chapel hill high school - special use permit
TRANSCRIPT
ARCHITECTURE
SITE DEVELOPMENT
MOSELEY ARCHITECTS
3000 RDU CENTER DRIVE, SUITE 217
MORRISVILLE, NORTH CAROLINA 27560
CONTACT: MR. JIM COPELAND
PHONE: (919) 840-0091
FACSIMILE: (919) 840-0045
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102
RALEIGH, NORTH CAROLINA 27607
CONTACT: MR. BLAKE HALL
PHONE: (919) 866-4933
FACSIMILE: (919) 859-5663
CHAPEL HILL - CARRBORO CITY SCHOOLS
1709 HIGH SCHOOL ROAD, CHAPEL HILL, NC 27516
CHAPEL HILL BOARD OF EDUCATION
750 S MERRITT MILL RD
CHAPEL HILL, NORTH CAROLINA 27516
CONTACT: MR BILL MULLIN
PHONE: (919) 967-8211
FACSIMILE: (919) 933-4560
CHAPEL HILL HIGH SCHOOL - SPECIAL USE PERMIT
VICINITY MAP
NOT TO SCALE
OWNER
DESCRIPTION
ELEVATION
200
95.32
T/C
95.32
E/P
95.32
SWL
LEGEND
SEWER
EXISTING SANITARY SEWER
SANITARY SEWER
SANITARY MANHOLE NUMBER
W/ COORDINATE LOCATION
EX SANITARY MANHOLE
SANITARY MANHOLE
EXISTING CLEAN OUT
CLEAN OUT
8'' SAN
8''SAN
E 9378.25
N 7605.80
WATER
EXISTING WATER LINE
WATER LINE
EXISTING WATER VALVE
WATER VALVE
POST INDICATOR VALVE
EXISTING WATER METER
WATER METER
EXISTING FIRE HYDRANT
FIRE HYDRANT
WATER LINE REDUCER
EX WATER LINE PLUG
WATER LINE PLUG
WATER LINE CROSS
WATER LINE TEE
FIRE DEPT CONNECTION
WATER SPIGOT
EXISTING WELL CASING
8''W
8'' W
8'' W
MISCELLANEOUS UTILITIES
EXISTING LIGHT POLE
EXISTING YARD LIGHT
EXISTING GROUND LIGHT
LIGHT POLES
EXISTING UTILITY POLE
UTILITY POLE
EXISTING GUY WIRE
EXISTING ELECTRIC METER
EXISTING OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
EX UNDERGROUND ELECT LINE
UNDERGROUND ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING TELEPHONE MANHOLE
EX OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
EX UNDERGROUND TELEPHONE LINE
UNDERGROUND TELEPHONE LINE
EX OVERHEAD FIBER OPTIC LINE
OVERHEAD FIBER OPTIC LINE
EX UNDERGROUND FIBER OPTIC LINE
UNDERGROUND FIBER OPTIC LINE
EX CABLE TV PEDESTAL
EX OVERHEAD CABLE TV LINE
OVERHEAD CABLE TV LINE
EX UNDERGROUND CABLE TV
UNDERGROUND CABLE TV LINE
COMBINED POWER/CATV
COMBINED POWER, TELE, CATV
COMBINED POWER, TELEPHONE
COMBINED TELEPHONE, CATV
OHP
OHP
UGP
UGP
OHT
OHT
UGT
UGT
OFO
OFO
UFO
UFO
OCATV
OCATV
UCATV
UCATV
UG P/C
UG P/T/C
UG P/T
UG T/C
SITE
EXISTING STORM SEWER
STORM SEWER
EX DROP INLET
DROP INLET & STRUCTURE NUMBER
EXISTING STORM SEWER MANHOLE
STORM SEWER MANHOLE
EXISTING ROOF DRAIN DOWNSPOUT
ROOF DRAIN DOWNSPOUT
EXISTING CURB
CURB
EXISTING CURB & GUTTER
CURB & CUTTER
PROPERTY LINE
BENCH MARK
APPROX BORING LOCATION
EXISTING TREE LINE
CLEARING LIMITS
EXISTING SHRUB
EXISTING TREE
EXISTING FENCE
FENCE
EXISTING CONTOUR
CONTOUR
SPOT ELEVATION
C/L SWALE
EXISTING SIGN
SIGN
BOLLARD
FLAG POLE
PROPERTY MARKER FOUND / ROD FOUND
PIPE FOUND
MONUMENT FOUND
NATURAL GAS
EXISTING GAS METER
EXISTING GAS VALVE
EXISTING GAS LINE
GAS LINE
G
G
XX
X
200
W
1
C
T
C - SERIES DRAWING ABBREVIATIONS:
ADV - ADVANCE
AFG - ABOVE FINISHED GRADE
APPR LOC. - APPROXIMATE LOCATION
ASS'Y - ASSEMBLY
B/C - BACK OF CURB
B/L - BASE LINE
B/S - BOTTOM OF STAIR
B/W - BOTTOM OF WALL
CB - CATCH BASIN
CBR - CALIFORNIA BEARING RATIO
CG - CURB AND GUTTER
CI - CURB INLET
C/L - CENTERLINE
CL - CLASS
CM - CONCRETE MONUMENT
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
CONC - CONCRETE
CONN - CONNECTION
CP - CORRUGATED PLASTIC
CY - CUBIC YARD
DB - DEED BOOK
DI - DROP INLET
DIP - DUCTILE IRON PIPE
D.M.P - DOUBLE MERIDIAN DISTANCES
DR - DRIVE
DS - DOWNSPOUT
E - ELECTRIC
EA - EACH
E BOX - ELECTRICAL BOX
ELEC - ELECTRIC
EP - EDGE OF PAVEMENT
E/S - EDGE OF SHOULDER
EX - EXISTING
F/C - FACE OF CURB
FDC - FIRE DEPARTMENT CONNECTION
FF - FINISHED FLOOR
FHY - FIRE HYDRANT
F/L - FLOW LINE
FL - FIRE LANE
G - GAS
MG - GAS METER
GI - GRATE INLET
GRND - GROUND
GTS - GAS TEST STATION
GV - GAS VALVE
HDPE - HIGH DENSITY POLYETHYLENE
HORIZ - HORIZONTAL
HVAC - HEATING, VENTILATION, & AIR
CONDITIONING
INV - INVERT
IPF - IRON PIPE FOUND
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
LSA - LANDSCAPED AREA
LF - LINEAR FEET
LP - LIGHT POLE
(M) - MEASURED METES & BOUNDS
MECH - MECHANICAL
MH - MANHOLE
MIN - MINIMUM
MIN S - MINIMUM SLOPE
MJ - MECHANICAL JOINT
NIC - NOT IN CONTRACT
NTS - NOT TO SCALE
OHE - OVERHEAD ELECTRIC
OHP- OVERHEAD POWER
OHT - OVERHEAD TELEPHONE
PB - PLAT BOOK
PC - POINT OF CURVATURE
PED - PEDESTAL
PG - PAGE
PH - PHASE
PI - POINT OF INTERSECTION
PKG - PARKING
P/L - PROPERTY LINE
PT - POINT OF TANGENT
PP - POWER POLE
PVC - POLYVINYL CHLORIDE
PVMT - PAVEMENT
PWR - POWER
(R) - RECORDED METES & BOUNDS
RD - ROOF DRAIN
RJ - RESTRAINED JOINT
R/W - RIGHT-OF-WAY
REQ'D - REQUIRED
RCP - REINFORCED CONCRETE PIPE
S - SLOPE
SAN - SANITARY SEWER
SDWK - SIDEWALK
SF - SILT FENCE
SPT - SPOT GRADE
SS - SANITARY SEWER CONNECTION
STA - STATION
STD - STANDARD
STM - STORM
STMH - STORM SEWER MANHOLE
T - TELEPHONE
TBC - TOP BACK OF CURB
TCM - TELECOMMUNICATIONS MANHOLE
T/C - TOP OF CURB
TEL - TELEPHONE
T/S - TOP OF STAIR
T/W - TOP OF WALL
UGE - UNDERGROUND ELECTRIC
UNK - UNKNOWN
UP - UTILITY POLE
VAR - VARIABLE
VCP - VITRIFIED CLAY PIPE
VERT - VERTICAL
W/ - WITH
W/L - WATER LINE
W - WATER
WUS - WATERS OF THE US
X-ING - CROSSING
YI - YARD INLET
Ø - DIAMETER
B-1
S
T
G
D
1
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
COVER SHEET
C0.0
CIVIL DRAWING INDEX
DRAWING
C0.0
TITLE
COVER SHEET
C1.0EXISTING CONDITIONS PLAN
C3.0SITE PLAN
PROJECT ADDRESS: 1709 HIGH SCHOOL RD
TOTAL ACREAGE: 101.96 AC (±4,441,378 SF)
PIN NUMBER: 9779686385
ZONING: R-1
HIGH SCHOOL
471,003 SF
DISTURBED AREA: 21.6 ± ACRES
REQUIRED PARKING:
HIGH SCHOOL: 1 SPACE PER 4 STUDENTS (MIN); 1 SPACE PER 3 STUDENTS
(MAX); 1 BIKE SPACE PER 10 STUDENTS
TOTAL NUMBER OF STUDENTS = 1,625
TOTAL REQUIRED: 441 (MIN); 588(MAX); 177(BIKE)
PROVIDED PARKING:
175 - EXISTING SPACES
409 - PROPOSED SPACES
584 - TOTAL SPACES FOR HIGH SCHOOL (INCLUDING 18 ADA SPACES)
178 - BIKE SPACES
SITE DATA TABLE
USE:
BUILDING SIZE:
PROJECT NAME: CHAPEL HILL HIGH SCHOOL
SITE
C3.1SITE PLAN
ACREAGE AFTER
RECOMBINATION:
96.54 AC (±4,205,282 SF)
TOTAL:
PROPOSED HS ADDITION: 163,273 SF
FLOOR AREA RATIO: 0.174 - SCHOOL
EX ELEMENTARY SCHOOL:
EX MIDDLE SCHOOL:
EX HIGH SCHOOL TO REMAIN:100,015 SF
140,000 SF
67,715 SF
FAR LAND AREA DEDICATION:
928,927 SF
389,200 SF
TOTAL FAR ALLOWED:
2,716,400 SF
ELEMENTARY SCHOOL @ 0.174:
MIDDLE SCHOOL @ 0.174:
HIGH SCHOOL @ 0.174:
702,008 SF
ONSITE IMPERVIOUS AREA PROPOSED: 30.3 ± ACRES
ONSITE IMPERVIOUS AREA EXISTING: 29.8 ± ACRES
C1.1EXISTING CONDITIONS PLAN
C1.3DEMOLITION PLAN
C0.1AREA MAP
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
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ch
oo
ls
1709 H
ig
h S
ch
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oad
,C
hap
el H
ill, N
C 27516
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38753
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November 09, 2017
C3.2UTILITY PLAN
C3.4NOTES & DETAILS
C3.5NOTES & DETAILS
C3.8NOTES & DETAILS
C3.9NOTES & DETAILS
C3.6NOTES & DETAILS
C3.7NOTES & DETAILS
C3.3UTILITY PLAN
C4.0GRADING & DRAINAGE PLAN
C0.2OVERALL PLAN
C1.2DEMOLITION PLAN
C4.1GRADING & DRAINAGE PLAN
C4.2STEEP SLOPE PLAN
TOTAL NUMBER OF DRAWINGS = 32
C4.3STORMWATER MANAGEMENT PLAN
L1.0OVERALL LANDSCAPE PLAN
L2.0TREE SURVEY PLAN
L2.1TREE SURVEY PLAN
L2.2TREE SURVEY TABLE
L3.0LANDSCAPE PROTECTION PLAN
L3.1LANDSCAPE PROTECTION PLAN
L4.0LANDSCAPE PLAN
L4.1LANDSCAPE PLAN
A4.0.1OVERALL BUILDING ELEVATIONS
C5.0SOLID WASTE MANAGEMENT PLAN
C5.1CONSTRUCTION MANAGEMENT PLAN
LEGEND
LOCATION MAP
NOT TO SCALE
NA
D 8
3
0
SCALE 1"=250'
500'250'
ZONING BOUNDARY
PROPOSED SITE PROPERTY LINE
1000' NOTIFICATION AREA
PROPOSED SITE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
SITE
AREA MAP
C0.1
38753
- -
Ch
ap
el H
ill H
S E
xp
an
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arrb
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C
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nty
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17
09
H
ig
h S
ch
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l R
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d,C
ha
pe
l H
ill, N
C 2
75
16
-
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CHAPEL HILL TOWN LIMITS
CH
AP
EL H
ILL T
OW
N LIM
IT
S
CA
RR
BO
RO
C
IT
Y LIM
IT
S
C
A
R
R
B
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R
O
C
I
T
Y
L
I
M
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S
C
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A
P
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H
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A
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R
R
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T
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A
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J
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R
I
S
D
I
C
T
I
O
N
CHAPEL HILL EXTRA-TERRITORIAL JURISDICTION
CHAPEL HILL EXTRA-TERRITORIAL JURISDICTION
CHAPEL HILL TOWN LIMITS
SE
AW
EL
L S
CH
OO
L R
OA
D
HIGH SCHOOL ROAD
H
O
M
E
S
T
E
A
D
R
O
A
D
H
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M
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S
T
E
A
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A
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M
A
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H
E
R
K
I
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G
J
R
B
O
U
L
E
V
A
R
D
R-1
R-1
R-2
R-4-C
R-5-C
CHAPEL HILL TOWN LIMITS
R-2
U-1
November 11, 2017
X
X
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X
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X
EX. TOP OF BANK
EX. TOP OF BANK
EX.
PERENNIAL
STREAM
30' JORDAN
BUFFER ZONE 1
MEASURED FROM
TOP OF BANKS
30' JORDAN
BUFFER ZONE 1
MEASURED FROM
TOP OF BANKS
20' JORDAN
BUFFER ZONE 2
MEASURED FROM
ZONE 1
50' RCD
ZONE 1
50' RCD
ZONE 2
50' RCD
ZONE 3
50' RCD
ZONE 1
50' RCD
ZONE 2
50' RCD
ZONE 3
20' JORDAN
BUFFER ZONE 2
MEASURED FROM
ZONE 1
50' JORDAN BUFFER
INTERMITTENT
STREAM
PERENNIAL
STREAM
EPHEMERAL
STREAM
50' JORDAN
BUFFER
INTERMITTENT
STREAM
INTERMITTENT
STREAM
EPHEMERAL
STREAM
PERENNIAL
STREAM
PERENNIAL
STREAM
X
231
SPACES
26
SPACES
52
EXISTING
SPACES
13
SPACES
123
EXISTING
SPACES
32
SPACES
32
SPACES
20
SPACES
55
SPACES
EXISTING
BUILDING
EXISTING
BUILDING
PROPOSED
BUILDING
PROPOSED
BUILDING
SMITH
MIDDLE
SCHOOL
PAVEMENT HATCHING LEGEND
ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
CONCRETE SIDEWALK
PERMEABLE INTERLOCKING
CONCRETE PAVERS
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
OVERALL
PLAN
C0.2
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Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
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SCALE 1"=80'
160'80'
NA
D 8
3
38753
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November 11, 2017
SHEET C1.0, C1.2, C3.0, C3.2, C4.0, L2.0, L3.0, L4.0
SHEET C1.1, C1.3, C3.1, C3.3, C4.1, L2.1, L3.1, L4.1
HIGH SCHOOL ROAD
SE
AW
ELL S
CH
OO
L R
OA
D
SA
N
SA
N
SA
N
SA
N
S
A
N
S
A
N
S
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S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SA
N
SA
N
S
A
N
SAN
SAN
STATE OF NORTH CAROLINA
PIN: 9779-58-5914
DB. 1752, PG. 32
BACKUS DAVID
PIN: 9779-59-5344
DB. 4889, PG. 551
ROSINIA JAMES M
PIN: 9779-59-7542
DB. 1013, PG. 161
CHAPEL HILL BOARD OF
EDUCATION
PIN: 9779-68-6385
DB. 208, PG. 15
CHAPEL HILL BOARD OF
EDUCATION
PIN: 9779-68-6385
DB. 208, PG. 15
CHAPEL HILL BOARD OF
EDUCATION
PIN: 9779-68-6385
DB. 208, PG. 15
CHAPEL HILL BOARD OF
EDUCATION
PIN: 9779-68-6385
DB. 208, PG. 15
S
S
S
S
S
S
S
T
S
S
S
S
S
S
S
S
EX. BENCH
EX. SIGN
EX. WOOD POST
EX. POST
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. I-BEAM
EX. TRASH BIN
EX. BENCH
EX. BENCH
EX. BENCH
EX. BENCH
EX. BENCH
EX. BENCH
EX. TRASH BIN
EX. TRASH
BIN
EX. BENCH
EX. BENCH
EX. SIGN
EX. CONDUIT BOX
EX. GOAL POST
EX. GOAL POST
EX. HVAC
EX. DISC GOLF
EX. DISC GOLF
EX. BENCH
EX. VAULT
EX. BENCH
EX. BENCH
EX. BENCH
EX.
