20160589 Ver 1 _Stormwater Site Plans _20161115

LEGEND
EXISTING IRON PIN (AS DESCRIBED)
x ###.# SPOT ELEVATION
• BOLLARD
ss SANITARY SEWER MANHOLE
DROP INLET
Q STORM DRAIN MANHOLE
SIGN
® CLEAN OUT
® FLARED END SECTION
® MAIL. BOX
® GAS. METER
0 GAS TEST STATION
® GASVALVE
-w- - _ -w- - _._.w_._.._...- -w--
x x x x x x x x x x x
__ — --T-----T_....—.——T----T----T-
--------P-------P------P------P----P—
_G----..G----G—.—._ —G—
®—.—SS-----SS----SS----SS
4540 FORTUNE AVE. NW.,, CONCORD, NCI28027
SCHEMATIC PROJECT OVERVIEW
NTS
•a
I1.}
I.1
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VICINITY MAFA
NTS
ACTH
f/ li
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A
1 ! 11 1�1 ���'1M1111��1 1�1rn.. �M�1�'(I11111Ii II IJiffill JIM 11 111HIM1111111
DIRECTIONS TO SITE
—COMING OFF OF 1-85 TURN RIGHT ONTO NC HWY 73
—SHORTLY AFTER TURN RIGHT ONTO INTERNATIONAL DR NW
—THEN TURN LEFT ONTO FORTUNE AVE NW
—PROCEED TO THE CUL—DE—SAC AT THE END OF THE ROAD
ADDRESS — 4540 FORTUNE AVE. NW
CONCORD NC, 28027
SPECIAL PROJECT NOTES'! AND INSTRUCTIONS
® WATER VAULT
® WATER VALVE
-�- HYDRANT
Fuc FIRE DEPARTMENT CONNECTION
iv® IRRIGATION VALVE
® TRANSFORMER
® ELECTRIC BOX
- LIGHT POLE
Q ELECTRIC MANHOLE
Q WATER METER
BFP BACK FLOW PREVENTER
El TELEPHONE PEDESTAL
BOUNDARY BY DEED OR PLAT
EASEMENT
WATER LINE
FENCE
UNDERGROUND TELEPHONE LINE
UNDERGROUND POWER LINE
GAS LINE
SANITARY SEWER LINE
CURB & GUTTER
MAJOR CONTOURS
MINOR CONTOURS
DRAINAGE LINE
TREE LINE
PROJECT INFORMATION
AND CONTACTS
PROJECT INFORMATION
PARCEL PIN NUMBERS
PARCEL ACREAGE
PARCEL ZONING
PROPOSED PARCEL USE
WATERSHED/NPDES PHASE
5601-76-2616
30.136 ACRES
1-2
INDUSTRIAL OFFICE SPACE
PHASE 11 (CITY OF CONCORD)
WATER SYSTEM PROVIDER CITY OF CONCORD
SEWER SYSTEM PROVIDER CITY OF CONCORD
ELECTRICAL PROVIDER CITY OF CONCORD
GAS PROVIDER PSNC ENERGY
CONTACT INFORMATION
PROJECT
LEGEND-
PROJECT LOCATION
NOTE -NOT ALL ITEMS SHOWN IN LEGEND bdAAY SHOW ON PLANS
CESI PROJECT NUMBER
ABBREVIATIONS FOR CIVIL DRAWINGS
JV OWNERSHIP
0 Diameter
CJ: Control Joint
FE: Fire Extinguisher
LT WT. Lightweight
RR: Railroad
AC: Acre
CK: Caulking
FF: Finished Floor
MAINT: Maintenance
RT: Right
AB: Anchor Bolt
CL: Centerline
FFE: Finished Floor Elevation
MAN: Manual
RWL: Rain Water Leader
ACI: American Concrete Institute
CLL: Contract Limit Line
FH: Fre Hydrant
MAS: Masonry
S: South
ADA: Americans with Disabilities
CLR: Clear
FHR: Fre Hose Rack
MAT: Material
S4S: Surfaced 4 Sideso 0
Act of 1992
CMP: Corrugated Metal Pipe
FHS: Fre Hose Station
MATL: Material
SALV: Salvage
ADD: Addendum; Addition
CMU: Concrete Masonry Unit
FIN: Finish
MAX: Maximum
SAN: Sanitary
ADDL: Additional
CNDS: Condensate
FITC: Fitting
MED: Medium
SCHED: Schedule
ADJ: Adjust, Adjustable,
CNTR: Center
FL: Floor
MEMS: Membrane
SCUP: Scupper
Adjacent
CO: Cleanout
FLG: Flange
MEZZ: Mezzanine
SECT: Section
AFF: Above Finished Floor
CO & OP: Cleanout & Deck
FM: Fire Main
MFD: Manufactured
SERV: Service
AGGR: Aggregate
Plate
FND: Foundation
MFG: Manufacturer
SF: Square Foot
AIA: American Institute of
COL: Column
F0: Finished Opening
MH: Manhole
SHT: Sheet
Architects, American_ Insurance
COM: Common
FOC: Face of Concrete
Ml: Miles
SIM: Similar
Association
COMB: Combination
FOF: Face of Finish
MIN: Minimum
SJS: Silicone Joint Sealant
RISC: American Institute of
CONC: Concrete
FOS: Face of Studs
MISC: Miscellaneous
SLOT: Slotted
Steel Construction
CONN: Connection
FPRF: Fireproof
MK: Mark
SLV: Sleeve
ALT: Alternate, Alteration;
CONST: Construction
FR: Fire Riser
MO: Masonry Opening
SNT: Sealant
Altitude
CONT: Continuous
FRT: Fire Retardant
MOD: Module
SPC: Spacer
ANCH: Anchor, Anchorage
CONTR: Contractor
FT: Foot
MONO: Monolithic
SPD: Sump Pump Discharge
ANDD: Anodized
CNR: Corner
FURN: Furnish
MTD: Mounted
SPEC: Specification,
AP: Access Panel
CORR: Corridor, Corrugate
FUT: Future
MTL: Material
Specifications
APPO: Approved
COV: Cover
FVC: Fire Valve Cabinet
N: North
SPK: Speaker
APPROX: Approximate
CPR: Copper
G: Gas
NEUT: Neutral
SPL: Special
ARCH: Architect, Architectural
CPT: Carpet
GA: Gauge
NIC: Not In Contract
SPLR: Sprinkler
ASCE: American Society of Civil
CSG: Casing
GAL: Gallon
NO: Number
SPM: Sprinkler Main
Engineers
CSK: Countersink
GALV: Galvanized
NOM: Nominal
SQ: Square
ASPH: Asphalt oASSEM:
CSMT: Casement
GC: General Contractor
NTS: Not To Scale
STA: Station
Assemble
CSN: Caisson
GENL: General
0: Oxygen
STD: Standard
ASSOC: Association; Associate
CSTG: ,Casting
GKT: Gasket
0/0: Out to Out
STG: Storage, Seating
ASSY: Assembly
CTD: Coated
GL: Glass
OC: On Center
STGR: Stagger
ASTM: American Society for
CTR: Center
GLVA: Globe Valve
OD: Outside Diameter
STIFF: Stiffener
Testing and Materials
CTSC: Communications Systems
GND: Ground
OF.- Outside Face
STOR: Storage
AUTO: Automatic
Terminal Cabinet
GP: Galvanized Pipe
OH: Overhead
STRL: Structural
AVG: Average
CTSK: Countersunk
GPH: Gallons Per Hour
OHD: Overhead Doo
STM WT -R: Storm Water
AWWA: American Water Works
CTWT: Counterweight
GPM: Gallons Per Minute
OP: Opaque
STWY: Stairway
Association
CU. FT.: Cubic Feet
GPS: Gallons Per Second
OPNG: Opening
SUCT: Suction
AX: Axis
CU. YD.: Cubic Yard
GR: Grade
OPP: Opposite
SUPP: Supplementary
B/B: Back to Back
CV: Check Valve
