20190810 Ver 1_APP D&E_20190614

APPENDIX D

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JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----
C0.0 COVER SHEETPROJECT TEAM
Civil Engineer/ Landscape Architecture
632 N HOOVER ROAD
DURHAM, NORTH CAROLINA
Developer
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
DURHAM, NC 27704
[phone]
TIMMONS GROUP
5410 TRINITY ROAD
RALEIGH, NC 27607
[phone]
HOOVER ROAD PARK
Architect
DTW ARCHITECTS & PLANNERS, LTD
229 NORTH GREGSON STREET
DURHAM, NC 27701
[phone]
PARKING SUMMARY - VEHICLES
VEHICULAR SURFACE AREA:
FEMA PANEL # 0841 MAP # 3720084100K, 3720084200K
SITE DRAINS TO ELLERBE CREEK
HAZARD AREAS, AS SHOWN ON FIRM PANEL 0841 DATED OCTOBER 19, 2018.
BICYCLE PARKING SPACES PROVIDED: 48
SITE IMPERVIOUS SURFACE AREA:
CASE #:
DURHAM, NC 27704
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
PROJECT ADDRESS:
ZONING:
PIN:
IL (LIGHT INDUSTRIAL)
OWNER CONTACT:
DESIGNER CONTACT:TIMMONS GROUP
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
BLAKE HALL, P.E.
PHONE: [phone]
PROJECT:
HENRI PROSPERI
161099, 159598PARCEL ID #:
DEED B/P: 8111/764REFERENCE:
WATERSHED:JORDAN LAKE WATERSHED (ELLERBE CREEK WATERSHED)
RIVER BASIN:NEUSE RIVER BASIN
[e-mail]
PHONE: [phone] EXT. 21253
CITY OF DURHAM PROPERTY:
DEVELOPMENT TIER:
OVERLAY:
EXISTING USE:VACANT
PROPOSED USE:RECREATIONAL
SETBACKS:
JURISDICTION:
[e-mail]
TCA/ OPEN SPACE PROVIDED: 45.76 ACRES
DEVELOPER: CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
XX
632 N HOOVER ROAD
DURHAM, NC 27703
22 (AC.)
50.17 (AC.)
CITY
SUBURBAN
STORMWATER MANAGEMENT:
SITE RUNOFF WILL BE CONVEYED BY STORM PIPE DRAINAGE SYSTEMS, WET POND AND BIORETENTION SCMS.
SHEET FLOW AND GRASS SWALES WILL BE UTILIZED TO THE MAXIMUM EXTENT PRACTICABLE.
TREE COVERAGE AREA (TCA)/ OPEN SPACE REQUIREMENTS:
PER UDO 8.3.1C: 10% TCA REQUIRED
TOTAL PROJECT AREA = 50.2 ACRES
TCA/ OPEN SPACE REQUIRED: 5.02 ACRES
VEHICULAR SURFACE AREA:
SITE IMPERVIOUS SURFACE AREA
FLOODPLAIN DATA
THIS SITE IS NOT IN SPECIAL FLOOD HAZARD AREAS.
SITE DATA
HOOVER ROAD PARK
0841-17-29-7429, 0841-05-19-6705
FALLS/JORDAN-TYPE B BUFFER (F/J-B)
REQUIRED PARKING: SOCCER FIELD 20% OF PROVIDED MOTOR VEHICLE PARKING
= (.2*238) = 48 SPACES
PARKING SUMMARY - BICYCLES
PRE-DEVELOPMENT IMPERVIOUS AREA FOR SITE: 0.00 ACRES / 0.00%
POST-DEVELOPMENT IMPERVIOUS AREA FOR SITE: 4.92 ACRES / 9.8%
-PROPOSED BUILDING/ ROOF 1,200 SF / 0.027ACRES
-PARKING LOT/DRIVE AISLES 109,493 SF / 2.51 ACRES
-SIDEWALK 103,693 SF/ 2.38 ACRES
DISTURBED AREA/ PROPOSED PROJECT AREA:958,320 SF / 22 ACRES
APPROVALS
TOTAL PROPERTY/ SITE AREA:50.17 (AC.)
MIN. STREET YARD 40'
MIN. SIDE YARD (EACH YARD) 30''
MIN. REAR YARD 25'
MIN OPEN SPACE 10%
MAX. BUILDING COVERAGE 60%
IMPERVIOUS SURFACE LIMIT 24%
MAX. HEIGHT 50'
PROPOSED = 84,348 SF
DISTURBED AREA/
PROJECT AREA:
PROPERTY BOUNDARY BUFFER REQUIREMENTS
ADJACENT TO IL PARCEL (WEST, SOUTH): 30' WIDE; 0.6 BUFFER ALTERNATIVE 1
ADJACENT TO RS-20 PARCEL (NORTH): 30' WIDE; EXISTING VEGETATION
AREA OF DISTURBANCE IN FLOODZONE: 0.0 AC
AREA OF FLOOD ZONE ON SITE: 0.0 AC
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
IPS - IRON PIPE SET
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 PREVENTERBFP
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
HANDICAP
PARKING
SAN.- SANITARY
PLAT B/P: 36/53, 14/08
PROJECT
SITE
REQUIRED PARKING: SOCCER FIELD + PLAYGROUNDS 30 PER FIELD + 1 PER 1000 SF OF PLAYGROUND
= (4*30) + (2,000/1000) = 122 SPACES
PARKING PROVIDED: 238 SPACES; INCLUDING TOTAL 6 CAR AND 2 VAN ADA SPACES
PARKING REQUIRED: 126 SPACES; INCLUDING TOTAL 3 CAR AND 1 VAN ADA SPACES
Sheet List Table
Sheet
Number Sheet Title
C0.0 COVER SHEET
C0.1 KEY PLAN
C0.2 STORMWATER COMPLIANCE PLAN
C1.0 EXISTING CONDITIONS & DEMOLITON PLAN
C1.1 EXISTING CONDITIONS & DEMOLITON PLAN
C3.0 SITE & UTILITY PLAN
C3.1 SITE & UTILITY PLAN
C4.0 GRADING & DRAINAGE PLAN
C4.1 GRADING & DRAINAGE PLAN
C5.0 NOTES & DETAILS
C5.1 NOTES & DETAILS
C5.2 NOTES & DETAILS
C5.3 NOTES & DETAILS
C5.4 NOTES & DETAILS
C5.5 NOTES & DETAILS
C5.6 NOTES & DETAILS
C5.7 NOTES & DETAILS
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE PLAN
L1.2 LANDSCAPE DETAILS
E1.0 PROJECT SUMMARY
E1.7 EQUIPMENT LAYOUT
E1.6 ILLUMINATION SUMMARY
E1.5 ILLUMINATION SUMMARY
E1.4 ILLUMINATION SUMMARY
E1.3 ILLUMINATION SUMMARY
E1.2 ILLUMINATION SUMMARY
E1.1 ILLUMINATION SUMMARY
XXBLOCK WALL
CONCRETE SIDEWALKSAN
S
A
N
SANSANSANSANSANSANSANSAN
SAN SAN
SAN
SA
N
S
A
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SANSANSANHOOVER ROAD60' PUBLIC R/WPB 127 PG 83CONCRETE SIDEWALK50' NEUSE BUFFER
100' F/J-B BUFFE
R
50'
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100'

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100
'

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30' SIDE YARD
30' SIDE YARD 25' REAR YARD30' SID
E

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30' SIDE YARD30' S
IDE
YARD
20' SID
E

Y
A
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D40' STREET YARD30' SIDE YARD30' SIDE YARDLIMITS OF
TOPOGRAPHIC
SURVEY BY
TIMMONS GROUP.
GIS BEYOND.HOOVER ROADS 88°37'37" E 408.60'S 15°48'01" W 592.79'S 85°39'32" W 1579.72'
S 73°32
'
0
4
"

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N 02°06'57" E 493.11'N 01°55'14" E 374.53'N 02°48'39" E 252.81'S 85°20'52" E 744.82'
S 87°35'42" E 320.78'NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYJACKIE LOCKLEARDEED BOOK 2992 PAGE 612NOW/FORMERLYMILTON E. GOMEZDEED BOOK 5411 PAGE 307NOW/FORMERLYCHRISTIANA TRUSTDEED BOOK 7447 PAGE 638NOW/FORMERLYBESSIE MAE PRATTDEED BOOK 1863 PAGE 166NOW/FORMERLYJDW PROPERTIESDEED BOOK 7332 PAGE 93PLAT BOOK 173 PAGE 1NOW/FORMERLYFILANDES B. VILLATORODEED BOOK 6715 PAGE 402PLAT BOOK 173 PAGE 11NOW/FORMERLYANGELA C. CARVERDEED BOOK 4200 PAGE 441NOW/FORMERLYCREDLE YANCEYDEED BOOK 4309 PAGE 411NOW/FORMERLYHAYILYAH HA-SHE'BDEED BOOK 2264 PAGE 849NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335NOW/FORMERLY PROPERTY OF THE
ATLANTIC LAND AND IMPROVEMENT CO.
A PORTION OF PLAT BOOK 81 PAGE 48
DEED BOOK 424 PAGE 758
NOW/FORMERLY PROPERTY OF
TIMOTHY G. SCHULTEN
A PORTION OF PLAT BOOK 114 PAGE 88
DEED BOOK 2978 PAGE 619
NOW/F
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PLAT B
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7
8

