FROM CONTROL CB 2'X 21 3' DCCP,'� 3/4' CRUSHED ROCK STING GRADE r 5 FROM CONTR13L 0 UTLET WASHED RD CK 657FLOV TRENCH, MIN 10' L6NG. PERF PIPE TO BE LEVEL T PERF PIPE V/ END CAPS TRENCH SMALL BE LINE WITH M1RArI JUPRAP OUTLEF PRIOR TO PLACEMEN OF WASHED DRAIN ROCK RUNOFF, SPREADER. TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED YO DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tigbtline and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility Of L116 property oAmer. Material accumulated in the.storage pipe must be flush DATE out and removed from the catch basins to allow proper operation. Ile outlet control orifice must be kept open at 211 times. a 1p man'w'w Mgil lw_-q Fi-oL&j Ppri-s- -- Use- Roc�ancLj Ma" 0 - oq� C-:- DO ro-r toLx�-Au� \Y)tev\ n kw CZOO'b o,o,;b(O,ct)B.b 0. 2,-7 24 - Fo f o-,-.) 6cD +zrn e� e\f -. 377, loss 120 C-irp fr\ �lfe- I -Z., -7 po MP "PEI. e- n�err- t�JH9 1:?-0 6PN\ ZO' TZ>H 2,1>0 \4- ) 3 lry\o- ��aye- - 510,2 Ppnh irp-q pump imiWW is recessed type — operates completely out of volute passage giving full opening for flow of kp& and up to 7 (50.8mm) dia. scilitts. Motors (single and three phase) are oil filled for good insulation and lubrication of bearings and seal. No sllarting switch or relay mechanism. Ovedoad prolec- lion is bud in — three phase overtoad in control box. Upper Slave Beanng with Thrust Washeir mW Low Ball Belairing are oil lutincatad for smooth openion, pump life. Rotary Shaft Seal has carbon and ceramic faces for positive seal. Body is stationary. prevents string or rash tmm WHR (Manual) �4 W _7 Wi� -W- DRAWDOWN DIAGF"' ion M --TURN ON-. - S4�2 t 4 4--(Iorr imp YFI nW L_J� winding on seal. Metal parts am 303 staini= steel. Vo4uk Case is heavy cast iron with support legs. Choice of 2" (50.8mm) or 3" (76.2mm) discharge flange. Separate Capacitor Houwng (Single phase) allows capacitor to be mplaced withollm dismantling motor. Dimensions Performance Cu'rve Performance Capabilities OWCuI==Xjle- (WHRA) 9cr 20 Amps at 120 V.A.C., 15 Amps as 240 VAC.. 4' Yellow SA Float Float LgM. 4.0% Float Dia. 3.5% Strain Rebel LgM. Mr Capacities to 175 GPM 662 LPIA Heads to 33 feet 10.1 M Pump Down Range 7 to 9 inches 178mm to 229mm Solid Handling Capability 2 inch dia. solids 50.8mm dia. solids Liquids Handled Waste water Intermittent Liquid Temp. 140OF I 46.40C Motor 1/2, 3/4, 1 HP Electrical" 115, 230 V 1 d; 200, 230, 460, 575 V 5i Discharge 2 or 3 inc�h 50.8 or 76.2mn_j *For WHRA — Automatic (Manual Pump variame wan switcri). **For WHR (WHRA.is for 115, 230 V — 1 phase only). M" A BID F.E.MYERS. a Pentair company 1101 Eleciric Aye_ Ashland, OH 44805-2285 419/289-1144, FAX: 419/289-6658, TLX: 98-7443. 152001 30] L @ Orr I I OFF CIRCUIT SMAKER MUST K IN Wr POSITION KFORE DOOR CAR K OPENED. 70 RESET TWKD MAKER PUSH HANDLE To wr* THE" som TO 1w. To flescl IF ALARIM ACTIVRTE 1. TURN ALARM SWITCH TO *OW-POSIT110". L TV" Pvmp SWITCH To *OFF .-POSITION. IPUSH IN 00 NED B&TON TO RESET OVERLOAD. 4. TURIN ALARM SWITCH. TO '0111'- P6SITIM B. TURN PUMP SWITCH TO 'Auro'-POSITIO". IL If YELLOW RUN LIGHT COMES 00. AND Af YEN 5 NMVTLS ALARM DOES HOT ACTIVATE. TMU*Lg 0 CONNECTED. IF NOT CALL SERVICE MAN. T. CAUTHM—W ftmP WAY K SCOW D 00 My CONTINUE TO " SEWAGE INTO "SON AS 9ACXFLDODw4 W" RESULT. I. IF V40 SEAL LEASE LIONT COMES 04 CALL SE*vCt MAN. Its? 12 1/40 L ["I Fump Fk�,JFt_ 0 cz M t-.t. wl. 2 SQC)V4C:)M ISI-4 CouQT*y - — ----- — ----- 40 Icz 11-0 Mo C)o ICX.3 0 FRICTION LOSS CHARACTERISTICS PVC SCHEDULE 40 IPS PLASTIC PIPE 0 120,1220) C - 150 PSI LOSS PER 100 FEET OF TUBE (PSI/100 FT) Sizes'/," thru X/2- Flow GPM 1 thru 600 ZE 0.50 0.75 1.00 1.25 1.50 2.00 2.50 3.00 3.50 SIZE 6.00 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 OD 6.625 0.622 0.824 1.049 1.380 1.610 2.067 2.469 3.068 3.548 ID 5.643 �AJLL 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 WALL 0.491 K THK > 6L: 10.1 10j -all Z, -ill Z� U 0 . U 0 CO) U C,; . U r) - Cl . --% . 2 0 CP 0 W vi ; ci 0 -Z CL: Cj t 0 -Z a: W 0 j cl: vi 6' -Z 0� &I c .3 Z - - > U. C6 -J > LZ CL -A LL: L: L,: CL. .j > U. CL: > L, U. C� _5 > L6 CL. -i LL L2 F-93 0.32 0.60 0.11 0.37 0.03 0.21 0.01 0.15 0.00 1 2 1.86 1.14 1 - 20 039 0.74 0.12 0.42 0.03 0.31 0.02 0.19 0.00 2 3 2.79 .2.42 1.80 0:84 1.11 0.26 0.64 0.07 0.47 0.03 0.28 0.01 0.20 0.00 3 4 3.72 j 1.42 1.48 0.44 0.85 0.12 0.62 0.05 0.38 0.02 0.26 0.01 4 4.65A_A 2.15, 1.85 0.66 1.07 0.18, 0.78, 0.08 0.47, 0.02 0.33. 0.01 1 0.21 0.00, f 51 -5 6 1 5.58 8.75 3.60 3.02 2.22 0.93 1.28 0.25 0.94 0.12 0.57 0.03 0.40 0.01 0.26 0.01 6 7 , 6.51. 11.64 4.20 4.01 2.59 1.24 1.49 0.33 1.10 0.15 0.66 0.05 0.46 0.02 0.30 0.01 7 8 �:7.44 14-90 4.80 5.14 2.96 1.59 1.71 0.42 1.25 0.20 0.76 0.06 0.53 0.02 0.34 0.01 0.25 0.00 a 9 "g.'37 18.54 5.40 6.39 3.33 1.97 1.92 0.52 1.41 0.25 0.85 0.07 0.60 0.03 0.39 0.01 0.29 0.01 9 10 i',4.30 22.53 6.00 7.77 3.70 2.40 2.14 0.63 1.57 0.30 0.95 0.09 0.66 0.04 0.43 0.01 0.32 0.01 10 11 30.24 26.88 .6.60 9.27 4.07 2.86 2.35 0.75 1.73 0.36 1.05 0.11 -0.73 0.04 0.47 0.02 0.35 0.01 1 1 1 2 '1 i 17 31.58 7-21 10.89 4.44 3.36 2.57 0.89 1.88 0.42 1.14 0.12 0.80 0.05 0.52 0.02 0.38 0.01 12 14 3.03 42.01 8.41 14.48 5.19 4.47 2.99 1.18 2.20 0.56 1.33 0.17 0.93 0.07 0.60 0.02 0.45 0.01 14 16 44.89 53.80 9.61 18.55 5.93 5.73 3.42 1.51 2.51 0.71 1.52 0.21 1.07 0.09 0.69 0.03 0.51 0.02 16 18 16.75 66.92 10.81 23.07 6.67 1 7.13 1 3.85 1.88 2.83 0.89 1 1.71 1 0.26 1.201 0.11 0.781 0.041 0.58 0.021 18 20 18.61 81.34 12.01 28 .04 7:41 a 66 4.28 2.28 3.14 1.08 1 08 1.90 0.32 1.33 0.13 0.86 0.05 0.64 0.02 20 22 13.21 33.4151 815 :3 10 3 4.71 2.72 3.46 1.29 29 2.10 0.38 1.47 0.16 0.95 0.06 0.71 0.03 22 24 14.42 39.30 8.89 12.14 5.14 3.20 3.77 1.51 2.29 0.45 1.60 0.19 1.04 0.07 0.77 0.03 24 26 15.62 45.58 9.64 14.08 5.57 3.17 4.09 1.75 2.48 0.52 1.74 0.22 1.12 0.08 0.84 0.04 26 28 1 16.82 52.28 10.38116.151 5.99 4.251 4.40 2.01 2.67 0.60 1.87 0.25 1.21 0.09 0.90, 0.04 281 30 18.02 59.41 11.12 18.35 6.42 4.83 4.72 2.28 2.86 0.68 2.00 0.29 1.30 0.10 0.97 0.05 30 35 12.97 24.42 .7.49 6.43 5.50 3. 6�4 3.34 0.90 2.34 0.38 1.51 0.13 1.13 0.06 35 40 14.83131.27 8.23 6.29 3.89 3.81 1.15 2.67 0.49 1.73 0.17 1.29 0.08 40 45 16.68138.89 .8.56 9.64 10.24 7.08 4.84 4.29 1.43 3.01 0.60 1.95 0.21 1.45 0.10 45 so 1 1 8 .53 47.27 110.71 12.45 7.87. 