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COLBY SP
<br />SECTION 7, TOWNSHIP 28N, RANGE 5E, W.M. �7
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<br />PAVEMENT TO THE NORTH
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<br />"NO PARKING 'PT ()w'-, I
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<br />FIRE LANE" . ....... AC IN
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<br />SIGN (TYP.) K . al (W 61 PVcj,
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<br />6,720 SF SIGN
<br />SCALE: 1' 2,000'
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<br />7002 COLBY AVENUE° k y, 4 Y oCa
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<br />LEGAL DESCRIPTION
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<br />20'
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<br />4 PVMT
<br />PARCEL A:
<br />25' VA SETBACK (TYP.
<br />20' GARAGE SE
<br />BSBL
<br />BEGINNING AT A POINT 711.41 FEET WEST AND 656.48 FEET SOUTH OF THE NORTHEAST CORNER OF SECTION 7,
<br />SETBACK A.
<br />(TYP.) 5' SID - - - - '4
<br />4.. h TOWNSHIP 28 NORTH, RANGE 5 EAST OF THE W.M., IN SNOHOMISH COUNTY, WASHINGTON,
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<br />80 THENCE SOUTH 55 FEET,
<br />I 'U THENCE WEST 310.7 FEET,
<br />THENCE NORTH 55 FEET,
<br />§/W THENCE EAST TO THE POINT OF BEGINNING,
<br />5' SIDE SETBACK 4, A 4
<br />14 15' PVT, 1 1
<br />DRAINAGE- SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
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<br />5' EASEMENT PARCEL B.
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<br />(TYP.) ex. 18'E TH
<br />TOWNSHIP 28 NORTH, RANGE 5 EAST OF THE W.M., IN SNOHOMISH COUNTY, WASHINGTON,
<br />BEGINNING AT A POINT 711.41 FEET WEST AND 711.48 FEET SOUTH OF E NORTHEAST CORNER OF SECTION 7,
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<br />No 20 1 1 z 5 .4 11 THENCE WEST 310.7 FEET;
<br />Ir_— BSBL r 1 2 THENCE SOUTH 70.3 FEET;
<br />1 3 11, 704 SF
<br />(TYP.) mi
<br />A 5' 6,877 SF THENCE EAST 310.7 FEET;
<br />7,618 SF 7010 COLBY AVENUE THENCE NORTH TO THE POINT OF BEGINNING,
<br />APPROX. OC,
<br />BSB VEN E 7008 COLBY AVENUE
<br />R(TYP-) 7006 COLBY A VEN -C) 01-' WATER P,),A!N SI TUA TE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />0 EA11-51ING SSVf1-= 42, 559
<br />(0 !E=416.62 AT CENTER
<br />8,185 SF —18'
<br />7004 COLBY AVENUE•�0,q 8� PVC, OUT S) PARCEL C:
<br />Ex.
<br />25' SETBACK-.__..-. 25 1 : ;,
<br />1 1, PVMT FOUND CASED THE SOUTHERLY 5 FEET OF THE NORTH HALF OF 7HE FOLLOWING DESCRIBED TRACT.
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<br />BSBL 20 R SETBACK ------------ BSBL MONUMENT W
<br />(TYP.) --------------- 4j I T COPPER
<br />(TYP TAC IN CONCRETE, COMMENCING AT THE NORTHEAST CORNER OF SEC77ON 7, TOWNSHIP 28 NORTH, RANGE 5 EAST OF THE W.M. IN
<br />BSBL
<br />600 SF SHONOHISH COUNTY, WASHINGTON,
<br />4 DN 0.40
<br />600 SF (TYP.) co YARD AREA 5' SIDE SETBACK THENCE WESTERLY AND FOLLOWING THE SECTION LINE FOR 711.41 FEET;
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<br />0j YARD AREA 0 E:
<br />IQ L ----------------- THENCE ANGLE TO THE LEFT 89'11'20" FOR 531.16 FEET TO THE POINT OF BEGINNING;;
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<br />S?l N Ck.>ED CONCRt ONU E T THENCE CONTINUE ON SAID STRAIGHT LINE FOR 250.6 FEET,
<br />FOUND '?E' h4i, A4.'.N
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<br />5' S112E SETBACK
<br />wim DISC 1�/ PUNCpj, THENCE ANGLE TO THE RIGHT 89'11'20" FOR 310.7 FEET,
<br />= -------------
<br />757
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<br />1 C ON r, -75 THENCE ANGLE TO THE RIGHT 90*48'40" FOR 250.6 FEET,
<br />1,017( u) o'
<br />N8 74 E
<br />t 6' ASPHALT THE ANGLE TO THE RIGHT 89-11*20" FOR 310.7 FEET, TO THE POINT OF BEGINNING.
