Loading...
1040 6TH AVE S.PDFIIIIIIIIIIII5381 1040 6TH AVE S CITY OF EDMONDS 121 5th AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT jn c. J S90 July 16, 2015 MEMO TO: , Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy DAVE EARLING MAYOR sTREET FILE Fire District No. 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds. Information Services Comcast Cable Waste Management Northwest Allied Waste Due to a 3 lot subdivision (PLN2014-0039) of parcel 27032500214000 dividing 1 lot into 3, new addresses are being added to the Edmonds Address System. LOT 1: 1040 61h Ave S. (Parent Parcel: 27032500214000) LOT 2: 546 Forsyth Lane LOT 3: 542 Forsyth Lane If you have any questions regarding this letter, please contact a City of Edmonds Permit Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future address change notifications. Sincerely, Linda Thornquist Senior Permit Coordinator Cc: file • Incorporated August 11, 1890 • Sister City - Hekinan, Japan Snohomish County Online Property Information Page 1 of 1 Snohomish County Assessor's Office Snohomish 4i* Snohomish County Online Property InformationCounty Washington Assessor Home I County Home I Privacy Statement I Disclaimer I Contact Us Show Overview Map ❑ View Property Information Recent Sales: ❑ All Sales ❑ 2015 Sales ❑ 2014 Sales ❑ 2013 Sales Find Parcel Number: _ -- Go Go to I Select a City V Locate Address Map Action: Zoom In Zoom Out Move Map Full View Refresh Map Print Map Previous Map Map Layers: some layers disabled when zoomed out ❑ Color Aerial Photo O 2007 * 2012 ❑� Tax parcel numbers ./❑ Street Address ❑ Benchmark Areas (by color) ❑ Benchmark Numbers find a specific benchmark area ❑./ City Names & Boundaries Frequently Asked Questions • � + ' It �1� u t , 537 FORSYTH'lM ' 270325002166'UO • � � • 1,: � "ut , �`� + , ! •r f,- a� � : , _ �17� 25Qa21 B f .'0322..F13P00 I* r y ;. si Sri+f ill 1 •'," 5A5'FORSYTFC LM 559 FORSYTH LM •' I �' '' ' ;i 10 FORS Q! LAME. fl ' _ •`. ` • , f 1 ' 1 1 s•-ice t UQt � + , , �' � i%lL + f►�1:.��11�1 Ili 1040 6TH AVE S k•, t c, i; } '270325040213900; 2703Z50�Z (4Q�0 ', _ 1. 526 FORSYTk LH 2703250021 t 4 a U06 I r al -� j _- � }, ] It..- a uF'E iS � ._M't V . �:•l 12_kti� W 27032500219400�it ; E S - 1056 6TH AVE S ' "' 1060.6TH AVE S. _ ' 27032D0219i T i270325002J9301r 1058'BTH.AVE G SOUTH Map Help > Move Map: click, hold, and drag the cursor over the map to move in any direction Ali I ' 006 A k ti �S T http://gis.snoco.org/maps/property/viewer.htm?PIDA=27032500214000&ADDR=27032500214000 7/16/2015 : 4�D 410 420 405 Becks 52o Commodore 424 m m Bank [ 437 d2 514 9-3m 1u m 1u m m e at, ro is e e io e m <o J.. G^ SOB .2 Eta 502 504 503 515 o m 506 519 504 525 m i 533 m WA S37 539 B10 E j 5,1 m 6 ys 5t0 . > ; 1 609 o N Q _ 613 =tleb ?, 617 AO S6 " a 415 m ^ � i 425 660 654 o a o N o m m n 515 fXf m N 660 654 o a o N o m m n 515 fXf m N CEDAR ST 520 523 525 538 531 527 om 810 826 (L U• �y B42 5aB MA m m O1 m N B71 812 > W 617 606 m 703 i� ( 879 816 o 608 m s64 703 700 W - PRUCEST 639 s ?' 612 oo 706 707 m n m Q 0 718 j 801 805 809 620 61B W < 702 0 ,' n a c Q 7 44 Q 1 m a N n 720 723 718 ^ F: u< m m m m 800 g oH' 726 727 829 710 709 ^ 716 a 721 n m n a n H 527 535 _ ^ 714 712 711 003 521 639 HEMLOCK ST ^ m ^ 720 73 643 716 801 m m m m 829 621 N y o o iO 802 n 808 809 m 830 <o m u^i 814 812 m m n 842 B,o 713 a LAUREL WAY B35 e,o ' (631 5,5 umNt �� 644 B2U N ^ 804 .651 f_ 7 R Boa 901 - - LAURELST 831 822 818 1 j ".500 .