20001203 Ver 1_MAPS_20000921

C~
W
n U ~
PRELIMIl~IARY --NOT APPROVED FOR CONSTRUCTION ~ M
This Grading Plan shows the present extent of construction, for the A O P
purpose of quantifying the impact upon the unnamed tributary of Cates STORMWATER CALCULATIONS a~ V
Creek, as shown. All work has ceased, and the site has been stabilized. ~ N~~
DRAINAGE AREA: 195 AC. w w w ~ ?N E
This plan accompanies a NC Division of Water Quality RUNOFF COEFFICIENTS Cc = 0.32 0 ~ $ PAVEMENT/ROOFS 0.31 AC. 16 % C=0.95 w Z iv
pre-construction notification (Nationwide Permit #39) dated August 31, MEADOW 66.3 AC. 44 % C=0.25 W H = M ~
2000. This Plan has not been reviewed by Orange County Planning or WOODED 782 AC. 40 % C=0.15 W ~ j d0~
Orange County Sedimentation Control Division. Permits from these or RAINFALL INTENSITY: I = 8.69 INIHR (10 YR) {tc =15.8 min) ~ ~ ~ ~mw
010 =545.48 cis Z ~ ~ '
other agencies, if required, are the responsibility of the owner. w ~~o
PIPE
See notes on sheet 3. Dia 69.45"
Nominal 72"CMP Slope 2.00
V10 20.7 fps
DOT STD: 838.39 REINFORCED HEADWALL
~ ~ ~ r .
~ /
~ •
1 \
\ • 1 N/F ,F
~ F. RAYAND E. NINES E. NINES \
\ \ \ DB 5 \ \ I 608- 05 3-505 _ \
-2/MTC ~ rc _ \ O
\ \ ~ S \ \ ~ ~ s ~s \ o
. pC/ \ \ _ N
\ ~ ~ ~J~.h.AN` 1 SC _ _ _ -
~ ~ \ , ~ IyFR _ \ FF - - F _ ~
~ 15' GAS EASEMENT - ~ \ - F .MENT ~
T - - \ _ - ~ Q ~ ~
~ - ~ - ~
_ - ?5' ~ ~ ~
\ o o _ \ \ - sli ~ £~'fR
\ \ _ ~ o ~ fAS eMeNl ~
\ S \ \ • a _ _
\ \ o ~ 5U' SETBACK - - ~ ~ S
- - - z ti ~ ~ ~
~ ~ s~ h- ~ EXISTING CONCRETE HEADWALL • 0 -a
\ \ ~ ~ _a
\ \ ?r, A \ \ \ so. MEADOWLANDS ASSOCIATES
\ \ \ ~ ~ ' 7 DB 549/154 2 CMP _ . _ 1 ~n 1,
_ - ~ Hic Z _ _ - ~ ~ _
_~__J_- _ \ \9 ~ _ _ o I-2/MTC ZONING _ - - - - ~ 0
/ U
~ SHED GC-4/M _ ~ y 1; ~ ~
\ \ ~ ~ °-o EDGE Z \ ~ ~ OF eXlgn r..._ c^
\ v \ NG CONS 1 t^
D • E1F pAN ~ ~ \ ti \ \ 50' SETBACK N6 ~ c^ . ~ ~ Z~ -i\ ~ ~ ~
~ I ~ I
W \ \ ' \ _ \ \ ,
\ CARLTO>~MERRITT \ ~ \ s . .o ~Sr I
o DB 922/618 \ \ .RF ~ q 1
~ PB 51/50 \ { \ B . GF~ j
\ ~ ~ 4.40.A.96 ~ F~ ~
~ \ \ ~ \ \ I' ~ ~ 1
\ / o \ \ o
\ CE / \ \ FED o \ \ o o / o \ 1 S70RY MIaT~ ` li X1111111111/ ~1 /lll i sroRY ~~T~i eulL~rrG ~ I ~ CAR
\ \ ~P~~~i \ fAnnED • \ C o (AODEp X997} l ~""~9
,9 ; . .
