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1026 2ND AVE S.PDFIIIIIIIIIIII 4820 1026 2ND AVE S ADDRESS: ;2_� ' TAX ACCOUNT/PARCEL #: BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver .❑ Study Required ❑ Waiver CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: 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\DST's\Forms\Jana's Street File Checklist 5-14-08.doc CITY OF EDMONDS 121 5th AVENUE NORTH EDMONDS, WA 98020 • (425) 771-0220 • fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT June 30, 2014 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 U Fire District 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest Allied Waste DAVE EARLING MAYOR Please be advised that the attached addresses have been added to the Edmonds address system. New address: 1022 2"d Ave S 1024 2"d Ave S 1026 2"d Ave S The original lot and address of 1020 2"d Ave S Parcel # 00582000400200 was subdivided into 3 lots; The original SFR at 1020 2"d Ave S was Demolished. 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. L Sincerely, Linda Thornquist Permit Coordinator Cc: file • Incorporated August 11, 1890 • Sister City - Hekinan, Japan Snohomish County Online Property_ In formation Page 1 of I 600 3RD AVE S PAA.RD AVE) 6'.PIKE ,,ST 1 KAA 11,130 1 CIA- - 41,020 KD:A 2 3 '22(10V 0'0 0 O�4 0 E 77 k-.2' line Property Information I Fc: -216 PiNE'jPT- AVE � 220011 ME ST KD AV Sr 1 022,3,RD AVE S 4 UNKNOWN 10303RD AVE S 030,-2ND:AVE S. 1031 2KDA11E S inan 317r% AVE Q 21701 ?AMkK AH a Aga,a-, 1045 2KID AVE S 4v- 1046 3RbAVE S UKKNIOWN'UNKNOWN AVE-,z 1074 3 RD AVE 3 Owl disclaimer: k1l maps, data, and information set forth herein ("D, ito"), are for illustrative purposes only and are not to be ;onsidered an official citation to, or representation i f, the Snohomish County Code. Amendments and pdates to the Data, together with other applicable ounty Code provisions, may apply which are not epicted herein. Snohomish County makes no rep r mentation or warranty concerning the content, accuracy, :urrency, completeness or quality of the Data con ti ined herein and expressly disclaims any warranty of nerchantability or fitness for any particular purposE All persons accessing or otherwise using this Data assume all responsibility for use thereof and agree to hold Snohomish County harmless from and against my damages, loss, claim or liability arising out of a hy error, defect or omission. contained within said Data. Nashington State Law, Ch. 42.56 RCW, prohibitsstate and local agencies from providing access to lists of ndividuals intended for use for commercial purpos %s and, thus, no commercial use may be made of any )ata comprising lists of individuals contained herei i. 3rinted on: 6/27/2014 Legend Street Names Cities UnkM0qX"&i County In-ip—.d City DTax Parcels Street Addresses Rural Miles Township[Range Grid [71 Section Grid Major Waterbodies gap Fixts4wal"I LAc or pond Land sumnaded by a body of wMar Non•fninafcaturc of graval in *$mm wala Airports L Ylc-,)-1 � 10-F �vbcl,i�ictr� iv�� � la -Fs prirdIyIz4 AVE 5 DOM6 I "s l�ncQ http://gis.snoco.org/servlet/com.esri.esrimap.Esrimap?ServiceNaine=Overvi.ew&ClientVersion=9.3.0&Form=T... 6/27/2014 `�/ O 30a I t't o 318 317 o� _ If�II 324 260 263 a10 . • v I I w gyp(- 326 -325 ^ 405 267 a20In BecKS' '• - - - 14enhl s 156 ,54 I�diffe. 