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INDEX OF DRAWINGS A p A A A A A A SITE MATERIALS SPECIFICATION: LEGEND CONTACT INFO NOTES&REFERENCES
NUMBER Sheet Title REVISIONS DEVELOPER: LIN EDSTATSS POSTAL SERVICE. DACA SUBJECT TRACT 0 PROPERTY CORNER Q
AIL CURB,PAVEMENT,SIDEWALK AND OTHER IMPROVEMENTS OUTSIDE THE (F) FOUND ADDRESS TDB BROADWAY,TROY NY,1HLIBSBB o
CO2.0 COVER 0 0 RIGHT-OF-WAY NAIL BE CONSTRUCTED TO MINIMUM STANDARDS STATED INTHE (S) SET TELEPHONES (518)285WI 1. PID 11134000B0005 (716 S.MAIN ST.) 1,8
CURRENT REVISION OF THE UNITED S TATES POSTAL SERVICE STANDARD SPECIFICATIONS #4b No. 4 REBAR EMAIL: bmee.P.IMIAOIIPM. w N
CO2.1 SITE PLAN A © AND DETAILS FOR MEDIUM FACILITIES. #5b No. 5 REBAR OWNER: UNITED STATES POSTAL SERVICE U rn
CO2.2 EX CONDITIONS &DEMO pa M CONCRETE MONUMENT ENGINEER THIS IS NOT A BOUNDARY SURVEY. THIS DOCUMENT SHALL NOT BE Z
ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAYWIIL BE TO MINIMUM STANDARDSADDRESS: IBDSNARTANDREW B "HAIiLOT7E,NC2Dn z N
CO2.3 EROSION CONTROL PLAN PHASE 1 © DETAILED IN THE NORTH CAROUNADEPARTMENT OF TRANSPORTATIONS 2018 ROADWAY R/W NOIMONUMENT FOUND OR SET TELEPHONES — USED ET ANVACEY OR SELL REAL PROPERTY NOR IN ANY REAL
R/W RIGHT OF WAY IN/I�� — ESTATE TRANSACTION OF ANY KIND. Q g z
STANDARD DRAWINGS AND SPECIFICATIONS b/c BACK OF CURB DIAL CHNODGE®WCA&FORAYI.COM I-z
CO2.4 EROSION CONTROL PLAN PHASE 2 A A — VERTICAL DATUM: NAVD'88 Z
P.D.E. PUBLIC DRAINAGE EASEMENT SURVEYOR: LUCH MOR.WI,INC _ 0 o
CO2.5 GRADING AND DRAINAGE PLANSUBGRADE:'AILSUBGRADE SHAILBE COMPACTED TO I 0 0% THE MAXIMUM DENSITY HIS PROPERTY MAY BE SUBJECT TO EASEMENTS AND OR Z s
A MAG SURVEY NAIL PDORF88: /BBD gRIARTANDRE.,BLVD,CHAILLOT7E,NC2D17 / VI O
OBTAINABLE WITH THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT(8)INCHES,AND - RIGHTS-OF-WAY EITHER RECORDED OR IMPLIED WHICH ARE NOT z
CO2.51 ROOF DRAIN CON FCTORPLAN A A A DENSITY OF 9 5%STANDARD PROCTOR FOR DEPTHS GREATER THAN EIGHT(8)INCHES." TELEPHONES (701)52I - SHOWN HEREON LLI J� J
CO2.6 UMIIY PLAN A A TES TING IS TO BE PERFORMED AT THE CONTRACTOR'S EXPENSE EGOS AND TEST MEBBIIE CHHODGE®WA&CFCRARI.COM
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RESULTS WEL BE MADE AVAIIABIE TO THE OWNER,INSPECTOR OR ENGINEERON (LEXINGTON UDO 3.7.3.1)
DEVELOPMENT CATA THE FRONT BUILD—TO LINE SHALL BE WITHIN 20%OF THE
CO 2.7 PAVEMENT AND SIGNAGE PLAN A REQUEST
(5)FRONT SETBACK AND BUILD—TO LINE: FOR INFILL DEVELOPMENT,
CO 2.8+ DETAILS NOTES' TOTALSIHEPEA: 1 106d/3neeee Pew AVERAGE OF OTHER PRINCIPAL BUILDINGS WITHIN 300 FEET ill I®
A STONE BASE:'THE SIDNE BASE SHALL BE COMPACTED ID INS%OF THE MAX7AII.IM 7Q 0 ) ALONG THE SAME STREET.VARIATIONS FROM THIS MAY BEtel
CO2.9 NCDOT DRIVEWAY PLAN DENSITY OBTAINABLE WITH THE MODIFIED PROCTOR TEST'TES TO BE PERFORMED SURVEY BY LUCAS—FORMAN,INC INCOMPLETE"ALTA/NSPS PROPOSEDIMPERJIWB: 75,000SF APPROVED IF NECESSARY DUE TO TOPOGRAPHY OR FOR 11111
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APRESERVATION OF NATURAL FEATURES. IF THERE ARE NO W
AT THE CONTRACTOR'S EXPENSE. LOOS AND TEST RESULTS WILL BE MADE AVAILABLE TO LAND TITLE SURVEY OF 5260 DOSHER CUTOFF SE"DATED GROSS BUILDING AREA: 2000OSF
CO2.10 STORM WAl R MANAGEMENT PLANJANUARY 24,2020. OTHER PRINCIPAL THE BUILDINGS WITHIN SETBACK FEET SHALL ALONG THE
A THE OWNER,INSPECTOR OR ENGINEER ON REQUEST SAME STREET, MINIMUM FRONT BE 0 FEET
ADDITIONAL SURVEY OF 5290 DOSHER CUTOFF SE BY TAX PMCEL NUMBER: 1113400080005.(so y) AGAINSTESEN A PUBLIC ESIT ACK SHALLAAD 20 IF EANO USIRED FROMLK IS a
STORM DRAIN PIPES ARE TO BE"ADS N12 WT IB"DOUBLE-WALLED LUCAS—FORMAN,PRELIMINARY ONLY. PRESENT. FRONT SETBACK BE MEASURED THE uni m
CORRUGATED HDPE PIPE UNLESS OTHERWISE LABELED. EQUIVALENT STREET ADDRESS: 720E Mein S4 L&diSbr,,NC 27282 BACK OF CURB. THE FRONT BUILD—TO LINE SHALL BE OUTSIDE ._��I�� -,
PRODUCTS MAY BE USED WITH PRIOR AUTHORIZATION FROM THE ENGINEER. CURRENT ZONING: B((Rainme) OF THE STREET RIGHT—OF—WAY 1 w`�1 7pl
JURISDICTION: (8)CORNER LOT SIDE SETBACK: NO LESS THAN THE AVERAGE OF _1 0
CM/al4nnglM OTHER PRINCIPAL BUILDINGS WITHIN 300 FEET ALONG THE
PROPOSED USE: GOVERMENT SIDE—FACING STREET. OTHERWISE,25 FEET. Q
F.E.M.A.- F.I.R.M. INFORMATION y
COMMUNITY NUMBER:370307 MAP NUMBER:3710672500J �IM
SETBACKS TYP_ a
EFFECTIVE DATE:03.16.2009 ZONE:X(OUT) BUILDINGSETBACK(IYP.): Am Wes \Y
FRONT YARD SETBACK(TYP.): Amman
SIDE YARD SETBACK(TYR): PMMi9Mcode1w gi
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RDA YARDSETBACK(TYP.): p Ming ode irlizi.,...iftiti
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