SW5200201_Plan (Prop. Site)_20200413

EXISTING 60' PUBLIC R/WLEE STREETE
X
I
S
T
I
N
G

P
U
B
L
I
C

R
/
W
M
A
N
N

S
T
R
E
E
T
E
X
.

2
0
'

A
L
L
E
Y

O
R

S
T
R
E
E
T
(F
O
R
M
E
R
L
Y

M
A
N
N

S
T
R
E
E
T
)
P
B

7
0

P
G

3
0
4 EXISTING 66' PUBLIC R/W
ELM STREETEXISTING 66' PUBLIC R/WMARKET STREETE
X
I
S
T
I
N
G

6
6
'

P
U
B
L
I
C

R
/
W
B
R
O
C
K
L
Y
N

S
T
R
E
E
T
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXX
XXXXXXX
X
X
XXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X XXXXXXXXXXXXXXXXXXXN34°28'18"E642.01'S
5
5
°
1
5
'
3
3
"
E
30
0
.
4
1
'XFMRXFMRX XXXXXXXXXXN/F TOWN OF BENSON
DB 00060 PG 0185
PIN 153911-55-7124
XXXN/F STATE OF NORTH CAROLINA
DB 00572 PG 0584
PIN 153918-41-2350 SSWM
SSSSN
5
5
°
1
5
'
3
3
"
W
29
7
.
3
9
'N34°45'04"E642.00'N
5
5
°
1
5
'
3
3
"
W
62
9
.
4
9
'N34°45'04"E679.08'S34°43'27"W1237.44'X
X
XXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X XX XX
X XX XX
XXXX
X
X
X
X
XX
XX
XXXXXXXXXXXXX
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 XXX XXXXX XXXXXXXXXXXXXXXXXX
XXXXX
X
XX
XX
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXCBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXMEDIUM DUTY ASPHALT PAVEMENT
PAVEMENT LEGEND
HEAVY DUTY ASPHALT PATCH
CONCRETE SIDEWALK
TURF ATHLETIC & PLAY FIELDS
N
SCALE IN FEET
60'120'30'60'
SCALE: 1 IN = 60 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:LEE STREET ATHLETICCOMPLEX IMPROVEMENTSTOWN OF BENSONJOHNSTON COUNTY, NORTH CAROLINASHEET NUMBER:
2019-017SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC07-11-19103-12-2020PER NCDEQ EROSION CONTROL COMMENTS204-7-2020PER DWQ STORMWATER COMMENTSC-02 OVERALL SITE LAYOUTSITE PLAN LEGEND
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY LAMBERT SURVEYING, INC. (DATED APRIL 5, 2019) AND IS NOT THE RESULT OF A
FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED BY
SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, JOHNSTON COUNTY GIS DATA, AND OTHER DATA
SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720152800K DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY LAMBERT SURVEYING, INC. FOR HORIZONTAL AND
VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND THE TOWN OF BENSON.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE TOWN OF BENSON SIGN ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF WETLANDS, STREAMS, SURFACE
WATERS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF BENSON STANDARDS AND SPECIFICATIONS.
IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN
ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN
HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED
WAY, IF NO CURBING EXISTS.
MULTI-USE FIELDS
3.02 ACRES
PROPOSED ON-STREET
PARKING
EXISTING BASEBALL
FIELD 1
EXISTING BASEBALL
FIELD 2
PROPOSED LITTLE LEAGUE
FIELD 3
PROPOSED LITTLE LEAGUE
FIELD 4PROP. FIELD
HOUSE
SITE DATA TABLE
PHYSICAL ADDRESS:0 MARKET STREET
310 S. LEE STREET
JOHNSTON CO. PIN:153918-42-2201
153918-41-6945
PROPERTY AREA:4.59 ACRES (0 MARKET ST.)
18.46 ACRES (310 S. LEE ST.)
PROJECT AREA:6.86 ACRES +/-
23.05 ACRES TOTAL
ZONING DISTRICT:RA (0 MARKET ST.) & B-2 (310 S. LEE ST.)
OVERLAY DISTRICT:NONE
MAXIMUM BLDG HEIGHT:35 FEET
MAXIMUM BLDG COVERAGE:35% (RA DISTRICT) & 50% (B-2 DISTRICT)
MAXIMUM IMPERVIOUS AREA:50% (RA DISTRICT) & 75% (B-2 DISTRICT)
PERIMETER YARDS & SETBACKS:
RA DISTRICT (NON RESIDENTIAL USE):
STREET:35 FEET
SIDE YARD (INTERIOR):15 FEET
SIDE YARD (TOTAL):30 FEET
SIDE YARD (STREET):25 FEET
REAR:30 FEET
B-2 DISTRICT:
STREET YARD (MIN.):NONE
STREET YARD (MAX.):10 FEET
SIDE YARD (INTERIOR):30 FEET
SIDE YARD (STREET):30 FEET
REAR:20 FEET
PARKING REQUIREMENT, PER UDO:AS DIRECTED BY THE PLANNING DIRECTOR
PROPOSED USE:PARK/OPEN SPACE
OUTDOOR RECREATION
PARKING PROVIDED:48 PROPOSED SPACES
C-03
C-04
4" PORTLAND CEMENT
CONCRETE 3,000 PSI
SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
CONCRETE SIDEWALK PAVEMENT SECTION
NOT TO SCALE
2" SURFACE COURSE
NCDOT SUPERPAVE SF-9.5A
6" NCDOT CABC
STONE
SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
1.5" INTERMEDIATE
COURSE-SUPERPAVE I-19.0B
8" NCDOT CABC
STONE
SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
1.0" SURFACE COURSE
NCDOT SUPERPAVE SF-9.5A
MEDIUM DUTY ASPHALT PAVEMENT
NOT TO SCALE
HEAVY DUTY ASPHALT PAVEMENT
NOT TO SCALE
C-05
C-06
C-07
C-08
C-09 C-11
C-10 C-12
EX. 20' ALLEY OR STREET(FORMERLY MANN STREET)PB 70 PG 304EXISTING 66' PUBLIC R/W
ELM STREET
EXISTING 66' PUBLIC R/W
MARKET STREET
EXISTING 66' PUBLIC R/WBROCKLYN STREETXXXXXXXXXXXX
X
X
X
X
X
X X
XXXX
X X
X
X
X
X
XXX X
XXXXX XXXXXXX X X X X X X X X X X X X X X X X X X X
XXXXXXXXX X X X
X XS55°15'33"E300.41'N34°28'18"E 642.01'
PINE
PINE
PINE
OAK
OAK
PINE
PINE
PINE
PINE
PINE
PINE
PICNIC
SHELTER
PICNIC
SHELTER
PLAY AREA
ASPHALT
A
S
P
H
A
L
T