338 335 272 W 271 ••`..i^>f :: ..r �...<m...>,...,..<wa.,.- Cou� - uge 341337 325 Q 275 Bank Y 7 « 404 47,,, _..-...._... . _ 405 WAC 43 a saa .. 403 al a 412 410 408 a09 � � " d00 c 505 m :.. 420 Sound View s1a i s 5 d 42 417 Edmonds ark 409 �1 407 530 • - � - 405 Sao � Wildlife .*Refu.g� 625 428 4W 546 SOa 430 303 401 550 -- 432 Olympic View ,_ - -- 434 HOWELL WA s33 m c 511 610 507 c 'Kk,s.Area + 5! L 511 515 ur u1 + 61d t. rr 517 HOME •VQQ { 521 520 1n 618 to �510 �JJ I 533 S 531 > ' 609 527 530 W Bail Q ro % •yy�)w"1 { Feld 0 4 F_ 533 _ S ` 613 �`'(�� O • ✓ J I 539 544 539 Edel 'n 615 Weiss Y '< 541 SSa 541 630 J/�, I),, - - ' • Paol 643 558 5a7 :621 r ,r,+ I n ❑ 545 1 654 1 555 �4 l� Fish ERBEN DR `�1 s Hatchery _ j 703 702 703 900 851 O1 - t { - 709 710 Tint , 11400 o Park `Y 715 716 71 t Admiralty soo Deft. Pai k 721 717 House 4 J W 960 505 305 319 728 727 =1=101 go 1 21600 ® 110 128 o 'D a 410 y r l 11535 11505 11401 11333 ® �Q 1025 1010 101 1018 401 j 1001 5 1020 Exe, utiv ® O O a 1029 1022 10 1022 1020 21618 ¢ ` cZv " 1005 5 « O MAKAH RD z® - 1030 1031 1030 1043C:j 103 G 7L�- 1024 . 0 ® - ¢ ,045 Boardwalk .1 . 21700 Z 21701 - 1045 0 1047 1028 m 21701 11500 11400 11320 1 1046 1049 307 Norge' 1050FJ ! o 21717 1051 r 21720 21700 t07a 308 Maplevine ` 7097 C ilia - 1053 1034 1071 1070 21801 21800 1116.- Cr 21801 t109 1100 1103 Calais Edge- Contin 2teo0 1124 - 1110 y n t5 wood g W 10 1113 g 21827 1120 1126 1130 > ® $ t t21 - - 1120 1116 1128 ,127 1136 � $IBI$ de Ore 1123 11515 21900 21901 11405 21900 21901 1122 1130 W laurel Seavue > 1139 1140 ELM WA 1132 1130 W 0 BELLAI,OOLARD z,s,9 j�wC N t141 142 1139 ¢. t,52 > _ 1140 = 1143 11d8 Q 1149 n Soo 4 11520 1-1500 11414 11400 . ¢ 21929 111 1t54 213 Ilse C, 1165 n 550 n Highland k 22000 22007 c ..: 22021 CC } LEGEND AND ASSREV/ATIONS DDSBRG SYMBOLS Ir axu a n as WD+aDP nM�a. V+ Na RV[ ABBREVATIORS o aw+cm [ axru+m uEra ve o manic rn n EnYxx oaY ` am: [ nwuR [ nrDrt ntmw +� � arERaD[ xE [ x..x w �nR M Ntn.M1 ORMIR x[ 11/1 Imn-pf-aY a vxx as II nrci¢ +x m x Ovd• PROPOSED SLORM SYMBOLS snmm DESCRP001 c xw ro[ , ala xv[ auEo IO � s m[+a+a 4fR MID 1M 0 ra[ Y am M®t axm m m xYWE YR. MMx O � bao Ram ew+ o Ma„r aDa xr PROPOSED SEWER SYMBOLS yp mmat usuvlMx H [ •ra n..CYr a o R• ava .rt a PROPOSED WATER SYMBOLS } RUML o x pY [ .yT +Y, rc e•• Y 4 -x ®e � * wu..rsanY ! Rrvc mD,Mr t a •� PROPOSED SURVEY SYMBOLS SYM oaavinx E 114, SEC 26, TWN 27 N, RGE 3 E, W_M-, CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON PINEVIEW PLACE PRELIMINARY PLANS I P/NEST 1 \ PAOOaOD-1D3 ` PZOOOD'101 oo�g2o ! oosEs EDcx SYM k RYE I muulR[ SIEVE i + ______________________________________ _ (•-------------- Lv � I TRACT 899 r.au g , i ... \ 9 DRM lAmw c ----------- --- 009-61 42M sr EkqNW ` 004C)DZ000h0030D \ RECO ©S] te:(j��pp� a® ,\\V` ai0w N0MM .I APR 08 2013 � \ DEVELOPMEPH SERVICES \ C'? ,ISv iER `. SCALE I- . MY Rt 0 n M aemT/ I I 1 HI N r 'K tj PARCEL !. 