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1565 9TH AVE N.PDF1565 9TH AVE N • • ADDRESS: 11-5 J / `§I V6 A TAX ACCOUNT/PARCEL NUMBER - BUILDING PERMIT (NEW STRUCTURE): MQ20173 COVENANTS (RECORDED) CRITICAL AREAS:— DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE:. q&,34 LOT: (AB) _ BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED OTHER: L:\TEMP\DS'rs\Fomis\Suwt File Checklist.doc IMPERVIOUS SURFACE CALCULATIONS Footprint of Male House 1of 219.70 max elevation / / Footprint of Garage 175 75 of �''T�KK{ � Hardscope Patios 880 of Drlvaway and Parking 3400 at TOTAL IMPERVIOUS 8604 of TOTAL LOT AREA 33,351 of LOT COVERAGE 2e% 196.73 (Ma Na..eb ti Rau. 35%) . Lot slope: 8% 190.61 FFL __.--- 184 -------' 194.70 Average Height Site Section 15 Ex MH Datum= 189.97 r 190 Caruso Residence HEIGHT CALCULATION (PoMr t"ed on Sin Pim) Point A = 190.61 Point B = 193.29 Point C = 198.15 Point D = 196.73 A + B + C + D = 778.78 / 4 = 194.70 Average Height 194.70 + 25.00 = 219.70 max elevation Covered Patio Area = 420 at each aide Total 840 61 / n ..o ZSs.ej-` 1s7s Proposed Caruso Residence 1565 9s' Avenue North Edmonds, WA, Design Sketch 02 Site Plan APPROVED 8Y PLANNI G � L SITE DEVELOPMENT Site Address - Taff Parcel Number Lot She: DATA 1565 Se Avenue North 27031300300500 33,351 of m Zone RS12 7 201 Setbacks: Flom street 25' U abey&&. 10 r Maximum Rau 25' L C �� Lot Coverage: 35% a Developed Areas: Wn Dwaanp l• Fbor. 314E ` C Wtn Dwa@re a R-1108 Q : amlor■d 4857 Oaepe ( umeaw l, 1175 C dd . Gaspe: g TOTALLeval �91100 1C .o Driveway 12' wide \ I RECEIVED DEVELOPMENT SERVICES CTR, CITY OF EDMONDS e Z d c m Q In r CITY CLERIC CONFORMED COPY CITY OF EDMONDS 121 5TH AVENUE NO. 200204150810 EDMONDS, WA 98020 .04 / 15 / 2002 03 :18 PM Snohomish P.0002 RECORDED County STATEMENT ON ACCESSORY DWELLING UNITS. Property Address: 15&5 - 971-1� �-t/p Edmonds, Washington I I�aZO Legal Description: LO7" 3 t sFc �3 a -7 N 9 IVE' Assessor's Parcel Number: Z703 t cnc ' I have read the requirements for accessory dwelling units contained in Chapter 20.21 of the Edmonds Community Development Code (ECDC) and understand that an accessory dwelling wait as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit Permit is approved. I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all the criteria in Chapter 20.21 are met, and all the necessary items are. submitted, including an affidavit of occupancy and a covenant to be filed with the Snohomish County regarding the regulations imposed on Accessoo Dwelling Ug,i.(s. Property Owner Signature: Property Owner Name (printed): Date: •'Y/oz STATE OF WASHINGTON ) COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that �Z VC C-4y signed this instrument and acknowledge it to be his/her free and voluntary act for the uses and purposes mentioned in this instrument. Notary's pressure seals must be smudged. Dated: a rA Gr z.vo 2 r..: WS H EySignature of '� , •��oN F.9 Notary Public �~� i a0 fAFiY �'N": �0 4 Residing at: /T_-r� .-,.i. &-i-, p -z c✓j4 p10 My Appointment j LL / U7L� Expires: 19 9- THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR. ADUstatement.doc AGGREGATE LEGAL DESCRIPTION LOT 1- AND TRACT B. CITY OF EDMONDS SHORT SUBDIVISION NQ 5-98-34, AS RECORDED UNDER AUDITOR'S FILE NO. 199907155002. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. ALSO, LOT 2. CITY OF�EDMONDS BOUNDARY LINE ADJUSTMENT NO. LL--2000-37, AS RECORDED UNDER AUDITORS FILE NO. 200004245001. RECORDS OF SNOHOMISH COUNTY. WASHINGTON. (ALL BEING A PORTION OF GOVERNMENT LOTS 3 AND 4 IN SECTION 13. TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.) 46 08-Jan-2002 SCS Weighted averagg .'Live number calculations 4325CN.wk4 09:17 AM CARUSO RESIDENCE SCS Hydrologic Soils type:— Basins Basin 2 TOTAL Basin area. sf. 33,351 0 0 Basin areaacres: n 77 ono 000 Existing conditions (in square feet) Assumptions: Undisturbed forest land Second growth forest Meadow or pasture Grass, > 75% coverage Dirt road/parking lot Gravel road/parking lot Grass, > 50% coverage Orchard with crop cover Cultivated land Impervious Open water Total Weighted CN for each basin: CN: 76 81 0 0 CN: 76 (0) / 81 0 �/ 85 86 32,931 0 85 0 86 0 87 89 0 0 87 0 89 0 90 92 0 0 90 0 92 0 94 98 0 420 94 0 98 0 100 0 100 0 E k V Ei 0 0 DEVELOPMENT SERVICES C T R. 0 CITY OF ECMONN' 0 0 0 0 'S� &T 0 0 0 85.2 ................. ERR Pervious: Area, acres: 0.76 0.00 Weighted CN:. 85.0 """""" — 'Impervious: Area, acres: 0.01 0.00 Percent impervious area: 1.3% 0.0% Basinl Basin 2 Future conditions Total AC: 0.77 0.00 Total sf: 33,351 0 Assumptions: CN: CN: Undisturbed forest land 76 0 76 (0) Second growth forest 81 0 81 0 Meadow or pasture 85 0 85 0 Grass, > 75% coverage 86 23,492 86 0 Dirt road/parking lots 87 0 87 0 Gravel road/parking lot 89 0 89 0 Grass, > 50% coverage 90 0 90 0 Orchard with crop cover 92 0 92 0 Cultivated land 94 / 0 94 0 Impervious 98 V 9,859 98 0 Other ipervious 0 LF of road/sidewalk 0 0 Avg. Width of road/sidewalk 0 No. of housestlots 1 0 Housetlot impervious 9,859 Open water (Detention 100 0 100 ERR Pond) 85.0 0.01 ERR - S 2 L Total 0.00 ) 0 ¢� v/lC�✓ iy a 1 C, (0) 0 �. re 5 rJ 1 �' ✓1 } 0 o 0 0 0 0 0 0 l Y/ M J)F_'F 1 T10AJ C#S 08-Jan-2002 SCS Weighted average curve number calculations y 4325CN.wk4 09:17 AM CARUSO RESIDENCE SCS Hydrologic Soils type: — Basins Basin 2 TOTAL Basin area, sf: 33,351 0 0 Basin area, acres: 0.77 0.00 0.00 Eudsting conditions (in square feet) Assumptions: CN: CN: Undisturbed forest land 76 0 76 (0) 0 Second growth forest 81 0 81 0 0 Meadow or pasture 85 32,931 85 0 0' Grass, > 75% coverage 86 0 86 0 0 Dirt road/parking lot87 0 87 0 0 ]AN � 8 Gravel road/parkingng lot 89 0 89 0 0 Grass, > 50% coverage 90 0 90 0 0 Orchard with crop cover 92 0 92 0 0 DE�ELOPMF NT mperyoCultivated land 8 420 98 0 0 CI n' OF E MONDSS CTR• Open water 100 0 100 0 0 Total Weighted CN for each basin: 85.2 """"""""" ERR Pervious: Area, acres: 0.76 0.00 85.0 Weighted CN: 85.0 """""85.0 Impervious: Neer Area, acres: 0.01 0.00 0.01 /B Percent impervious area: 1.3% 0.0% ERR Basinl Basin 2 Total Future conditions Total AC: 0.77 0.00 0.00 Total sf: 33,351 0 0 Assumptions: CN: CN: Undisturbed forest land 76 0 76 (0) (0) Second growth forest 81 0 81 0 0 Meadow or pasture 85 0 85 0 0 Grass, > 75% coverage 86 23,492 86 0 0 Dirt road/parking lots 87 0 87 0 0 Gravel road/parking lot 89 0 89 0 0 Grass, > 50% coverage 90 0 90 0 0 Orchard with crop cover 92 0 92 0 0 Cultivated land 94 0 94 0 0 Impervious 98 9,859 98 0 0 Other ipervious 0 0 LF of road/sidewalk 0 0 0 Avg. Width of road/sidewalk 0 0 No. of housesilots 1 0 HouseAot impervious 9,859 0 _ Open water (Detention 100 0 100 ERR tl. Pond) �• ILI O CV 0 Ln Q 0 m a� O CD 3 'O O I LO 3 BUILDING-5.976 SF PAVING-4.148 SF TOTAL-10.124 SF 217 r- I FFL- 184 ---- — 187 ��•• h I ZI, / Exis' � \^f REYOVj v 1-0 1+aw 196 Site Section ,� 10 to -' \ Proposed Caruso Residence 1565 9t' Avenue North Edmonds. WA - ,!�z. Design Sketch-42 Site Plan Kel E O 3 0 a 66 C1 Manning Architecture + Planning G:\3785\dwg\3785PO-I.dwg Tue Dec 18 10: 42: 12 2001 I -fir- r ps.M_�_.�- J _CF --N rA 279 I Snohomish County Area. Washington TABLE IS.--4ATER FEATURES ["Flooding" and "water table" and terns such as •rare." "apparent, and "perched" are explained in the text. The symbol < weans less than; > "aeans x re than. Absence of an entry indicates that the feature is not a concern] oo nR g water { a e Soil name and :Hydrologic; I , MaD Symbol group Frequency Duration Months 1 Depth Kind 1 2, 3-----------------1 C :None------------! --- : --- .5-3.0 :Perched : Jan -a Alderwood 4#: , 1 Alderwood--------------! C ;None------------! --- --- 1.5-3.0 ;Perched : Jan -A Everett ---------------- 1 A :None------------: --- --- >6.0 --- --- 50, 6 0. , Alderwood--------------1 C ;None------------, --- -- : 1.5-3.0 :Perched ; Jan-m : Urban land. T----------------------- 1 C :None ------------ 1 --- : Oct -Jun : .1-1.0 :apparent : Oct-. Bellingham 1 � I 8-----------------------1 0 q q Oct -Jun I I -1-1.J , :apparent Oct-.; Bellingham Variant , , I 9, 10, 11 --------------- 1 C :None------------: --- --- >6.J --- --- Cathcart 120. Cryohemists I I 13----------------------: C I I :None------------; I --- --- I 1 0-1.0 + !Apparent : Nov-;+ Custer I + 14----------------------1 C 'None ___ .5-3 ;Perched Nov-.. Elwell 15e: Elwell ----------------- 1 C :None ------------ 1 --- --- 1.5-3.0 !Perched : Nov-.. Olomount---------------! C !None------------! --- : --- ; 1.5-3.5 !Perched 1 Nov-;, 16 Elwell ----------------- 1 C !None------------! --- ! --- 1.5-3.0 :Perched 1 Nov-.: Olomount --------------- 1 C :None------------: --- ; -- 1.5-3.5 !Perched Nov-r Rock outcrop. 