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GRAPHIC SCALE EVERETT CHASE BANK
<br /> 0 30 60 A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. w
<br /> I INCH=30 FEET(22"X34") CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> 1 INCH=60 FEET(Il'k17") COVER SHEET SURVEYOR NOTES P,�I 1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED -
<br /> / 1 BY FIELD TRAVERSE UTILIZING A TWO(2)SECOND THEODOLITE WITH 9 z
<br /> euT�OTxO / INTEGRAL ELECTRONIC DISTANCE MEASURING METER(TRIMBLE S6)AND 4
<br /> ----------------
<br /> / REAL TIME KINEMATIC(RTK)GLOBAL POSITIONING SYSTEM(GPS) "' """""` a
<br /> -----
<br /> -----� (TRIMBLE R10). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES "0""� ITS �
<br /> MEET THE STANDARDS OF WAG 332-130-090.
<br /> 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY o
<br /> 28053000406400 I / I THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR
<br /> ALGEM I I INSTALLATION ARE SHOWN HEREON.A PRIVATE UTILITY LOCATE i
<br /> / J/ SERVICE,APS INC.MARKED OUT THE UTILITIES ONSITE ON JANUARY 16, E a
<br /> / 2023. r,°
<br /> 3. THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS >� t z
<br /> / ^ THEY EXISTED JANUARY 18,2023,THE DATE OF THIS FIELD SURVEY. a O
<br /> / L — _ T- _ '�// 4. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS
<br /> SASSnSx -J / I f HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN TITLE w
<br /> / L ntXS."OOOSOsmsO- INSURANCE COMPANY COMMITMENT ORDER N0.NCS-933140-D-HOU1,
<br /> DATED NOVEMBER 1,2022 AT 7:30AM. NO ADDITIONAL RESEARCH HAS L M
<br /> BEEN ATTEMPTED. VICINITY MAP E ^�
<br /> IT
<br /> 5. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR JI W o
<br /> =LLF EST
<br /> _"�1 J J� I TO PROPERTY LINES. NOT TO SCALE Z Q
<br /> I �--- 6. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR JI qZ n 2i
<br /> 28053000406 200 RESERVATIONS WHICH MAY EFFECT THIS SITE. LEGEND J e
<br /> PETINA LLC -
<br /> I PN 28053000408300 I l l FR ED MEYER STORES I N C 7. THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL e d.�.2 2
<br /> I 101..- + _ 1♦ 8. ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD SURVEY PROPOSED l7 Z(3
<br /> �,.. NllN3 lON ON I Cf` L. MEASUREMENTS AND MEET OR EXCEED THE MINIMUM ACCURACY g
<br /> s e � CRITERIA OF THE NATIONAL MAPPING STANDARD,BEING ONE-HALF THE ��0�\ CONTOURS -1��-� z -2 o
<br /> T aS I W I CONTOUR INTERVAL.
<br /> I I U 9. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK OBSERVED J = y
<br /> r.
<br /> ————
<br /> PROPOSED I C4 J� AT THE TIME OF THIS FIELD SURVEY.THERE WERE ALSO NO BUILDINGS PROPERTY LINE/RIGHT-OF-WAY �'�o U0 a+
<br /> I O 'CHASE BANKS --— I �' I OBSERVED ON SITE AT THE TIME OF THE FIELD SURVEY. ——— RIGHT-OF-WAY DEDICATION __
<br /> T 1 L- 18 - I O-' rOuxo s 10. SURVEYOR IS NOT AWARE OF ANY PROPOSED CHANGES IN STREET RIGHT W o�'
<br /> L AssASS DISCNU.ENT xITM RIGHT-OF-WAY CENTERLINE O ui o+3
<br /> OF WAY LINES.THERE WAS NO EVIDENCE OF RECENT STREET ORW M z
<br /> CITY OFRET�I I I °STAMPED
<br /> ,NTrEDSSAs SIDEWALK CONSTRUCTION OR REPAIR OBSERVED IN THE PROCESS OF ------ EASEMENT ------ W N v
<br /> cnsEn nAnn Tx nD
<br /> eunornE �,If PARC E A DUASTes CORNER iioiizozo CONDUCTING THE FIELD WORK. ------ X b
<br /> —}----� _ BUILDING SETBACK z m O rn
<br /> I 28053000408300 I N I �-_BDIIISIOI.