T
R
A
C
K
SS
S
N55°15'33"W297.39'N34°45'04"E 642.00'
N34°45'04"E 679.08'
MULTI-USE PLAY FIELDS
3.02 ACRES TOTAL
10.39'
(TYP.)
9'
(TYP.)
19.8'
(FROM F/C TO
END OF
STRIPING
60°
R3'
R8'R3'
R8'
R3'R8'R3'
R8'
TIE TO EX.
CURB & GUTTERMATCH EX. EDGE
OF PAVEMENT
10
7 9 11
19.53'
EX. PAVEMENT
TIE TO EX. EOP
4" WHITE PARKING
STALL STRIPING
(PAINTED)-TYP.
MEDIUM DUTY
ASPHALT PAVEMENT
(REFER TO DETAIL)
9'93.53'9'62.35'9'83.14'9'103.92'
EX. RIGHT-OF-WAY
268.23'
488.42'
EXISTING BASEBALL FIELD 1
EXISTING BASEBALL FIELD 2
10' LANDSCAPED
PARKING BUFFER
10' LANDSCAPED
PARKING BUFFER
12'
15.95'
12'
11
R8'
12.19'
103.92'
9'
5' R/W DEDICATION
5' R/W DEDICATION
R3'
FULL DEPTH HD
ASPHALT PATCH-REFER
TO GRADING PLAN
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXCBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXMEDIUM DUTY ASPHALT PAVEMENT
PAVEMENT LEGEND
HEAVY DUTY ASPHALT PATCH
CONCRETE SIDEWALK
TURF ATHLETIC & PLAY FIELDS
N30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:LEE STREET ATHLETICCOMPLEX IMPROVEMENTSTOWN OF BENSONJOHNSTON COUNTY, NORTH CAROLINASHEET NUMBER:
2019-017SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC07-11-19103-12-2020PER NCDEQ EROSION CONTROL COMMENTS204-7-2020PER DWQ STORMWATER COMMENTSC-03 PARTIAL SITE LAYOUT PLAN ISITE PLAN LEGEND
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT
PARCEL ARE COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY
LAMBERT SURVEYING, INC. (DATED APRIL 5, 2019) AND IS NOT THE RESULT OF
A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING
CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL
PHOTOGRAPHY, JOHNSTON COUNTY GIS DATA, AND OTHER DATA SOURCES
AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION
SEQUENCE BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION
OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY,
EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND
DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD
AREAS AS SHOWN ON FEMA FIRM 3720152800K DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY LAMBERT SURVEYING, INC.
FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY
CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED
OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND
UTILITY INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE
TOWN OF BENSON.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE TOWN OF BENSON SIGN
ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO
THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF
WETLANDS, STREAMS, SURFACE WATERS, RIPARIAN BUFFERS, OR OTHER
ENVIRONMENTALLY SENSITIVE AREAS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF BENSON STANDARDS AND SPECIFICATIONS.
IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN
ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN
HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED
WAY, IF NO CURBING EXISTS.
MATCHLINE REFER TO C-04
EXISTING 60' PUBLIC R/W
LEE STREETEXISTING PUBLIC R/WMANN STREETX X X X X X X X
X
X XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXX
XXXXXXX
X XXXXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X X X X
XFMR
XFMR
X
X X X
EX. DUGOUT EX. DUGOUTEX. DUGOUTEX. DUGOUTASPHALT TRACK
ASPHALT
CONC. S/W
