10524 13TH AVE W Utility Plans 2024-12-02

WENTZ SP w=, m SECTION 23 , TOWNSHIP 28N , RANGE 4E5 W. M . 0 g S F a W � \ � GENERAL ROAD AND STORM DRAINAGE NOTES: ®® e \ IE=538.54(18"CMP SW) 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR5g� g WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. - H SSMHO m Q RIM=541.52 e - 2. THE CONTRACTOR SHALL NOTIFY OMEGA ENGINEERING, INC., THE OWNER AND THE IE=534.98 CL / \ INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND EXISTING FIELD CONDITIONS OCCUR, a a a a a / `.TBM Al NA 88 AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. €L=54.00' 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE sq II \ UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTED BY THE CITY. �sY ce ir1 !� I \� - 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE "J RIBa \ 5p \ I I \ RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE VICINITY MAP W; E_ 538.43(12"CONC NW) N \ I \ I FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT /� IE-538.34(12"CONC SW) SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE E - SL S'•:�. PRIVATE DRAINAGE IS 538.24(18"CMP NE) z° �� I I I \ CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED off••• •• IE=538.35(18"CMP S e �/ S TO BENEFIT TPN:N: //T/ \\ 3 o�EX. 2�8 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 00552500003200 i Pv"T LEGAL DESCRIPTION �i IE=53859(12"coNc s) s. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. PER CHICAGO TITLE GUARANTEE N0, 5 000 58 41 0 PROP. S- \ o L I I 3 r LOT 33, PLAT OF RANCHO INTERCITY DIVISION NO. 3, DUPLEX p I \ 6. ALL CB'S SHALL BE TYPE A PER STD. DWG. #402 UNLESS OTHERWISE SHOWN. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 13, RECORDS OF SNOHOMISH COUNTY, 7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH WASHINGTON. W P SMOOTH WALL INTERIOR UNLESS OTHERWISE NOTED. ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF / uj 22' I 8. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF THE COMPLETION OF WASHINGTON. / �/ CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL 420 I _ I I NI I PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY I ENGINEER. UNIT A ' a:la' ° I SITE DATA o / � I o� 9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING SITE ADDRESS: 10524 13TH AVE W W CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY TAX PARCEL NUMBER: 005525-000-033-00 1 t -,l m1 0 -� I PROP. .."^ THE PUBLIC WORKS INSPECTOR. EXISTING ZONING: R-2 6 LJJ 1z'zz a`ISHAR® I - EXISTING LOTS: 1 N! 240 �'eia DRIVEWAY:/a 10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS. PROPOSED LOTS: 2 DUPLEX LOTS O LOT 1 3 3.5 I # ry MINIMUM LOT SIZE REQ'D:6,000 SF (7,500 SF FOR DUPLEX LOTS) c� o UNIT B a I _° / 3 11. IN ENCOUNTERED, ANY EXISTING ON-SITE SEWAGE SYSTEMS MUST BE ABANDONED AND GROSS SITE AREA: 16,484 SF (0.38 ACRES) 5,O 1 X o FILLED IN ACCORDANCE WITH SNOHOMISH HEALTH DISTRICT STANDARDS. CURRENT USE: SINGLE-FAMILY RESIDENTIAL U PROPOSED USE: DUPLEX (TWO-FAMILY) STRUCTURES m^ WATER PURVEYOR: PUBLIC/CITY OF EVERETT m a10524 13TH AVE W 1� 24.0' 1 m r SEWAGE PURVEYOR: PUBLIC/CITY OF EVERETT ---____ a.P FIRE DISTRICT: EVERETT FIRE DISTRICT `� \ \ EX. 2z SCHOOL DISTRICT: EVERETT SCHOOL DISTRICT NO. 2 'D I P \ PVMT ul o I a c-4 ao _ Lu o 6s w - - - - - ¢�vIn �s' - 42.0 22' ¢ z DATUM NAVD 88 �co o 6 �Ia o 24.0 I 4 IIp i BENCHMARK N N / I �-S4 Ij M Ia PROJECT BENCHMARK: CITY POINT #730-040-02 AT THE H a v "_-s r' ° LEGEND / ss UNIT A I INTERSECTION OF HOLLY & 103RD PL SW W +� I ® MONUMENT,AS NOTED EL=55718 10528 13TH AVE W ? 