P
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3
6
DEED B
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1
7
3
0

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9
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NOW/FO
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DEED B
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0
5
NOW/FO
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B
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PLAT B
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2
7

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1
7
4
DEED B
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NOW/F
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CHASE
PLAT B
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3

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6
DEED B
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1
6
4
3

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3NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335 124.0
5'
N 55°
4
0'
1
5
"
E
S
6
1
°
3
7
'
4
5
"

E

2
5
0
.
3
5
'
S 87°42'14" E
118.33'
135
.49
'N 27
°33
'11
"
W250.43'S 02°12'47" WS 55°38
'21
"
E
428
.27
'50'
NEUSE
BUFFER100'
F
/J
-B
BUFFER
10'
B
U
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D

S
E
T
B
A
C
K
10' BUILD SETBA
C
K
X X X X X
XXXXXXXXXXXXXXXX
XXXXX
X
X
TPTPTPTPTPTP
TPTPTPTPTPTPTPTPTPTPTPTPTPTP5
0
'
N
EU
S
E

BU
F
F
ER
1
0
0
'

F
/
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B

BU
F
F
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R
EXISTING 25' CITY OF
DURHAM SANITARY
SEWER EASEMENT
PB 127 PG 83
WETLANDSWETLANDSWETLANDS
WETLANDSWETLANDS
WETLANDS
EXISTING 30' CITY OF
DURHAM SANITARY SEWER
EASEMENT
PB 131 PG 192
LINEAR
WETLA
N
D
SWETLANDS
WE
T
L
A
N
D
SHOOVER ROAD60' PUBLIC R/WPB 127 PG 83CONCRETE SIDEWALKBLOCK WALL
CONCRETE SIDEWALKINTERMITTENT STREAM
(TYP.)
PERENNIAL STREAM
(TYP.)
WETLANDS
TREE LINE (TYP.)
WETLAND
BIO RETENTION
#1
WET POND
SOCCER FIELDSOCCER FIELDSOCCER FIELD
SOCCER FIELD
RESTROOM/SHELTER
BUILDING
219 P
A
R
KI
N
G
S
P
A
C
E
S
19 PARKING
SPACES
BIO RETENTION
#2
PLAYGROUNDHOOVER ROADJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----KEY PLANC0.1NAD 830
SCALE 1"=80'
160'80'
SHEET: C1.1, C2.1, C3.1, C4.1
SHEET: C1.0, C2.0, C3.0, C4.0
BID ALTERNATE #1
PAVED PARKING LOT
BID ALTERNATE #3
PARKING & PLAYGROUND
BID ALTERNATE #2
FIELD LIGHTING
TSANSANSANSANSANSANSANSANSANWUGTUGTUGTUGTUGTSANSANSANG UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT XXXXXSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSSSSSSSSSSSSSSSSSOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWWWS 87°42'14" E118.33'ANALYSIS POINT AANALYSISPOINT B-1ANALYSISPOINT BANALYSISPOINT CANALYSISPOINT C-2ANALYSISPOINT C-1TSANSANSANSAN
SANSANSAN
SANSANW UGTUGTUGTUGTUGTSANSANSANGUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGT
UGTUGTUGTUGTXXXXX
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSSSSSSSSSSSSSSSSSSOHPOHPOHPOHPOHP
OHP
OHPOHPOHPOHP OHPOHPOHPOHP OHP
OHP OHP
OHP OHP
OHP OHP OHP OHP
WWWW W W W W W
W
WWS 87°42'14" E118.33'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDDDDDDANALYSIS POINT AANALYSISPOINT B-1ANALYSISPOINT BANALYSISPOINT CANALYSISPOINT C-1ANALYSISPOINT C-2JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
J. LEWISB. HALLB. HALL05/21/2019HOOVER ROAD
DURHAM COUNTY - NC42811 ----LEGENDEXISTING IMPERVIOUSPRE DEVELOPMENT (BEFORE 1-1-2019)POST DEVELOPMENTSTORM WATER QUANTITY CALCULATIONSANALYSISPOINTSUB-BASINDRAINAGEAREA (ac)IMPERVIOUSAREAFLOWTYPECNTIME OFCONCENTRATIONQ1Q2Q10Q100APOST A4.730BY-PASS805.010.0413.4923.9040.43POST AA (NWBIO)0.700.24MANAGED868.01.231.441.972.62POST B9.850.97BY-PASS825.322.9530.5252.5587.08POST B15.771.46BY-PASS8316.010.5113.9723.9439.56POST PT B31.7842.2272.28119.32POST C10.880BY-PASS805.023.0931.0354.9692.99POST C1A (NEBIO)1.970.89MANAGED885.00.000.000.000.00POST C1B6.930BY-PASS8017.99.8713.5224.3141.61POST PT C119.3528.6757.8498.64POST C2A (SEPOND)5.810.06MANAGED805.04.999.7827.9948.33POST C2B3.160BY-PASS8018.64.506.1711.0918.98POST PT C29.4915.6736.6563.52POST PT C36.2053.42109.70187.22DA-A TOTAL50.71TOTAL79.01110.31207.09347.99TC FLOW PATHDRAINAGE AREABOUNDARYLEGENDPROPOSED IMPERVIOUSTC FLOW PATHDRAINAGE AREABOUNDARYSTORMWATER NARRATIVESTRATEGIES TO COMPLY WITH POLLUTANT CONTROL AND RUNOFF RATEREQUIREMENTSA TOTAL OF 5 UNDERGROUND SAND FILTERS, 1 UNDERGROUND DETENTIONSYSTEM, AND 1 LEVEL SPREADER WITH FILTER STRIP ARE BEING PROVIDED TOCONTROL POLLUTANTS AND RUNOOF FROM THE DEVELOPMENT AREAFOR STORMWATER MANAGEMENT, ANALYSIS AREA 'A' HAS BEEN TAKEN TO THEPROPERTY LINE OF THE SITE TO THE NORTH, WHICH PROVIDES A WHOLISTIC VIEWOF THE DRAINAGE AREA LEAVING THE ENTIRE SITE. CN VALUES AND TIME OFCONCENTRATION HAVE BEEN CALCULATED TO PROVIDE DISCHARGE RATES PERREQUIRED STORMS AND ANAYLIZED FOR PRE AND POST DEVELOPMENT RATES.POST DEVELOPMENT RUNOFF HAS BEEN DESIGNED TO BE LESS THAN PREDEVELOPMENT RUNOFF FOR THE 1 YEAR STORM. THE SITE HAS BEEN DESIGNED TOREMOVE 85% OF TOTAL SUSPENDED SOLIDS AND COMPLY WITH NUTRIENTLOADING REQUIREMENTS PER THE JORDAN/FALLS LAKE STORMWATER NUTRIENTLOAD ACCOUNTING TOOL VERSION 2.0.STORM WATER QUANTITY CALCULATIONSANALYSISPOINTSUB-BASINDRAINAGEAREA (ac)IMPERVIOUSAREAFLOWTYPECNTIME OFCONCENTRATIONQ1Q2Q10Q100APRE A4.940BY-PASS795.09.9813.5424.2641.48PRE B11..220BY-PASS795.322.6830.7455.0994.21PRE B17.910BY-PASS795.015.9921.6738.8466.42PRE PT B38.6652.4293.93160.62PRE C8.610BY-PASS795.017.4023.5942.2872.29PRE C11.970BY-PASS795.013.3418.0832.4155.42PRE C26.930BY-PASS796.322.0329.8753.5291.52PRE PT C52.7771.54128.21219.23PRE PT A50.71TOTAL101.41137.49246.39421.330SCALE 1"=200'400'200'NAD 83
0SCALE 1"=200'400'200'NAD 83 B-1BCC-2C-1AB-1BACC-1BC-2BC-2AC-1AAASTORMWATER COMPLIANCE PLANC0.2
TBM
5/8" CAPPED REBAR
TIMMONS #1
N: 819,685.04'
E: 2,041,248.25'
T
361.99
IE 18 CMP
363.94
IE 18 CMP
368.80
IE 18 RCP
371.73
IE 18 RCP
355.56
IE 18 CMP
352.62
IE 18 CMP
365.90
IE 18 CPP
368.36
IE 18 CPP
375.89
IE 18 RCP
374.05
IE 18 RCPUGTSANSANSANSANSANSANSANSANSANSANWWUGTUGTUGTUGTUGTUGTSANSANSAN SANGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTBLOCK WALL
CONCRETE SIDEWALKWETLANDSWETLANDS
WETLANDSS
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN SAN SAN
SAN
SA
N
SA
N
SA
N
S
A
N
S
S
S
S
S
S
S
S
S
S
S
EXISTING 30' CITY OF
DURHAM SANITARY SEWER
EASEMENT
PB 131 PG 192
HOOVER ROAD60' PUBLIC R/WPB 127 PG 83SSMH
RIM ELEV. = 326.52'
INV. IN (E) = 317.19'
INV. IN (S) = 316.77'
INV. OUT = 316.85'
SSMH
RIM ELEV. = 330.05'
INV. IN = 321.38'
INV. OUT = 321.30'
SSMH
RIM ELEV. = 335.72''
INV. IN = 326.91'
INV. OUT = 325.97'
SSMH
RIM ELEV. = 340.01'
INV. IN = 325.68'
INV. OUT = 325.59'CONCRETE SIDEWALKSSMH
RIM ELEV. = 336.30'
INV. IN = 330.18'
INV. OUT = 330.06'
SSMH
RIM ELEV. = 363.90'
INV. IN = 356.55'
INV. OUT = 356.40'
SSMH
RIM ELEV. = 373.70'
INV. IN = 365.85'
INV. OUT = 365.74'
SSMH
RIM ELEV. = 373.70'
SSMH
RIM ELEV. = 379.98'
INV. IN = 372.23'
INV. OUT = 372.10'OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
50' NEUSE BUFFER
100' F/J-B BUFFE
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D40' STREET YARD30' SIDE YARDWWWWWWWWWWWWEXISTING 60" CULVERT
REMOVE AND
RELOCATE EXISTING
FIRE HYDRANT
HOOVER ROADS 73°32
'
0
4
"

