Villas at Murrayville Fitness Center Conceptual Plan 2.12.2020TH
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DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
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SHEET NUMBER:
2019-037
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02/04/2020
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THE VILLAS AT MURRAYVILLE
FITNESS CENTER FACILITY
CAPE FEAR TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
Charles F. Riggs & Associates, Inc.
NC Firm License C-730
502 New Bridge Street
Jacksonville, NC 28541
910.455.0877
Contact: Mr. James Lewis, PLS
jameslewis@riggslandnc.com
Hawthorne Residential Partners
806 Green Valley Road, Suite 311
Greensboro, NC 27408
336.880.3484
Contact: Ms. Beverly Greear
bgreear@hrpliving.com
SITE CONSTRUCTION DRAWINGS
NEW HANOVER COUNTY REVIEW SET ISSUED FEBRUARY 4, 2019
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
NEW HANOVER COUNTY AND NCDEQ STANDARDS AND
SPECIFICATIONS.
C-00
CO
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Shipman Engineering, PLLC
NC License # P-1963
137 Middlegreen Place
Holly Springs, NC 27540
919.900.0006
Contact: Zak Shipman, PE
zak@shipmanengineering.com
CIVIL DRAWING INDEX:
COVER SHEET C-00
EXISTING CONDITIONS & TREE SURVEY C-01
Civil Engineer Land Surveyor Developer
SITE LAYOUT PLAN C-04
UTILITY PLAN C-05
GRADING AND DRAINAGE PLAN C-06
EROSION & SEDIMENT CONTROL PLAN C-07
LANDSCAPING PLAN L-01
NOTES AND DETAILS D-01
NOTES AND DETAILS D-02
NOTES AND DETAILS D-03
SURVEY DATUM INFORMATION
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NAVD88
SCALE: NTS
SITE
VICINITY MAP
CIVIL SERIES DRAWING ABBREVIATIONS:
@/-AT
AC-ACRE
AFG- ABOVE FINISHED GRADE
APPR-APPROXIMATE
ASSY-ASSEMBLY
B/C-BOTTOM OF CURB
BOC-BACK OF CURB
B/L-BASE LINE
BM-BOOK OF MAPS
BMP-BEST MANAGEMENT PRACTICE
BW-BOTTOM OF WALL
CB-CATCH BASIN
C&G-CURB AND GUTTER
C/L-CENTERLINE
CL-CLASS
CMP-CORRUGATED METAL PIPE
CO-CLEANOUT
COMM-COMMUNICATIONS
CONC-CONCRETE
CONN-CONNECTION
CY-CUBIC YARD
DB-DEED BOOK
DCV-DOUBLE CHECK VALVE
DDCV-DOUBLE DECTECTOR CHECK VALVE
DI-DROP INLET
DIP-DUCTILE IRON PIPE
DR-DRIVEWAY
MECH-MECHANICAL
MH-MANHOLE
MIN-MINIMUM
MJ-MECHANICAL JOINT
NIC-NOT IN CONTRACT
OHE-OVERHEAD ELECTRIC
OHP-OVERHEAD POWER
OHT-OVERHEAD TELEPHONE
PB-PLAT BOOK
PC-POINT OF CURVATURE
PED-PEDESTRIAN
PG-PAGE
PH-PHASE
PI-POINT OF INTERSECTION
PIV-POST INDICATOR VALVE
PKG-PARKING
P/L-PROPERTY LINE
PS-PUMP STATION
PT-POINT OF TANGENCY
PP-POWER POLE
PVC-POLYVINYL CHLORIDE
PVMT-PAVEMENT
PWR-POWER
R-RADIUS
RD-ROOF DRAIN
RJ-RESTRAINTED JOINT
RPZ-REDUCED PRESSURE ZONE
DS-DOWNSPOUT
EA-EACH
EIP-EXISTING IRON PIPE
ELEC-ELECTRICAL
E/P-EDGE OF PAVEMENT
EX-EXISTING
F/C-FACE OF CURB
FDC-FIRE DEPARTMENT CONNECTION
FFE-FINISHED FLOOR ELEVATION
FG-FINISHED GRADE
FH-FIRE HYDRANT
F/L-FLOW LINE
FM-FORCE MAIN
FT-FOOT
G-GAS
GND-GROUND
GV-GATE VALVE
HDPE-HIGH DENSITY POLYETHYLENE
HORIZ-HORIZONTAL
IN-INCHES
INV-INVERT
IP-IRON PIPE
IPS-IRON PIPE SET
L-LENGTH
LF-LINEAR FOOT
LP-LIGHT POLE
LS-LIFT STATION
R/W-RIGHT OF WAY
REQD-REQUIRED
RCP-REINFORCED CONCRETE PIPE
SAN-SANITARY SEWER
SDWK-SIDEWALK
SF-SQUARE FOOT
SPT-SPOT GRADE
SS-SANITARY SEWER
STA-STATION
STD-STANDARD
STM-STORM
STMH-STORM SEWER MANHOLE
SWM-STORMWATER MANAGEMENT
T-TELEPHONE
T/C-TOP OF CURB
TCM-TELEPHONE MANHOLE
TS&V-TAPPING SLEEVE AND VALVE
UGE-UNDERGROUND ELECTRIC
UNK-UNKNOWN
UP-UTILITY POLE
VAR-VARIABLE
VERT-VERTICAL
W/-WITH
WM-WATER METER
W/O-WITHOUT
W/L-WATERLINE
WSEL-WATER SERVICE ELEVATION
WV-WATER VALVE
SANITARY SEWER
EXISTING SANITARY SEWER
SANITARY SEWER MAIN
SEWER MANHOLE
CLEANOUT
EXISTING CLEANOUT
EX. SEWER MANHOLE
WATER
EXISTING WATER LINE
WATERLINE
PROPOSED WATER VALVE
POST INDICATOR VALVE (PIV)
EX. WATER METER
EX. VALVE
WATER METER
EX. FIRE HYDRANT
FIRE HYDRANT
REDUCER FITTING
PLUG FITTING
WATERLINE TEE
WATERLINE CROSS
FIRE DEPARTMENT CONNECTION (FDC)
WATERLINE BLOWOFF
EX. WELL CASING
NATURAL GAS
EX. GAS LINE
GAS LINE
EX. GAS VALVE
EX. GAS METER
MISCELLANEOUS UTILITIES
EX. LIGHT POLE
EX. LIGHT (WALL PACK)
PROPOSED LIGHT POLE
EX. UTILITY POLE
UTILITY POLE
EX. GUY WIRE
EX. ELECTRICAL METER
EX. OVERHEAD ELECTRIC LINE
PROPOSED OVERHEAD ELECTRIC LINE
EX. UNDERGROUND ELECTRIC LINE
PROPOSED UNDERGROUND ELECTRIC LINE
EX. TELEPHONE PEDESTAL
TELEPHONE PEDESTAL
EX. TELEPHONE MANHOLE
EX. OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
EX. OVERHEAD FIBER LINE
OVERHEAD FIBER LINE
EX. CABLE PEDESTAL
EX. OVERHEAD COMMUNICATIONS LINE
OVERHEAD COMMUNICATIONS LINE
EX. UNDERGROUND COMMUNICATIONS LINE
UNDERGROUND COMMUNICATIONS LINE
SITE DEVELOPMENT
EX. STORM SEWER PIPE
PROPOSED STORM SEWER
EX. STORM STRUCTURE
CATCH BASIN
DROP INLET
EX. STORM SEWER MANHOLE
STORM SEWER MANHOLE
EX. ROOF DRAIN LEADER
ROOF DRAIN LEADER
EX. ROOF DRAIN DOWNSPOUT
ROOF DRAIN DOWNSPOUT
EX. CURB AND GUTTER
CURB AND GUTTER
PROPERTY LINE
EXISTING PROPERTY LINE
EX. SHRUB
BENCHMARK AND/OR SURVEY
CONTROL MARKER
SOIL BORING LOCATION
LIMITS OF DISTURBANCE
EX. TREE
EX. FENCE
PROPOSED FENCE
EX. TOPOGRAPHIC CONTOUR
G
PROPOSED TOPOGRAPHIC CONTOUR
PROPOSED SPOT ELEVATION
EX. SIGN
SIGN
BOLLARD
PROPERTY MARKER/IRON PIPE
EX. SURVEY MONUMENT
W
W
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SAN
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RD
FG XXX
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OHP
UGP
UGP
T
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OHT
OHT
OFO
OFO
C
OHC
OHC
UGC
UGC
LEGEND
EX. OVERHEAD UTILITY LINE-MULTIPLE UTILITIES
OHU
TOTAL NUMBER OF SHEETS:15
DEMOLITION PLAN C-02
NOTES AND DETAILS D-04
NOTES AND DETAILS D-05
MURRAYVILLE RD.
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OVERALL SITE PROPERTY MAP C-03
SITE HYDROLOGY PLAN C-08
Planworx Architecture
5711 Six Forks Road Suite 100
Raleigh, NC 27609
919.424.1950
Contact: Mr. Ken Braswell
kenbraswell@planworx.com
Architect
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6
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UG LP TANK
HAMMOCK
FIRE PIT
PAVILION GRILLS
4' CHAIN LINK FENCE
APT. INFO
SIGN
APT. INFO
SIGN
EX. SSMH
RIM 35.62
INV. IN 30.62 (N)
INV. OUT 30.52 (E)
TBM-MAG NAIL
EL. 35.08 (NAVD 88)
7' PLASTIC FENCE
10" OAK
8" OAK
12" OAK
16" PALM
12" PALM
12" PALM
14" PINE
10" OAK
12" OAK
14" OAK
4" PINE
6" PINE
6" MAPLE
4" OAK
15" PINE
19" PINE
9" OAK
9" PINE
5" CHERRY
5" OAK
5" OAK
7" PINE
9" OAK
8" OAK
18" PINE
9" OAK
6" OAK 5" PINE
9" PINE
8" PINE
5" PINE
12" PINE5" CHERRY
6" CHERRY
10" PINE
10" PINE
6" PINE
15" PINE
9" OAK
6" OAK
4" OAK
6" OAK
4" PINE
6" OAK
4" OAK
6" HOLLY
8" OAK
8" OAK
14" PINE
4" CHERRY
4" OAK
4" CHERRY
13" OAK 4" OAK
4" OAK 5" OAK
6" OAK
12" OAK
10" OAK
4" OAK
14" OAK 4" CHERRY
10" OAK
24" OAK
6" OAK
8" OAK
4" MAPLE
10" OAK
5" OAK
9" OAK
4" OAK
8" OAK
4" OAK4" OAK
9" OAK
7" OAK 4" OAK
6" CHERRY
9" PINE
9" PINE
6" OAK
6" OAK
8" CHERRY
4" OAK
12" OAK
9" OAK
5" OAK
6" OAK
6" OAK
5" PINE
15" PINE
21" PINE
30" PALM
6" BIRCH
6" OAK
5" OAK
24"
R
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P
EX. DROP INLET
RIM 32.70
INV. 29.48 +/-
EX. CATCH BASIN
RIM 34.73
INV. 30.73
2
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SETBACK LINE
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SANITARY SEWER LINE
SANITARY SEWER MANHOLE
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CO SANITARY SEWER CLEANOUT
MINOR TOPOGRAPHICAL CONTOUR
MAJOR TOPOGRAPHICAL CONTOUR
S
UTILITY POLE
293.47 EX. SPOT GRADE
LIGHT POLE
WATER MAIN
NATURAL GAS MAIN
TELEPHONE LINE
MARKED UTLITY LINE
N
10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
SCALE IN FEET
HORIZONTAL
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DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
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SHEET NUMBER:
2019-037
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SURVEY LEGENDGENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED
FROM A FIELD SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED
DECMEBER 20, 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, NEW HANOVER 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 3720314900K DATED AUGUST 28, 2018.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, INC.
FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. 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 NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
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34
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W
W
W
W
W
W
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7
5
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0
0
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4
2
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W
12
3
.
6
4
'
UG LP TANK
HAMMOCK
FIRE PIT
PAVILION GRILLS
4' CHAIN LINK FENCE
APT. INFO
SIGN
APT. INFO
SIGN
EX. SSMH
RIM 35.62
INV. IN 30.62 (N)
INV. OUT 30.52 (E)
TBM-MAG NAIL
EL. 35.08 (NAVD 88)
7' PLASTIC FENCE
10" OAK
8" OAK
12" OAK
16" PALM
12" PALM
12" PALM
14" PINE
10" OAK
12" OAK
14" OAK
4" PINE
6" PINE
6" MAPLE
4" OAK
15" PINE
19" PINE
9" OAK
9" PINE
5" CHERRY
5" OAK
5" OAK
7" PINE
9" OAK
8" OAK
18" PINE
9" OAK
6" OAK 5" PINE
9" PINE
8" PINE
5" PINE
12" PINE5" CHERRY
6" CHERRY
10" PINE
10" PINE
6" PINE
15" PINE
9" OAK
6" OAK
4" OAK
6" OAK
4" PINE
6" OAK
4" OAK
6" HOLLY
8" OAK
8" OAK
14" PINE
4" CHERRY
4" OAK
4" CHERRY
13" OAK 4" OAK
4" OAK 5" OAK
6" OAK
12" OAK
10" OAK
4" OAK
14" OAK 4" CHERRY
10" OAK
24" OAK
6" OAK
8" OAK
4" MAPLE
10" OAK
5" OAK
9" OAK
4" OAK
8" OAK
4" OAK4" OAK
9" OAK
7" OAK 4" OAK
6" CHERRY
9" PINE
9" PINE
6" OAK
6" OAK
8" CHERRY
4" OAK
12" OAK
9" OAK
5" OAK
6" OAK
6" OAK
5" PINE
15" PINE
21" PINE
30" PALM
6" BIRCH
6" OAK
5" OAK
24"
R
C
P
EX. DROP INLET
RIM 32.70
INV. 29.48 +/-
EX. CATCH BASIN
RIM 34.73
INV. 30.73
2
4
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1
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2
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(TBR)
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(TBR)
(TBR)
(TBR)
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(TBR)
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(TBR)
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SAWCUT & REMOVE
EXISTING ASPHALT
REMOVE EX. PAINT
STRIPING
SAWCUT & REMOVE
EX. CURB & GUTTER
SAWCUT & REMOVE
EXISTING ASPHALT
REMOVE EX.
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REMOVE EX. DUMPSTERS
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SIGN
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SANITARY SEWER LINE
SANITARY SEWER MANHOLE
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CO SANITARY SEWER CLEANOUT
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MAJOR TOPOGRAPHICAL CONTOUR
S
UTILITY POLE
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MARKED UTLITY LINE
DEMOLITION LEGEND
AREA TO BE DEMOLISHED
ITEM TO BE DEMOLISHED
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DEMOLITION LIMITS
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10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
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P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
E
V
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A
SHEET NUMBER:
2019-037
S
H
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A
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91
9
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02/04/2020
CA
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N
S
H
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C-02
DE
M
O
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N
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A
N
SURVEY LEGENDGENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED
FROM A FIELD SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED
DECMEBER 20, 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, NEW HANOVER 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 3720314900K DATED AUGUST 28, 2018.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, INC.
FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. 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 NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
DEMOLITION NOTES:
1.REMOVE/DEMOLISH/ABANDON EXISTING FEATURES AFTER EROSION AND SEDIMENT
CONTROL MEASURES ARE IN PLACE AND AFTER THE APPROVAL OF THE ENGINEER.
2. DO NOT INTERRUPT EXISTING UTILITY SERVICES FOR FACILITIES OCCUPIED BY THE
OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS
AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY
SERVICES.
a.NOTIFY ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF PROPOSED UTILITY
SERVICE INTERRUPTIONS.
b.DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING WRITTEN
PERMISSION FROM THE DESIGN ENGINEER.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED
HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL
REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF
HAZARDOUS MATERIALS.
4. SUBSURFACE UTILITIES AND FEATURES DENOTED ON THIS PLAN SHOULD BE
CONSIDERED APPROXIMATE IN NATURE AND HAVE BEEN LOCATED TO THE EXTENT
POSSIBLE VIA ABOVE GROUND EVIDENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR
SUBSURFACE UTILITY EXPLORATION, INCLUDING UTILITY "POTHOLING" OR BY THE
EXCAVATION OF TEST PITS AS NECESSARY TO DETERMINE THE UTILITY LOCATION,
DEPTHS, AND MATERIALS.
5. VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT
OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF EXISTING
FEATURES THROUGH THE USE OF PHOTOGRAPHY, VIDEO, OR OTHER RECORDS PRIOR
TO DISTURBANCE ON SITE.
6. LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND REPAIR ANY DAMAGES TO
EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
7. REMOVE ALL EXISTING ON-SITE TRASH AND DEBRIS. TRASH SHALL BE REMOVED AND
DISPOSED OF IN A LEGAL MANNER. NOTIFY OWNER AND ENGINEER IF ANY HAZARDOUS
MATERIALS (ASBESTOS, LEAD PAINT, ETC.) ARE ENCOUNTERED.
8. REMOVE SIDEWALK, CURB AND GUTTER, AND OTHER CONCRETE SECTIONS BY
SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE AREA DESIGNATED TO BE
REMOVED ON THE DEMOLITION PLAN.
9. SAWCUT PAVEMENT IN ALL LOCATIONS WHERE ABUTTING SIDEWALK OR NEW PAVEMENT
IS EXISTING.
10. NOTIFY AND COORDINATE ANY REQUIRED RELOCATION AND/OR REMOVAL OF EXISTING
UNDERGROUND UTILITIES, POLES, METERS, OR OTHER ABOVE GROUND
APPURTENANCES WITH THE APPROPRIATE UTILITY PROVIDER (I.E. POWER, TELEPHONE,
CABLE, AND NATURAL GAS/PROPANE) PRIOR TO THE START OF SELECTIVE DEMOLITION
WORK.
11. ARRANGE SELECTIVE DEMOLITION SCHEDULE SO AS NOT TO INTERVENE WITH OWNER'S
USE OF THE PROPERTY.
12. SHOULD UNCHARTED OR INCORRECTLY CHARTED EXISTING UTILITIES BE IDENTIFIED,
CONTACT THE ENGINEER IMMEDIATELY FOR INSTRUCTIONS. PROVIDE A SCALED
DRAWING OF THE UNCHARTED OR INCORRECTLY CHARTED UTILITY FOR USE BY THE
ENGINEER IN PREPARING ADDITIONAL DIRECTIONS.
13. CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE, FREE OF DEBRIS, TRASH, OR
OTHER CONSTRUCTION MATERIALS. AREAS SUBJECT TO SITE CONSTRUCTION
ADJACENT TO THE PUBLIC RIGHT OF WAY AND PEDESTRIAN SIDEWALKS SHALL BE LEFT
"BROOM CLEAN" AT THE END OF EACH WORK DAY.
14. REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED FOR THE
INSTALLATION OF NEW WORK AND/OR INFRASTRUCTURE.
15. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL THE TREE PROTECTION AND SILT
FENCING HAS BEEN INSTALLED AND APPROVED.
DEMOLITION SEQUENCE:
1. INSTALL TREE PROTECTION FENCING AS SHOWN TO PROTECT TREES THAT
WILL REMAIN IN PLACE.
2. INSTALL THE NECESSARY EROSION AND SEDIMENT CONTROL MEASURES AS
SHOWN ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.
3. REMOVE AND/OR DEMOLISH EXISTING STRUCTURES, OVERHEAD POWER
AND OTHER UTILITIES AS SHOWN ON THE PLAN. COORDINATE WITH DUKE
ENERGY/PROGRESS AND OTHER APPLICABLE UTILITIES PRIOR TO REMOVAL.
4. REMOVE EXISTING TREES THAT ARE APPROVED FOR REMOVAL.
5. REMOVE CONCRETE SIDEWALK, ASPHALT, FEATURES AS SHOWN.
DEMOLISH THE EXISTING DUMPSTER ENCLOSURE AND OTHER FEATURES
AS SHOWN.
8. REMOVE EXISTING ROOT MAT, TOPSOIL, AND OTHER ORGANIC MATERIALS
FROM THE CONSTRUCTION AREA AS REQUIRED.