RIP
RAP
GRATE TOP INLET:
ELEV = 524.20'
15" RCP
INV OUT = 520.61'
EX. GRATE TOP INLET:
ELEV = 528.70'
FULL OF DEBRIS
EX. GRATE TOP INLET:
ELEV = 517.34'
15" RCP
INV IN = 513.61'
15" RCP
INV OUT = 513.54'
GRATE TOP INLET:
ELEV = 514.18'
15" RCP
INV IN = 510.73'
15" RCP
INV OUT = 510.64'
GRATE TOP INLET:
ELEV = 505.39'
15" RCP
INV IN = 502.69'
15" RCP
INV OUT = 502.50'
DRAINAGE MANHOLE:
ELEV = 492.74'
15" RCP
INV IN = 488.43'
15" RCP
INV OUT = 488.24'
GRATE TOP INLET:
ELEV = 492.53'
12" RCP
INV OUT = 488.60'
GRATE TOP INLET:
ELEV = 491.36'
15" RCP
INV IN = 488.19'
15" RCP
INV OUT = 488.14'
GR
AT
E T
OP
IN
LE
T:
ELE
V =
492.4
7'
12"
RC
P
INV
IN
= 4
88.2
1'
12"
RC
P
INV
OU
T =
488.0
0'
EX. GRATE TOP INLET:
ELEV = 490.69'
15" RCP
INV IN = 486.14'
15" RCP
BOTTOM OF BOX = 486.30'
GRATE TOP INLET:
ELEV = 491.82'
15" RCP
INV OUT = 488.82'
GRATE TOP INLET:
ELEV = 492.77'
15" RCP
INV IN = 488.58
15" RCP
INV OUT = 488.47'
GRATE TOP INLET:
ELEV = 493.60'
15" RCP
INV IN = 488.28
15" RCP
INV OUT = 488.16'
GRATE TOP INLET:
ELEV = 498.17'
BOTTOM OF BOX = 487.67'
GRATE TOP INLET:
ELEV = 498.06'
BOTTOM OF BOX = 487.14'
EX. GRATE TOP INLET:
ELEV = 498.36'
15" CCP
INV OUT = 495.83'
EX. STORM INVERT:
15" CCP
INV OUT= 492.77'
GRATE TOP INLET:
ELEV = 494.18'
FULL OF DEBRIS
EX. GRATE TOP INLET:
ELEV = 493.28'
FULL OF DEBRIS
GRATE TOP INLET:
ELEV = 497.40'
12" RCP
INV OUT = 491.36'
DRAINAGE MANHOLE:
ELEV = 495.00'
18" RCP
INV IN = 487.54'
18" RCP
INV IN = 487.49'
GRATE TOP INLET:
ELEV = 494.82'
15" RCP
INV IN = 487.79
18" RCP
INV OUT = 487.70'
GRATE TOP INLET:
ELEV = 491.82'
15" RCP
INV OUT = 489.02'
GRATE TOP INLET:
ELEV = 498.69'
15" RCP
INV OUT = 494.92'
B
GRATE TOP INLET:
ELEV = 496.81'
BOTTOM OF BOX = 487.71'
C
B
GRATE TOP INLET:
ELEV = 496.68'
15" RCP
INV IN = 493.82'
26" RCP
INV OUT = 493.73'
A
C
GRATE TOP INLET:
ELEV = 498.73'
15" RCP
INV IN = 494.46'
24" RCP
INV IN = 494.60'
24" RCP
INV OUT = 494.53'
D
D
E
GRATE TOP INLET:
ELEV = 491.76'
15" RCP
INV OUT = 489.16'
E
F
G
F
GRATE TOP INLET:
ELEV = 519.14'
FULL OF DEBRIS
EX. GRATE TOP INLET:
ELEV = 528.91'
FULL OF DEBRIS
EX. GRATE TOP INLET:
ELEV = 516.81'
FULL OF DEBRIS
GRATE TOP INLET:
ELEV = 517.18'
15" RCP
INV OUT = 513.81'
EX. GRATE TOP INLET:
ELEV = 505.29'
15" RCP
INV IN = 501.57'
15" RCP
INV OUT = 501.44'
GRATE TOP INLET:
ELEV = 505.21'
15" RCP
INV OUT = 503.41'
GRATE TOP INLET:
ELEV = 497.69'
15" RCP
INV IN = 494.60'
15" RCP
INV OUT = 490.41'
GRATE TOP INLET:
ELEV = 497.40'
15" RCP
INV IN = 490.11'
15" RCP
INV OUT = 489.98'
GRATE TOP INLET:
ELEV = 496.86'
15" RCP
INV IN = 494.00'
15" RCP
INV OUT = 491.16'
GRATE TOP INLET:
ELEV = 496.84'
15" RCP
INV IN = 490.70'
15" RCP
INV OUT = 490.59'
GRATE TOP INLET:
ELEV = 494.27'
12" RCP
INV IN = 489.31'
15" RCP
INV IN = 487.76'
15" RCP
INV OUT = 487.71'
A
STORM INVERT:
15" RCP
ELEV = 493.85'
J
H
I
K
L
M
N
GRATE TOP INLET:
ELEV = 486.97'
24" RCP
INV IN = 483.10'
15" RCP
INV OUT = 482.53'
18" RCP
INV IN = 482.73'
15" RCP
INV OUT = 482.47'
GRATE TOP INLET:
ELEV = 491.55'
8" PVC
INV IN = 488.10'
8" PVC
INV IN = 488.10'
8" PVC
INV IN = 487.90'
18" RCP
INV OUT = 484.57'
O
P
K
L
EX. GRATE TOP INLET:
ELEV = 488.65'
15" RCP
INV OUT = 485.60'
EX. GRATE TOP INLET:
ELEV = 484.00'
15" RCP
INV IN = 480.98'
15" RCP
INV OUT = 480.71'
EX. GRATE TOP INLET:
ELEV = 482.51'
15" RCP
INV IN = 479.15'
15" RCP
INV OUT = 478.95'
EX. GRATE TOP INLET:
ELEV = 482.95'
15" RCP
INV IN = 478.58'
15" RCP
INV IN = 478.46'
15" RCP
INV OUT = 478.40'
GRATE TOP INLET:
ELEV = 492.63'
24" RCP
INV IN = 487.26'
12" RCP
INV IN = 489.28'
24" RCP
INV OUT = 487.24'
GRATE TOP INLET:
ELEV = 492.87'
12" RCP
INV OUT = 489.52'
G
DRAINAGE MANHOLE:
ELEV = 493.26'
24" RCP
INV IN = 486.34'
15" RCP
INV IN = 489.73'
15" RCP
INV IN = 486.34'
24" RCP
INV OUT = 485.19'
I
GRATE TOP INLET:
ELEV = 498.41'
12" RCP
INV IN = 495.75'
12" RCP
INV IN = 495.03'
15" RCP
INV OUT = 491.69'
H
STORM INVERT:
12" RCP
INV IN = 497.94'
J
GRATE TOP INLET:
ELEV = 490.01'
12" RCP
INV IN = 485.23'
15" RCP
INV IN = 483.36'
15" RCP
INV OUT = 483.31'
M
GRATE TOP INLET:
ELEV = 490.01'
15" RCP
INV IN = 483.83'
15" RCP
INV OUT = 483.71'
N
GRATE TOP INLET:
ELEV = 489.67'
15" RCP
INV IN = 484.24'
15" RCP
INV OUT = 484.24'
O
EX. GRATE TOP INLET:
ELEV = 488.50'
12" RCP
INV IN = 485.10'
12" RCP
INV OUT = 484.69'
EX. GRATE TOP INLET:
ELEV = 487.51'
12" RCP
INV OUT = 485.59'
EX. GRATE TOP INLET:
ELEV = 486.03'
15" RCP
INV OUT = 481.58'
EX. GRATE TOP INLET:
ELEV = 480.27'
15" RCP
INV OUT = 478.67'
EX. GRATE TOP INLET:
ELEV = 472.39'
12" CPP
INV IN = 470.33'
15" RCP
INV IN = 470.26'
15" RCP
INV OUT = 470.14'
CONCRETE STORM LID:
ELEV = 475.52'
15" RCP
INV IN = 472.13'
15" RCP
INV OUT = 469.02'
EX. GRATE TOP INLET:
ELEV = 472.45'
15" RCP
INV IN = 469.51'
15" RCP
INV OUT = 469.28'
EX. GRATE TOP INLET:
ELEV = 472.06'
15" RCP
INV IN = 468.49'
15" RCP
INV OUT = 468.28'
EX. STORM INVERT:
6" PVC
INV OUT = 484.86'
EX. STORM INVERT:
6" PVC
INV IN = 485.00'
EX. STORM
INVERT:
6" PVC
INV IN = 484.88'
EX. STORM INVERT:
6" PVC
INV OUT = 484.00'
EX. GRATE TOP INLET:
ELEV = 508.55'
12" RCP
INV IN = 507.65'
12" RCP
INV OUT = 507.48'
GRATE TOP INLET:
ELEV = 508.11'
8" DIP
INV IN = 506.01'
4" TC
INV IN = 506.11'
12" RCP
INV OUT = 505.56'
YARD INLET:
ELEV = 506.83'
8" PLASTIC
INV OUT = 506.09'
YARD INLET:
ELEV = 506.58'
8" PLASTIC
INV IN = 505.75'
8" PLASTIC
INV OUT = 505.72'
GRATE TOP INLET:
ELEV = 504.63'
12" RCP
INV IN = 502.27'
12" RCP
INV OUT = 502.03'
GRATE TOP INLET:
ELEV = 507.90'
12" RCP
INV IN = 504.81'
12" RCP
INV OUT = 504.75'
EX. GRATE TOP INLET:
ELEV = 483.93'
15" RCP
INV OUT = 480.29'
GRATE TOP INLET:
ELEV = 485.35'
BOTTOM OF BOX = 479.97'
GRATE TOP INLET:
ELEV = 490.78'
15" RCP
INV IN = 487.72
15" RCP
INV OUT = 487.64'
STORM INVERT:
36" RCP
INV IN = 477.49'
EX. STORM INVERT:
36" RCP
INV OUT = 476.88'
EX. STORM INVERT:
12" CPP
INV OUT = 470.90'
EX. STORM INVERT:
12" CPP
INV IN = 471.16'
EX. STORM INVERT:
36" CMP
INV IN = 472.52'
EX. STORM INVERT:
36" CMP
INV OUT = 471.72'
GRATE TOP INLET:
ELEV = 490.36'
15" RCP
INV OUT = 488.04'
GRATE TOP INLET:
ELEV = 494.60'
15" RCP
INV IN = 488.63'
15" RCP
INV OUT = 488.45'
GRATE TOP INLET:
ELEV = 489.21'
15" RCP
INV IN = 486.07'
15" RCP
INV OUT = 486.03'
GRATE TOP INLET:
ELEV = 488.66'
15" RCP
INV IN = 485.67'
15" RCP
INV OUT = 485.72'
V
EX. GRATE TOP INLET:
ELEV = 477.96'
BOTTOM OF BOX = 474.46'
W
EX. GRATE TOP INLET:
ELEV = 478.00'
BOTTOM OF BOX = 477.25'
Y
EX. GRATE TOP INLET:
ELEV = 478.22'
BOTTOM OF BOX = 474.09'
X
V
EX. GRATE TOP INLET:
ELEV = 477.66'
BOTTOM OF BOX = 475.59'
EX
. 6' C
HA
IN
LIN
K F
EN
CE
EX.
POST
EX.
POST
E
X
.
G
A
T
E
EX. OVERHANG
EX.
GATE
EX. RAMP
EX.
GAZEBO
EX.
RAMP
EX.
SHED
EX
.
RA
MP
EX.
OVER
HANG
EX.
OVER
HANG
EX. BRICK PLANTER
EX. BRICK PLANTER
EX. OVERHANG
EX.
COL
EX.
COL
EX.
COL
EX
. 7
' C
HA
IN
L
IN
K F
EN
CE
EX. BRICK
PLANTER
EX. 2-STORY
BRICK
BUILDING
BUILDING 'A'
TENNIS COURTS
EX. TENNIS
COURTS
TENNIS NET
(TYP)
O
H
P
O
H
P
OH
PO
HP
EX. 2-STORY
BRICK
BUILDING
BUILDING 'B'
EX. 2-STORY
BRICK
BUILDING
BUILDING 'C'
EX. 2-STORY
BRICK
BUILDING
BUILDING 'D'
OH
P
OH
P
OH
P
EX
. 1
' B
RIC
K W
AL
L
EX.
COL
EX. STEPS
EX. STEPS
EX. STEPS
EX. CONCRETE SIDEWALK
EX. CONCRETE
SIDEWALK
C
O
N
C
R
E
T
E
S
ID
E
W
A
L
K
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX. GRAVEL
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
EX. BRICK WALL
E
X
.
5
B
E
N
C
H
E
S
EX.
BIRD
FEEDER
EX. OVER
HANG
EX. OVER
HANG
EX. RAMP
EX. RAMP
EX. RAMP
EX. RAMP
EX. STEPS
EX. STEPS
EX. STEPS
CONTROL PANELS
SHED
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 533.32
NO ACESS
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 511.84'
8" PVC
INV IN = 505.05'
8" PVC
INV OUT = 504.96'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 496.53'
8" PVC
INV IN = 487.23'
8" PVC
INV OUT = 487.16'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 492.05'
8" PVC
INV IN = 477.21'
8" PVC
INV OUT = 477.15'
GRATE TOP INLET:
ELEV = 491.62'
12" RCP
INV IN = 487.28'
15 RCP
INV OUT = 488.00'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 480.62'
8" DIP
INV IN = 476.53'
8" DIP
INV OUT = 476.36'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 479.23'
8" DIP
INV IN = 475.22'
8" DIP
INV OUT = 475.09'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 480.96'
8" DIP
INV IN = 473.83'
8" DIP
INV IN = 474.21'
8" TC
INV OUT = 473.77'
8" TC
INV OUT = 473.64'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 485.41'
8" DIP
INV IN = 476.55'
8" DIP
INV OUT = 476.53'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 486.94'
8" DIP
INV IN = 478.26'
8" DIP
INV OUT = 478.18'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 483.47'
8" TC
INV IN = 474.82'
8" TC
INV OUT = 474.63'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 485.13'
8" DIP
INV IN = 477.20'
8" DIP
INV OUT = 477.20'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 486.94'
6" TC
INV IN = 480.29'
8" DIP
INV OUT = 480.24'
EX. SANITARY SEWER MANHOLE:
RIM ELEV = 491.64'
8" TC
INV IN = 487.54'
8" TC
INV OUT = 487.47'
EX. PINIC
TABLES
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX. 1-STORY
TRAILER
EX.
1-STORY
TRAILER
EX.
1-STORY
TRAILER
EX.
1-STORY
TRAILER
EX.
1-STORY
TRAILER
S
EX. SANITARY SEWER
MANHOLE:
RIM ELEV = 488.91'
8" PVC
INV IN = 485.51
8" PVC
INV OUT = 485.40'
EX. SANITARY SEWER
MANHOLE:
RIM ELEV = 491.92'
6" DIP
INV IN = 486.96'
6" DIP
INV IN = 487.09'
6" DIP
INV OUT = 486.82'
EX. STEPS
EX. STEPS
EX. STEPS
EX. STEPS
EX. STEPS
EX. STEPS
GRATE TOP INLET:
ELEV = 489.02'
15" RCP
INV IN = 483.93'
15" RCP
INV OUT = 484.90'
P
EX. BRICK WALL
EX. OVER HANG
EX. OVER HANG
EX. OVER HANG
HEADWALL W/
BURIED PIPE
EX. STORM INVERT:
18" CPP
INV OUT = 497.96''
EX.
BRICK
WALL
EX. BASEBALL
FIELD
EX. GUARD
SHACK
EX. STEPS
EX. 1-STORY
BRICK
EX
. BR
ICK
DU
GO
UT
EX
. B
LE
AC
HE
RS
1-STORY
BRICK
BUILDING
EX.
SCORE
BOARD
EX. GRATE TOP INLET:
ELEV = 483.54'
15" RCP
INV IN = 480.64'
15" RCP
INV IN = 480.55'
15" RCP
INV OUT = 480.54'
GRATE TOP INLET:
ELEV = 485.11'
15" PVC
INV IN = 479.33
8" PVC
INV OUT = 480.15'
SHED
B
L
E
A
C
H
E
R
S
EX.
SHED
EX. SOCCER
FIELD
AS
PH
ALT
R
OA
D
E
X
. A
S
P
H
A
L
T
R
O
A
D
EX. CONCRETE SIDEWALK
EX. STEPS
Q
Q
R
R
S
S
T
T
U
U
STORM INVERT:
8" PVC
INV OUT = 480.36'
STORM INVERT:
10" CMP
INV OUT = 484.50'
EX.GATED GREENHOUSE
AREA
LOCKED NO ACCESS
EX. STORM INVERT:
18" CMP
INV OUT = 475.80'
EX. GRATE TOP INLET:
ELEV = 478.16'
15" RCP
INV IN = 476.83'
15" RCP
INV OUT = 476.60'
HIGH SCHOOL ROAD
(100' PUBLIC R/W)
H
I
G
H
S
C
H
O
O
L
R
O
A
D
(
1
0
0
'
P
U
B
L
I
C
R
/
W
)
EX. BRICK WALL
& PLANTER
EX. BRICK WALL
& PLANTER
1
1
2
3
3
EX.