- 520 53, 545 549 558 908 m 909 m m a o o 115 �� Z5 902 ' I 525 529 541 547 558 916 919 917 906 ^ 909 i-=� m 912 w 505 Bt8 m n 515 527 vl �n 611 921 am 7 77 '� ^ ^ I 9,4 m m 916 � too, uo m � m � N � � 1010 Exe we 1005 525 559 F�l 1H1tIN 1 ANF ... L 11w V O 0 510 54 1067 t c o $ 1058 1103 541 N o Continental R PL " 1113 Sh rock o c 530 $ � 1123 Laurel a N = 1124 553 573 1 �m 11a2 500 m 550 ELM Wit Highland Park o 1mm" PINE ST 111 PI Pine S#� � g rb m � m 1005 722 740 1002 812 816 832 1010 -. 7 loll 1010 1009 1008 1009 -�; Park-:. 1o15 1024 1015 ,010 a , tots ,o,s lota 1021 1023 1022 1021z, - 1021 1022 1023 1024 17 1013 to 1 1030 W 1027 c c W. 1031 1030 W 1029 IOtB CUD W 1020 U) W j 1033 ,Q 1034 Q 1029 Q 1035 1034 Q 1031 1034 Q 1029 1034 Q 1031 1036 TTQry�"{ 1037 Q 1031 1048 k; 1oa, an m 1033 U .� ,03s to4o loa, 1038 . 1040 1 1039 1037 1050 1049 1048 1049 1040 1043 1045 1048 1 1 7041 1052 1053 1042 1044 10 t0 m 825 645 1055 1062-- 1063 746 [ 609 1082 827 ,054 1051 • .N •,m � .. FIR ST . -4 1061 o m m m ^ a No m o = o m 736 Y 105 1114 () ' tlta 7V[ 1108 1111 fit& .',. 1113 708 1,18 1123 1121 1120 1121 710 1118 N 1121 1122 1115 1126 1125 1128 1136 1125 1131 1124 1131 1138 1131 1122 Q 1125 1126 a 1137 1130 1141 1140 1128 'a1131 1131 1132 1133 1134 1132 _� a u 901 1143 1140 1151 1142 - 1137 .. 1134 1150 1g 140 > d 1141 lta8 .1n 1161 1146 •W 1141 1136 - CAVE' ' 111 B BB > 1,59 1143 1146 1149 , 158 j Q 631 639 Q �.-Park`-, 1152 1153 m �� 1161 759 1149 1154 ,157 1147 1160 y lI y m �1 637 642 644 700 708 m a or 760 1201 819 829 641 839 5 1 ^ 0114 701 709 1206 - 835 a224W 6` 0, 623 62 <27 715 1210 1221 am m �09 605 ���� 622 624 721> 1214 - ELM WAY 1219 SHORT PLAT NO. _ EDMONDS, WASHINGTON LDr1-l6gb Ave 2763Z5QO2114,0p.0 a ( OR FEET EET > 1 IPeb 20 (L r�T � ��Z �c�� �'► 40 P L'i 4 r � yO N Iv N SURVEY LEGEND c'aRe CLF CHAIN UNK FENCE `I FORSYTH LANE rou"o suRVEr uaNUMENT NB9'38'09'E 654.66 _ I _ _MIC —1/—M H FENCE UNE (CHAIN LINK) L'-------- 1\ --- -e'---M- FENCE LINE (WOOD) _________________________ HvOO RRE HYDRANT____�_ ___T1�__ ti, 4WOF N89'36'09"E 160.00' CONC WALK j GP GUY POLE . _- _ .. _ ._ M CAS VALVE �II 66.00' - 46.00' 48.00' 5.Go'a " NH HMO HOLE L. REBAR/CAP'15025' O i i. LOT 1 ~ I $ cl uN ("") uAo:TENAncE nLxP ii 6 0 6,027 SF STORM CATCH BASIN 9 II LOT 3 3 3 IEMSnNG ORIVEWAY Puo POWER METER is 6,030SF�0 PPO POWER POLEIn I y I ' f _�% I 1 PROPOSED LOT tDNES 1 72=0 I PV POWER VAULT PPAROiL B N M I i! I �^( !/ = I LOT 2 ml o I r^— o I Hi WM.^, HATER METER MA NOL 201400I0 = I i� ` � � 6,030 SF z I ri I 5 ON WVN WATER VALVE 3 I� (` 'y/✓� ♦� 5.0' I ^ I # WOF W000 FENCE ( V II I? 2 is ii s��3p. PV NATO O�AyI n la D II I ryO 11....GG 1 V. O iz 1, C PARCEL Nwlgt?R: Z II G PA` G�'S. A NEW HOUSE I 1 S0' TO BE z I " rn 2703xs002138 I "0 FOOTPRINT t` 18LA RI®. MOM 0 PER APPROVED LI O�Cl.TEo I (n 10' DRAINAGE II 5, L.^ 1 N BUILDING PERMIT lS tt ESKT PER I 1 7 I (10140313 ( SO ) AFN 901018..S II 3 2O.e' GI, �'* "y �I I I Ei T-G FID REBAR WITH , 3• CAP'15025' - 'O 1.1 rn z 6 O, I d m 10.0'. SANITAR se" EASEIAENT .L N89'38 09r ��� DD� PER REC NO 1894653 �� Ie'NRB FD REBAR/CAP -15025 I� PRIVATE ROAD 4 . N (SP S-I1-90) MWSv (Ii _—_______ _ ___________y1r^30' ROW —To TACK/ LEAD PARCPARCEL NUMBER: 1 I 2T03]�pN¢�U�M61E�RQ:� I. 27032500219200NUER: I ,T•yT, � � � � / / 1 17�r�6 FD TACK/ LEAD i I AUG 2.1 2014 DEVELOPMENT SERVICES MIG A.F. NO. COUNTER 0 N C O ;_ L J tip O• "e ($ G � H�Cot�P P�µB�A4`O. 0 N 0 rn < I— 3 O J ()f 14- d Z N F O � N O In N V) O Zc�\ WN �. w LIB 0 N � O c �z x U Q d' ~ VI O Z O (n p W JOB NO.: 12378 DATE: 8/19/14 DRAFTED Sr. TLR _E: 1" = 20' 2 OF 3 'STREET FILE Certificate of Occupanlev Building Division '')c. 189J This certificate is issued