NCC243102_Site Plan or Location Map_20241011

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CONSTRUCTION DRAWINGS FOR:
THE HOMES AT REEDY BRANCH
RESIDENTIAL DEVELOPMENT
7571 NC 27 W HIGHWAY
HARNETT COUNTY, NORTH CAROLINA
HARNETT REGIONAL WATER(HRW)REQUIRED NOTES:
1. APPROVAL OF THIS PLAN DOES NOT GUARANTEE WATER CAPACITY.
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.THIS DEVELOPMENT
MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM
TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT,
CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.
2. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE MAIL KIOSK,
OPEN SPACES,AND ALL LANDSCAPE BUFFERING AND DRAINAGE EASEMENTS.
3. NCDOT UTILITIES MANUAL DATED 2022 SECTION 3.4.9.1 REQUIRES FIRE
. / HYDRANTS TO BE LOCATED AT THE BACK OF DITCH.WATER METERS WILL
ALSO NEED TO BE LOCATED AT THE BACK OF DITCH.WATER LINE LOCATED
—O . AT THE FRONT OF DITCH.
PROPERTY OWNER/ PROJECT DEVELOPER 4. REFERENCE CHAPTER 90F THE HARNETTREGIONAL WATER SPECIFICATIONS
m I �'' FOR REQUIRED HORIZONTAL AND VERTICAL SEPARATIONS BETWEEN THE
I ,...,,
NW \ 'ks
INC. 7 H , PROPOSED WATERLINE AND OTHER FEATURES.
5. ALL WORK WILL NEED TO BE COORDINATED AND INSPECTED WITH HRW
HARRINGTON PROPERTIES OF NC �, CONSTRUCTION INSPECTOR CHAD EVERETTE.
PROJECT CONTACT: BRANDON HARRINGTON s T> / I B. SEE SHEET1sFORAODRONALNOTES.
2659 SAN LEE DRIVESANFORD, NC 27330 „ 10 LEGEND OF ABBREVIATIONS
PHONE: [phone] „ BC BACK OF CURB N/F NOW GOFCURVATY
URE
EMAIL: [e-mail] � \ ,.. / CB CATCH BASIN PC POINT OFTDRAINAG
/ I ,, , , CO CLEAN OUT P.D.E. POINT FT DRAINAGE EASEMENT
• ZC . ,, J1 • CPP CORRUGATED PIASTIC PIPE PT POINT OF TANGENCY
MI MICMP CORRUGATED METAL PIPE PP POWER POLE
il == A ` C&G CURB&GUTTER PVC POLYVINYL CHLORIDE PIPE
■■ T. ` ,.-�/ . DI DROP INLET PVI POINT OF VERTICAL IMERSECITON
O _ DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE
SHEET INDEX (22 SHEETS TOTAL) , \ EB ELECTRICAL BOX RRX RAILROADIGHTF CROSSING
p�F 2 ECM EXISTING CONCRETE MONUMENT R/W RIGHT OF WAY
OL DA ❑ EG EDGE OF GRAVEL SS OR SAN SANITARY SEWER
0 EIP EXISTING IRON PIN SSMH SANITARY SEWER MANHOLE
1 COVER SHEET Nell EL ELEVATION T.C.E. TEMPORARY CONSTRUCTION EASEMENT
�,'_ PD EPEDGE OF PAVEMENTTF TRANSFORMER
2 OVERALL PROPERTY AND LOT LAYOUT -``� 7Q EPK EXISTING PK NAIL TMH TELECOMMUNICATION MANHOLE
�( EV ELECTRICAL VAULT TP TELEPHONE PEDESTAL
ai
3 OVERALL CONSTRUCTION PLAN h*4\
7 N 1 �, FH FIRE HYDRANT TS TOP OF SIDEWALK