17, 18, 19--------------, A :None------------ --- : --- : >6.0 , Everett 20 Fluvaquents 21----------------------: C !None------------; ---• : --- : 1.5-3.0 ;Perched ! Dec-, Getchell 22*: Getchell---------------: C !None------------; ---• --- I 1.5-3.0 'Perched 1 Dec-,, , C :None------------! ---• ! --- I : 1.5-3.0 !Perched ' Nov-), 23•: + Getchell--------------- 1 C 1 !None------------! ---- ! --- 1.5-3.0 ! !Perched 1 Dec-r See footnote at end of table. i V& 4 $� 47I 124 123 2C� 122 V Q-1 8LGA W CDInA%' HA B PORT STANLEY MT, VER r INC- 40 ErVOE; RE'TT 40 15 45 50 SD 2 It ®r, 5 45 \� c�2�'' h.�:. , sue._. �,� _ ':� �a i. �_ T 40 20 3 TACOMA,--\� 315 —j ABERDEEN A -7— 7 o CENTRAI i :7. J _mac 77 E 3 -4 2-YEAR 24-H UR -10- ISOPLUVII-S OF 2-YEAR 24-P.0JR: A ,Ncou\, . I , , , - 2 PREMPITATIO I K T E K T H S IQ' F AK I K H . �v KNUAL 124 USBA-SCS-MATKMALCARTOGRAP"tCCENTER rT.WOR7m.TX..1936 123 122 124 123 122 49 _ BE rQ / OLGAr 1O t —0 1 FRIDAY HARBOR PORT STANLEY 5\ 29 MT. VER 20 T11.5 17.5 � (� �'x01548 EVERE771 TT 70 .25 75 SEATTL'' ,, F-7 Ila 50� ' o�y%`i S45 C �- 'i 40 TACOMA ^0� 47 ABERDEEN #E)R,4 �.. •-CENTRAL�3i; •ram\1 C�,- -: .- -. :-�` �\`r''-:u' - - ="7. 1� i� t 57 40 _ — 1-4 AR 24- tOUP F KL.,,{PI T KT (ult —34— ISOPLUV i .LS OF iv-` E,P 24-HJIIR 3G�ANCOUVE4,— z _ PP,ECIPITATIOK IN TENTPS uF 1.h ft;CH HNUAL �,ya 124 123 122 USDA-SCS-NATONAI CARTOGRAPHIC CENTER, CT. WORTH, TX.-19S6 49 70 N�E85 75 � 48 �., ,I 47 124 123 122 Fn rn 4 BFLIiIr.NH '% CZ'r...I air ,3 ✓ OLGA� FRIDAY HARBOR PORT STANLEY MT. VER =; 30 _T l- C to VER ETT ��` tz s^yta 90 log 10 SEA TTL =� 46 Eo \_ i EO 100 ,� '5—�j �(� T'ACOMA ABERDEEN- _ �CENTRALIA` EO M+. y GRi'Y1&! y;i� \�..'45 55 LLON 46 100-YEAR 24- OUR r^E^c n�L<IRf I �. i [tat —34— ISOPLUVIA S OF 100 -YEAR 2ithOUR VANCOU!'E PRECIPITATION IN TEKT„S OF 'IF,IKOn ( E, 124 USDA•SCS-NATIONAL CARTOGRAPHIC CENTER. FT. WORTH. TX..t 996 123 122 ILSave" IW 0 LEe Prnt�-3JSCS RAT Edit :Plo ;, 1pReedi Py��wJ ¢¢�7tfO7out� rav ".' �. ,k',i5a IFL.::r,.1 _ +_.t�S.`sLT-.i'?ai`'7#,•�it&r"JiP,'�ir%s -_. - . iPeak flow sc �.; 029 486 2YR EX COND.. 2 SBUH 0.14 6 480 0.061 10 10YR EX. COND. 3 SBUH 0.26 6 480 0.102 100 100YR EX. COND. i 4 SBUH 0.04 6 480 0.022 2 2YR DEV. COND. PERV `•�' 5 SBUH 0.11 6 480 0.045 10 10YR DEV. COND. (PER s" 6 SBUH 0.20 6 480 0.074 100 2YR DEV. COND. PERV s•'•, " t;s 7 SBUH 0.02 6 480 0.009 2 2YR DEV. COND. IMPERV ks 8 SBUH 0.05 6 480 0.019 10 10YR DEV. COND. IMPERV F r 9 SBUH 0.09 1 6 480 0.032 100 100YR DEV. COND. IMPER 1 10 Combine 0.07 6 480 0.031 2 4 + 7 COMBINE 4AND 7 U 11 Combine 0.16 6 480 0.064 10 5 + 8 COMBINE 5AND B 12 Combine 13 Reservoir 0.29 6 0.03 6 480 0.106 582 0.031 100 2 6 + 9 10 185.02 253 COMBINE SAND 9 ' °<.r?;:;;• 14 Reservoir 0.14 6 492 0.064 10 11 185.35 297 k 15 Reservoir 0.28 6 486 0.106 100 12 185.98 352 18'a 19 21! 22 23 24 25 26Mu J 27 28 ` f, }. 29 30 31 '-` 32 34 ! 35 J A r . S^'s < `L* i'-' '31• L j_ k l C i �,�•. � �} may[ ,�,,� ` t ` t1 i Y{'" t:. t.an-s r A . i *�+� R' y :1 r`1%1- �`�ir�": irY .i '.t :dfc,?;1-`• .§v .�i.>?�Sixrr' n?':k ':ri�rF„tiAs .;. t�. ie � ' IDF��.fde�E1/T�F '�`- �COS;fde� t�.E �DS�� �H�� a���16 ; ��> •'�'� " i,� �Prq.�`fi�ec�,�6PVyl ��'�` t Y uY t �,'t. �` J.1aP�J'�''�r�lrj:♦�l'4y.Sx i + ^> 4 �!e ,�S.,l �''•lf. "J rl l��, d�7(i� 4 -�`� S r4. 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'w'`� � ^..'t Y, 'S.. � ,y, t5y a � r5 tl. . r . 1 a A * r v .R �+ I �l�+a-�c ♦ �' f f ' � ? yr �.. ` a•r t i'r r + h wil, i �t�* b °s f! • ] T .� � 1 .• t/) gip} iy� ('f �t - 1 i4.sY d'SdK' '� v�. �,• 4 .'knK t �', !• M .i I I I' 4'... t r.l"• f # �i�y�•rr�j,=,t -;�. - �_ ^'.� ;y�'s.:y �--^ �;.�.��;- �� .;- r^r,*R_�Y 4 �it'�`i"';�-"> `i'S'iu;�. •�' �C I�y , - i•1F'T# sFt ..y �'wd gs Rr +t 1'tom r- >i zf-•,,;, Jj5 `F' �Eyft $ � C� �PRIA1, fime Time to Re Maximum Maximum y H Volume Inflow al I I ' Istorage No. type (origin) (cfsI > 1 SBUH 0.05 6 466 0-029 2 2YR EX. COND. 2 SBUH 0.14 6 480 0.061 10 10YR EX. COND. = 3 SBUH 0.26 6 480 0.102 100 100YR EX. COND. "• .,,,-. 4 SBUH 0.04 6 480 0-022 2 2YR DEV. COND. PERV) d 5 SBUH 0.11 6 480 0.045 10 10YR DEV. COND. PERV 6 SBUH 0.20 6 480 0.074 100 2YR DEV. COND. (PERV) cal ihFw 7 SBUH 0.02 6 400 0.009 2 2YR DEV. COND. (IMPERV) +' it B SBUH 0.05 6 480 0.019 10 10YR DEV. COND. IMPERVs,' , 9 SBUH 0.09 6 480 0.032 100 100YR DEV. COND. (IMPERV)'' a 10 Combine 0.07 6 480 0.031 2 4 + 7 COMBINE 4 AND 7 :. 11 Combine 0.16 6 480 0.064 10 5 + 8 COMBINE 5AND 8 y;'. jti F:4 ;�y 12 Combine 0.29 6 480 0.106 100 6 + 9 T COMBINE SAND 9 :: 13 Reservoir 0.03 6 606 0.031 2 10 184.81 290 ROUTE 10 TO PIPE x 14 Reservoir 0.14 6 486 0.064 10 11 184.37 204 ROUTE 11 TO PIPE 15 Reservoir 0.25 6 492 0.106 100 12 184.81 290 ROUTE 12 TO PIPE 17 a rt '19E4` 20 a 21 ' 22 23 y.. 24 25 E 26 4 f 27 28_ a : Via 29 • gin' 30 •�, ^�.e 31 32 ai 34: 35 f: { �sjvcSry NAL J y v i a ' i p(� �€ j e ey, �}. , r q _ �'�! Km��.., �.53;}it �-���. '�., �.£w .tt !'MI M �R -:~�a�'�; 7; .�V'•`7.:-���i? +�'''SG r.:i'i4Ei �... :.)1.'titi.: l'�: t u ,:� A—MIN �'i:•. �iz l�� �• _Y,ti, d 'if k.r... 7�'E 0`�/ ��.! � .�'v+.1!& i ix'.w.' s'.'i� ah'k+ti'.a 11}� ,md_ Reservoir Report Page 1 Reservoir No. 1 STORAGE PIPE Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] ICI Rise (in) = 6 1 3 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 6 1 3 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 1 1 1 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 183.00 183.00 184.02 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 25.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.50 0.00 0.00 N-Value = .012 .012 .012 Orif. Coeff. = 0.62 0.62 0.62 Multi -Stage = - Yes Yes Tailwater Elevation = 0.00 ft Note: All outflows have been anayzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 183.00 0.00 0.00 0.00 - - - 0.00 0.0 02 183.03 0.12 0.00 0.00 - - - 0.00 0.1 05 183.06 0.17 0.00 0.00 - - - 0.00 0.1 07 183.09 0.21 0.00 0.00 - - --- 0.00 0.1 10 183.12 0.24 0.00 0.00 - -- -- 0.00 0.2 12 183.15 0.27 0.00 0.00 -- -- - 0.00 0.2 14 183.18 0.29 0.00 0.00 -- -- - 0.00 0.2 17 183.21 0.31 0.00 0.00 -- -- - 0.00 0.2 19 183.24 0.34 0.00 0.00 -- -- - 0.00 0.3 22 183.27 0.36 0.00 0.00 -- - - 0.00 0.3 24 183.30 0.38 0.00 0.00 -- - - 0.00 0.3 28 183.33 0.40 0.00 0.00 - - 0.00 0.4 32 183.36 0.41 0.00 0.00 - - - 0.00 0.4 36 183.39 0.43 0.00 0.00 - - - 0.00 0.4 40 183.42 0.45 0.00 0.00 - - - 0.00 0.4 45 183.45 0.46 0.00 0.00 - - - 0.00 0.5 49 183.48 0.48 0.00 0.00 - - - 0.00 0.5 53 183.51 0.50 0.00 0.00 - - - 0.00 0.5 57 183.54 0.53 0.00 0.00 -- - - 0.00 0.6 61 183.57 0.55 0.01 0.00 -- - - 0.01 0.6 65 183.60 0.58 0.01 0.00 -- - - 0.01 0.6 70 183.63 0.60 0.01 0.00 -- - -- 0.01 0.7 75 183.66 0.63 0.01 0.00 --- -- -- 0.01 0.7 80 183.69 0.65 0.01 0.00 -- - - 0.01 0.7 85 183.72 0.67 0.01 0.00 -- - - 0.01 0.7 90 183.75 0.69 0.01 0.00 -- - - 0.01 Continues on next page... - STORAGE PIPE Page 2 Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.8 96 183.78 0.71 0.01 0.00 - - - 0.01 0.8 101 183.81 0.73 0.01 0.00 - - - 0.01 0.8 106 183.84 0.75 0.01 0.00 - - - 0.01 0.9 111 183.87 0.77 0.01 0.00 -• - - 0.01 0.9 116 183.90 0.79 0.01 0.00 - - - 0.01 0.9 122 183.93 0.81 0.01 0.00 - - - 0.01 1.0 127 183.96 0.82 0.01 0.00 - - - 0.01 1.0 133 183.99 0.84 0.01 0.00 -• - - 0.01 1.0 138 184.02 0.86 0.01 0.00 -• - - 0.01 1.0 144 184.05 0.87 0.01 0.04 -• - - 0.04 1.1 149 184.08 0.89 0.01 0.05 - - - 0.06 1.1 155 184.11 0.91 0.01 0.06 - - - 0.07 1.1 160 184.14 0.92 0.01 0.07 - - - 0.08 1.2 166 184.17 0.94 0.01 0.08 -• - - 0.09 1.2 171 184.20 0.95 0.01 0.09 -• - - 0.10 1.2 177 184.23 0.97 0.01 0.10 - - - 0.10 1.3 183 184.26 0.98 0.01 0.10 - - -- 0.11 1.3 189 184.29 1.00 0.01 0.11 -• - - 0.12 1.3 195 184.32 1.01 0.01 0.12 -- - - 0.13 1.4 201 184.35 1.02 0.01 0.13 -• - - 0.14 1.4 206 184.38 1.04 0.01 0.14 - - - 0.15 1.4 212 184.41 1.05 0.01 0.15 - - - 0.16 1.4 218 184.44 1.07 0.01 0.16 -- - -- 0.17 1.5 224 184.47 1.08 0.01 0.16 -• - - 0.17 1.5 230 184.50 1.09 0.01 0.17 -- - - 0.18 1.5 236 184.53 1.11 0.01 0.18 - - - 0.19 1.6 242 184.56 1.12 0.01 0.19 - - - 0.20 1.6 247 184.59 1.13 0.01 0.19 -- - - 0.20 1.6 253 184.62 1.14 0.01 0.20 --- --- - 0.21 1.6 259 184.65 1.16 0.01 0.21 -- - - 0.22 1.7 265 184.68 1.17 0.01 0.21 -- - - 0.22 1.7 271 184.71 1.18 0.01 0.22 - - - 0.23 1.7 276 184.74 1.19 0.01 0.23 --- - - 0.23 1.8 282 184.77 1.20 0.01 0.23 -- - - 0.24 1.8 288 184.80 1.22 0.01 0.24 -- - - 0.25 1.8 294 184.83 1.23 0.01 