in accordance with the requirements of Section 111 of the 2012 International Building Code certifying that at the time of issuance this single family residence was in compliance with the applicable provisions of the codes and ordinances of the city regulating construction and use of buildings. Description: 64 -Single Family Residence New Site Address: 1040 6TH AVE S, EDMONDS Permit No: BLD20140313 Construction Type: VB Parcel No: 27032500214000 Owner: NANCYVEHRS Occupancy Group: R-3/U POBOX 191 EDMONDS, WA 98020 ding Offildidr POST IN A CONSPICUOUS PLACE 07/21/2015 Date Issued P LAN N I N G -DATA 11 STREET FIg.E SINGLE FAMILY RESIDENTIAL Name: Date: -ILI Site Address: ©�t Tax Parcel Pe7 o 3-)- �D U� I q0 0 Project Description: � �; Plan Check #: L ao r f 03, Reduced Site Plan Provided: (YES / NO) Zoning: Map Page: Corner. Lot: (Y� / NO) Flag Lot: (YES /) Critical Areas Determination #: \- o01L-1 ❑ Study Required Waiver SEPA Determination: IRY-Exempt ❑ Needed (for over 500 cubic yards of grading) . ❑ Fee ❑ Checklist ❑ APO* List with notarized form Required Setbacks Stre Side: Side: 5� -Rear.— Actual Setbacks Street: ` ,� Side: Side: Rear: 73 dM ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs Deck: Buildin Hei ht Datum Point: CPA,- '1-Xk Datum Elevation: b . Maximum Height Allowed: Actual Height: a u Other Parking Required: 2 Parking Provided: Z Lot Area: b � 3 Maximum Lot Coverage: 350 Proposed: �'� Lot Coverage Calculations: ue-- Sr 5 7 ADU Created.: (YES / Subdivision: Legal Nonconforming Land Use Determination Issued: (YES / Comments Plan Review By: PlannIin9 gate Form m-I4-09.aoo 1 PLANNING DATA S7' ET !1LE Plan Review By: Planning Data Form 07-14-09.doc September 1, 1966 Memo to: John E. Moran Supt. of Public Works From: Leif R. Larson City Engineer Subject: Sewer Connection Charges Property Description: That part of the SW1/4 of the NW1/4 of Section 25, T27N, RX , W.M., described as follows: Beginning at a point 630.00 feet east and 375.00 feet south of the NW corner of said subdivision; thence South, 123.00 feet; thence West, 150.00 feet; thence North, 123.00 feet; thence East, 150.00 feet to the point of beginning. Commonly Known as: Owner: Martin A. Hammer The above described property falls in the 5% zone; therefore, it comes under the minimum charge of $300.00; total zone front footage, 30.75. LRL:rf Attachment �:. FILE September 1, 1966 Memo to: John E. Moran Supt. of Public Works From:' Leif R. Larson City Engineer SUbjectt Sewer Connection Charges Property Description: That part of the SW1/4 of the NWJ/4 of Section 25, T27N, R3E0 W.M., described as follows: Beginning at a point 630.00 feet east and 375.00 feet south of the NW corner of said subdivision; thence South, 123.00 feet; thence West, 150.00 feet; thence North, 123.00 feet; thence East, 150.00 feet to the point of beginning. Commonly Known as: %o 41,9 Owner: Martin A. Hammer The above described property falls in the 5% zone; therefore, it comes under the minimum charge of $300.00; total zone front footage, 30.75. LRL:rf Attachment - -I CITY OF EDMONDS. VIC CENTER —WATER-SEWER DEPARTMENT Cail PRospeet 6-1107 when work is ready for inspection. (No Inspetr SIDE SEWER PERMIT tons Saturday, Sunday or holidays,) N2 1461 1040 Sixth Avenue South ADDRESS......- •----•--•--------•--_. ..................................... OWNER .......... .&r#2.................................... CONTRACTOR_.. ..-fee---�l�o-3:e�...................... _ Sept. ? 