5.88 4.77 74 1 1.74 3.34 1 0.73 2.16 0.26 1.62 0.13 50 55 11.78 14AS 8.65 7.01 5.25 2 0', 2.08 3.68 0.88 2.38 0.30 1.78 0.15 55 60 12.8S 17.45 9.44 8.24 5.72 244 2.44 4.01 1.03 2.60 0.36 1.94 0.18 60 65 13.92 20.23 10.23 9.56 6.20 2 3 2.83 4.35 1.19 2.81 0.41 2.10 0.20 65 70 14.99 23.21 11.01 10.96 6.68 3 25 3.25 4.68 1.37 3.03 0.48 2.26 0.23 70 75 1 16.06 26.37111.80 12.46 7.16 3.69 3 69 5.01 1.56 1 3.25 0.541 2.43 0.271 751 80 17.13 29.72 12.59 14.04 7.63 4 1_ 6 4.16 5.35 1.75 3.46 0.61 2 * 59 0.30 80 85 1 8.21 33.26 13.37 15.71 .8.11 4 -P6 446 5.68 1.96 3.68 0.68 2*75 0.34 85 90 9.28 36.97 14.16 17.46 8.59 5.148 5 - IS 6.02 2.1A 3.90 0.76 2 ' 91 0.37 90 95 14.95 19.30 '9.07 5.72 6.35 2.41 4.11 0.84 307 0.41 95 00 1 15.74 21.221 9.54 -�72 6 6.29 6.691 2.65 4.33 3.'24 0.45 100 10 17.31 25.32 10.50 7 .7 7.36 3.16 4.76 --0.92- 1.10 3.56 0.54 110 20 18.88 29.75 11.45 8.03 3.72 5.20 1.29 3.88 0.64 120 30 12.41 4,31 5.63 1.50 4.21 0.74 1 30 40 13.36 11.74 :,70 ' 37 4.94 6.06 1.72 4.53 0.85 140 50 14632 13.33 10.03 5.62 6.50 1 1.95 1 4.86 0.96 1 150 60 15.27 15.03 10.70 6.33 6.93 2.20 5.18 1.08 160 70 16.23 16.81 11.37 7.08 7.36 2.46 5.50 1.21 170 so 17.18 18.69 12.64 7.87 7.80 2.74 5.83 1.35 180 90 18.14 20.66 12.71 8.70 8.23 3.02 6.15 1.49 190 00 19.09 22.72 113.38 1 15.05 9.57, 11.90 8.66 9.75 J1.33- 4.14 -6,48- 7.29 1.64 2.04 200 225 25 50 16.73 14.47 10.83 5.03 8.10 2.48 250 75 18.40 17.26 11.92 6.00 8.91 2-96 275 00 13.00 7.05 9.72 3.47 300 5 114.08 8.17 110.531 4.03 3251 15.17 9.38 11.34 4.62 350 75 16.25 10.65 12.15 2 375 00 17.33 12. 01 12.96 :.95 . 2 400 25 18.42 13.43 13.77 6.62 425 50 19.50 14.93 14.58 1 5.39 7.36 8.14 450 475 /0 00 16.20 8.95 500 50 17.82 10.67 550 I 1 1 119.44 112.541 6001 Note:* Shaded areas of chart indicate velocities over 5' per second. Use with Caution. 13. (Continued) A SPi AL. [0-VEWA co 8 -17'50 9 w p 10 2. 00 Lu pp V) P 26.0'_ 250, A'o Ljj -- 350 10 rN 0 LLJ 19.0, C.4 —D 27.0. CONCRETE GARACE DRI`�EWAY FFE:,! 383.5' 6.0' Li 21. > E W ao Li 500, 04 �pp HOUSE 00 ui Lo 4' FFE: S83.5 c) I 1 0 0 Lo 12 0'-::l 0 *.o WALK z 6�h 0 0 ul .4�, F4 10 00 0 0 z z 3 0" z YM V6.j 0 t.- -jC-4 00 00 SID CIG E. 24-82' 22,82' \�j 102.00' rL I - SAN. SEWER MH 385; 8 9 i�:LE.=3175.00 (8"., N PER C.IT.Y.-,OF EDMONDS AS -BUILT) NORTH Sl IE DATA SCALE: 1" 20', LCIT AR.EA: 10,997.64 SF BENCH MARK 2 ACRES SANITA�-YSEWER -4H NO. 0. 2 5,. AT iNTERSECT:ON OF "SOTH AVE :W AND 190TH ST SW -919 'USE FOOTPRINT AfREA: 2046 F , I H C R DR;VEWAY AREA: 94 5, SF RECEIVED FEB 14 2001 xA- 6vvA DECKS AND WALKS: 242' SF* f ! � r) KVEJ&�ENT OERVIOES CTR. llwi�i 1:2 A01, TOTAL IMPERVOUS AREA: 3233 SF OF EDMONDS' LOT COVERA-E: 28.6% .PERMIT COUNTER ZONIN,G: RISZ-8 7 —.7 HEIGHT CALCULAIONS: SOIL TYPE: SANDY LOAV- EXi!S*nNC- ELEVATiONS: - A NW ."ORNER: .385.5 SW CORNER; 3833 APPROVED BY PLAN ING r' C-Ne CORNER: 382*,r� TOMCAT CONSIRUC.77ON RESID. ()-SE CORNER: .3821 (o 19019 Wth AVE. �W -383.)V . r EDA401VOS, AVERAGE CORNER ELEV. 67 WA. MAX .. ALLOWABLE ELEV. OF HOUSE: 3833-k+ 25 408-v, SITE PLA/V DESIGN ELEV. OF HOUSE: 383.5 + 24.98 = 408.48 - ----- PLAN NORTH SCALF: 1" = 20' Qk BENCH MARK SANITARY SEWER MH NO. AT iNTERSECT:ON OF SOP4 AVE W AND 190TH ST SW INVERT ELEV-373.00' C!TY OF EDMONV; DATUM 0lZiVEyjN G�Wj�G CALC-5. 3�5 FT- X 2� FT- 2 S' -3 :7- 1)? 1 Fi y iD s-> -2-7 3- -? 5 FoutJoA-7�otJ &,a1wij\jc, C)4)-(:�s 60 FT 0 fr A A 0 C-5 3 .' 00 'FT . 2--7 - 3 yD s3 MUM TOMCAT CONSTRUC77ON RESID. 19019 80M A �f. W EDAIONDS, WA. RECEIVED FEB 14 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS IIIIIIIIIIIIII 15278 19019 80TH AVE W 0 TAX ACCOUNTIPARCEL NUMBER: z4 s i c-;,) no (-3 0 e cp Q- n `R, BUILDING PERMIT (NEW STRUCTURE): c-%0/-0/-7q COVENANTS (RECORDED) FOR: CRITICAL AREAS: olq - �,�y DETERMINATION: El Conditional Waiver . F1 Study Required DISCRETIONARY PERMIT #'S: /�6aiver DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER) PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: 1&3 SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED:_ k SIDE SEWER PERMIT(S).#: Ll GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: L-\TEMP\DSrs\Forrw\Street File Checklist.doc CAFILEN0. Atical Areas Checklist Site Information (soils/topography/hydfology/vegetation) 1. Site Address/Location: / ?0/ �, 5:9 C^I/ 2. Property Tax Account Number: —if5 i 7— 000 003 3. Approximate Site Size (acres or square feet): 4W 4. Is this site currently developed? X yes; no. If yes; how is site developed? L 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 I 0-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 I 0-feet over a horizontal distance of 3 3 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-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? 8. Site is in the floodway __A10 floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows ar . e year- round? — IVO — Flows are seasonal? L-7(What time of year? 10. Site is primarily: forested . meadow ;shrubs mixed urban landscaped (lawn,shrubs etc) ->-:C 11. Obvious wetland is present on site: DETERMINATION RECEIVED Citv of Edmonds s APR — 11999 PERMIT COUNTER 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, sign and date it, and submit it to the City. . The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application., Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Name Street Address C� city State Zip Telephone Signature Date Applicant Representative: -'-� q rA Name Street Address city State Telephone Signature Date Zip creception\janakad.doc (over) 'ZU 00 ASP-JAL.� I)KYEWAY -co OBgsl 7'50"W X -tP-� 102,00 ILJ PIP 26.0' 250, 4:1 P' 24.5' uj LJ F- ------ 35 0' lo, Za..5I: 0 CONCRETE 27.0 GARAGE I-tn c%j DW�EWAY FFE:,! 383.5 -p 6.0* -,NEW./ 21.n' c > c'j HOUSt C4 OP p p P4 LLI 4' 4- FFE: S83.5 0 :t 0 o z - * —F 1. 0 WALK Q 0,7:T (> C'q zu - 0 00 0 0 ro z 30' J Z_ (D z SID 0 00 3: 0� c E. 22.82' 24.82' 0 B. 102.00' 'f)'v ab ix j� SAN. SEWER MH RIM=385.89 1. E. 375. 00 (8", N PER CITY�-OF EDMO*NDS AS-�-BUILT� S T I IE DATA NORTH SCALE: 1" = 20' LOT AREA- 10,997.64 SF BENCH MARK 0.'52 A'RES SANITARY SEWER MH NO. AT NTERSECTION OF ISCITH AVE W.AND 1.90TH ST SW I '�"S'sr' HOUSE FOOTPRINT AREA: 2046 SF INVERT ELEV=371.00' D REC IVED 1 DRIVEWAY AREA: 94' 5 S F DECKS AND WALKS: 242 SF FEB 14 2001 MAR 1`2 2001 TOTAL I'V-PERMOUS AREA: 3233 SF DEVELOPMENT SERVICES CTR. PERMIT WUNTER . LOT COVERA(32E: 2 8. 6 CITY OF EDMONDS Z O'l 41 4G: R S-- — 8 -CULA HEICHTCAL . 71ONS: SOIL TYPE: SANDY LOAM r) ,S'nNG ELEVATIONS: Exi APPROVED BY PLANNING A- NW' CORNER: 365.5 B - SW CORNER; 383.7' C-NE CORNER- 382.