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1R.a \ LANDSCAPE ARCHITECTURE
118 E. KINGSTON AVE., SUITE 16 1,y1E04
p,\,,.., CIVIL ENGINEERING
TRANSPORTATION PLANNING
CHARLOTTE, NC 28203 VICINITY MAP 0
NOT TO SCALE
P: 704.905.9908
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I. CORPORATE 0.E,
CONSTRUCTION DOCUMENTS .. ..,,,-. .
GENERAL NOTES:
I. SURVEY INFORMATON OBTAINED EY S.SUIRYETNO NC,PLLC.
2. ARCHITECTURAL DIMENSIONS TO BE VERIFIED BY SURVE).R.REF.TO ARCHITECTURAL PUNS FOR EXACT ,,11.1).,,,,(„,,
BUILDING DIMENSIONS.
3. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THE SITE PLAN AGAINST ,;•:..1.,..,
ANY SITE DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PLAN TO THE OYMER.LANDSGPE ARCHITECT C7.34 HARRIS.CROSS SECT.S
SITE CATO, SHEET SCHEDULE a--,
R PRIOR TO ANY ACNAL CONSTRUCTOR.
,)].. , ITO=A'lrfL'CURD AND STREET GRADES IN INTERSECTION WTI INSPECTOR. TAX PARCEL ID NO: 450-001 O7.35 HARRISON CROSS SECTORS
,.. • No.I 87 i),E
5. ALL ROAD IMPROvEmENTS AT,FA-R-Rii).1)RD ARE TO BE CO.DINATED vn-n,NCDOT MUNICIPALITC CITY Or SALISBURY Sheet Rumba). Sheet The RE, RATE C7.38 HARRISON CROSS SECTORS -.W.VPrAA''.44g
6. DEVELOPER VOLL PRONDE STREET SIGNS PER NCDOT STANDARDS EXISTING ZONING: GR-5 C7.50 ISD PLAN
7. SIGHT TRIANGLES SHOWN ARE PiE MINIMUM REQUIRED. C0.00 COVER SHE, z ....s C7.5I ISD PL.
5. IN ROLLING AND HILLY TERRAINS,SWE.NG OF T.STONE BASE AND/OR APPLICATION OF A TACK COAT GROSS SI.AREA, 134.32 ACRES(5.850.979 SF-)
C8.00 SI.DETAILS
%'"1:,111110"
MAY BE REQUIRED NEAR INTERSECTONS.-RIESE REOUIRENENTS MILL BE ESTABLISHED BY THE INSPECTOR
PROPOSED USE: SINGLE FAMILY RESIDEIITIAL .00 OVERALL SITE PLAN ' °z... ce.ol sTE DETAILS
AND BASED ON FIELD CONDITIONS.
C2.01 SOUP-ME.SITE PLAN CONS I RUC I ION
9. APPROVAL Of THIS PLAN IS NOT AN.THORIZATON TO GRADE ADJACENT PROPERTIES.W-IEN FIELD
ALL0.1)UNITS: aos umrs(6 DUA) C2.02 NORTMEST SITE pLAN
CORDITONS WARR.T OFF-SITE GRADING.PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY DOCUMENTS
pnop.,,uNR, 138 UNITS(1.01 DUA)
OWNERS. RE,R, ERR,ERRE ErrE RIERR
10.IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE ON T.CURB.