6 .............. Permission is granted ._._.._.._... _ •-------•----•-•--------------- 1 .._._.._I 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 2y,- No bends in grade sharper than % will be permitted. NOTE No. 4—Trenches In street must be water settled and surface of street restored to original condition. Contractors shall be responsible 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 _ ponsfble for purtenances except to insert the pipe into the wye. provided for 1n the permit, or to do any work on the main sewer or its ap- APPLICATION'cARD .No. f----.---- .� or The City of Edmonds ;r� SIDE SEW, ER - PERMIT _ EASEMENT No. _. 111 t G J� J/. 7 OUTSIDE �. . .. INSIDE ❑ REPAIRS J f .F.9 OWNER . s L!i .�. ��� .--- CONTRACTOR - ............/� • U`",, ;: PERMIT No.[/ A STREET HOUSE No 1� l.:.U...:.L ••... ..................., Q_ - ................... AVENUE LOT No --- --•-- - _---•-------------- ------ -------. BLOCK No. ...................... .......................... NAME ADD. —A -�s� � ..:c? -r�. ��,_ 71 f�� i "�i � .1� 0 - � =� :. `f A?t_�:. �.:. .../.....i � J jf �� fj f� : ..It a ,Li Af PROVED Date APProved: L/./ v. 'BACKFILL WORK ORDER ISSUED ................ ..................... DEPOSIT, $.............................. ........... SEWER WORK, ORDER ISSUED ------------------•-•-------------------- DATE ... -- 0..._...'Z.= ...... 'By ---•----------• ------ . • t E A S E M E N T For a good and valuable consideration, the grantors CHARLEs W AIN AND ALI cE JOY CAIN, HIS WIFE, hereby grant t0 the owners, A NeMMFR AND PI I e (' IaeMMFR —MARTIN _ W ► a v I Qe and to future owners of. THAT PART OF THE SW; OF THE NW� OF SECTION 25P T27N, R3E, W.M., DESCRIBED AS -FOLLOWS: BEGINNING AT A POINT 630.00 FEET"EAST AND 375.00 FEET SOUMN OF THE NW CORNER OF SAID SUBDIVISION; THENCE SOUTH, 123.00 FEET; THENCE WEST., 150.00 FEET; THENCE NORTH., 123.00 FEET; THENCE EAST,, 150.00 FEET TO THE POINT OF BEGINNING. j SITUATED IN SNOHOMISH COUNTY WASHINGTON. An easement for the installation, operation and maintenance of a sanitary 'sewer line over, across, through, under and upon the following described property, situated in Snohomish County, State of Washington, to -wit: ,r THE NORTH 10.00 FEET OF THE WEST 160.00 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND: THAT PORTION OF THE WEST OF THE SW* OF THE NW; OF SECTION 25, T27N, R3Ei W.M. DESCRIBED AS FOLLOWS: BEGINNING AT POINT 621.00 FEET SOUTH AND 330,00 FEET EAST OF THE NW CORNER OF SAID SUBDIVISION; THENCE EAST 300.00 FEET TO ROAD; THENCE NORTHI ALONG ROAD] 123.00 FEET; THENCE WEST] 300.00 FEET; THENCE SOUTH 123.00 FEET TO POINT OF BEGINNING. DATED this day of 19 Ii t {( f CHARLES W. CAIN STATE OF WASHINGTON ) ss COUNTY OF SNOHOMISH) t` On this day personally appeared before me and {►LICE JOY CAIN , to me known to e theindividuals _ `- decor bed n--and -Who--executed t e-w th °n =and-foreRoinp-instrument, and acknowledged that THEY signed the same as free and JHEIR voluntary act and deed, for t e uses and purposes therein mentioned. i GIVEN under my hand and official seal this day of t 19 Notary 1 c in an or t e ! State of Washington., residing ` i . N .. i E A S E M E N T For a good and valuable consideration, the grantors CHARLES W. CAIN AND ALICE JOY rALN. HIS WIFE, hereby grant to the owners, MARTIN A_ NA_MMFR AND FIIA r- HAMMFR NIa WIFF and to future owners of: THAT PART OF THE SW4 OF THE NW4 OF SECTION 25, T27N, R3E, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 630.00 FEET'"EAST AND 375.00 FEET SOUTH OF THE NW CORNER OF SAID SUBDIVISION; THENCE SOUTH) 123.00 FEET; THENCE WEST] 150.00 FEET; THENCE NORTH] 123.00 FEET; THENCE EAST., 150.00 FEET TO THE POINT OF BEGINNING. SITUATED