$6' TOMCAT CONS TRUC 77ON RESID. ()-SE CORNER: .382.7X lo 15-7 19019 Wth AVE, W AVERAGE CORNER ELEV. .383A .5-7 5'7 EDA40NDS, wA. MAX. ALLOWABLE ELEV. OF HOUSE: 38,3,W + 25 408.10 Sl TZ- PL A N DESIGN ELEV. OF HOUSE: 383.5 +- -24.98 = 408.46 - ---- -- --- PERMIT NO: 92810 City of Edmonds - PERMIT EXPIRES 6ALel SIDE SEWER PERMIT Address of Consi�uction:.Iio I I IF W-9 LID # Property Tax Account Parcel No. 150f00000,01061 Attach copies of all access and utility easements Verified and Approved b Owner and/ 'or tontractor-Tqm-4�-�, P.8 A'�-ray T10 Contractor- License &3 Build ing Permit #: - C2/Single Family, F� Multi -Family (No. of Units E] Commercial (No. of Units Fl. Public Invasion into City *Right -of Way - Ye�. No A *RW Construction Permit # Cross other "Private Property: El Yes. E]'No "Attach legal description and copy of recorded easement. Owner or contractor signore ' and acknowledgement statement: By signing for this permit I certify that I have read the City's public handout entitled Sewe''r Specifications, and shall comply with all City requi.rements outlined therein: 92 Date CALL D IAL-A-DIG (1-800_42�-55.5'5) BEFOREANY EXCAVATIk , )N12 FOR INSPECTION CALL 425-771-0220 extensionzaz�"_6�TAM 7d'HOTTR NOTlr..F*RFOITIRVD FOR ALL INSPFCTIONRE STS NOTE: IF,JOB SITE It..NQT READY FOR INSPECTION WHEN ..INSPECTOR ARRIVES A $41 51RE-INS*PECTION'FEE WILL BE.CHARGED.' Job Site Ready YES' NO Date: Initial:,, Partial Inspection: Date: Initial: Partial Inspection: Date: Initial: FINAL INSPIECTIONAPPI40VED: Date:. �4�010( Initial: As-buiIt1tUreet+%1e:, , t� PERMIT MU ST BE POSTED ON JOB SITE t� White Copy: File . Green Copy: Inspector Buff Copy: Applicant L;temp;bldg,forms,ssperTnitjlg4/00 0 L A House —91 216# CO to House 24/ 50" 4 5 \A/ 2 of yCD 6" Deep 9' to EOP 13' to EOP 80th Ave West CITY OF EDMONDS SIDE SEWER AS BUILT ADDRESS Permit Number 19019 80th Ave W 0179 HOMEOWNER CONTRACTOR Tomcat Construction DATE 3-30-2001 DRAWN BY P, Lemcke LID NO. NOTICE: No warranty of accuracy. The information'shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of 'Edmonds does not warrant the accuracy of anything set forth on these map(s-). Any person or entity -requesting a copy should conduct an independent inquiry regarding the information shown on - th-e -map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may'not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employee-s or officers sh-all be liable for the information given on this map,(s), nor for any one representation provided based upon said map(s), City of!Edm o-'nds Pf R ILIR—E APPLICATION for S,TjjF,V F SIDE SEWER PER*HT NEW CONSTRUCTION REPAIRS El ..0 ...... .......... -71 ADPRESS ..... I A P PRO VEL D 5EP, 1967 ............ ............. ....... t.—/ ....................... EASEMENT No . ........... ...................... CONTRACTOR .... ��!j ..... ........... PERMIT No. LEGAL DESCRIPTION: LOT No. ............... BLOCK No . ....... ............................... NAME OF ADDITION ... 7. T t 4, Approved: DATE . .... ............... By . ...................... ............ .................... z Mr. Paul I 19019 - 8( Edmonds, Dear Mr. I issued by of 19019 - we have n( Edmon ds; I from the f Edmonds CJ No. 2447. JEM:jw January 9, 1968 47 was - oposed con'h6ctioh and to date nection to same. 0 City of ct luoted 6 of the -in an cc QVIRED. V T-luture may then t make he regruln- 0 You are therefore requested.to execute side sewer permit Yours very truly, CITY OF EDMONDS JOHN E. MORAN Director of Public Works "I v CITY OF :EDMONDS CVVIC CENTER — WATER -SEWER DEPARTMENT SIDE SEWER PERMIT 19019 - 80th West ADDRESS....................................................................................... fall: PRospect 6-1107 " hen work w is rcadi4oi inspection. (No Inspec- tions Saturday, Sunday or holidays.) , N 09: 2447 Paul E. Bragg Paul E. Bragg Y. -OWNER ............................................................................................... CONTRACTOR ................................................................................ Termissi on is granted ......... S.ep.t.ember Va ..... 19 ... V, for ........................ days to REPAIR or CONNECT a side sewer ......................... ,vv . i I th City I Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. I —The owners of the property may obtain a permit to construct sewer inside. property line. A licensed Side Sewer Contrartor must be employed to construct side sewer In street area. Do not cover any portion of sewer before It has been Inspected. NOTE No. 2—Obtaln full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. ?, No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No,bends In grade sharper than % will be permitted. N No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5—It is unlawful to alter or do any other work than Is provided for In the permit, or to do7any work on the main sewer or its appur- tenancies except to Insert the pipe into the wye. %%A Zood- Customer is Worthy of Every Consideration" 7 WESTERN UMMES SUPPLY Co. Waterworks, Heating & Industrial Supp—S 5409 OHIO AVE. SO. P.O. BOX 3524 SEATTLE, WASH. 98124 ROckwell 2-7025 SEATTLE, WASH. 98134 L �TE RE ED PERMIT EXPIRES CITY OF EDI CITY OFEDIVIONDS USE PERMIT ZONE NIJIMBER��Me��/`— N R TION PERM CONSTRUCTION PERMIT APPLICATION CO ST UC7 JOB SUITE/APT# ADDRESf:��C 4' OWNER NAMEUNAME OF BUSINESS PLAT NAME/SUBDIVI SION NO. LOT NO. LID NO. 'Tommv �sS _F0NCI t4.—j Eupr4s /* SS MAILING ApbRESS LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Apprwed C3 R=rod 'S'1Wrs.1*Us quit P r":P Lt.. z 9: 0 ; jjt_� 7 6f :5-r. R.,'d zip %133 112cO TELEPHONE -)3b lo 1 EXISTING 9616L PROPOSED REOUIRED DEDICATION FT Inspect on Required Sldswa:k Required Underground /qr 1� Wiring required NAME METER SIZE LINE SIZE F FIXTURES NO.Oj PPgEOUIRED a I YES NO 13 3 UJI P ADORE S REMARKS z 1�67 S-7— OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE 04,bl or'll 6o I in) I z W CITY Zip ITE�LEPHONE Ki L4 e,- 7 )!4 "roer NAME 41 I'la oLk ENGINEERING REVIEWED/DATE cc -I / , z� ADDRESS FIRE REVIEWED BY DATE cc CITY ZIP TELEPHONE I`- z U. 0 I VARIANCE OR CU SHORELINE OR ADB# INSPECTION RE 'D BOND POSTED I STATE LICENSE NUMBER EXPIRAT)ON DATE / CHECKEDBY 0M OAC,� Ol"�, � 1� 3 /Z�ozl_ 0 YES %-Nb AREA SEPA REVIEW COMPLETE EXEMPT SIGN ALLOWED PROPOSED HbGHT ALLOWED ' PROPOSED PROPERTY TAX ACCOUNT PARCEL NO. EfNEW RESIDENTIAL PLUMBING / MECH # LOTCOVER'Ad_E__"_ ALLPW6 PROPOSED -F!Eqqj�ED SETBACKS (FT.) -'PRONT--sIDE REAR PROPOSED SETBACKS (FT.) FRONT URSIDE REAR 0 AUDITION C3 COMMERCIAL o COMPLIANCE OR - �/, 1,61 15; 7t _55-:7- - 4 CHANGE OF USE z PARKING REO'D. P�9,VIDED LOT AREA PLANNING REVIEWED BY DATE /e REMODEL 0 SIGN C:] APARTMENT 5 FENCE REPAIR GRt�ll CYDS 0 X FT)� EMARKS DEMOLISH f-] TANK C] OTHER 10� GARAGE RETAINING WALL CARPORT 13 ROCKERY RENEWAL (TYPE5 USE. BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF CONSTRUCTION COAEE OCCUPANT GROUP W 0 NUMBER OF NUMBEROF DWELLING CRITICAL AREAS S ECIAL INSPECTOR AREA OCCUPANT 0' STORIES UNITS NUMBER REOUIRED C:] YES LOAD tot) DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D Ift-'AAM (N%iL Tf--e PEI 1K.