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CONSTRUCTION PLANS __ REVISIONS
MAPLE VALLEY SUBDIVISION
ARCHITCCIFURAL STANDARD NOTM: CI,OF WASHINGTON STANDARD NOTES: PHASE 1 DEVELOPER SHEET INDEX
717,0147:„NILL PROVIDE THE EOLLOVANG ARCATECMRAL 1. CONSTRUCTION PUN APPROVAL PROM ME CITY PUBLIC WORKS
OEPARATENT SHALL OE OBTAINED PRIOR 70 CONSTRUCTION OF ANY DRAWING TITLE MVISION DATE
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3,139 EDWARDS MILL ROAD . c.,„0 c0,2„,22,- 02/12/2024
SYSTEM
2.MINIMUM'S%OF HOMES SE.U.NAVE 2URGARAGES 2. ALL REQUIRED IMPROVEMENTS MAU.CONFORM TO THE CITY OF CITY OF WASHINGTON COIrACTT:ACIICA=L ON
PRONE 910.639.40P2 C.0.1 GENERAL NOTES
EXISTING CONDITIONS AND DEMOLIDON .
C-1.0 OVERALLERISTING CONDITIONS PUN I 02/1.2/202W7 L.I.J
3.-ME fliONT/F110111-MO SIDES,.....BE SOO. WASHINGTON MANUAL OF STANDARD DESIGN ARD DETAIL -J -§ F.,
4.EOL'Hilil:iPir7'N'V Elir:.SEEEEFiE51 I. ALL LOTS SHALE EQuAL aR EMEED,E Amax./DEADDHLENT
OMAHA OF CHAPTER,.PERTAINING TORCHING. BEAUFORT COUNTY, NC LANDOWNER
* C•1.1 EXISTING CONDITIONS PLAN-FRASE1
C-1.2 OVERALL DEMOLITION PMN OW..
SYNTHETIC STONE JENNIFER LEGGEIT WHITEHURST
L BATERTARD REQuIREmENTs mai BE IN ACCORDANCE MTH RUBY DIANE LANCASTER LEGGETT * C-1.3 DEMOUTIOH PIAH-PHASE 1 o2/12/2024
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DEVELOPmENT INCUJOING ACCESSORY STRUCTURES.HAKIM AREM FEBRUARY 12,2024
OR REWIRED ARDS SM.BE LOOMED LE.THAN MIRA 130,FEET EXISTING PROPERTY DATA fall 0, .a.W
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SITE ADDRESS LEGGETT ROAD C-2.2 STRIPING AND SIGNAGE NAN.MAUI 02/12/2024
oR AcRos8 ERDMAN IDENTICAL ELEVATION.FOR CORNER LOT;TNIS C.2.3 OVERALL OPEN SPACE P.N "....
S,,N.A.,1,,I_A%pPLYTO.E LOTSDIA0OHALIVACROSSTHE 6 STORAGE AREA REWIRED.EvERy DWELL!.upirr SM._PROVIDE
PRIVATE STORAGE IN THE AMOUNT Of TEN NO,PERCENT OE TI-IE GPIN 5667-49-4110
C-2.4 OVERALL PR/SINOP. • 02/.024
02/12/2024 s._ 06
REID 49030
GROSS HABITABLE FLOOR AREA THE NANO AREA INCLUDING CLOSETS ,..,., DNEENALE NoAD,DcDoN ENAN wEy./yDy6
AND 01E6 SHALL NOT COUNT TOLNARD ME REQUIRED HOWE TOWNSHIP WASHINGTON
sTORAGE AREA.S001 STORAGE AREA SHALL BE PROMDED IN RIF VICINITY MAP PARCEL AREA 3262201 SF(MANAGES/ SITE I1,1111,
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EGSTING ZONING FELI.0 c_,., 0,,,,,,,,,,,,E, DREEVARDS
STRUCTURES.AND PRIVATE TARO AREA AVAIMBLE FOR MX FUTURE
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CURRDE,NTEDLEEDE .DB,01.7.07,EIRG.0022S
7. DETACHED ACCE-SSORY STRLICARE REQUIREMENTS.DETACHED
AccE.ORYSTRUcTURE REpUmmENTS: ,. 02/12/2029
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6. OPEN SPACE REQUIREMENT WILL 0E MET VIA OPEN SPIE0 0.2/2024 VI Z 5
ALMREVIATIONS: DEDICATION. > < S
ADP-ADVANCE MIN-MINIMUM DAS wmERNOTESAND CANALS 02,02/2029
AFC-ABOVE FINISHED... MIN S-MINIMUM SLOPE v. nitS PR.EcT 6 susJECT 10 HAPATAJC0 NAIR BASIN NuTRIENT 0 IF 2 '',C,APPR LOC..APPROXIMATE LOCATION NU-MECHANICAL 10INT CONTRoT sToRmwATER REQuIREMENTS.