LOT WDRI MINIMUM, 55'(P.ORDINANCE) C3,00 OVERALL EROSION CONTROL
11.SUBSURFACE DRAINAGE FACILITES MAY BE REQUIRED IN TIE STREET RIGHT-OF-WAY IF DEEMED NECESSARY
LOT DEPTH MINIMUMI 100.(PEFi ORDINANCE) 00001 SOUTHWEST EROSION CONTROL PH I >
BY THE INSPECTOR,
12.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PRONDE STORM WATER CONVEYANCE AND 03.02 NORTMEST EROSION OL PH I
FRONT SETBACI, 10'(25.MTH GARAGE)
ANY STRUCTURES AND/OR OBSTRUCTOR TO STORM WATER FLOW IS PROHIBITED. C3.03 SOUTHEAST EROS!.CONTROL PH I
SIDE YARD, 11.MINIMUM(CUMULATIVE) CONTR
13.DIE DEVELOP.SHALL MAINTAIN EACH STREAM,CRE.,.BACKWASH CHANNEL IX AR UNOBSTRUCTED C104 SOUTHWEST EROSION CONTROL PH II
REAR YARD: 25'MINIMUM
STATE AND SHALL REMOVE FROM TIE CHARNEL AND BANKS OF T.STREAM ALL DEBRIS.LOGS,TUBER, C3.05 NORTMEST EROSION CONTROL PH II
JUNK AND OTHER ACCUMULATORS. ACTVE OPEN SPACE REWIRED: 5%MINIMUM(Of TOTAL SITE AREA).0.00 ACRES C.3.05 SOL.T.AST EROSION CONTROL PH II
14, AFTER COMPLETION OF CONSTRUCTION.AN AS-BUILT TOPOGRAPHIC SURVEY OF STORM WATER CONTROL
ACTVE OPEN SPACE PROPOSED: 1.00 ACRES(5074)UNIQUE OR SPECIAL AREA(FLOODPLAIN) <STRUCTURES SHALL BE SUBMITTED TO THE CITY OF SALISBURY BY T-IE DESIGN ENGINEER T-IAT INCLUDES C3.07 SOUTHWEST EROSION CONTROL PH III
1.05 ACR.MINI PARK
DETAILED ELEVATORS AND DIMENSIONS OF T-IE OUTLET CONTROL STRUCTURE,D.,AND POND.DESIGN 00013 NORTHWEST EROSION CONTROL PH III
2 95 ArRFS GREFRWAY,LIRIER PARK IL
PROFESSIONAL CERTIFICATION.OULD STATE THAT THE SYRUCNRE IS BUILT IN ACCORDANCE WIT-I THE Aftk C.3.09 SOUTHEAST EROSION CONTROL PH III
APPROVED CONSTRUCTOR PLANS AND NILS CONTROL STORM WATER F.T.SITE AS REQUIRED.
C.110 EROSION CONTROL NOTES LJJ 'I
IS.NONSTANDARD ITEMS(IE.PAVERS.IRRIGATOR.57EMS.ETC.)IN THE RICHT-Of-WAY REQUIRE A TREE SA,REQUIRED 30%OF EX TREE CANOPY=40.30 AC(1755458 SF)
OS C.3.11 ERION CONTROL DETAILS
RIGHT-Of-WAY ENCROACHMENT AGREEMENT WT-I THE(NORM CAROLINA DEPARTMENT Of TREE SAVE PROADED, S9%•79.55.(1165,198 SF) DETA 2 ER LS _J 8 T
TRANSPORTATON)BEFORE INSTALLATION. .„, .„,,. EROSION CONTROL 16.PRIOR TO PUT RECORDADON,OFFSITE R/W AND/OR CONSTRUCTOR EASEMENTS ARE REQUIRED TO BE CONNECTA,'INDEX REQUIRED: LINKS+CONNECTIONS/NOES= .., C4.00 OVERALL GRADING PLAN C 9 C. 2
OBTAINED ACCORDING 70 THE GUIDELINES Of THE.OFFSITE li/VI ACQUISITOR PROCESS'.,ESE NEEDED CONNECTIVITY INDEX PROMO.) 19 4.2/15.1.4 C4.01 SOUTHWEST GRADING pLAN -...
RAY AND CONSTRUCTOR UNITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PUN. C4.02 NORTMEST GRADING PUN
17,PIPE SYSTEMS AND/OR CHANNELS LOCATED WhIIN PUBLIC DRAINAGE EASEMENTS ARE TIE MAINT.ANCE C4,03 SOUTHEAST GRADING PLAN F ,.1 2 1
RESPONSIBILITY OF RE PROPERTY OWNER.
C4,50 STORM MANAGEMENT PLAN CO g
18.ALL CONSTRUCTOR TO CONFORM 70 CITY OF SALJSBURY,PK:DERR,AND NCDOT DEVELOPMENT STAND.DS.
ID.FIRE HYDRANT LOCATOR SHALL BE Re...NED AND APPROVED BY TIE CI,FIRE MARSHALL DURING TIE C4.51 STORM DRAINAGE PLAN
rcNSI II TANTS, Z E til g
BUILDING PERMIT PROCESS. C.4.52 STORM DRAINAGE PLAN 2 mows
DEVELOPER, B)FORE14.