0.24 - - - 0.25 1.9 299 184.86 1.24 0.01 0.25 -- - - 0.26 1.9 305 184.89 1.25 0.01 0.25 -- - 0.26 1.9 310 184.92 1.26 0.01 0.26 -- - - 0.27 2.0 316 184.95 1.27 0.01 0.26 -- - - 0.27 2.0 322 184.98 1.28 0.01 0.27 -- - - 0.28 2.0 327 185.01 1.30 0.01 0.27 -- - - 0.28 2.0 333 185.04 1.31 0.01 0.28 -- - - 0.29 2.1 338 185.07 1.32 0.01 0.28 -- - - 0.29 2.1 344 185.10 1.33 0.01 0.29 -- - - 0.30 2.1 349 185.13 1.34 0.01 0.29 -- - - 0.30 2.2 354 185.16 1.35 0.01 0.30 -- - - 0.31 2.2 359 185.19 1.36 0.01 0.30 -- - - 0.31 2.2 364 185.22 1.37 0.01 0.30 --- - - 0.31 2.3 369 185.25 1.38 0.01 0.31 -- - - 0.32 Continues on next page... STORAGE PIPE Page 3 - Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (c:fs) (cfs) (cfs) (cfs) 2.3 374 185.28 1.39 0.01 0.31 -- - - 0.32 2.3 379 185.31 1.40 0.01 0.32 -- - - 0.33 2.3 384 185.34 1.41 0.01 0.32 -- - - 0.33 2.4 389 185.37 1.42 0.01 0.33 -- - - 0.34 2.4 394 185.40 1.43 0.01 0.33 -- - - 0.34 2.4 398 185.43 1.44 0.01 0.33 -- - - 0.34 2.5 402 185.46 1.45 0.01 0.34 -- - - 0.35 2.5 406 185.49 1.46 0.01 0.34 -- - - 0.35 2.5 410 185.52 1.47 0.01 0.34 -- - - 0.36 2.5 415 185.55 1.48 0.01 0.35 -- - - 0.36 2.6 419 185.58 1.49 0.01 0.35 -- - - 0.36 2.6 423 185.61 1.50 0.01 0.36 -- - - 0.37 2.6 427 185.64 1.51 0.01 0.36 -- - - 0.37 2.7 431 185.67 1.52 0.01 0.36 -- - - 0.37 2.7 435 185.70 1.53 0.01 0.37 -- - - 0.38 2.7 437 185.73 1.54 0.01 0.37 -- - - 0.38 2.8 440 185.76 1.55 0.01 0.37 -- --- --- 0.38 2.8 442 185.79 1.56 0.01 0.38 -- - - 0.39 2.8 445 185.82 1.57 0.01 0.38 -- - - 0.39 2.8 447 185.85 1.58 0.01 0.38 -- - - 0.40 2.9 449 185.88 1.58 0.01 0.39 --- - - 0.40 2.9 452 185.91 1.59 0.01 0.39 -- - - 0.40 2.9 454 185.94 1.60 0.01 0.39 -- - - 0.41 3.0 457 185.97 1.61 0.01 0.40 -- - - 0.41 3.0 459 186.00 1.62 0.01 0.40 - - - 0.41 Reservoir Report Page , Reservoir No. 1 STORAGE PIPE Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 6 1 3 Crest Len (it) = 0.0 0.0 0.0 Span (in) = 6 1 3 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 1 1 1 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 183.00 183.00 185.02 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 25.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.50 0.00 0.00 N-Value = .012 .012 .012 Orif. Coeff. = 0.62 0.62 0.62 Multi -Stage = - Yes Yes Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet control Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 183.00 0.00 0.00 0.00 - - - 0.00 0.0 02 183.03 0.12 0.00 0.00 - - - 0.00 0.1 04 183.06 0.17 0.00 0.00 - - - 0.00 0.1 05 183.09 0.21 0.00 0.00 - - - 0.00 0.1 07 183.12 0.24 0.00 0.00 --• - -- 0.00 0.2 09 183.15 0.27 0.00 0.00 - - -- 0.00 0.2 11 183.18 0.29 0.00 0.00 - - - 0.00 0.2 13 183.21 0.31 0.00 0.00 - - - 0.00 0.2 14 183.24 0.34 0.00 0.00 --- --- - 0.00 0.3 16 183.27 0.36 0.00 0.00 - - - 0.00 0.3 18 183.30 0.38 0.00 0.00 - - - 0.00 0.3 21 183.33 0.40 0.00 0.00 - - 0.00 0.4 24 183.36 0.41 0.00 0.00 - - - 0.00 0.4 28 183.39 0.43 0.00 0.00 - - - 0.00 0.4 31 183.42 0.45 0.00 0.00 - - - 0.00 0.5 34 183.45 0.46 0.00 0.00 - - - 0.00 0.5 37 183.48 0.48 0.00 0.00 --- - -- 0.00 0.5 40 183.51 0.50 0.00 0.00 - - - 0.00 0.5 44 183.54 0.53 0.00 0.00 - - - 0.00 0.6 47 183.57 0.55 0.01 0.00 - - - 0.01 0.6 50 183.60 0.58 0.01 0.00 - - - 0.01 0.6 54 183.63 0.60 0.01 0.00 -- - - 0.01 0.7 58 183.66 0.63 0.01 0.00 -- - -- 0.01 0.7 62 183.69 0.65 0.01 0.00 - - - 0.01 0.7 66 183.72 0.67 0.01 0.00 - - - 0.01 0.7 70 183.75 0.69 0.01 0.00 - - - 0.01 Continues on next page... STORAGE PIPE Page 2 Stage / Storage / Discharge Table Stage Storage Elevation Cuiv. A Cuiv. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.8 73 183.78 0.71 0.01 0.00 -- - - 0.01 0.8 77 183.81 0.73 0.01 0.00 -- - - 0.01 0.8 81 183.84 0.75 0.01 0.00 -- - - 0.01 0.9 85 183.87 0.77 0.01 0.00 -- - - 0.01 0.9 89 183.90 0.79 0.01 0.00 -- - - 0.01 0.9 93 183.93 0.81 0.01 0.00 -- - - 0.01 1.0 98 183.96 0.82 0.01 0.00 -- - - 0.01 1.0 102 183.99 0.84 0.01 0.00 -- - - 0.01 1.0 106 184.02 0.86 0.01 0.00 -- - - 0.01 1.1 111 184.05 0.87 0.01 0.00 -- -- - 0.01 1.1 115 184.08 0.89 0.01 0.00 -- - - 0.01 1.1 119 184.11 0.91 0.01 0.00 -- - - 0.01 1.1 123 184.14 0.92 0.01 0.00 -- - - 0.01 1.2 128 184.17 0.94 0.01 0.00 -- - - 0.01 1.2 132 184.20 0.95 0.01 0.00 -- - - 0.01 1.2 137 184.23 0.97 0.01 0.00 --- - - 0.01 1.3 141 184.26 0.98 0.01 0.00 --- -- -- 0.01 1.3 146 184.29 1.00 0.01 0.00 -- - -- 0.01 1.3 150 184.32 1.01 0.01 0.00 -- -- - 0.01 1.3 155 184.35 1.02 0.01 0.00 -- - - 0.01 1.4 159 184.38 1.04 0.01 0.00 -- -- - 0.01 1.4 164 184.41 1.05 0.01 0.00 --- -- -- 0.01 1.4 168 184.44 1.07 0.01 0.00 --- - -- 0.01 1.5 173 184.47 1.08 0.01 0.00 -- - - 0.01 1.5 177 184.50 1.09 0.01 0.00 -- - - 0.01 1.5 182 184.53 1.11 0.01 0.00 -- - - 0.01 1.6 186 184.56 1.12 0.01 0.00 -- - - 0.01 1.6 191 184.59 1.13 0.01 0.00 -- -- - 0.01 1.6 195 184.62 1.14 0.01 0.00 -- - --- 0.01 1.6 200 184.65 1.16 0.01 0.00 -- - - 0.01 1.7 204 184.68 1.17 0.01 0.00 -- - - 0.01 1.7 209 184.71 1.18 0.01 0.00 -- - - 0.01 1.7 213 184.74 1.19 0.01 0.00 -- -- - 0.01 1.8 218 184.77 1.20 0.01 0.00 --- - -- 0.01 1.8 222 184.80 1.22 0.01 0.00 -- --- --- 0.01 1.8 226 184.83 1.23 0.01 0.00 --- - - 0.01 1.9 230 184.86 1.24 0.01 0.00 -- - - 0.01 1.9 235 184.89 1.25 0.01 0.00 - - 0.01 1.9 239 184.92 1.26 0.01 0.00 -- - - 0.01 1.9 243 184.95 1.27 0.01 0.00 -- - - 0.01 2.0 247 184.98 1.28 0.01 0.00 -- - - 0.01 2.0 251 185.01 1.30 0.01 0.00 -- - - 0.01 2.0 256 185.04 1.31 0.01 0.03 -- - - 0.04 2.1 260 185.07 1.32 0.01 0.05 -- - - 0.06 2.1 264 185.10 1.33 0.01 0.06 -- - - 0.07 2.1 268 185.13 1.34 0.01 0.07 -- - - 0.08 2.2 272 185.16 1.35 0.01 0.08 -- - - 0.09 2.2 276 185.19 1.36 0.01 0.09 -- - - 0.10 2.2 280 185.22 1.37 0.01 0.09 -- - - 0.10 2.2 283 185.25 1.38 0.0.1 0.10 -- - - 0.11 Continues on next page... STORAGE PIPE Page 3 Stage / Storage / Discharge Table Stage Storage Elevation Culv. A Culv. B Culv. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.3 287 185.28 1.39 0.01 0.11 -- - - 0.12 2.3 291 185.31 1.40 0.01 0.12 -- - - 0.13 2.3 295 185.34 1.41 0.01 0.13 -- - - 0.14 2.4 299 185.37 1.42 0.01 0.14 -- - - 0.15 2.4 303 185.40 1.43 0.01 0.15 -- - - 0.16 2.4 306 185.43 1.44 0.01 0.15 -- - - 0.16 2.5 309 185.46 1.45 0.01 0.16 -- - - 0.17 2.5 313 185.49 1.46 0.01 0.17 - - - 0.18 2.5 316 185.52 1.47 0.01 0.18 - - - 0.19 2.5 319 185.55 1.48 0.01 0.19 -- - - 0.20 2.6 322 185.58 1.49 0.01 0.19 - - - 0.20 2.6 325 185.61 1.50 0.01 0.20 -- - - 0.21 2.6 329 185.64 1.51 0.01 0.21 -- - - 0.22 2.7 332 185.67 1.52 0.01 0.21 -- - - 0.22 2.7 335 185.70 1.53 0.01 0.22 -- - - 0.23 2.7 337 185.73 1.54 0.01 0.22 -- - - 0.23 2.8 339 185.76 1.55 0.01 0.23 -- - -- 0.24 2.8 340 185.79 1.56 0.01 0.23 -- - - 0.25 2.8 342 185.82 1.57 0.01 0.24 -- - - 0.25 2.8 344 185.85 1.58 0.01 0.25 -- - - 0.26 2.9 346 185.88 1.58 0.01 0.25 -- - - 0.26 2.9 348 185.91 1.59 0.01 0.26 --- --- - 0.27 2.9 349 185.94 1.60 0.01 0.26 -- - - 0.27 3.0 351 185.97 1.61 0.01 0.27 -- - - 0.28 3.0 353 186.00 1.62 0.01 0.27 -- -- - 0.28 Stage / Storage 3.0 2.5 2.0 Stage (ft) 1.5 1.0 0.5 0.0 0 100 200 300 400 Storage (cuft) Stage / Discharge 3.0 2.5 2.0 Stage (ft) 1.5 Lu' 0.5 0.0- 0.00 0.05 0.10 0.15 0.20 0.25 0.30 Discharge (cfs) Hydrograph Report Page Hyd. No. 1 2 YR EX. COND. Hydrograph type = SBUH Runoff Peak discharge = 0.05 cfs Storm frequency = 2 yrs Time interval = 6 min Drainage area = .77 ac Curve number = 85.2 Basin Slope = 6.52 % Hydraulic length = 230 ft Tc method = USER Time of conc. (Tc) = 12.19 min Total precip. = 1.50 in Distribution = Type IA Storm duration = 24 hrs Shape factor = N/A Total Volume = 1,275 cult, 0.029 acft Minimum printed Q exceeds peak flow. End Hydrograph Report Page , Hyd. No. 2 10 YR EX. COND. Hydrograph type = SBUH Runoff Peak discharge = 0.14 cfs Storm frequency = 10 yrs Time interval = 6 min Drainage area = .77 ac Curve number = 85.2 Basin Slope = 6.52 % Hydraulic length = 230 ft Tc method = USER Time of conc. (Tc) = 12.19 min Total precip. = 2.20 in Distribution = Type IA Storm duration = 24 hrs Shape factor = N/A Total Volume = 2,654 cuft, 0.061 acft Minimum printed Q exceeds peak flow. End Hydrograph Report Page 1 Hyd. No. 3 100 YR EX. COND. Hydrograph type = SBUH Runoff Peak discharge = 0.26 cfs Storm frequency = 100 yrs Time interval = 6 min Drainage area = .77 ac Curve number = 85.2 I Basin Slope = 6.52 % Hydraulic length = 230 ft Tc method = USER Time of conc. (Tc) = 12.19 min Total precip. = 3.00 in Distribution = Type IA Storm duration = 24 hrs Shape factor = N/A Total Volume = 4,453 cuft, 0.102 acft Minimum printed Q exceeds peak flow. End Hydrograph Report