9. REMOVE ANY ADDITIONAL EXISTING FEATURES AS SHOWN ON THIS PLAN.
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
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B
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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
FENCEX
N
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
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A
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N
S
E
P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
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A
SHEET NUMBER:
2019-037
S
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02/04/2020
CA
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SITE PLAN LEGEND
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECEMBER 20, 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, NEW HANOVER 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
3720314900K DATED AUGUST 28, 2018.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, 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 NEW HANOVER COUNTY.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE NEW HANOVER COUNTY 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 NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
SITE DATA TABLE
PROJECT NAME:
PROPERTY OWNER:
PHYSICAL ADDRESS:
PROPERTY PIN:
ZONING DISTRICT:
BUILDING YARD SETBACKS:
FRONT:
SIDE:
REAR:
BUILDING SIZE:
BUILDING LOT COVERAGE:
BUILDING HEIGHT:
NUMBER OF STORIES:
IMPERVIOUS AREAS:
CAMA LAND USE CLASSIFICATION:
OVERLAY DISTRICT:
PROJECT AREA:
PROPERTY AREA:
THE VILLAS AT M URRAYVILLE FITNESS CENTER
VILLAS AT MURRAYVILLE, LLC
5428 SIRIUS DRIVE
R03400-003-013-000
R-10 RESIDENTIAL
SHOD
0.50 ACRES
20.60 ACRES
25'
5'
20'
1,175 SF
EX. RESIDENTIAL BUILDINGS: 75,060 SF (FROM RECORDS)
19'-5"
1
DEVELOPED
EX. LAUNDRY/POOLHOUSE/MAINTENANCE: 1120 SF
PROPOSED FITNESS CENTER: 1,477 SF
TOTAL BUILDING AREA: 77,657 SF
BLC %:= 77,657 SF/ (8.82 AC.*43560)= 20.21%
PARKING CALCULATIONS:
EXISTING RESIDENTIAL UNIT COUNT:
# OF 1 BEDROOM UNITS:
# OF 2 BEDROOM & 2+ BEDROOM UNITS:
48
156
NEW HANOVER COUNTY REQUIRED PARKING CRITERIA:
1 BEDROOM RESIDENTIAL:
2 BEDROOM RESIDENTIAL:
1.5 SPACES PER UNIT
2 SPACES PER UNIT
FITNESS CENTER:1 SPACE PER 100 SF
PROPOSED FITNESS CENTER ADDITION:1,350 SF
REQUIRED PARKING:
1 BEDROOM RESIDENTIAL:
2 BDRM & 2+ BDRM RESIDENTIAL:
72 SPACES
312 SPACES
FITNESS CENTER:16 SPACES
TOTAL MINIMUM REQUIRED:400 SPACES
PROVIDED PARKING:
EXISTING PARKING SPACES:425
PROPOSED FINAL PARKING:
EX. PARKING SPACES TO BE REMOVED:7 SPACES
PROPOSED NEWLY ADDED SPACES:NONE
TOTAL PARKING SPACES:418 SPACES
EXISTING, TOTAL SITE:338,953 SF
(37.77%)
EXISTING BUILDINGS:90,207 SF
EXISTING ASPHALT & CURB:191,629 SF
EXISTING SIDEWALK:35,162 SF
PROPOSED, TOTAL SITE:340,202 SF
(37.91%)
PROPOSED BUILDINGS:91,716 SF
PROPOSED ASPHALT & CURB:190,931 SF
PROPOSED SIDEWALK:35,600 SF
REQUIRED MIN.:
FRONT:
REAR:
SIDE (TO ADJACENT
BLDGS:
87.77'
149.98'
37.53' (WEST)
20.13' (EAST)
APPROXIMATE ACTUAL:
NEW BICYCLE PARKING REQ'D:5 SPACES (1 RACK)
NEW BICYCLE PARKING PROVIDED:5 SPACES (1 RACK)
N
.
C
O
L
L
E
G
E
R
O
A
D
(
N
C
H
W
Y
1
3
2
)
V
A
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
/
W
PROJECT SITE
EX. WET POND
BLDG 1
BLDG 9
BLDG 8
BLDG 6
BLDG 7
BLDG 5
BLDG 4
BLDG 3
BLDG 2
CLUBHOUSE
POOL
9
10
9
8
8
12
9
9
14
8
9
5
7
9
8
7
7
13
9
9
7
9
8
7
5
53
7
4
12
10
9
12
9
9
9
9
9
11
9
9
1213
10
9
12
6
5
IN
T
E
R
S
T
A
T
E
4
0
VA
R
I
A
B
L
E
W
I
D
T
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P
U
B
L
I
C
R
/
W
MAX. ALLOWED BLDG. HEIGHT:19'-5"
MAX. ALLOWABLE BUILDING
LOT COVERAGE:
50% (PER SHOD)
EXISTING OUTPARCEL 21,955 SF PROPOSED OUTPARCEL:21,955 SF
NEW IMPERVIOUS ON SITE:1,249 SF
SANITARY SEWER TIE IN
LOCATION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
7
5
°
0
0
'
4
2
"
W
1
2
3
.
6
4
'
UG LP TANK
HAMMOCK
FIRE PIT
PAVILION GRILLS
4' CHAIN LINK FENCE
APT. INFO
SIGN
APT. INFO
SIGN
TBM-MAG NAIL
EL. 35.08 (NAVD 88)
N 18
°
2
2
7
1
"
968
.
8
0
(BO
U
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B
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D
S
)
EX.
S
I
D
E
W
A
L
K
ASPHALT
ASPHALT
LIGHT
POLE
EX. CONC. C&G
EX.
8
"
W
A
T
E
R
(
F
R
O
M
R
E
C
O
R
D
S
)
PROPOSED FITNESS CENTER
1,477 SF
40.44'
36.44'
4'
2'
4'
4'
4'
5.00'
ACCESSIBLE LANDING
AREA-2.00% MAX SLOPE
(W/ VERT. CURB)
ACCESSIBLE
PARKING SIGN
ADD ACCESSIBLE PARKING
STRIPING TO EXISTING SPACE
R5'
4'
6'
ACCESSIBLE RAMP - 8.33% MAX.
SLOPE
25' FRONT SETBACK
EX. CHAIN LINK FENCE
R/W BOUNDARY
28.20'
5.87'
9'
R5'
24" VERTICAL
CURB & GUTTER
24' MIN.
TIE TO EX.
CURB & GUTTER
9.24'
TIE TO EX.
CURB & GUTTER
R3'
25'
12.5'
DUMPSTER ENCLOSURE
(TWIN 8 CY DUMPSTERS,
VINYL FENCING)
TWIN LEAF SWINGING
GATE WITH CANE BOLT
R3'
TIE TO EX. CURB
& GUTTER
22'
15'
24'
HD CONCRETE
APRON-REFER TO PAVEMENT
SECTION DETAILS
9'
24' MIN.
8
EXISTING CURB & GUTTER
TO REMAIN
BICYCLE PARKING RACK
(DERO RR2H OR APPROVED EQUAL);
5 SPACE MINIMUM
4.43'
8.94'
MATCH EX. CONCRETE
TIE TO EX. CURB &
GUTTER
14.07'
SAWCUT LIMITS (PATCH
EX. ASPHALT AT NEW CURB LINE)
SAWCUT LIMITS (PATCH
EX. ASPHALT AT NEW CURB LINE)
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
FENCEX
HEAVY DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
REFER TO DRAWING D-2 FOR PAVEMENT SECTION DETAILS
PAVEMENT SECTION LEGEND
CONCRETE SIDEWALK
N
10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
SCALE IN FEET
HORIZONTAL
0
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5
4
0
NC
B
E
L
S
L
I
C
E
N
S
E
P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
E
V
I
L
L
A
S
A
T
M
U
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R
A
Y
V
I
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T
N
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S
S
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N
T
E
R
F
A
C
I
L
I
T
Y
WA
K
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C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
SHEET NUMBER:
2019-037
S
H
I
P
M
A
N
E
N
G
I
N
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R
I
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G
91
9
.
9
0
0
.
0
0
0
6
SH
I
P
M
A
N
E
N
G
I
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I
N
G
,
P
L
L
C
02/04/2020
CA
P
E
F
E
A
R
T
O
W
N
S
H
I
P
C-04
EN
L
A
R
G
E
D
S
I
T
E
L
A
Y
O
U
T
SITE LEGEND
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECMEBER 20, 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, NEW HANOVER 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
3720314900K DATED AUGUST 28, 2018.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, 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 NEW HANOVER COUNTY.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE NEW HANOVER COUNTY 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.
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
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
HEAVY DUTY ASPHALT PAVEMENT
NOT TO SCALE
6" PORTLAND CEMENT
CONCRETE-4,000 PSI
4" NCDOT CABC
STONE
SUBGRADE COMPACTED TO 98% OF
MAXIMUM DRY DENSITY BY ASTM 698
STANDARD PROCTOR METHOD
HEAVY DUTY CONCRETE PAVEMENT
NOT TO SCALE
NOTE : INSTALL 1" DIA. SMOOTH DOWEL (16" LONG) AT 12" O.C. AT
LONGITUDINAL JOINTS. PLACE DOWEL AT MID-HEIGHT OF PAVEMENT
SECTION.
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
/
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
2
3
3
34
35
32
34
33
33
34
34
32
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
W
W
W
W
W
W
W
S
7
5
°
0
0
'
4
2
"
W
1
2
3
.
6
4
'
EX. SSMH
RIM 35.62
INV. IN 30.62 (N)
INV. OUT 30.52 (E)
TBM-MAG NAIL
EL. 35.08 (NAVD 88)
24"
R
C
P
EX. DROP INLET
RIM 32.70
INV. 29.48 +/-
EX. CATCH BASIN
RIM 34.73
INV. 30.73
2
4
"
R
C
P
15
"
R
C
P
N 18
°
2
2
7
1
"
968
.
8
0
(BO
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A
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Y
B
E
A
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S
)
8" P
V
C
8"
P
V
C
W
W
W
W
W
W
W
W
W
W
EX.
8
"
W
A
T
E
R
(
F
R
O
M
R
E
C
O
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D
S
)
W
M
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P
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8"X1" SERVICE SADDLE W/ CORP STOP
3/4" WATER
METER
3/4" RPZ IN ABOVE-GROUND
HEATED ENCLOSURE
1"CTS PE WATER
SERVICE TUBING
F
M
F
M
F
M
F
M
F
M FM
FM
FM
FM
FM
FM
FM
FM
TIE TO BLDG WASTE
PLUMBING
(-3'-0" BFF)
PACKAGED SEWER EJECTOR PUMP
REFER TO DETAILS
1 1/4" PVC
FORCE MAIN
36" MIN. COVER
CORE DRILL & TIE TO EX.
MANHOLE W/ FLEXIBLE
BOOT4" PVC SEWER SERVICE
@ 1.00%
SSCO
SAWCUT & PATCH EX.
CONCRETE
SAWCUT & PATCH EX.
CONCRETE
SAWCUT & PATCH EX.
ASPHALT
10
+
0
0
11+
0
0
12
+
0
0
1
2
+
0
7
EJECTOR PUMP CONTROL
PANEL WITH ALARM
35
3
4
3
3
33
35
34
33
32
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER
CLEANOUT
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
BACKFLOW PREVENTERRPZ
CATCH BASIN
WM
10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
SCALE IN FEET
HORIZONTAL
0
TH
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7
5
4
0
NC
B
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S
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E
N
S
E
P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
E
V
I
L
L
A
S
A
T
M
U
R
R
A
Y
V
I
L
L
E
FI
T
N
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N
T
E
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F
A
C
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WA
K
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C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
SHEET NUMBER:
2019-037
S
H
I
P
M
A
N
E
N
G
I
N
E
E
R
I
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G
91
9
.
9
0
0
.
0
0
0
6
SH
I
P
M
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N
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I
N
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,
P
L
L
C
02/04/2020
CA
P
E
F
E
A
R
T
O
W
N
S
H
I
P
C-05
UT
I
L
I
T
Y
P
L
A
N
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
UTILITY LEGEND
GENERAL NOTES:
STANDARD UTILITY NOTES (AS APPLICABLE):
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECEMBER 20, 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, NEW HANOVER 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
3720314900K DATED AUGUST 28, 2019.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, 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. CONTRACTOR SHALL FIELD LOCATE SPILL CURB AS NEEDED FOR PROPER DRAINAGE. SPILL CURB
LOCATIONS ARE NOT INDICATED ON THIS PLAN.
11. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND NEW HANOVER COUNTY AS NECESSARY.
12. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE NEW HANOVER COUNTY SIGN ORDINANCE.
13. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
14. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
15. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FDC POINTS, OR
OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN THE WATER METER AND
ANY REQUIRED BACKFLOW PREVENTION DEVICES.
16. MAINTAIN A MINIMUM OF 3' COVER OVER ALL WATER PIPING.
17. ALL SANITARY SEWER CLEANOUTS IN PAVEMENT AREAS SHALL BE TRAFFIC RATED.
LOCATION OF SANITARY SEWERS IN RELATION TO
WATER AND STORM SEWERS:
A. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR
PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES
WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE APPROPRIATE
REVIEWING AGENCY (DEH OR DENR) MAY ALLOW DEVIATION ON A CASE BY CASE BASIS, IF
SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW
INSTALLATION OF THE SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER
MAIN IS IN A SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE
SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC
WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE
WATERTIGHTNESS BEFORE BACKFILLING.
C. A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
CROSSINGS:
A. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
OUTSIDE OF THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE
SPECIFIED
I. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE
AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO
BACKFILLING, OR
II. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A
WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,
MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE REEGULATORY AGENCY OF USE IN WATER MAIN
CONSTRUCTION.
NOTE: WATER AND SANITARY SEWER SERVICE LATERALS TO BE PRIVATELY
OWNED AND MAINTAINED.
WATER AND SEWER CAPACITY NEEDS
WATER:GPD (CURRENT USE)
WATER:GPD (PROPOSED USE)
SEWER:GPD (CURRENT USE)
SEWER:GPD (PROPOSED USE)43,163
42,488
43,163
42,488
OVERALL PROPERTY WATER/SEWER CALCULATIONS:
# 1 BEDROOM UNITS: 48 @ 120 GPD
# 2 BEDROOM UNITS: 132 @ 240 GPD
# 3 BEDROOM UNITS: 24 @ 360 GPD
48 UNITS x 120 GPD + 132 UNITS x 240 GPD + 24 UNITS x 360
GPD= 40,488 GPD
EXISTING POOL: 10 GPD/PERSON
ESTIMATED PEAK USAGE: 200 PEOPLE/DAY OR 2,000 GPD
TOTAL WATER/SEWER DEMAND: 42,488 GPD
NEW FITNESS CENTER FACILITY: 50 GPD/100 SF
FITNESS CENTER AREA= XXXX SF
FITNESS CENTER DEMAND: XXX SF /100 * 50 GPD = XXX GPD
REVISED TOTAL PROPERTY DEMAND: XXXX GPD
1.ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC
UTILITIES AUTHORITY DESIGN STANDARDS, DETAILS, AND SPECIFICATIONS
2.ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN
AND/OR PROFILE BY CAPE FEAR PUBLIC UTILITIES AUTHORITY PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING
RESIDENCES AND BUSINESSES THROUGHOUT CONSTRUCTION OF THE PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE TOWN OF
BENSON PUBLIC UTILITIES DEPARTMENT.
4.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS AND SEWER FORCEMAINS. 4.0' MINIMUM
COVER IS REQUIRED ON ALL REUSE MAINS.
5.IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND SEWER
SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE
CAPE FEAR PUBLIC UTILITIES AUTHORITY AND/OR NEW HANOVER COUNTY. THIS INCLUDES
ABANDONING TAP AT MAIN AND REMOVAL OF SERVICE FROM ROW OR EASEMENT.
6.INSTALL 3/4 INCH COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'x2'
WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO
PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW AND
PRESSURE.
7.INSTALL 4 INCH PVC SEWER SERVICES AT 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
ROW OR EASEMENT LINE AND SPACED EVERY 75 LINEAR FEET MAXIMUM.
8.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;
BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS
LOWER THAN 1.0 FEET ABOVE THE NEXT UPSTREAM MANHOLE.
9.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ,
USACE, AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND, AND/OR FLOODPLAIN IMPACTS
(RESPECTIVELY) PRIOR TO CONSTRUCTION.
10.NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS AND SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO
CONSTRUCTION.
11.GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING CALCULATIONS AND INSTALLATION
SPECIFICATIONS SHALL BE APPROVED BY CAPE FEAR PUBLIC UTILITIES AUTHORITY PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
12.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF
HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER
SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE
DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE
ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED
AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATIONS OR THE LOCAL CROSS CONNECTION CONTROL PROGRAM,
WHICHEVER IS MORE STRINGENT.
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
/
W
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
2
3
3
34
35
32
34
33
33
34
34
32
S
S
S
SS
W
W
W
S
7
5
°
0
0
'
4
2
"
W
1
2
3
.
6
4
'
UG LP TANK
HAMMOCK
FIRE PIT
PAVILION GRILLS
4' CHAIN LINK FENCE
APT. INFO
SIGN
APT. INFO
SIGN
TBM-MAG NAIL
EL. 35.08 (NAVD 88)
24"
R
C
P
EX. DROP INLET
RIM 32.70
INV. 29.48 +/-
EX. CATCH BASIN
RIM 34.73
INV. 30.73
2
4
"
R
C
P
1
5
"
R
C
P
N 18
°
2
2
7
1
"
968
.
8
0
(BO
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)
EX.
S
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ASPHALT
ASPHALT
LIGHT
POLE
EX. CONC. C&G
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W
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W
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EX.
8
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W
A
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(
F
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)
FG 34.00
FG 34.00
FG 34.50
FG 34.40
FG 34.40
FG 34.50
FG 34.32
BC 33.53 +/-
TC 34.14
TC 34.08
FG 33.58 TC 34.02 +/-
BC 33.62
FG 34.40
FG 34.35
FG 34.28
FG 34.22
FG 34.32 FG 34.18
FG 34.30
FG 34.22
FG 34.32
FG 34.38
TC 34.02 +/-
TC 34.40 +/-
TC 34.84 +/-
BC 34.15
BC 34.50
FG 34.60
BC 34.75 +/-
BC 34.96
FG 35.25
FG 35.00
FG 34.87
FINISHED FLOOR
ELEVATION= 34.50
TC 34.03 +/-
BC 33.52 +/-
BC 33.90 +/-
TC 34.65
TC 35.25 +/-
TC 35.00
BC 34.34 +/-
TC 35.46
BC 33.52 +/-
TC 34.12
BC 33.64
BC 33.68
BC 33.68
FG 34.40
35
3
4
3
3
33
BC 33.50 +/-
TC 34.00 +/-
35
34
33
32
TC 35.27
BC 34.77
SPOT ELEVATION
MAJOR CONTOUR
MINOR CONTOUR
400400400
FLOW DIRECTION4.0%
LIMITS OF DISTURBANCE
FG 387.46
402
RIP-RAP OUTLET PROTECTION
N
10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
SCALE IN FEET
HORIZONTAL
0
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NC
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P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
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SHEET NUMBER:
2019-037
S
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91
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02/04/2020
CA
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C-06
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A
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
UTILITY LEGEND
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECEMBER 20, 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, NEW HANOVER 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
3720314900K DATED AUGUST 28, 2019.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, 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. CONTRACTOR SHALL FIELD LOCATE SPILL CURB AS NEEDED FOR PROPER DRAINAGE. SPILL CURB
LOCATIONS ARE NOT INDICATED ON THIS PLAN.
11. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND NEW HANOVER COUNTY AS NECESSARY.
12. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE NEW HANOVER COUNTY SIGN ORDINANCE.
13. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
14. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
15. MAINTAIN A MINIMUM OF 3' COVER OVER ALL WATER PIPING.
16. ALL SANITARY SEWER CLEANOUTS IN PAVEMENT AREAS SHALL BE TRAFFIC RATED.
NOTE: CONTRACTOR SHALL FINE GRADE AREAS AROUND BUILDING
FOUNDATIONS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE
STRUCTURE. THE MINIMUM SLOPE AWAY FROM THE FOUNDATION IS
1/4" PER FOOT OR 2%, FOR A MINIMUM DISTANCE OF 10 FEET AWAY
FROM THE FOUNDATION PERIMETER.
1. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING CODE (NCBC), BE AT
THE SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE
DIAGONAL
2. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE AREA SHALL NOT EXCEED 2% IN ANY DIRECTION
INCLUDING IN THE DIAGONAL.
3. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL)
ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT.
4. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A 2% CROSS
SLOPE.
5. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED AS 'RAMPS' SHOWING SLOPES, LEVEL LANDINGS
AT TOP AND BOTTOM (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL),
RAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN
THE DIAGONAL) AT THE TOP AND BOTTOM AND SHALL COMPLY WITH THE NCBC
7. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS
8. STAIRS/STEPS WITH LESS THAN A 12” ELEVATION CHANGE SHALL COMPLY WITH NCBC 1003.5.
IMPORTANT GRADING NOTES:
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
/
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
2
3
3
34
35
32
34
33
33
34
34
32
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
M
R
P
Z
F
M
F
M
F
M
F
M
F
M FM
FM
FM
FM
FM
FM
FM
FM
1
0
+
0
0
11+
0
0
1
2
+
0
0
1
2
+
0
7
35
3
4
3
3
33
35
34
33
32
TOTAL DISTURBED AREA:
7,550 SF (0.173 AC. )
LIM
I
T
S
O
F
D
I
S
T
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B
A
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LIM
I
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B
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E
SILT FENCE OUTLET
(TYP.)
SILT FENCE
INSTALL SILT BAG INTO DROP
INLET GRATE-REFER TO DETAIL
PRESERVE EX. TREE
SILT FENCE OUTLET
(TYP.)
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
COIR MESH SEDIMENT BAFFLES
OUTLET PROTECTION
TS M
PS
DIVERSION DITCH
STRAW WATTLE
INLET PROTECTION
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
TREE PROTECTION FENCE
SKIMMER DEVICE W/ OUTLET PIPE
SEDIMENT TRAP BOTTOM AREA
RIP RAP FILTER DAM
DITCH LINER-ECSC-3 COCONUT TURF
REINFORCEMENT MAT
DITCH LINER-ECP-2 POLY TURF
REINFORCEMENT MAT
SLOPE MATTING-ECSC-3 COCONUT TURF
REINFORCEMENT MAT
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
TH
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B
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S
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N
S
E
P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
E
V
I
L
L
A
S
A
T
M
U
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R
A
Y
V
I
L
L
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FI
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N
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N
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SHEET NUMBER:
2019-037
S
H
I
P
M
A
N
E
N
G
I
N
E
E
R
I
N
G
91
9
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9
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02/04/2020
CA
P
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F
E
A
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O
W
N
S
H
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P
C-07
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
EROSION CONTROL LEGEND
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECEMBER 20, 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, NEW HANOVER COUNTY GIS
DATA, AND OTHER DATA SOURCES AS REQUIRED.
2. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
3. AREAS COMPUTED BY THE COORDINATE METHOD.
4. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
5. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
6. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720314900K DATED AUGUST 28, 2019.
7. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, INC. FOR
HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
8. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
9. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
10. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF-SITE DISTURBANCE, APPROVAL MUST BE OBTAINED FROM ADJACENT PROPERTY
OWNERS PRIOR TO ANY OFFSITE CONSTRUCTION ACTIVITY.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1.A LAND DISTURBANCE PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY DISTURBANCE ON SITE. THIS
PRECONSTRUCTION CONFERENCE MAY BE COMBINED WITH OTHER PRECONSTRUCTION MEETINGS AS NECESSARY. THE
MEETING SHALL BE BETWEEN THE OWNER, NEW HANOVER COUNTY INSPECTIONS STAFF (IF REQUIRED), THE ENGINEER, AND
GENERAL CONTRACTOR. THE CONTRACTOR SHALL SCHEDULE THE MEETING TO OCCUR AT LEAST 48 HOURS PRIOR TO ANY
DISTURBANCE ON SITE.
2. INSTALL SILT FENCE AROUND THE PERIMETER OF THE WORK SITE, DISTURBING ONLY THOSE AREAS NECESSARY TO INSTALL
THE FENCE. REMOVE EXISTING FEATURES AS NEEDED TO INSTALL THE FENCE, AS OUTLINED ON THE DEMOLITION PLAN.
3. PLACE PEDESTRIAN BARRICADES ON SIDEWALKS AS SHOWN ON THE DEMOLTION PLAN AND EROSION CONTROL PLAN.
4. ONCE SILT FENCE IS INSTALLED, BEGIN CLEARING, GRUBBING, AND STRIPING OF THE SITE. STRIP AND STOCKPILE TOPSOIL FOR
SIFTING, DRYING, AND TESTING.
5. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AND SIDEWALK AS SHOWN ON THE DEMOLITION PLAN. DISPOSE OF
CONSTRUCTION DEBRIS IN AN APPROVED LANDFILL.
6. BEGIN ROUGH GRADING THE SITE TO CREATE A BUILDING PAD AS NEEDED. PLACE FILL MATERIAL UNDER THE DIRECTION OF A
GEOTECHNICAL ENGINEER.
7. BEGIN CONSTRUCTION OF NEW BUILDING FACILITY, INCLUDING THE NEW DUMPSTER ENCLOSURE.
8. INSTALL ROOF DRAINAGE LEADERS, DRAIN TILE, AND OTHER STORMWATER PIPING.
9. INSTALL CONCRETE FLATWORK AND SIDEWALK AREAS. COMPLETE FINE GRADING OF ANY DISTURBED AREAS.
10. STRIPE PARKING LOT AND INSTALL FINAL SITE IMPROVEMENTS (BOLLARDS, WHEEL STOPS, ETC.).
11. INSTALL LANDSCAPING SHRUBS, TREES, AND GROUND COVER. STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT
SEEDING OR SOD AS SHOWN ON THE LANDSCAPING PLANS.
12. ONCE SITE IS PERMANENTLY STABILIZED, REMOVE ALL SILT FENCE AND OTHER TEMPORARY EROSION CONTROL MEASURES.
STABILIZE REMAINING FINAL AREAS ALTERED DURING THE REMOVAL OF EROSION CONTROL MEASURES.
LATITUDE: 34°17'14"N
LONGITUDE: 77°52'08"W
NPDES STABILIZATION TABLE
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, & SLOPES
HIGH QUALITY WATER
(HQW ZONES)
SLOPES STEEPER THAN
3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN 50'
IN LENGTH
NONE, EXCEPT FOR PERIMETERS AND
HQW ZONES
1. ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE PLANS SHALL
CONFORM TO GROUND STABILIZATION REQUIREMENTS OF SECTION II.B.2 GROUND
STABILIZATION.
2. ACCORDING TO NPDES NCG 010000 EFFECTIVE AUGUST 3, 2011: THE SEDIMENT BASINS
SHALL CONFORM TO SURFACE WITHDRAWAL REQUIREMENTS OF SECTION II.B.4 SEDIMENT
BASINS.
NPDES PERMIT NCG 010000 PLAN NOTES:
GROUND COVER STABILIZATION SCHEDULE:
1. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
2. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE
WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND
COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 14 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE
SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN
WITHIN 14 CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
5. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
N
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
/
W
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
3
2
3
3
34
35
32
34
33
33
34
34
32
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
35
34
33
33
35
34
33
32
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
2
3
3
34
35
32
34
33
33
34
34
32
STORMATER IMPERVIOUS SUMMARY
TOTAL WET-POND DRAINAGE AREA:897,168 SF
EXISTING IMPERVIOUS AREA:338,953 SF
PROPOSED IMPERVIOUS AREA:340,202 SF
NET IMPERVIOUS AREA INCREASE:1,249 SF
EXISTING DRAINAGE BASIN CURVE
NUMBER (FAIR CONDITION):
72
MODIFIED DRAINAGE BASIN CURVE
NUMBER (FAIR CONDITION):
72
SINCE CURVE NUMBER REMAINS THE SAME AS THE ORIGINAL DEVELOPED CONDITION,
WE CONCLUDE THAT NO ADDITIONAL PRE/POST PEAK FLOW ATTENUATION IS REQUIRED
AND THE EXISTING WET DETENTION POND WILL OPERATE AS ORIGINALLY DESIGNED
WITH NO REQUIRED MODIFICATIONS.
ORIGINAL WATER QUALITY VOLUME
REQUIRED (1- INCH):
MODIFIED WATER QUALITY VOLUME
REQUIRED (1-INCH):
PROVIDED WATER QUALITY VOLUME:
29,160 CF
29,253 CF
33,524 CF
ORIGINAL REQUIRED SURFACE AREA:
MODIFIED REQUIRED SURFACE AREA:
PROVIDED SURFACE AREA, EX. POND:
9,271 SF
9,309 SF
32,519 SF
NCDEQ STATE STORMWATER DESIGN SUMMARY:
EXISTING POND DRAWDOWN TIME:2.8 DAYS
REVISED POND DRAWDOWN TIME:2.65 DAYS
NOTE: DRAWDOWN TIME FOR REVISED CONDITION
CALCULATED USING CURRENT DRAWDOWN ORIFICE
EQUATIONS (RESULTING IN DIFFERENT TIME TO DRAWDOWN)
N
10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
SCALE IN FEET
HORIZONTAL
0
TH
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P
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1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
E
V
I
L
L
A
S
A
T
M
U
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R
A
Y
V
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SHEET NUMBER:
2019-037
S
H
I
P
M
A
N
E
N
G
I
N
E
E
R
I
N
G
91
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02/04/2020
CA
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C-08
SI
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D
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L
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P
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
I
A
B
L
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W
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/
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N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
VAR
I
A
B
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W
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N
PRE-DEVELOPMENT IMPERVIOUS EXHIBIT
SCALE: 1"=20'
POST-DEVELOPMENT IMPERVIOUS EXHIBIT
SCALE: 1"=20'
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER
CLEANOUT
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
BACKFLOW PREVENTERRPZ
CATCH BASIN
WM
35
34
33
33
35
34
33
32
WM
RP
Z
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM
10
+
0
0
11+00
12
+
0
0
12
+
0
7
XXXXXXXXXXXXXXXXXXXXXX
32
33
34
35
32
33
33
34
34
3
2
S
SS
SS SS SS
W
W
W
W
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°
0
0
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4
2
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W
123
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N 18°22 71" 968.80
(BOUNDARY BEARING FROM RECORDS)
8" PVC
8"
P
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25
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35
40
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30
35
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()
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35
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()
EX. 24" RCP
STA 10+44.01
INV. 29.73 +/-
24" MIN.
EX. SSMH
RIM 35.62
INV. IN 30.67 (FM)
INV. IN 30.62 (N)
INV. OUT 30.52 (E)
EX.
1 1/4" PVC SS PRESSURE
SERVICE LINE
36" MIN. COVER
TIE TO EX. MANHOLE
1 PACKAGED EJECTOR PUMP
STA 10+00.00
RIM 32.50
REFER TO DETAILS
4" PVC SS
INV. IN 31.00
EXISTING GRADE
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
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DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
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SHEET NUMBER:
2019-037
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02/04/2020
CA
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.C-09
SE
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SCALE IN FEET
0
2'
SC
A
L
E
:
1
"
=
2
'
VERTICAL
SCALE:
1
C-09
STA 10+00-12+07
1"=20'
SEWER EJECTOR SERVICE LINE PLAN VIEW
1 1/4" PVC SANITARY
SEWER FORCE MAIN
(SDR-21)
UTILITY LEGEND
GENERAL NOTES:
STANDARD UTILITY NOTES (AS APPLICABLE):
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD
SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND ASSOCIATES, INC. (DATED DECEMBER 20, 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, NEW HANOVER 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
3720314900K DATED AUGUST 28, 2019.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY CHARLES F. RIGGS AND ASSOCIATES, 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. CONTRACTOR SHALL FIELD LOCATE SPILL CURB AS NEEDED FOR PROPER DRAINAGE. SPILL CURB
LOCATIONS ARE NOT INDICATED ON THIS PLAN.
11. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND NEW HANOVER COUNTY AS NECESSARY.
12. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE NEW HANOVER COUNTY SIGN ORDINANCE.
13. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
14. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
15. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FDC POINTS, OR
OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN THE WATER METER AND
ANY REQUIRED BACKFLOW PREVENTION DEVICES.
16. MAINTAIN A MINIMUM OF 3' COVER OVER ALL WATER PIPING.
17. ALL SANITARY SEWER CLEANOUTS IN PAVEMENT AREAS SHALL BE TRAFFIC RATED.
LOCATION OF SANITARY SEWERS IN RELATION TO
WATER AND STORM SEWERS:
A. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR
PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES
WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE APPROPRIATE
REVIEWING AGENCY (DEH OR DENR) MAY ALLOW DEVIATION ON A CASE BY CASE BASIS, IF
SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW
INSTALLATION OF THE SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER
MAIN IS IN A SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE
SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC
WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE
WATERTIGHTNESS BEFORE BACKFILLING.
C. A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
CROSSINGS:
A. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
OUTSIDE OF THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE
SPECIFIED
I. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE
AND SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO
BACKFILLING, OR
II. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A
WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,
MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
MATERIALS APPROVED BY THE REEGULATORY AGENCY OF USE IN WATER MAIN
CONSTRUCTION.
NOTE: WATER AND SANITARY SEWER SERVICE LATERALS TO BE PRIVATELY
OWNED AND MAINTAINED.
1.ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CAPE FEAR PUBLIC
UTILITIES AUTHORITY DESIGN STANDARDS, DETAILS, AND SPECIFICATIONS
2.ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN
AND/OR PROFILE BY CAPE FEAR PUBLIC UTILITIES AUTHORITY PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING
RESIDENCES AND BUSINESSES THROUGHOUT CONSTRUCTION OF THE PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE TOWN OF
BENSON PUBLIC UTILITIES DEPARTMENT.
