NCC233568_Site Plan or Location Map_20231218

/ 1/ 1
p 00000m
SHEET INDEX VICINITY MAP
NOT TO SCALE a
COVER SHEET C-1 . ‘111� �� o 0
PROJECT NOTES C-2 CONSTRUCTION DRAWINGS TOWN OF OF HILLSBOROUGHNCGOI GROUND STABILIZATION PLAN C-3 _ I:��A,Q�� -
NCGOI SELF INSPECTION PLAN C-4 FOR ,, Qn
oN DR
OVERALL WATER EXTENSION C-5 \ a
PLAN AND PROFILE-WM"A"-STA 9+50 THRU STA 20+50 P 1 RESEARCH TRIANGLE LOGISTICS PARK 1 n g 0
PLAN AND PROFILE-WM"A"-STA 20+50 THRU STA 31+50 P-2 OLD NC 8- ` g _ - o E)
PLAN AND PROFILE-WM"A"-STA 31+50 THRU STA 42+50 P-3 -----GRADY BROWN RIPPY L o
PLAN AND PROFILE-WM"A"-STA 42+50 THRU STA 53+50 P-4 SCHOOL RD HIGHWAY l—ar oPLAN AND PROFILE-WM"A"-STA 53+50 THRU STA 59+00 P-5 WATER AND SEWER EXTENSIONS �.Ilk1 w a
PLAN AND PROFILE WM"A"-STA 59+00 THRU STA 66+00 P-6 o , w w w
PLAN AND PROFILE-WM"A"-STA 66+00 THRU STA 76+20 P-7 76
p
SERVICE ROAD ,. - F m 11 am N
PLAN AND PROFILE-WM"A"-STA 76+20 THRU STA 87+00 P-8 — OLD N VT
OVERALL SANITARY SEWER EXTENSION P-8A PROPERTY ADDRESS: �' ( gm dip
PLAN AND PROFILE-SEWER LINE"B"-STA 9+50 THRU STA 18+00 P-9 m o 2 >` 560 .V.16
PLAN AND PROFILE-SEWER LINE"B"-STA 18+00 THRU STA 28+00 P-10 PIN: 9863916573 / r I z a poi= �
PLAN AND PROFILE-SEWER LINE"A"-STA 9+50 THRU STA 21+00 P-11 ADDRESS: 157-UT DIVERSITY DRIVE o�� 3€� 43 =� <
SEWER AND WATER DETAILS D-1 TOWNSHIP: HILLSBOROUGH -Rr-E- J g 0,.2xzS /o
SEWER AND WATER DETAILS D-2 POST OFFICE: 27278 -HILLSBOROUGH ii - j t ,, °<,wyE.
SEWER,WATER,AND EROSION CONTROL DETAILS D-3ril . 6 =="°g'
EROSION CONTROL DETAILS D-4 -, ( WNW
o
EROSION CONTROL DETAILS D-5 NEW STREET RANGE:
STREET: DIVERSITY DRIVE ` w g mo-
0
RANGE: L 101 -223 R 100-224 h 0 .
POST OFFICE: 27278 -HILLSBOROUGH OWNER < =
TERRA S INC. '' g w 1 w
TOWNSHIP: HILLSBOROUGH CYO TN.:BARRISTERFRANKCOMMERCIAL GROUP Z O g� O Q
ATTIC:FRANK A.D NG w z 1 y z O
3EIO SP AN BUILDING
3810 SPRWGHURST BOULEVARD,SUITE 120 U x U z� m ta '/�
RATECODE: 00 LOUISVILLE,KENTUCKY 40241 w ta w 2 . Q r_•
a a�I of
CONSTRUCTION MANAGER
BARRISTER CONSTRUCTION CORPORATION `"'�s(\V CARO(,',,,,
C/O BARRISTER COMMERCIAL GROUP O�:E581' /'/''
FIRST ISSUED: DECEMBER 5 2022 ATTN.: INOHUR TBOU =:of DN°•.•1
? 9
MERIDIAN °¢ SEAL
3810IDIAN BUILDING BOULEVARD,SUITE 120 E 24627
( + LOUISVILLE,KENTUCKY 40241 ��+NGINEEe.'��,`
REVISED: DECEMBER 22, 2022 „5,,,
REVISED: JANUARY 27, 2023 ENGINEER
REVISED: APRIL 4, 2023 DONSUM SEVER,PE
SUITE
400ERING SERVICES 06/2612023
DON SEVER,PE -
D
REVISED: JUNE 26, 2023 (91)73SOI3(P ONE)
27619
(919)RALEIGH,NC3(PHONE)
[e-mail]
W
tl
Z ze
ix
m
tl 1.