Page 1 Hyd. No. 4 2 YR DEV. COND. (PERV) Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SBUH Runoff = 2 yrs =.54ac = 6.52 % = USER = 1.50 in = 24 hrs Minimum printed Q exceeds peak flow. End Peak discharge Time interval Curve number Hydraulic length Time of conc. (TO Distribution Shape factor = 0.04 cfs = 6 min = 86 = 230 ft = 10 min = Type IA = N/A Total Volume = 959 cult, 0.022 adt Hydrograph Report Page 1 Hyd. No. 5 10 YR DEV. COND. (PERV) Hydrograph type = SBUH Runoff Peak discharge = 0.11 cfs Storm frequency = 10 yrs Time interval = 6 min Drainage area = .54 ac Curve number = 86 Basin Slope = 6.52 % Hydraulic length = 230 ft Tc method = USER Time of conc. (Tc) = 10 min Total precip. = 2.20 in Distribution = Type IA Storm duration = 24 hrs Shape factor = N/A Minimum printed Q exceeds peak flow. End Total Volume = 1,956 cult, 0.045 acft Hydrograph Report Page 1 Hyd. No. 6 2 YR DEV. COND. (PERV) Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SBUH Runoff = 100 yrs =.54ac = 6.52 % = USER = 3.00 in = 24 hrs Minimum printed Q exceeds peak flow. End Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor = 0.20 cfs = 6 min = 86 = 230 ft = 10 min = Type IA = N/A Total Volume = 3,243 tuft, 0.074 adt Hydrograph Report Page 1 Hyd. No. 7 2 YR DEV. COND. (IMPERV) Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SBUH Runoff = 2 yrs _ .23 ac = 6.52 % = USER = 1.50 in = 24 hrs Minimum printed Q exceeds peak flow. ... End Peak discharge Time interval Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor = 0.02 cfs = 6 min = 86 = 230 ft = 5 min = Type IA = N/A Total Volume = 410 cult, 0.009 acft Hydrograph Report Page 1 Hyd. No. 8 10 YR DEV. COND. (IMPERV) Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SBUH Runoff = 10 yrs _ .23 ac = 6.52 % = USER = 2.20 in = 24 hrs Minimum printed Q exceeds peak flow. ... End Peak discharge Time interval Curve number Hydraulic length Time of conc. (TO Distribution Shape factor = 0.05 cfs = 6 min = 86 = 230 ft = 5 min = Type IA = N/A Total Volume = 835 cult, 0.019 acft Hydrograph Report Page 1 Hyd. No. 9 100 YR DEV. COND. (IMPERV) Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration = SBUH Runoff = 100 yrs _ .23 ac = 6.52 % = USER = 3.00 in = 24 hrs Minimum printed Q exceeds peak flow. End Peak discharge = 0.09 cfs Time interval = 6 min Curve number = 86 Hydraulic length = 230 ft Time of conc. (Tc) = 5 min Distribution = Type IA Shape factor = N/A Total Volume = 1,385 cuft, 0.032 acft Hydrograph Report Page 1 Hyd. No. 10 COMBINE 4 AND 7 Hydrograph type = Combine Storm frequency = 2 yrs 1 st inflow hyd. No. = 4 Minimum printed Q exceeds peak flow. ... End Peak discharge = 0.07 cfs Time interval = 6 min 2nd inflow hyd. No. = 7 Total Volume = 1,368 cult, 0.031 acft Hydrograph Report Page 1 Hyd. No. 11 COMBINE 5 AND 8 Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 5 Minimum printed Q exceeds peak flow. ..End Peak discharge = 0.16 cfs Time interval = 6 min 2nd inflow hyd. No. = 8 Total Volume = 2,791 cuft, 0.064 acft Hydrograph Report Page 1 Hyd. No. 12 COMBINE 6 AND 9 Hydrograph type = Combine Storm frequency = 100 yrs 1 st inflow hyd. No. = 6 Minimum printed Q exceeds peak flow. ... End Peak discharge = 0.29 cfs Time interval = 6 min 2nd inflow hyd. No. = 9 Total Volume = 4,627 cult, 0.106 acft Hydrograph Report Page 1 Hyd. No. 13 Hydrograph type = Reservoir Storm frequency = 2 yrs Inflow hyd. No. = 10 Max. Elevation = 185.02 ft Storage Indimtion method used. Minimum printed Q exceeds peak flow. ... End Peak discharge Time interval Reservoir name Max. Storage = 0.03 cfs = 6 min = STORAGE PIPE ` = 253 cuft Total Volume = 1,368 cult, 0.031 actt Hydrograph Report Page 1 Hyd. No. 14 Hydrograph type = Reservoir Storm frequency = 10 yrs Inflow hyd. No. = 11 Max. Elevation = 185.35 ft Ston3ge Indiction method used. Minimum printed Q exceeds peak flow. ... End Peak discharge Time interval Reservoir name Max. Storage = 0.14 cfs = 6 min = STORAGE PIPE = 297 cuft Total Volume = 2,791 cuft, 0.064 acft Hydrograph Report Page 1 Hyd. No. 15 Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 12 Max. Elevation = 185.98 ft Storage Indication method used. Minimum printed Q exceeds peak flow. ... End Peak discharge Time interval Reservoir name Max. Storage = 0.28 cfs = 6 min = STORAGE PIPE = 352 cuft Total Volume = 4,627 cuft, 0.106 acft I - SBUH Runoff - 2 Yr - Qp == .05 cfs 2 - SBUH Runoff - 10 Yr - Op = .14 cfs 0.151 i 0.10 0.05 000 0 5 10 15 20 25 Time (Hrs) / out 3 - SBUH Runoff -1.00 Yr - Qp = .26 cfs 4 - SBUH Runoff - 2 Yr - Qp := .04 cfs 5 - SBUH Runoff - 10 Yr - Qp = .11 cfs 0.151 0.10 0.05 5 10 15 20 25 Time (Hrs) Out 6 - SBUH Runoff - 100 Yr - Qp = .2 cfs 0.25. 7 - SBUH Runoff - 2 Yr - Qp == .02 cfs 8 - SBUH Runoff -10 Yr - Qp := .05 cfs 0.06 i 9 - SBUH Runoff -100 Yr - Qp = .09 cfs 0.10 , 10 - Combine - 2 Yr - Qp = .06 cfs 1.0 0.8-j 0.6! 0.4'1 0.0 0.0 0.1 0.2 0.3 0.4 Time (Hrs) / In / In / Out 11 - Combine -10 Yr - Op = '.16 cfs 0.20 12 - Combine - 100 Yr - Qp = .29 cfs 0.30 0.25 0.20 Q 0.15 0.10 0.05 0.000 1 2 4 6 8 10 Time (Hrs) In In Out Kej 13 - Reservoir - 2 Yr - Qp = .02 cfs 1.0 0.8 0.6: in 0.4' 0.2 out 0.0 0.0 0.1 0.2 0.3 0.4 Time (Hrs)' 14 - Reservoir -10 Yr - Qp = .14 cfs IN 15 - Reservoir -100 Yr - Qp := .27 cfs ` aTeVeN G. GARUSO 601 Northwest 162°d Street Seattle, WA 98177 Phone: (206) 367-1567 Fax: (206) 367-1567 February 15, 2002 R D TO: City of Edmonds, Development Services FEB 5 Z002 Attn: Jeanie McConnell, CIP Specialist 121 — 5th Ave. North BUILDING DEPT. Edmonds, WA 98020 FAX: 206-780-9026 FROM: Steven Caruso SUBJECT: Response to Plan Review Corrections for Plan Check #: 02-017 dated 2-14-02, from the Engineering Dept. Reviewer: Jeanie McConnell Dear Jeanie, I received your fax dated February 141h with respect to 6 items needing clarification. As we discussed over the phone I dropped off to Kathleen Taylor,. in planning, a copy of the Boundary Line Adjustment that was completed by LSA and recorded with the county on June 2, 2000. This was a lot consolidation whereby we turned what had been Lots 1 & 2 as called out in the Dedonker short plat into 1 lot. With respect to the 6 items in your fax I will address items #1=3. Item #4 has been forwarded to my architect for review and clarification. I will respond to Vs 5 & 6 and in addition clarifications for these 2 items will be submitted in writing by my architect if necessary. 1. We plan to use the existing side sewer stub on the northwest side of the house. The side sewer location on the drainage plan marked "'Approximate Location Side Sewer" along 91 Ave. North was intended to be used if the property was developed as proposed in the Dedonker short plat plan. It was never installed and will not be utilized. The property is now consolidated into 1 lot. 2. We plan on using the existing water meter on the north end of the property. The location on the drainage plan marked "Approximate Location of Water Meter' towards the southern end of the property was also intended to be used if the property was developed per the Dedonker short plat plan. 3. As previously indicated, Lots 1 & 2 have been consolidated into 1 lot. The detention system proposed for Lot 1 in the Dedonker short plat was never installed. However, the storm drain line along the south side of the property is in place but capped off. IMWN G. GARUSO 601 Northwest 162°d Street Seattle, WA 98177 Phone: (206) 367-1567 Fax: (206) 367-1567 4. 1 have sent a copy of your fax to my Architect, Peter Manning. He will review the calculations- and submit a clarification with respect to the grading calculations. 5. The silt fence will be installed along the western property line which is the down hill side of the property. In addition, we left about a 50' strip of grass along the western property boundary to act as an additional buffer against any silt runoff. The property to the north, south and west is either level with or higher than my property. The rock construction entrance is located about 15' from the northern property line and then extends the required distance to the south from this point. The construction entrance is already in place and was subject to field inspection by your staff at the time the work was done with respect to demolition permit for this property. The demolition work has been completed and has passed :final inspection. 