<br />RAMP
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />70TH PL SE
<br />PROJECT INFORMATION
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<br />I! I I EXISTING Cdfl= 42'� it? 0) - -
<br />SINGLE FAMILY 7010 COLBY AVENUE W M 0)
<br />1 420 10 (A? 12 F. S1 IF ADDRESS: NO C) to
<br />12- Pvcl 98203 0 EVERETT; WA
<br />iE----4,2a2.7 12- PVC) 0 LC5 CjTAX NUMBER. 28050700102600, 28050700102500 & 28050700104400 C,4
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<br />g,t II EXIS71NG ZONING. R-1
<br />0 PROPOSED ZONING. R-1 1, LLJ
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<br />+ PROPOSED LAND USE SINGLE FAMILY RESIDENTIAL 1- LLJ
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<br />CITY OF EVERETT
<br />SEWAGE DISPOSAL
<br />q WATER SUPPLY CITY OF EVERETT
<br />SCHOOL DISTRICT EVERETT SCHOOL DISTRICT #2
<br />FIRE DISTRICT CITY OF EVERETT Qz
<br />GROSS SITE AREA 40,475 SF 0.93 ACRES fiZ
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<br />LEGEND GENERAL ROAD & STORM DRAINAGE NOTES:
<br />BASIS OF BEARINGS: GEOTECHNICAL ENGINEER.* TOTAL PROPOSED LOTS 5 W rz
<br />GROSS DENSITY (510.93) 8.60 D.U. PER ACRE us
<br />@ EXIS77NG MONUMENT AS NOTED 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS RECORD OF SURVEY RECORDED IN VOLUME 48 OF SURVEYS, PAGE 84, A.F. NO. 9609165003 EARTH SOLU71ONS NW, LLC
<br />(JANUARY 2020) AND/OR WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. AVERAGE LOT SIZE (LOT AREAS ONLY) 8, 221 SF 0.19 ACRES
<br />RA YMOND A. COGLAS, PE Uz
<br />0 SET MAGNETIC NAIL AND WASHER -ORCA 34671- TERRY J. DUNN SMALLEST LOT SIZE 6,720 SF 0. 15 ACRES
<br />2. THE CONTRACTOR SHALL NOTIFY J.C. McDONNELL PE., THE OWNER AND THE INSPECTOR BENCHMARK: 1805-136TH PL NE, SU17E 201 to
<br />0 EXIS77NG 112- REBAR WICAP WHEN CONFLICTS BETWEEN THE PLANS AND EXISTING FIELD CONDITIONS OCCUR, AND WGS SURVEY CONTROL POINT SC51, WEST QUARTER CORNER SECTION 1. FOUND CONCRETE MONUMENT 3" BELLEVUE, WA 980050 z
<br />SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. # $ W
<br />POWER POLE BRASS DISK vvlr-utv%,n Div 0.29 IN CASE, 175 NNW 1-1-jr11, x4 WOF rOu'Llivc. VISITED U/i/vuAnv 2010. (425)44-f nf-/U-f
<br />3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE LOCATION AND ELEVATION DETERMINER BY GPS, NAD 83191 AND NAVD 88. ELEVATION = 356.04'
<br />LIGHT POLE UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTED BY THE CITY. (NOTE. THE DATA SHEET FOR THIS POINT SHOWS AN ELEVATION OF 356.1180542, WITH AN ACCURACY
<br />E_ GUY ANCHOR 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE OF <=0.050,10.164FT.) CIVIL ENGINEER
<br />RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE
<br />SANITARY SEWER MANHOLE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY TBM: OMEGA ENGINEERING, INC.