W
PROJECT NARRATIVE: a Z
m au w
la 4 m zm °
THIS PROJECTS AIMS TO EXTEND THE SANITARY SEWER MAIN AND WATER LINE MAIN FOR FUTURE DEVELOPMENT OF A LOGISTIC PARK.THE SITE u u -
CONSISTS OF THREE CONTIGUOUS PARCELS,(PIN#:9863718857,9863916573,AND 9862998894),TOTALING APPROXIMATELY 181-ACRES AND IS LOCATED
SOUTH OF THE TOWN OF HILLSBOROUGH AND INTERSTATE 1-40,OFF A SERVICE ROAD AND DAVIS ROAD(REFER TO VICINITY MAP ON THIS SHEET). a 1.4 666
A 12"WATER MAIN WILL TIE INTO THE EXISTING 16"WATER MAIN ON OLD HIGHWAY 86 AND EXTEND WEST,ALONG THE SERVICE ROAD,AND WILL REDUCE wr n g I l
TO A 8"WATER MAIN AT THE PROPERTY LINE ON THE WEST.THE 8"WATER MAIN WILL EXTEND TO GRADY BROWN SCHOOL ROAD WHERE IT WILL TIE
INTO THE EXISTING 6"WATER MAIN.APPROXIMATELY,THE LENGTHS OF THE 12"AND 8"WATER MAINS WILL BE 4,150 FT AND 3,520 FT,RESPECTIVELY.
THIS WATER MAIN WILL FEED THE THREE PARCELS.WITHIN THE SITE,IT IS PROPOSED TO LOOP THE WATERLINE AND TIE TO THE 16"WATER MAIN. " (•n)
THE PROPOSED 8"SANITARY SEWER LINE WILL CONNECT AT EXISTING MANHOLE 300(EX.SMH-300)AND WILL EXTEND ALONG THE SERVICE ROAD 5 Z
FRONTING THE ABOVE-MENTIONED PARCELS TO SMH-99(WEST)AND TO SMH-107(EAST).IT IS PLANNED TO EXTEND THE SEWER MAIN THROUGH JACK
AND BORE AND STEEL ENCASEMENT FOR APPROXIMATELY 373 FT BELOW INTERSTATE 1-40. �y O
APPROXIMATE QUANTITIES PER BID ARE AS FOLLOWED:
- (FROM EX.SMH-300 TO SMH-200):1223 FT OF 12"DIP,373 FT OF JACK AND BORE WITH 357 FT OF 30"STEEL ENCASEMENT. "
- (FROM SMH-200 TO SMH-201):66 FT OF 12"DIP. IU.I f-I
- (FROM SMH-101 TO SMH-99):499 FT OF 8"PVC. E-I W
- (FROM SMH-101 TO SMH-104):228 FT OF 12"DIP INCLUDING APPROXIMATELY 110 FT OF AERIAL CROSSING,61 FT OF 12"PVC. C-'
- (FROM SMH-104 TO SMH-107):688 FT OF 12"PVC. tn r^ x
Z O w
a
w w
czW
ZQ `� !—
I oHz w
auk I
cn
i cn H w
hi' Zx
PROJECT NO.
1 �� 21-0061
DRAWING NAME:
0
g CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT 21-0061_CS
i 1Vo LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. SHEET NO.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811".REPORT
.i C-Know what's below. ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. IV" I
Call before you dig.