GRAN: Granular
OR: Outside Radius
SUPT: Superintendent
B & B: Balled and Bur(apped
CY: Cubic Yard
GV: Gate Valve
ORN: Ornamental
SURF: Surface
B & F: Bell and Flange
CYL: Cylinder
GVL. Gravel
OS&Y: Outside Screw & Yoke
SUSP: Suspend
B & S• Bell and Spigot
D: Depth
H: High
(valve)
SV: Safety Relief Valve
13/Bo#tom (of)
13/::Balance
DBL: Double
HC: Handicapped
OUT.• Outlet
SY: Square Yard
DCV: Detector Check Valve
HD: Heavy Duty
OVFL• Overflow
SYM: Symmetrical
BAF: Baffle
DEMO: Demolition
HDWE: Hardware
PAR: Parallel
SYN: Synthetic
BBL: Barrel
DEP: Depressed
HEX: Hexagonal
PB: Pull Box, Push Button,
SYS: System
BDL: Bundle
DIAG: Diagonal
HGR: Hanger
HGT: Height
panic Bar
TEE: Tee
T/: Top
BDY: Boundary
DIA: Diameter
PC: Precast Concrete
EL: Below
BEL:
DIM: Dimension
HORIZ: Horizontal
PD: Pump Discharge
T&B: Top and Bottom
Bet
DIP: Ductile Iron Pipe
HOSP: Hospital
PE: Professional Engineer
TAN.: Tangent
•
BF: BottomBetween Face
DIV: Division
HP: High Point
PERIM: Perimeter
TC: Top of Curbo
BFO: Bulkhead
DL: Dead Load
HR: Hour
PERP: Perpendicular
TD: Trench Drain
BIT: Bituminous
DMH: Drop Manhole
HSG: Housing
PG: Pressure Gauge
TEL: Telephone
BJF• Bituminous Joint Filler
DN: Down
HT: Height
PH: Phase
TEMP: Temporary, Tempered,
BL: Base Line, Building Line
OP: Damp proofing
DR: Door
HVY: Heavy
HWY: Highway
PIV: Post Indicator Valve
PJF• Preformed Joint Filler
Temperature
THK: Thick, Thickness
BLDG: Building
BLK: Block
DS: Downspout
HYD: Hydraulic
PKG: Parking
THRM: Thermal
B LK:: Blocking
DSP: Ory Standpipe
HYDRO: Hydrostatic
PKWY: Parkway
THRU: Through
BL Bench Mark
DT: Drain Tile
IBV: Indicating Butterfly Valve
PL: Property Line
TOL: Tolerance
BMT: Butyl Mastic Tape Sealant
DTL: Detail
DVTL: Dovetail
ID: Inside Diameter
IE: Invert Elevation
PLBG: Plumbing
POT W Potable Water
TP: Top of Pavement
TRAV: Traverse❑ o 11
BN: Bullnose
BNT: Bent
DW: Domestic Water
IMH: Inlet Manhole
PRE: Prefinished
TSL: Top of Slab
B0: Blow Off
DWG: Drawing
IN: Inch
PREFAB: Prefabricated
TST: Top of Steel
BOT: Bottom
DWL: Dowel
INCL: Include
PRES: Pressure
TSTAT: Thermostat
BP: Bypass
DS: Downspout
INCR: Increase
PRI: Primary
TV: Television
BPL: Bearing Plate
E: East
INFO: Information
PROT. Protection, Protective
TW: Top of Wall
BRDG: Bridge, Bridging
E/E: End to End
EA: Each
INSP: Inspect
INSTL: install
PRV: Pressure Reducing Valve
PSF: Pounds per square foot
TYP: Typical
UC: Undercut
BRG: Bearing
BRG: Brick
ECC: Eccentric
INSUL: Insulation
PSI: Pounds per square inch
UL: Underwriters' Laboratories
BRKR: Breaker
EE: Each End
INT: Interior
PTC: Post -Tensioned Concrete
UNFIN: Unfinished
BRKR: Bracket
EF: Each Face
INTERM: Intermediate
PVMT. Pavement
UNO: Unless Noted Otherwise
BRS: Butyl Rubber Sealant
EG: Edge
EIFS: Exterior Insulation and
INTM: Intermediate
INV. Invert
PVT: Private
PWR: Power
UT: Utility
VA: Volt Ampere
BRS: Bronze
BS: Both Sides
Finish System
IP: Iron Pin
QUAL: Quality
VAC: Vacuum
BSMT• Basement
EJ: Expansion Joint
IPS: Iron Pin Set
QUANT: Quantity
VB: Valve Box
BTR: •Better
EL: Elevation
IW: . Indirect Wasted
QTY: Quontity
VCP: Vitrified Clay Pipe
BV: ButterflyValve
ELB: Elbow
JB: Junction Box
R: Radius
VERT: Vertical
BW: Bath Ways
ELEC: Electrical
JCT: Junction
RD: Roof Drain, Round
VIF: Verify In the Field
BWV: Back Water Valve
ELEV: Elevation
JF: Joint Filler
REBAR: Reinforcing Bar
VLT: Vault
BYP• By Pass
SNCL: Enclosure
JT: Joint
REC: Receiver
VNR: Veneer
C: Curb
ENGR: Engineer
K0: Knockout
RED: Reducer
VOL. Volume
ENTR: Entrance
KVA: Kilovolt -Ampere
REF: Reference
VTR: Vent Through Roof
C/C: Center to Centero o
EQ: Equal
KW: Kilowatt
REINF: Reinforcement or
W: West
CAIS: Caisson
EQUIP: Equipment
L-: Length
Reinforce
W/: With
CAP: Capacity
EST: Estimate
LLandscape Architect
REM: Remove, Removable
W/0• Without
Cavity
CAV: Cap
EW: Each Way
LAB: Laboratory
READ: Required
WM: Water Main or Water Meter
CB: Catch Basin
EX: Existing
�
LBL• Label
RET.• Retaining
UG: Under Ground
CER: Ceramic
CF: Cubic Feet
EXIST: Existing
LH: Left Hand
REV: Revision
XFMR: Transformer
CFM: Cubic Feet per Minute
EXP: Expansion
EXT: Exterior
LIB: Library
LIN: Linear
RF: Roof
RGH: Rough
XH: Extra Heavy
X HVY: Extra Heavy
CFS: Cubic Feet per Second
/ F F: Face to Face
LL: Live Load
RH: Right Hand
X STR: Extra Strong
CFT: Cubic Foot
CG: Corner Guard
FAB: Fabricate
FAO: Finish A11 Over
LNDG: Landing
LOC: Locate
RM: Room
RMS: Root Mean Squared
YD: Yard
YI: Yard Inlet
CRAM: Chamfer
FB: Face Brick
LOCS: Locations
RMV: Remove
YR: Year
CHAChannel
FD: Floor drain
LP: Low Point
RN: Riser Nipple
Cl: Cast Iron
CIP: Cast Iron Pipe
FDC: Fire Department
LT: Light
LTG: Lighting
R0: Rough Opening
ROW: Right of Way
CIP: Circle
Connection
LEGEND
EXISTING IRON PIN (AS DESCRIBED)
x ###.# SPOT ELEVATION
• BOLLARD
ss SANITARY SEWER MANHOLE
DROP INLET
Q STORM DRAIN MANHOLE
SIGN
® CLEAN OUT
® FLARED END SECTION
® MAIL. BOX
® GAS. METER
0 GAS TEST STATION
® GASVALVE
-w- - _ -w- - _._.w_._.._...- -w--
x x x x x x x x x x x
__ — --T-----T_....—.——T----T----T-
--------P-------P------P------P----P—
_G----..G----G—.—._ —G—
®—.—SS-----SS----SS----SS
4540 FORTUNE AVE. NW.,, CONCORD, NCI28027
SCHEMATIC PROJECT OVERVIEW
NTS
•a
I1.}
I.1
I
0
VICINITY MAFA
NTS
ACTH
f/ li
1.