W

6
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O
O
K

2
3

P
A
G
E

1
9
6
DEED B
O
O
K

1
6
4
3

P
A
G
E

2
3 NOW/FO GLORIA DEED BO
S 87°42'14" E
118.33'
135
.49
'N 27
°33
'11
"
W
PLAT BOOK 14 PAGE 8
16.816 ACRES
50'
NEUSE
BUFFER100'
F
/J
-B
BUFFER
REMOVE EXISTING
VEGETATION
REMOVE EXISTING
VEGETATION
REMOVE EXISTING
VEGETATION
REMOVE EXISTING
CULVERT AND
RESTORE STREAM
EXISTING 25' CITY OF
DURHAM SANITARY
SEWER EASEMENT
PB 127 PG 83
10' BUILD SETBA
C
K
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----
C1.0 EXISTING CONDITIONS & DEMOLITON PLAN0
SCALE 1"=40'
80'40'NAD 83MATCH LINE
SEE SHEET C 1.1
DEMOLITION LEGEND
NOTES
1.ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS
NEEDED TO ALLOW NEW CONSTRUCTION. UNDERGROUND ELECTRICAL
LINES MAY BE ABANDONED IN PLACE OUTSIDE OF NEW BUILDING
LIMITS. COORDINATE PROPER ABANDONMENT WITH UTILITY COMPANY.
2.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE
UNLESS REQUIRED FOR CONSTRUCTION.
3.THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING
INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND
ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE
OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL
VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
4.INSTALL SILT FENCE PRIOR TO BEGINNING OF CONSTRUCTION PER
SPECIFICATIONS AND DRAWINGS. ALL CONTRACTORS SHALL VISIT
THE SITE AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING.
5.WHEN EXCAVATING ADJACENT TO TREED AREAS, THE CONTRACTOR
SHALL CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,
SO AS TO CUT, RATHER THAN TEAR ROOTS.
6.TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL
ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR
TO THE CERTIFICATE OF OCCUPANCY (C.O.) IS SCHEDULED. THE
FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR
THE C.O.
7.PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION
FOR ANY HAZARDOUS MATERIALS. CONTACT ENGINEER IMMEDIATELY
IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. ALL WORK TO BE
PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS.
8.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF
UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
9.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND OSHA REGULATIONS.
10.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH
GRADE.
11.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF
DURHAM CONSTRUCTION STANDARDS, SPECIFICATIONS, AND DETAILS.
REMOVE
REMOVE SITE FEATURES
WE
T
L
A
N
D
S
WETLANDSWETLANDSWETLANDS
INTERMITTENT STREAM
(TYP.)
PERENNIAL STREAM
(TYP.)
50'

N
E
U
S
E

B
U
F
F
E
R
100
'

F
/
J
-
B

B
U
F
F
E
R
30' SIDE YARD30' SIDE YARD30' SIDE YARDLIMITS OF TOPOGRAPHIC SURVEY
BY TIMMONS GROUP. GIS BEYOND.
S 85°39'32" W 1579.72
'N 02°06'57" E 493.11'Y TRIA
N
G
L
E

I
N
V
E
S
T
M
E
N
T
S
S
6
1
°
3
7
'
4
5
"

E

2
5
0
.
3
5
'
PLAT BOOK 36 PAGE 53
33.192 ACRES
REMOVE EXISTING
VEGETATION
REMOVE EXISTING
VEGETATION
10'
B
U
I
L
D

S
E
T
B
A
C
K
S
A
N
SANSANSANSAN
SAN
SAN
S
S
S
SSMH
RIM ELEV. = 339.63'
INV. IN = 326.71'
INV. OUT = 326.63'
SSMH
RIM ELEV. = 340.80'
INV. IN = 328.05'
INV. OUT = 327.97'
SSMH
RIM ELEV. = 353.37'
INV. IN = 339.95'
INV. OUT = 339.87'
PERENNIAL STREAM
(TYP.)30' S
IDE
YARD
S 87°42'14" E
118.33'S 55°38
'21
"
E
428
.27
'
REMOVE EXISTING
VEGETATION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----
C1.1 EXISTING CONDITIONS & DEMOLITON PLANINSET A SCALE: 1'=40'
INSET A
MATCH LINE
0
SCALE 1"=40'
80'40'NAD 830
SCALE 1"=40'
80'40'NAD 83DEMOLITION LEGEND NOTES
1.ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS
NEEDED TO ALLOW NEW CONSTRUCTION. UNDERGROUND ELECTRICAL
LINES MAY BE ABANDONED IN PLACE OUTSIDE OF NEW BUILDING LIMITS.
COORDINATE PROPER ABANDONMENT WITH UTILITY COMPANY.
2.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE
UNLESS REQUIRED FOR CONSTRUCTION.
3.THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING
INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY
CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE OCCURRED
AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
4.INSTALL SILT FENCE PRIOR TO BEGINNING OF CONSTRUCTION PER
SPECIFICATIONS AND DRAWINGS. ALL CONTRACTORS SHALL VISIT THE
SITE AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING.
5.WHEN EXCAVATING ADJACENT TO TREED AREAS, THE CONTRACTOR
SHALL CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,
SO AS TO CUT, RATHER THAN TEAR ROOTS.
6.TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL
ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR
TO THE CERTIFICATE OF OCCUPANCY (C.O.) IS SCHEDULED. THE FENCING
SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE C.O.
7.PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION
FOR ANY HAZARDOUS MATERIALS. CONTACT ENGINEER IMMEDIATELY IF
ANY HAZARDOUS MATERIALS ARE DISCOVERED. ALL WORK TO BE
PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS.
8.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
9.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND OSHA REGULATIONS.
10.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH
GRADE.
11.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF
DURHAM CONSTRUCTION STANDARDS, SPECIFICATIONS, AND DETAILS.
REMOVE
REMOVE SITE FEATURES
T UGTSANSANSANSANSANSANSANSANSANSANWWUGTUGTUGTUGTUGTUGTSANSANSANSANGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTBLOCK WALL
CONCRETE SIDEWALKWETLANDSWETLANDS
WETLANDSS
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN SAN SAN
SAN
SA
N
SA
N
SA
N
S
A
N
S
S
S
S
S
S
S
S
S
S
S
EXISTING 30' CITY OF
DURHAM SANITARY SEWER
EASEMENT
PB 131 PG 192
HOOVER ROAD60' PUBLIC R/WPB 127 PG 83CONCRETE SIDEWALKOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
50' NEUSE BUFFER
100' F/J-B BUFFE
R
50'
N
E
U
S
E

B
U
F
F
E
R
10
0
'

F
/
J
-
B

B
U
F
F
E
R
30' SID
E

Y
A
R
D
20' SID
E

Y
A
R
D40' STREET YARD30' SIDE YARDWWWWWWWWWWWWS 73°32
'
0
4
"

W

6
1
1
.
5
2

T
O

E
I
PN 01°55'14" E 374.53'RLY RU
T
H

A
M
A
N
D
A

B
R
O
W
N
NOW/FO
R
M
E
R
L
Y

L
I
N
Z
Y

B
.

