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B\Washington\Everett\LBA(Verizon)\2Drawings\EVLB000C.dwg Sep 23, 2009- 12:45pm
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<br /> VERIZON COMMUNICATIONS F
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<br /> BEENNG PLANT 5w o
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<br /> PERMIT CONSTRUCTION DOCUMENTS
<br /> W CASINO ROAD
<br /> 86th PLACEW `
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<br /> WILLIAM W LTER E. I �4�. 2610 WEST CASINO ROAD _o o 23
<br /> KASCH CREATIONAL
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<br /> PARK - "\'
<br /> EVERETT, WA 98204
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<br /> e. NW 1/4 OF THE NW 1/4 OF SECTION 14, TOWNSHIP 28N, RANGE 4E, W.M. z
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<br /> VICINITY MAP
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<br /> CONSULTANTS UTILITIES GOVERNING AGENCIES SITE DATA SHEET INDEX . :''.': -
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<br /> CIVIL:
<br /> PACLAND WATER/SEWER/STORM DRAINAGE:
<br /> CITY OF EVERETT PUBLIC WORKS CITY OF EVERETT PLANNING DEPARTMENT
<br /> 2930 WETMORE AVE, SUITE 8-A PROPOSED SITE AREA
<br /> PARCEL NUMBER 28041400203800 639,465 SF (14.68 AC) CVR-1
<br /> D-1.0 COVER SHEET m m '$
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<br /> DEMOLITION AND T.E.S.C. PLAN
<br /> EXISTING OCCUPANCY GROUPS: = B, S-1
<br /> 11235 SE 6TH ST, SUITE 220 3200 CEDAR STREET EVERETT, WA 98201-4044 ZONING = M-M (BUSINESS PARK) D-2.0 DEMOLITION AND T.E.S.C. NOTES AND DETAILS �.
<br /> BELLEVUE, WA. 98004 EVERETT, WA 98201 (425) 257-8800
<br /> (425) 453-9501 (425) 257-8800 CONTACT: DAVID TYLER
<br /> C-1.0 SITE PAVING AND GRADING PLAN 5Ow
<br /> CONTACT: STEVE PESCE CONTACT: RICK HERZOG RECORD LEGAL DESCRIPTION Va�o '
<br /> SCOTT BORGESON, P.E. C-1.1 SITE PAVING AND GRADING NOTES AND DETAILS Al n �_g,
<br /> ELECTRIC: CITY OF EVERETT ENGINEERING & PUBLIC SERVICES PARCEL NO. 1 C-1.2 POND SECTIONS, NOTES, AND DETAILS °i ° g
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<br /> SURVEYOR: ea+s /,`
<br /> CENTRE POINTE CONSULTANTS, INC., P.S. P.U.D. #1 OF SNOHOMISH COUNTY 3200 CEDAR STREET A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER SHEET 1 OF 5 BOUNDARY & TOPOGRAPHIC SURVEY 0g
<br /> I 206 RAILROAD AVENUE NORTH 1802 - 75TH STREET SW EVERETT, WA 98201 OF SECTION 14, TOWNSHIP 28, NORTH, RANGE 4 EAST, W.M. DESCRIBED
<br /> KENT, WA 98032 EVERETT, WA 98206 (425) 257-8800 AS FOLLOWS: SHEET 2 OF 5 BOUNDARY & TOPOGRAPHIC SURVEY
<br /> (253) 813-1901 425 CONTACT: GORDON WITCHER
<br /> ( ) 783-4442 COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST SHEET 3 OF 5 BOUNDARY & TOPOGRAPHIC SURVEY ��'1,0
<br /> CONTACT: STEPHEN WOODS, P.L.S. CONTACT: DANN GADBOIS QUARTER, OF NORTHWEST QUARTER, THENCE SOUTH 88' 11' 49" EAST, (�t�,,�p�,``=i,
<br /> ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SHEET 4 OF 5 BOUNDARY & TOPOGRAPHIC SURVEY ^o
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<br /> OWNER NORTHWEST QUARTER FOR 200.04 FT. TO THE TRUE POINT OF ' /y
<br /> BEGINNING, THENCE CONTINUE SOUTH 88' 11' 49" EAST FOR 376.46 SHEET 5 OF 5 BOUNDARY & TOPOGRAPHIC SURVEY ":,',, ,A.,s /``
<br /> ARCHITECT: NATURAL GAS: FT., THENCE NORTH 0' 42' 51" EAST PARALLEL WITH WEST LINE OF �vd
<br /> LANCE MUELLER & ASSOCIATES PUGET SOUND ENERGY LBA REALTY FUND III COMPANY IX LLC SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER FOR 585.07
<br /> 130 LAKESIDE 13330 N. STONE AVE. 17901 VON KARMEN AVE., SUITE 950 FT. TO THE SOUTHERLY RIGHT OF WAY MARGIN OF THE CR LINE OF g
<br /> SUITE 250 SEATTLE, WA 98133 IRVINE, CA 92614 STATE ROAD 526, THENCE SOUTH 87' 21' 47" WEST ALONG SAID RIGHT
<br /> OF WAY FOR 93.78 FT., THENCE CONTINUE ALONG SAID SOUTH RIGHT Y
<br /> SEATTLE, WA 98122 (206)SEATTLE,
<br /> 98 (949) 955-9397 a
<br /> CONTACT: BOB KUBICHEK OF WAY MARGIN NORTH 88' 03' 46" WEST FOR 282.86 FT., THENCE T.�
<br /> (206) 325-2553 37
<br /> CONTACT: PATTY NESS SOUTH 0' 42' 51" WEST PARALLEL WITH THE SAID WEST LINE OF THE ' r
<br /> CONTACT: HAROLD CHRISTENSEN NORTHWEST QUARTER OF THE NORTHWEST QUARTER FOR 578.47 FT.