6. The proposed driveway is 12' wide. You indicated that I could redline the plans if I came by your office. If this is not possible my architect will submit a new plan correcting any inconsistencies in the plans. Reg O rds, J Steven Caruso FEB-14-2002 17:10 CITY OF EDMONDS 4257710221 P.01i01 City of Edmonds Plan Review Corrections Plan Check #: 07-017 Date: 14 FebrUary 2002 Project Name/Address: Caruso / 1565 9th Ave N Contact Person/Address/Fax: Steve Caruso /. Fax 2Q§-367-15�67� Reviewer: Jeanie McConn l_ a I. QP Specials *Department: Engineering The subject submittal has been reviewed but cannot be approved until the following items have been addressed. Please resubmit 3 copies to the Development Services Coordinators. 1. Indicate on the plans which sewer stub will be used. 2. Indicate on the plans which water meter will be used. 3. The Dedonker short plat civils show the installation of a detention system to lot 1. Was this system ever installed and will it create any conflicts with your project? 4. A total of 767cy of cut was calculated for the grading on this project. This total greatly differs with the grading plan submitted for review. Please provide new grading caics or additional information to support the original grading Talcs. Please note that SEPA Is triggered at 500cy of grading. S. Show location of the silt fence and rock entrance on the plans. 6. The driveway is to be paved a minimum of 12 feet wide. There is some variance in driveway width between drawings. Any comments pertaining to the City`s review of the storm system and calculations will follow shortly. If. you have any questions, please call me at 425-771-0220 ext 1338. DATE FAXED 2 42 (Attach fax transmittal) 11UTY2WS1ENGRUaanieY3ev Review102,017 Caamdoc PAGE ± OF TOTAL P.01 PLANNING DATA REDUCED SITE PLAN PROVIDED?: MAP PAGE: CORNER LOT: OLes o FLAG LOT: Yes o ZONING: f2s— IZ- CRITICAL AREAS DETERMINATION #:,`21Zy ❑ Study Required. � r ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed fo 0 cubic rds of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ❑ Exempt SETBACKS: Required S acks: I le Street: Left Side: �0 Right Side: /0 Rear: 117S Actual Setbacks Street Left Side:. I Right Side: �2 Rear: go Street map checked for additional setback required? (Yes / No / DNA) ❑ DETA ED STRUCTURES:Y KERIES: NCES/TRELLISES: YWINDOWS / PROJECTING MODULATION: AIRS / DECKS: PARKING: Required: ZActual: LOT AREA: LOT COVIEFUMM Calculations:/'►R2/n h5-&fVY1P7f' A4n / //75-Z -3357 BUILDING HEIGHT: Datum Point: Datum Elevation: 7� Maximum Allowed:. - Actual Height: * �'-74 A.D.U. CREATED?: o Yes) le- 0 SUBDIVISION: S- 3H --Zoo C L - Z000_ sg LEGAL NONCONFORMING LAND USE, DETERMINATION ISS ED: 1Y.S Ave, /e �J/- QS gf�Q zf-l- 4'4fftDa�;7 Plan Review Bv: NewBPPlanningDataFonn.DOC CA FILE NO.C�j --�L.d Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: P, �s 2. Property Tax Account Number: 3: -7 0 3,1 O 0 3. Approximate Site Size (acres or square feet): I ,; 4, A r, C&j 4. Is this site currently developed? _yes; no. If yes; how is site developed? C:) t,� P o,,e S c C.,,f- 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. 6. 7. 8. 9. k,-**" Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): Site contains areas of year-round standing water: Ny ; Approx. Depth: Site contains areas of seasonal standing water: Q U _; Approx. Depth: _ What season(s) of the year? Site is in the floodwayWe) floodplain of a water course. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? d�:10 Flows are seasonal? &)o (What time of year? tyy ). 10. Site is primarily: forested • meadow ; shrubs ; mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: 4e E Reviewed by. ;$ ei �:�;; .:.: ... :. � :Date Rev 01/0"4 190 19` - 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, 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. 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 (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 Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: M %KE A-Atvo i V& tv1�i Name Pin w Street Address Applicant Representative: Name Street Address City, State, ZIP Phone �s`71C City, State, ZIP Signature Date Signature Phone Date fnC. 18913 CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works - Planning/Building - Parks and Recreation - Engineering - Wastewater Treatment Plant October 23, 1997 Mike and Candi DeDonker P.O. Box 714 Edmonds, WA 98020 Subject: Determination regarding Critical Areas Checklist # 97-204 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BEWOTED PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY., The `DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. 111111111111110- You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL _41111111 PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Enc: Determination * Architectural Design Board C: Reception\Jana\CRLTR.doc Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you. Diane Cunningham Planning Secretary S Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan 3 The City of Edmonds APPLICATION for SIDE SEWER PERMT NEW CONSTRUCTION 0 REPAIRS O OWNER........... --4-7.j............ - 1....1.-- --------------------------------- ADDRESS .... .... ..... . ....... CONTRACTOR 4'l�ILi LEGAL DESCRIPTION: LOT No ................. NAME OF ADDITION .................................... EASEMENT No ................... ...... PERMIT No..9h-- ............. BLOCK No............................................. { GINAL i fi 95.RiAL ESTATE TAXES of Ai , ate„County; Municipal, Sc,.00l, Road and Other DlstrlCt �r Troas.rarar'5 Off1C ' Snohomish Cgunty, Eraratt,; "" r �x at �; r Washington Ciff - ' c-�.-tit+,_ '.1 ♦ 2.GI71''-p,U,��� -r�i. i( For Firc t + t Scettoq Township & Dikd or Amount Acre.4glt i Page or or Range Rop N Drain I age ;.� v,n. a'v;•t j Lot Block.00 ., .. No, t�A�t' VE;"- N L3 , , ,i �'T 13 27 3 µ 0. v _ __ F LN 'CHAS kV'i-..1,� E ; ,H N ?r°19'43rr .M zn b?7:64 F'C �4'tA .,`GN!R7w i'H IN3T,°0(1p w - ¢ YALG "E-`l; S li / {� � 8?. ? 2 �`i` `TI� Y� 8�1 °�' � ea, en "" E 592026 F'T, TH S, 502V400'6 o11 6.27b`T TO 'P@.�, ro t i t NOTE, r+ , ✓► pioaso wrlto cl anpq -oj ,o rlrom oe ownership bolow, HO CITY" OF EDMOINDS CIVIC CENTER— WATER -SEWER IDEPARTIVIFNT clad PRospect .671107 when work Is ready for. Inspection. (No Inspec- tions f'atJ 0 5 5 SIDE SEWER PERMIT $atnrdny, Sunday or holidays.) ADDRESS ..... }9A 19208 - 100th West ......................................................................•..._................................ OWNER....................C.R. Watts Edmonds Under round ......................................................... CONTRACTOR ...... .............. 9 _... I ............................ Permission is granted .................... May........... 3 I� 68 for ..._............_...... days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor 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—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE 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. 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 do any work on the main sewer or Its appur- tenances except to insert the pipe into the wye. OF EDMOND S PUBLIC WORKS - ENGIDffitING ACTION REPORT SUSPENSE DATE: PUBLIC''WCRKS - ENGIIIEERING ACTION REPORT V 4019 SUSPENSE DATE: r Date: Time: �� . {I(~z ',Olrl File # Attachments: O Yes j / No SUBJECT: (l.�Q� / REQUESTOR: ADDRESS: PHONE: /79 - ly 90 REQUEST RECEIVED BY: TELEPHONE CONTACT IN OFFICE r--j j ,�OTOTHER: 0 RECEIVED BY: -` / L PnIITF Tn ®i-- WIN NE �■� All Concerned Notified Action Completed/File N9 2724 Date: r 0 Time:: G;: File # Attachments: O Yes -� SUBJECT: _\/��if `(�/��:. r`�L �No REQUESTOR: NAME:�G� ADDRESS: �l ./"sr].,i,•S �*',,C.t/:/(i� REQUEST RECEIVED BY: TELEPHONE `i✓ CONTACT IN OFFICE r--j OTHER: 0 RECEIVED BY: RnIITF M. 0 �� a i■ um MM oM MM ACTION:M�..."f All Concerned Notified Q Action Completed/File. CITY OF EDMONDS COMMUNITY SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIT A. • Owner: Washington Natural Gas Company Name 815 Mercer Street Mailing Address Seattle WA 98111 City State Zip RECEIVED 0 C T 0 8 1991 B. • Contractof: Permit No. Issue Date �\ Name IV A\ Mailing Address . �•cP State License Number Telephone Number C. • Address or Vicinity of Construction: 1,565 9-Avenue North Type of Work to be Done: Install New Service City State Zip D: • Work in Connection With: ❑ "Sub or Plat ❑ Single Family ❑ City Projects ❑ Commercial ❑ Multifamily XX Utility E • Pavement Cut: MI Y ❑ N F • Size of Cut: 2 X 4 (1) @ Gas APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds " harmless from. any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may be made against the City of Edmonds, or any of its'depa�ments oir employees, including or not limited to the defense of any legal proceedings including defense costs, cou costs, and ��attorrney� fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR %ANSHIP ANDS&TERIALS 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 time a debit or credit will be processed for issuance to the applicant. • A 24 hour notice is required for inspection; Please call Engineering: 771-3202 • Work is to be inspected during progress and at completion. • Restoration to be.in accordance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. • All street -cut ditches must be patched with asphalt or City approved material prior to end of working day; NO EXCEPTIONS. I understand the above and that this permit must be available at the, job site for inspection purposes at all times. Signature: �=' 11 M., � Owner or Contractor Date: September 20, 1991 This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: Time Authorized: Void after :� �7 days. Special Conditions: N �► RELEASED BY. Dater 9 PERMIT FEE: �f) . Restoration Fee: Receipt No.: Fund III Fee: Street Cut Dimensions: INSPECTED BY NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Date Eng. Div. March 1989 FIELD INSPECTION NOTES (Fund II I - Route copy to Street Dept.) Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 w Washington Natural Gas A W-ftn Eton Energy Company Addendum to : Submitted by: / tiiC�I /// 1, s WNG to window Ma Water main de unknown " gas main City of Edmonds Right of Way Permit Application Kerry Walsh Engineering Aide Washington Natural Gas 622-6767 x2761 pager 995-6914 (Zn4)CU G &-c � � —W— WctLer -g- gas -ss- sewer water hydrant 815 Mercer St. (P.O. Box 1869), Seattle, WA 98111 (206) 622-6767 Jan 17, 1996 Mr. James C. Walker Edmonds City Engineer 250 5th Ave. N. Edmonds, WA 98020 jo 2 2 1996 ENGINEERING RE: Popular tree root damage from trees on city easement at 1565 9th Ave N. Edmonds;-4WA (reference map) Dear Mr. Walker: We wanted to bring to your attention the problem that the large popular trees are causing to the drainage situation on our property at 1576 9th Ave N. Edmonds and the street itself. There is an natural flow of underground water running from the higher elevations of land beyond our property. When this area was developed .in the 1960's french drains were installed below ground to allow for drainage to accur on an ongoing basis. Since that time additional drainage was added to better accomodate the water. This past december, however,.the flow was blocked by the root system from the popular trees running under the road. we were told that this had occurred before at this location J The water meter box at the end of our property filled with water and would not drain. The lawn became saturated with water and it began seeping to the right and to the left of the box. The street became a constant stream of water for weeks. We contacted Bill Straud at the Edmonds Public Works Office. He coordinated the clean out of the drain running under the street along with your engineering crew. They dug out roots from above 1570 to the inground drain at the end of the drive of 1610 9th Ave. N. They had to dig up the drain concrete box and replace it because of root damage. The drain was packed with roots. We also had to do some digging and cleaning out of pipes. Our drain pipe was filled with fine hair root along with larger roots. The pipe was completly clogged with roots to well over 3 yards long from the water box toward our house. We still have one of the larger root balls lying on" the lawn for your inspection. The hole where the pipe goes into the drain is also still open for you to see. It is also important to note that the street itself infront of the water meter box is bulging up from the roots of these trees. We understand that the plan for paving this street is in the works and thought it was pertinent to bring this water blockage problem to your attention. It is appropriate at this time to address the removal of these large trees. Besides their encroachment on the street and ajoining property, they also present a safety problem of falling branchs during wind and rain storms. It was mentioned that there was discussion about 7 years ago.about the removal of the trees. We think it is appropriate to continue the discussion at this time. we have spoken to several 1 neighboring property owners about the trees and all are in favor of their removal. we appreciate your time and considertion on this matter. 0 Sincerely yours, John TLindsay Betty A. Lindsay 1576 9th Ave. N. Edmonds, WA 98020 712-8532 cl. Bill Straud gra 1620 I F q ® M •—•----- �_ ¢ 1610 on C7) N M.lm I 1565 I I ; I i I I i I I I I I I I P) . _7_ wil I I I I I. I I 1563 I I I I I I I I I � I N ...... ac 1596 /1.59 I I I 1576 I i ;RAISE jEXIST CD TO GRADE AND INSTAI SOLID (LOCKING LID I I I I I I I 1570 I I I f 1562 9 `''^� CITY OF EDMONDS BARBARA FAHEY 121 STH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning/Building • Parks and Recreation • Engineering • Wastewater Treatment Plant February 26, 1999 Lovell-Sauerland & Associates, Inc. 19400 33 d Avenue West, Suite 200 Lynnwood, WA 98036 Attn: Craig Campbell SUBJECT: Proposed Dedonker Short Plat at 565 Ninth Avenue North (S-98-034) Dear Mm® - The Engineering Division reviewed the subject proposal. The following revisions are required: 1. Please submit an erosion control plan showing sequence of construction, stabilized construction entrance(s), silt fence, soil stabilization notes and details. 2. Provide calculations utilizing the SCS method. Over 5,000 square feet of new impervious surface is being proposed. Construct one detention system for the entire short plat. 3. Connect storm water release pipe to existing City system or show authorization to cross Burlington Northern right-of-way. 4. Cleanouts are to be located a maximum of 100 feet apart. Prefer that they be placed at or near the property line. 5. Remove the existing blow -off at the end of Ocean Avenue and replace it in a water meter box set to grade. When the revisions are complete, please submit three sets of civil drawings and the requested calculations for review. If you have any questions regarding drainage, please contact Don Fiene, Hydraulics Engineer at (425) 771-0220, Ext. 323. If you have other questions, do not hesitate to contact me at (425) 775-7744. Sincerely, �1 O ON C. HYDE Development Services Engineer GCH/cmc Enclosure c: Michael Dedonker 1565 Ninth Avenue North Edmonds, WA 98020 • Incorporated August 11, 1890 • G:\ENGR\GORDY\8034.DOC , tar Citioc lntornatinnal N AT.E RECEIVED 21 (ib -PERMIT EXPIRESDj CITY OF EDMONDS USE PERMIT ZONE Z_ NUMBER CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS b OWNER NAME/NAME OF BUSINESS �A \ t p pC) N kt (Z PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ W2 MAILING ADDRESS PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP ' RW'PerTESCP App qed O mtt Re 30 a ` , J v EXISTING __ PROPOSED uired Street Use Permit Req'd Q Inspection Required p CITY ZIP TELEPHONE [ Z S p � �ojQ5 AQZ� 1 O. REQUIREDDEDICATION FT Sidewalk Required O Underground �/ ♦�. Wiring required NAME, METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES ❑ NO ❑ O ADDRESS'., ,'.: REMARKS Z OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE E5 IZ CITY ZIP TELEPHONE. NAME G I,ED LcI r 1>8A LAD0►N S9VIII ENGINEERING' REVIEWED/DATE ADDRESS Cc O fo x 7S01 -7 FIRE REVIEWED BY DATE CITY ZIP St07rM cJ 1 ?S ELEPHONE [�Y71V-,-k, 7 3 : ? Z U. STATE LICENSE NUMBER:- ':EXPIRA ION DATE'' '' "CHECKED BY VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND iA � A, pD.6 04 IQ6 i � 1 � � REQ'D ❑YES ❑ NO POSTED SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED � PROPER TAX ACCOUNT PARCEL NO. I - t° w 3 Uu I EXP . NEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (Fr.) ;ALLOWED PROPOSED FRONT SIDE. REAR FRONT UR SIDE REAR t7 "AUDITION',; ; >. Q COMMERCIAL , O COMPLIANCE 08 . CHANGE OF USE a REMODEL APARTMENT 0 SIGN Z g n PARKING REO'D PROVIDED LOT AREA . PLANNING REVIEWED BY DATE PEPAIR GRADING FENCE REMARKS CYDS X. FT) DEMOLISH TANK OTHER z ❑ CARPORT GARAGE RETAINING WALL RENEWAL ROCKERY (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: a CHECKED BY TYPE O CONSTRUCTION C E OCCUPANT U 0 I O GROUP NUMBER OF CRITICAL GNUMBER SPECIAL INSPECTOR AREA OCCUPANT m OF ' DWELLING AREAS ` O . STORIES UNITS NUMBER REQUIRED YES LOAD DESCRIBE WORK TO BE DONE REMARKS t7 PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D 9 N _ Leo vr' 1E'H VALUATION FEE PLAN CHECK FEE HEAT SOURCE GLAZING % LOT SLOPE % J BUILDING PLAN CHECK NO: VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC . GRADING/FILL DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE J r- SEPARATE PERMISSION. f STATE SURCHARGE . w PERMIT APPLICATION: 180 DAYS a . PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION w rn ,'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY = FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECEIPT PLAN CHECK DEPOSIT DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOFANY CITY ORDINANCE s NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' RECEIPT TOTAL AMOUNT DUE /0 (b I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT 1 AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF 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 AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION OF THE LABOR•CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION recei t is jaknowladqgd in space provided. WORKMEN'q COMPENSATION INSURANCE AND RCW718.27. OFFICIAL IbNATbRE �.