4.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS AND SEWER FORCEMAINS. 4.0' MINIMUM
COVER IS REQUIRED ON ALL REUSE MAINS.
5.IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND SEWER
SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE
CAPE FEAR PUBLIC UTILITIES AUTHORITY AND/OR NEW HANOVER COUNTY. THIS INCLUDES
ABANDONING TAP AT MAIN AND REMOVAL OF SERVICE FROM ROW OR EASEMENT.
6.INSTALL 3/4 INCH COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'x2'
WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO
PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW AND
PRESSURE.
7.INSTALL 4 INCH PVC SEWER SERVICES AT 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
ROW OR EASEMENT LINE AND SPACED EVERY 75 LINEAR FEET MAXIMUM.
8.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;
BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS
LOWER THAN 1.0 FEET ABOVE THE NEXT UPSTREAM MANHOLE.
9.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ,
USACE, AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND, AND/OR FLOODPLAIN IMPACTS
(RESPECTIVELY) PRIOR TO CONSTRUCTION.
10.NCDOT/RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS AND SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO
CONSTRUCTION.
11.GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING CALCULATIONS AND INSTALLATION
SPECIFICATIONS SHALL BE APPROVED BY CAPE FEAR PUBLIC UTILITIES AUTHORITY PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
12.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF
HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER
SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE
DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE
ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED
AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATIONS OR THE LOCAL CROSS CONNECTION CONTROL PROGRAM,
WHICHEVER IS MORE STRINGENT.
SCALE:
2
C-09
STA 10+00-12+07
1"=20'
SEWER EJECTOR SERVICE LINE PROFILE VIEW
TIE TO EX. SSMH
RIM 35.62
INV. IN 30.62 (N)
INV. OUT 30.52 (E)
EX. 8" PVC
SS
EX. 8" PVC
SS
SAWCUT & PATCH EX.
CONCRETE SIDEWALK (TYP.
EACH CROSSING)
1 1/4" PVC 45° BEND
STA 11+94.48
1 1/4" PVC 45° BEND
STA 11+98.72
1 1/4" PVC 45°
BEND
STA 10+82.69
1 1/4" PVC 45° BEND
STA 10+78.44
SAWCUT & PATCH
EX. ASPHALT
PACKAGED SEWER
EJECTOR PUMP
SSCOTIE TO BLDG WASTE
PLUMBING LINE
(-3'-0" BFF)
SERVICE LINE INLET
INV. 31.00
4" PVC SERVICE
LINE @1.00%1/8" STAINLESS STEEL
LIFTING CABLE
SOLID
FIBERGLASS
COVER
2" PIPE SEAL (FIELD
INSTALLED)
FLOAT TREE ASSEMBLY
2" FLEX BOOT FITTING
2" SCH. 80 BALL
VALVE
2" PVC SCH. 80
PLBG
3/4" GUIDE RAILS
2" CAST IRON CHECK
VALVE
1.25-2" Z-RAIL
FIBERGLASS WET WELL
1 HP ZOELLER MODEL 818
GRINDER PUMP (115V SINGLE
PHASE)
PUMP OFF
EL. 27.68
PUMP ON
EL. 28.35
HIGH WATER ALARM
EL. 29.50
4" PVC GRAVITY
SERVICE LINE INLET
INV. 31.00
LEVEL FLOAT
SWITCHES
24" MIN.
RIM EL. 33.50
SIMPLEX CONTROL
PANEL (W/ HIGH WATER
ALARM)
12"x24" CONCRETE
FOOTING
2" ELECTRICAL CONDUIT
(PER MANUFACTURER'S
INSTRUCTION)
BASIN BOTTOM EL.
EL. 25.50
SANITARY SEWER PACKAGED EJECTOR LIFT
STATION DETAILS
NOT TO SCALE
IMPORTANT NOTES:
1. THE PACKAGED PUMP STATION MANUFACTURER SHALL SUPPLY A
SIMPLEX CONTROL PANEL FOR AUTOMATIC PUMPS AS A COMPONENT
OF THE PACKAGED SYSTEM.
2. THE CONTROL PANEL SHALL INCLUDE AN AUDIBLE/VISUAL HIGH
WATER ALARM.
3. CONTROL PANEL ENCLOSURE SHALL COMPLY WITH NEMA 4X AND
SHALL FEATURE A HAND-OFF-AUTO TOGGLE FOR EACH PUMP, GREEN
PUMP RUN PILOT LIGHT, AND ALARM TEST AND SILENCE SWITCHES.
18"
3' x 4' CONCRETE ANTI-
FLOTATION BASE-REFER TO
NOTE
4'-0"
SIMPLEX CONTROL
PANEL W/ HIGH
WATER ALARM
NOTE: DESIGN FLOW BASED ON NCAC 2T RULES IS 50 GALLONS PER DAY PER
100 SF OF NET BUILDING AREA.
BUILDING AREA = 1175 SF
DESIGN FLOW = 1175 SF/ 100 * 50 GPD = 587.5 GPD
SINCE FLOW RATE IS LESS THAN 600 GPD, EJECTOR PUMP MAY BE PERMITTED
AS AN EJECTOR SYSTEM UNDER THE NORTH CAROLINA PLUMBING CODE.
2"x1 1/4" REDUCER
FITTING
1 1/4" FORCE MAIN
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DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
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SHEET NUMBER:
2019-037
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COMPACTED
SUBGRADE
CONCRETE W/ WWF
W6x6 x W2.1x2.1 WWF
4"
1"
MIN.
PLAN
EXPANSION JOINT
1/4" TOOLED
RADIUS (TYP.)
HAND TROWEL SCORE JOINT-1/2"x1" DEEP
W/ 4" WIDE TOOL BANDING
TOOLED JOINTS TO EXTEND ENTIRE
WIDTH OF SIDEWALK
STIFF BROOM FINISH PERPENDICULAR
TO TRAFFIC FLOW
EQ. TO WIDTH
OR AS INDICATED
SEE PLAN
COMPACTED
SUBGRADE
CONCRETE W/ WWF
W6x6 x W2.1x2.1 WWF
4"
1/4" TOOLED
RADIUS (TYP.)
1/2"
1/2" PREMOLDED
EXPANSION
JOINT 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 4000 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
1/2" EXPANSION
JOINT
RIGID
STRUCTURE
2"
CONTROL JOINT
CURB / GUTTER
CONCRETE SIDEWALK
NOT TO SCALE
REGULAR SPACE
9'
18'18'
5'8'8'
ACCESSIBLE SPACES
8'8'
CONCRETE WHEEL STOP,
ANCHOR WITH 5 8" REBAR
IMBEDDED 24" IN GROUND
4"
ACCESSIBLE SIGN LOCATION (VAN)
REFER TO DETAIL ON DRAWING THIS SHEET
SIDEWALK
3'
ACCESSIBLE SIGN LOCATION(TYP.)
REFER TO DETAILS ON DRAWING THIS SHEET
FACE OF CURB
4"
WHITE
PAINTED
STRIPE
(TYP.)
FACE OF
CURB
FLUSH W/
PAVEMENT
NOTES:
1.REFER TO GRADING PLANS FOR SPOT
ELEVATIONS AT ACCESSIBLE PARKING
SPACES. THE MAXIMUM SLOPE OF
ACCESSIBLE PARKING SPACES IS 2% IN ALL
DIRECTIONS.
2.VERIFY WITH SITE PLANS FOR NON-TYPICAL
ACCESSIBLE SPACES.
TYPICAL
ACCESSIBLE
VAN
ACCESSIBLE
4" WIDE WHITE
PAINTED
STRIPING (TYP.)
PARKING SPACE STRIPING
NOT TO SCALE
PAVEMENT
2'-0" DIAMETER
CONC. FOOTING
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4'
7.5'
3.5'
1-6"
4" DIAMETER STEEL PIPE
FILLED WITH CONCRETE
3'
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6"
CONCRETE PIPE BOLLARD
NOT TO SCALE
PRELIMINARY-NOT FOR CONSTRUCTION
WALL BEYOND
CONCRETE BOLLARD CAP
10-3/16" I.D. STEEL PIPE
COLLAR WELDED TO STEEL POST
HINGE WELDED TO STEEL
GATE FRAME (SLIP FIT ON POST)
1" X 4" TREX (VERTICALLY)
MECHAICALLY FASTENED
TO STRUCTURE (COLOR GREY)
HASP & PADLOCK
8" O.D. STEEL POST FILLED SOLID WITH
3000 PSI CONCRETE
2" SQUARE STEEL TUBING
WITH WELDED JOINTS (ON INSIDE)
10 3/16" I.D. STEEL PIPIE HINGE WELDED TO STEEL GATE FRAME
SLIP FIT ON POST
10 3/16" I.D. STEEL PIPE COLAR WELDED TO STEEL POST
1/2" STEEL PIN GATE STOP
3/4" I.D. STEEL PIPIE EMBEDED IN CONCRETE FOR PIN
TO DROP INTO WHEN CLOSED
REINFORCED CONCRETE PAD
3000 PSI CONCRETE FOUNDATION
5'
-
4
"
8"
1'-
0
"
10
"
10
"
10
"
8'-
0
"
6"
C3x4.1 CHANNEL AROUND METAL
GATE PANELS ALL 4 SIDES
10-3/16" I.D. STEEL PIPE
DUMPSTER ENCLOSURE GATE
NOT TO SCALE
12"
6"
6"5 1/2"
R3"
6"18"R12"
R18"
24"12"
6"
3000 PSI CLASS A
CONCRETE
6" CABC STONE
SAME CROSS
SLOPE AS ASPHALT
PAVEMENT
NOTE:
CONTRACTION JOINTS SHALL CONFORM TO NCDOT STANDARDS
24" DRY CURB AND GUTTER (SPILL CURB)
NOT TO SCALE
6'-0" LENGTH
7 1/2"
5"
ANCHOR WITH 58" REBAR EMBEDDED
24" IN GROUND (TWO PER WHEEL
STOP, COUNTERSINK 12")
PAVEMENT
2'-0" DIAMETER
CONC. FOOTING
BU
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4'
7.5'
3.5'
1-6"4" DIAMETER PAINTED
STEEL PIPE FILLED WITH
CONCRETE
3'
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6"
PROVIDE 2 SLOTS
ON UNDERSIDE OF
BLOCK FOR DRAINAGE
RESERVED
PARKING
12"
4"
12" DIA.
SLOPE TO DRAIN
TOP OF CONCRETE FOOTING
ACCESSIBLE OR
PREFERRED PARKING
SIGN (TYP.)