006F5200o300-102 NXWLS DONMD E j._ PARCEL 2 i 008620003o020 10[tI0I50N OUWD E PARCEL O, 4502000300200 PASCO- OO4562000300300 CUM ROGER s • IMWI C R I wscEnm�ER arx PRDMD[D er swa ava[uns •c�Rm� cnrnEc%rss D6 � xNr a fDI/ S1RXf0 eE 89RR gRilrfib PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name-Acd 5 - - (- NLLS -------- Date__1--- Site Address: �P Plan Check N _ c-D 20 J Project Description:Ntuv 5 Reduced Site Plan Provided: ( OESNO) Zoning:es-6 Map Page_ Corner Lot: (YES / JP Flag Lot: (YES /DNO Critical Areas Determination tt: /"''0 4— , -, - 0 Z - - _I,,�-� J� 7 e _ Cr o` u/c �r 0 ��vw ❑ Study Required U-Waiver SEPA Determination: Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee CI Checklist Cl APO List with notarized form Re aired Setbacks street: Z Sid __ Si Ream -- - �� I ACUIW Setbacks Street: ZZr ,✓ Side: Side: Rear: ❑ Detached Structures: / 1U- Rockeries: w / 5' % r �-; l T ❑ FencesJTreliises: Bay Windows/Projecting Mo lulation: _I ,_ ^� 0/1 t10 Lairs/Deck: W._I /1A-0 0 rdeG � 13 a/ -/ r•infer Zp r �SC�/GC� �i�Ue� ( _ Datum Point: Buildin Hei ht _ _ Datum Elevation: Maximum Height Allowed: Z) -7w Actual Height: Other Parking Required: �. Parking Provided: ZlG�•� Lot Area: 6 Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: 1�oug -q ADU Created: (YES Subdivision: PGn%©� Legal Nonconforming Land Use Determination Issued: (YES / Cofnalents �2�� -Z I� � � Z. � �� arc y TZ• Css' `{ t? _ -7. 5 nti�u Plan Review By: / " t - CL f or\ �29�1 Plarnioq Data form 04-11-06-doc 5 1 SITE PLAN P I N EVI EW LOT 3 ARDSLEY HOMES, LLC 16108 - ASH WAY STE 201 LYNNWOOD, WA 98087 PH: 425.775.8661 LEGAL DESCRIPTION - LOT 3, PINEVIEW SITE ADDRESS - 1026 - 2ND AVE S, EDMONDS, WA ASSESSOR'S PARCEL NUMBER gro 6G 0 za iY o0/3 P 0VED Bl' PLAN ZING I I - bMorL7 PLA-r G Vi LS (PL_.N 20 l g 6uz4) T%w- tMEI I N6elt4"I 1%EOLk%aC- HWTS . N W E S SCALE : 1"=20' NOTES: 1. FLOW FROM ROOF TO DISCHARGE TO APPROVED STORM SYSTEM. CONNECTIONS PROVIDED 2. FOOTINGANALL DRAINS TO BE DIRECTED TO DRYWELL 3. TEMPORARY STOCKPILES TO BE COVERED WITH IN 24 HOURS 4. DATUM RAILROAD SPIKE IN UTILITY POLE LOCATED ON EAST SIDE OF 2ND AVE S. OPPOSITE THE NE CORNER OF THE SITE ELEV. 68.98 TOTAL LOT AREA - 6,769 SF AREA OF DISTURBANCE - 6,769 SF BUILDING PLAN; 450-2D IMPERVIOUS AREAS HOUSE W/EAVES PATIO TOTAL; PERVIOUS DRIVEWAY LOT COVERAGE MAIN FLOOR 1598 PORCHES 72 GARAGE 578 Q BUILDING HEIGHT CALCULATION (ORIGINAL GRADE) A = 49.9 B = 52.9 C = 55.4 D=51.0 209.2/ 4 = 52.3 AVG. ORIGINAL ELEV. MAXIMUM HEIGHT = 52.3 + 25 = 77.3 2454 SF 290 SF PROPOSED BUILDING ELEVATION FF 53.9 + 23.1 = 77.0 ``2744 SF 546 SF BMP'S AS NEEDED 1. BMP#C220-STRAW WATTLE OR EQUAL 2. BMP#C233-SILT FENCE 3. BMP#C105-ROCK IN DRIVEWAY AREAS FOOTPRINT - 2,248 SQ FT COVERAGE - 2,248 SF / 6,769 SF = 33.2% MAIN FLOOR UPPER FLOOR GARAGE ENTRY PORCH 1598 1859 578 72 JAN 09 2014 DEVELOPMENT SER `rm" 1A ARDSLEY HOMES', LLC 16108 - ASH. WAY SUITE 201 LYNNWOOD, WA 98087 PH: 425.775-8661 CONTACT- CHRISTY DOPP christy@sundquisthomes.com NORTH SCALE 1" = 20' CONSTRUCTION SEQUENCE 1. CALL FOR UTILITY LOCATIONS ,(1-800-424-5555) 2. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 3. FLAG CLEARING LIMITS 4. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAIL, E1.1, E1.2, E1.3 AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION, INTERCEPTOR SWALE SHALL BE INSTALLED PRIOR TO SITE GRADING / CLEARING 5. CLEAR SITE PER THIS PLAN (DEMO, .ROUGH GRADING.) 6. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS AND MAINTAIN DUST CONTROL 7. INSTALL UTILITIES (SEWER, WATER, POWER, GAS ETC.) 8. FINAL GRADE / PAVE, MAINTAIN CB PROTECTION 9. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS DISTURBED AREAS SHALL BE COMPOST -AMENDED 10. REMOVE ESC DEVICES ONCE. PERMANENT SITE. STABILIZATION MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED. PRIOR TO REMOVAL OF ESC. DEVICES. GENERAL NOTES STORMWATER /. UTILITY / GRADING PLAN LOT 3 PINEVIEW PLACE - 1026 2ND AVE S., EDMONDS 54 52 50 48 PERVIOUS PAVEMENT NOTES 1. AN UNDER DRAIN IS NOT REQUIRED 2. BASE MATERIAL MAY BE MELOW EXISTING GRADE. 3. CSTB TO BE PER WASHINGTON DEPT. OF TRANSPORTATION v o STANDARD SPECIFICATIONS 9-03.9(2) (20% MIN.VOID). 4. POROUS PAVEMENT SUBGRADE SLOPE = 2.0% (MAX). 5. POROUS CONCRETE SHALL BE TESTED USING THE II_ BUCKET TEST AS OUTLINED IN SECTION 7.6 IF APPENDIX I II C OF VOLUME 3 OF THE 2005 DOE SMMWW. 6. INSPECT PERIODICALLY TO DETERMINE IF SURFACE IS I I ' BEING PLUGGED BY FINE MATERIAL. m ` 15.9' ® .01 % I) J N ........................................................................................... DRIVEWAY PRO 5LbVG OF OYL1VcwAy TO 6z r=LA-i. 1.. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE AND FEDERAL CODES, RULES, AND REGULATIONS. - CURRENT INTERNATIONAL BUILDING CODE (IBC) 2oi2-2Gt0 W$DOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET. SOUND BASIN (CURRENT EDITION) 2. -CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT. APPROVAL 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION -AND --SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 5. CONTACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH TEH RECOMMENDATIONS OF THIS REPORT. 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE' METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE 0 S ECIFIC GRADING AND EROSION CONTROL REQUIREMENTS V) vio t / 6" POROUS/PERVIOUS CONCRETE MEETING ACI 522.1-8 SPECIFICATION FOR PERVIOUS CONCRETE. 8" CSBC MIN. COMPACTED 95% MODIFIED PROCTOR. CSBC WILL BE GRADED SMOOTH TO REFLECT FINISH GRADE. MIN 20% VOID RATIO POROUS PAVEMENT NON -WOVEN GEOTECH AT INTERFACE WITH AGGREGATE (SIDES AND BOTTOM) COMPACT SUB -GRADE 85% MODIFIED PROCTOR 5 CERTIFIED EROSION AND SEDIMENT 574 CONTROL LEAD (CESCL) 50 CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO 48 SHALL BE AVAILABLE AT ALL TIMES. 4"CLEANOUT AT E.G. (TYP.) (1)EA-45' AND 1-25' GRAVELLESS CHAMBERS -W/1' COVER (6" OF NATIVE ON 6" OF (3/4"-2") CLEAN, CRUSHED ANGULAR STONE ON -AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ON -'STORMTECH SC-310' OR EQUAL CN -6"(MIN.) (3/4"-2") CLEAN, CRUSH-zD ANGULAR STONE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. TOP OF CHAMBER=51.0 WATER & SEWER INSPE..CTI%ro REO'D. EROSION CONTROL PLANS F R P -T .