C
H
A
S
E
PLAT B
O
O
K

2
3

P
A
G
E

1
9
6
DEED B
O
O
K

1
6
4
3

P
A
G
E

2
3 NOW/FO GLORIA DEED BO
S 87°42'14" E
118.33'
135
.49
'N 27
°33
'11
"
W50'
NEUSE
BUFFER100'
F
/J
-B
BUFFER
EXISTING 25' CITY OF
DURHAM SANITARY
SEWER EASEMENT
PB 127 PG 83
10' BUILD SETBA
C
K
WWWWWWW
W
W
W
WWWWWWW
W
3" PVC WATERLINE
3" PVC
WATERLINE
3"-45° BEND
3"-11.25°+
22.5° BEND
3"-45°
BEND
2" WATER
METER
8" X4" REVERSE
TAPPING SLEEVE
3"-22.5°
BEND
2" GATE
VALVE
1" GATE VALVE
3" END
CAP
3"x2"
TAPPING
TEE
3" PVC
WATERLINE
3"- 11.25°+
22.5° BEND
RELOCATED
FIRE HYDRANT
3" RPZ BACKFLOW PREVENTER
IN ABOVE GROUND HEATED
ENCLOSURE
3"x1"
TAPPING
TEE
2" END CAP
4" GATE VALVE
1" WATER
METER
REDUCER
PLAYGROUND
AREA
225'
360'
ADA SIGN
ADA CURB
RAMP
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R15'
R15'
R15'
R15'
R5'
R5'
15'
10'
6.5'
R212'
STOP
BAR
(219)
9
x
1
8
PARKI
N
G
S
P
A
C
E
S
INCLU
DI
N
G
7
A
D
A
S
P
A
C
E
S
R102'
6.5'
R30'
5'
24'
8'
24'
8'
5'
5'
R60'
R20'
R20'
242
R138'
54'
18'
R30'
R20'
R30'
132'
60'
18'
30'
TAPER
CURB
R10'
8
7
6
18
18
16
9
9
9
9
9
12
7
6 XXXXXXX
X
X
XXXXXXXX
X
X
X
X
12' SPORTS
FIELD FENCING
19
19 PARKING
SPACES
GATE
5 BIKE
RACKS
R25'
MODULAR BLOCK
RETAINING WALL
WITH RAILINGSTOP
BAR
STOP SIGN
SOUTHBOUND
LEFT TURN
LANE
5' SIDEWALK
ALONG ENTIRE
FRONTAGE
R30'
T
PTP
TPTPTPTPTPTPTP
TP
TP
TP
TPTPTPTPTPTPSPOR
T
S
FI
E
L
D
6.5'
WASTE
RECEPTACLE,
TYP.
R25'
R50'
R160'
R155'
10'
BIO RETENTION
BASIN
6' GRAVEL
WALKWAY
6" ABC STONE
OVER FILTER
FABRIC
PAVEMENT HATCHING LEGEND
LIGHT DUTY PAVEMENT
GRAVEL
CONCRETE SIDEWALK
MILL & OVERLAY 0
SCALE 1"=40'
80'40'SITE & UTILITY PLANC3.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NAD 83MATCH LINE
SEE SHEET C 3.2
MATCH LINESEE SHEET C 3.2
WE
T
L
A
N
D
S
WETLANDSWETLANDSWETLANDS
INTERMITTENT STREAM
(TYP.)
PERENNIAL STREAM
(TYP.)
50'

N
E
U
S
E

B
U
F
F
E
R
10
0
'

F
/
J
-
B

B
U
F
F
E
R
30' SIDE YARD30' SIDE YARD30' SIDE YARDS 85°39'32" W 1579.72
'N 02°06'57" E 493.11'S
6
1
°
3
7
'
4
5
"

E

2
5
0
.
3
5
'
10'
B
U
I
L
D

S
E
T
B
A
C
K
WWWWWSANSANS
2" WATER
METER
1"- 11.25°+
45° BEND
2" GATE
VALVE
1" GATE VALVE
3" END
CAP
3"x2"
TAPPING
TEE
6" PVC SANITARY SEWER LATERAL
EXISTING MANHOLE
INV. = 328.07'
STREAM CROSSING
3"x1"
TAPPING
TEE
2" END CAP
1" WATER
METER
CLEANOUT (TYP)
X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXX(219) 9 x18
PARKING SPACES
INCLUDING 7 ADA SPACES
SPORTS FIELD SPORTS FIELD SPORTS FIELD
195'330'195'330'195'330'10'
R115'R36'
R200'
360'
10'
12' SPORTS
FIELD FENCING
12' SPORTS
FIELD FENCING
ADA SIGN
ADA CURB
RAMP
ADA CURB
RAMP
VAN
ACCESSIBLE
SIGN
R18'
R42'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R15'
R15'
R15'
R15'
R5'
R5'
R5'
R28'R5'
R5'
R20'
R10'
R10'
R5'
R5'R5'
15'
10'10'10'10'
6.5'
8'(219)
9
x
1
8
PARKI
N
G
S
P
A
C
E
S
INCLU
DI
N
G
7
A
D
A
S
P
A
C
E
S
24'
8'
5'
54'
18'
R30'
R30'
18'
TAPER
CURB
8
7
7
8
6
7 8
88
4 5 4
4
4
18
18
16
9
9
9
9
9
12
7
7
6 XXXX
X
X
XXXXXX
6'
32'32'
6' WIDE DOUBLE
SWING GATE
6' WIDE DOUBLE
SWING GATE
6' WIDE DOUBLE
SWING GATE
3' WIDE
SWING GATE
3' WIDE
SWING GATE
WASTE
RECEPTACLE,
TYP.
24'
24'
24'
R25'
MODULAR BLOCK
RETAINING WALL
WITH RAILING33 BIKE RACKS
TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPSPOR
T
S
FI
E
L
D
RESTROOM
FACILITY (600 SF) &
SHELTER (600 SF)
WASTE
RECEPTACLE,
TYP.
R25'
R50'
R160'
R155'
10'
669'
350'
10'
10'
10'
R36'
6' GRAVEL
WALKWAY
6' GRAVEL
WALKWAY
6" ABC STONE
OVER FILTER
FABRIC
6" ABC STONE
OVER FILTER
FABRIC
BIO RETENTION
BASIN
WET DETENTION
BASINSANSANSANSAN
SAN
SAN
S
S
S
SSMH
RIM ELEV. = 339.63'
INV. IN = 326.71'
INV. OUT = 326.63'
SSMH
RIM ELEV. = 340.80'
INV. IN = 328.05'
INV. OUT = 327.97'
SSMH
RIM ELEV. = 353.37'
INV. IN = 339.95'
INV. OUT = 339.87'30' S
IDE
YARD
S 87°42'14" E
118.33'S 55°38
'21
"
E
428
.27
'
S
KOR-N-TEE
CONNECTION TO
EXISTING MANHOLE
INV. = 328.07'
PAVEMENT HATCHING LEGEND
LIGHT DUTY PAVEMENT
GRAVEL
CONCRETE SIDEWALK
MILL & OVERLAY
0
SCALE 1"=40'
80'40'SITE & UTILITY PLANC3.1SEE SHEET C-3.1JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NAD 83MATCH LINESEE SHEET C-3.1
MATCH LINE
INSET A
INSET A
MATCH LINE
0
SCALE 1"=40'
80'40'NAD 83GRAVEL VERGE
WITH WHEEL STOP
XXXXXXX
X
X
XXXXXXXX
X
X
X
X
T
PTP
TPTPTPTPTPTPTP
TP
TP
TP
TPTPTPTPTPTPWWWWWWW
W
W
W
WWWWWWW
W
370369371372373374369
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT
840.14
DROP
INLET
NCDOT 840.14
DROP INLET
NCDOT
840.14
DROP
INLET
NCDOT
840.14
DROP
INLET
FLARED
END
SECTION
FLARED
END
SECTION
FLARED
END
SECTION
FLARED END
SECTION
FLARED
END
SECTION
FLARED
END
SECTION
RIP
RAP
RIP RAP
RIP
RAP
RIP
RAP
RIP
RAP
RIP
RAP
NCDOT 840.14
DROP INLET
147.55
'
OF
15
"
RCP
115.70' OF 72" RCP
60.49' OF 15" RCP
103.92' OF 15" RCP
79.55' OF 15" RCP 66.60
'
OF
15"
RCP
94.00'
O
F
1
5
"
R
C
P
113.38' OF 15" RCP
40.49' OF
1
5
"