IN SNOHOMISH COUNTY, WASHINGTON. An easement for the installation, operation and maintenance of a sanitary sewer line over, across, through, under and upon the following described property, situated in Snohomish County, State of Washington, to -wit: THE NORTH 10.00 FEET OF THE WEST 160.00 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND: THAT PORTION OF THE WEST j OF THE S4 OF THE NW4 OF SECTION 25, T27N, R3Ej* W.M. DESCRIBED AS FOLLOWS: BEGINNING AT POINT 621.00 FEET SOUTH AND 330.00 FEET EAST OF THE NW CORNER OF SAID SUBDIVISION; THENCE EAST 300.00 FEET TO ROAD;'. THENCE NORTH] ALONG ROAD" 123.00 FEET; THENCE WEST,, 300.00 FEET; THENCE SOUTH 123.00 FEET TO POINT OF BEGINNING, �T A 5 s65-5sc-7,1,Mr / Zoo DATED this day of , 19 CHARLES W. CAIN STATE OF WASHINGTON ) i ) ss COUNTY OF SNOHOMISH ) On this day personally appeared before me QIARiFA W_ CAI and ALICE JOY CAIN , to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that THEY signed the same as THEIR free and voluntary act and deed, for —the uses and purposes there n mentioned. GIVEN under my, -hand and official seal this day of 19 .� Notary Public in and for the State of Washington, residing I . at r ��E FILTER FABRIC SECURED TO 2- X 2' 14 GA. WIRE FABRIC EQUAL 2' X 2' WflOD OR FIGURE 1 CROSS --SECTION of T'>'PICAL DETENTION YSTEM CATEGORY 1 SMALL SITE PROJECT, QV4TE TO PREVENT DAMAGE 713 PIPE RUNOFF FINISHED GRADE FROM d� SITE i CONTI YL CATCH B:WN I ox4 0.50W TO 0,75f SLGPF SEE MURE 2 IE TDIN PIPIT LENGTH R 70 TABLE 1 i-• �;,� � I� FIGU 2 DETAIL OF CONT � L CATCH BASIN LOCKING ELEUA7K7fi1DO MIN. MMUFED FROM THE TOP Cr THE CRETE BOX DR RISER a.S 11 helerr +3nmw Ptpr - rtlhrr a in or 10 In Slnnwtnr - Srn nc TehW 1. E DETET"ON PIPE U1 _ a (,,�I�slolln 1 74 APPROVED caLLWnCN Pa Orr L t Il4iiy. URI"ICEiSIZE PER TABLE 1 FILTER FABRIC MATERIAL IN CONTINflUS RCiLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, EQUIVALENT 11 11 -- i _1 I t I WIRE MESH SUPPORT FUE iv I I TO SUPPORT FILTER FA) 41C, I 1 t 1 1 I 1 1 1 i, 1,0 ---4•4- -_ 1 W, II I ------ .- ----•--4 ti i BURY BOTTOM OF FILTER MATERIAL 8' TO 12- ; f 1 I 6' MAX, 1 it 3/4'-1.5' WASHED GRAVEL IN % I t THE TRENCH AND ON BOTH SIDES OF LJ FILTER FABRIC FENCE 13N THE SURFACE;, 2' X 2' WOOD POSTS OR EQUIVALENT I' EXCAVATE TRENCH 8- DEEP i WHERE STRAW I---, ti r 11� BALES WILL I I- `-► I �`- _i 1 t-"I Ii• BE PLACED AND STAKE � 7; 71 t - 111 �"---•.., .. I t BALES, .17 TT 1 1 -... 1 1---; I-- -► 1 I-- ti. -I 11�I it 1 1T TWO STAKES PER BALE TO I MAINTAIN POSITION �i STRAW BALES AS REQUIRED, YV .� •,,,,,✓ lr ,,tip �y P - PLASTIC CORI NC r--STRAW WATTLE STOCKPILES ANCHOR WEIGHTS WITH STAKES 10' MAX. OIL BERM \ AW BALES E1 m20 CONVEY RUNOFF TO APPROVED LOCATION. CUT SLOPES -BURY SHEETING IN 4 IN, X 6 IN, TRENCH A ANCHOR WEIGHTS WITH STAKES MINIMUM OF S FT, SETBACK FROM TOP OF SLOPE. BACKFTLL WITH WASHED ROCK, 10, MAX. CONVEY RUNOFF` TO APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. I I ,, 10' MAX. TOE IN SHEETING IN 4 IN. X 6 IN, TRENCH A 1 S MIN. MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. .• t CONVEY RUNOFF TO APPROVED LOCATION. R f)! • DISTURBED AREAS O+THAT CAANNOTRBEECOVERED BY MULCHING &LMATTING D . • ... CPC (Z" ?V(J e, tw.n CG lry rA ,+ (2u e- e-m, Rim 6 16G, " ..... ....... C�I�1 � 4�0{�?�' ���, ��(r�t'1_i- : .. , . i ti 61a l7 o�°u G -- w_.Zt �.M.� .... ._ -. �� t5�•�at t'Zle `I�1�� 1 C6 RIM e cblul ` �— ---�—•. __ -- .� -- - `� fo(wt -. __....._(s [W. _. -- .:._..... � .... ���- �I2 Gorda, I zzz t i } -A- t \, ,,. � Y► � '' '� I i � �� Asa..-. EE . t { � � q ..