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Asbuilt.pdfLEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) S� SURVEY MONUMENT (AS NOTED) + SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) FOUND REBAR/CAP (AS NOTED) SET 2"X2" HUB/TACK LINE STAKE 2�s MAG/WASHER OR LEAD/TACK (AS NOTED) + BENCHMARK Q-- LUMINAIRE (LUM.) [tea YARD LIGHT Yx ORNAMENTAL LIGHT 0 `` 4 TRAFFIC SIGNAL LIGHTS p POWER METER -o- POWER POLE 0 JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE _ CATCH BASIN (CB) © STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) rO GAS METER x GAS VALVE WATER VALVE (WV) p FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER .- BLOW -OFF / AIRVAC MONITOR WELL SIGN p IRRIGATION SPRINKLER DIRECTIONAL ARROW HANDICAP -•--- CHAIN LINK FENCE -„-„- - WOOD FENCE -o-o-o- HOGWIRE�J�.+.FENCE -t-i.x-- - _ IFIE MVL -0-0-0- METAL/IRON FENCE GUARD RAIL/CABLE FENCE _._._._._ WATER LINE GAS LINE -STEAM- STEAM LINE -T(xx)- TELEPHONE LINE (OH) OR (UG) -P(xx)- POWER LINE (OII) OR (UG) ---SD- STORM LINE _SS_ SEWER LINE c3sca ROCKERY KEYSTONE WALL DECIDUOUS TREE CONIFEROUS FREE o I'REE DRIPLINE .d CONCRETE ti. GRAVEL/SAND (AS NOTED) "M ASPHALT BUILDING LINE N SCALE:• i i i • IE-394.10 (4*M-OUT)SE EX. POWER POLE - W/UNDERGROUND CONDUIT (REMAINS) IN SW1 /49 SW1 /4, SECTION 19 T.27N., RAE, W.M. UTILITY NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THIS PLAN DOES NOT PURPORT TO SHOW THE LOCATION OF ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE SITE. SURVEY NOTE THE DESIGN ON THESE PLANS RELIED ON THE SURVEY INFORMATION PROVIDED BY THE PROJECT SURVEYOR. SURVEY INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION (E.G. EASEMENT LOCATIONS, BENCH MARKS, ETC.) WITH PROJECT SURVEYOR PRIOR TO CONSTRUCTION. APN 003736-005-007-09 CELESTIA SULLIVAN I i I I APN 003736-005-007-10 Rr"ceirfio Cil re# sm AI 20828 HILLCREST ASSOCIATES LLC _ I�_ PROP. BMP f T5.10A DWY INFILTRATION TRENCH; I I 0 N2.5'DP X 141 SF(MIN.) TOP OF ROCK=394.5 1 107 lE-394.00(4"PERF. PVC SDR35) (SEE DETAIL) 12'BIRCH 6"BIRCH ' ( POWER POLE I 5'8IRCH 12-BIRCH PROP• 6 PROP. 12 I W/TRANSFORMER EXTRUBM .ASPHALT & GUY WIRES 5.6' WOOD FENCE CU D• WAI 78SF� T(0 {I ' ^ ?As 1 a a. l P off inu� c - G.- 't -1 a +••ram .r IT P(OH) �=+ "� !S o a . ,; GV!-R nl ... e o ;--#'� Fy .ec K I / WATER VALVES 6'­4i)IP O 1.67X 1 I PROP. FIGDRAIN ! I W/ /�..r...,r" 1 EX. ROCKERY (REMAINS) DECK PROP. WALL_ ABBREVIATIONS (<) (R#) REFERENCE SURVEYS APN 00007-028-000-00-400 (OH) OVERHEAD STEPHANIE STARR (UC) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED COE CITY OF EDMONDS \\\� (CONSTRUCTION NOTES 1. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. 