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9/L•BASF LINE ONE-OVERHEAD ELECTRIC M./A1•IMZ:zi 44. 4,
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P/W.BOTML4 OF WALL OHA OVERHEAD POWER
9. 71ILS PROJECT IS SUBJECT TO PHASE II POSTCONSTRUCTION la FIR 1 A2.2 EROSION cONTROL DETAILS 07/12/2o. '5, (., 0 2 ,:',
03.GTCN BASIN OK-OVERHEAD TELEPHONE SIORMWATER REQUIREMENTS AND WILL REQUIRE A SiORMWATOR * D.2_3 EROSION CONTROL DETAILS 02/.024 Ce ›- I= 2 CBR-CAUFORNIA BEARING RAMO PA PLAT BOOK pouvrt FIROMIlif OYU WASHINGTON. 111,4st
CC-CURB AND GUTTER P.POINT OF CURVATURE
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PH-PHASE ADmINDTDmvE cooE AND WILL REQUIRE A HIGH DENSITY . CC LL,' 'CE•CLASS 8
Pl-POINT OF INTERSECTION FrOmmvATERARM7 FROm AMA
CM-CONCRETE MONUMENT I TOTAL NUMBER OF DRAWINGS INCLUDED IN SET L 34 I < H PKG-PARKING
CMP-CORRUGATED METAL PIPE > el E
CO-CLEAN OUT P/L•PROPER,UNE 11 A PORMON ar.1s.pRopory Is Lacx-ED IN DaNE AL sop YEAR
PT-POINT OF TANGENT FLOOD,.ACCORDING TO FEMA FLOOD MAPS NUMBERED
CONC•CONCRETE L.L.i Z L.,2
PP-POWER POLE 3720566AXIM 8.3720566000,OP7E006/19/2010. 0,INDICATES SHEETS INCLUDED IN NCOED.LAND DISTURBANCE
CDNN•CONNECTION gilt c,_ 0 CP-CORM/GATED PLASTIC PVC-POT-NINA CHLORIDE SUBMITTAL
a mis FRoJEcT mu REQUIRE NCDOT DRIVEWAY PENNE!,FOR IRE 0
CY-CUBIC YARD PVMT-PAVEMENT
ENTRANCE 10711E PROJECT.
DB-DEED BOOK PWR•POWER < (j
DI-DROP INLET 011-RECORDED METES 6 BOUNDS SCALE 1".1000. i
DIP-DUCTILE IN.PIPE RA ROOF DRAIN ' rs.r.Ts7A-rro'tNOERQDrARE0=''''''''''''''''''' . 2
DA,DOUBLE MERIDIAN DISTANCES R.I•RESTRAINED1OINT
DR-DRIVE R/W-RIGNT.OF-WAY . ALL STREETS SHALL BE DESIGNED AND CONSTRUCTION IN
DS-DOWNSPOUT RECTA REQUIRED ACCORDANCE WITH THE 017 OF WASHINGTON MANUN.OF
E-ELECTRIC RCP-REINFORCED CONCRETE PIPE STANDARD DESIGN AND MAILS IMS004 Eciii .00'''''- 11
FA,A0.1 S-SLOPE
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S.C.ELECTRIC SOW,siouviLLE
EA EDGE OF PAVEMENT SF-SIL1 FENCE
US-EDGE OF SHOULDER SPT-SPOT GRADE
EX-EXISTING SE-SANITARY SEWER CONNECTION DEVELOPER LANDOWNER Knoy.whorebidOW.
F/C•FACE OF CURB STA-STATION
EDC•FIRE DEPARTMENT CONNECTION STD-STANDARD Call before you dig.
ALPHA 13,LLC JENNIFER LEGGETT WHITEHURST
FF-FINISHED FLOOR STM-STORM 1 903 eaz-.8
FH-FIRE HYDRANT sTmH.,oRm 5E..mAN.o. 3434 EDWARDS MILL ROAD RUBY DIANE LANCASTER LEGGETT
7-TELEPHONE
FA FLOW LINE
MC-TOP BACK OF CURB RALEIGH,NC 27608 3613 RIVER ROAD
FL-HRE MIA
0-GM TCM-TELECOMMUNICATIONS MANHOLE CONTACT:ZACH ANDERSON WASHINGTON,NC 27889
GI-GRATE INLET TM.TOP OF CURB
GNAGROUND TEL-TELEPHONE
.../24:::: 4;A::\
GTS-GASTEST STATION DGE.UNDERGROUND ELECTRIC
GV-GAS VALVE UNK-UNKNOWN
HOPE-MX DENSITY POLYETX tENE
NOM-HORIZONTAL VAR-VARIABLE
HVAC-IIEATING, n0„,®AIR VCP.VITRIFIED CLAY PIPE CIVIL ENGINEER SURVEYOR
CO0000000G VERT-VERTIGL
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INV-INVERT WA WITH O'KANE AND ASSOCIATES,PLLC SORRELL LAND SURVEYING
IPF-IROPIPIRE FOUND WA-WATER LINE
IPS-IRON PIPE SET W•WATER 107 UNION DRIVE,SUITE 202 107 UNION DRIVE,SUITE 201 00141023
RF-IRON ROD FOUND WUS-WATERS OF THE US
LF-LINEAR FEET X-ING-CROSSING WASHINGTON,NC 27889 WASHINGTON,NC 27889 HORIZONTAL...
(M)-MEASURED METES ABOUNDS VI-YARD INLET CONTACT:BRIAN O'KANE,PE CONTACT:STUART SORRELL NIA
MECH-MECHANICAL 0 .DIAMETER
NM-MANHOLE PHONE:[phone] ........
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