<• (Y' Vy yy� 'y/ t{/vY,� y., `,,y�� _ �•�y�f j}R, fj %�/�./ � Ry �/ � r�g,�.+r•� ;<,�n< .f ..�� - )��1.r��'-.. VL'y6 f/. �T 9�' s' �4 i ''"•".;�.,�Yw ,�w„�,,,,b ,�� _�'V _._'.i,.CJj._f!^i_°{1_'V� ...-V4ia \1.,.. �--^� �J�t,•�J� �^'y'� ,]y��Ji�p+ }/'� J �� � 1%i�ji. ®VVNER/C©NTRACTOR IS RESPONSIBLE FOR EROSION CONTROL `COL AND DAM AGE �l �d/ 1M0 Tt f A. .- I ` �.-IWO CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE � '��� [NSPFCTION REQUIRED LIN EROSION p i STRAW BALES TO INSURE PROPER EROSION CLINTROL, CONTROL METHODS BEFORE OTHER p f } WORK CAN BEGlN. i fib:,- „n, � r r� i A 1 r'si.J� I~t� ;�..� NOTED I RI • UTIO N PEX-Krr ONI fpC tq STR PET tl I ! �� _ .... ................ ��t/r/1}/� G 4-Y - . ...... . - - - ,VIC, . ... . .. ... _ff-KLV ----------------- -- �._ �.�=, PROVIDE FULL. WIDTH OF EGRESS AREA INGRESS/ ------- __�_ - - _..._.........___._._....._._._.__--.------.__. N TRANCE SHALL BE MA TANED ---.---__•-___�.__..._..__..._._.._____...__._...�_._ ,___ - _.._.__ ___. _ -- _ 'ERIOD. _ jGOO 2. t+coo C7THER WpRI< - _ .. .. - -• � �..`�'► ..�' }� -Nt": - �la�.. ��'� �°I�;...'��'� Imo.." is; n Provide a co � " copy of the following table on the drainage plan sheet for the proposed projectx Line Type Area (square feet) l• Non -Regulated _.. '. _.... v"a'.^'swweea�ra-wa�.�.a+.we..+•.._•+r...__,.a�, Cxempt 2. Replaced Regulated r` 3K, New (Post 1977)4. "Total Reg led Impervious Area f, ! ``A r tt��,, ,Yliti atiott re uire itt excess o 2000s _a(�,t1 - Ii U► J 5 Total Area A4ltigated by Evuting Stormwater Manag ent 5ystem(s) ..r r�i.• v.} u"•7::r . ^:r..•�. 0. F.:: [ .1._'f•sr:i.; :r:: .y.i F. r.: / i+h. 1!'l..! iRegulated Area Not Ye itigated LOT7• Area Proposed to be Mitigated by Low Impact Development Tee ' aes 1 . g• Area Proposed to be Mitigated through Conventional SWM Techniq Ntvzj ot - �01; t (e•S• Porous asphalt, porous concrete, paver blocks, concrete open celled - DL/0' Fe paving S grids, orplostic lattices fill vith turf or st Alt ������ .� G�i I. ���',�� .�• Revised ott 3/OS/2p12 E72-SIVA Erosiwt_Corttrol-03.05,12.dor. Page Sofl2 ����F���wV �' ����'���.Vi.. YID• �,,,. � i'�s �.«� t � n RIM=160.75 IE=156.00 12"PVC E,W IE=156.10 12"PVC S IE=158.56 12"CONC SE RIM=163.83 IE=156.43 36"CMP E IE=156.38 12"CONC N IE=157.63 12'CONC NW MH RIM=161.13 IE=156.53 12'PVC E,W IE=156.83 8"PVC N,S 16^4;' X IE=157.85 8"PVC S I I 100 IL l s90I691 64— 3it Ca�d�ii r j �Pm 14AL �Rwstl'C1� uNI,X�,sl .���sCI r--� v XtsT f9'MD f a dt VAucr stf>A�l. tad MRtNTA�r�l7 St�TW>G� FORSYTH LANE ob N89'38'09"E 664.66' 7110- 5 0 5 10 ( IN FEET ) 1 inch = 10 ft. Zone—_.,-S - � CornerIrla9_ Setbacks I g uirgd Actual Front, 3 0 Sides � other V' 20Hei 10- FD MIC EQ'D. DC Tq i32G e SPONSIBLE D DAMAGE PE MIT ED APN%;'r.'�r fib �y' c� �101"E�i. RV B�lIL.7' -m .gE oY1a En ??� PR4ex -� X � rw 0 Td s11*0Mw 65r(-S -,41" #M11N OJv t- 'S y2 WtJ MCtt0A1 Applicant shall repair/replace all damage to right-of-way per city standards that Is caused or occurs during the permitted project. SITE ADDRESS: 1040 6TH AVENUE SOUTH EDMONDS, WASHINGTON 98020 TAX PARCEL NUMBER: 27032500214000 ZONING: RS-6 = SINGLE FAMILY, 6,000 SQ FT LOTS FLOOD MAP: LOCATED IN ZONE "X" AND IS OUTSIDE 500 YEAR FLOODPLAIN PER FLOOD INSURANCE RATE MAP NUMBER 53061C1215E,. DATED NOVEMBER 8, 1999. PARKING STALLS: TOTAL PARKING STALL COUNT IS 0, INCLUDING 0 REGULAR AND 0 HANDICAP SPACES. AREA: TOTAL SITE AREA IS 16937.58 SQUARE FEET OR 0.3888 ACRES, MORE OR LESS. METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A LEICA TOTAL STATION UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS WASHINGTON