®0
0� =
A
1 ! 11 1�1 ���'1M1111��1 1�1rn.. �M�1�'(I11111Ii II IJiffill JIM 11 111HIM1111111
DIRECTIONS TO SITE
—COMING OFF OF 1-85 TURN RIGHT ONTO NC HWY 73
—SHORTLY AFTER TURN RIGHT ONTO INTERNATIONAL DR NW
—THEN TURN LEFT ONTO FORTUNE AVE NW
—PROCEED TO THE CUL—DE—SAC AT THE END OF THE ROAD
ADDRESS — 4540 FORTUNE AVE. NW
CONCORD NC, 28027
SPECIAL PROJECT NOTES'! AND INSTRUCTIONS
® WATER VAULT
® WATER VALVE
-�- HYDRANT
Fuc FIRE DEPARTMENT CONNECTION
iv® IRRIGATION VALVE
® TRANSFORMER
® ELECTRIC BOX
- LIGHT POLE
Q ELECTRIC MANHOLE
Q WATER METER
BFP BACK FLOW PREVENTER
El TELEPHONE PEDESTAL
BOUNDARY BY DEED OR PLAT
EASEMENT
WATER LINE
FENCE
UNDERGROUND TELEPHONE LINE
UNDERGROUND POWER LINE
GAS LINE
SANITARY SEWER LINE
CURB & GUTTER
MAJOR CONTOURS
MINOR CONTOURS
DRAINAGE LINE
TREE LINE
PROJECT INFORMATION
AND CONTACTS
PROJECT INFORMATION
PARCEL PIN NUMBERS
PARCEL ACREAGE
PARCEL ZONING
PROPOSED PARCEL USE
WATERSHED/NPDES PHASE
5601-76-2616
30.136 ACRES
1-2
INDUSTRIAL OFFICE SPACE
PHASE 11 (CITY OF CONCORD)
WATER SYSTEM PROVIDER CITY OF CONCORD
SEWER SYSTEM PROVIDER CITY OF CONCORD
ELECTRICAL PROVIDER CITY OF CONCORD
GAS PROVIDER PSNC ENERGY
CONTACT INFORMATION
PROJECT
LEGEND-
PROJECT LOCATION
NOTE -NOT ALL ITEMS SHOWN IN LEGEND bdAAY SHOW ON PLANS
CESI PROJECT NUMBER
❑ SILT FENCE
JV OWNERSHIP
---�->-----<rD TEMP. DIVERSION DITCH
CLIENT'S REPRESENTATIVE
EXISTING PAVEMENT
CLIENT'S ADDRESS
— — EXISTING MAJOR CONTOUR
CHECKED BY:
EXISTING MINOR CONTOUR
CLIENT'S PHONE
BOUNDARY
CLIENT'S EMAIL
- RIGHT OF WAY
PROJECT CONTRACTOR
EXISTING CENTERLINE
CONTRACTOR'S REPRESENTATIVE EMMITT BLACK
PROPOSED STRIPING
797 DAVIDSON DR CONCORD, NC
123 PROPOSED MAJOR CONTOUR
N�
456 PROPOSED MINOR CONTOUR
704-788-4438
PROPOSED PAVEMENT
704-791-4341
PROPOSED STORM SEWER
LEGEND
EXISTING IRON PIN (AS DESCRIBED)
x ###.# SPOT ELEVATION
• BOLLARD
ss SANITARY SEWER MANHOLE
DROP INLET
Q STORM DRAIN MANHOLE
SIGN
® CLEAN OUT
® FLARED END SECTION
® MAIL. BOX
® GAS. METER
0 GAS TEST STATION
® GASVALVE
-w- - _ -w- - _._.w_._.._...- -w--
x x x x x x x x x x x
__ — --T-----T_....—.——T----T----T-
--------P-------P------P------P----P—
_G----..G----G—.—._ —G—
®—.—SS-----SS----SS----SS
4540 FORTUNE AVE. NW.,, CONCORD, NCI28027
SCHEMATIC PROJECT OVERVIEW
NTS
•a
I1.}
I.1
I
0
VICINITY MAFA
NTS
ACTH
f/ li
1.
®0
0� =
A
1 ! 11 1�1 ���'1M1111��1 1�1rn.. �M�1�'(I11111Ii II IJiffill JIM 11 111HIM1111111
DIRECTIONS TO SITE
—COMING OFF OF 1-85 TURN RIGHT ONTO NC HWY 73
—SHORTLY AFTER TURN RIGHT ONTO INTERNATIONAL DR NW
—THEN TURN LEFT ONTO FORTUNE AVE NW
—PROCEED TO THE CUL—DE—SAC AT THE END OF THE ROAD
ADDRESS — 4540 FORTUNE AVE. NW
CONCORD NC, 28027
SPECIAL PROJECT NOTES'! AND INSTRUCTIONS
® WATER VAULT
® WATER VALVE
-�- HYDRANT
Fuc FIRE DEPARTMENT CONNECTION
iv® IRRIGATION VALVE
® TRANSFORMER
® ELECTRIC BOX
- LIGHT POLE
Q ELECTRIC MANHOLE
Q WATER METER
BFP BACK FLOW PREVENTER
El TELEPHONE PEDESTAL
BOUNDARY BY DEED OR PLAT
EASEMENT
WATER LINE
FENCE
UNDERGROUND TELEPHONE LINE
UNDERGROUND POWER LINE
GAS LINE
SANITARY SEWER LINE
CURB & GUTTER
MAJOR CONTOURS
MINOR CONTOURS
DRAINAGE LINE
TREE LINE
PROJECT INFORMATION
AND CONTACTS
PROJECT INFORMATION
PARCEL PIN NUMBERS
PARCEL ACREAGE
PARCEL ZONING
PROPOSED PARCEL USE
WATERSHED/NPDES PHASE
5601-76-2616
30.136 ACRES
1-2
INDUSTRIAL OFFICE SPACE
PHASE 11 (CITY OF CONCORD)
WATER SYSTEM PROVIDER CITY OF CONCORD
SEWER SYSTEM PROVIDER CITY OF CONCORD
ELECTRICAL PROVIDER CITY OF CONCORD
GAS PROVIDER PSNC ENERGY
CONTACT INFORMATION
PROJECT
CLASS A SPECULATIVE OFFICE BUILDING
PROJECT LOCATION
CONCORD, NC
CESI PROJECT NUMBER
160104.000
JV OWNERSHIP
4540 FORTUNE AVE., LLC
CLIENT'S REPRESENTATIVE
CESI, LLC (ALEX RANKIN)
CLIENT'S ADDRESS
PO BOX 268 CONCORD, NC
CHECKED BY:
28026-0268
CLIENT'S PHONE
704-634-1411
CLIENT'S EMAIL
alexrankin0cesilds.com
PROJECT CONTRACTOR
CM SLACK CONSTRUCTION
CONTRACTOR'S REPRESENTATIVE EMMITT BLACK
CONTRACTORS ADDRESS
797 DAVIDSON DR CONCORD, NC
28026-268
CONTRACTOR'S PHONE
704-788-4438
CONTRACTOR'S REP MOBILE
704-791-4341
CONTRACTOR REP EMAIL
[e-mail]
PROJECT ARCHITECT
CONTACT
CONTACT EMAILS
PHONE
CIVIL ENGINEER
CIVIL ENGINEER NC FIRM LICENSE
ENGINEER
ENGINEER NC LICENSE
CIVIL ENGINEER ADDRESS
CIVIL ENGINEER PHONE
ENGINEER EXTENSION
ENGINEER MOBILE
ENGINEER EMAIL
MUNICIPALITY
PLANNING
PHONE
EMAIL
ENGINEERING
PHONE
EMAIL
TRANSPORTATION
PHONE
EMAIL
TRANSPORTATION
PHONE
EMAIL
UTILITIES
PHONE
EMAIL
ELECTRICAL
PHONE
EMAIL
YCH ARCHITECTS
MIKE CHREITZBERG
[e-mail]
704-788-2000
CESI
C-0263
DAVID F. REESE, PE
18163
PO BOX 268, CONCORD, NC
28026--0268
[phone]
1021
[phone]
[e-mail]
CITY OF CONCORD, NC
CITY OF CONCORD
704-920-5155
SUE HYDE
704-920-5401
[e-mail]
MARC MORGAN, DOT
704-982-0104
[e-mail]
JOE WILSON
704-920-5362
[e-mail]
CHRISTIE PUTNAM
704-920-5343
PUTNAMCQconcordnc.gov
BOB PATE
704-920-5301
[e-mail]
CIVIL GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.ce§ilds.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
CESI PROJECT NO.:
SHEET INDEX
CESI PROJECT
SHEET N0.