<br /> P 20 309055002ulPETINA LLC EXISTING � —SD STORM DRAIN LINE —SD]ACK IN THE - —SS SANITARY SEWER LINE —SSBOX ALCULATEII A n LEGAL DESCRIPTION Co
<br /> I 1 ♦=a I —RD ROOF DRAIN LINE —RD v
<br /> 1 0 I (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. W^Q
<br /> __ } I I I I I NCS-1164649-WAl DATED FEBRUARY 10,2023 AT 7:30 AM): G GAS LINE G z W u�
<br /> J ZA
<br /> PARCEL A: —UC UNDERGROUND COMMUNICATIONS —UT W�N
<br /> LOT 2 OF CITY OF EVERETT BINDING SITE PLAN LOT 4 OF BINDING SITE —OHP OVERHEAD POWER LINE —OHP
<br /> oos E"' AMENDMENT 97-100789-003 BG,RECORDED MARCH 19,2021 UNDER P UNDERGROUND POWER LINE P W o
<br /> I I ---- — r _ FH"z osvTz3s RECORDING NO.202103195001,BEING A PORTION OF LOT 4 OF ROUNDUP J t
<br /> m6 I COMPANY MURPHY'S CORNER FRED MEYER'S RETAIL STORE BINDING SITE W WATER LINE —W a t 0
<br /> PLAN FILE NO.PEN 97-100789 BG,RECORDED FEBRUARY 20,1998 UNDER H a
<br /> / I I Ss I RECORDING NO.9802205004,NOVEMBER 18,1998,NOVEMBER 22,1999 AND TYPE 2 CATCHBASIN ® („)
<br /> 4
<br /> - ;y ^ 82 11225008 AND O TYPE 1 E 1L CATCHBASIN MAY Ol,2001 UNDER RECORDING NOS.9811185001,1999 /TYP ■
<br /> r — — — e � 1e 200105015005,IN SNOHOMISH COUNTY,WASHINGTON STORM DRAIN CLEANOUT(SDCO)OO
<br /> ' rym
<br /> ze«� PARCEL B: SANITARY SEWER MANHOLE
<br /> �PLA AN EASEMENT FOR INGRESS EGRESS AND ACCESS AS PROVIDED IN �cT
<br /> Hes%i is vAM3e � 0 SANITARY SEWER CLEANOUi(SSCO) • °'7
<br /> �1 -,' e �,.._ I DOCUMENT RECORDED FEBRUARY 20,1998 UNDER RECORDING NO.
<br /> F.ECESEES EnSE"ExT PES °w a N'_ 9802200559,WHICH WAS AMENDED BY DOCUMENTS RECORDED DECEMBER 13, II HYDRANT }4
<br /> xo1EI zz<asiSRDED s4oe"�Co I 1999 AND JANUARY 21,2000 UNDER RECORDING NOS.199912130658 AND ® WATER VALVE zT
<br /> 20001210420.
<br /> a�IXISTNG BUS STOP ,®.y. WATER METER ■ �.�.R�tsTsi<�`
<br /> SOUTH WTIOWren con :'�ra�� °.L - ,�J' `.� LIGHT STANDARD/YARD LIGHT(LS/YL) SSIONAL tiG
<br /> 0�"oIT ,"T"voiizoioC"`s 8 I >m" GAS METER(GM) 2023.09.06
<br /> BASIS OF BEARING
<br /> 1 ai I GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM(GPS)LAMBERT ® GAS VALVE(GV)
<br /> 1323 r resn co
<br /> °szS,<r resat I GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH 9 MONUMENT y
<br /> - - r z AMERICAN DATUM OF 1983/2011(NAD 83/2011 EPOCH 2O10.00)GRID
<br /> xOss Ds resP� POWER POLE(PP) y
<br /> COORDINATES WERE FOUND TO BE 326022.29/1303455.71 AT A PUNCH IN A 3"
<br /> -- - -- BRASS DISK. IN A MONUMENT CASE FOUND 3.8'WEST AND 0.36'NORTH OF x LIGHT STANDARD/YARD LIGHT(LS/YL) v
<br /> THE EAST QUARTER CORNER OF SECTION 30.THE INVERSE OF BOTH THE SEA PV POWER VAULT
<br /> to
<br /> LEVEL CORRECTION FACTOR OF 0.9999827509 AND THE GRID SCALE FACTOR 7T
<br /> 132ND STREET SOUTHEAST OF 0.9999504408 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN TP TRANSFORMER PAD �-
<br /> _- - GROUND DISTANCES. 0 TELEPHONE JUNCTION BOX Y Z
<br /> - - m CABLE JUNCTION BOX(CIB) Z o^ O
<br /> SIGNAL BOX(SB) CO M a_
