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GENERAL SITE NOTES COVER SHEET Permit#: PW2203-018 REVISION AFTER ISSUANCE
<br /> 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING VICINITY MAP
<br /> AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. Site Address: 1215 80TH ST SW
<br /> 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO Owner: ACHILLES USA INC
<br /> COMMENCING WORK.
<br /> App.Date: 3/18/2022 SEAWAY aC
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION AND DEPTH CENTER F 11J
<br /> OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. QQ uJ z z
<br /> UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.ONLY THOSE UTILITIES WITH V Permit Type: PUBLIC WORKS > _
<br /> EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING = M UJ
<br /> PROVIDED BY OTHERS ARE SHOWN HEREON.EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN Description: SITEWORK FOR NEW 166,590SF WAREHOUSE io g ' (,)
<br /> ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION.SOME o c
<br /> UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. INDUSTRIAL BLDG ?j
<br /> BARGHAUSEN CONSULTING ENGINEERS,INC.ASSUMES NO LIABILITY FOR THE ACCURACY OF o
<br /> PUBLIC RECORDS OR RECORDS OF OTHERS.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR 0 50 100 200 z Reviewed Status: REVISION AFTER ISSUANCE APPROVED o
<br /> SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS,INC.,TO RESOLVE ALL PROBLEMS PRIOR I LOWA
<br /> i0 PROCEEDING WITH CONSTRUCTION. I ❑ m❑ Date of Review: 05-78-2023 WAY (n
<br /> z Z Z Y
<br /> 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND • o chi H o y y< LL J
<br /> SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF SITE a
<br /> CONSTRUCTION.SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO • PARCEL a o a a a
<br /> THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S RESPONSIBILITY To 28041100101700 FLUKE w w w w w W
<br /> NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. N awe rn rn rn > W
<br /> FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE rlOrtl'1 �i �i �,i�,i�i O >
<br /> ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK 75th ST. y
<br /> AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. Know what's beIOW. I L U
<br /> Call before you dig. 3 BOEING m m m m m m a Ell
<br /> FND 5/8" 789 a
<br /> 5. IT SHALL C THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED W/CAP RM 7892• Y
<br /> PRIOR TO CONSTRUCTION. �� -----J 0_2q•N(7/21) �/I L 80th ST.S.W. m S S S S m ' a/�
<br /> 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING I' TO 5
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<br /> JURISDICTION.INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE
<br /> OF THE OWNER.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 �- o<
<br /> HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. J LOT B ti z n m
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<br /> SHEET INDEX:
<br /> 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY
<br /> TY THE CONTRACTOR SHALL CONTACT THE I I (845,379 SQ.FT./19.41 ACRES) a a N S
<br /> N
<br /> m
<br /> AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED
<br /> PRE-CONSTRUCTION MEEnNG(S).CONTRACTOR SHALL PROVIDE ONE WEEK MIN.ADVANCE a„N_
<br /> NOTIFICATION TO OWNER,FIELD ENGINEER AND ENGINEER OF PRE-CONSTRUCTION MEETINGS. 10 2.11' -- C CI OF 25 COVER SHEET i