SHEET TITLE
CITY SUBMITTAL PLAN REVIEW
C001
GENERAL NOTES AND SPECIFICATIONS
DATE:
3
BOUNDARY AND TOPOGRAPHIC SURVEY (SHT
10F3)
CHECKED BY:
BOUNDARY AND TOPOGRAPHIC SURVEY (SHT
20F3)
DFR
BOUNDARY AND TOPOGRAPHIC SURVEY (SHT
30F3)
DIVISION SURVEY
C200
SITE LAYOUT PLAN
C201
SITE LAYOUT PLAN ENLARGMENT
C202
SITE LAYOUT PHASING PLAN
C210
IMPERVIOUS AREA PLAN
C300
GRADING AND STORM DRAINAGE PLAN
C301
GRADING ENLARGMENTS
C302
GRADING ENLARGMENTS
C310
STORMWATER POND MANAGEMENT
C311
STORMWATER POND MANAGEMENT PLANTING
PLAN
C320
STORMWATER DETAILS
C321
STORMWATER DETAILS
C400
EROSION CONTROL PHASE 1
C401
EROSION CONTROL PHASE 2
C402
EROSION CONTROL PHASE 3
C410
EROSION CONTROL DETAILS
C500
DRY UTILITY PLAN
C600
OVERALL UTILITY PLAN
C601
WATER PLAN
C602
SEWER PLAN WITH PROFILES
C603
WATER LINE PROFILE
C610
UTILITY DETAILS
C611
UTILITY DETAILS
C700
GENERAL SITE DETAILS
L100
LANDSCAPING PLAN
L110
LANDSCAPING DETAILS
CESI PROJECT NO.:
160104.000
CESI PROJECT
DAVID F. REESE, PE
MANAGER:
CITY SUBMITTAL PLAN REVIEW
PROJECT START
MAY 2016
DATE:
3
DRAWN BY:
TSG,DMR,DFR
CHECKED BY:
DFR
APPROVED BY:
DFR
ENGINEERS SEAL
L
18 3
off
F.R
ddldlilll� !d
REVISION
DATE
DESCRIPTION
1
06/22/16
CITY SUBMITTAL PLAN REVIEW
2
07/08/16
NCDEQ EROSION CONTROL REVISION
3
08/30/16
1ST ROUND CITY COMMENT REVISIONS
4
10/14/16
2ND ROUND CITY REVISIONS/ISSUE FOR
CONSTRUCTION

WOO DEN AN D
BARBED WRE
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USE SWALE LINER 4' SWALE:SC15OBN OR REIM WIRE,' 2:1 CUT SLOPES ..... .. EQUIVALENT F 2:1 FILL SLOPES 0 40 80
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F I1 40 FEET
77�- II.......... ... L SS - - -- - - - - - - - - - - S IL __SS RIP',*A APRON i . 2:1 SLOPE, I %T s2:1 CUT SLOPIf- NI' ENCZ 44: k22F, TWWTH:,�j' FqT_ �,,KNE�S: 0.45FT ................ .... . I . ...................... ............................... -*-681'.3 --CB B PB B
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NIMUM LENGTH: 2OFT
57 MIND
DI C14 �6'%FT
THICKNESS: 1 35FT
676,92 67 0.6FT 672,12,? Z
ID4 i.28 Z -7y 672.)3 6e '78 6 67 64. .......... .. 082.46 IT�-68 . 6 ......... .. ....... c' PRUV3 . .... Ep' u L I.,x 68 1 �8/ �CB E' B L) I IL DiM G ....... ..... S Q; I 1. . . 11 2 i. )2 DI DI r/ ±75,J 9 A H r 'ET Iv F 8 2 -7 ISPM�_,,01 3 1 68 RIO, RAP- APR%bN 566.10 �\MINP NdTH: 1 OFT
674 `467 67. ---6 1 mum 'WIDTH';.-; 6FT yIUM` 1E
71 680 0.225FT
tVICKNESSL
; . . ........ no T 680, 6 .0 66 0 6c Ir 0 92 k RAP APRON --k ip "MINIMUM LENGTH: 26FT DI A33 WS �Bi DI A,%- MINIMUM 'WIDTHi, 13.4Fr
ell THICkNESS: 0,675FT
d5o: O.,3FT- 681.5 I�'.40 6 '67 6- 6 74.1 671.94 -66 67000 68Z6 85 7 ....... 6 2.0 -81.6 7681.59, 681 i 6 68, 5. 7 676. 672. 67( 6
9. "67 .5 L -677.3!k
6- I=669F.3 A7 CB -A6 A9 CLI At$ 3.52 71 2.00 68 681.64 1638 _94-4 ZR81�64 68i.64 --x\. 14AA1 ,rA 686.95 r-680.01 7 6 6 .2 6LF STR /-68 .98 I , I 15 PACTION C IIA12 2 DITCH AT TOP OF 1 CUT §11"OPE ..680. _,_CUT-,..SLOp_E DRAINS--- SLOPE 661.\70 TO DI C1 2 & DI C9 BIA5t OeE rl, j �L INTERCEPT SHEET 61. 0 IFLOW FROM WEST 99 67 P
&2.'40 24 681.64 68 1 .'O- -0 i677.6 6 67 . ..... . POSED ,'6F.24 -J I 682.24 4 6 67 67 .68 _�PUT SLOPE "683 02 BEGINNING OF I. ........ ;__ KbUV 34,.78 3300 682. 683.00 66�.68 5.65 5 663 87" /I 68�.00 681.55 78.52 i -,Oe . I 674� 8 �f 8 s2:1 CUT SLOPE MATT SLOPE NAG S75 OR EQUAL Cp Ab TYPICAL ON 2:1 AND GREATER SLOPES I68252 21 7 2 7., CGO -FES C1 o84. 3.68 68 I- 6�74. 6 .685.0 664.201f 68 683.58 .51 PIC9 CB Afl -RAP AM 571 N 6 .12 684.09, rt.43` 7r 684.63-' I - -6 7 �86.6 14.72 684�.60 657.63 .-MINIMUV 1,ENGTH,-. 2\5FT T, I I'll 6 3 -4 68 67 ­­MIN.tMUM-,­WID`W: 1'3FTI6 z ..7.4 N4 <1 .... .. .... MEOW- 117mm"m Lim 5, 7. j Lw -61 C3 Df 'OT DR- GO �7' PERMANENT BERM DRAINS TO DI C9 rr IMRLA F If 6 9 5,�' - - - - -- - - - -- BOX' VxV L �OLE POWER -RL T, T IL
IPO'fER ER 4 - - - - - - - - - - Ir ALL GRADES FROM GUTTER LINE/FACE OF CURB U.N.O. INorth Carolina Onp-Call Center SEE C301 FOR STORM DRAINAGE DETAILS No& andba Mw
ENGINEERS SM
Tg'
STREAM IMPACTION BREAKDOWN 12 DAYS BEFORE DIGGING IN REVISION DAR L_ DESCRIPTION