� TE SIGNAT (OWNER AGENT DATE SIGN D (425) /12--IOv .r 1 L 1� 0 7 71-0220 • RELEASED BY DATE ATTENTION EXT 333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL %%1 �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 "' ; 5/98 9TH AVENUE NORTH —4; 2 ft Vent—� `O Asphalt Mike DeDonker Residence Driveway \ \ ! 675 Gallon Oil Tank 14 ft ; Clean & Cap General Notes 1. Tank top 15 in. below grade 2. Tank bottom 65 in. below grade 3. Soil/asphalt covers tank \ \ 4. Tank to be pumped and rinsed prior Residence 114 to capping below grade 114 5. All work to be in accordance with ti City of Edmonds loom Site Site: Name/Address Proj. No.: 00-01 202 Date: 1 /21 /00 • PO Box 75017 Aladdin Seattle, WA 98125 Mike DeDonker Plan 1565 - 9th Ave. N. Scale: 1 in = 20 ft (206) 524-6737 Edmonds, WA 98020 Dwg• By: F Lett WA state Contractor # ALADDIS 066 QC / IFCI # 94924 CITY CLERK CITY OF EDMONDS 121 5TH AVENUE NO. EDMONDS, WA 98020 CONFORMED COPY 200204150810 04/15/2002 03:18 PM Snohomish P.0002 RECORDED County STATEMENT ON ACCESSORY DWELLING UNITS. Property Address: ism - 9714' p _ Edmonds, Washington el 9�OZp Legal Description: Lo-r- 3 t yt sEC i3 iJ a 7 N R Assessor's Parcel Number:IO 1 jam' I have read the requirements for accessory dwelling units contained in Chapter 20.21 of the Edmonds Community Development Code (ECDC) and understand that an accessory dwelling unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit Permit is approved. I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all the criteria in Chapter 20.21 are met, and all the necessary items are, submitted, including an affidavit of occupancy and a covenant to be fled with the Snohomish County regarding the regulations imposed on Accessoi& Dwelling Units. Property Owner Signature: Property Owner Name (printed): Date: •'YL 7-0ez STATE OF WASHINGTON ) COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that STr�!/� C� Sy signed this instrument and acknowledge it to be his/her free and voluntary. act for the uses and purposes mentioned in this instrument. Notary's pressure seals must be smudged. Dated: 0410-44 z po 2 5 H er�*t-,Signature of • •5`O11j FA4p,o. Notary PublicTEW 12, i .0 Y 9ca /; Residing at: � •-Yt o-,� D � c,J�I i ptlG My Appointment ,it1 a_9-oz. v Expires: Q 41'• - Is THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR. ADUstatement.doc AGGREGATE LEGAL DESCRIPTION LOT I. AND TRACT B, CITY OF EDMONDS SHORT SUBDIVISION N0: S-99-34, AS RECORDED UNDER AUDITOR'S FILE NO. 199907155002. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. ALSO, LOT 2. CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO. LL-2000-37, AS RECORDED UNDER AUDITOR'S FILE NO. 200004245001. RECORDS OF SNOHOMISH COUNTY. WASHINGTON. (ALL BEING A PORTION OF GOVERNMENT LOTS 3 AND 4 IN SECTION 13, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.) 0 City of Edmondsi r: RIGHT-OF-WAY .CONSTRUCTION PERMIT 0 , A. Address or Vicinity of Constructi A. Type of Work (be specific): Permit Issue Date: C: Contractor: baAe 6AJSI'> tA0i1oA) PA0TPE*,S0hP Contact: E �� -IVlailiiiwAddress: I0'Db — 127 Ale tkI ' � Phone: A►6o&— 4&,+? L .N1N Who tt1 "* State License '#: flEL A'P Liability Insurance: Bond: $ D. BuildingPermit # (if applicable): .�611 Side Sewer Permit # (if applicable): E. ❑ -Commercial ❑ Subdivision ❑i City Project ❑ EUC (PUD, VERIZON, PSE, AT& T, OVWD) L .❑ "`.11�ulti-gamily Single Family ❑ Other INSPECTOR: Nl� .m M f-'LL' �Sl 11✓RpT F. PAVEMENT CUT: ' ❑YES ` NO G. SIZE OF,CUiY :X, `-` •� CONCRETE CUT: ❑ YEN- '�NO ' -'—__:`INDEMNITY. Applicant understands by his/her signature to this application he/she I olds the Cityof Edmonds harmless from i ,a injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may421 m de against the City'of Edmonds or.)arry' -of its departments or employees, including but not limited to the defense of any legal'roceedings including defense ' °costs and attorney fees by reason of granting this permit. THE (CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP, AND MATERIALS FOR A PERIOD OF ONE FEAR JFOLr,,UW7NG THF, FI1�LAlt� INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES W !"E HELD UNTIL THE iFIML STREET hk,# IS kin - j° t COMPLETED BY CITY FORCES,,AT W7IICH TIME A DEBIT OR CREDIT WILL BE PROCE55 D.FOR ISSUANCE TO THE APPLICANT R;l. ♦' iTraffic control .and. public safety shall be, in,accordance with City. regulations as required by the ity,Engineer. Every '. �flagger'must be trained as required' by (WAC) 296-155-305 and must have certification eriiyVil g.cbmpletion of the required training in their possession. ♦ Restoration is to be in accordance with City codes.. All street -cut trench work shallobe patched with asphalt or Cityk ,, approved material prior. to the end of the workday--' NO EXCEPTIONS. /� ` r• ♦ Three sets of construction drawings of'proposed;work are required with. the permit application. CALL DIAL -A -DIG (1-800-424=5555) PRIOR TO BEGINNING WORK I HAVE READ THVE ' OVE SWAT • .NPT ANJ UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE TILE T I MUST 11A E THE PINK 60E-TME ERMIT AVAILABLE ON SITE•AT ALL TIMES FOR INSPECTIONS (Contractor Y ]FORtCITY USE ONLY Y) uthorized: Void Conditions:, i� Date: ���/a3 Right-of=way Fee: Disruption Fee/Fund. Ill: Restoration Fee: Total Fee: Receipt No:0*zV Issued by:, UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION,IS REQUIRED PER CHAPTER 18.00 OF THE EDMOND$. COMMUNITY -DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326) ' :. F.,IIVAL APPROVAL OFPERMITTED WORK: Cal ;DATE: 9' d Inspector's Signature For inspection requirements see Engineering Inspection Information'handout. NO �1�OIZK til-If�l..l� 131(:IN PIZIOIt "I'O I'I?IZ1�11T ISSUANCE FILTER FABRIC - SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 11 2'X2' WOOD OR c EQUIVALENT 8'- 12' I 8' PLACE 3/4'-1.5'. WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. c l l cu FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 11 tt 11 tl WIRE MESH SUPPORT FEUE TO SUPPORT FILTER FAMIC. 11 tl 1 l t l -_ l BURY BOTTOM OF FILTER l l MATERIAL 8' TO 12' „ tl 6'MAX.__ Il tt L\ u 2' X 2' WOOD POSTS OR EQUIVALENT I CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. 0 SRtisQ°�'�p,G plie E s'-(D) BINDING WIRE OR r� EXCAVATE TRENCH 8' DEEP TWINE WHERE STRAW BALES WILL _f �___� , 1 BE PLACED AND STAKE BALES. i. COMPACTED SOIL TO III PREVENT PIPING --1 1 1 l----t 1 1---I l l- -. l l 1-� q i i---1 --� l 1-- --1 CROSS SECTION OF A PROPERLY INSTALLED STRAW BALE BARRIER TWO STAKES PER BALE TO MAINTAIN POSITION STRAW BALES AS 7 r'► REQUIRED. r•+� % r� r� YV ri n /I v•14 v v PROPER PLACEMENT OF STRAW BALE BARRIER IN A DRAINAGE WAY CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. S �O 0 SV�FP 2 OP�s �Qpsw �N Cp�{Ess OF EX. STORM PRIOR TO CONSTRUCTION AND N011FY DESIGN ENGINEER IF A PRO EXISTS. 132703-3-003-0002 RIIRY ►A Rf1(_KVJP1I Scale 1'=30' 0 Zoo 19$ All utilities within 9t' Avenue ROW §4P� RpP� ' MIN. RADIUS ,4'-8' QUARRY SPALLS 8'-12' MIN. DEPTH _ `rofFJ.rTo PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD. CITY INSPECTION REQUIRED ON ALL EROSION CONTRO MEASURES BEFORE WORK CAN BEGIN. I� 11 I oo ��Tt�ANGfr/ �pp�RY CONSTRUE ON I TE ENT�NCE REQUIR � I I� Elev west property line 184 I I Gross cut volume 480.43 cy Garage slab on grade Floor Plate Height 193.70 All areas of cut and fill occur within Footprint of dwelling Main house excavation: Variable cut depth; 3' average Garage excavation: ( Garage is slab on grade 3' cut depth is used because of grade conditions; it does not reflect rirr. joist and crawlspace. ) Elev east property line 202 3149 sf x 3' depth ( average } Divided by 27 for cy = 349.88 CY 1175 sf x3' depth ( average ) Divided by 27 for cy= 130._55 CY Subtotal: j 480.43 CY (Less Credit for Demolished House and Garage on Site) : (-230.00 CY) House = 1375 sf Garage= 700 sf Total excavation credit therefore= 2075 sf x 3 feet deep divided by 27 for cy= 230.56 CY credit NET TOTAL _ _ _ 250.43 CY Note: No cut or fill is assumed for outdoor hardscaped patios APPROVED BY EN;�'.:: yERING RECEIVED r 3 IC r-71 F DEVELOPMENT SERVICES CTR. A b t1imulmlia N 0 all co 40 ?