<br /> 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE ,_ C2 OF 25 EXISTING CONDITIONS MAP
<br /> LATEST OSHA STANDARDS AND REGULATIONS,OR ANY OTHER AGENCY HAVING JURISDICTION FOR -�I 4e9 C3 OF 25 DEMOLITION PLAN
<br /> EXCAVATION AND TRENCHING PROCEDURES.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING i- Y- - - - -I o
<br /> THE`MEANS AND METHODS"REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF - le m C4 OF 25 GRADING PLAN LO
<br /> D PARCEL
<br /> zao4 ARC
<br /> OSHA,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR o,soo
<br /> TRENCHING PROCEDURES. hI _ ,I LOT A C5 OF 25 ADA DESIGN DETAILS T W
<br /> Q = _ (00392200000100) J
<br /> 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,SAFETY _ - LOT C -I (128,878 SQ.FT./7.82 ACRES) C6 OF 25 GRADING SECTIONS W N
<br /> DEVICES,PROTECTIVE EQUIPMENT,FLAGGERS,AND ANY OTHER NEEDED ACTIONS TO PROTECT THE +�I CITY OF EVERETT BLA - In -,- @::
<br /> LIFE,HEALTH,AND SAFETY OF THE PUBLIC,AND TO PROTECT PROPERTY IN CONNECTION WITH - - FILE NO. REV121-081 - C7 OF 25 STREAM DETAILS AND PROFILE O Op =
<br /> THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR.ANY WORK WITHIN THE TRAVELED - Tn
<br /> REcoROICN No. 202112105001 NEW BUILDING - 00 Cl)
<br /> RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE - c CS OF 25 STORM DRAINAGE PLAN O CD
<br /> FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. _) _ 94 SQ9 FT. 12.88 A 166,5908F '-
<br /> _ szs,29a sQ.FT/,z.oa ACRES) FF=594.00' Al C9 OF 25 STORM DRAINAGE DETAILS 0 W c CV
<br /> PROTECTIVE
<br /> RES SHALL BE
<br /> BY THE CONTRACTOR TO
<br /> CT
<br /> LL
<br /> 10 RESPONSIBLE FOR PROTECTION OFTALLNEXISTING UTILITY SERVICES THATEAREATO REMAINNT PUBLIC *
<br /> AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION.THE CONTRACTOR SHALL BE o CIO OF 25 STORM DRAINAGE DETAILS Z 3 W
<br /> �
<br /> OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 80_ CI1 OF 25 STORM DRAINAGE DETAILS04
<br /> V 0
<br /> 11. TWO(2)COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER - I I din � o \ Cl2 OF 25 STORM DRAINAGE DETAILS Q 0 q
<br /> CONSTRUCTION IS IN PROGRESS.ONE(1)SET WITH RECORDS OF AS-BUILT INFORMATION SHALL J l_ v
<br /> BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC.AT COMPLETION OF PROJECT. _ 2804PRCEL,A00,0200 C13 OF 25 VAULT SECTIONS AND DETAILS M = U
<br /> 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL S I I / z r^ 1 \ T CI4 OF 25 WATERMAIN EXTENSION PLAN CA W D_ �
<br /> cr
<br /> CONTROL FOR ALL NEW IMPROVEMENTS.STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC - I / W o I o CO Z
<br /> I 1 n
<br /> PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS INC. u CI5 OF 25 WATER DETAILS O
<br /> --- �� TF p
<br /> 13.CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC.,PRIOR TO ANY _BARGHAUSENCI6 OF 25 WATER DETAILS 0
<br /> CONSIDOR ERED CONSTRUCTIOFIC RELEASE IN N RELEASE PLANS BY BA GHA SEN CONSULTINITING.THE APPROVED AGENCY PERMIT IGGENGINEERS,INC.S WILL NOT BE FND MIN L,
<br /> CONSTRUCTION STAKING OR CONSTRUCTION WORK,A FORMAL CONSTRUCTION RELEASE PLAN SET SE CORNER LOT 16 1, ___� ! 00
<br /> - __-_ A CI7 OF 25 WATER DETAILS
<br /> CONE MN _ -- _-...._ --�_-- - - -.: �- �___ ___- _--- � � � J-
<br /> UNLESS BARGHAUSEN CONSULTING ENGINEERS,INC.HAS GIVEN A FORMAL WRITTEN RELEASE OR W/LEAD W/PUNCH - 1012.11' J _ CI8 OF 25 WATER DETAILS