•I,.I(3I ACU� 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING, tvltsaF WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. . r% SDl i 3 € ,��.,' 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND EACH 40 BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, �1 - 'i UTILITIES AND OTHER EXISTING AND PROPOSED IMPOROVEMENTS AND EXCAVATIONS. AGAINST LOSS ,OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER .SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,. STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION'yI TRO1.. AND DRAINX11-: i } { ? t i } , k } } } } } e { { k t k 'Y t \ f } •S 3 i 4 } } } l 3 t Q) RTi1 - k k E } G N a tv tA3 , 3 0- QS f 0 t F) 6: r f r L s S i i;x. tll q A Y� I r- 4 t k j f , t l R 4e' KC� :5 A ` R' K.9 - ,� FF A •c3' ...........:.. 215.19 ELB DOWNSPOUT OVERFLOW INTO FG PIPE IPRIVATE CB W/SOLID LID & 1' SUMP BELOW ELBOW TOP=51.0 INV=49.67(4"OUT-W)ELBOW GRAVELLESS CHAMBER PROFILE SCALE: H & V. 1 "=10' IMPERVIOUS AREA TO GRAVELLESS CHAMBER HOUSE/EAVES/GARAGE=2,454 sf PA110= 290 sf TOTAL= 2.744 sf GRAVELLESS CHAMBER SIZING PER TABLE-3, C.O.E. STORMWATER CODE INFILTRATION RATE=0.5 IN/HR. (ASSUME) SIZING FACTOR= 2.0% REQUIRED TRENCH LENGTH: 2744 x 0.02 = 54.88' (USE 1-45i and 1-25' CHAMBERS) H� No '1O 11vT S S IqF- SE:Nkaa 2_ r-OaCt5: L I NF-. \ s ..,. A= 9 nisuut r-r/z' cctaM B=52.9 ` + + + ?...^ 12ttf1P IHw M?R 0 lti AynyMf w.- PFRVWOG6 L �tlfS l7t17lM'�D , GYEG7( } + •w + + r 3 � aalflw {` i F ??'t' i SLAAiEA:;EEDi2: �., ,� »,s»• '• " ,7!1'b „i,i,,,,,,,,, >� ;•; 1. �i s "Y' j f .N e,'7-52J l s tra• :1n 3 f �. G +++ ,wr Ncr - na ?+ + + ,+7CQ94dY V.I. + +++, ; !GGM� Pi1;= f+ + + + +? } s LI ++++# L a= , i 1 k _ i .+ + + + iI Ma LAM ;l t 29.6' + + + + + + + + .� 55 .4 , 4�• , ? 0 A ,3 A \ + + + C� 1 l + J C + f + �W ,„ x: ++++++ + ii } �R k4i i t '> 1 INsT►i9lL A HlOSE- 131T3 1 A-TPb '>> t, . IS' OPTI'I'E 67VAMOM PUW , .............. :a .� .......................5 .... E. e„ .............:.... } ; #y } : i _iX i r Vim! , £ z : .;v :p i„..l„„,w. .: UTILITY CONFLICT NOTE ~5 gg THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON3 IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE Ij, PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY U UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. z .9 4% m oor- 41 STORMWATER CLASSIFICATION WORKSHEET INFORMATION: -br° uj 1. PERMEABLE PAVEMENT PROPOSED! SF 0 2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET) ,b' 3. TOTAL AREA' OF LAND DISTURBING ACTIVITY=6,700±S W 4. EARTHWORK QUANTITY: EXCAVATION=367±CY; FILL=12±CY; TOTAL=379±�PY 5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF\ NATIVE VEGETATION TO LAWN OR LANDSCAPED AREA 6. WATERSHED=CREEK OR LAKE BASIN=WESTGATE POND 7. PROJECT CLASSIFICATION: CATEGORY 1 SMALL SITE IMPFRVI011S AREA TARI F (r)ATA FRnm r11 TYPE AREA (SQUARE FEET) NON -REGULATED 0 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 4 2 TOTAL REGULATED IMPERVIOUS AREA = 329 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) - 0 REGULATED AREA NOT YET MITIGATED = g�9 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = .2 ✓. 