�^ o � Q N L G7 3 v ca N � i l rn c CieM, oco � cC N I 7��� FILE REcL=jvE:o rllll� --- 1. DEVELOPMENT SERVICES CTR. CITY OF EDMONDS SECTION 13, T. 27N., R. 3E., W.M. Of l � /� v�P� �/10 4SEMOW OFF 132703-4-060-0000 STEPHEN VERHEY / EX DEBAR NO'D 16916 0 r Irk 'f ;✓ R U J r D ,\ L r 0 �J r J-J r 0 U J\J D U N R r C 0 r� J r D EX.SSMH ZONING : RS-12 132703-4-063-0007 ALLAN R. & CHERLYN K.R. STARRY 0.15' N EX. REBAR NO'D. 16916 TOP = 182.17 WSI" "WSI" 0.02' N INV = 176.82 /EX. 3/4" IRON PIPE 0.9 N NEW WATER METER jD jam. N 89'44'43" E (M,D) �� 600.38' (M)�0 592.26'-(D)_ \ -- VQR'IQT3•'- - --—f------ f- ---- — WATER SERVICE / / �-- Qom, r / J lb' TRACT A,: / / o�,o.o / 21, G� / �D / I CB 1 / ° I 48" TYPE / �pQ �o^��L� / ��� / / - - I W/OIL WATEL2 R SEPARATd yy / �� - TOP 169.6t (F.S.) cp INV = 18 .00 SD SOUTH LINE OF O ^ N 26.1� = / -6" sb 00.5 GOVERNMENT LOT 3 9 4 W 64 D)t y so 62 (A1) 6 / \ 6 132703-3-002-0003 S / EDMOND L. BROWN / \ ZONING RS-12 - / U1\1PL TTr J / N6 i i RESTRICTOR OF EX. STORM PRIOR TO CONSTRUCTION AND NOTIFY DESIGN ENGINEER IF A PROBLEM EXISTS. i 132703-3-003-0002 RUBY M. ROCKWELL i i A \ SO>\/1r �Sr T \ EX. 3" BRASS SURFACE — MONUMENT WITH "X" VISITED 10-8-1997 CyORp--/v \\\ \ \ W 44n . l � a v a a to ELEV. 185.02 I i T _ 33 6"X4" TEE 3.3" DIA. ORIFICE ELEV. 183.00 ELEV = 189.6t (F.S.) CUT HOL DIA. IN 12 GA. ATE & WELD TO CMP CROSS. PIPE SUPPORT HOLE TO BE SHARP - EDGED, SHOP DRILLED. 6 RISER FLOW _---FLOW RESTRICTOR STANDPIPE WITH N.T.S. ANNULAR RECORRUGATED END 3" MIN CLEARANCE ® ANNULAR BAND ATTACHED TO _PROTRUDE 6" BELOW ORIFICE ® PLATE WITH SCREEN WELDED TO BOTTOM OF BAND LOCKING LID OFFSET WHERE OPENING IS DIRECTLY OVER LADDER AND RESTRICTOR IS VISIBLE AT ONE EDGE OF GRATE 6" MIN. 'K STD. GALV. STEPS I//GG a —A DETENTION PIPE ham°' -50 LF OF 36" ADS N-12 ® 0.5% INV 183.00 A INV 183.27 24" '• TYPE 2 CATCH BASIN EEil 48-INCH DIAMETER (TYP) SCREEN (JOINT LOCATION VARIES) 24" BASKET , -SEE DETAIL ELEV = 193.0t (F.S.) • 4 . �--14 GA. MESH ALUMINUM SCREEN, 3/8" SQ. OPENINGS l 4' SCREEN BASKET N.T.S. ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED DETENTION PIPE DETAIL AND COATED WITH ASPHALT (TREATMENT 1) OR BETTER. N.T.S. EX.SSMH TOP = 192.96 INV = 186.31-S INV = 179.16-N 132703-4-113-0007 DARRYL R. & DIANE K. SABIN Iur' = kr.s.) TREE LEGEND 0 EES TO REMAIN 0 TREES TO BE REMOVED I EX.SSMH TOP = 205.64 INV = 195.42 co D C m C m ( EX.CB TOP = 198.37 INV = 196.87-12"N, S & W ] I I SCALE 1 "= 30' 15 0 45 o ( EX.CB I c'(z TOP = 199.70 0 30 j' INV = 198.25-12"N & S I I EXISTING TEE IN SEWER VICINITY MAP NO SCALE I I MAIN ® 1+82 I I • SOUTHEAST CORNER I, I OF GOVERNMENT LOT 3 EX.CB I I TOP = 202.33 I I INV = 201.03-12"N & S I APPROX. LOCATION WATER METER �I LEGAL DESCRIPTION �I LOT 1, CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO. LL-2000-58, AS RECORDED 1 UNDER AUDITOR'S FILE NO. 200006025006, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. (� (ALL BEING A PORTION OF GOVERNMENT LOTS 3 AND 4 IN SECTION 13, TOWNSHIP 27 NORTH, II RANGE 4 EAST, W.M.) IId II I I it �I /— EXISTING FIRE HYDRANT EX.CB TOP = 205 32 BASIS OF BEARINGS CHORD BEARING-N 68'53'18" W. FROM EXISTING MONUMENT AT POINT QA TO EXISTING MONUMENT AT POINT 08 ALONG THE CENTERLINE OF SOMERSET LANE PER THE PLAT OF "SOMERSET- (VOLUME 34, PAGES 69-70) FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM 20' I INV = 203.30-12"N & S ,ACCEP'fAbLE TIGHTLINE I SDR 35 MATERIAL I I WATER &SEWER SCH 40N- 12 INSPECTIONS READ. t:,910 HANCOR CALL 425-771.0220 EXT. 1326 APPROVED BY ENGINEERING Date: r FED r RVFLO^i,F�;dT RVICCS I.al"y �;,I. Er3PfONOS =jF T T� FEB 2 5 2002 DRAINAGE PLAN FOR STEVEN AND JANET CARUSO IN GOVERNMENT LOTS 3 AND 4, ALL IN SECTION 13, T. 27N., R. 3E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON CITY OF EDMONDS FILE NO. LL-2000-xx L_ SECTION 13, T. 27N., R. 3E., W.M. 3 R U I D A r J Nr r l Er� J U 1\1 J o ZONING RS-12 4111 / / �,�Q-• P i �/ 132703-4-063-0007 BLOW -OFF ALLAN R. & CHERLYN K.R. STARRY i ASSEMBLY 132703-4-060-0000 EX.SSMH / °�P f / STEPHEN VERHEY TOP _ 189.97 / .� /� / EX. REBAR NO'D. 16916 EX.SSMH INV - 176.82- "WSI" 0.15' N EX. REBAR NO'D. 16916 TOP = 182.17 / 0 �`•-' = �c� / WSI" 0.02' N INV = 176.82 Jo �i.+ / / EX. 3/4" IRON PIPE 0.94' N �o� > IR O / �� 1 j'� - / NEW WATER METER - j - - N 89_44'43" E (M,D) ^� 600.38'-(M)�0 592.26'-(D) ���� / V 0 �"�'` ' �� ' T / WATER SERVICE / / / 252 / / ' -- s ss ss / �4"PVC RO � A - TRACT A Co so CB �v ih 48" TYPE 2 ��� / ��.P CB TOP s 193.0f (F.S.) 1 48 TYPE 2 / o INV 183.27 t�, fx .� W/OIL WA�ER SEPARAT / ��• / o O / �� so TOP a 18'9.6f (F.S.) / J / �"}6< `l - ^� ,' ` - - - - INV 1813.00- / z / / I �p `�� ep G- -`oar / N 89 46-45/ E p� ( 6 6.82' M/, o ^/ / 4 PV>C ROOF DRAB GSOUTH LINE 0OVERNMENT OT 3 N 76.1g 43 W 1 / 19So6/Sb ®0.5� so, M -\ \ ®1.0% MIN. (TYPE � iM,D) y 62 \ .0 _ DE NEON pp ¢- - - - S4' �� .5 627.8g 72' 30„ iD 132703-3-002-0003 ) \ / EDMOND L. BROWN •' so _` y ZONING RS-12 S� / U1\1PL TT J / CONTRACTOR TO VERIFY INVERT / N 6 OF EX. STORM PRIOR TO 4 , CONSTRUCTION AND NOTIFY s w DESIGN ENGINEER IF A PROBLEM \'�S> EXISTS. - - - % 693 \ 132703-3-003-0002 i � RUBY M. ROCK WELL i \� S0>JE SET i 1 \\ EX. 3" BRASS SURFACE--- ` \ MONUMENT WITH "X" \\ VISITED 10-8-1997 \ \\ \ r \ •'''� \ CHORD` \ \ \ \ w, \ 44n RESTRICTOR � a a r� co ELEV. 185.02 I T _ 33 6"X4" TEE 3.3" DIA. ORIFICE ELEV. 183.00 ELEV = 189.6f (F.S.) LOCKING LID OFFSET WHERE OPENING IS DIRECTLY OVER LADDER AND RESTRICTOR IS VISIBLE AT ONE EDGE OF GRATE ELEV = 193.0t (F.S.) 6" MIN. ::: • . � a -A STD. GALV. STEPS pI A CUT HOLE " IA. L. N. T. S. IN 12 GA. ATE & WELD TO CMP CROSS. PIPE SUPPORT, ;.. DETENTION PIPE HOLE TO BE SHARP- j -50 LF OF 36" ADS N-12 0 0.5% EDGED, SHOP DRILLED. 6 O PVC 77 RISER FLOW vWi INV 183.00 INV 183.27 RESTRICTOR STANDPIPE WITH N.T.S. _-----FLOW ANNULAR RECORRUGATED END 3" MIN CLEARANCE - O ® _-ANNULAR BAND ATTACHED TO - 24• TYPE 2 CATCH BASIN PROTRUDE 6" BELOW ORIFICE PLATE WITH SCREEN WELDED 48-INCH DIAMETER (TYP) ' © TO BOTTOM OF BAND (JOINT LOCATION VARIES) SCREEN za' BASKET. -SEE DETAIL ,- 14 GA. MESH ALUMINUM SCREEN, 3/8" SQ. OPENINGS ° 14 SCREEN BASKET N.T.S. ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED DETENTION PIPE DETAIL AND COATED WITH ASPHALT (TREATMENT 1) OR BETTER. N. T. S. EX.SSMH TOP = 192.96 INV = 186.31-S INV = 179.16-N 132703-4-113-0007 DARRYL R. & DIANE K. SABIN CO J D m z7 CI I m I zI I 20' I � I TOP = 198.37 INV = 196.87-12"N, S & W I �, SCALE 1' =30' 15 0 45 o ( EX.CB TOP = 199.70 O 30 CV I INV = 198.2598.25-12"N & S 1 I � I - EXISTING TEE IN SEWER I MAIN 0 1+82 to !E ST CORNER VERNMENT LOT 3 EX.CB TOP = 202.33 II INV = 201.03-12"N & S W/LOAD BEARING LID I TQP = (F.S.) I� I ( I I I I I EX.SSMH TOP = 205.64 INV = 195.42 TREE LEGEND 0 EES TO REMAIN 0 TREES TO BE REMOVED � I APPROX. LOCATION WATER METER�� TO � ►I 11- I �I I (: I I I I II /- EXISTING FIRE HYDRANT EX.CB TOP' = 205.32 INV = 203.30-12"N & S LEGAL DESCRIPTION VICINITY MAP NO SCALE LOT 1, CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT NO. LL-2000-58, AS RECORDED UNDER AUDITOR'S FILE NO. 200006025006., RECORDS OF SNOHOMISH COUNTY, WASHINGTON. (ALL BEING A PORTION OF GOVERNMENT LOTS 3 AND 4 IN SECTION 13, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.) BASIS OF BEARINGS CHORD BEARING-N 68.53'18" W, FROM EXISTING MONUMENT AT POINT QA TO EXISTING MONUMENT AT POINT ALONG THE CENTERLINE OF SOMERSET LANE PER THE PLAT OF-SOMERSET- (VOLUME 34, PAGES 69-70) WATER & SEWER INSPECTIONS REO'D. CAL4 425-771.0220 EXT. 1326 APPROVED BY ENGINEERING Date: 02 F�TO IBE QI DINNTOOT DETENTION SYSTEM ACCEPTABLE TIGHTLINE MATERIAL SDR 35 SCH 40 N-12 F310 HANCOR FEB 2 2ts02 D%VELOP64ENT 5`rVICFS OT�i• CITY 01= EDMONDS i� FEB 2 5 ?no2 STEVEN AND JANET CARUSO IN GOVERNMENT LOTS 3 AND 4, ALL IN SECTION 13, T. 27N., R. 3E., W.M. OF EDMONDS STREET FILE SNOHOM SIHYCOUN Y WASHINGTON CITY OF EDMONDS FILE NO. LL-2000-xx ed uTUri es + DRAINAGE PLAN FOR