SHED
Z
Z
S89°57'19"E 422.75'
S89°06'30"E 159.30'
C1
C2
C
3
N0°22'13"E
171.73'
N0°48'13"E
928.17'
N0°48'13"E
928.17'
CP
CP
IRF
IPF
C
1
STORM INVERT:
6" PVC X 3
ELEV = 478.89
EX. STORM INVERT:
24" RCP
INV OUT = 479.16
A1
A1
EX.
RETAINING
WALL
CONCRETE SIDEWALK
CO
NC
RE
TE
S
ID
EW
ALK
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX. BRIDGE
EX. CONCRETE
PLANTERS
D
S
EX
. C
OV
ER
ED
CO
NC
RE
TE
S
ID
EW
ALK
EX. STEPS
EX. STEPS
EX. RAMP
GAZEBO
CP
CP
O
H
P
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
CONCRETE STORM LID:
ELEV = 489.77'
INACCESSABLE
EX.
PLANT
BEDS
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX. CONCRETE SIDEWALK
EX
. C
ON
CR
ET
E S
ID
EW
AL
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
DRAIN
X
X
DRAIN
X
4
7
4
4
7
3
4
7
2
484
483
482
481
480
479
478
477
476
475
4
7
4
4
7
9
4
7
8477
4
7
64
7
5
4
7
4
477
477
4
7
9
4
7
6
479
4
7
5
4
8
1
4
8
2
4
8
3
4
8
3
4
8
2
4
8
3
484
4
8
5
4
8
5
4
8
6
4
8
7
4
8
8
4
8
9
492
4
9
1
4
9
2
4
9
3
4
9
4
4
9
6
4
9
7
4
9
8
4
9
9
4
9
8
4
9
7
4
9
6
4
9
5
4
9
4
494
495
4
9
9
501
500
499
4
9
8
4
9
8
4
9
4
493
494
494
49
5
4
9
6
497
498
499
500
501
502
503
504
505
4
9
8
4
9
9
5
0
0
503
504
5
0
4
5
0
5
5
0
6
5
0
7
507
5
0
8
5
0
9
510 511
5
1
2
5
1
3
5
1
4
5
1
5
5
1
6
5
1
7
5
1
8
5
2
0
5
1
9
5
1
7
5
1
8
5
1
9
5
1
9
5
2
0
5
2
1
522
523
5
1
8
5
1
9
5
2
0
5
2
1
5
2
2
5
2
3
5
2
4
5
2
5
5
2
6
5
2
7
5
2
8
5
2
9
5
3
0
5
3
1
5
3
2
5
3
2
5
3
3
5
3
2
5
0
3
5
0
4
5
0
5
5
0
6
5
0
8
5
1
05
1
1
5
1
4
5
1
5
5
1
6
5
1
7
5
1
8
4
9
3
4
9
4
4
9
5
4
9
6
4
9
7
4
9
8
4
9
2
4
9
1
4
9
4
4
9
3
4
9
5
4
9
6
4
9
7
4
9
5
496
498
499
5
0
0
5
0
1
5
0
2
5
0
3
5
0
4
5
0
5
495
4
9
6
497
498
499
500
501
502
503
5
0
1
5
0
2
5
0
4
5
0
3
488
488
489
490
491
4
9
0
4
9
1
4
9
2
4
9
3
4
9
4
4
9
5
4
9
6
4
9
1
4
9
0
4
8
8
4
8
7
4
9
5
4
9
5
4
8
0
4
8
1
4
8
2
4
8
4
4
8
5
4
8
7
486
487
488
489
490
4
9
1
EX.
ELECTRIC
BOX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UG
P
UGP
U
G
P
U
G
P
X
X
X
U
G
T
U
G
P
W
W
W
W
W
W
W
G
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U
G
P
U
G
P
W
OH
P
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
U
G
P
UG
P
UG
P
U
G
P
UG
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
G
GG
G
G
G
UGP
UGP
UGP
UGP
UGP
UGT
UG
T
UGT
UG
TUGT
X
X
X
UG
P
W
W
W
X
X
X
X
X
W
W
W
W
W
W
W
W
W
UGP
UGP
UG
P
UG
P
U
G
P
UG
P
UGP
U
G
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
U
G
P
U
G
P
U
G
T
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
U
G
P
U
G
P
W
W
X
X
X
X
X
UG
P
G
G
W
W
W
W
W
W
O
C
A
T
V
X
X
U
G
P
U
G
P
U
G
P
U
G
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
UG
P
U
G
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
G
G
O
H
P
OH
P
OH
P
W
W
W
W
W
W
W
W
W
W
W
G
G
U
C
A
T
V
U
C
A
T
V
U
C
A
T
V
UCATV
W
W
W
U
G
P
UGP
X
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX.
COL
EX. STORM INVERT:
18" CMP
INV OUT = 474.25'
W
APPROXIMATE LOCATION
OF EXISTING SANITARY
SEWER LATERAL
APPROXIMATE
LOCATION OF
EXISTING
DOMESTIC WATER
SERVICE
EX. TOP OF BANK
EX.
PERENNIAL
STREAM
50' RCD
ZONE 2
50' RCD
ZONE 3
50' JORDAN BUFFER
INTERMITTENT
STREAM
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
NA
D 8
3
0
SCALE 1"=40'
80'40'
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
CP - COMPUTED BOUNDARY POINT
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTER
BFP
WATER VAULTVW
TELEPHONE VAULTVT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
TC
FES - FLARED END SECTION
MKG - GAS MARKER
MNF - MAG NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULTVP
VU
GAS TEST LOCATION
WF - WETLAND FLAG
CCR - CHATHAM COUNTY
RECORD
WCR - WAKE COUNTY
RECORDS
TREE
EXISTING
CONDITIONS
PLAN
C1.0
38753
- -
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
MATCHLINE
SHEET C1.1
November 11, 2017
CHAPEL HILL BOARD OF
EDUCATION
PIN: 9779-68-6385
DB. 208, PG. 15
CHAPEL HILL BOARD OF
EDUCATION
PIN: 9779-68-6385
DB. 208, PG. 15
O
H
P
EX. DISC GOLF
EX. PLAQUE
EX. GRATE TOP INLET:
ELEV = 491.17'
15" RCP
INV IN = 481.07'
15" RCP
INV OUT = 486.86'
EX. GRATE TOP INLET:
ELEV = 494.22'
FULL OF DEBRIS
EX. GRATE TOP INLET:
ELEV = 485.37'
15" RCP
INV IN = 480.37'
15" RCP
INV IN = 480.20'
15" RCP
INV OUT = 480.15'
EX. GRATE TOP
INLET:
ELEV = 485.62'
15" RCP
INV IN = 482.71'
15" RCP
INV OUT = 482.52'
EX. GRATE TOP INLET:
ELEV = 485.88'
15" RCP
INV IN = 480.07'
15" RCP
INV OUT = 479.95'
GRATE TOP INLET:
ELEV = 492.11'
15" RCP
INV IN = 486.70'
15" RCP
INV OUT = 486.31'
EX. GRATE TOP INLET:
ELEV = 491.98'
15" RCP
INV IN = 486.70'
15" RCP
INV OUT = 486.31'
EX. STORM INVERT:
15" RCP
INV OUT = 488.23'
EX. GRATE TOP INLET:
ELEV = 484.42'
15" RCP
INV IN = 480.64'
15" RCP
INV OUT = 480.62'
EX. STORM INVERT:
24" RCP
INV OUT = 479.57'
GRATE TOP INLET:
ELEV = 489.21'
15" RCP
INV IN = 486.07'
15" RCP
INV OUT = 486.03'
GRATE TOP INLET:
ELEV = 488.66'
15" RCP
INV IN = 485.67'
15" RCP
INV OUT = 485.72'
EX. STORM INVERT:
18" RCP
INV OUT = 485.03'
EX. STORM INVERT:
42" RCP
INV OUT = 481.27'
V
W
X
Y
GRATE TOP INLET:
ELEV = 495.08'
15" RCP
INV OUT = 489.70'
EX. GRATE TOP INLET:
ELEV = 499.71'
24" RCP
INV IN = 492.90'
24" RCP
INV OUT = 492.86
EX. GRATE TOP INLET:
ELEV = 496.53'
15" RCP
INV IN = 488.38'
15" RCP
INV OUT = 488.18'
O
H
P
O
H
P
O
H
P
O
H
P
W
E
X
.