-)5f'K_-1vtA6z, Lmlw 1 Tea) PvtrPel AiEA6 fE fq RO AN Q I VALUATION FEE PLAN CHECK FEE ,,HEAT SOURC % LOT SILSE % BUILDING �7 r. Z5 PLAN CH4Cq VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO GRADING/FILL t a E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC -7b a DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE M SEPARATE PERMISSION.' 2 STATE SURCHARGE cc W PERMIT APPLICATION: ISO DAYS PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPO ENG. INSPECTION FEE USE. HEIRS, ASSIGNS AND SUCCESORS W IN INTEREST, AGREES TO NDEMNIFY� DEFEND AND HOLD HARMLESS THE LANDSCAPiNG i I CITY OF 2 EDMONDS, WASHINGTON, I TS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECT40N FEE c ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR IN- _ _ - L. RECEIPT FROM THE ISSUANCE OF THIS PERiAT. ISSUANCE OF THIS PERMIT SHALL'NOT BE PLAN CHECK DEPOSIT L4 DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE 1_7'Cr_'_) I _--4- 0 NOR LI MIT IN ANY WAY THE CITY'S ABI LIT� TO EN FORCE ANY OR DI NANCE PROVISION.- RECE)P.T- TOTAL AMOUNT DUE 2/ 27 _7 I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT., AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the CALL TION: AND IN DOING THE WORK AUTHORIZEDJHEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION OF THE LABOR COq OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. VSATION INSY�IfNCE AND RCW 18.27. WORKMEN'S C?Y� 0jFCIALS SIGNATURE DATE SIGNAT�REJQVY OR AGENT) DATE SIGNED (425) �?(af 1A 771-022 0 RELEASEn`F ATTENTION EXT1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ ORIGINAL -FILE YELLOW- INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER GOLD - ASSESSOR 5/96 6'11�-DwGr PLAN*- OaiVEON G�IA-01�G CALC-5, 3�5 FT- /K 2�� F-T- y Z�r / - 2 S' D i F F 3 -2- -7 4-4 Nm 3 CluT FoutJoA-Tiot\J G,,alwaic, CALc-s 60 FT /X, q 0 Pr X, A 0 C- 1 ..'S'FT OC) -FT 3 .' 2--7 3 yo s-3 NORTH -- SCALE: 1 20' Q, BENCH MARK SANITARY SEWER MH NO. AT 04TEPSECTION OF SOTH AVF W AND 1.90TH ST SW INVERT ELEV=373.00' C!TY OF EL)MOND'-: DATUM TOMCAT CONS7RUC77ON REslo. 19019 80th AVE. W. EDMONDS, WA. R E- c E i FEB 14 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS JAEGERENGINEERING 9419 S. 204 PLAcE. - KENT, WASHINGTON 98031 PHONE (253) 850-0934- FAX (253) BSO-0 I SS RECEIVED_ February 9, 2001 1-11 _'Fll VIE FEB 14 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS DRAINAGE REPORT TOMCAT CONSTRUCTION RESIDENCE 19018,80th AVE. W. EDMONDS, WA. CITY OF EDMONDS -FILE NO. PREPARED FOR: Tommy Evers Tomcat Construction 215 N. 185th St. Shoreline,'WA., 98133 (206).533-.6222 PREPARED BY: James.). Jaeger, P.E. Tj 1�47 JD ot , PROJECT DESCRIPTION There are no structures on the existing site. The property has frontage along 80th Ave. W. and will construct a new driveway directly to that street. An existing asphalt driveway is situated along the north property line. This driveway provides access to the adjacent lot to the east. 80th Ave. W. is paved, with sidewalks on the west side but not on the east side along the property frontage. The site is generally level. There is a slight slope down from 80th Ave. W. towards the east property line. The drop is approx. 3 ft. over the 100 ft. lot depth, or about a 3% slope. There are no trees on the site, which is covered with low to medium height grass. There were no signs of ponding or wetlands on the site. The adjacent lot to the south has constructed a concrete retaining wall that is approx. 2.5' to 3' high. There is a wood fence on the top of the wall. The site has an existing water meter and there is a catch basin along 80th Ave. W., in front of the property. The proposed residential construction will add 3233 sq. ft."of new impervious surface. This includes the house footprint, the concrete driveway, the deck and the sidewalk. This exceeds the 2000 sq. ft. that is the threshold for providing a drainage detention system. However, per the City of Edmonds Community Development Code, this is less than 5000 sq. ft., which allows the project to use the City standard detention design tables. The standard drainage detention worksheet is attached as the last page of this report. The standard detention tables resulted in a detention system that has 49 ft. of 18" diameter pipe. It also includes an orifice type flow'restrictor with a3/4" diameter hole. A detail of the flow restrictor assembly is shown on the plan. The roof downspout drains will be piped into the detention , system. A catch basin will be located within the driveway that will collect the driveway runoff and is also connected to the detention system. The footing drains are not connected to the detention system, but are connected to the drainage system downstream from the flow restrictor. Because the site is lower than the frontage road, a pump station is required to discharge into the existing catch basin that is in the shoulder along 80th Ave. W. This catch basin connects to a similar type I catch basin across the street. The drainage piping runs south from this catch basin. The pump station detail is shown on the plans. It is sized to handle the 100 year storm event. 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GE 24 -192N[FPL---SW.- 23 23 221 21 20 25 24 22 N �573-i ASPHALT SIDEWALK < dl;— SD 2- bD kA EDGE OF ASPHAL�� 3:7- CAL rn rp- ;u P %I _0 —0 0 - ---------- C� 14 T71, I It 0 8. EXIST ss L--NGO*43'20"E OTH415,112 8 AVENUE,.W 00"43'20"E - - 11 1 7 A tow % % % % 0 00 oz t --------- ------------ I �le Z.* Z9 J. (o —t ry 0 p%, % % 0 0 0 %% 0 %% %% XI: 107.81i N5- -?JIGM WOOD FEN% N ------- �"l (OLD ROTTING) % rn tr 0 X F. 5.' WIDE ASPOALI SAN. S�kR MAIN 147.94' 99C z 00 -4 . gr,. A: A. 4. z rq 1 0— x N 8 9 4175 O'L� I :tp- 102.00 pp So All 4b .41 EXIST. cc A C*4 00 . r .pp pp Cs OR r- / - (�":p 0 44 ca 102.00' 8 9 -17- - -5-0"�' I CA PON r--W -T7�N-� PgrJ2 \J I r) L-.) -3- 71� R PA-C.F- Ccy-x C-A 1 Ito- = l4b, S7 II Table 1 — Detention Pipe Sizes I Impermeable Area Sq. Ft. 2000 2500 3000 3500 4000 4500 5000 Required, Vol Cu Ft 50 62 75 87 100 112 125 Note: Allowable Pipe Materials: PIP9,piameter 15' 6 ) 24' 30' 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 4a 28, 18 length in feet 80 T6 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes lmp�rmeable Area Sq. Ft Outlet Orifice Diameter (Inches) 2000. 