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DISTANCE FROM MON TO INTERSECTION OF NW 1/4, NE 1/4, SEC. 71 T.28 N., R.05 E., W.M.
<br /> 6 DIS FROM MON 0 MON 16.1 17.53' N 89°4537" W— (BASIS(OF BEARINGR4) 504.04'(83) MADISON ST CITY OF EVERETT, WASHINGTON o,
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<br /> 7 R A�f
<br /> FOUND 2" IRON PIPE IN CASE W/ � LEGEND
<br /> LLVl ; LEAD & COPPER PIN DOWN 0.5'
<br /> FOUND 2"O.D. IRON PIPE W/LEAD VISITED 6/30/22
<br /> & TACK IN CONC., DOWN 0.5' IN LOCATED MON IS 1.45'(W) OF + EXISTING MONUMENT \
<br /> MON. CASE (HELD FOR BEARING) Q/ INTERSECTION PER RAINIER CONDOS (C) CALCULATED DATA
<br /> (P) PLAT DATA
<br /> rn
<br /> 1^ (M) MEASURED DATA
<br /> W
<br /> ® WATER METER
<br /> �lo Dag /(D EX. FIRE HYDRANT N
<br /> ^' m WATER VALVE
<br /> GAS VALVE WE
<br /> © POWER VAULT VICINITY MAP
<br /> -0- UTILITY POLE
<br /> S SCALE: 1"-2000'
<br /> S SCALE: I" = 20, UTILITY ANCHOR EQUIPMENTANDPROCEDURE
<br /> SSD ❑ TELEPHONE RISER METHOD OF SURVEY.•
<br /> 56.68 so 0 10 20 0 YARD LIGHT SURVEY PERFORMED BY FIELD TRAVERSE
<br /> 12' CONC S IE=465.21 ! / q BLOW OFF
<br /> a a o MAIL BOX INSTRUMENTATION:
<br /> 12'PVC(E) IE=466.79 N 7g41 W J,30.00, CO//C. CURB d m JUNCTION BOX LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br /> TT�R� STREET SIGN PRECISION:
<br /> DITCH V 0 MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
<br /> - D
<br /> STREET LIGHT
<br /> '---/ / R 220.00 - ❑® EX. CB, TYPE 1 BASIS OF BEARING:
<br /> THE MONUMENTED CENTERLINE OF MADISON ST,
<br /> 1 / cx�/NK FEN o - Sp \12" PVC W IE=467.51 _ O SAN SWR. MANHOLE AS THE BEARING OF N 89'4537" W PER AFN-201902195001.
<br /> a _� 12" CP ) IE=468.88 ss SAN. SWR. PIPELINE 41= 466.69 -- a DITCH l w WATER PIPELINE BM
<br /> IM FOUND 2" IRON PIPE IN MONUMENT CASE, 118'
<br /> / /FULL OF DEBRIS_ _ cy6��o m 2 0 / \ r( o - — -XXX- - EX. CONTOUR
<br /> Y, YF WEST OF THE INTERSECTION OF RAINIER DR. &
<br /> EX. PROPERTY LINE MADISON ST, ALSO KNOWN AS THE QUARTER
<br /> o I x SECTION MONUMENT BETWEEN SECTIONS 6 & 7.00 CENTERLINE
<br /> I / _ o ELEVATION=442.60
<br /> I DEDIC T N' E�
<br /> Co / UN 1 , DRI WAY N l — 20 __ �� , XXX PROPOSED CONTOUR (PER THE CITY OF EVERETT PUBLIC WORKS)
<br /> 7 UNIT 2 a �° l / / 20 / / — \ \ �i �g PROPOSED STORM DRAINAGE NAVDDATUM88
<br /> ' / EX. W-R _/ / / 140
<br /> I 1,240 SF UNIT' ° ' / / / l / �� PROPOSED SEWER N.A.V.D 88-3.64'=NGVD '29 (MSL)
<br /> 10 I \\ EX. HOUSE# 702 1,240 IT 4 l // // — t 12 \ \ —
<br /> BSB( � / A / ' _ I \ \ \ PROPOSED SEWER FORCE MAIN
<br /> I o � r— / 1, 40 SF ,�INIT 5 � / ? d/ / / / I \ \ ENGINEER/CONTACT SURVEYOR
<br /> I I I / 1O4..0 SF UNIT16 // ,/ / I 1 \ \ PROPOSED WATER MAIN w/FIRE HYDRANT INSIGHT ENGINEERING COMPANY PACIRC COAST SURVEYS, INC.