115 E.KINGSTON AVE. C4.53 STORM DRAINAGE PLAN
ENnINFER'S NOTES-
CHARLOTTE,.28203 uj L.,
R,RE RRA,ARE ARE...1,,
1. CONTRACTOR SHALL NOTIFY THE ENGINEER Of W.K 18 HOURS PRIOR 0000 NNENCEM.T OF C.STRUCTON 70,005.99. Ili
ACTNTES. C4.58 DRAJNAGE AREA PLAN
2.
LANDSCAPE ARCH., DESIGN RESOURCE GROUP,PA H •TC'C4.80 SCM DETAIL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INTERPRETATIONS FOR ANY QUESTIONS REGARDING TI-IFSE 2459 WIJONSON BOULEVARD
DRAWN.PRIOR.COMMENCEMENT OF WORK OR ORDERING Of MATERIALS AND SHALL BEAR THE COST Of ALL SUITE 200 C5.00 OVERALL URN,'PLAN mons CO '
REWORK IF NOT PROPERLY COORDINATED. CHARLOTTE.NC 28206 R.E.), Rou,RER).R.ELITy pLA) omens
704.3...08 Ct 3. CONTRACTOR SHALL PRONDE.GINEER RECORD DRAWNG INFORMATION FROM A REGISTERED LAND SURVE YOR UPON 00002 NORP-11/ES7 OMIT).PLAN OMR.
COMPLETION OF CONSTRUCTION. CIVIL ENGINEER, DES.RESOURCE GROUP PA 0.5.03 SOUR-EAST UTILITY PLAN ..1.2) LLJ
4. CONTRACTOFi SHALL OBTAIN A PERMIT FOR ANY I.CAVATION PERFORMED WIT-IIII T-IE PUBLIC RIGHT-OF-WAY 2459 W.INSON BOULEVARD C.5.01 SEWER PLAN AND PROFILE omen)
SUF.200
5 T-IE ENGINEER OF WORK.ALL NOT BE RESPONSIBLE FOR DIE ENFORCEMENT OF SAFE,MEASURES OR 00005 SEWER PLAN AND PROFI. )0100 >
CHARLOTTE.NC 28208
REGULATI TE
ONS.THE CONTRACTORESI..CONTRUCT.AND MAINTAIN ALL SAFETY DEMO.AND SHALL BE 704.313.060H C.,05 SEWER PLAN AND PROFI. mons
SOLELY RE.ONSIBLE FOR CONFORMING TO ALL LOCAL.STA.AND FEDERAL SAFETY STANDARDS LAWS AND C5.07 SEWER PLAN AND PROFI. )).Tona
SURVEYOR, SGC SURVE1ING NC.PL.
AwPR:THME-ICiTY":0:6LI,UCS
REGULATORS. C5.08 SEWER PLAN AND PROFI. oWK).2)
156-8 RACEWAY DR. CO 8. CONTRACTOF)SHALL ADJUST ALL PROPOSED AND EYISTING FACILITIES TO FINAL GRADE. ...VILLE,NC 28117 C5,09 SEWER PLAN AND PROFILE oViolaa
, CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE FIELD DATA AND RE 352 572.6595 C5,10 SEWER PLAN AND PROFI. 02/10/2)
INFORMATON SHE,.HEREON.ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WORK DONE WITIOUT PROPER C5.11 SEVER PLAN AND PROF. ovum
NOTFICATION AND COORDINATOR. Cala FIRE ACCESS 7,,,11.ITIN,MEETING 1
8. T-IE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR,OR LIABLE FOR,UNAUTHORIZED C5.15 UnLI,DETAIL omens
3 CHANGES TO OR USES OF TI-IESE PLANS,ALL ORANGES MUST BE IN NRITING AND MUST BE APPROYED BY DIE .16 U.,DETAIL IS REQUIRED FOR THIS PROJECT COVER SHEET
; DESIGN ENGINEER PRIOR TO IMPL.ENTATION. 08.00 REQUIRED PLANPNG PLAN omorzs
k9. PASTING SANITART SET.AND WATER STSTEM DOOM PER PRONDED DORN,AND CITA OF SALISBURT PUBLIC ,,,,0, ,,,,,E,p",,,,,,,,,,,,,,, ,C)31,11ACT THE CITY Of SALISBURY ENGINEER...,
WORKS REFERENCE DRAWNGS. EXISENG PUBLIC UTILITY INFORMADON IS SHW,FOR REF...ORLY AND
EXISTNG SIZES.INVERTS AND LOCATORS SHALL BE HELL,VERIFIED. C7.00 ROAD A PLAN&PROFILE DIVISION AT 704431452M 10 SCHEDULE NI
0.IT SHALL BE THE RESPONSIBILI,OF THE CONTRACTOR TO LOCATE ALL SUB,RUCTUFiES.WHETHER.OWN HEREON C7.01 ROAD A PLAN&PROFILE a
000O,AND PROTECT FR.DAMACE DURING INSTALLADON.-DIF EXPENSE OF REPAIR OR REPLACEMENT OF SAID o,.. RoAD B pL.&pRoF,LE
C7.03 ROAD C PLAN&PROFILE MEETING FAI01110 BEGINNING CONSTRUCTION
N STRUCTUR.SHALL BE BORNE BY RIE CONTRACTOR.