5/8 2500 5/8 3000 3500 3/4 3/4 -eOOO' 4000 7/8 4500 7/8 5000 7/8 Table 3 — Rectangular Catch Basin Requirements Detention Max. size Catch Basin —.pipe diameter knockout Type < 180 201 Type 1, CB 15 18' to,24' 26* Type IL, C13 16 24' to 36' 360 Type 11, CB, 19 19 (48" Basin) 36" to 42' 42, Typell,CB19 19(54'Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER 1 of n CAf coyl strx-) J, 01^ CALC BY: Jcjm e .5 ADDRESS PHONE: cryj 7� DATE: I If Z01 ""DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE 3 Is -70' /4 DCTrMTION PIPE LENGTH LOCKING LID (TYPICAL) FINISHED G MIMIKM HEA2t"ML 'J�ARRDANffop or ZZ TO 1% SLOPE CONC BOX DR RISCR a DVTL I OUTLET CONTROL MIN. UPPER CATCH BASIN ORIFICE CONTROL CATCH BASIN SYSTEAi CROSS SECTION Z'XZ'X6*.DCCP, 4-6* SPALLS OR COUAL FROM CONTROL CR Z'X 2*X 3' DEEP, 3/4' CRUSHED ROCK TING GRADE FROM CONTROL OUTLET WASHED ROCK OUTFLOW TRENCH, MIN 10- LdMG. PERr PIPE TO BE LEVEL Prcir PIPE W/ END CAPS TRENCH SMALL RE LINE WITH MIRArI NNW OUTLEr PRIOR TO PLACEMEN Sp WASHED DRAIN ROCK RUNOFF SPREADER. TRENCH FOOTING DR"NS SHALL NOT BE CONNECTED YO DETENTION SYSTEM NOTES.- 1. C21IEngineeringDivision(771-0220) for a tigbtline and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for oper-ation and maintenance of drainage systems on private property is the respoasibility of the property o%kmer. Material accumulated ia.the.storage pipe must be flushed DATE out and removed from the catch basins to allow proper operatioa. Ile outlet control orifice must be kept open at 211 times. I I — (. -t\ oq-z H<tL oz IL,V JCPCOH t ool/, -XIr \�Jj I ID 0 ME-= tz, I Q6,C) 7 o Q --%v <&o 4 (p AS ry v--o A 510-2 PpAtures Pump fmpeller is recessed type — operates completely out of volute panage giving full opening for flow of kluids arid up to 7 (50.8mm) dia. SOW Motors (sirVle and three pNw) are oil filled for good insulation and lubrication of beamp and seal. No starting switch or " mechanism. Overload prolec. lion is bid in — three phase overload in control box. Upper Skews Bearing with Thriust We" mW Lower Ball Bearing am od lubrii:aiied for smooth opeitim. long pump file. Rotary Shaft Seall has carbon and ceramic taws for positive seal. Body is staborwy. prevents string or no from WHR (Manual) DRAW DOWN DIAGRAM A� Jr -TURK ON. 7f winding on seal. Metail pans am 303 slainless sleel. Volute Case is heavy cast iron with SUDDOn legs. Choice of 2' (50.8mm) or 3' (76.2mm) discharge flange. sapgree Capachor Housing (single phase) allows Capacitor 11D be MPWW wiho dismantling motor. Dimensions Performance Cu' rve Performance Capabilities Ms=ry Level Control (WHRA) 9cr 00"M Ar". 20 ArMs at 120 V.A.C., 15 Amps at 240 VAC.. 4' Yellow Bulb Roal. Floal L91h. 4Z. Floal Dis. 3S. Srw Rebef Lg1h. 1Z Capacities to 175 GPM 662 LPM Heads to 33 feet 10.1 M Pump Down Range* 7 to 9 inches 178mm to 229mm Solid Handling Capability 2 inch dia. solids 150.8mm dia. solids Liquids Handled Waste water Intermittent Liquid Temp. 140OF �— 46.4 -C Motor 1h, 3A, 1 HP Electrical" 115, 230 V 14; 200. 230, 460, 575 V 36 Discharge 2 or 3 inch 1 50.8 or 76.2mm *For WHRA — Automatic (Manual Pump variable with switch). **For WHR (WHRA is for 115, 230 V — 1 phase only). F.E.MYERS. a Pentair 'company 1101 Electric Ave.. Ashland, OH 44805-2285 rAV-0/1)oo-rCAQ TIY-QR-7AA-a IS200, 1 30 j a" I I off CIRCUIT DREAKER MIJST K IN Vfr POSITION KFORE DOOR CAR K OPENED. To REUT TRIPPED @*EAKtA PUB" Nam" TO vrr ?"Im bmx To VW. OF ALARM ACTIAlt 1. TWIR ALAPM swffcw TO *OFF*- POSIT VON. L rv*W PvUP SWVIC" TO *OFF'-P"171001. 3 PMN Off 00 RED II&TON TO RESET OVt*LOAO. 4. TURN ALARN SWITCN-YO 'ON'- P6SITIM S.Tuftw PvWP SwaTCm TO *&AFTV-POSITION. G.tfr YELLOW RUN LIGNT COMES 04. AND AFTER 9 MMUTES ALAmW DOES NOT ACTIVATE. TROUGL9 6 COARCC790. OF NOT CALL St"VIC9 MAN. T. CAUTPON-10' PVW MUST K SCII'VICED 00 My COWTWUIE TO " Sem"t INTO SASIN AS IIACXFLOOOPQ, WILL NEWLT. 1I.Of MEO SEAL LEAR L909T F' IP ON CALL SERVICE MAN. no r, No To ICU I vww of f "boo Itsy 4 -- .- 12 1/4* - FUMF FkNFt- VZ-) CX)l CX.-A C9 ni. e,%w,% &I 7- VI .cq 0 V 6.00 .6.625 5.643 0.491 FRICTION LOSS CHARACTERISTICS PVC SCHEDULE 40 IPS PLASTIC PIPE (1120,1220) C - 150 PSI LOSS PER 100 FEET OF TUBE (PSI/100 FT) Sizes %" thru 3/," Flow GPM 1 thru 600 1ZE 0.50 0.75 1.00 1.25 1.50 2.00 2.50 3.00 3.50 SIZE 1D 0.840. 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 OD 0.622 0.824 1.049 1.380 1.610 2.067 2.469 3.068 3.548 ID tALL 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 WALL K THK V; U vi U c4i U U Cq 2 vi 4 C, .2 CA V .2 Vj V C, .2 'i .2 V .2 C, CC V . ; ": : _5 > .5 .93 .32 0.60 0.11 0.37 0.03 0.21 0.01 0.15 0.00 2 1.86 1.14 1 * 20 0, 39 0.74 0.12 0.42 0.03 0.31 0.02 0.19 0.00 2 3 2.79 2.42 1.80 0.84 1.11 0.26 0.64 0.07 0.47 0.03 0.28 0.01 0.20 0.00 3 4 3.72 4.13 2.40 1.42 1.48 0." 0.85 0.12 0.62 0.05 0.38 0.02 0.26 0.01 4 5 4.65 6.24 3.00 2.151 1.85 0.661 1.07 0.18 0.78 0.08 0.47 0.02 0.331 0.01 0.21 0.00 1 51 6 5.58 8.75 3.60 3.02 2.22 0.93 1.28 0.25 0.94 0.12 0.57 0.03 0.40 0.01 0.26 0.01 6 7 S.SI 11.64 4.20 4.01 2.59 1.24 1.49 0.33 1.10 0.15 0.66 0.05 0.46 0.02 0.30 0.01 7 8 �,7." 14.90 4.8 0 5.14 2.96 1.59 1. 71 0.42 1.25 0.20 0.76 0.06 0.53 0.02 0.34 0.01 0.25 0.00 8 9 '.8.37 18.54 5.40 6.39 3.33 1.97 1.92 0.52 1.41 0.25 0.85 0.07 0.60 0.03 0.39 0.01 0.29 0.01 9 10 -'�9.30 22.53 6.00 7.77 3.70 2.40 2.14 0.63 1.57 0.30 0.95 0.09 0.66 0.04 0.43 0.01 0.32 0.01 10 .10.24 26.138 -.6-60 9.27 4.07 2.86 2.35 0.75 1.73 0.36 1.05 0.11 -0.73 0.04 0.47 0.02 0.35 0.01 1 1 12 ill.17 31.58 7.21 10.89 4.44 3.36 2.57 0.89 1.88 0.42 1.14 0.12 0.80 0.05 0.52 0.02 0.38 0.01 12 14 .13.03 42.01 14.48 5.19 4.47 2.99 1.18 2.20 0.56 1.33 0.17 0.93 0.07 0.60 0.02 0.45 0.01 14 16 f4.89 53.80 .8.41 9.61 18.55 6.93 5.73 3.42 1.51 2.51 0.71 1.52 0.21 1.07 0.09 0.69 0.03 0.51 0.02 16 IS 116.75166.92 10.8 1123.07 6.67 7.13 1 3.85 1.88 1 2.83 0.89 1.71 0.26 1.201 0.11 0.78 0.04 0.581 0.02 is 0 18.61 81-34 1 2'0' 28.04 7.41 8.66 4.28 2.28 3.14 1.08 1.90 0.32 1.33 0.13 0.86 0.05 0.64 0.02 20 22 13.21 33.45 8.15 10.33 4.71 2.72 3.46 1.29 2.10 0.38 1.47 0.16 0.95 0.06 0.71 0.03 22 24 14.42 39:30 8.89 12.14 5.14 3.20 3.77 1.51 2.29 0.45 1.60 0.19 1.04 0.07 0.77 0.03 24 26 15.62 45.58 9.64 14.08 5.57 3.17 4.09 1.75 2.48 0.52 1.74 0.22 1.12 0.08 0.84 0.04 26 28 16.82152.28110.38 16.15 5.99 4.25 4.40 2.01 2.671 0.60 1.87 0.25 1.211 0.09 0.90 0.041 281 30 18.02 59.41 11.12 18.35 6.42 4.833 4.72 2.28 2.86 0.68 2.00 0.29 1.30 0.10 0.97 0.05 30 35 12.97 24.42 7.49 6.43 5.50 3.64 3.34 0.90 2.34 0.38 1.51 0.13 1.13 0:0 6 35 40 14.83 31.27 8.56 8.23 6.29 3.89 3.81 1.15 2.67 0.49 1.73 0.17 1.29 008 4 0 45 16.68 38.89 9.64 10.24 7.08 4.84 4.29 1.43 3.01 0.60 1.95 0.21 1.45 0.10 45 501 1 18.33 47.27 110.71 12.45 1 7.87 1 5.88 4.77 1.74 3.34 1 0.73 2.16 0.26 1 1.62, 0.13 50 55 11.78 14.85 8.65 7.01 6.25 2.08 3.68 0.88 2*38 0.30 1.78 0.15 55 60 12.85 17.45 9.44 8.24 5.72 2." 