4 PLAN/ PROFILE .CLA RK_•Qq•' FO FIBER OPTIC SP RAFFIC SIGNAL POLE
FOMFIBER OPTIC BORKERTWTOPOFWALLSMITH FARMS DRIVE: STA 100+00 TO STA 114+00 Foe FIBER OP CBOX uc VALVE BOO commurvlcnnorvs
.- GUY GUYWIRE VB VALVEBOXHPHIGHPOINTVCVERTICALCURVE5 PLAN/ PROFILE ��� •Ilk
I _�, NV INVERT WCR WHEELCHAIR RAMP
`—__ IPS IRON PIN SET WM WATER METER
SMITH FARMS DRIVE: STA 114+00 TO STA 126+00 �' Ea0 , -Mil
�' B JUNCTION BOX(STORM) WV WATER VALVE
6 PLAN/ PROFILE / == '„�- _� P GTH OF VERTICALCURVATURE YARD INLETw
REEDY BRANCH LANE: STA 200+00 TO STA 211+50 ==
7 NC 27 HWY WIDENING / \ �` �I
8 WALKING TRAIL/ MAIL KIOSK AND PARKING / LEGEND OF SYMBOLS AND LINES
9-9A TEMPORARY EROSION CONTROL LOCATION MAP — o
PROPERTY CORNER 0 RIGHT OF WAY —————
SCALE: 1 IN = 1,000 FT UTILITY POLE PROPERTY LINE(ADJACENT)
�J,
(INITIAL PHASE OF CONSTRUCTION) LIGHT POLE �y STREAM/CREEK I
TELEPHONE PEDESTAL m CENTER LINE — — O
10-10A TEMPORARY EROSION CONTROL AND ROUGH GRADING GATE VALVE 8 LIMITS OF DISTURBANCE — — — — — —
REDUCER ® UNDERGROUND ELECTRIC LINE HE
(DURING CONSTRUCTION) WATER METER Ow. OVERHEAD ELECTRIC LINE OHE
FIRE HYDRANT 4) SANITARY SEWER(GRAVITY) SAN st
Ci
11 11A TEMPORARY EROSION CONTROL AND ROUGH GRADING SEWER MANHOLE Q• SANITARY SEWER(FORCEMAIN) FM
MAY 01 2 0 2 SEWER CLEANOUT • STORM DRAIN PIPE C
(FINAL PHASE OF CONSTRUCTION) , STORM CATCH BASIN(COMBO) ® WATER LINE W
STORM CATCH BASIN(OPEN THRT)0 GAS LINE GAS
12 NOTES FOR TEMPORARY EROSION CONTROL AND SCHEDULES *REV 12-13-2023* STORM JUNCTION BOX/MH 0 COMMUNICATIONS LINE
FIBER OPTIC NE FO
13 TYPICAL SECTIONS AND CONSTRUCTION DETAILS * HANDICAP a, FIBER
LINE W
14 NCDOT STANDARD DRAWINGS REV 4-2-2024* SPOT ELEVATION =
SIGN TREE LINE00
*ISSUED FOR CONSTRUCTION 8-28-2024* ALIGNMENT CHANGE 0 DRAINAGE FLOW — — — p
PVI A CURB AND GUTTER O
15 HRW STANDARD DRAWINGS AND NOTES DELTA A CURB AND GUTTER(SPILL)
16 HRW STANDARD DRAWINGS AND WATERLINE DETAILS NOTE: CONCRETE PAVEMENT I 5.'I z
EXISTING FEATURES ARE SHOWN SHADED.
17-18 CONSTRUCTION DETAILS
19 DRAINAGE AREA MAP- STORM DRAINAGE J THOMAS ENGINEERING, INC. ROCK LINER
w Q� UN-SUITABLE SOILS FOR SEPTIC I Wti
CIVIL ENGINEERING & PLANNING . '`
4� CALL BEFORE YOU DIG 9��,�, .
-1..--r- T 143 Charlotte Avenue, Suite 104
Tr. �'� Sanford, North Carolina 27330 ISSUED FOR ,1(919) 777-6010 phone CONSTRUCTION
ww.nc811.orgjit www.jthomasengineering.com
license no. C-3389 project no. 22-004
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