C7.01 ROAD 0 PLAN&PROFILE
11. A LJCENSED LITLITY CONTRACTOR WILL INSTALL THE TAPS AND METERS. T-IE CONTRACTOR IS RESPONSIBLE FOR
Y c7.05 RoAD D pLAN g pRoRLE PROJECTP: 84,018
, INSTALLING 7-IE TAPS AND METERS TO-D.CI,OF SALISBURY PUBLIC WORKS STANDARDS AND REGULATORS DRAWN , MB
1 12.IF CONTRACTOR OP.TO INSTALL PRECAST STRUCTURES.CONTRACTOR.ALL BE REOUIRED TO VERIFY RIM
ELEVATORS AND UYOUT OF ALL PIPES.INCLUDING SIZE AND INVERTS OF EXISTING FACILITES.PRIOR TO THE C7.05 ROAD E PLAN&PROFILE
C7.07 ROAD E PLAN&PROFILE SURVAS NOTED: CHECKED 0010 Re
g ORDERING OF MATERIALS. C7.08 ROAD F PLAN&PROFILE
C7.09 ROAD F PLAN&PROFILE 36.19? ,V,E.' DECEMBER'S,2022
i 13.IT SHALL BE THE RESPONSIBIL,Y OF THE INSTALLER TO ADJUST ALL PRECAST STRUCTURES TO HmIsliEo GRADE IN
ACCORDANCE WI,AGENCY SPECIFICATONS AND MANUFACTURER RECOMMENDATONS NO ADDITIONAL PAYMENT C7,20 HARRISON RD IMEROVEM.T RUN
spRAPOGE 70_,Rz_
Mal.g ,,..y..z4 REVISIONS:
i WILL BE MADE FOR ARIISENG FACILIn.TO FINISHED GRADE. C7,21 HARRISON RD PAVEMENT MARKING PLAN
g ,FIRE HYDRANTS ARE TO BE 10.CLEAR OF ANY OBSTRUCTORS. C7.22 TRAFFIC CONTROL PLAN
AC/4=TTr.fo:
. C7.30 H.RISON CROSS SECTORS
15.CITY OF SALISBURY FOLLOWS NC SCM DESIGN MANUAL.
g C7.31 HARRISON CROSS SECTORS
g 18.T-IE NET POND MUST BE INSTALLED AND INSPECTED PRIOR 70 THE ACCEPTANCE OF STREETS BY THE CITY FOR
C7.32 HARRISON CROSS SECT.S
ANY PHA.OF T.SUBDINSION.ALL EASEMENTS AND MAINTENANCE AND OPERATORS AG.EEMENTS MUST ALSO
i BE EXECUTED AND RECORDED.FOR PHASED SUBDINSIONS.THE WET POND MAY BE DESI.ED AND INSTALLED TO
MEET BUILD-OUT CONDIT...OR IT MAY BE DESIGNED AND INSTALLED/EXPAND.TO MEET REQUIREMENTS OF
EACH PHASE. C7.33 HARRISON CROSS SECTORS
C0.00