4.01 1.03 2.60 0.36 1.94 0.18 60 65 13.92 20.23 10.23 9.56 .26801 2.83 4.35 1.19 2.81 0.41 2.10 0.20 65 70 14.99 23.21 11.01 1 .96 3.25 4.68 1.37 3.03 0.48 2.26 0.23 70 75 16.06 26.37 11.80 12.461 7.16 3.69 5.01 1.36 3.25 0.54 2.43 1 0.27 75 so 17.13 29.72 12.59 14.04 7.63 4.16 5.35 1.75 3.46 0.61 2:59 0.30 0 5 18.21 33.26 13.37 15.71 8.11 446 5.68 1-96 3.68 0.68 2.75 0.34 : 5 0 19.28 36.97 14.16 17.46 8.59 5.148 6.02 2.12 3.90 0.76 2.91 0.37 90 95 14.95 19.30 9.07 5.72 6.35 2.41 4.11 0.84 3.07 0.41 95 00 115.74 121.22 9.54 6.29 6.69 1 2.65 4.33 0.92 1 3.24 0.45 1 100 10 17.31 25.32 IO.SO .7 7.36 3.16 4.76 1.10 3.56 0.54 110 20 18.88 29.75 11 .45 03 3.72 5.20 1.29 3.88 0.64 120 30 12.41 :-70 4.31 5.63 1.50 4.21 0.74 130 40 13.36 11.74 9.37 4-94 6.06 1.72 4.53 0.85 140 50 14.32 113.33 10.03 5.62 6.50 1.95 4.86 0.96 150 60 15.27 15.03 10.70 33 6:08 6.93 2.20 5.18 1.08 160 70 16.23 16.81 11.37 7 7.36 2.46 5.50 1.21 170 so 17.18 18.69 12.04 7 7.80 2.74 5.83 1.35 180 90 18.14 20.66 12.71 8.70 8.23 3.02 6.15 1.49 190 00 1 1 19.09 Z2.72 13.38 9.571 8.661 3.33 6.481 1.64 2001 25 15.05 11.90 9.75 4.14 7.29 2.04 225 50 16.73 14.47 1 0.83 6.03 8.10 2.48 250 75 1 8.40 17.26 11.92 6.00 8.91 2-96 275 00 13.00 7.05 9.72 3.47 300 1 1 14.08 8.17 10.53 4.03 325 15.17 9.38 11.34 4.62 350 75 16.25 10.65 12.15 5.25 375 00 17.33 12.01 12.96 5.92 400 25 18.42 13.43 13.77 6.62 425 50 19.5 14.581 7.361 4501 i-5- 15. 3: 114 475 00 7 16.2 11:95 500 so 17.82 112.54 10.67 1 550 19 Ad 6001 [Continuedj Note: Shaded areas of chart indicate velocities over 5' per second. 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I �' HIGH WOOD FEtfE - " �. --1 11-11, I - I I , , I -. I . . � I I I , .1 �� - - -1.1 - " ,� I::. t �� , I 11 I I .. I � I I I I I I a � - _ _ 2 ,� , , I , : �. � , , � I , I - I I , I ,��'. � I , I , ` 1, i �, I � � , . , I It % , . �, I �. , . I . . . . . . . . X , � - , , "'' ,, ", , " ,�; . . Z I ----�- �, - X ---T- - X - X � X - / , �; , "', -:, , -,-, � , � - . I , ', I , , , - " �,,�-, , . I � I <r I - - X -------------------- X — X — I ! CLEARING LIMITS (TYPICAL) SILT FENCE (TYP.) (SEE DETAIL) , '';, �- - , . - . I (.,.;,.,) I . �� VVI J I I � �X,,,.,,�,."'',.50.-..18".It"mo , -11� I i�:J I.E.=383.73 (8" CONC, SW) I ,', . MLA 1 ," "' I I)lt i 7 )r-Lb N)� DECK � I I I . . ii ...: / I , , k",:''-��A , .. - 11 I / " I '�,,,��''-,� �:.,_ . -,: �, ,", ::� , , I I - I 11 IQ`16- 6*-CMP --"� I.E.-384.0 (2" PVC, E,-.N,EW) I rl- / � , , I I , , . .:,- A -1, i": , I ., � . --7- of t�- - ,/ , I ,, � " ,,, , Z�- . - - -.,�� " � .1 �� ii - I - - -m. I . �I A n rinqe . -) - -� � � � 6. � I . �Z`111 "'�� ""' '��,,,�-,':�:�".�:,,',��"�;":�--�,,"�:�,., ,,,,,,,,,, , - , �. : ,' I .. '�t'��k � -.T� 110 , 11 I- I - I - -11 - , - I � � : I 1 5.11P 1 '', - �, I - . L � I r / —EXISIING SPOI tLtV. klTt') 4 . , �Z��', _:�: ' p '' . ,"� �, I '' � Vpj� � I I " - '-1. - '' U -1UL I � I \ � - , , I :--�,- ��-- I . 11 I I-& .1 I � . ' , U-) I ,.,:.,: , , -', ,�: I I � .� I I I : . I . I I 0 1,/��.' ' ,b�b I � ,,�,��,,�-, -.%,�-�,- 1: - � , � ,,, -- ': ," : '. , � '' 11, , � � . � . . A-1 I k _ -Lb 10 0W. . . ,� , , . I ! . t, , I . , I � U) - I . , . - , - I �- . - . . . � . ,.1.1 - \ _, , 102,00' -) �, -� , , , "�", - " � " 11 11 I � I I "'' � � . -. .1. , :, I . I I /11� T. ", ItA- - - - X 111� '-:�� :-",-''�,-, :�� , t:� -, � : �, - � I �- � L I --��--TV.WACd--- , " " 1-1`�� ,�:'-: � :, �� -...,.: .", � , . ". '�, '', , , , , � � ..: " I � 11 . .� 1� . ,� I . . I . I I . I . I 1, -- � - 1. — 1- I -i /1' � - . �Xl —��— !! ! L� " , "', � � . KILLLU UK11 I , - 11 � I I , "I : 11 11 � � - . - ,' . , � . I I - - � --A , 'T "� , , ) � . I 31 �;: I � � 3t I UJ . > UJ > < W > . < � . < F- 0 X �- Ln 0 co n co �3 190TH ST SW SIERRA PARK EDMONDS . . 192ND STSW 196TH ST SW vicpqrff M" NO SCALE . L LEGAL DESCRIPTION . . � I I . I � I � NORTH I I I . I 3t UJ :) � Z I �� < LYNNWOOD X �- 10 F 191ST PIL SW r- PROJECT S1 THE WEST 102 FEET OF LOT 4 AND THE WEST 102 FEET OF THE SOUTH 43.9 FEET OF.LOT 3, FRED A. FISHER ACRES TRACTS, ,ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 1 OF PLATS, PAGE 59, RECORDS, OF I I I SNOHOMISH COUNTY, WASHINGTON . I SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I I I I ; I . I I . � , 1K . �. I --,�- � I �GRADING NOTES I . !�- � � I I . , I . I . . I . I I I I - I I . . I I . I I � -1 . I � . I 1. Unless otherwise specified, all work shalt conform to th I ' I for road, bridge and munick . e 998 Standard SpeHdIfic,otions I I � pal construction as published by the WSDOT and the I APWA, as amended by the City of Edmonds. All grading activity shali'conform to UBC, Chapter 70. . . I � I I . . � . I I � I . . 11 . � . - I - . � I � 2. . These plans,do not repr'esent,the location of all existin I I I . � I �: I I I I I � 9 utilities. it Is the responsibility I , of the controci6r, to confirm the location and depth of existing utilities p , rior to � I excavation. .1 I � . I I ,� I . . . I I � . . . . I . I . . , I . � . � I � , . . . . 1 3.1 The contractor shall be responsible for all safety considerations. during the 'execution of the work including trench shoting'per OSHA specifications and traffic control on I I I existing roads. . I I . I I . � � . � � I . 4. The engineer shall be notified Immediately upon the discovery of I any conflicts or I I discrepancies relative'to these plans. I � . � � . I I - I I I . . . 5. All material used as fill shall be approved pit run grav I - I . i .61 or native material that has been observed ond approved by the en i I . . . . gineer. � . � I � � , I . . I � I � I � . � 6. All structural fill material shall be compacted to, a minimum'of 95% MIDD (under , . � buildings, roads, driveways, walks, parking lots, etc.). This fill shall be Compacted . .during optimum moisture cont' . � ,. ent in lifts not exceeding 12'�. 1 1 � . . . I . I . I . . � 7. Compaction tests shall be ta . ken for all structural fills at the direction of the engineer. . . � .. I . . r . I . . . . .8. All trench backfill material.sh I all be compacted to 95% MDD within roads or 9017, � outside of. traffic areas. . . I . � I I . � . I I � . I . - I � . 9.. Fill slopes shall not exceed 2:1 and cut slopes shall not exceed 2: 1. I . I � I .10. Any rocketies over 6 ft.. in, height shall be designed by an engineer and subject to a . . I special construction inspection. I . I � . I . 