60"
ACCESSIBLE & PREFERRED
PARKING SIGN FOUNDATION
NOT TO SCALE
CONCRETE PIPE BOLLARD
NOT TO SCALE
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
NOTE: COORDINATE LOCATION
OF REBAR WITH BUILDING FOOTINGS,
UTILITY CONDUITS, PIPES, AND OTHER
UNDERGROUND IMPROVEMENTS TO AVOID
CONFLICTS WITH INSTALLATION.
NOTE: COORDINATE LOCATION
OF BOLLARD FOUNDATION WITH
BUILDING FOOTINGS, UTILITY CONDUITS,
PIPES, AND OTHER UNDERGROUND
IMPROVEMENTS TO AVOID CONFLICTS
WITH INSTALLATION.
12"
6"
6"7"
R3"
6"18"R12"
R18"
24"12"
6"
NOTE:
CONTRACTION JOINTS SHALL CONFORM TO NCDOT STANDARDS
3000 PSI CLASS A CONCRETE
6" CABC STONE
24" CURB AND GUTTER
NOT TO SCALE
STANDARD ASPHALT PAVEMENT PATCH DETAIL
NOT TO SCALE
MAX. PAVEMENT WIDTH
COMPACTED
BACKFILL
12" MIN.
MIN. 8" COMPACTED CABC
AGGREGATE BASE OR BINDER
COURSE
EX.
PAVEMENT
12"12"
PIPE
WIDTH
36" MIN.
MATCH EX. ASPHALT SECTION
(3" MIN. SF9.5A)
NOTES:
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY WITH A MACHINED SAW
CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH DRY SOIL OR ABC STONE TO THE
BOTTOM OF THE PROPOSED SUBGRADE. THE BACKFILL SHALL BE PLACED AND COMPACTED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3. WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH NCDOT STANDARDS.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTED SHALL BE REINSTALLED, BUT IN NO
CASE SHALL THE ASPHALT BE LESS THAN 3 INCHES THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO
ACHIEVE A SMOOTH LEVEL PATCH.
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B
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P
-
1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
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SHEET NUMBER:
2019-037
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02/04/2020
CA
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S
H
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D-02
UT
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PRELIMINARY-NOT FOR CONSTRUCTION
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1
9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
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SHEET NUMBER:
2019-037
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PRELIMINARY-NOT FOR CONSTRUCTION
CROSS SECTION
PROPOSED STREET,
25' OR WIDTH OF
WHICHEVER IS
EXISTING ROADWAY
6" MIN.
PLAN VIEW
35' MIN.
ROADWAY
EXISTING
50' MIN.
GREATER.
NEW CONSTRUCTION15' MIN.
12" MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
FABRIC UNDER STONE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
TWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
EXISTING ROADWAY
6" MIN.
35' MIN.
NEW CONSTRUCTION15' MIN.
12" MIN.
FABRIC UNDER STONE
ENTRANCE GRADE GREATER
THAN 2%
6" TO 8" STONE RIDGE
TEMPORARY CONSTRUCTION ENTRANCE (NCDENR 6.06)
NOT TO SCALE
NCDOT #4
STONE
(2"-3" THICK
CROSS SECTIONAL VIEW
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
BURY WIRE FENCE AND HARDWARE CLOTH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
SECTION VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
NOTES:
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
FRONT VIEW
SIDE VIEW
3'-0"
2'-0"
26"
8'-0" MAXIMUM
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
# 57 WASHED STONE PLACED TO A HEIGHT OF
12"-18" MINIMUM ABOVE TOP OF BOX
NOTE:
1.INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED
AND REPAIRS MADE AS NEEDED.
INSTALLATION DETAIL
BAG DETAIL
STANDARD TEMPORARY DIVERSION DITCH
NOT TO SCALE
STANDARD SILT FENCE OUTLET
NOT TO SCALE
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
STANDARD GRAVEL YARD INLET PROTECTION
NOT TO SCALE
STANDARD SILT BAG-INLET SEDIMENT CONTROL DEVICE
NOT TO SCALE
Figure A Figure E
Figure D
Figure B/
Figure E
Figure F
Figure C
Figure E
Ground
Surface
Figure C - Cross Section ViewFigure B - Profile View
Figure F - Profile View
Figure E
Figure G - Critical Point Securing
Ground Surface
Critical Point
Terminal End
Ground Surface
Critical Point
Blanket 3
Blanket 2
Blanket 1
Ground Surface
Blanket 2
Blanket 1
Blanket 3 Blanket 1
Product Application/Equivalency Specifications
Flow
* Drawings Not to Scale
6.0 in.
3.0 in.
3.0 in.
WESTERN
RPCOO ATRI NO
EXCELSIOR
Ground Surface
Figure E -
Plan View
Figure D - Plan View
- Denotes Staple Location
- Denotes Staple Location
2.5 ft.
2.5 ft.
8ft. Blanket
1ft.1ft.1ft.1ft.1ft.1ft.1ft.
8ft. Blanket
2ft.2ft.2ft.2ft.
1ft.
Slope Installation
Instructions EXCEL SS-2 TM
All Natural
Document # WE_EXCEL_SS2AN_SII
Excel SS-2 All Natural is produced by Western Excelsior and
consists of a temporary Rolled Erosion Control Product (RECP) comprised of a 100% certified weed free
agricultural straw matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets (top and
bottom). The expected longevity of Excel SS-2 All Natural is approximately 12 months (actual longevity
dependent on field and climatic conditions). Excel SS-2 All Natural is manufactured to include physical
properties sufficient to provide the intended longevity and performance. Product specifications may be
found on document WE_EXCEL_SS2AN_SPEC and performance information may be found on
document WE_EXCEL_SS2AN_PERF. All documents are available from Western Excelsior Technical
Support or www.westernexcelsior.com. Additional to above, equivalent products to Excel SS-2 All
Natural must meet identical criteria as Excel SS-2 All Natural as follows:
1.Consist of debris free and 100% certified weed free
agricultural straw bound between two, biodegradable jute/scrim nets.
2. Sufficient tensile strength, thickness and coverage to maintain
integrity during installation
and ensure material performance.
3. Listing within AASHTO NTPEP database.
4. Meet ECTC specification for category 2D products.
6.0 in.6.0 in.
Step 1 - Site Preparation
Prepare site to design profile and grade. Remove
debris, rocks, clods, etc.. Ground surface should be
smooth prior to installation to ensure blanket remains
in contact with slope.
Step 2 - Seeding
Seeding of site should be conducted to design
requirements or to follow local or state seeding
requirements as necessary.
Stap 3 - Staple Selection
At a minimum, 6 in. long by 1 in. crown, 11 gauge
staples are to be used to secure the blanket to the
ground surface. Installation in rocky, sandy or other
loose soil may require longer staples.
Step 4 - Excavate Anchor Trench and Secure
Blanket
Excavate a trench along the top of the slope to secure
the upstream end of the blanket. The trench should
run along the length of the installation, be 6 in. wide
and 6 in. deep. Staple blanket along bottom of trench,
fill with compacted soil, overlap blanket towards toe
of slope and secure with row of staples (shown in
Figures A, E and F).
Step 5 - Secure Body of Blanket
Roll blanket down slope from anchor trench. Staple
body of blanket following the pattern shown in Figure
D. Leave end of blanket unstapled to allow for
overlap shown in Figure B. Place downstream
blanket underneath upstream blanket to form shingle
pattern. Staple seam as shown in Figure E. Secure
downstream blanket with stapling pattern shown in
Figure D. Stapling pattern shown in Figure D reflects
minimum staples to be used. More staples may be
required to ensure blanket is sufficiently secured to
resist mowers and foot traffic and to ensure blanket is
in contact with soil surface over the entire area of
blanket. Further, critical points require additional
staples. Critical points are identified in Figure G.
Step 6 - Continue Along Slope - Complete
Installation
Overlap adjacent blankets as shown in Figure C and
repeat Step 5. Secure toe of slope using stapling
pattern shown in Figure E. Secure edges of
installation by stapling at 1.0' intervals along the
terminal edge.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
2
3
3
34
35
32
34
33
33
34
34
32
S
S
S
SS
W
W
S
7
5
°
0
0
'
4
2
"
W
12
3
.
6
4
'
UG LP TANK
HAMMOCK
FIRE PIT
PAVILION GRILLS
4' CHAIN LINK FENCE
APT. INFO
SIGN
APT. INFO
SIGN
TBM-MAG NAIL
EL. 35.08 (NAVD 88)
10" OAK
8" OAK
12" OAK
16" PALM
12" PALM
12" PALM
6" MAPLE
4" OAK
15" PINE
19" PINE
9" OAK
9" PINE
5" CHERRY
5" OAK
5" OAK
7" PINE
9" OAK
10" PINE
6" PINE
15" PINE
9" OAK
6" OAK
4" PINE
6" OAK
4" OAK
6" HOLLY
8" OAK
14" PINE
4" CHERRY
4" OAK
4" CHERRY
13" OAK 4" OAK
4" OAK 5" OAK
6" OAK
12" OAK
10" OAK
4" OAK
14" OAK 4" CHERRY
10" OAK
24" OAK
6" OAK
8" OAK
4" MAPLE
10" OAK
5" OAK
9" OAK
4" OAK
8" OAK
4" OAK4" OAK
9" OAK
7" OAK 4" OAK
6" CHERRY
9" PINE
9" PINE
6" OAK
5" PINE
15" PINE
21" PINE
30" PALM
24"
R
C
P
EX. DROP INLET
RIM 32.70
INV. 29.48 +/-
EX. CATCH BASIN
RIM 34.73
INV. 30.73
2
4
"
R
C
P
1
5
"
R
C
P
N 18
°
2
2
7
1
"
968
.
8
0
(BO
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B
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)
EX.
S
I
D
E
W
A
L
K
ASPHALT
ASPHALT
LIGHT
POLE
EX. CONC. C&G
W
W
W
W
W
W
W
W
W
W
EX.
8
"
W
A
T
E
R
(
F
R
O
M
R
E
C
O
R
D
S
)
(1) AR
(1) AR
(1) SP
(1) SP
(5) NO
(3) NO
(3) NO
(1) IL
(1) IL
(1) IL
(5) PT (6) PT
(3) PT
(4) PT
(1) LI
35
3
4
3
3
33
35
34
33
32
W
M
R
P
Z
8"X1" SERVICE SADDLE W/ CORP STOP
3/4" WATER
METER
3/4" RPZ IN ABOVE-GROUND
HEATED ENCLOSURE
1"CTS PE WATER
SERVICE TUBING
F
M
F
M
F
M
F
M
F
M FM
FM
FM
FM
FM
FM
FM
FM
TIE TO BLDG WASTE
PLUMBING
(-3'-0" BFF)
PACKAGED SEWER EJECTOR PUMP
REFER TO DETAILS
1 1/2" PVC
FORCE MAIN
36" MIN. COVER
CORE DRILL & TIE TO EX.
MANHOLE W/ FLEXIBLE
BOOT4" PVC SEWER SERVICE
@ 1.00%
SSCO
SAWCUT & PATCH EX.
CONCRETE
SAWCUT & PATCH EX.