<br /> ISSUED A CONSTRUCTION RELEASE PLAN SET. ON 0.4'.(7/21) 9 FND 5/8•REBAR W/CAP }
<br /> FND 5/e •RM 7892•(7/21) CI9 OF 25 SANITARY SEWER PLANS
<br /> LEGAL DESCRIPTION REBAR W/CAP C20 OF 25 GENERAL DETAILS
<br /> •WHP LS 38809" FND CON N E M
<br /> AS PER CHICAGO TITLE INSURANCE COMPANY,GUARANTEE,CERTIFICATE NUMBER PROFORMA 500131179, (7/21) AI 1 I I W/LEAD&TACK,0.SN a\N H. EI
<br /> EFFECTIVE DATE JANUARY 28,2022 AND PROFORMA DATED AND TIME OF RECORDING OF DEED: PARCEL FND 5/8•REBAR W/CAP C21 OF 25 STREET AND PARKING DETAILS Q�'pF WASy `�Q
<br /> PARCEL
<br /> On3oa000i0000 28041200305100 18086.0.36'S C22 OF 25 STREET AND PARKING DETAILS
<br /> 2804120030500 "HDA 10198,10957,
<br /> A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 11,TOWNSHIP 28 IPARCEL
<br /> �-
<br /> NORTH,RANGE 4 EAST,W.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I zm
<br /> J (7/21)
<br /> THE EAST 520.00 FEET OF THE SOUTHER 1042.00 FEET OF LOTS 1,8,9 AND 16,BEVERLY BERRY EAREMENT PER C23 OF 25 STREET AND PARKING DETAILS
<br /> TRACTS 0 RECORO3ON N.2,ACHO DING T THEWAS PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS,PAGE 1 I I AEN:9311055001 C24 OF 25 SEWER AND TRENCH DETAILS POF�9eo s1EA`�766 �
<br /> EXCEPT THAT PORTION OF LOT 16 CONVEYED TO THE STATE OF WASHINGTON FILE
<br /> FOR FRONTAGE ROADS GEOTECHNICAL REPORT NOTES: CIVIL ENONEER DEVELOPER/OWNER
<br /> C25 OF 25 SEWER AND TRENCH DETAILS SoNAL E�
<br /> HIGHWAY SR 526 BY DEED RECORDED MARCH 6, 1968 UNDER AUDITOR'S FILE NO 201780,RECORDS OF BARGHAUSEN CONSULTING ENGINEERS, INC. SMARTCAP GROUP 2 24 23
<br /> SNOHOMISH COUNTY,WASHINGTON. 1. THE FOLLOWING GEOTECHNICAL REPORT WAS PREPARED FOR THE SITE: 18215 72ND AVE S 8201 164TH AVE.N.E.,SUITE#105
<br /> (ALSO KNOWN AS LOT C OF CITY OF EVERETT BOUNDARY LINE ADJUSTMENT FILE NO.REV121-081, SOILS REPORTS: GEOTECHNICAL REPORT KENT WA, 98032 REDMOND,WA 98052 di - -8-
<br /> PROJECT PH: (425) 251-6222 PH: 425 422-3484 ` g a
<br /> RECORDED UNDER AUDITOR'S FILE N0.202112105001, RECORDS OF SNOHOMISH COUNTY,WASHINGTON) NUMBER:2021-557-2 CONTACT: BEN ELDRIDGE ( ) ° it i
<br /> DATE:MAY 18,2022 EMAIL: BELDRIDGEOBARGHAUSEN.COM CONTACT:ROBERT SHIPLEY �, •o
<br /> SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. EMAIL ROBERTSHOSMARTCAPGROURCOM i
<br /> PREPARED BY: THE RILEY GROUP,INC. SURVEYOR ABET
<br /> RETAINING WALL NOTE 17522 BOTHELL WAY NORTHEAST, BENCH MARK SURVEYING, LLC LANCE MUELLER&ASSOCIATES,SUITE 250 REVISION AFTER ISSUANCE
<br /> BOTHELL,WA 98011 11915 44TH CR. S.E. 130 LAKESIDE AVEj m
<br /> RETAINING WALL DESIGN BY THE EVERETT WA, 98208 SEATTLE,WA 98122 OUTFACE REVISION ON SHEET C8 AND C12
<br /> RILEY GROUP, INC. UNDER 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT PH: (206) 396-6252 (206)325-2553 FAX(206)328-0554 APPROVED ON 08-08-2023 $ u
<br /> LEGEND PERMIT XXXXX. THE STRUCTURAL ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND CONTACT: BRIAN DEBOER CONTACT: HAROLD CHRISTENSEN _ u n
<br /> DESIGN OF THE RETAINING WALL COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION,GRADING OTLC.H EMAIL:HAROLDCOLMUELLER.COM o
<br /> HAS NOT BEEN INDEPENDENTLY OPERATIONS,FOUNDATION,SLAB,AND PAVING CONSTRUCTION. U a
<br /> SURVEY MONUMENT PROPOSED TYPE I CATCH BASIN THE RILEY GROUP, INC. o
<br /> VERIFIED BY ENGINE BARGHAUSEN 17522 BOTHEL WAY N.E.