1. � I . . I]. All adjacent roads shcill be kept clean and free from mud and debris. Contractor .shall b ' I . e responsible for periodic roadway cleaning. I . I � . . . - � I � . I . . �12. Contractor shalt take. measures to minimize dust g . . ' ' . . enerated by grading activities . Including fre�u6nt watering by on onsite water truck if necessary. I . � I � I I � I I , . . r � I �,-�""�,',��'�,,�,'�i,�,��,,�'�,�""",�',',"�',�,�;,�',�,�',�,�'�,,-,,�,�'�,.,,'��,4.,*�,,�f""","��.'i�','� ,,"'�"','��,"-�',��",'� I - �.: , ,� ,�",', �, : � - 'I, ,,'"':""-,�.',',�,';�,,,��"",�,*,,�,,,,,',""",:--"�,,',, ,,,,,,,-��'t,-�,�,�.-,�.,'�',,.,��,�"""- I ,-;',,',�,�`,��,�` "', -,::..� , � -,��., " � �,;,, " � ��',*-�,. �:.r �' I '� L. I' , _1 11 — I 1. I,. . — I � --- - - .,) " ." . -,-!"'.1, �. " - .� 1. � . � I � � , . -.�., � , I'�!. , ,; � , � � I . 1. � 1, I . � . �. I I -:�� " - , � , ,� -,��, ',� ��: " I . I I UWl1Mt:tVUUN1KAU1QH IS RESPONSIBLE FOR i I '0 I k � . i � 1.L.=,)0V.0U ko I (SEE DETAIL) rv��, Z)) , I -,�Jp , I . I I I I , ,- ,� � ", ", �,",,',"'�',,�,��'j,- ,�',, .�� ,,, � ,��%,,, ,,, " " " , , -,� �,;- ,, ". � � ��,,��-",�,�,,','�"."f;""", " - ,�,,,,�-""",",�"""��,,,�,."-",��-,,,,,.,"-"-,"", ,, ,* � , ,� ,.. I ,,,,, - -,�:--, - - , -��,�,. I ,,, 1 - 1. . . . . I � I ��,,� 4, ",. , :, , ".,. I � ",-,� , ,� -, , ,''-� , "; . 11 . -, , I I I . . ":—,�, �. ;� ""..�,",—, '—'.41— �',','�-:'— ". - I �� - -.1. r I 11 ��,,�,,,'��,:,:.""��,',,�'��lz��, ��, * I . . I . I � � . I EROSION CONTROL AND DRAINAGE I I I !� ,I . . I . I . . I - . . . I � . NOTES. I . :-,,--,��,�""",4'��,�',,�,,��--,-�!"�,,�,',�."",�,,-'�:.',,��,,,"i",�",.�,,,,�,,�.�,'�.,,�-"".*��,.',,'�i�,,�,-,�,-,,�,,,,�:_"�""�l-;�"':",�'.��l.�",�,'��L"�.'��'��',� 1';� " -, ''�;�'�,"��,,�,',:�!"4,�',��""-,�,,:,�.-��,,.-��'�*�,��""�'�"", �,---,:,- ""-'-- " �' , � ,�, , ,, � - �,�',,�,,',,',�,',,'�,,�,,�:o'"', , 1, 1, " �1�,'�_'�.'_�',�'I, -�', -,� ',��--�,,�', ,�:�,�_ �, ",;"� �`i,*I-"`,,�,�;,,�, *1 I . ", , " �,,�'�'.. % 11 . I � " " , -� - I — !4�� . �---'4,.,"�� . , , I -, , �'t`.-,.-',�". ,-,77 ,�� e� , .1. ,*`.' UTTER: SERVICE � INSPECTIONS I I � . I I I 1 05",*x . I . I I . . I I I .-1161:1 I NEW TYPE 2 - 4e CATCH BASIN . . � I I I I I -ec 130 . . . I I , 1. Call Engineering Division 220f�o ,,�, �%,'� ",", ,�', , , ", -� " , , 4,:J;11��,:-,�',,,��'��- ,,�'�`,,,,�� 11L " �';,,'��.I%,":�,� -�`�,�--,,,�11-1 --�',' �- ", ,,:;"",*�'� � , "":', �� I !-1,:";�,,, J,�L�� 1-1,1_1 '- , , , . ',-",�I.d-�,.,! .-: � , , , , I . -, � '11 -,;�.!� , _ � " I , I � �, . � ,"",'l;","'':'_:��1 , _ ''I., 11 . - I F,:.. . IF"', -"'-) ,%, - . . L" 0t , � -, ,. - , . T ; ��!�p . - ;:, . . [ - 11 , U b 9 t: J V N -,� ., :-- WITH PUMP STATION I (771-0 on system r a tigbdine and detenti inspej�tion ,��,', , "I I �,�, "', " -�', " � , -,'-,�, , :�;, -," , " ,� ,',;� �:�;,, -.,;;'�,,,�V��, : �;, , ,,, `��,�'-,. ,�� , �, . 11 , �- �,-"�:11:�,,�",��"-l"�1,1�,'�"-L��,.�,-,,�""�,.',��,:��,,�,�.�,;,�,��-�,-,��"""."-��.��", ,�--,"',:, � -;�-,��;""::"",:"r,�,t,,,'.�,��",��,, , '-:, . ,. ,1r, � -! ,_ r,,�-, `�,- ,. � � - �- - I . - , , , ", . , - �-, �� - �'. I I ,��,�,,�l,:",,�,,!�,�',,�""��.-,�,."",,��,-,, , ", d - �, I , ,,� - � "' `,--, '-�* , - 11 1, ,:,�:,:, �-" , ` -...", .- I'' .71,REQUIRED' "Ill"' . - I i M e 771 M. 0,zOo . . I � � I I C-" A ? �-, �,! �., - ) I I - - 'j") , 8�-r 11 � 44�� - - - 132G : // 5 4/11/ RIM=384.00, .SOLID, LOCKING I.E,=380.40 (13- PVC, N) . . . . . I before backfilling and for final i i . . I . . I inspection.s. . I . 11 � �-,�-�-'�.�,�",;:f��,�",t��,,',,,,"�,� �:�- "�, "":, � , � -- -� , ,,�; �:!,�-,!,,�,;, ,�,�"--, � � -,�r-,, - ',�'��'-,'��- - -,�,`-`�i'' "-,�?-,:�', - - :, ',,`� �- I" ��, ,�, � �%- � " � - , ':',,','��,,'-��,- ...CALL � � , "-,"', !��" , � ,,�?:. :' :' ' ' , - . - , � , , -:, I .� , " . . 11 " - - 111-1-1 - I �:!11,111 'r - 11 j�- � � 11 � I . " * , , 11., ,� , �- I . . . � .,� . . , -,� , - - , - -, , ". "�",.,�""",,�,,,',,"�,.,,,,,�,,��""�""-�,;,:�;",,,, "� � I I . -- I NOTE: . . (SEE DETAIL) . I . I I I � I .1 . I I . I 11" � , , , n , ,,,-- -'l.'. , `�,;�,;.`-'- - 1!'..1-'- , , � `:�,', �'�, ��`i:`�� , - �,, ,; , , , ",:�: I ,�"�.-,�:�r:,�-,��:"',',",'!,"''��,".,, -� ' , , " "' " 1: "L"% ��:�� .� "I ",:,�",�"4!,..--�,:;,�'.;",, 1, ,�,�-�11 "k - --� I � 11 I � ,_� I I ,,, - , , I I � I I � �, _ ,'' � � ,.: " .,� � "': " I r I - I - , , I - , : , I "., 1, . . I I I I . I . ,, r. I � I ��- 4 " ' " 'r . � I � � . � �� , � , , :!�'. J. " . . 1. I I . I - � -� I " ,� .. . .1 . I . � I � P � -- - rl' - - . j� . � . � . � ,� I I , . . � . . . I I . � . I I I . LOC.ATI ON OF WATER MAINS AND OTHER UTILITIES, UNLESS . . . I I I I I - 1 2, Re-Tonsibility for opem6ort and maintenance of draiD2-C SyStCMS On priVlltt property is t,�c * I lb . . � � I . . I I . . � I � `- - 42-0,5Zk9 . i RECEIVED I . ; � " , , ��` �,, �:,, � �� . ,�� - . , ,i� �,—'. I - I . I � I F , , , �)� ,�, - ., I ,�, - , - , , , . . I 11 . I I I � - �, - -�,'��,! ---J:�.,',, ,-;�- ".., -, 1 - - - - - -, �' ,-, , - , I * . I pons bil ty of the property ownex. Mat - must be flu FEB Z 1 2001 , , , " � - - , I �� , . I - I 11 SHOWN WITH VISIBLE SURFACE APPURTENANCES, ARE BURIED. erial accumulatc,d in, the storage,pipe, `�:-",:'r��--"�:- � , , , '"�".,��'I'll�,,�.',:,�',�-,�,,,,�".",�"""��", �, ,,, , �_ . , '' I . � � res I I , - - � � �": ', �, " �, , - . �- � , I I I I shed �,;"-"�,�-,��:,:""��,,��:�,;-',, -,-'��)-`-� "� -�--�,-,,,,- , ,, .-: , , - I '1� ` , I - 1. I . I . � . I I I . . I . . . NORTH , " , , , 11 ".. . I I . � � , "' , ''I., - � - -, �!- --,� , - ,�, I . ,��,,,��,'��,,',--,.-,,�'�,,�":,�,,��.,,,�,",�:'', �,� I �:."�,�,,-�,,:�:, �� .- � . , - , I - � . OW proper operation.. Ile outlet control orifice. , - � , , ,-`�. I , I I � �. �, . "" . � , ''. � . , I , �--�, .7EMP RARY CONSTRUCTION ENTRANCE (PER DETAIL) - I I . ". � ,,, �,-,-` � MK , , CONTACT CITY FOR LOCATION OF SIDE SEWER - - -,� '. " , , - � �,�, - �,�`-'�vi�'111'-�, � � �. ", � , ., " ERE TAKEN FROM AVAILABLE PUBLIC out and removed from the catch basinsto all - '. ,�� ": , , 1,�-��:,--- . ,,,,��'- ,�� I, �, `-.1"e" , , , -, I � , .',:� 6, , I I � � ,�.,', ,,� , , -.1 , , - I I I . � I PERMIT COUNTER �: 1-11'.1-:1- �� .. , , , , , , ,�. ,, , �'.;;��Z"'-' --'� �: , I � � I � STUB AND OBTAIN SIDE SEWER PERMIT Most -\ 0 - I SCALE: 1 " = 20' - -11;-;,� - - �;��' �, � - -, "- , , . � � . - 4Qtt Dfe" * ot�g -k,mes- .. - - , ", , , ", '�., , , - . . - - "': �`��`�, ,� ��--- ,'� �, �,,� ,,, "', � , - �,. ,� ,.., .. p 1. � I I . . RECORDS AND THEREF RE LOCATION OF SUCH ARE ONLY �e , �, �'-, ", - " " . "',,,,� � � � ': , , ; , , " I : - 1: � . 1, � . .1 �1 - 1. . I 1, . � �-,-� .""',- , - � - - '�� 1�' 0 I ". 