6
'
C
H
A
I
N
L
I
N
K
F
E
N
C
E
W
E
X
.
6
'
C
H
A
I
N
L
I
N
K
F
E
N
C
E
EX.
BIKE
RACK
EX.
GOAL
POST
EX
.
SIG
N
UG
P
UG
P
E
X
.
A
S
P
H
A
L
T
S
I
D
E
W
A
L
K
EX
. AS
PH
ALT
SID
EW
ALK
EX.
COMPOST
PILE
EX. STORM INVERT:
BURIED FES
INV OUT = 486.05
STORM INVERT:
18" FES
INV OUT = 484.41
EX. 1-STORY
BRICK
BUILDING
EX. WELL
HOUSE
EX.
WOODEN
BRIDGE
EX. SOCCER
FIELD
Z
EX.
ELECTRIC
BOX
EX. GRATE TOP INLET:
ELEV = 478.00'
BOTTOM OF BOX = 477.25'
Y
EX. 4'
WIDE
BRIDGE
EX. 4'
WIDE
BRIDGE
U
G
P
EX. BURIED RCP
ELEV = 476.97
EX. BURIED RCP
ELEV = 476.97
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
E
X
.
A
S
P
H
A
L
T
S
I
D
E
W
A
L
K
E
X
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
. C
ON
CR
ET
E S
ID
EW
ALK
EX
. C
ON
CR
ET
E
SID
EW
ALK
EX
. C
ON
CR
ET
E
SID
EW
AL
K
EX
. C
ON
CR
ET
E
SID
EW
ALK
EX. STORM INVERT:
15" RCP
INV OUT = 465.68'
SE
A W
ELL S
CH
OO
L R
OA
D
(100' P
UB
LIC
R
/W
)
EX.
GOAL
POST
EX.
GOAL
POST
EX.
GOAL
POST
4
5
6
4
5
7
4
6
0
4
5
9
461
463
464
4
6
5
4
6
8
4
7
1
4
7
2
4
7
1
473
4
7
4
4
6
2
4
6
4
4
6
5
4
6
6
4
6
7
4
6
8
4
6
9
4
7
0
4
7
5
4
7
4
4
7
3
4
7
2
4
7
1
4
7
0
4
7
2
4
9
2
4
9
1
4
9
0
4
8
7
4
8
6
4
8
5484
483
482
481
480
479
478
477
476
4
7
5
4
7
6
4
7
7
4
7
8
4
8
0
4
8
1
4
8
2
4
8
3
4
8
7
4
8
8
4
8
9
4
9
0
4
9
1
4
9
2
4
9
3
4
9
4
4
9
5
4
9
4
4
9
3
4
9
5
4
9
6
4
9
2
4
9
3
4
9
4
4
9
5
4
9
3
4
9
44
9
5
4
9
6
4
9
7
4
9
8
4
9
9
5
0
0
5
0
1
502
5
0
3
495
494
493
4
8
6
4
8
8
4
8
9
4
9
0
4
9
1
4
9
2
4
8
7
4
8
8
4
8
9
4
8
5
4
7
5
4
7
4
4
7
3
4
7
2
4
7
1
4
7
0
4
7
1
4
7
2
4
7
3
4
7
4
4
7
5
4
7
6
4
8
4483
4
8
2
4
8
14
8
0
4
8
6
4
8
7
4
8
8
4
8
9
4
8
8
4
8
7
4
8
6
4
8
5
4
8
4
4
8
34
8
2
4
8
1
4
8
0
4
7
9
4
7
8
4
9
0
4
9
0
4
8
0
4
8
1
4
8
2
4
8
4
4
8
5
4
7
54
7
44
7
3
4
7
24
7
1
4
7
0
470
4
7
1
RIM=477.3
INV.=472.0
EX.
ASPHALT
EX.
FLAGPOLE
E
X
.
S
C
O
R
E
B
O
A
R
D
E
X
.
A
S
P
H
A
L
T
T
R
A
C
K
EX.
LAWN
EX.
LAWN
EX. CONCRETE
E
X
.
A
S
P
H
A
L
T
T
R
A
C
K
EX.
LAWN
EX.
LAWN
E
X
.
A
S
P
H
A
L
T
E
X
.
B
L
O
C
K
B
U
I
L
D
I
N
G
C
O
N
C
E
S
S
I
O
N
S
E
X
.
B
L
O
C
K
B
L
D
G
.
RIM=477.2
INV.=473.3
RIM=477.3
INV.=474.7
RIM=477.4
INV.=474.7
RIM=477.2
INV.=473.2
RIM=477.1
INV.=472.0
RIM=476.9
INV.=470.8
RIM=477.1
INV.=469.5
RIM=477.2
INV.=470.8
INV.=465.3
E
X
.
1
5
"
R
C
P
E
X
.
1
5
"
R
C
P
INV.=461.2
E
X
.
1
5
"
R
C
P
E
X
.
1
5
"
R
C
P
1
5
"
R
C
P
E
X
.
1
5
"
R
C
P
1
5
"
R
C
P
1
5
"
R
C
P
E
X
.
1
5
"
R
C
P
E
X
.
1
5
"
R
C
P
1
5
"
R
C
P
RIM=477.4
INV.=475.7
RIM=477.6
INV.=475.9
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
X
.
A
S
P
H
A
L
T
T
R
A
C
K
E
X
.B
L
E
A
C
H
E
R
S
E
X
.B
L
E
A
C
H
E
R
S
A
S
P
H
A
L
T
T
R
A
C
K
E
X
.B
L
E
A
C
H
E
R
S
U
G
P
U
G
P
OH
U
U
G
P
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
GG
G
G
G
G
G
UG
T
UG
T
UG
T
U
G
T
UG
T
UG
T
W
W
W
W
W
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
U
F
O
U
F
O
UF
O
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
UG
P
UG
P
U
G
P
U
G
P
UGP
UGP
UG
P
UGP
U
G
P
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
T
U
G
T
U
G
T
U
G
P
U
G
P
U
G
P
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
O
H
P
U
G
P
U
G
P
U
G
T
W
W
X
X
EX.
CONC.
PAD
EX.
CONC.
PAD
EX. STORM INVERT:
18" CMP
INV OUT = 474.25'
EX. TOP OF BANK
EX. TOP OF BANK
EX.
PERENNIAL
STREAM
30' JORDAN
BUFFER ZONE 1
MEASURED FROM
TOP OF BANKS
30' JORDAN
BUFFER ZONE 1
MEASURED FROM
TOP OF BANKS
20' JORDAN
BUFFER ZONE 2
MEASURED FROM
ZONE 1
50' RCD
ZONE 1
50' RCD
ZONE 2
50' RCD
ZONE 3
50' RCD
ZONE 1
50' RCD
ZONE 2
20' JORDAN
BUFFER ZONE 2
MEASURED FROM
ZONE 1
EPHEMERAL
STREAM
50' JORDAN
BUFFER
INTERMITTENT
STREAM
INTERMITTENT
STREAM
EPHEMERAL
STREAM
PERENNIAL
STREAM
PERENNIAL
STREAM
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
NA
D 8
3
0
SCALE 1"=40'
80'40'
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
CP - COMPUTED BOUNDARY POINT
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTER
BFP
WATER VAULTVW
TELEPHONE VAULTVT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
TC
FES - FLARED END SECTION
MKG - GAS MARKER
MNF - MAG NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULTVP
VU
GAS TEST LOCATION
WF - WETLAND FLAG
CCR - CHATHAM COUNTY
RECORD
WCR - WAKE COUNTY
RECORDS
TREE
EXISTING
CONDITIONS
PLAN
C1.1
-
Ch
ap
el H
ill H
S E
xp
an
sio
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ou
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17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
SHEET C1.0
MATCHLINE
November 11, 2017
SA
N
SA
N
SA
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SA
N
SA
N
S
A
N
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
S
S
S
S
S
S
S
T
W
T
S
T
S
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S
S
S
S
S
EX.
RIP
RAP
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P
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P
OH
P
OH
P
OH
P
CONTROL PANELS
S
S
EX.