\ / ~ \ , o \ \ so . _ - ; SEA - . _
\ \ o 0 0 \ r ~ EXISTING SEPTIC I - ~ J TANK AS PER - • p ~ 6 ~ - •
\ \ o / \~F \ \ ? o • TESTIMONY OF ~ \
\ \ V~,~ OWNER ~It w~~` ~ ~
\ \ _A, \ o llllilli i 1~ ~
\ \
\ \ \ \ ° \
\
o \ NENCORNER MEADOWLANDS > OF SIDEWALK m
1~. ELEV. so~.o~ DEVELOPMENT
ENTERTAINMENT o _ - - DB 549-154 I
ENTERPRISES, INC. I cc-4/Mrc
D8197~611 0 °0 sere A~ ~
GC~/MTC o 1 Sl't7RY #ETl ~ ~ 1 SS1't7RY AdETA1.6UILDING ~ z
(t3f2iG1NAL) ~ _ 0 ~J -
0 a
N ~
0 Z w 0
0 ' -
0 ~ fA
TEs ° ~ TEST POOL W
° o ° o Iw- ~o
~ a o ~
Ir w m
o ~ z
o DATE: AUGUST 30, 2000
JOB NO: 00-050
DRAWING: 00-050•dw
0 9
INTI DESIGNED: PCS INTERSTATE 85 0
DRAWN: PCS
CHECKED:
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE:
1"=4'
SHEET N0.
2
OF 3
I

C7
p
U
PRELINIlNARY NOT APPROVED FOR CONSTRUCTION A N
The intent of this Gradin Plan (sheet 3) is to show proposed g O n ~ ~
construction necess to complete the improvements originally ~ vX
'9 NrQ
intended b the owner. Shown are the improvements described in item Y WNLL ~-a, N E
#12 of the NC DWQ re-construction notification application dated P OU wZ ~
Au st 31, 2000. This Plan has not been reviewed by Orange County W ~=M
Plannin or Oran a Count Sedimentation Control Division. Permits g g Y w 0 a
from these or other a encies will be required and are the responsibility a~~ ~ ~ 0
g ~mw ~ N
of the owner. ~0 ~2>
See notes on sheet 2.
~ ~ \
\ . ~
1
\ N/F _
~ ~ , \ F. RA F. RAYAND E.-H1NES \
\ D DB 808-505 \
\ ~ \ \ \ ~ 1-2/MTC O
\ I ~ sS 2s• \ A \ 0
\ Ge ~ t~~ ~ N -1
\ ~ SF _ - _ - 0
0 F _ _ - . \ ~ _ ~ - ~F _35' GAS
'GAS EASEMENfi \ W 15
\ - d ~ 590 \
- - . _ O
o -
~Q.: \ \ o ~ . ~ . \ \ _ ~ - Feu ~ R eq I ~
~ FMervr 1 . ;
\ ~ o - S \ \ . ~t
\ \ o PROPOSED CONCRETE `HEADWALL WALL PROPOS ~ ~ S
\ ~ -.TOP ELEV 584 \ \ CON TE PAVING ~ ` 1
\ \ Z ~ EXISTING CONCRETE HEADWALL W
\ \ ~
\ \ 0 \ ~ A MEADOWLANDS ASSOCIATES 1 1 LV
\ \ ~ 7 " DB 549/154 _
o \ \ \ 2 > ~ _ _ -
\ \ ~ ~ > 1 ~r.