CONCRETE
SAWCUT & PATCH EX.
ASPHALT
1
0
+
0
0
11+
0
0
1
2
+
0
0
1
2
+
0
7
EJECTOR PUMP CONTROL
PANEL WITH ALARM
35
3
4
3
3
33
35
34
33
32
PLANT SCHEDULE
TYPE QUANTITY KEY BOTANICAL NAME COMMON NAME PLANTING SIZE COMMENTS
TREES
SHRUBS
FP 18 PT PITTOSPORUM TOBIRA JAPANESE PITTOSPORUM 24" HEIGHT MIN.CONTAINER
TYPE/USE LEGEND
PLANT TYPE: LDT= LARGE DECIDUOUS TREE, SDT= SMALL DECIDUOUS TREE; EUT= EVERGREEN UNDERSTORY TREE; BUFF= BUFFER SHRUB; FB= FOUNDATION PLANTING
ES 11 NO NERIUM OLEANDER OLEANDER 24" HEIGHT MIN.CONTAINER
ES 3 IL ILEX x 'EMILY BRUNER'EMILY BRUNER HOLLY 24" HEIGHT MIN.CONTAINER
LDT 2 AR ACER RUBRUM 'SUN VALLEY'SUN VALLEY MAPLE 1.5" CAL. MINIMUM B&B
EUT 2 SP SABAL PALMETTO PALMETTO PALM 8' HEIGHT, MIN.B&B
SDT 1 LI LAGERSTROEMIA INDICA x 'MUSKOGEE'MUSKOGEE CRAPE MYRTLE 8' HEIGHT, MULTI-STEM B&B
N
10'20'
SCALE IN FEET
5'10'
SCALE: 1 IN =10 FT
SCALE IN FEET
HORIZONTAL
0
TH
E
S
E
P
L
A
N
S
A
N
D
A
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DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
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SHEET NUMBER:
2019-037
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
MAINTENANCE NOTES:
1.THE OWNERS OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
REQUIRED LANDSCAPING BY KEEPING LAWNS MOWED, ALL PLANTS MAINTAINED AS DISEASE
FREE, ALL PLANTING BEDS GROOMED AND KEPT WEED FREE (EXCEPT IN AREAS OF PRESERVED
EXISTING NATURAL VEGETATION (I.E., THICKETS), AND KEPT FREE FROM TRASH, DEBRIS AND
OTHER OBJECTIONABLE MATERIALS.
2.THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH IS REMOVED OR DIES AFTER THE
DATE OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON;
AND, THE REPLACEMENT OF ANY TREE IN A TREE SAVE AREA, WHICH IS REMOVED OR DIES
AFTER THE DATE OF APPROVAL OF A PRESERVATION LANDSCAPE PLAN. SUCH REPLACEMENT
SHALL OCCUR DURING THE NEXT PLANTING SEASON.
3.THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE
RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND MAINTENANCE OF ALL PLANTINGS
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: LAWN: FERTILIZE LAWNS TWICE PER YEAR (FEBRUARY 15-MARCH 15 AND
AGAIN SEPT. 1- OCTOBER 31) ACCORDING TO SOIL TEST. FERTILIZE WARM SEASON
GRASSES ONCE DURING GROWING SEASON PER SOIL TEST.
B.PRUNING: PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD WOOD OR BRANCHES FOR
TREES OR FOR SIGHT DISTANCES/SAFETY REASONS. THE SHIGO STANDARDS SHOULD
BE ADHERED TO. THE PRUNING OF SHRUBS SHALL BE LIMITED TO THE PRUNING
NECESSARY TO MAINTAIN THE NATURAL SHAPE OF THE PLANT EXCEPT FOR SHEARED
HEDGES.
C.PEST CONTROL: PRE-EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE
APPLIED IN FEBRUARY. CHEMICAL TREATMENT FOR INSECT INFESTATION AND DISEASE
MAY BE APPLIED AND SHALL BE SPECIFIC TO THE PROBLEM.
D.MULCHING: MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2-3" IN PLANT BEDS. MULCH
SHALL BE REAPPLIED EVERY TWO YEARS.
E.MOWING: PRIMARY FESCUE LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3" AND SHALL
BE MOWED APPROXIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS MAY BE
MAINTAINED HIGHER AND LESS FREQUENTLY. WARM SEASON GRASSES SHALL BE
MOWED AS NEEDED DURING THE GROWING SEASON TO MAINTAIN THE RECOMMENDED
HEIGHT OF THE SPECIES OF TURF GRASS.
F.PLANT PROTECTION: AVOID EXCESS INTRUSION INTO THE ROOT ZONE AREA OF
ESTABLISHED PLANTINGS.
G.WATERING: IF ANY IRRIGATION SYSTEM IS UTILIZED, THE SYSTEM SHALL BE REGULATED
TO PROVIDE APPROXIMATELY 1" OF RAINFALL PER WEEK DURING THE GROWING
SEASON.
H.FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY
CONSTITUTE A VIOLATION OF THE LAND DEVELOPMENT ORDINANCE AND MAY RESULT IN
FINES.
GENERAL NOTES:
CONSTRUCTION/INSTALLATION:
INSPECTIONS/GUARANTEE:
1.EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE
COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY CHARLES F. RIGGS AND
ASSOCIATES, INC. (DATED DECEMBER 20, 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, NEW HANOVER
COUNTY GIS DATA, AND OTHER DATA SOURCES AS REQUIRED.
2.PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING
PERMIT AN ON-SITE PRECONSTRUCTION MEETING IS REQUIRED BETWEEN THE
DEVELOPER AND NEW HANOVER COUNTY INSPECTION STAFF TO REVIEW PROCEDURES
FOR THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS THAT ARE TO
REMAIN AS IDENTIFIED ON THE LANDSCAPING PLANS.
3.CONTACT THE NC ONE CALL CENTER (811) FOR LOCATIONS OF ALL UTILITY LINES. TREES
SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM WATER AND SEWER CONNECTIONS.
NOTIFY THE ENGINEER IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
4.VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING; PLANT LIST
TOTALS ARE SHOWN FOR CONVENIENCE ONLY AND SHALL BE CONFIRMED PRIOR TO
SUBMITTING BIDS.
5.PROVIDE PLANT MATERIALS OF QUANTITY , SIZE, GENUS, SPECIES, AND VARIETY
INDICATED ON THE PLANS, UNLESS EXPRESS WRITTEN PERMISSION IS ISSUED FROM THE
OWNER OR THE ENGINEER INDICATING OTHERWISE. FINAL PLANT SELECTION MAY BE
SUBJECT TO SEASONAL AVAILABILITY AND MAY BE ALTERED OR MODIFIED BY THE
OWNER AS DESIRED.
6.ALL PLANT MATERIALS AND INSTALLTION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." IF
SPECIFIED PLANT MATERIAL IS NOT AVAILABLE, SUBMIT PROOF OF NON-AVAILABILITY TO
THE ENGINEER, TOGETHER WITH PROPOSAL FOR THE USE OF EQUIVALENT MATERIAL,
VARIETIES, OR CULTIVARS.
7.PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT
SPECIFICATIONS.
1. THE OWNER AND/OR ENGINEER RESERVES THE RIGHT TO REJECT ANY PLANTS AND
MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS
AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR
NURSERY STOCK."
2. LABEL AT LEAST ONE TREE AND SHRUB OF EACH VARIETY AND CALIPER WITH A
SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL
AND COMMON NAME.
3. INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING
TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
4. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING
INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.
CONTRACTOR SHALL NOTIFY THE OWNER OF CONDITIONS WHICH AFFECTS THE
GUARANTEE.
1. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL
NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY THE COMPLETENESS, INCLUDING
THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR
SCHEDULING A FINAL INSPECTION BY THE ENGINEER.
2. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER
DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY
GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE
CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
3. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH
APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR
TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
4. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
IMPORTANT NOTE: PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION
ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED
TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS,
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
ALL PROPOSED VEGETATION WITHIN THE SIGHT DISTANCE TRIANGLES SHALL NOT
INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30" TO 10' ABOVE THE GROUND.
N . C O L L E G E R O A D ( N C H W Y 1 3 2 )
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IMPORTANT NOTE: FINAL LANDSCAPE SPECIES SELECTION SHALL BE APPROVED BY
OWNER AND MAY BE ALTERED AT THE OWNER'S DISRETION BASED ON SEASONAL
AVAILABILITY AND LOCAL NURSERY STOCK. ALL PLANT CULTIVAR SELECTIONS
MUST COMPLY WITH NEW HANOVER COUNTY STANDARDS.
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DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
TH
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2019-037
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
DECIDUOUS TREE PLANTING DETAIL
NOT TO SCALE
3X ROOT BALL DIAMETER
NOTES:
1.CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS
PRIOR TO INSTALLATION.
2.SAUCER SHALL BE FLOODED TWICE
DURING THE FIRST 24 HOURS AFTER
PLANTING.
DO NOT PRUNE LEADER. PRUNE OR CUT
ONLY DEAD OR UNHEALTHY BRANCHES
PROTECT TREE WITH
BLACK RUBBER HOSE
10 GA. WIRE WITH
GALVANIZED TURN-BUCKLE
WHITE PLASTIC FLAG ON WIRE ABOVE
TURN-BUCKLE AND 6" ABOVE GROUND
TRUNK FLARE JUNCTION, PLANT 2" ABOVE
FINISHED GRADE. REMOVE EXTRA SOIL
FROM TRUNK FLARE. TREE SHALL BE SET
PLUMB
MULCH 3" MIN. KEEP FROM DIRECT
CONTACT WITH TRUNK
EDGE OF 3" HIGH WATERING SAUCER
2"X4"X3" WOOD STAKE BURIED 3"
BELOW FINISH GRADE, 3 PER TREE,
EQUALLY SPACED.
COMPLETELY REMOVE BURLAP,
LACING AND WIRE BASKET FROM
TOP 1/2 OF THE ROOT BALL
PLANTING SOIL MIX AS SPECIFIED
ROOT BALL SHALL BE PLACED
DIRECTLY ON COMPACTED SUBGRADE
ANNUAL/PERENNIAL BED PLANTING DETAIL
NO SCALE
12" MIN.
HEIGHT VARIES
WITH PLANTS
UNDISTRURBED EARTH
AMENDED SOIL MIX
SHREDDED HARDWOOD
BARK MULCH
PERENNIAL PLANT
SHRUB PLANTING DETAIL
NO SCALE
6"
REMOVE ALL DEAD, BROKEN,
DISEASED AND WEAK BRANCHES
AT TIME OF PLANTING INSTALL SHRUBS SO THAT TOP OF THE
ROOTBALL IS AT THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2" ABOVE IN
POOR DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH SOIL
3" SHREDDED HARDWOOD MULCH
KEEP AWAY FROM TRUNK
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 1/3 OF BALL
SCARIFY BOTTOM AND SIDES OF PIT