SCORE
BOARD
S89°57'19"E 422.75'
S89°06'30"E 159.30'
C1
C2
C
3
N0°22'13"E
171.73'
N0°48'13"E
928.17'
N0°48'13"E
928.17'
D
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D
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488
489
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P
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W
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X
X
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X
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P
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P
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P
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P
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A
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S
A
N
S
A
N
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A
N
S
A
N
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S
A
N
TP
TP
T
P
TP
TP
TP
T
P
T
P
T
P
T
P
T
P
TP
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
NA
D 8
3
0
SCALE 1"=40'
80'40'
DEMOLITION
PLAN
C1.2
38753
- -
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
MATCHLINE
SHEET C1.3
NOTES:
1. REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION SECTION 02 41 13
FOR ADDITIONAL INFORMATION.
2. NOTIFY ARCHITECT IMMEDIATELY OF UTILITY SERVICE INTERRUPTIONS TO
NEIGHBORING PROPERTIES.
3. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE EXISTING
CONDITIONS PLANS SHALL BE REMOVED OR RELOCATED PER THE
ARCHITECT AND UTILITY PROVIDERS DIRECTION.
4. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED TO BE
DEMOLISHED SHALL ONLY OCCUR ONCE TREE PROTECTION FENCE AND
PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN
INSTALLED AND INSPECTED PER THE EROSION CONTROL PLAN. INSTALL
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE
SITE.
5. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LEGAL MANOR.
6. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL
STANDARDS.
7. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS
ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
8. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND OPERATIONAL
DURING ALL PHASES OF CONSTRUCTION
DEMOLITION NOTES
DEMOLITION LEGEND
REMOVE
GENERAL AREA OF SITE REMOVAL/
DEMOLITION/ ABANDONMENT /
RELOCATION (FOR INFORMATION ONLY)
BUILDING/ MOBILE UNIT DEMOLITION TO
INCLUDE FOOTINGS, UNDERGROUND
UTILITIES, ETC. REFER TO
ARCHITECTURAL SPECIFICATIONS FOR
ADDITIONAL INFORMATION
(COORDINATE WITH OWNER AND
ARCHITECT).
GENERAL PERIMETER OF DEMOLITION
November 11, 2017
TREE PROTECTION
TP
O
H
P
O
H
P
O
H
P
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H
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P
W
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5
6
4
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2
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480
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5
4
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4
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4
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X
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P
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
NA
D 8
3
0
SCALE 1"=40'
80'40'
DEMOLITION
PLAN
C1.3
38753
- -
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SHEET C1.2
MATCHLINE
NOTES:
1. REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION SECTION 02 41 13
FOR ADDITIONAL INFORMATION.
2. NOTIFY ARCHITECT IMMEDIATELY OF UTILITY SERVICE INTERRUPTIONS TO
NEIGHBORING PROPERTIES.
3. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE EXISTING
CONDITIONS PLANS SHALL BE REMOVED OR RELOCATED PER THE
ARCHITECT AND UTILITY PROVIDERS DIRECTION.
4. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED TO BE
DEMOLISHED SHALL ONLY OCCUR ONCE TREE PROTECTION FENCE AND
PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN
INSTALLED AND INSPECTED PER THE EROSION CONTROL PLAN. INSTALL
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE
SITE.
5. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LEGAL MANOR.
6. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL
STANDARDS.
7. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS
ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
8. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND OPERATIONAL
DURING ALL PHASES OF CONSTRUCTION
DEMOLITION NOTES
DEMOLITION LEGEND
REMOVE
GENERAL AREA OF SITE REMOVAL/
DEMOLITION/ ABANDONMENT /
RELOCATION (FOR INFORMATION ONLY)
BUILDING/ MOBILE UNIT DEMOLITION TO
INCLUDE FOOTINGS, UNDERGROUND
UTILITIES, ETC. REFER TO
ARCHITECTURAL SPECIFICATIONS FOR
ADDITIONAL INFORMATION
(COORDINATE WITH OWNER AND
ARCHITECT).
GENERAL PERIMETER OF DEMOLITION
November 11, 2017
TREE PROTECTION
TP
S89°57'19"E 422.75'
S89°06'30"E 159.30'
C1
C2
C
3
N0°22'13"E
171.73'
N0°48'13"E
928.17'
N0°48'13"E
928.17'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX. TOP OF BANK
EX.
PERENNIAL
STREAM
50' RCD
ZONE 2
50' RCD
ZONE 3
50' JORDAN BUFFER
INTERMITTENT
STREAM
EXISTING BUILDING TO REMAIN
EXISTING BUILDING TO REMAIN
15'
INTERIOR
SETBACK
28' STREET SETBACK
CHAPEL HILL HIGH SCHOOL
CHAPEL HILL HIGH SCHOOL
H
I
G
H
S
C
H
O
O
L
R
O
A
D
(
1
0
0
'
P
U
B
L
I
C
R
/
W
)
HIGH SCHOOL ROAD
(100' PUBLIC R/W)
52
EXISTING
SPACES
EXISTING TENNIS COURTS
EXISTING PRACTICE FIELDS
123
EXISTING
SPACES
26
SPACES
32
SPACES
9'
18.5'
25'
MIDDLE SCHOOL SOCCER FIELD
DROP OFF
LOOP
TIE TO
EXISTING
SIDEWALK
LOADING DOCK
LOADING DOCK
SCREEN WALL
EXISTING BUS DROP OFF
CONCRETE SIDEWALK
TIE TO EXISTING
CURB & GUTTER
TIE TO EXISTING
CURB & GUTTER
TIE TO EXISTING SIDWALK
TIE TO EXISTING
CURB & GUTTER
TIE TO EXISTING
CURB & GUTTER
TIE TO EXISTING ASPHALT
TIE TO EXISTING ASPHALT
SIDEWALK
TIE TO EXISTING
CURB & GUTTER
TIE TO EXISTING SIDEWALK
55
SPACES
13
SPACES
CONCRETE
SIDEWALK
10'
25'
18.5'
R20'
R25'
R15'
R15'
320'
185'
R30'
32
SPACES
231
SPACES
X
X
EXISTING BUS STOP
(20) BIKE
RACK
(20) BIKE
RACK
(20) BIKE
RACK
(20) BIKE
RACK
(9) BIKE
LOCKERS
(9) BIKE
LOCKERS
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
20
SPACES
25'
5'
20'
25'
18.5'
9'
15'
10'
25'
25'
18.5'
18.5'
25'
25'
18.5'
27.5'
16'
25'
25'
25'
DUMPSTER PAD
5'
25'
18.5'
18.5'
9'
R25'
9'
9'
37'
25'
18.5'
18.5'
25'
18.5'
25'
18.5'
25'
25'
25'
25'
18.5'
9'
R5'
9'
18.5'
9'
25'
18.5'
37.5'
12.5'12.5'12.5'
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
20'
18.5'
37.5'
5' SIDEWALK
R475'
R25'
R25'
R20'
R10'
R10'
R5'
R5'
R10'
R10'
25'
R30'
R55'
R5'
R30'
R5'
R5'
R5'
R10'
R5'
R44'
R10'
R5'
R9'
R5'
R5'
R10'
25'
ADA
RAMP
25'
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
ADA
RAMP
EXISTING
SIDEWALK TO
REMAIN
BIKE FIX IT
STATION
10' INTERIOR
SETBACK
R60'
(3) FLAGPOLE
MILL AND
OVERLAY
EXISTING
ROAD
30' WIDE GATE
WITH KNOX BOX
GATE STOPS
GATE STOPS
30' WIDE GATE
WITH KNOX BOX
30' WIDE GATE
WITH KNOX BOX
GATE STOPS
9'
9'
9'
9'
20'
5' SIDEWALK
SLIDING GATE
CTE YARD
BASEBALL
STADIUM
ENTRANCE
EXISTING CROSSWALK
30" CURB AND
GUTTER
PAVEMENT HATCHING LEGEND
ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
CONCRETE SIDEWALK
PERMEABLE INTERLOCKING
CONCRETE PAVERS
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
SITE PLAN
C3.0
-
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
0
SCALE 1"=40'
80'40'
NA
D 8
3
38753
-
-
-
-
-
-
-
-
-
MATCHLINE
SHEET C3.1
November 11, 2017
GENERAL LAYOUT NOTES:
1. EXISTING CONDITIONS AS SHOWN HAVE BEEN COMPILED FROM A SITE SURVEY PREPARED BY
TIMMONS GROUP OCTOBER 2014. NO WARRANTY IS GIVEN OR IMPLIED REGARDING THE
ACCURACY OF EXISTING FEATURES. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE FIELD
PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
ARE NOTED.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL AND NCDENR
STANDARDS AND SPECIFICATIONS.
3. COORDINATE WITH ORANGE COUNTY DIRECTOR OF MAINTENANCE AND OPERATIONS FOR
UTILITIES THAT ARE TO REMAIN UNDISTURBED.