4 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES = 0 I� J %TA2- A'gl:-(A- Olsf MIrIZOIkk) 70 INFlul-VI'T)OA3 = 2,7L1C4 5; 4-4 1'J �S 1G&)C-O Fb2 = 2--7q I 5z P4 . pC.7aMeA _5- PAVeMozl = -T4 to 5-.7 44 EROSION AND SEDIMENT CONTROL (ESC) NOTES 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE. ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS ENTRANCE PER EDMONDS STANDARD DETAIL #E1.2 TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THE MANNER 2. ESC MINIMUM REQUIREMENT - STABILAZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICAITON OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER V'EGE ATiON, F'LAS T10 GOVERiNG, OR-ivi`OL`C-r-inG--ALL 3N Frs--SHALL BE-SELEC I ED,-DtbTGNED, ANU-- MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED. ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM.00TOBER 1ST THROUGH APRIL 30TH AND NO MORE THAN SEVEN DAYS MAY 1ST THROUGHT SEPTEMBER 30TH 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES. AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE ALL EROSION AND, SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE TO THE MANUAL. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS AS REQUIRED BY THE CITY, OTHER APPROPRIATED BMP'S TO MITIGATE THE EFFECTS INCREASED 6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: f ENGME:ERING A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS: B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE yy� A CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING 1)alno: �161-141 E. DAILY CLEANUP AND STREET MAINTENANCE. � ear-�rzrr�-d sti.awt rrr�t-L DRAINAGE CONSTRUCTION NOTES r 1: DRAINAGE FLOW FROM ROOF TO DISCHARGE ?'.'.' • ' • • TO APPROVED STORM SYSTEM I. CONNECTIONS PROVIDED •, ..3 N ? .. F, b ' �X.i11J1.'LYU3>O YJ tJ TIC IZ.�tn3-`! _ P f:3lG � 2. FOOTING/WALL DRAINS T Pea .. . "" ..... v_ BE DIRECTED TO DRYWELL CtVA1 t_&1 70 -.,,....� r�G�1lT7�i] To rns .,.;. 1tE .0NS1Tt~ %To2 fN"04t T .:... <........ .. T MwitTtaL MYYN 3. TEMPORARY STOCKPILE T S O s s A „ Y BE COVERED WITHIN 48 HO , ��., URS C 3' .F ss <.A.:.».r 4. PIPE MATERIAL: „ - • • • • • • • UNLESS CALLED OUT HE OT RWISE ON THIS PLAN =f ALL STORM DRAIN PIPE MATERIAL SHALL BE PER P 1 � " %G, w C.O.E. APPROVED M - - ' '........ MATERIALS LIST MM 1 MM-2 & M M 3 :3 } 3 CONSTRUCTION R TION NOT E •3 1 ' i! (.`• yr f r' 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS I it } SHALL CONFORM TO THE CI TY OF EDMONDS STANDARD I:0: CONSTRUCTION SHALL CONFORM TO THE LATEST CITY .."�3.'• ^' STANDARDS AND SPECIFICATIONS. ...t:?.. .......� tiif u I 2. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND 1j 3. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST AMENDED TO MEET RE UIRE MENTS OF BMP 5 3 s OF THE STORMWATER MANUA L VOL. 5 CHAP . 5 f 4. THE FOLLOWING PLAT IMPROVEMENTS • f T IF NOT DONE ( S : HALL BE INSTALLED . Ct .. J I RECEIVED J ,'•> i is J o ao7� ... ... C M rrN 1'1� �. To P b NSTIau� Pti�, PfPPYLO ''`• LS . I Sty 1 rwv cavl�s (-pYL �/LpNT�C�E aewullu +trlis> DEVELOPM NT SERVICES rnl MTFR