NOM MUM \\\W11111111
STREAM TYPE PROPOSED CONDITION LENGTH CALL; 1-800-632-4949 CAR 1 06/22/16 CITY SUBMITTAL PLAN REVIEW _.UNDERGROUND LOCATORS. STREAM UT TO IRISH BUFFALO SC INTERMITTENT FILL 9OLF CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATORS 2 07/08/16 NCDEQ EROSION CONTROL REVISION EVERY 1 0, DAYS FOR AN UPDATE STREAM UT TO IRISH BUFFALO SE INTERMITTENT FILL 23LF TO UTILITY LOCATIONS. 18 6 Call BEFORE you DIG! 3 08/30/16 1 ST ROUND CITY COMMENT REVISIONS PERENIAL FILL 73LF ""It's The Law" STREAM UT TO IRISH BUFFALO SC 2ND ROUND CITY REVISIONS/ISSUE FOR 4 10/14/16 CONSTRUCTION
_d 011 _0.-3FT '0
-2 -SLO .1 c6f­ PE' 21 CUT SLOPE
ALL GRATES TO BE INSCRIBED WITH A FISH LOGO
AND "DUMP NO WASTE, DRAINS TO STREAM*$ OR
EQUIVALENT LANGUAGE

STREAM IMPACTION BREAKDOWN
AA. PRIMARY ORIFICE r
A. ANTI VORTEX TRASH RACK (SEE ENLARGED DETAIL)
GG. THREADED COUPUNG
B. PRE -CAST CONCRETE OUTLET STRUCTURE
HH. THREADED TEE
SQUARE SHAPE, ID (W-0') X (W -Q"). CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL 1 WEEK PRIOR TO FABRICATION MINIMUM.
11. NOT USED
C. MINIMUM 6" THICK WALLS, 3000 PSI CONCRETE
JJ. THREADED NIPPLE
KK. THREADED PVC EMBED
D. SECONDARY ORIFICE - PROVIDE (2) SLOTS EACH (3' X 42'), BOTTOM AT 660.75'
LL. OUTLET BOX WALL
E. J' X 6" X 12" GALVANIZED STEEL CONNECTION PLATE WITH 4 j3'0 GAGE HOLES AS SHOWN,. PROVIDE J"O X 3" QUIKBOLTS OR EQUAL, PROVIDE MASTIC OR WATERSTOP
STREAM UT TO IRISH BUFFALO SC
BETWEEN OUTLET BOX SECTIONS AS REQUIRED TO PROVIDE A WATERTIGHT SEAL.
FILL
F. TYPICAL JOINT BETWEEN OUTLET SECTIONS, SEE G.
_)d
G'. SEAL BETWEEN OUTLET PIPE AND OUTLET BOX. PROVIDE MASTIC OR NEOPRENE SEAL, PATCH REMAINING SEAL WITH HYDRA000 CEMENT.
H. PROVIDE "0" RING OUTLET PIPE TYPICAL
T
I. NOT USED
J. PROVIDE RCP CLASS III 36" OUTLET PIPE SEE PLAN FOR REQUIRED INVERTS, SLOPE AND LENGTH.
K. RECESS BOX A MINIMUM OF 6 INCHES INTO THE FLOTATION FOUNDATION, WITH BOTTOM OR WITHOUT
LL
L. PROVIDE FLOTATION FOUNDATION
(8'-0") X (8'-00) X 2e THICK, 3000 PSI CONCRETE WITH #5 STIRRUPS FOR DOUBLE MAT ALLOW 3" CLEAR CONCRETE ALL SIDES WITH EMBEDDED OUTLET BOX RESTING
ON TOP MAT. MINIMUM #5 STIRRUPS AT 12" O.C. E.W. T&B. USE CONCRETE BRICK TO SPACE REBAR FROM BOTTOM. CONTRACTOR TO GIVE PROPER ATTENTION TO ESTABUSH
ELEVATION OF BOTTOM OF BOX AND NOT BOTTOM OF FOUNDATION. IF REQUIRED REBAR GRADE STAKES CAN BE SET TO ESTABLISH THE REQUIRED ELEVATION.
M. REBAR MAT SEE N. ALL REINFORCEMENT SHALL BE GRADE 60 NEWLY FABRICATED BARS FREE OF RUST AND CORROSION.
N. PRIMARY ORIFICE - PROVIDE A r ROUND PRECAST HOLE AT 659.00', OUTLET HOLE SHALL BE USED FOR ATTACHMENT OF SKIMMER. DURING CONSTRUCTION.
0. 6 INCH DUCTILE IRON PIPE EMBED, 6" ABOVE BOTTOM OF BOX OR 3" ABOVE PROPOSED INVERT, PROVIDE 4 INCH EXTENSION EACH SIDE. OPTION TO PROVIDE 6" GATE OR
�►
KNIFE VALVE AND 10 FEET OF 6" DIP PIPE WITH SCREENED END FOR MAINTENANCE DRAINING. IF VALVE IS USED VALVE SHALL BE INSTALLED FREE OF CONC OR GROUT,
MOUNTED PER MANUFACTURERS SPECIFICATIONS AND PROVIDED WITH A LOCKING MECHANISM, REMOTE OPERATION ROD SHAD_ BE INSTALL TO TOP OF RISER AND MOUNTED
AS READ BY MANUF. SPECS. IF NO VALVE IS INSTALLED MAINTENANCE WILL BE BY PUMPING THE POND DRY.
P. INFILL GROUT MINIMUM THICKNESS EQUAL TO THE WALL THICKNESS OR OUTLET PIPE.
Q. ADHERE UNER TO OUTLET TO ESTABUSH A WATERTIGHT SEAL
R. 3" CAST IN PVC PIPE, SECURE WITH MASTIC BETWEEN PLATE AND CONCRETE WALL AND ATTACH WITH A MINIMUM OF FOUR 1/4" TAPCON OR EQUAL SCREWS. SEE
ENLARGED DETAIL
S. APPROXIMATE SHWT 658.00-659.00
A
e
C
660.75
ALTERNATE CONSTRUCTION MUST BE APPROVED PRIOR TO FABRICATION
100 YR 24 HOUR STORM 662.16
°
SD031
PRIMARY WATER QUALITY ORIFICE DETAIL NTS
10 YR 24 HOUR STORM 661.19
ENTIRE RACK GALVANIZED
L3X3X3/8
1 YR 24 HOUR STORM 660.25
#5 GRD 60 REBAR RIDGE
R
N
E
A A
PERMANENT POOL ELEV. 659.00 �s
° s<Q.>•• •G.:ee •.' ''v:'•''::%, ro...ar;e,.: �•:s: +e
wi/�
. < qq %.s •>1' .,, 04 ,�-<�yYe
a.aK.. s,4. '.ti .y�,�.me<xk ;)l.,'�i .Q.v :D..�`iv ';^ri :� .xo.k C�:`t°z !.`>;�.•
��
H .