STATE STANDARDS SET BY WAC 332-130-090. UNDERGROUND UTILITIES: BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. VERTICAL DATUM: GPS .BASIS OF BEARINGS: BONE ENGINEERING RECORD. OF SURVEY, RECORDED JANUARY 9, 1992, UNDER SNOHOMISH COUNTY RECORDING NUMBER 9201095001. LEGAL DESCRIPTION: THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 630 FEET EAST AND 375 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 123 FEET, THENCE WEST 150 FEET; THENCE NORTH 123 FEET, THENCE EAST 150 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE CITY OF EDMONDS UNDER SNOHOMISH COUNTY RECORDING NO. 2091288. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TITLE REPORT REFERENCE: LEGAL DESCRIPTION FURNISHED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, POLICY NUMBER 611028102, DATED JULY 19, 2012. EXCEPTIONS: O EASEMENT FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF A SANITARY SEWER RECORDING DATE: SEPTEMBER 2 RECORDING NO.: 1894653 '' - EDWIN J. GR JR. PLS#1502 21ev - DATE s+ l�l �✓ ��3 C 1C-7, G 7� t � 0 A4LO"J D l7v. 5 8Mx 75 i.0 o _... LLJ 0 f��//�'/ ,� \/��{{♦�}( ±' f}� �(j' y j��yr� 1�.,•r'�!J R .yiya.. 'A/i/j� IL d (Ab U_ s 3�- Off'' tL Ae W CD ry SURVEY LEGEND W .,` Z I'-- �.. V) ASPH ASPHALTIC CONCRETE MH ( ) MAINTENANCE HOLE Y. - EDGE OF ASPHALTIC CONCRETE OH OVERHEAD D AWN AWNING (P) PAINTED UTILITY LOCATION � O_ Q �BUILDING LINE (� C CONCRETE CURB PM ❑ POWER METER CLF CHAIN LINK FENCE PPO POWER POLE n QC) PPO---0 POWER POLE W/ LIGHT Q L0 CO CLEANOUT PPS N O CON CONIFEROUS TREE PARKING PAY STATION 0 �' CONCRETE SURFACE PSD PIPE SEWER COMBINED O 0- U PSD PIPE STORM DRAIN O CRW CONCRETE RETAINING WALL CW CONCRETE WALK PVC POLYVINYL CHLORIDE 1-I- DEC . DECIDUOUS TREE (R) RECORD DATA O ................................ RR RAILROAD EASEMENT. AREA :........................... • SSS SANITARY SIDE SEWER QQ \ ECD ELECTRICAL CONDUIT (BURIED) ..L SIGN Q z ►et FOUND SURVEY MONUMENT SO SERVICE DRAIN LdLd FENCE LINE (CHAIN LINK) STRAIN POLE z HYD b FIRE HYDRANT TCD TELEPHONE CONDUIT (BURIED) FO FIBER OPTICS TEB TELEPHONE ENCLOSURE BOX JOB N 0.: 12378 G GAS LINE TMH TELEPHONE MANHOLE DATE: 910/2012 GM ❑ GAS METER RESkJB, TS TRAFFIC SIGNAL GP GUY POLE JUN 20 2&1l f 'i W WATER MAIN DRAFTED BY: CJC C4 GAS VALVE WATER GATE VALVE >au�°rv�>i°�a� ANT T CHECKED BY: EJG HH HANDHOLE yyp^ ; WATER METER IP IRON PIPE WV WATER VALVE SCALE: 1" = 10' LUM�,_( LIGHT POLE (ORNAMENTAL) FENCE LINE (WOOD) OF a 0 z 9 En o: 0 z FIGURE 1 CROSS --SECTION of TYPICAL DETENTION SYSTEM CATEGORY 1 SMALL SITE PROJECTS / ii C p TE PTH Ti]PREVEW DAMAGE TS PIP£ RUNOFF FINXSHfEM GRADE FROM — -•---, CpMRpL CATCHt3a51N SITE 161•310 III 050% TO 11,75% �LOPr SEE FIGURE 2 f METENTIQ PIPE LENGTH Not 1r�,090 I� - } REFER T1] TABLE 1 t) FIGURE 2. DETAIL OF CONTROL CATCH BASIN LACKING ELERIA M t . M1IEMURM FROM uD IMP or THE \ Cw REFS BO OR MSER a.5 to balaw blab P0114 in kopo"-p1m CW DAMP pipe - Nthar tl to dimww to or In dlnm�tar —Sae rolac node �� ��'� TOM% 1. � / Sy TWAT 0 &W Sim EiNatla TO APPROVED °¢ Fit COL!i•7Ci10N P01NrDE0411 ]N PIPE__J "URFIEE 51Z PER TABLE t -Jj8 157i4a51©/) C4� �RoG �Ti9N,A9ROS FILTER FABRIC MATERIAL IN FABRIC FILTER FA SECURED 2' X 2" CONTINOUS ROLLS. USE .STAPLES 14 GA. WIRE FABRIC DR WIRE RINGS TO ATTACH EQUAL FABRIC TO WIRE. 2'X2'WOOD OR `:) 1t t l t t EQUIVALENT �u I I WIRE MESH SUPPORT FEUE o I TO SUPPORT FILTER FANIC, I 14H4 i 8r- 12' i 1 11 1 •••-'yC;� 1 tt t -r-��•-----.-------.----.