R
C
P
15" PVC
PIPE
15" PVC PIPE
15" PVC PIPE
15" PVC PIPE
T/W
355.46
B/W
352.00
T/W
357.6
B/W
352.00
T/W
351.97
B/W
351.50
T/W
360.25
B/W
357.50
20'20'20'20'340340345345345
350
355
360
365337337338338339339341341342342343343343344344344346346346347348349351352353354
356
357
358
359
361
362
363
364
366
360
358
359
361
362
363
360
355
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)364363363FLARED END
SECTION
RIP RAP
74.73' OF 15" RCP
67.93' OF 15" RCPT/W
358.00
B/W
357.00
CONCRETE
RISER
6" CLEANOUT
(TYP.)
6" PVC (TYP.)
RIP RAP
FLARED END
SECTION
NCDOT 840.14
DROP INLET
88.25' OF 15" RCP 4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
66.86'
O
F
1
5"
R
C
P
22.52' OF
15" RCP
335
340
345
350
355
360
332
333
334
336
337
338
339
341
342
343
344
346
347
348
349
35
1
352
353
354
356
357
358
359
361
362
363
3
5
0
355360364 346345 343341
330
335
335
3303253
2
5
33
0
33
5
330
335
350355360365
370 365363364366367368380
3693693863
4
5
3
5
0
3
5
5
330
335
3
4
0 345350BIO RETENTION
CELL
HOOVER ROADT UGTSANSANSANSANSANSANSANSANSANSANUGTUGTUGTUGTUGTUGTSANSANSANSANGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTBLOCK WALL
CONCRETE SIDEWALKWETLANDSWETLANDS
WETLANDSS
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN SAN SAN
SAN
SA
N
SA
N
SA
N
S
A
N
S
S
S
S
S
S
S
S
S
S
SCONCRETE SIDEWALKOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
50' NEUSE BUFFER
100' F/J-B BUFFE
R
50'
N
E
U
S
E

B
U
F
F
E
R
10
0
'

F
/
J
-
B

B
U
F
F
E
R
30' SID
E

Y
A
R
D
20' SID
E

Y
A
R
D40' STREET YARD30' SIDE YARD50'
NEUSE
BUFFER100'
F
/J
-B
BUFFER
10' BUILD SETBA
C
K
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----
C4.0 GRADING & DRAINAGE PLANNAD 830
SCALE 1"=40'
80'40'
X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
XXXXXX
TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPWWWWW SANSANS
EXISTING MANHOLE
INV. = 328.07'370369371372373374370
37
0
369
D
D
BERM
BERM
NCDOT 840.14
DROP INLET
NCDOT 840.52
PRECAST
MANHOLE
FLARED END
SECTION
FLARED
END
SECTION
CONCRETE
RISER
BIORETENTION
CELL
WET
POND
NCDOT 840.52
PRECAST
MANHOLE
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT 840.02
CONCRETE
CATCH BASIN
NCDOT
840.14
DROP
INLET
NCDOT 840.14
DROP INLET
NCDOT
840.14
DROP
INLET
NCDOT
840.14
DROP
INLET
FLARED
END
SECTION
FLARED
END
SECTION
FLARED END
SECTION
FLARED END
SECTION
RIP
RAP
RIP
RAP
RIP
RAP
RIP RAP
RIP
RAP
RIP
RAP
24" NYLOPLAST
JUNCTION BOX
CONCRETE
RISER
NCDOT 840.14
DROP INLET
NCDOT 840.14
DROP INLET
147.55
'
OF
15
"
RCP
103.92' OF 15" RCP
79.55' OF 15" RCP 66.60
'
OF
15"
RCP
94.00'
O
F
1
5
"
R
C
P
53.25' OF
15" RCP
76.26
'

O
F

1
5
"

R
C
P
113.38' OF 15" RCP
86.63' OF 15" RCP
104.74' OF
1
5
"

R
C
P
40.49' OF
1
5
"

R
C
P
16.47' OF 15" RCP
101.63' OF 15" RCP51.01' OF 15" RCP
15" PVC
PIPE
DD D D
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
39.24' OF 15" PVC
220.23' OF 15" PVC230.14' OF 15" PVC231.03' OF 15" PVC
(4)18"
NYLOPLAST
CATCH BASIN
T/W
349.00
B/W
348.73
T/W
363.0
B/W
349.77
T/W
353.00
B/W
351.2120'20'20'370370370367368368368369371371372372372
365
362
363
364
366
368
365
(342.5 LF)12"
PERFORATED
FRENCH DRAIN
1
4% SLOPE MIN.
(SEE SHEET
C5.1)
(342.5 LF)12"
PERFORATED
FRENCH DRAIN
1
4% SLOPE MIN.
(4)18"
NYLOPLAST
CATCH BASIN
(4)18"
NYLOPLAST
CATCH BASIN
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
4" PERFORATED
FRENCH DRAIN
(SEE SHEET C5.1)
(342.5 LF)12"
PERFORATED
FRENCH DRAIN
1
4% SLOPE MIN.
24" NYLOPLAST
JUNCTION BOX
24" NYLOPLAST
JUNCTION BOX
24" NYLOPLAST
JUNCTION BOX
4" SMOOTH
WALL PIPE
4" SMOOTH
WALL PIPE
4" SMOOTH
WALL PIPE 4" SMOOTH
WALL PIPE
4" SMOOTH
WALL PIPE
4" SMOOTH
WALL PIPE3643633636" CLEANOUT (TYP.)
6" PVC (TYP.)
8" PVC88.25' OF 15" RCP66.86'
O
F
1
5"
R
C
P
22.52' OF
15" RCP
369355360365
370
350
355
360
365
370
375
380
365365
370
375
380 365360
365365355360365365363364366367368370370
369
368
380
375
380
370
3703
6
9 371372369369386372
350355360365LIMITS OF TOPOGRAPHIC SURVEY
BY TIMMONS GROUP. GIS BEYOND.
WE
T
L
A
N
D
S
WETLANDSWETLANDSWETLANDS
INTERMITTENT STREAM
(TYP.)
PERENNIAL STREAM
(TYP.)
50'

N
E
U
S
E

B
U
F
F
E
R
100'