<br /> I a / 1,240 �F / l I I 1\ \ P.O. BOX 1478 P.O. BOX 3286
<br /> ) ' /l 6tg - / d LC / / / UNI I I \ l 'NO PARKING" SIGN EVERETT, WA 98206 EVERETT, WA 98213
<br /> CONTACT: BRIAN R. KALAB CONTACT. DARREN J. RIDDLE, PL
<br /> I � I/ i
<br /> o ^ ' / T 73 I / 1,30 SF U �"F I \\ \ � PARKING SPACE (425) 303-9363 PH: (425) 508-4951
<br /> 10 l GARAGE I 1 I 3,2114 SF I FAX: (425) 357-3577
<br /> (SER) 0039800701 00 I I
<br /> I I /I - l / I OWNER/APPLICANT
<br /> ' / 0' / / 11
<br /> I o �M \ 04' / I / / 11 l� I I /l KEYSTONE LAND, LLC
<br /> / 13805 SMOKEY POINT BLVD SUITE-101
<br /> 0 / / / I / \\
<br /> PH: E
<br /> (360) 659Q 1
<br /> 9444
<br /> I - - -
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<br /> _ 9 _ / PLANAPPROVED
<br /> AT C
<br /> izo, / I I I 110"MI / \
<br /> EX R/W I I —-4 4433 SF———� l / // 8
<br /> 20'
<br /> 2 I / I 1
<br /> 0 ——_ // / 12' 14" I I � / LANOSC E BUFFER V RE
<br /> I ' 30, EIT
<br /> o LOT AREA I I--- / 24 \ I / / EASEMENT BUILDING SETBACKS PUBLIC SERVICES DATE
<br /> f
<br /> CIL OF I 20' 29,807 SF
<br /> PER TABLE 6.1 PUBLIC WOR
<br /> KS
<br /> R/W 9092800701300
<br /> 0039O'� 310' STREET UTILITIES DRAINAGE DEPARTMENT
<br /> 20'7 W 5' INTERIOR SIDE A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> TO STARTING ANY CONSTRUCTION ON THIS 20
<br /> 1 0'
<br /> FROM SF ZONE CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS
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<br /> ' UNoT 9 ' JX. LAWN 11 I i 20 2 p� I I 10' LANDSCAPE BUFFER FROM SF ZONE CONDITIONAL PER CURRENT STANDARDS AND
<br /> SF EXPIRES ____ _________ UNLESS
<br /> I o I UNIT 10 I 1 I I / = 8' HEIGHT LIMIT 35' FROM SF ZONE PERMIT FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> I 1,140 SF NIT 11 �°T 72 UTILITIES
<br /> 1
<br /> 1,140 SF UNIT 12 1 y I ; ; '2'F
<br /> SEWER CITY OF EVERETT
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<br /> k 1 ' 1,140 SF UNIT 13 0 3 284070(1200 l l I WATER CITY OF EVERETT
<br /> 1,1140 SF UNIT I l /I 111 SCHOOLS EVERETT SCHOOL DISTRICT 2
<br /> 'FOUND 1�2" REBAR & CAP� l l l
<br /> 20 00 5.0' (E) OF CORNER STAMP D / /I 1 1,140 S 1 T 1 NIT 1 S l / 1 / LEGAL DESCRIPTION
<br /> v DEA 18 X — _ '� EX GAR�E 1 `111,140 S IT 160 I /�
<br /> (79R) 1 1 1 ,397 StLOT 12 AND LOT 13, BLOCK 7, BEVERLY HILLS DIVISION 1,
<br /> )� ) ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
<br /> 14"UK 16"F \. PLATS, PAGES 76 AND 77, RECORDS OF SNOHOMI SH COUNTY, INSIGHT ENGINEERING C O.
<br /> m _ aT / — — h/ //� /l i �� \\ \\ WASHINGTON. P.O. BOX - 1478
<br /> I /-/77 � 0' / _/ _ _ / ^ / ' I \\ 1 \ I \ SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON EVERETT, WA 98206
<br /> CONDO 7Tj/ /V 78°415o'Z,, W / _ / I v v20' v (425) 303-9363 (425) 303-9362 FAX
<br /> 77�/ _
<br /> 777/ 200oo'/ / 7 10 11 C INFO@INSIGHTENGINEERING.NET
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<br /> CURVE TABLE r77/�E�77 / 20 I SITE ADDRESS: 7025 & 7031 RAINIER DR.
<br /> CURVE LENGTH RADIUS DELTA ANGLE ���� / EVERETT, WA 98203
<br /> TOTAL UNITS = 16 i 5'
<br /> Cl 1 47.12 1 30.00 90'00'00" SURFACE PARKING = 0 SPACES /
<br /> GARAGE PARKING = 32 SPACES i TAX ACCOUNT NO.'S: 00392800701300,
<br /> TOTAL PARKING = 32 SPACES REV. NO. DESCRIPTION INITIALS DATE 00392800701200
<br /> MINIMUM O.S. = 1,600 SF
<br /> PROVIDED O.S. = 3,200 SF, ALL PRIVATE
<br /> O.S. MIN. WIDTH = 10'
<br /> TEXTUAL SITE DATA: 4�� J° RI
<br /> EXISTING ZONING: ....................... URF P o c i f i c C o o s t Su r ve S, Inc. �4 of WA xr� NW 1/4, NE 1/4, SEC. 7, T.28 N.,R.05 E., W.M.
<br /> PROPOSED ZONING: ....................... URF LAND SURVEYING & MAPPING c RAINIER DR TOWNHOMES
<br /> PROPOSED LAND USE. ....................... TOWNHOMES
<br /> PLAT AREA: ....................... 0.68 ACRES = 29,807 S.F.
<br /> SMALLEST LOT PROPOSED: ....................... 1,140 SF (UNITS 10-15) P.O. BOX 13619 DWG FILENAMEDESIGNED BY. DATE: SCALE: JOB NO.:
<br /> EXISTINGPROPOSED LO
<br /> ....................... 16 UNITS MILL CREEK, WA 98082 � �� s wq
<br /> T E¢ 221218-PRELIM.DWG JTK 07-22-2022 1"=20' 22-1218
<br /> PH. 425.512.4951 FAX 425.357.3577 I L LAND SHEET
<br /> www.PCSurveys.net PMI
<br /> RAINIER DR TO WNHOMESPRELIMINAR Y PLAT MAP Of
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