<br /> TO THE TRUE POINT OF BEGINNING.TO .4'
<br /> STRUCTURAL TELEPHONE: SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT
<br /> ENGINEERS NORTHWEST ERIZON NORTHWEST PARCEL NO. 2 SPECIFICATIONS, THE CITY OF EVERETT STANDARD SPECIFICATIONS, AND
<br /> 6869 WOODLAWN AVE. NE 2312 W. CASINO ROAD A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART
<br /> SUITE 250 EVERETT, WA 98204 OF SECTION 14, TOWNSHIP 28, NORTH, RANGE 4 EAST, W.M. DESCRIBED OF THESE PLANS.
<br /> SEATTLE, WA 98115 (425) 514-0529 AS FOLLOWS: 4' Q bi
<br /> THE DESIGN SHOWN IS BASED UPON THE ENGINEERS UNDERSTANDING `3
<br /> SEAT) 525-7560 CONTACT: ROXANNE TROXELL COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A a " 6t�
<br /> CONTACT: TED McDONALD DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS _
<br /> QUARTER, THENCE SOUTH 88' 11' 49" EAST, ALONG THE SOUTH LINE PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY CENTRE 2
<br /> OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER FOR POINTE SURVEYING, DATED 8/14/2002. THE CONTRACTOR IS
<br /> GEOTECHNICAL: 576.52 FT. TO THE TRUE POINT OF BEGINNING, THENCE SOUTH 88' 11' RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE
<br /> 49" EAST FOR 742.06 FT. TO THE SOUTHEAST CORNER OF SAID PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, CO
<br /> TERRA ASSOCIATES, INC. NORTHWEST QUARTER OF THE NORTHWEST QUARTER, THENCE NORTH 0' THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION
<br /> 12525 WILLOWS ROAD 41' 41" EAST ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF Z
<br /> SUITE 101 THE NORTHWEST QUARTER FOR 595.39 FT. TO THE SOUTH MARGIN OF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING 0.-.. CIKIRKLAND, WA 98034 THE CR LINE OF STATE ROAD 526, THENCE NORTH 88' 03' 46" WEST TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE
<br /> (425) 821-7777 ALONG SAID SOUTH ROAD MARGIN FOR 585.12 FT.,THENCE CONTINUING SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY Z =-I Z
<br /> CONTACT: TED SCHEPPER, P.E. ALONG SAID SOUTH ROAD MARGIN SOUTH 87' 21' 47" WEST FOR A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR O O
<br /> CO57.02 FT., THENCE SOUTH 0' 48' 40" WEST PARALLEL WITH THE WEST REVIEW. N I-
<br /> LINE OF SAID NORTHWEST QUARTER FOR 585.07 FT. TO THE TRUE CC Q O (—
<br /> POINT OF BEGINNING. CAUTION - NOTICE TO CONTRACTOR W Q Z W
<br /> THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF > O = W
<br /> EXISTING LEGEND EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS n- CO _
<br /> DATUM OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, Qy fn
<br /> MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE Z 7 cc
<br /> W MONUMENT FOUND AS NOTED a SIGNAL BOX(SB) TELEPHONE JUNCTION BOX(TJB) RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
<br /> VISITED JUNE 20, 200E WATER METER(WM) SECURITY PHONE TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURSCr)
<br /> o SIGN A WATER VALVE(WV) GAS METER LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF Q Ir
<br /> ® STOP SIGN UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO W Q W O
<br /> FIRE PIPE(FSP) GAS VALVE(GV) A CONVERGENCE ANGLE OF O1'17604'14.48" COUNTERCLOCKWISE WAS RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED CC O tr U
<br /> ts( BOLLARD Ty FIREHYD STANDT(FH) FV FUEL VAULT APPLIED AT A 3-1/2" BRASS DISK IN 12" ADS PIPE, "SNO COUNTY IMPROVEMENTS SHOWN ON THESE PLANS. m W W
<br /> )s( SATELLITE DISH FIRE CONNECTION 3 CATCH BASIN(CB) MON", 2' BELOW SURFACE AT THE RIGHT OF WAY OF AIRPORT WAY.
<br /> h HANDICAP (H/C) 0 WATER MANHOLE(WMH) 0 STORM DRAINAGE MANHOLE()SDMH) THE MONUMENT IS THE WEST QUARTER CORNER OF SECTION 14,
<br /> e HAND HOLE A IRRIGATION CONTROL BOX(ICB) e STORM CLEAN OUT (SCO) TOWNSHIP 28 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. 0
<br /> m GATE HOLDER X LIGHT STANDARD(LS) SANITARY SEWER MANHOLE(SSMH) THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID Er Cq© SECURITY SENSORe POWER TANDAPOLE( P) o SANITARY SEWER CLEAN OUT(SCO) COORDINATES WERE FOUND TO BE 336981.713 / 1287783.097 AT N
<br /> 0 AIR/WATER STATION THAT POINT. V •
<br /> o TRANSFORMER PAD(TP) �"
<br /> A HYDROSTATIC MONITOR TITLE REPORT ITEM NOTE �
<br /> o TELEPHONE MANHOLE(TMH) THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF
<br /> 30 OIL DISPENSER O ENCROACHMENT NOTE LETTER 0.999976032 AND THE GRID SCALE FACTOR OF 0.999948510 WAS Know what's below. CVR-1
<br /> m FUEL TRACKER APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. Call before you dig,
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