F
/
J
-
B

B
U
F
F
E
R
30' SIDE YARD30' SIDE YARD30' SIDE YARD10'
B
U
I
L
D

S
E
T
B
A
C
K
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----
C4.1 GRADING & DRAINAGE PLANNAD 830
SCALE 1"=40'
80'40'
SCALE:
NTS
DETAIL NO.
ST-8.0
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
CURB AND GUTTER
DURHAM
CITY OF MEDICINE
1869
REVISION DATE:
12/07/2009
DURHAM
CITY OF MEDICINE
1869
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
REVISION DATE:
9/24/2010
SCALE:
NTS
DETAIL NO.
ST-11.6
CURB CUT RAMP
TRANSITION POINTS
”
”
”
DURHAM
CITY OF MEDICINE
1869
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
SINGLE CURB CUT RAMP
ECCENTRIC FROM MID-POINT OF RADIUSREVISION DATE:
9/24/2010
SCALE:
NONE
DETAIL NO.
ST-11.4
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.0
24"
WHITE REFLECTIVE STOP BAR
REFER TO MUTCD 3A.02 FOR STANDARD
APPLICATION & MUTCD 3A.03 FOR
MATERIALS FLOW OFTRAFFICFLOW OFTRAFFICWHITE
REFLECTIVE
STOP BAR
CURB &
GUTTER
WHITE LEGEND RED BACKGROUND
DRIVE
LANE
WIDTH
24"
GENERAL SIGNAGE AND STRIPING NOTES
1.ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE
MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND AMENDMENTS
AND SUPPLEMENTS THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY
STANDARDS.
C. THE INTERNATIONAL FIRE CODE.
2.SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD
TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1
ABOVE.
3.PROVIDE ALL SIGNS, SIGN POSTS AND PAVEMENT MARKINGS.
4.REFER TO SPECIFICATIONS FOR SIGN QUALITY AND ADDITIONAL
INSTALLATION REQUIREMENTS.
6'-0"5' MIN
17'-0"
6'-0"
6" CURB
6" DROP
IN 6'IN 6'
6" DROP
2%6" CURB
2%6" DROP
IN 6'IN 6'
6" DROP
6'-0"6'-6"STANDARD FOR VAN ACCESSIBIE PARKING DETAIL
NOT TO SCALE
TRAFFIC WHITE
12" STRIPE PAINTED6'-6"WALKWAY
PARKING SIGN
24"
TRAFFIC WHITE
4" STRIPE PAINTED
16.00'
8.00'
16.00'
8.00'8.00'
TYPE R7-8 RESERVED
17'-0"
6'-0"5' MIN
8.00'
TRAFFIC WHITE
12" STRIPE PAINTED
24"
13.00'
13.00'
5.00'8.00'
4" STRIPE PAINTED
TRAFFIC WHITE
ACCESSIBIE PARKING DETAIL (NON-VAN)
NOT TO SCALE
TYPE R7-8 RESERVED
PARKING SIGN
VAN ACCESSIBLE SIGN
AS SHOWN ON PLANS
12"
VAN
ACCESSIBLE
RESERVED
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37.6
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
PARKING R7-8a
COLORS18"WHITE SYMBOL ON BLUE BACKGROUND
SIGN R7-8D
LEGEND & BORDER - GREEN
BACKGROUND - WHITE$250
GS 20-37.6
PENALTY
MAXIMUM
COLORS
NOT TO SCALE
HANDICAP ACCESSIBILITY SIGNS9"60" or 84"BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 18-IN
SIDEWALKS MUST BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE
DEEP x 8-IN DIA. CONCRETE FOOTING. SIGNS MOUNTED ADJACENT TO
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM1.
TO THE BOTTOM OF SIGN.
TRAFFIC CONTROL NOTES
2.
R7-1 12"x18"
SIZE
ACCESSIBLE PARKING
MUTCD STD.
ALL PAVMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
SIGN
MARKING
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
PARKING SPACE 4-IN
NCDOT STD.SIZE COLOR
WHT.-
4-INCROSSWALK WHT.1205.07
HANDICAP PARKING DETAIL
NO SCALE
STOP SIGN (24"X24")-MUTCD R1-1
NO SCALE
STOP BAR (24" WIDTH)-MUTCD 3B.16
NO SCALEPRECAST BUMPER BLOCK
NO SCALE
7-1/2"
5"
ANCHOR WITH 5 8" REBAR
IMBEDDED 24" IN GROUND
(2 PER WHEEL STOP)
6'-0" LENGTH
COMPACTED
SUBGRADE
4"
1"
MIN.
EXPANSION JOINT
1/4" TOOLED
RADIUS (TYP.)
COMPACTED
SUBGRADE
4"
1/4" TOOLED
RADIUS (TYP.)
3/4"
1/2" PREMOLDED
EXP. JT. MATERIAL
WITH SEALANT
NOTE:
LOCATE EXP.
JOINTS @ 30' (TYP.)
OR AS INDICATED
ON PLAN
NOTE:
LOCATE CONTROL JOINTS @ A
DISTANCE EQUAL TO WIDTH OF
WALK OR AS INDICATED ON PLAN.
A.A CONTROL JOINT 1" DEEP WITH 1/4" RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT EQUAL SPACES AS DELINEATED ON SITE
LAYOUT PLAN. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
LOCATIONS SHOWN ON SITE LAYOUT PLAN. A 1/2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID
STRUCTURE. A SAWED SCORE JOINT MAY BE USED IN LEIU OF
EXPANSION JOINT EXCEPT AGAINST RIGID STRUCTURES.
B.ALL CONCRETE TO BE AT LEAST 3000 P.S.I. IN 28 DAYS.
C.INSTALL1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CURB
AND GUTTER.
D.CROSS SLOPE OF SIDEWALKS SHALL NOT EXCEED 2.0%.
1/2" EXPANSION JOINT AGAINST
ALL RIGID STRUCTURES (SEALED)
MAX. 2.0% CROSS SLOPE
4" CONCRETE
SIDEWALK
RIGID
STRUCTURE
CONTROL JOINT
CONCRETE SIDWALK
NO SCALE
3" S-9.5B
8" ABC STONE
DENOTES ASPHALT PAVEMENT ON PLANS
ASPHALT PAVEMENT
NO SCALE
SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
4" PERFORATED FRENCH DRAIN
NO SCALE
4" PERFORATED
UNDERDRAIN
#57 STONE
WRAPPED IN FABRIC
12"
6" TOPSOIL
SOD
COMPACTED
SUBGRADE
PAVEMENT
SECTION
STONE BASE
8"
GRAVEL VERGE
(REFER TO DETAIL
ON C-700)
12"
#57 STONE
COMPACTED SUBGRADE
#57 STONE
SOD (WIDTH VARIES)
PLAN VIEW
PROFILE VIEW
FILTER FABRIC
6"
12"
12"
PAVEMENT/EDGE
PAVEMENT/
EDGE
PROTECTION
PROTECTION
GRAVEL VERGE
NO SCALE
RIBBON CURB
NO SCALE
12" PERFORATED FRENCH DRAIN
NO SCALE
12" PERFORATED
UNDERDRAIN
#57 STONE
WRAPPED IN FABRIC
30"
SOD
12"
24"
6" TOPSOIL
15" PERFORATED FRENCH DRAIN
NO SCALE
15" PERFORATED
UNDERDRAIN
#57 STONE
WRAPPED IN FABRIC
30"
SOD
24"
6" TOPSOIL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.2
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.3
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.4
*REFER TO BACKSIDE WET TAP DETAIL
ON C5.7
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.6
EXISTING ROADWAY
EX. TRANSMISSION
MAIN PIPE
EX. 8" WATER MAIN
8"x8"
TAPPING SLEEVE
& VALVE
(4) 8" 45° MJ
FITTINGS
8" DIP WATER MAIN
18" MIN.
NOTE: THRUST BLOCKING NOT SHOWN FOR
CLARITY. INSTALL BLOCKING AS DIRECTED
BY UTILITY PLANS AND SPECIFICATIONS.
BACKSIDE WET-TAP DETAIL
APPROX. 6'
60" MIN. COVER
NOT TO SCALE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NOTES & DETAILSC5.7
QUE ROB
(13)BET NIG
(8)QOU NUT (7)PIS CHI
(4)QUE ROB
WWWWWWW
W
W
W
WWWWWWW
W
XXXXXXX
X
X
XXXXXXXX
X
X
X
X
T
PTP
TPTPTPTPTPTPTP
TP
TP
TP
TPTPTPTPTPTPSPOR
T
S
FI
E
L
D
T UGTSANSANSANSANSANSANSANSANSANSANWWUGTUGTUGTUGTUGTUGTSANSANSANSANGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTBLOCK WALL
CONCRETE SIDEWALKWETLANDSWETLANDS
WETLANDSS
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN SAN SAN
SAN
SA
N
SA
N
SA
N
S
A
N
S
S
S
S
S
S
S
S
S
S
S
EXISTING 30' CITY OF
DURHAM SANITARY SEWER
EASEMENT
PB 131 PG 192
HOOVER ROAD60' PUBLIC R/WPB 127 PG 83CONCRETE SIDEWALKOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
50' NEUSE BUFFER
100' F/J-B BUFFE
R
50'
N
E
U
S
E

B
U
F
F
E
R
10
0
'

F
/
J
-
B

B
U
F
F
E
R
30' SID
E

Y
A
R
D
20' SID
E

Y
A
R
D40' STREET YARD30' SIDE YARDWWWWWWWWWWWWS 73°32
'
0
4
"

W

6
1
1
.
5
2

T
O

E
I
PN 01°55'14" E 374.53'RLY RU
T
H

A
M
A
N
D
A

B
R
O
W
N
NOW/FO
R
M
E
R
L
Y

L
I
N
Z
Y

B
.

C
H
A
S
E
PLAT B
O
O
K

2
3

P
A
G
E

1
9
6
DEED B
O
O
K

1
6
4
3

P
A
G
E

2
3 NOW/FO GLORIA DEED BO
S 87°42'14" E
118.33'
135
.49
'N 27
°33
'11
"
W50'
NEUSE
BUFFER100'
F
/J
-B
BUFFER
EXISTING 25' CITY OF
DURHAM SANITARY
SEWER EASEMENT
PB 127 PG 83
10' BUILD SETBA
C
K
0
SCALE 1"=40'
80'40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NAD 83MATCH LINE
SEE SHEET L1.1
MATCH LINESEE SHEET L1.1LANDSCAPE PLANL1.0
(9)ABE ROS
(8)CEP PRO
(1)CHI VIR
(2)MAG MOO
(1)ACE RUB
(11)QUE ROB
(13)BET NIG
(8)QOU NUT (7)PIS CHI
(4)COR CLO
(2)QUE PHE
(7)JUN VIR
(26)ABE ROS
(27)BUX MIC
(2)ACE SUG
(1)PIN TAE (2)QUE PHE
(33)BUX MIC
(4)COR CLO
(6)JUN VIR(2)ACE SUG
(1)PIN TAE
(26)ABE ROSWWWWWSANSANS
X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
XXXXXX
TP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP30.74'
76.27'
88.73'
SPORTS FIELD SPORTS FIELD SPORTS FIELD
RESTROOM
FACILITY & SHELTER
SPOR
T
S
FI
E
L
D
WE
T
L
A
N
D
S
WETLANDSWETLANDSWETLANDS
INTERMITTENT STREAM
(TYP.)
PERENNIAL STREAM
(TYP.)
50'

N
E
U
S
E

B
U
F
F
E
R
10
0
'

F
/
J
-
B

B
U
F
F
E
R
30' SIDE YARD30' SIDE YARD30' SIDE YARDLIMITS OF TOPOGRAPHIC SURVEY
BY TIMMONS GROUP. GIS BEYOND.
S 85°39'32" W 1579.72
'N 02°06'57" E 493.11'S
6
1
°
3
7
'
4
5
"