---- 1 i OF FILTER 1 N 1 t BURY BOTTOM i MATERIAL 8' TO 12' i I L. 6' MAX. - $, 1 L PLACE 3/4'-1.5' WASHED GRAVEL IN AND ON BOTH SIDES OF �D POSTS OR FILTERTHEENCH FABRIC FENCE ON HE SURFACE. EQUIVALENT PLACEDWHERE STRAW BALES WILL TTL BE AND STAKE BALES. hf. - 0A r STAKES PER BALE TO MAINTAIN POSITION STRAW BALES AS REQUIRED. 1or -Y -r CONTRACTOR/ Dr, t - tN IkEQUIRED ON ER13SItINNTROL METHODSt' r - .STRAW BALES TO INSURE PROPER EROSIONCONTROL.COO. K CAN BEGIN. roA�A�. ATATAN .•.�IA`�I.�A�A•i► . ,eI,CI1rA'rA�ArAL .>,'IC'C�`IA'rI►r1`I�'VQII.r.CIA\ DEER. ..d►'I.[•�II►�l�'.IY.►T1�I�j�I►'r1`IIrI\. .�,t,'!',►�,i►Yb'151.�'I7I�1�1eU`I1'I,A�i►YI�I'�'I►�. f/VwTJVA7,`r171►'Il�'��i►���1�A,7i►�I�I�►�_ ..�,iC�1�1�1rI`t�r1►�,►'�'�7i►7�`I1�1��,�,�!j���,►�1'�r►�Aa_ .�II�tr1'I%�'III.`I��1'ArA,qI�'�YIr7A'IA`►,`II.�1YAll `�'IlrA�JrA►�I� .IA�Ii�w�I,1.►1rI►'��I�b�IIf,1.�I,►�1►'I,►'.►/►'t'ilr.►`�Arra11�I�'►CIA�L'►t,IA►�A�. i�1►��`I.��I�'►rt��i►':'�I��ITAIri►��YI.�1►�Yi►Y/►�A`%AVAVAYiCIA11111 ..-,t'�`Ir1'�'".,...�.-.......rqr,�`Ir,��``!'1►'IA'r,C►jf/�`I,pT,t,7A'rA71''!'I.�'A�',�r'I�A�Ar1,►�►e►1A1,t,7�t►>.. _ - i 1 V T A%*G Area (square feet) Line Type 1, Non-Regulated $ Exempt Regulated �9 2. Replaced 3. New (Post 1977) 4 4 4 4 4 4 + rwrmiwimiw rmiwimi®iwi®iwrmiwimiwmrmimimimimimrwimirimcc+rmrwrmiw rmmimimmiaimimimimrwmimirimimimimimirimimimimi Total Regulated impervious Area 4. Miti anon re wired if in excess of 20004 5. Total Area Mitigated by Existing Stormwater Management System(s) rwimiwimim rmisimiiimirimiiimimimisimiiiiiiiir�imiiiii.�iiimiiui.�iiimiiimi.►imuiiimiiuiiiiiiisiiimiiiiiiimimuisimi Regulated Area Not Yet Mitigated = 6. 7. Area Proposed to be Mitigated by Low Impact Development Techniques = 8. Area Proposed to be Mitigated through Conventional SWM Techniques = 2 Sr t (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids. or plastic lattices filled with turf or stone) Revised on 310512012 E72-SWM,_Erosion_C4ontrol-03.05J2.doc Page S of 12 . ' :r ._..:..... _ ...._... _ _ _ ..:.a ............. ............. .... _..........._. __......: _............... Table 1 Detention Pipe Look -Up Table Category 1 Small Site Projects Contributing New Plus Len th of Pi eft For Given I Replaced Impervious Surface Area (sf) 18-inch 24-inch 2,000 41 22 15 2,500 49 `. 30 18 23 3,000 61: 33 24 3,500 74 4,000 81 95 49 32 4,50077 777 5,000 sf — square feet Orifice Size: El0.5 (1/2) inch diameter 0.75 (314) inch diameter = 0.875 (7/8) inch diameter = 0.625 (5/8) inch diameter Note: Multiple pipes in parallel connected together (manifolded) can be used to meet length requirements, if site has constraints. 11 12 16 y, , s, -- ?, //,2 - 7 5, � WAVES — ?c?V, 3 5 , 3,z39 5,�,. Table 2 Approved Detention Pipe Material and Catch Basin/Manhole Structure Sizing WDOTDetention T Pi a Material Catch Basin/Manhole7 All es in list below table T e lL Catch basinAll es in list below table Type 2, 48-inch diameter manhole 30 All Metal & RPP Type 2.48-inch diameter manhole All Concrete & CPEP a 2, 54-inch diameter manhole PVCP a 2, 60-inch diameter manhole 36 Metal & RPP T e 2, 54-inch diameter manhole All concrete, CPEP, & PVCP T e 2, 60-inch diameter manhole WDOT -Washington Department of Transportation List of Approved Pipe Materials for Detention Metal: ACSP - Aluminized Corrugated Steel Pipe (Type 2 PVCP -Polyvinyl Chloride Pipe (SDR 35 or better) meets AASTO designations M274 and M36) CPEP - Corrugated Polyethylene Pipe (smooth ASRP - Aluminum Spiral Ribbed Pipe (16 gauge or interior wall, or N-le pipe) better) RPP- Ribbed Polyvinylchloride Pi CAP -Corrugated Aluminum Pipe (16 gauge or better) DIP - Ductile Iron Pipe (Class 50 or better) Concrete: PCP - Plain Concrete pipe RCP - Reinforced Concrete Pipe