G
Q
of
0
J
F`@
1711 1 1 11
. »,
,3 A:;<>.:o'-'•:s==n.;,'$:�.a9;..Y::;:p`:>
.1
ANTI -VORTEX
�i' PLATE, MIN 20 GA
P�
POND BOTTOM 653.00
FULL WELD
SEDIMENT BOTTOM 652.00
PLAN VIEW TYP ALL SIDES
�,
`\
#4 GRD 60 REBAR ALL CONNECTIONS
\ \
\ - ,
-
V.�
\ ��',� � ter• �' ' �` ' �•
S
CONTRACTOR TO PROVIDE SHOP
NOTE: coN`rRp►
f
DRAWING FOR APPROVAL MINIMUM 1
SECT A -A
WEEK PRIOR TO FABRICATION
CONTRACTOR OPTION TO PROVIDE MANUFACTURER'S RACK FOR APPROVAL
SD081
WET DETENTION POND BMP OUTLET DETAIL NTS
SD04
SQUARE OUTLET STRUCTURE TRASH RACK NTS
#3 GRD 60 STIRRUP
OUTLET STRUCTURE 6"
8" O.C. & CNRAll .
A
Q
MIN. FREEBOARD FROM 1' FREE BOARD
�' � ., <Q }�� a �`=�• �
RIP RAP BERM TEMP. POOL ELEV.
100 YEAR EVENT
a ,.
.
AND WEIRr.
LITTORAL SHELF W/ WETLAND
STORMWATERPERMANENT MATTING
CLASS B RIP RAP PLANTINGS, 10 MIN. WIDTH
STORAGE REQUIRED 2:1 SLOPE
15" MIN. DEPTH.
MINIMUM 12 s
'. � �,
°�� gx•f
_ LANDLOK TRM 450
.
THICK
EL 663.25 OR EQUAL'
I ~Sz
TEMPORARY POOL PERMANENT POOL 6 EL ss2.1 s
,� � _ � £ � ..€ t..� �'• - "MIN. FREEBOARD w.r.
f r�,•: : me • °` . �
- 1'-0" .y:`� CONCRETE ANTI
MINIMUM 12 �:
= , x EMBANKMENT SEEP COLLAR, TYP.
^' EL 659. 0
BEYOND PIPE '
UP TO 36
_ L E OF (2) EACH MIN.
? SEDIMENT FORE BAYy� £ ;1 4' .; MAIN POND " _ . "O" RING
-0
PIPE
Iw, �_ M ti` . ""' £ � £ E £ £ 1 I ° RCP
,.I I£ EL 653.00 OUTL•Et'
"O�� RING RCP
{f.€,. ,£` £w'
_
gjF ""7" tPIPE
; '£ { ,•: i w_
OUTLET PIPE
_ _ ff , f
.....,.�•1-1 11 ..'-i €'••^- 7 .....,..r••m•;, w�j s £,>..^ '":°'e '£.:,d.: mm �3,•...,; .xis r;.,x„ u....'"".'sm...s.£ 3 s�....m.
`i:
h�...w-......,..j,,....w;• <^ `3 s .t.....%.".;' x '�: ~'s^.,,F."t.,.,..,•� .,,,.....: E f...„...:"' 3..^,..,.^. t '"b ^§ '^.•."F£ •i' s 3....,.. ^` ....,....i
Y' _
t .....f...".....
f �- SEE PLAN
mm^,E � f,. M..,£ ""'•'.� �'
rn3.
� � •:at'wS.
`i
"'"'€ F^ i 3 £ € .£ v -"^^•'•i �m~w... fi^ .,^.`si Dw....,.� # r
• ."".F 's < f '^"`^." � i'='" F ..,.., u '.3
:Fm 1£E£ -Ii_ ►[ _i FOR SIZEe
, x 'r .x ••g, >`*P®r
V `R4 '4n ^e.,ve. t ?.. ..)i. ` R+.. . .°YE'� i: Af<': A:'• a eYen w.
Q,::= :�•�F�s..
x 4.0'
�..' .
2:1 SLOPE TO BE o
STABUZIED TO BOTTOM ANTI FLOTATION FOUNDATION Ci DAM CORE (CLAY)
SEE OUTLET DEVICE DETAIL FOR FILLED
(2) #5 GRD 60
SEDIMENT STORAGE DAM SECTION, 2:1
BACK OF OUTLET STRUCTURE SLOPE. ALL FILL
CUT BOTTOM TO 652.00 LOCATED AT TOE OF LITTORIAL SHELF TO BE TESTED BY
`
A QUAUIFED
GEOTECHNNCAL ENG.
"
NOTES
1. 6" OF AMENDED SOIL REQUIRED IN UTTORIAL SHELF WHERE PLANTINGS ARE
=
`
DESIGNATED.
2. DAM CORE REQUIRED IN LOCATION WHERE THE DAM EMBANKMENT IS FILLED FROM
INVERT OF OUTLET PIPE
3. ON EXCAVATED PONOS WITH INSITU SOIL DAMS, PROVIDE SEEPAGE DRAIN AS
REQUIRED, REMAINING DAM FILL. SHALL BE COMPACTED PRIOR TO INSATLING THE
CONCRETE SHALL BE 3000 PSI A.E.. REBAR SPLICES SHALL BE A MINIMUM OF 27".
SEEPAGE DRAIN
TO BE INSTALLED AFTER PIPE BACKFILL IS COMPACTED, CUT REQUIRED TRENCH AND
ALL POND AND DAM CONSTRUCTION TO BE MONITORED AND INSPECTED BY GEOTECHNICAL ENGINEER AND DESIGN ENGINEER
COMPLETELY FILL WITH CONCRETE.
CONTRACTOR ALTERNATE TO BE APPROVED PRIOR TO INSTALLATION.
SD07
WET DETENTION POND BMP CROSS SECTION NTS
SD05
ANTI -SEEP COLLAR RCP PIPE NTS
STREAM IMPACTION BREAKDOWN
`STREAM
TYPE
PROPOSED CONDITION
LENGTH
STREAM UT TO IRISH BUFFALO SC
INTERMITTENT
FILL
90LF
STREAM UT TO IRISH BUFFALO SE
INTERMITTENT
FILL
23LF
STREAM UT TO IRISH BUFFALO SC
PERENIAL
FILL
73LF
North, Carolina One --Call Center
>q0i T.100sbw a" sly m
(�0 A Codift NOT
.2 DAYS BEFORE DrANG.IN
NORTH CAROUNA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
NL
�\Ei
f 1 d } �.
CB D5 '
S `�O F � +` � i` E' � 2
\0. i 20 40
1
-' ' FEET
666.18 i s }4 ,
�\�i 20 FEET
66.05 ' x
74
\:RIM: 661.00
INV. OUT: $56.50 �i 4 I I ! z
++ 3" ORIFCE: 659.D0
(t . "X42" SLOT,(2): X660.75
666:08 w .,., m~.:• `w� � f ..< �` 'm � _ F � �' � �► �� -
, fr ;`INV OUT: 656.00
` BTM POND 653.00
CB D4 t $
♦
" "`CB D3
ANTI. SkEP COLLAR _ \
$ ...w. � f .. 3 x '• Z ' i .