<br /> PROPOSED STORM DRAIN FLOW ARROW (� CONSULTING ENGINEERS, INC. 3. SHOWN
<br /> PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION
<br /> E%. POWER VAULT © SHOWN ELSEWHERE ON THESE DRAWINGS,OR WHICH REQUIRE FURTHER BOTHEL, WA. 98011 APPROVED � E
<br /> ,� y,� PROPOSED STORM DRAINAGE LINE SURVEY INFORMATION CLARIFICATION,SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN PH: (425) 415-0551 PUBLIC WORKS DEPARTMENT _ �q
<br /> IX.LUMINAIRE(LUM.) �}{ ENGINEERS. CONTACT: KRISTINA M. WELLER, PE BY:Ably Tsegays YI C
<br /> PROPOSED SANITARY SEWER LINE IX.LOT LIGHTk( SURVEYOR DATE:05/1812023 i
<br /> 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO CITY OF EVERETT REVIEWED FOR PERMIT N L
<br /> PROPOSED SANITARY SEWER CLEANOUT BENCH MARK SURVEYING, LLC OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD o
<br /> IX.POWER POLE o 11915 44TH CR. S.E. CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT MONUMENT PROTECTION NOTE: C 7 C -
<br /> IX.CATCH BASIN(CB) PROPOSED WATERMA N W EVERE17 WA, 98208 FIELD REPORTS CERTIFIING THAT THE METHODS AND MATERIALS OF THE
<br /> CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE '�
<br /> PROPOSED FIRE HYDRANT PH: (ROES) 396-6252 EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION REPLACING STATE DEPARTMENT TA NATURAL RESOURCES FOR REMOVING AND q w
<br /> IX.CATCH BASIN(CB)TYPE 2 CONTACT: BRIAN D®OER of THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE REPLACING ALL SURVEY MONUME-120.N THAT MAY BE AFFECTED BY CONSTRUCTION 7 a m
<br /> SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL REGISTER PURSUANT TO WAC 332-PICA APPLICATIONS MUST BE COMPLETEDON BY A ` City of Everett Permit Review tiJ N a EX.SANITARY SEWER PROPOSED WATER VALVE �� HORIZONTAL DATUM -BASIS OF BEARINGS C N M
<br /> PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS EVERETT Status:Revisions Approved
<br /> MANHOLE(SSMH) N01'02'46"E BETWEEN FOUND MONUMENTS ALONG EAST LINE REPORT. AS A MINIMUM,THIS INCLUDES THE OBSERVATION OF THE MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL ...,... Pp N C <CAD N
<br /> W. PROPOSED CONCRETE BLOCKING _+j SIDE OF PLAT. FOLLOWING BY A SOILS ENGINEER: RESOURCES,OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT(360)902-1190. 08/08/2023 10:38:455 AM 3 - -0 M
<br /> EX.WATER VALVE(WV) _ q
<br /> IX.FIRE HYDRANT(FH) PROPOSED 90'BEND VERTICAL DATUM - BASIS OF ELEVATIONS o DATUM: NAVD 88(CONSTRAINED TO THE WSRN) A BUILDING FOUNDATIONS. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES -,Q
<br /> 23.20 B.PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PUBLIC LAND SURVEY OFFICE N Ln 3
<br /> EX.WATER METER ® PROPOSED SPOT ELEVATIONS THE BENCHMARK IS A MONUMENT IN CASE AT THE PAVEMENT EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTES � `O"
<br /> 801 Bath AVE S.E. C
<br /> SOUTHEAST CORNER OF SITE, N O N
<br /> C.SUITABLE REUSE OF EXISTING ONSITE SOILS. GUMWAGER,WASHINGTON 98501-7019 m U pr Y� �
<br /> EX.SIGN � ELEVATION:599.65 FEET CERTIFIED ALGA SURVEY DATED FEBRUARY 14,2022 PERFORMED BY BENCHMARK SURVEYING LLC HAS BEEN
<br /> PROPOSED GRADE BREAKS - - - - - - PROVIDED TO BARGHAUSEN CONSULTING ENGINEERS,INC. BARGHAUSEN CONSULTING ENGINEERS,INC.HAS
<br /> E%.WATER LINE -w 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED,REMOVED,OR NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.SITE DESIGN HAS BEEN
<br /> PROPOSED CONTOURS ---------------- WITHIN BID PROPOSAL DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR,AT THE COST AND BASED ON ABOVE REFERENCED SURVEY. v
<br /> EX.SANITARY SEWER LINE ESTIMATED EARTHWORK OUANTITE3 6. CONTRACTOR TO COORDINATE WITH GEOTECH FOR LOCATION AND EXTENTS AT THE DIRECTION OF THE CONTRACTOR,PURSUANT TO THESE REGULATIONS. THE
<br /> E%.STORM DRAINAGE LINE s0 PROPOSED FENCE CONTRACTOR SHALL REFER TO THE REPORT OF OF UNSUITABLE MATERIALS.UNSUITABLE MATERIALS SHALL BE MITIGATED OR APPROPRRESPONSIBILITY OATE F THE CONTRACTOR.
<br /> S FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE UTILITY CONFLICT NOTE:
<br /> HAULED OFF SITE IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. N
<br /> EX. POWER UNDERGROUND 0P PROPOSED HEAVY DUN CUT' 100,000 OY GEOTECHNICAL INVESTIGATION DATED MAY 18, 2022 FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH OF ALL
<br /> ASPHALT qy, ��C. THIS SITE PREPARED BY THE RILEY GROUP, INC. FOR EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND
<br /> EX. POWER OVERHEAD ° GRADING RECOMMENDATIONS. EARTHWORK QUANTITIES ARE HORIZONTAL CONTROL NOTE SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE -
<br /> APPROXIMATE AND DO NOT ACCOUNT FOR CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br /> EX.CONTOURS OVER-EXCAVATION, SUBGRADE STABILIZATION OR CONTRACTOR SHALL HAVE ALL PROPERTY LINES,CURB,SIDEWALK,STRUCTURES,CONCRETE PADS AND ANY NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID -
<br /> PROPOSED LIGHT DUTY UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br /> STRUCTURAL SECTIONS AS REQUIRED BY THE SITE COVER DATA OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY i
<br /> ASPHALT GEOTECHNICAL REPORT. CONTRACTOR TO VERIFY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY CONSTRUCTION.
<br /> `
<br /> EARTHWORK QUANTITIES PRIOR TO BID. ROOF AREA(NPGIS): 3.82 AC (RECTIFIED TO SITE CONTROL)CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING CONSULTING ENGINEERS,INC.TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. o N o
<br /> EARTHWORK QUANTITIES ARE REPRESENTATIVE ONLY AND ENGINEERS,INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM E u c y
<br /> PROPOSED CONCRETE - PAVEMENT (PGIS): 5.35 AC BARGHAUSEN CONSULTING ENGINEERS INC.,REFLECTING ANY ISSUED PLAN REVISIONS.BARGHAUSEN z N o
<br /> ARE NOT SUITABLE FOR USE IN PREPARATION OF BID rn o
<br /> DOCUMENTS. TOTAL LANDSCAPE: 3.07 AC CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF - ° CMLDA 2203018
<br /> CONSTRUCTION.
<br /> TOTAL SITE: 12.24 AC I Ia
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