1, .11 I I I I I I I 11 . I I I . I I . . , , '', - � . : . 11 , - - -', - —� � ��',:` '�,' �� ."L� "�� '� "" ' �.� I . I I . '', — " , . , , , I . , , , - , , ,� , � � -'��:- � , ". , - ! 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Material must. be removed'from the catch basins and detention pipe:.to prevent clogging,, I � I . . . I I especially at the o , utlet control, system. Catch basins should be cleaned at least m,ice per y I ear. Frequent catch basi.1i cleaning Nvill.'reduce the need for the more difficult task. of'.cleani.ng. the . � I . I . I detention pipe.. Tbe. system should be kept clean during construction. Material must be . . � I . � . Physically removed and not just flushed downstream.. . . .� I I I I . . I 1�� . BENCH MARK SANITARY SEWER MH NO. AT INTERSECTION OF 80TH AVE W AND 190TH ST SW INVERT ELEV=373.00' I . � CITY OF EDMONDS DATUM . . . � I I . I I 11. I . . . I , I � I . I � . I . � � I I . . I . I I . 11 . I I I . () � I I I I . � � . . . - I I � I . � I � I I 11 I I I I � . � I . I , I I - I . . � I . . I � . . I . �. . . . . % I � 1. . I . Z. . � I I . I . I . . . I e . I I � -. I . - 1� . . . I I � I . . . I . . W. (1) (.) V- tv) 1.0 � � I - I . I . � .. 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(/) . 1-- (/) 0c) I 0) n n 6 Z! .�, (/) Qr L�6, -r- �" - L0 "Z� -'4,, Lid 4i Lo � (0 i Z 8 \- ::� oo T- C) � (N W \- (f) (J Z� . C) . :;�, . - I Z I Q I-1 ,q" I�-- . Lr) %- CN 1�j o Z (,�) :�i Q) z; Z Q) U) z Q Lij ,:.: .0 !-� QL- Lj_ (5 Z < OD ��- Q- a- < I 1-- �- (J DATE: � . 2/9/01 SCALE: . 1 is ='20' DESIGN BY-.- JJJ DIRWN. BY: iii APP. BY - JOB No. . SHEET 1 I I I OF � 1 a4, -7 le,,-55-146 RSCSIVSD FEB 2 7 2001 PERMIT COUNTER I� , ", - " d�, � , , ":-" � .� I , - `�', ,,, i , �` �,�- , " `1�z:"", , ,, �,��, ", ,� *� , � . 1 , %. , , `:�`:",,,,�� :,, , �, -, � � , , �� , ."; : � :,. ",", , ,,;,f ""', �� !,.�� . � , , � " ,; , - '�, , �,�:, 4, ,,, . 11 � " �, , , , , ""j", ';,,�.�"':"�:�) '_ � , - - -, ]"""'�,,,�,�,,,',,',�,',,,�,,,��-, -��i,; I I ", � � ., .,:, -, 11 _� , 7� - � I � , , - " � , , _ - " I .�., � , . , , , , . � . , , � 11 - 1. � _� , , �,! , � I I . � . . - . , , 1 , .1, " :, - - .; . , , , , : , � " I ,w , ., � � :�,.. 1, ,., , , . . � , . I � . I . . . 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I , , -1 I . . 196TH ST SW . . . I I I ,W . (.) N) 0.'r, 10) � Lf) tn , � . : � , � � , , � � � � . , - I � � . �. � . ��_. , . I � I I 1. I I . ,,, __._._____ . I ====M=== . I . � . . . �� . . . , I I I I -, � � Q) I[:L In I .z I Q) - ',� (Z) 1 I � '". q I , . . ,� . . , , - % I :i " ,.,.; . � I � , I " I . I . 4 1 , I . . I I I I ., I � I I I . . . viczNrry " * . I � 00 0 I -;.j it) I � 0) M 147 0. 1.0 , I . � � I , � � � , . - I I : - I . . I I - . , : , I : 2 . , I . . . I I . � � I - NO SCALE I . . . . I . 1 . 0 0 (N I I R � Lf) 00 ,-Is . I - � , ': . I I I I I I . , I I I " .. . . � "I .1 , - I - . � . . . I I I 1� . I � I . I � I � I z _4_1 N I - N.� �n (r) , . � , I . � . 1. I . � . 1.1, . I I ,� I I � � . I � . I � W 1+�J :I I. I . I I � I . 1� I'll L, I I � . I , � 1. 1. 1� I I " . . . � � . I I � I ,'. � () 1.4�; 0 I U) C: �;Z- I (S z � 11 � �.-". � . I I � - . . � � � . I , 1. , � I . � j I -1 I � . . . . . I . � I � I . I � Q) : 4) I (D) �< C� X - � - 1+ I + I I � '. I - � I . I 1. I z "I 1, I - . I IXGAL DESCRIPTI01V .. � � 14t , r1% W "q_ I Z �! ' � - - , I - L . I . , . - � I.. . . THE WEST 102 FEET OF LOT 4 AND THE WEST 102.FEET OF THE SOUTH I 0) CL I �. . I , - . I . , � , .11 I., � . . 43.9 FEET OF LOT 3, FRED A. FISHER ACRES TRACTS, ACCORDING TOTHE - 0 I . I I I � - � � I I . I � . . � ".. I I . PLAT THE'REOF, RECORDED IN VOLUME 11 OF PLATS,. PAGE 59, RECORDS OF - W . , . . 11 _. 1�. I 11 . I I .11 : SNOHOMISH COUNTY, WASHINGTON � � I . I .. .1 � ,. � I I I � , I 1, . . I . I I � . I I � � I . . I I I . (Z . I q < � I z I I � . I I . � I I , 11 � I � . . . . . I SITUATE IN THE COUNTY. OF SNOHOMISH, STATE OF WASHINGTON. . I --) � I a. 6 . - . . I �. � f. : - � I I . I I I � I , I I _. � . � I I . I . I . � . I � � . ,. - I 1. . . I I I . - . . I I . . I � . I I I I % I I - I **014. .*,. `Oos. . , n I IL .. I I . . 1. 1. 'I'l-. * . I , I � I . I 141r� FEHMIT COUNTER I � I I . I � I 1. . I . , DESIGN BY. iii I . � . I SANITARY SEWER MH NO, DRWN. BY: iii � I � . AT INTERSECTION OF 80TH AVE W AND 190TH ST SW . . I I I , . INVERT ELEV=373.00' APP.'BY- . . � I I - CIT,Y OF EDMONDS DATUM JOB No. I I I I . . . . . I . I I I I I I SHEET . 1 1 1 I � � I I . - OF 1 1 . I . I . . � I I I - I � . , . I I --\ av ga4w REcElvED FEB 2 7 2001 PERMIT COUNTER NE 1/4, SE 1/4, SECTION 18, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SIERRA HEIGHT CALCULATIONS: EXISTING ELEVATIONS: NW CORNER: 385.5 SW CORNER: 383.7 .NE CORNER: 382.8 SE CORNER: 382.7 AVERAGE CORNER ELEV. 383.68 MAK ALLOWABLE. ELEV. OF HOUSE: 383.6 DESIGN ELEV. OF HOUSE: 383.5 + 24.98 T -AURUS ENGINEERING SERVICEc- SURVEYING * -ENGINEERING * TECHNICAL SERVI= 1020 108TH AVE NE SUITE 212 BELLEVUE, WA 98004 TEL: (425) 462-730� REVISIONS: > Ld < < 00 00 00 NORTH 190TH ST SW SIERRA PARK z < LYNNWOOD 191ST PL SW EDMONDS 192ND ST SW PROJECT SITE z 192ND PL SW W 196TH ST SW Q) Lo w Z) Lr) 't-_ Q) *-- Z C) VICINrlY AfAP NO SCALE C) co CN n ------------------------------------------------------------------------------------- z Lo W co W LEGAL DESCRIPTION w < w THE WEST 102 FEET OF LOT 4 AND THE WEST 102 FEET OF THE SOUTH z 43.9 FEET OF LOT 3, FRED A. FISHER ACRES TRACTS, ACCORDING TO THE z W PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 59, RECORDS OF SNOHOMISH COUNTY, WASHINGTON PLATTED LOT LINE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ---------------------------- -------------------------------------------------- C) Lu or: Sl TE DATA LOT AREA:- 10,997.64 SF z 0.252 ACRES CL C/) HOUSE FOOTPRINT AREA: 2046 SF DRIVEWAY AREA: 945 SF DECKS AND WALKS: 242 SF Q) TOTAL IMPERVIOUS AREA: 3233 SF :�il 00 LOT COVERAGE- 28.6% w 0 ------------ ---------------------------------------------------------------------- ZONING: RS-8 SOIL TYPE: SANDY LOAM Rl A V L A E 19 (�) Flp ok I t_� Gn" 44 \�1_15 3 - Cl.)T 1-�D PILt- ER MAINS AND OTHER UTILITIES, UNLESS LE SURFACE APPURTENANCES, ARE BURIED D WERE TAKEN FROM AVAILABLE PUBLIC -REFORE LOCATION OF SUCH ARE ONLY p� Lij z L'i Lr) FEB -1 oo C) pSEHVICES CTR. w r-"% �R' F Or NORTH DATE: 2/9/01 SCALE: 1 20' SCALE: 1 1# 200 _Q� BENCH MARK - DESIGN BY: SANITARY SEWER MH NO. AT INTERSECTION OF 80TH AVE W AND 190TH ST SW DRWN. BY: INVERT ELEV=373.00' APP. BY: CITY OF EDMONDS DATUM JOB'No. SHEET OF FES !)EVELW� UIT cl-1-Y OF