<br /> VERTICAL DATUM GUY WIRE w
<br /> W
<br /> / \ BASE:HELD STATION SSHO AS PUBLISHED ON WASHINGTON STATE 0 SIGN (- 2 m
<br /> REFERENCE NETWORK WEBSITE:(HTTP://WSRN3.ORG/)(2018) ASPHALT W U
<br /> ELEVATION:322.03'(NAVD88) CONCRETE W U Of
<br /> PROJECT INFORMATION ENGINEER ARCHITECT LINE TABLE SITE#1:CE 511,A SET HUB AND MAG NAIL NORTH OF THE NORTH CURB LINE GRAVEL W J LU
<br /> TAX PARCEL NUMBER: 28053000408300 CONTOUR ENGINEERING LLC PM DESIGN OF 132ND STREET SOUTHEAST,WEST OF THE BUS STOP AS SHOWN HEREON. LLJ W x Q
<br /> SITE AREA: 18769 SF(0.431 AC) P.O.BOX 949 6930 DESTINY DRIVE,#100 LINE BEARING DISTANCE ELEVATION:454.83'(NAVD88) GRIND AND OVERLAY 0 O J F CO
<br /> PROJECT ADDRESS: 1517 132NO ST SE GIG HARBOR,WA 98335 ROCKLIN,CA 95677 N p O U
<br /> EVERETT,WA,98208 (253)857-5454 (707)655-4320 Ll S88°46'26"E 94.72' U
<br /> ZONING: B-BUSINESS SITE#2:CE 510,A SET HUN AND MAG NAIL IN A CURB ISLAND NEAR THE N Q
<br /> L2 S01°13'51"W 39.02' NORTHEAST CORNER OF THE JACK IN THE BOX AS SHOWN HEREON. VERIFICATION NOTE
<br /> L3 S88°46'09"E 13.91' ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE ~ ~
<br /> ELEVATION:456.77'(NAVD88) IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
<br /> PROJECT DESCRIPTION APPLICANT SURVEYOR L4 S01013'51"W 118.09' CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS W Z Z
<br /> THIS CONSTRUCTION SET COVERS THE SITE TA 132ND ST LLC CONTOUR ENGINEERING LLC LS S40055'50"W 29.98' WITH PROPOSED CONSTRUCTION.CONTACT PROJECT ENGINEER = O
<br /> IMPROVEMENTS AND UTILITY CONNECTIONS FOR A 2600 DALLAS PKWY,STE 370 P.O.BOX 949 IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. N U
<br /> FUTURE CHASE BANK BUILDING.ALL WORK FRISCO,TX 75034 GIG HARBOR,WA 98335 L6 N88°46'09"W 89.05' SHEET INDEX DESIGNER: K.MAUREN
<br /> ASSOCIATED WITHIN THE BUILDING PAD AREA,OTHER (469)458-0485 (253)857-5454 PRIOR TO ANY CONSTRUCTION ACTIVITIES VERIFY EXISTING
<br /> THAN PAD PREPARATION,IS TO BE PERFORMED UNDER Cl COVER SHEET TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF ENGINEER: B.ALLEN
<br /> A SEPARATE PERMIT. C2 SITE PLAN THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION DRAWN: L.BESLER
<br /> Permit#: PW2305-003 C3 TESC PLAN ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY S30 T28 N R05E WM
<br /> Site Address: 1517 132ND ST SE APPROVED C4 TESC NOTES AND DETAILS CONFLICTS ARE IDENTIFIED. DATE: 2023.09.06
<br /> Owner: TA 132ND ST LLC PUBLIC WORKS DEPARTMENT C5 GRADING PLAN REVISED:
<br /> Application Date: 05/09/2023 BY:THerman C6 STORMWATER PLAN PROJECT: 22-281
<br /> Description: SITEWORK FOR FUTURE CHASE DATE:09/13/2023 C7 UTILITY PLAN CALL 811 AT LEAST 48 DWG NAME: 22-281-C
<br /> BANK BLDG CITY OF EVERETT REVIEWED FOR PERMIT CS NOTES AND DETAILS
<br /> SHEET REV.
<br /> C9 NOTES AND DETAILS HOURS BEFORE YOU DIG C10 NOTES AND DETAILS C 1 Q
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