SEDIMENT STORAGE 62.00
X !
666.010
4.
6 FT. LITTORAL SHELF
SEE SHEET C311 FOR PLANTING
W
J m.. . n,^.... _ wm _ :f µiµ a+ �
/�P t;' s s` i , � .\ ,;� < ,.",...,-•- ' _..,...
CB
RIM: '665.2
INV. .iN:" -
IjNV, IN: 660. 4 $'
r INV. OUT: 660.4 , _ \
Ld
666.10
V 0
CB•,,D21 F' \
Ad
19.83L•.F/2 " rc
1i��
FES A ~ REVISED RSDO BUFFER €.
3 V OUT: 660.00 AFTER IMPACT
\\ � ( ../ f w "^o•,`. w.,..... v+nw .,w- ..^,.//` vim~ C
< fi8. 4LF/ .62% INTENANCE TURNAROUND
` m ✓ f Y „ .m__ 186LF .STREAk IMPACT
SDMH A2
7_ ' RIM: 665.98
i INV. IN: 660.48
Z {_ INV. IN: 664.60
INV. OUi': 6 0.
<
LU
/ . \ ` , "h'`,v \, � � ` ^ ``Y` `w,, w '`',.~ ` "a.,,a `+.h vim. .naa: v:«.. ``W M... '" 'anh „ •hx:'. v,.,,,..m.w.w.. .n.„
< ;'` s ""' •- ",.. ., y +.m`ww`a" ._ T,,,,... "✓"- <vA \` - `h`. `.y` w"., w "♦. a```'"" ` ``4"* ., .."." ' ham"` '` `.... w ~`a .,w
`\,,, wv..m.,`•n.,.„w. '\ y'h. w" h„ ^♦. vC .' h`h ~`h
----------
.25 ) ` W n1v uw.v y Hw h
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ti
.w
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'h
\.w 'w.)a -m ..,\M1 ,.".^ ' w.v.'♦. `vvy ,,,yw '•..h n•n'h. ,...,,,. ` '•".,• 'ww N.
Q (
8.70 ... ..•".. .., ., ,...„. .,^. •,+.. "w, `".,. � .,. "" ,.
n. `'``" 20'iCCESS ROAD
g y.w..'^` •.,"...' "• ..vn.. .,vvw,., ^w•mw mn w... w W ,.,.... ,,,m ...... `v ,, ` h.," `\h: ^t'.` `h"- .v `.` M ^♦.'v. ^ ,..
B A21
18.99 _ • -. ,,.. . ..n< ,w "- ...,. `w,. .

GEOTECHNICAL SPECIFICATION FOR DAM CONSTRUCTION:
1. A MINIMUM. OF ONE (1) IN—PLACE DENSITY TEST SHOULD BE PERFORMED IN
ACCORDANCE WITH ASTM D-1556 FOR EACH 2500 SF OF UFT AREA WITH A MINIMUM
OF TWO TESTS PER UFT. IMPROPER COMPACTION MAY RESULT IN PREMATURE
DETERIORATION OF THE EMBANKMENT AREA AND/OR DIFFERENTIAL SETTLEMENT OF
FOUNDATIONS. SEE GEOTECHNICAL REPORT FOR MORE DETAILED SPECIFICATIONS
RELATING TO SELECTION AND PLACEMENT OF STRUCTURAL FILL.
2. FILL PLACED WITHIN THE CONSTRUCTED DAM EMBANKMENTS SHOULD BE
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM; D-698 (STANDARD PROCTOR). ALL FlU_ PLACED WITHIN THE
UPPER ONE (1) FOOT OF THE RISER FOUNDATION AND THE SPILLWAY SUBGRADE
SHOULD BE COMPACTED TO A MINIMUM OF 98 PERCENT OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR). ALL FILL MATERIAL
SHOULD BE PLACED AND MECHANICALLY COMPACTED IN UNIFORM LIFTS NOT EXCEEDING
NINE (9) INCHES IN LOOSE THICKNESS. THE MOISTURE CONTENT OF ALL FILL AT
THE TIME OF THE PLACEMENT SHOULD BE WITHIN +3 PERCENT OF THE OPTIMUM
MOISTURE CONTENT AS ESTABUSHED BY THE STANDARD PROCTOR TEST. SEE
GEOTECHNICAL REPORT FOR MORE DETAILED SPECIFICATIONS RELATING TO THE
SELECTION AND PLACEMENT OF STRUCTURAL FILL.
3. ALL FILL TO BE UTIUZED AT THE SITE SHOULD BE SELECTED ON THE BASIS F ITS
PLASTICITY CHARACTERISTICS AND LABORATORY COMPACTION TESTS. ON—SITE SOILS
WHICH ARE FOUND TO CONTAIN DELETERIOUS MATERIAL, INCLUDING ORGANICS AND
TOPSOIL, SHOULD NOT BE USED AS STRUCTURAL FILL FOR THE SUPPORT OF
STRUCTURES OR PAVEMENT. THE CORE MATERIAL SHOULD HAVE A USCS
CLASSIFICATION OF MH, CH, CL, OR ML. PRIOR TO EXCAVATION THE CONTRACTOR
SHOULD HAVE THE CORE TRENCH MATERIAL TESTED AND APPROVED BY THE
GEOTHECHNICAL ENGINEER. THIS TESTING SHOULD INCLUDE DOUBLE HYDROMETER
TESTING TO ENSURE THAT THE SOILS ARE NOT DISPERSIVE IN NATURE.
4. CONTRACTOR TO COORDINATE CONSTRUCTION OF DAMS WITH A GEOTECHNICAL FIRM
EXPERIENCED IN FIELD TESTING SERVICES FOR EARTHEN DAM CONSTRUCTION.
SPECIFICATIONS GIVEN ON THESE PLANS RARE RECOMMENDATIONS ONLY. REFER TO
GEOTECHNICAL REPORT FOR ADDITIONAL SPECIFICATIONS.
5. ALL FILL MATERIAL USED FOR CONSTRUCTION OF DAM CORE AND EMBANKMENTS TO
BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
PLANT RECOMMENDATIONS PER NCDENR STORMWATER BMP MANUAL (TABLE 12-1)
REV 07-24-09. CONTRACTOR TO CONFER WITH
OWNER ON SPECIFIC SPECIES
BASED ON COSTS, AVAILABILITY, NATIVE SPECIES,
AND LIKELIHOOD OF SURVIVABILITY
OF PLANTS.
INTERMITTENT
,�jjALLOW WATER
BOTANICAL NAME
COMMON NAME
HERBACEOUS PLANTS
INTERMITTENT
ACORUS SUBCORDATUM
SWEETFLAG
ALISMA SUBCORDATUM
WATER PLANTAIN
HYDROLEA QUADRIVALVIS
WATERPOD
IRIS VIRGINICA
BLUE FLAG IRIS
JUNCOS EFFUSUS VAR. PYLAEI OR SOLUTUS
SOFT RUSH
LUDWIGIA SPP.