CONC. S/WCONC. S/W
EX. CHAIN
LINK FENCE
EX. CHAIN LINK
FENCE
EX. CHAIN LINK
FENCE
WMS
S N55°15'33"W629.49'N55°15'33"W629.49'S34°43'27"W 1237.44'S34°43'27"W 1237.44'XXXXXX
XXXX X
X
XXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
XXX
XXXX
X
XXXXXX
X
X X X
X X X
X X X
XXXXXXXXX38.69'
6'
79.48'
8'
54.69'
8'
6'
53.4'
38.69'
38.69'
6'
8'72.76'
EX. BASKETBALL
COURT TO REMAIN
LITTLE LEAGUE BASEBALL FIELD 3
(REFER TO DETAIL)
LITTLE LEAGUE BASEBALL FIELD 4
(REFER TO DETAIL)
EXISTING BASEBALL FIELD 2
EXISTING BASEBALL FIELD 1
DUGOUT DUGOUT
DUGOUTDUGOUTPROPOSED
FIELD HOUSECONC. S/W CONC. S/W
CONC. S/W
EX. FENCE TO
REMAIN
EX. FENCE
TO REMAIN
CONNECT TO EX.
CONCRETE SIDEWALK
6' CHAIN LINK
FENCE
6' CHAIN LINK
FENCE
EX. OVERHEAD
LIGHT POLE TO REMAIN
10.43'
14.79'
3.54'
3.5'
EX. OVERHEAD LIGHT
POLE TO REMAIN-INSTALL
SIDEWALK AROUND POLE
BASE
14.59'
6' CHAIN LINK
FENCE
6' CHAIN LINK
FENCE
6' CHAIN LINK
FENCE
EX. CONCRETE
S/W
5.93'
EX. FENCE TO REMAIN
15'
185.36'
200'
182.61'
200'
15'
13.58'13.58'
13.58'
12' SWINGING GATE W/
LOCKING HASP (TWIN 6' LEAF)
12' SWINGING
GATE W/ LOCKING HASP
(TWIN 6' LEAF)
12' SWINGING GATE W/
LOCKING HASP (TWIN 6' LEAF)
30.27'30.27'
6' TALL CHAIN
LINK PROTECTIVE
FENCE
6' TALL CHAIN LINK
PROTECTIVE FENCE
20' TALL
CHAIN LINK BACKSTOP
(TYP.)XXXXXXXXXXXX
XX
X
X
X
X
X
X
X
X
X X X X
X X X X
X
X
X
X
X
X
X XXXXXXXXXXXXXXX17.4'
13.58'
8'
24.94'
8.79'8.79'
7.22'
EX. OH LIGHT
POLE (TO BE PRESERVED)
EX. OH LIGHT
POLE (TO BE PRESERVED)
FULL DEPTH HD
ASPHALT PATCH-REFER
TO UTILITY PLAN
FULL DEPTH HD
ASPHALT PATCH-REFER
TO UTILITYPLAN
X
XXX
6' CHAIN LINK
FENCE
TWIN 6' SWINGING
VEHICULAR GATES
W/ LOCKING HASP
PUMP
STATION
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXCBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXMEDIUM DUTY ASPHALT PAVEMENT
PAVEMENT LEGEND
HEAVY DUTY ASPHALT PATCH
CONCRETE SIDEWALK
TURF ATHLETIC & PLAY FIELDS
N30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:LEE STREET ATHLETICCOMPLEX IMPROVEMENTSTOWN OF BENSONJOHNSTON COUNTY, NORTH CAROLINASHEET NUMBER:
2019-017SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC07-11-19103-12-2020PER NCDEQ EROSION CONTROL COMMENTS204-7-2020PER DWQ STORMWATER COMMENTSC-04 PARTIAL SITE LAYOUT PLAN IISITE PLAN LEGEND
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY LAMBERT SURVEYING, INC. (DATED APRIL 5, 2019) AND IS NOT THE RESULT OF A
FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED BY
SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, JOHNSTON COUNTY GIS DATA, AND OTHER DATA
SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720152800K DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY LAMBERT SURVEYING, INC. FOR HORIZONTAL AND
VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND THE TOWN OF BENSON.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE TOWN OF BENSON SIGN ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF WETLANDS, STREAMS, SURFACE
WATERS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN
OF BENSON STANDARDS AND SPECIFICATIONS.
IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN
ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN
HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED
WAY, IF NO CURBING EXISTS.
MATCHLINE REFER TO C-03