4. THIS SITE SHALL COMPLY WITH ALL APPLICABLE ADA ACCESSIBILITY CODES AND REGULATIONS.
5. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. AREAS WITHOUT CURB,
DIMENSIONS ARE TO EDGE OF PAVEMENT.
6. VERIFY ALL DIMENSIONS ON THE PLANS AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
7. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL
OF THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
8. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
9. ALL HVAC SYSTEMS SHALL BE SCREENED FROM OFF-SITE VIEWS.
10. WHEN A SCREENING/ OPAQUE BUFFER IS REQUIRED AND WHERE EXISTING VEGETATION FAILS
TO FUNCTION ADEQUATELY AS REQUIRED, THE ZONING ENFORCEMENT OFFICER RESERVES THE
RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PLANTING
PLAN BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO PROVIDE AN OPAQUE SCREEN.
11. FIRE LANE MARKINGS SHALL BE UPGRADED TO MEET THE NC FIRE CODE 503.3 AND D103.6 AND
LOCAL TOWN ORDINANCES.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
U
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EX. TOP OF BANK
EX. TOP OF BANK
EX.
PERENNIAL
STREAM
30' JORDAN
BUFFER ZONE 1
MEASURED FROM
TOP OF BANKS
30' JORDAN
BUFFER ZONE 1
MEASURED FROM
TOP OF BANKS
20' JORDAN
BUFFER ZONE 2
MEASURED FROM
ZONE 1
50' RCD
ZONE 1
50' RCD
ZONE 2
50' RCD
ZONE 3
50' RCD
ZONE 1
50' RCD
ZONE 2
20' JORDAN
BUFFER ZONE 2
MEASURED FROM
ZONE 1
EPHEMERAL
STREAM
50' JORDAN
BUFFER
INTERMITTENT
STREAM
INTERMITTENT
STREAM
EPHEMERAL
STREAM
PERENNIAL
STREAM
PERENNIAL
STREAM
SE
A W
ELL
S
CH
OO
L R
OA
D
(100' P
UB
LIC
R
/W
)
EXISTING MIDDLE SCHOOL
TIE TO EXISTING ASPHALT
EXISTING TRACK AND FIELD
185'
ADA
RAMP
37.5'
5' SIDEWALK
5' SIDEWALK
12.5'
12.5'
12.5'
12.5'
50'
20'
25'
R25'
R40'
R165'
R35'
R55'
R6'
R5'
R55'
R100'
R475'
R9'
EXISTING
WOODEN
BRIDGE
BIKE LANE
STRIPING PER
MUTCD 9C-4
ADA RAMP
PAVEMENT HATCHING LEGEND
ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
CONCRETE SIDEWALK
PERMEABLE INTERLOCKING
CONCRETE PAVERS
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
SITE PLAN
C3.1
-
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
0
SCALE 1"=40'
80'40'
NA
D 8
3
38753
-
-
-
-
-
-
-
-
-
SHEET C3.0
MATCHLINE
November 11, 2017
GENERAL LAYOUT NOTES:
1. EXISTING CONDITIONS AS SHOWN HAVE BEEN COMPILED FROM A SITE SURVEY PREPARED BY
TIMMONS GROUP OCTOBER 2014. NO WARRANTY IS GIVEN OR IMPLIED REGARDING THE
ACCURACY OF EXISTING FEATURES. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE FIELD
PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
ARE NOTED.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CHAPEL HILL AND NCDENR
STANDARDS AND SPECIFICATIONS.
3. COORDINATE WITH ORANGE COUNTY DIRECTOR OF MAINTENANCE AND OPERATIONS FOR
UTILITIES THAT ARE TO REMAIN UNDISTURBED.
4. THIS SITE SHALL COMPLY WITH ALL APPLICABLE ADA ACCESSIBILITY CODES AND REGULATIONS.
5. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. AREAS WITHOUT CURB,
DIMENSIONS ARE TO EDGE OF PAVEMENT.
6. VERIFY ALL DIMENSIONS ON THE PLANS AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
7. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL
OF THE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
8. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
9. ALL HVAC SYSTEMS SHALL BE SCREENED FROM OFF-SITE VIEWS.
10. WHEN A SCREENING/ OPAQUE BUFFER IS REQUIRED AND WHERE EXISTING VEGETATION FAILS
TO FUNCTION ADEQUATELY AS REQUIRED, THE ZONING ENFORCEMENT OFFICER RESERVES THE
RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PLANTING
PLAN BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO PROVIDE AN OPAQUE SCREEN.
11. FIRE LANE MARKINGS SHALL BE UPGRADED TO MEET THE NC FIRE CODE 503.3 AND D103.6 AND
LOCAL TOWN ORDINANCES.
SA
N
SA
N
SA
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SA
N
SA
N
S
A
N
SAN
SAN
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S89°57'19"E 422.75'
S89°06'30"E 159.30'
C1
C2
C
3
N0°22'13"E
171.73'
N0°48'13"E
928.17'
N0°48'13"E
928.17'
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
W
W
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
X
EX. TOP OF BANK
EX.
PERENNIAL
STREAM
50' RCD
ZONE 2
50' RCD
ZONE 3
50' JORDAN BUFFER
INTERMITTENT
STREAM
X
X
W
W
W
W
W
S
W
W
W
W
S
8" DI SANITARY
SEWER
TIE INTO EX 8"
WATER MAIN
8" WATERLINE
3" RP BACKFLOW
PREVENTER
3" WATER
METER
22.5°+45° 8" HORIZONTAL
BEND
8" DI WATERLINE
8"x8"
TEE
8" X 4"
TEE
45° HORIZONTAL BEND
EX FIRE HYDRANT TO
REMAIN
EX 8"
WATERLINE
8" 11.25°
BEND
4"X3" TEE AND REDUCER TO
MATCH EX WATERLINE SIZE
MAINTAIN 12'
SEPERATION
S
TIE EXISTING SANITARY
SEWER LATERAL MANHOLE
SAN
SA
N
8" DI SANITARY
SERVICE
8" GATE VALVE
5' MANHOLE
5' MANHOLE
40' EASEMENT
30' EASEMENT
30' EASEMENT
40' EASEMENT
30' EASEMENT
4" PRIVATE
DOMESTIC SERVICE
EX SANITARY
SEWER
SERVICE
S
A
N
SAN
SAN
W
4" 22.5°
BEND
S
S
5' MANHOLE
5' MANHOLE
W
4" 90°
BEND
4" GATE VALVE
4" 22.5°+45°
BEND
FIRE HYDRANT
ASSEMBLY
8" GATE
VALVE
8" GATE
VALVE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
8" 11.25°+45°
BEND
8" 45° BEND
8" 11.25°
BEND
8" DI WATERLINE
8" DI WATERLINE
8" DI SANITARY
SEWER
4' MANHOLE
TIE SANITARY SEWER
SERVICE TO EXISTING
MANHOLE
4"x4"
TEE
8" 22.5°+45°
BEND
8"x8"
TEE
8" DI FIRE
SERVICE
4" DI
DOMESTIC
SERVICE
4" DI
DOMESTIC
SERVICE
8" 22.5°
BEND
4" 45°
BEND
8" 45°
BEND
8" DI FIRE
SERVICE
8" DI SANITARY
SEWER SERVICE
8" RP BACKFLOW
PREVENTER
FDC
FDC
S
FIRE HYDRANT
ASSEMBLY
8" 11.25°
BEND
5' MANHOLE
EX FIRE HYDRANT
EX FIRE HYDRANT
8" 45° BEND
8" 11.25° +
45° BEND
FIRE HYDRANT
ASSEMBLY
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL 919.866.4951
FAX 919.859.5663
www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
37433-102
North Carolina License No. C-1652
MO
SE
LE
YA
RC
HIT
EC
TS
.C
OM
3000 R
DU
C
EN
TE
R D
RIV
E, S
UIT
E 217 M
OR
RIS
VILLE
, N
OR
TH
C
AR
OLIN
A 27560
PH
ON
E (919) 840-0091 F
AX
(919) 840-0045
PROJECT NO:DATE:
REVISIONS
DATE DESCRIPTION
UTILITY PLAN
C3.2
-
Ch
ap
el H
ill H
S E
xp
an
sio
n
Ch
ap
el H
ill-C
arrb
oro
C
ou
nty
S
ch
oo
ls
17
09
H
ig
h S
ch
oo
l R
oa
d,C
ha
pe
l H
ill, N
C 2
75
16
-
-
-
-
-
-
-
-
0
SCALE 1"=40'
80'40'
NA
D 8
3
38753
-
-
-
-
-
-
-
-
-
MATCHLINE
SHEET C3.3
November 11, 2017