4',t SHARED °o Yi 1 O FOUND IRON PIPE OR REBAR AND CAP(RBC),AS NOTED O> / 3 24.0 o,19I I N TBM A: MAG NAIL IN ASPHALT +/- 15' SOUTH OF MONUMENT 04 W LOT 2 13.5 al+l°9a4VEWAY • SET 24"x 1/2"REBAR WITH CAP STAMPED"32441' IN CASE AND +/- 4' EAST OF EASTERLY FOG LINE 20' BSBL 8,335 SF UNIT B a°IpZ'/ 3\ AS-BUILT NOTE: � SET MAG NAIL&WASHER STAMPED"32441" ELEV. = 541.00' y (TYP.) _ a/.a o - cB-1 THE AS-BUILT INFORMATION SHOWN WAS D SEWER MANHOLE Q Z za.o' Y RIM=541.19 PROVIDED BY HARMSEN, LLC. OMEGA \ a IE=538.12(18"IMP N1 ENGINEERING HAS PREPARED AND STAMPED Yg FIRE HYDRANT �_ ___-__ _ _ w a.o 20' BSBL I 3 \ IE=538.08(18"CMP s; THIS DRAWING BASED ON THAT INFORMATION. BASIS OF BEARING V Z (-T P.) co ® WATER METER _ \ NORTH 00'29'10" EAST BETWEEN FOUND MONUMENTS ALONG WATER VALVE THE CENTERLINE OF 13TH AVE W PER THE PLAT OF RANCHO W wW \ N INTERCITY DIVISION N0. 3 5 W 3 N p El CATCH BASIN `Z SEWER LINEO Z PROP. EX. DUPLEX P N PI P -SD- STORM DRAIN OWNER/APPLICANT CONTACT 60' w / -x FENCE KEVIN WENTZ LEE A. MICHAELIS, AICP RW 1 10524 13TH AVE W 5205 S. 2ND AVE SUITE A 10, 10.N _W_ WATER LINE EVERETT, WA 98204 EVERETT, WA 98203 I G- GAS LINE 425-773-7104 (425) 252-1884 P- OVERHEAD POWER LINE C d UTILITIES NOTE eulL°'NG SETBACK LINE CIVIL ENGINEER ONE OF THE PROPOSED DUPLEX UNITS ON BSBL FRONT-20' SURVEYOR O1 U) \ LOT 2 TO USE EXISTING UTILITIES WHERE Z ce v N J EX. FIRE SIDE=5' OMEGA ENGINEERING, INC. Q RIM=540.4( ) i_I a HYDRANT AVAILABLE. PANNING ND SURVEYING & ~ IE=537.34 18"CMP N "'r'W REAR=20' 27071 WETMORE AVE. � N O ~ IE=537.44 18"CMP S THE NEAREST FIRE HYDRANT IS LOCATED 85 EVERETT, WA 98201 5205 S.P ND AVEPLS /•� Q ( ) FEET SOUTHEAST OF THE SOUTHEAST N 425.903.4852 5205 S. 2ND AVSUITE A I..1.. N EVERETT, WA 98203 F Z PROPERTY CORNER ON THE EAST SIDE OF F:425.259.1958 F O W t- - - - - - - CB TY1 425.252.1884 z U - - - - - - �CR IM=540.69 13TH AVE W. DRAWING INDEX LL] z o IE=538.69(12"CPP N,S) IE=538.98(6"PVC E) WATER PURVEYOR IS CITY OF EVERETT 1) COVER SHEET W UW) 2) SWPPP O W W F_ 30' 30 _ SEWER PURVEYOR IS MUKILTEO WATER & 3) SWPPP DETAILS P W O af WASTEWATER DISTRICT Z 4) DRAINAGE PLAN = Q 0 Z U) 5) FRONTAGE IMPROVEMENTS �/ r NOTE: 6) SEWER & WATER PLAN r_ I N ALL NEW DRY UTILITY SERVICES TO EACH LOT 7) SOIL MANAGEMENT U a (IE., POWER, CABLE, TELEPHONE, ETC.) SHALL BE INSTALLED UNDERGROUND 0 20 40 IIIII TOTAL ON-SITE NOTE: HORIZONTAL SCALE IMPERVIOUS AREA SUMMARY TABLE oi."o. PGIS s M2872 -477 ls THE LOCATIONS AND DEPTHS OF UTILITIES SHOWN ON THESE "17-1004 os"BRAW jE xistin 0,705866 GRADING QUANTITIES: PLANS ARE BASED ON A SURVEY BY OTHERS AND AS-BUILT Removed 494063 CUT=360 C.Y. INFORMATION PROVIDED BY THE CIN OF EVERETT. THESE5/30/18 eplaced 2,075 08 FILL=360 C.Y. UTILITIES ARE SHOWN USING THE BEST INFORMATION AVAILABLE.ew 9822 THE ACTUAL LOCATION AND DEPTH MAY DIFFER FROM THOSE CALL 48 HOURS+Re laced 3057 90 QUANTITIES ESnMATED BASED ON SHOWN. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES 1" 20' te lm ewious 3057 90ENT SITE INFORMATION&ASSUMED LOCATED PRIOR TO STARTING ANY WORK. BEFORE YOU DIG et New -7 648 776 EXCAVATIONS NECESSARY FOR PROPOSED TOTAL AREA-17,273 SF=0.40 AC IMPROVEMENTS. 81 or 7