3. FOR DEMOLITION SEE PLANS BY LAWRENCE HOUSTON, ARCHITECT. MAILBOX APPROVAL LOCATION APPROVAL BY EDMONDS POSTMASTER IS PENDING. WHEN APPROVED IT WILL BE ON FILE AT THE CITY OF EDMONDS. CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 (OR 81 1) UTILITIES UNDERWOU D LOCATION CENTER Know what's Delow. Call before you dig. 1TED :S 2 56 F) ei 130 P 24 i' 1W E O C.O. PER DTLIE6.2 IE-386.8 TOP-392.8 APN 003736-005-007-04 SHERRY WEAVER 30R 31"13 3CH 0 N - 12 E (y�E��•BKIkALTO'R !RESPONSI�i. MR LOCATING ALL ON -SATE UTILITIES. RELOCATIOWREVISION TO AID/ UTILITIES MAY REQUIRE $E*RATE PERW. I Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused x oocuis during the permitted project. GV ,P,/CONir,ACT^'l IS RESPONSIBLE fR EROSION G0N:-R i, AND DRAINAGE 'OXIMATE GRADING QU CUT= 47 CY FILL= 47 CY THE QUANTITIES SHOWN ARE APPROXIMATE ONLY AND ARE SHOWN FOR PERMIT BONDING PURPOSES ONLY. THE QUANTITIES SHOWN SHALL NOT BE USED FOR CONTRACTUAL AND/OR BIDDING PURPOSES. yr - _y�.�t=="-,•- /LIGI�IT cn;..; I .. x / / 3 GATE 3 � �`II PROP; BMP#T5.1OA RoLK CgLUMN 3 I ROOF/DWY INFILTRATION TRE4:' ; WALIGH13 I-2.5'13P X 400SF(MIN.) �/ I TOP OF ROCK-399.5 IE 398,5(4"PERF. PVC SDR35) ll (SEE DETAIL) R 1 2 i Iw 8' CONC PER COE GIS .. 219.31 (BETWEEN MH APN I i,: AND SSCOY 003736-005-007-03/ GREGORY JONES 2 EXISTING HOUSE KEYSTONE/ FOOTPRINT 2,906t S.F. 112'-6 „'�; :. i WALL / / I \ SDR35 y 11' 75'; / 1016.67X CORE DRILL CONNECTION TO EX. MH- I IE-384.80 "I 12'PINE I x - I i N I APN 003736-005-007-08 CHARLES CAREY MN I i NI I I 1 I N 1 I Z 40/4 64 _ � � SITE CLASSIFICATION: v/`CATEGORY 1 SMALL SITE PROJECT WATERSHED: SHELL CREEK PLAN SCALE: 1 "- 10' V COMPACTED 4" RIGID F OR 6" FLEXIBLE PERF. PVC SECTION SCALE: 1 "=10' NO SCALE THOMAS BRO. ti 454-H6 PROJECT CONTACTS N R OWEN JONES 20902 HILLCREST PL EDMONDS, WA 98020 APPLICANT/ARCHITECT LAWRENCE HOUSTON ARCHITECT 1719 - 1 ST AVE N SEATTLE, WA 98109 CONTACT: LAWRENCE HOUSTON PHONE: 206-819-1279 EMAIL: LAWRENC EHO U STONO COM CAST NET •-INIM 0(,, .............. OCONNELL CIVIL ENGINEERING 2812 COLBY AVENUE EVERETT, WA 98201 PHONE: 206-747-3494 EMAIL: OJ ER RY2 60YAH OO. C O M 0 1S I 34989 GEOTECHNICAL ENGINEER I OCE JOB #: 1712 RMI ASSOCIATES, LLC 824 E. UTSALADY ROAD '�"��' ��--^'�-- ---= - t -•='-.' �_�_ �.:' LL CAMANO ISLAND, WA 98282 CONTACT: RALPH ISAACS - - - - - - - VOX: 360-629-4711 T(OH) T(OH) U G P / J T(oH> T OH ( ) T(OH) -'- T T(OH) 7(OH S U RVE 1 O R !'. c / c4� a �O� LANKTREE LAND SURVEYING, INC. 2 a 421 B ST NE ?� CA,,, . AUBURN, WA 98002 `=< CONTACT: TREVOR LANKTREE PHONE: 253-653-6423 LLJ 5' C(oy)° a EMAIL: WWW.LANKTREELANDSURVEYING.COM ., n n -0- JOB # 2276 PLAN DWY PAVEMENT SCALE: 1 "=10' 30" COMPACTED BACKFILL 4" RIGID 3 FILTER OR 6" FLEXIBLE FABRIC PERF. PVC SECTION SCALE: 1 "=10' SCALE: 1 "=10' LINE TYPE AREA (SQUARE FEET) 1. NON -REGULATED 0 EXEMPT REGULATED 2. REPLACED 0 919 3. NEW (POST 1977) + 2,448 TOTAL REGULATED IMPERVIOUS AREA = 3,367 4. 