<br />E] CATCH BASIN ADDITIONAL UTILITIES NOT IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING TOP OF EASTERLY FLANGE BOLT ON THE FIRE HYDRANT AT THE NORTHWEST QUADRANT OF THE JSERPE C
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND INTERSECTION OF 40TH STREET NE AND 83RD AVENUE NE. ELEVATION 356.61' 2OSEPH 707 WETMORMY, E AVE. APPLICANVOWNER. PLANNER ZCON TACT:- 0
<br />FIRE HYDRANT ANY CHANCES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO EVERETT, WA 98201
<br />COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. DATUM-NAVD88 425.903.4852 PAUL KORENOVSKY LAND RESOLUTIONS C
<br />EXISTING SIGN F.- 425.259.1958 4231 SOUTH 3RD AVENUE 3605 COLBY AVENUE -C
<br />5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO EVERETT, WA 98203 EVERETT, WASHINGTON 98201
<br />EXISTING EDGE OF ASPHALT STARTING CONSTRUCTION. 425-260-4376 (425) 258-4438 >""'
<br />EMAIL:
<br />258-1616
<br />MAIL BOX 6. ALL CB'S SHALL BE TYPE 1 OR TYPE 1L PER STD. DWG. #402 & #403 UNLESS SURVEYOR: EMAIL: JENOORCALSI.COM
<br />00
<br />OTHERWISE SHOWN. CONTACT.• JEN HAUGEN
<br />TEMPORARY BENCH MARK
<br />7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH ORCA LAND SURVEYING
<br />lL WATER METER PROJECT NOTES: 3605 COLBY AVENUE
<br />SMOOTH WALL INTERIOR UNLESS OTHERWISE NOTED, EVERETT, WASHINGTON 98201 AVVI14G O 0� W
<br />ELECTRICAL VAULT 8. ALL EXPOSED GROUND MUST BE RE -SEEDED WITHIN 30 DAYS OF THE COMPLETION OF 1) NO DUPLEXES ARE PROPOSED WITHIN THIS SUBDIVISION. (425) 259-3400 D DR c) >
<br />[\A WATER VALVE CONSTRUCTION. IF RE -SEEDING IS NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL 2) PROJECT SHALL BE CONSTRUCTED IN ONE PHASE. FAX (425) 258-1616 RECOR pared, in part, based W
<br />VN PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY 3) ENTIRE SITE LIES OUTSIDE OF FLOOD HAZARD AREA AND LANDSLIDE HAZARD AREA. EMAIL: JOANNECORCALSI.COM Drawing has been prepared others. Though 0 LL
<br />CONTACT- JOANNE M. SWANSON, PLS This Record D provided by othe, 0
<br />ENGINEER. 4) ALL LOT AREAS ARE GROSS AREAS UNLESS OTHERWISE NOTED. "As Built" information P pre based on Know what's below.
<br />, should
<br />5) NEAREST FIRE HYDRANT IS LOCATED ON THE EAST SIDE OF COLBY AVENUE, APPROXIMATELY on information and this drawing n Jid >
<br />9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING the a t I t-on no presUmpf, Call two business F-
<br />CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED 55 FEET NORTH AND 56 FEET EAST OF THE NORTH EAST CORNER OF S17E t ailable inform ' in`gs accuracy- 0
<br />0 in' writinrc CACCAIC'PLIT APl1TTIXI,-_ DnAn C-OMITAI-C Alkin Arlr�CVC 17-ACCAJC"AIT nAl ALL 1/)TC rAin 11 vs before vou dia.
<br />BY THE PUBLIC WORKS INSPECTOR,
<br />AND TRACTS AT TIME OF RECORDING.
<br />N b re Q&Orp ap
<br />10.
<br />PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS.
<br />7) VERTICAL DATUM. NAVD 88
<br />Date
<br />11,
<br />IF ENCOUNTERED, ANY EXISTING ON -SITE SEWAGE SYSTEMS MUST BE ABANDONED AND
<br />8) FOR NAVD 88 TO NAVD 29 CONVERSION SUBTRACT 3.7'
<br />9) PROPOSED LOTS 1 THROUGH 5 MUST HAVE FIRE SUPRESSION SYSTEMS TYPE 13D INSTALLED
<br />By ermit lns2 actor
<br />DRAWING INDEX
<br />FILLED IN ACCORDANCE WITH SNOHOMISH HEALTH DISTRICT STANDARDS.
<br />PER CITY FIRE MARSHALL.
<br />12.
<br />PAVEMENT PATCHING SHALL CONFORM TO STD DWG #326.
<br />1) COVER
<br />2) SWPPP (AS)Print Name & tle
<br />13.
<br />ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS
<br />3) SWPPP DETAILS
<br />TO STREAM."
<br />MAILBOX NOTE:
<br />DRAINGL
<br />4) AGE
<br />5) ROAD 'A'E& 'BN' P(ABA& PROFILE (AS)
<br />DEVELOPER/CONTRACTOR TO COORDINATE W/ POSTMASTER
<br />6) COLBY AVE FRONTAGE IMPROVEMENTS (AS)
<br />REGARDING RELOCATING EXISTING MAILBOXES AFFECTED BY
<br />7) SEWER AND WATER PLAN (AB)
<br />THIS PROJECT & LOCATION FOR NEW MAILBOXES SERVING
<br />8) SEWER PROFILE (AS)
<br />THE FUTURE LOTS,
<br />9) DETAILS (AB)
<br />v zv &+v IUj DETAILS (AB)
<br />HORIZONTAL SCALE
<br />PROS. NO. DSN. BY:
<br />18-0329 RAW
<br />DATE:
<br />5/10/19
<br />SCALE:
<br />ill = 20'
<br />DRAWING NO.
<br />1 OF 10
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