PRIMROSE WILLOW
PELTANORA VIRGINICA
ARROW ARRUM
PONTEDERIA CORDATA
PICKERELWEED
SAGITTARIA LATIFOUA
DUCK POTATO
SAGITTARIA LANCIFOLIA
BULLTONGUE
SAURURUS CERNUUS
LIZARD'S TAIL
SCHOENOPLECTUS TABERNAEMONTANI
SOFT STEM BULRUSH
SCHOENOPLECTUS AMERICANUS
THREE—SQUARE BULRUSH
SCHOENOPLECTUS PUNGENS VAR. PUNGENS
SCIRPUS CYPERINUS
WOOLGRASS
ZIZANIOPSIS MILIACEA
GIANT CUTGRASS
SHAMW LAND
HERBACEOUS PLANTS
ASCLEPIAS INCARNATA
SWAMP MILKWEED
CAREX TENERA
QUILL SEDGE
CHELONE GLABRA
WHITE TURTLEHEAD
EUPATORIADELPHUS DUBIUS
DWARF JOE PYE WEED
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEEO
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
HIBISCUS LAEVIS .
HALBERLEAF ROSEMALLOW
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW
LOBELIA CARDINALIS
CARDINAL FLOWER
LOBEUA ELONGATA
LONGLEAF LOBELIA
LOBELIA SIPHIUTICA
GREAT BLUE LOBELIA
RHYNCHOSPORA COLORATA
STARRUSH WHITETOP
SACCHARUM BALDWINII
NARROW PLUMEGRASS
BMP PLANTINGGUIDELINES:
1. DO NOT PLANT WEEPING LOVE GRASS ON THE VEGETATED SIDE SLOPES BECAUSE
IT DOES NOT PROVIDE LONG—TERM SLOPE STABILIZATION.
2. TREES AND WOODY SHRUBS SHOULD NOT BE PLANTED ON THE SHELF OR POND
EMBANKMENTS.
3. A WETLAND SEED MIX FOR THE SHELF IS NOT ACCEPTABLE.
4. - WET DETENTION BASINS SHOULD INCORPORATE SEVERAL (MINIMUM OF THREE)
DIVERSE SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS
VEGETATION ON THE VEGETATED SHELF.
5. A MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHALL BE PLANTED.
6. DIVERSITY IN SPECIES INCREASES THE ROBUSTNESS OF THE VEGETATED SHELF BY
INCREASING THE CHANCES THAT SOME SPECIES WILL SURVIVE MINOR CHANGES IN THE
PERMANENT POOL WATER LEVEL. THIS VEGETATION ENHANCES POLLUTANT REMOVAL,
PROTECTS THE SHORELINE FROM EROSION, AND INCREASES SAFETY BY DISCOURAGING
PEOPLE. FROM ENTERING THE BASIN.
7. PLANTING DENSITY IS DEPENDANT ON THE TARGETED TIME TO FULL COVERAGE, AND
ON THE INDIVIDUAL SELECTED SPECIES' MATURE SIZE.
8. IN GENERAL, SPACING SHOULD BE APPROXIMATELY 24" TO 36" ON CENTER;
YIELDING COVERAGE IN APPROXIMATELY 1-2 YEARS RESPECTIVELY.
9. TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF CONTAINMENT BERMS,
MAINTAIN TURF GRASS IN ACESS AREAS; CENTIPEDE IS RECOMMENDED.
10. WHERE TREES AND SHRUBS ARE PART OF' THE PLANTING PLAN, THEY SHOULD BE
OUTSIDE OF THE POND AND SELECTED TO MAXIMIZE SHADING, PRIMARILY ALONG THE
SOUTH, EAST, AND WEST SIDES OF THE BASIN. THEY SHOULD NOT BE PLANTED ON
THE EMBANKMENTS SINCE UNDER SOME CIRCUMSTANCES THEIR PRESENCE CAN
THREATEN THE STRUCTURAL INTEGRITY OF TEH EMBANKMENT. ALL TREES AND SHRUBS
SHOULD BE SET BACK SO TAHT THE BRANCHES WILL NOT EXTEND OVER THE BASIN.
11. WILDFLOWERS, NATIVE GRASSES, AND GROUND COVERS SHOULD BE SELECTED TO
MINIMIZE MONWING; FERTILIZING WILL BE ALLOWED FOR INITIAL ESTABLISHMENT ONLY.
12. CATTAILS SHALL NOT BE PLANTED.
13. NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF INLET OR OUTLET
PIPES, OR MANMADE DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS.
SPECIES WITH ROOTS THAT SEEK WATER (E.G. WILLOW AND POPLAR), SHOULD BE
AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES.
14. PLANTING SHOULD BE RESTRICTED ON BERMS THAT IMPOUND WATER EITHER
PERMANENTLY OR TEMPORARILY DURING STORM EVENTS. THIS RESTRICTION DOES NOT
APPLY TO CUT SLOPES THAT FORM POND BANKS, ONLY TO BERMS. THE INTERNAL
BERM WITHIN A WET POND IS NOT SUBJECT TO THIS RESTRICTION SINCE THE FAILURE
OF AN INTERNAL BERM WOULD BE UNUKELY TO CREATE A SAFETY ISSUE
15. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD
TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED
WITH 4 INCHES OF WELL—AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST USED
SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
16. TREES OR SHRUBS SHOULD BE PLANTED IN CLUMPS (LANDSCAPED ISLANDS)
RATHER THAN EVENLY SPACED.
17. THE LANDSCAPED ISLANDS SHOULD BE A MINIMUM OF SIX FEET APART AND SETS
BACK FROM FENCES OR OTHER BARRIERS, THE SETBACK DISTANCE SHOULD ALSO BE A
MINIMUM OF SIX FEET.
18. EVERGREEN TREES AND TREES WHICH PRODUCE RELATIVELY UTILE LEAF—FALL ARE
PREFERRED IN AREAS DRAINING TO A DETENTION DEVICE.
19. TREES .SHOULD BE SET BACK SO THAT BRANCHES DO NOT EXTEND OVER THE
PERMANENT POOL OF A DETENTION DEVICE.
ZONE 2 (SHALLOW WATER ZONE)
+ ZONE 3 (SHALLOW LAND ZONE)
BMP PLANTING LIST
VEGETATIVE SHELF SQUARE FOOTAGE TOTAL: +2,261 SF
ZONE 2 (SHALLOW WATER)
SQUARE FOOTAGE PERM POOL 1,119
PLANTING REQUIREMENTS: 50 PLANTS/200 SQUARE FOOT
MINIMUM NUMBER OF PLANTS PERM POOL: 280
100 SWEETFLAG
100 BLUE FLAG IRIS
80 GIANT GUTGRASS
*REFER TO PLANT UST FOR ALLOWABLE SPECIES SUBSTITUTIONS.
ZONE 3 (SHALLOW LAND)
SQUARE FOOTAGE PERM POOL 1,142
PLANTING REQUIREMENTS: 50 PLANTS/200 SQUARE FOOT
MINIMUM NUMBER OF PLANTS PERM POOL: 286
100 STARRUSH WHITETOP
100 WHITE TURTLEHEAD
86 CARDINAL FLOWER
*REFER TO PLANT LIST FOR ALLOWABLE SPECIES SUBSTITUTIONS*
STREAM IMPACTION BREAKDOWN
STREAM
TYPE
PROPOSED CONDITION
LENGTH
STREAM UT TO IRISH BUFFALO SC
INTERMITTENT
FILL
90LF
STREAM UT TO IRISH BUFFALO SE
INTERMITTENT
FILL
23LF
STREAM UT TO IRISH BUFFALO SC
PERENIAL
FILL
73LF
North Carolina One—Call Center
M T. >w.Aw*. A" aft INN
2 DAYS BEFORE DIGGING IN
NORM CAROLINA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
TETE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
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