5. TOTAL AREA MITIGATED BY EXISTING STORM MANAGEMENT SYSTEM(S) - 0 6. REGULATED AREA NOT YET MITIGATED = 3,367 7. AREA PROPOSED TO BE MITIGATED BY LID TECHNIQUES = 3,367 8. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES = 0* N SIDE SEWER NOTE: 1. CONTRACTOR SHALL FIELD VERIFY EX. SIDE SEWER DEPTH AND SHALL VERIFY THAT EITHER THE EX. SIDE SEWER OR THE NEW SIDE SEWER SHALL BE INSTALLED TO CITY STANDARDS. 2. SEWER INVERTS CANNOT BE DETERMINED FROM THE FIELD SURVEY. CONTRACTOR SHALL FIELD VERIFY THEM PRIOR TO CONSTRUCTION. 3. IF THE EXISTING SIDE SEWER IS TO BE RE -USED, THE LINE MUST BE CUT & CAPPED A MINIMUM OF 20' FROM THE EXISTING AND/OR PROPOSED FOUNDATION, WHICHEVER IS CLOSEST TO THE PROPERTY LINE. WATER NOTES 1. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR; NOT THE CITY OF EDMONDS. 2. TRACER WIRE SHALL BE REQUIRED TO BE INSTALLED ALONG WATER SERVICE LINE, 3. IF THE EXISTING WATER SERVICE IS TO BE RE -USED, THE LINE MUST BE DISCONNECTED AT THE METER DURING CONSTRUCTION. A HOSE BIB WITH AN AVB SHALL BE INSTALLED AT THE METER DURING CONSTRUCTION. DRY UTILITY NOTE 1. A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) ANC SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAINS. CIVIL SHEET INDEX C 1 STORMWATER SITE PLAN C2 SWPP/DEMO PLAN C3 NOTES AND DETAILS .o Lr SURVEY INFORMATION ob VERTICAL DATUM: NAVD 88 z BENCHMARK: SEE SURVEY � BASIS OF BEARINGS: SEE SURVEY N F-- COMPLIf8 WITH APPIIM CITY R CODE Da e' d U LEGAL DESCRIPTION: LLJ PER QUIT CLAIM FILED UNDER RECORDING NUMBER U) 201508130180 ft THE SOUTH 125 FEET OF THE NORTH 405 FEET OF -4Q LOT 7, BLOCK 5, ALDERWOOD MANOR NO. 9, ACCORDING TO THE PLAT THEREOF RECORDED IN Z 0 VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; Q EXCEPT THE EAST 136.01 FEET THEREOF. LiJ SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF 0 WASHINGTON. UTILITIES & SERVICES t= LEAD AGENCY: CITY OF EDMONDS 900 WATER & SEWER: CITY OF EDMONDS PUBLIC WORKS PUBLIC SCHOOLS: EDMONDS SCHOOL DISTRICT #15 FIRE PROTECTION: SNO. CO. FIRE DIST. #1 COMMUNICATIONS: COMCAST GAS: PSE POWER: SNOHOMISH COUNTY PUD SITE INFORMATION: DATUM: NAVD 88 ADDRESS: 20902 HILLCREST PLACE EDMONDS, WA 98026 CITY#: TAX ACCT NO.: 0037-3600-5007-06 SITE AREA: GROSS: 0.26 AC BLD 2017-0398 & -0399 APPROVED FOR CONSTRUCTION SCALE: 1"=20' CITY OF EDMONDS SHEET: DATE: $�L$� L°ti_ ------------------- C OF 3 BY: �� ----------------- CITY ENGINEERING DIVISION STORMWATER SITE PLAN RESUB APPLICANT COPY �o° ,�' ;,�M