o I-yMTC ZONING \ F - ~
SHED GC-4/MTC Z _ \ \ ~ ~ ~i ~ ~
\ ~ o - o EDGE ~
Z \ \ OF EXIS11N ~ , \ v ~ G CONCRE
~',o TE Pq ~N 0 A y \ c ~ , . 1 1
\ 9<,, \ - ao
w \ \ 1 ~
\ \ CARLTON MERRITT \ \ J MERRITT J so ~ s
~ o 't DB 922/618 \ ~l 18 W ~ ~F q 1 a ~~9
~ ~ PB 57/50 \ ~ z ~ ~ GAF
\ ~ o 4.40.A.98 o W ~ F~ ~ \
G~ \ \ \ Q W ~ O~ ~
\ GE / ° O J D W
\ FEtA o X (n - 00 ~ _ 1 5TORY FETAL BUILDING ~ ~ EXISTING `~y
\ o `~~11111111II/,l (ADDED 19~?) a ~ SEPTIC TANK ~~i
\ ~ \ o~ o 1 ~ i~
\ ~ ~ \ \ \ •.9 ~ , . ,
\ \ o J. o f -1 EXISTING SEPTIC _ - - ~ J TANK AS PER Off' ~ - -
\ \ J \ \ ~ o TESTIMONY OF Z ~ ~ _ ~ ~ 6 _
\ \ ~ ~ ~ ' OWNER PROPOSED CONCRETE HEAL-WALL
\ ~ ~V~~ TOP ELEV 600
\ \ W, P / IIIIIIII ~1
\ \ \ 0 Z c~
e~Na+MU~K MEADOWLANDS
„rpl o ~o~~r+a°tix ,
0~. El~v, s0i,o~ DEVELOPMENT ~ DB 549-154 m
ENTERTAINMENT o
ENTERPRISES, INC. GC-4/MTC
DB 197-617 0
GC-4/MTC o 1 STORY METAL 9U#LD#N~
(dRiG#NAL)
0 z 0
a
0 rr ~ ~
Z w 0
0 ~ 0
0 TEST POOL o
W
o- 0 0_~0 ~o
~o w H
Q
W o m
\ ~
o Z
DATE: AUGUST 30, 2000
JOB N0: 00-050
0 DRAWING: 00-050.dwg
INTERSTATE 85 0
DESIGNED: PCS
DRAWN: PCS
CHECKED:
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE:
1"=4'
SHEET N0.
PRELIMINARY
Not Approved for Construction
This Document for Environmental Permit Review Only.
OF 3
I

HEE X N HiLLSeoROUCH I I ITY MAP
s
COVER SHEET 1 d eRh p Rq/
~Rago US ~
GRADING PLAN EXISTING AUGUST 2000 2 0
GRADING PLAN --FUTURE IMPROVEMENTS 3
1,g5
ti~
0~
0
~0 NOT TO SCALE
~v
~
~ a
i - -j W ~-L
7 ~ n
E R L TE
1 CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE 1. r~ ~ ~
WITH THE NORTH CAROLINA 1995 STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. ~y
2 THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE
PROPOSED FINISHED PAVEMENT. GRADE LINES MAY BE ADJUSTED ~
AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS t.
DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
3 UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT
OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
ULOCO OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION.
4 THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; r
OFFSITE BORROW OR WASTE MAYBE REQUIRED.
5 ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED
BY THE ENGINEER IF NECESSARY.
6 ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.
THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE 7
WITH LOCAL CITY, COUNTY AND STATE BUILDING CODES. CARLTON W. and DEBORAH F. MERRITT
DEED BOOK 922 PAGE 618
g THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISITING PLAT BOOK 57 PAGE 50
ON SITE FACILITIES, ABOVE AND BELOWGROUND. THE CONTRACTOR IS ALSO RESPONSIBLE TAX MAP 4,40.A.96
FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND
FILLING OF ALL DEPRESSIONS TO INSURE THE SITE REMAIN AESTHETICALLY ACCEPTABLE.
9 THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE
PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA.
10 THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY
AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES.
SEE EROSION CONTROL INSTRUCTIONS, IF APPLICABLE.
11 ALL PROPOSED UTILITES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES.
12 WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL C
REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE m
PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER.
w m
r~
J W N
MINI STORAGE ~S ~
Oq
(RES)
(VACANT)
(RES) C ~o
F (vacANr) ~Rp 0 ANT) R,oo
v ~ ~P~' ~9T OR
TRIANGLE
G~ TRIANGLE ~(G HOSPICE HOSPICE
SOUTHERN PRELIMINARY --NUT APPROVED FOR CONSTRUCTION
(`Q' STATES This Document far Environmental Permit Review Only;

G~ AUTO (VACANT) REPAIR SATE MEADOWLAND Sep notes on sheets 2 and 3 (VACANT) DRIVE
BP
11V C.
SUNBRIDGE 1111111 SUNBRIDGE \\\~~~1
~.~i .ti ;
1 •;9
- SE L = / _
ENGIlVEERING & LAND S UR VE YIlVG 6
~
. u
1000 CORPORATE DRIVE, SUITE 101 p~ , P ~ 11 Illll
HILLSBOROUGH, NC 27278
VOICE [phone]
FAX [phone]
www.caUemynparker.com LOCATION MAP PROJECT NO. 00-050
SHEET 1 OF3
SCALE: 1" = 600'
L=i
L