E

2
5
0
.
3
5
'
10'
B
U
I
L
D

S
E
T
B
A
C
K
0
SCALE 1"=40'
80'40'LANDSCAPE PLANL1.1SEE SHEET C-3.1JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----NAD 83MATCH LINESEE SHEET L1.0
MATCH LINE
30' LANDSCAPE BUFFER
REQUIREMENTS MET THROUGH
EXISTING VEGETATION OR WITH
PROPOSED PLANTINGS AS NOTED
VEHICULAR USE AREA (VUA) LANDSCAPING:
Landscaping Within VUA Calculations:
One 2" cal. canopy tree per 2,000 SF of VUA.
84,348 SF / 2,000 = 42.17 = 43 Shrubs required / 43 provided
Project site is exempt from VUA shrub requirement per UDO 5.3.3.H.
PROJECT BOUNDARY BUFFER:
A 30' vegetated buffer is required along the southern property edge. Existing
vegetation meets the requirements of the UDO. Where existing vegetation is
insufficient, additional plantings are proposed at the following rates, per 100
linear feet:
30' / 0.6 Buffer Alternative 1
6 Deciduous canopy trees
1 Evergreen canopy tree
4 Deciduous understory trees
9 Evergreen understory trees
70 Shrubs
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEJ. LEWIS
B. HALL
B. HALL
05/21/2019
HOOVER ROADDURHAM COUNTY - NC42811
----
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS FIELD4 REMARKS
ACE RUB 1 ACER RUBRUM `RED SUNSET`RED MAPLE 2.5" CAL B&B
ACE SUG 4 ACER SACCHARUM SUGAR MAPLE 2.5" CAL.
BET NIG 13 BETULA NIGRA `DURAHEAT`RIVER BIRCH 10` HT B&B 3-5 STEM ONLY
CHI VIR 1 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 8` HT B&B
COR CLO 8 CORNUS FLORIDA `CLOUD NINE`CLOUD NINE EASTERN DOGWOOD 2.5" CAL.B&B 100
JUN VIR 13 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 5` HT.B&B
MAG MOO 2 MAGNOLIA VIRGINIANA `MOON GLOW`SWEET BAY 8` HT.B&B
PIN TAE 2 PINUS TAEDA LOBLOLLY PINE 7`-8` HT.B&B NATIVE
PIS CHI 7 PISTACIA CHINENSIS CHINESE PISTACHE 2.5" CAL.B&B
QOU NUT 8 QUERCUS NUTTALLII NUTTALL OAK 2.5" CAL.B&B
QUE PHE 4 QUERCUS PHELLOS WILLOW OAK 2.5" CAL.B&B
QUE ROB 15 QUERCUS ROBUR ENGLISH OAK 2.5" CAL.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS REMARKS
ABE ROS 61 ABELIA X `ROSE CREEK`ROSE CREEK ABELIA 24" HT/SPRD CONTAINER 3` O.C.
BUX MIC 60 BUXUS MICROPHYLLA KOREANA KOREAN BOXWOOD 24" HT/SPRD CONTAINER 3` O.C.
CEP PRO 8 CEPHALOTAXUS HARRINGTONIA PROSTRATA PROSTRATE PLUM YEW 42" HT.
PLANT SCHEDULE
TREE PROTECTION FENCE - CITY OF DURHAM
NTS3
3102-07
TREE PLANTING - CITY OF DURHAM
NTS1
329302-05
SHRUB PLANTING - CITY OF DURHAM
NTS2
329302-06
MAINTENANCE PLAN:
The owners of the property and their agents, heirs, or assigns shall be responsible for the
installation, preservation and maintenance of all planting and physical features shown on
this plan. The owners shall be responsible for annual maintenance of the vegetation to
include, but not limited to:
a.Fertilization: Fertilization lawn areas twice per year (once in early March and once in
mid-September) per soil tests.
b.Pruning: Pruning of trees shall be limited to removal of dead branches or the removal of
branches for the first 8' in order to maintain clear sight lines and to enhance safety. The
pruning of shrubs shall be limited to maintaining the natural shape of the plant and the
removal of dead wood.
c.Mulching: Mulching shall be maintained at 2-3" depth in plant beds and reapplied every 2
years or as needed.
d. Protection of the root zones from equipment, construction and related materials. Heavy
equipment and vehicles shall be kept out of established plant beds.
e.Watering: Plants are to be regulary watered for the first 6 months. Once established
manual watering is not to occur unless the health of the plant is threatened by lack of
rainfall.
Failure to maintain all plantings in accordance with this plan my constitute a violation of the
Land Development Ordinance and may result in fines.
GENERAL PLANTING NOTES:
1.All plant materials to comply with American Standard for Nursery Stock
ANSI.Z60
2.Substitutions of plant materials specified can only occur with prior approval by
Landscape Architect.
3.Contractor engaged in landscape implementation shall be a landscape contractor
registered in the state of North Carolina.
4.Perform soil test in all new plant beds and amend soils as recommended.
5.Install plants and mulch plant beds with 3" shredded hardwood mulch.
6.All trees to be installed between October 1 and March 31.
7.Contractor to guarantee plant materials for a one year period following
substantial completion.
8.Areas damaged by activities of contractor shall be re-established to
pre-disturbance condition at no additional cost to the owner.
9.Use herbicides, pesticides, and fertilizer in a manner consistent with the federal
insecticide, fungicide, and rodenticide act and in accordance with label
restrictions.
10.Contractor shall protect any existing planting not involved in new construction.
11.Contractor shall insure that all plant material is free of fire ants prior to
installation.
12.Landscape Architect / Owner shall approve placement of trees prior to planting.
13.Canopy trees shall be planted at least 18 feet apart.
14.Deciduous understory trees shall be planted at least 12 feet apart.
15.The spacing between canopy and deciduous understory trees shall be at least 6
feet.LANDSCAPE DETAILSL1.2
PROJECT SUMMARYNot to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Clayton Cudworth • File #197893A • 13-Mar-19Hoover Road Park SoccerDurham,NCh Sem Pole / Fixture SummaryPole IDPole HeightMtg HeightFixture QtyLuminaire TypeLoadCircuitS1-S270'70'5TLC-LED-15007.50 kWAS3-S470'70'5TLC-LED-15007.50 kWB70'5TLC-LED-15007.50 kWAS5-S670'70'5TLC-LED-15007.50 kWC70'5TLC-LED-15007.50 kWBS7-S870'70'5TLC-LED-15007.50 kWCS9-S1270'70'6TLC-LED-15009.00 kWD1284126.00 kW Circuit SummaryCircuitDescriptionLoadFixture QtyASoccer 130.0 kW20BSoccer 230.0 kW20CSoccer 330.0 kW20DSoccer 436.0 kW24 Fixture Type SummaryTypeSourceWattageLumensL90L80L70QuantityTLC-LED-1500LED 5700K - 75 CRI1500W156,100>81,000>81,000>81,00084h evel Summar Calculation Grid SummaryIlluminationGrid NameCalculation MetricAveMinMaxMax/MinAve/MinCircuitsFixture QtyBlanket GridHorizontal Illuminance8.330480.00A,B,C,D84Soccer 1Horizontal Illuminance34.525441.741.38A20Soccer 2Horizontal Illuminance34.424471.961.43B20Soccer 3Horizontal Illuminance34.125431.691.36C20Soccer 4Horizontal Illuminance34.926451.771.34D24
IUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Clayton Cudworth • File #197893A • 13-Mar-19253836343638262843373437434429393330333936393633303336393037343034372929383230323829293832303238292937343034372937363330333639283933303339364043373437434427383634363826113'116'113'116'113'116'113'116'S2S3S4S1SCALE IN FEET 1 : 500'50'100'EQUIPMENT IST FOR AREAS SHOWNPoleumareQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2S1-S270'-70'TLC-LED-15005502S3-S470'-70'TLC-LED-150010554TOTALS302010t0,0fptHoover Road Park SoccerDurham,NCGRID SUMMARYName: Soccer 1Sz: 330'x200'Spg: 30.0'x30.0'Hght: 3.0'bgILLUMINATION SUMMARYMAINTAINEDHORIZONTALFOOTCANDLESEGuaranteed Average:30SAg: 34.45Mxu: 44Mu: 25Ag/M: 1.37Guaranteed Max / Min:2Mx/M: 1.74Ujtpt: 1.67CU: 0.82N.ft: 84LUMINAIREINFORMATIONC/CRI: 5700K-75CRILuOutput: 156,100uNo. of Luminaires: 20TtL: 30.0kWLuMtLuTyp L90hL80hL70hTLC-LED-1500 >81,000>81,000>81,000RptpTM-21-11.Suthtft.Guaranteed Performance:ThILLUMINATIONbbgutpyuMuWtyutu0.95tpft.Field Measurements:Iufiutyyfput-utphubtkwthIESNAR-6-15.Electrical System Requirements:RftApgDwCht/th"Musco Control System Summary"ftzg.Installaon Requirements:Rutu±3%tgtfthtututwth3ft1fg.
ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy:CytCuwth•F#197893A•13-M-19263936313639283943373236434727383329323732413835303337382939363135372927383129313727273831303138282939363236393041383530353841273833303238283943373337433526393632353724113'116'113'113'115'118'113'116'S6S5S3S4SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPoleLuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS4S3-S670'-70'TLC-LED-150010554TOTALS402020t0,0fptHoover Road Park SoccerDurham,NCGRID SUMMARYName: Soccer 2Sz: 330'x200'Spg: 30.0'x30.0'Hght: 3.0'bgILLUMINATION SUMMARYMAINTAINEDHORIZONTALFOOTCANDLESEGuaranteed Average:30SAg: 34.40Mxu: 47Mu: 24Ag/M: 1.43Guaranteed Max / Min:2Mx/M: 1.96Ujtpt: 1.70CU: 0.82N.ft: 84LUMINAIREINFORMATIONC/CRI: 5700K-75CRILuOutput: 156,100uNo. of Luminaires: 20TtL: 30.0kWLuMtLuTyp L90hL80hL70hTLC-LED-1500 >81,000>81,000>81,000RptpTM-21-11.Suthtft.Guaranteed Performance:ThILLUMINATIONbbgutpyuMuWtyutu0.95tpft.Field Measurements:Iufiutyyfput-utphubtkwthIESNAR-6-15.Electrical System Requirements:RftApgDwCht/th"Musco Control System Summary"ftzg.Installaon Requirements:Rutu±3%tgtfthtututwth3ft1fg.
ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy:CytCuwth•F#197893A•13-M-19273632303236274341383438413536393531343930373735323436352836363335352728383231313727283832313137282836363235362937373531343636363935313338324341383437403727363229313425115'114'113'116'113'116'113'117'S7S8S6S5SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPoleLuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2S5-S670'-70'TLC-LED-150010552S7-S870'-70'TLC-LED-15005504TOTALS302010t0,0fptHoover Road Park SoccerDurham,NCGRID SUMMARYName: Soccer 3Sz: 330'x200'Spg: 30.0'x30.0'Hght: 3.0'bgILLUMINATION SUMMARYMAINTAINEDHORIZONTALFOOTCANDLESEGuaranteed Average:30SAg: 34.05Mxu: 43Mu: 25Ag/M: 1.34Guaranteed Max / Min:2Mx/M: 1.69Ujtpt: 1.58CU: 0.81N.ft: 84LUMINAIREINFORMATIONC/CRI: 5700K-75CRILuOutput: 156,100uNo. of Luminaires: 20TtL: 30.0kWLuMtLuTyp L90hL80hL70hTLC-LED-1500 >81,000>81,000>81,000RptpTM-21-11.Suthtft.Guaranteed Performance:ThILLUMINATIONbbgutpyuMuWtyutu0.95tpft.Field Measurements:Iufiutyyfput-utphubtkwthIESNAR-6-15.Electrical System Requirements:RftApgDwCht/th"Musco Control System Summary"ftzg.Installaon Requirements:Rutu±3%tgtfthtututwth3ft1fg.
ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy:CytCuwth•F#197893A•13-M-19333835282835383343443930303944433244392929394432364540323240453636393429293439362833272626273328283327262627332836393429293439363645403232404536324439292939443243443930303944433338352828353833143'1 2 6 '142'1 2 6 '142'1 2 6 '143'1 2 6 'S12S9S11S10SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPoleLuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS4S9-S1270'-70'TLC-LED-15006604TOTALS24240t0,0fptHoover Road Park SoccerDurham,NCGRID SUMMARYName: Soccer 4Sz: 360'x225'Spg: 30.0'x30.0'Hght: 3.0'bgILLUMINATION SUMMARYMAINTAINEDHORIZONTALFOOTCANDLESEGuaranteed Average:30SAg: 34.92Mxu: 45Mu: 26Ag/M: 1.36Guaranteed Max / Min:2Mx/M: 1.77Ujtpt: 1.36CU: 0.80N.ft: 96LUMINAIREINFORMATIONC/CRI: 5700K-75CRILuOutput: 156,100uNo. of Luminaires: 24TtL: 36.0kWLuMtLuTyp L90hL80hL70hTLC-LED-1500 >81,000>81,000>81,000RptpTM-21-11.Suthtft.Guaranteed Performance:ThILLUMINATIONbbgutpyuMuWtyutu0.95tpft.Field Measurements:Iufiutyyfput-utphubtkwthIESNAR-6-15.Electrical System Requirements:RftApgDwCht/th"Musco Control System Summary"ftzg.Installaon Requirements:Rutu±3%tgtfthtututwth3ft1fg.
ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy:CytCuwth•F#197893A•13-M-19000000000000000000000000000000000000000000000000000000000000000000001000000000000000000000000000000000000232100000000000000000000000000001122471915941000000000000000000000000001235101622453220821000000000000000000000000136916293742444125103100000000000000000000000151220232837444641372813520000000000000000000001513172938363231363832292919831000000000000000000013144039444538282628312929343016720000000000000000000151835434341342725263035384240251021000000000000000000151528393431312826263242464246257200000000000000000001381729292832333029334141282815310000000000000000000014102332354143383330312611521000000000000000000000127183743444438261612731000000000000000000000000261632453626221263210000000000000000000000000131018322196321100000000000000000000000000013573111100000000000000000000000000000011100000000000000000010011222100110000000000000000000000012353766767544210000000000000000000000271733263323222223322732231031000000000000000000001315324642403639393737414637226100000000000000000000031334403434373433363534374120610000000000000000000013123135313030313131303034361851000000000000000000001312313732313231313232313536185100000000000000000000141434413635383736383536384221710000000000000000000013132944404436383738394246362061000000000000000000001271621153428272727361720251141000000000000000000001210254835453534333642404133186100000000000000000000031433443636393738393937394222710000000000000000000002102938323235323035353234371951000000000000000000000292634302931302932313031351851000000000000000000000210304033343733313637343541216100000000000000000000031332443840403939393940414225810000000000000000000002922432444363130324133273516510000000000000000000013920271828312727283622203016720000000000000000000013142941434234383838364243352411300000000000000000000031029423635373434353635363823820000000000000000000001823363331333230323231333418610000000000000000000002823363432343230333332343519610000000000000000000003102941363637353536363637402582000000000000000000000313274043433236363534434536251120000000000000000000002613251923201717172221212412510000000000000000000001123245454532321000000000000000000000000100011111000100000000000000000000000000000000000000000000000000000000000147'306'27'564'376'413'255'671'179'178'174'274'172'502'403'502'179'48'410'48'405'276'410'178'S12S9S11S10S2S6S7S8S3S4S5S1SCALE IN FEET 1 : 1500'150'300'EQUIPMENT LIST FOR AREAS SHOWNPoleLuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS4S1-S2S7-S870'-70'TLC-LED-15005504S3-S670'-70'TLC-LED-1500101004S9-S1270'-70'TLC-LED-150066012TOTALS84840t0,0fptHoover Road Park SoccerDurham,NCGRID SUMMARYName: Blanket GridSz: 1370'x1150'Spg: 30.0'x30.0'Hght: 3.0'bgILLUMINATION SUMMARYMAINTAINEDHORIZONTALFOOTCANDLESEScan Average:8.33Mxu: 48Mu: 0Ag/M: -Max / Min:-Ujtpt: 88.87CU: 0.99N.ft: 1748LUMINAIREINFORMATIONC/CRI: 5700K-75CRILuOutput: 156,100uNo. of Luminaires: 84TtL: 126.0kWLuMtLuTyp L90hL80hL70hTLC-LED-1500 >81,000>81,000>81,000RptpTM-21-11.Suthtft.Guaranteed Performance:ThILLUMINATIONbbgutpyuMuWtyutu0.95tpft.Field Measurements:Iufiutyyfput-utphubtkwthIESNAR-6-15.Electrical System Requirements:RftApgDwCht/th"Musco Control System Summary"ftzg.Installaon Requirements:Rutu±3%tgtfthtututwth3ft1fg.

APPENDIX E

ROY COOPER NORTH CAROLINA Environmental Quaftty Governor
MJCHAEL S. REGAN June 10, 2019 Secretary
TIM BAUMGARTNER
Director Rod Florence
City of Durham
101 City Hall Plaza
Durham, NC 27701
Project: Hoover Road Athletic Park
Expiration of Acceptance: 12/10/2019
County: Durham
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (OMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the OMS in­
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the OMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to OMS. Once OMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the OMS website.
Based on the information supplied by you in your request to use the OMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to OMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity (8-digit HUC)
Zone 1 Buffer 12,408
Neuse 03020201
Upper Falls Lake Zone 2 Buffer 10,413
Upon receipt of payment, OMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the OMS in-lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Parker Osterloh, agent
North Carolina Department of Envlrol'UllC'ntal Quality I DiVision of Mitigation Services
2J7 W.Jones Street I tt.52 Mail Servlc� Center I Raleigh, North Carol!na 27699· lbS2
<n.9.707.8976