SW8101106_APPROVED PLANS_20101209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 10110�,o
DOC TYPE
❑ CURRENT PERMIT
fl APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 i o 120 g
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MARINE CORPS AIR STATION
NEW RIVER, NORTH
CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND �- MID -ATLANTIC
VICINITY MAP NOT TO SCALE
NORFOLIRGINIA
z BEACH
VIRGINIA 64
NORTH C LINf
85 I TH CITY
95
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PLAN
17 ( PROJECT NORTH
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76 SITE
LMINGTON ATLAN'IC OCEAN
SHEET INDEX
SHEET NUMBER DESCRIPTION
T1
TITLE SHEET
C-001
LEGEND AND GENERAL NOTES
C-002
KEY MAP
CD101
EXISTING CONDITIONS AND DEMOLITION
CD102
EXISTING CONDITIONS AND DEMOLITION
CD103
EXISTING CONDITIONS AND DEMOLITION
CD104
EXISTING CONDITIONS AND DEMOLITION OF BLDG AS-202
C-101
DIMENSIONAL LAYOUT PLAN
C-102
DIMENSIONAL LAYOUT PLAN
C-201
UTILITY PLAN
C-202
UTILITY PLAN
C-203
UTILITY PLAN
C-301
GRADING AND DRAINAGE PLAN
C-302
GRADING AND DRAINAGE PLAN
C-303
SPOT ELEVATIONS
C-304
SPOT ELEVATIONS
C-401
SANITARY SEWER PROFILES
C-402
SANITARY SEWER PROFILES
C-403
STORM PROFILES
C-501
SITE DETAILS
C-502
SITE DETAILS
C-503
SITE DETAILS
C-504
UTILITY DETAILS
C-505
UTILITY DETAILS
C-506
UTILITY DETAILS
C-507
STORM DETAILS
C-508
STORMWATER MANAGEMENT DETAILS
C-509
SITE DETAILS
C-601
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-602
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-603
EROSION AND SEDIMENT C014TROL PLAN -PHASE II
C-604
EROSION AND SEDIMENT C014TROL PLAN -PHASE II
C-605
EROSION AND SEDIMENT CONTROL NOTES
C-606
EROSION AND SEDIMENT CONTROL NOTES
C-607
EROSION AND SEDIMENT CONTROL DETAILS
C-608
EROSION AND SEDIMENT CONTROL DETAILS
C-701
PRE DEVELOPED DRAINAGE AREA MAP
C-702
BMP DRAINAGE AREA MAP
L-102
LANDSCAPE PLAN -RAIN GARDEN
L-108
PLANTING NOTES
VICINITY MAP NOT TO SCALE
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F M —►—
DW
FW
G
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OHE
16
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vE
u
CONCRETE
PERMEABLE CONCRETE PAVERS
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
GRASS PAVERS
SANITARY SEWER
FORCE MAIN SEWER
WATER LINE
DOMESTIC WATER LINE
FIRE WATER LINE
GAS LINE
UNDERGROUND ELECTRICAL LINE
OVERHEAD ELECTRICAL LINE
CONTOUR
STORM SEWER
INDICATES ITEM TO BE REMOVED/
AREA CLEARED AND GRUBBED
TREE LINE
LIMITS OF CONSTRUCTION
CHAIN LINK FENCE
CENTER LINE ROAD DESIGNATION/SANITARY
SEWER STRUCTURE DESIGNATION
FACE OF CURB CURVE DATA
STORM SEWER STRUCTURE DESIGNATION
CURB AND GUTTER
CURB
EDGE OF PAVEMENT
FIRE HYDRANT
GATE VALVE
TEE
BENDS
CAP
GRATE INLET
MANHOLE
INDICATES HANDICAP PARKING
END SECTION
POLE
BOLLARD
CLEANOUT
SOIL BORING LOCATION
FITNESS STATION
DETAIL CALLOUT BUBBLE
A=INDICATES DETAIL
B=INDICATES SHEET WHERE
DETAIL IS LOCATED
2
LEGEND
NEW ABBREVIATIONS
AC
AIR CONDITIONING
ADA
AMERICANS WITH DISABILITIES ACT
AGGRE
AGGREGATE
AT/FP
ANTI-TERRORISM/FORCE PROTECTION
BC
BACK OF CURB
CHILL
CHILLER
C/L
CENTER LINE
CO
CLEANOUT
COL
COLUMN
GONG
CONCRETE
DIA
DIAMETER
E
EASTING
EC
EDGE OF CONCRETE
EFL
EDGE OF FIRE LANE
ELEV
ELEVATION
EP
EDGE OF PAVEMENT
EQ
EQUAL
EW
EACH WAY
EXIST
EXISTING
EXP JT
EXPANSION JOINT
FDC
FIRE DEPARTMENT CONNECTION
FF
FINISH FLOOR
FM
FORCE MAIN
FT
FEET
GEN
GENERATOR
GV
GATE VALVE
HC
HANDICAP
HORIZ
HORIZONTAL
HP
HIGH POINT
INV
INVERT
L
LENGTH
LES
POUNDS
LF
LINEAR FEET
MH
MANHOLE
MIN
MINIMUM
N
NORTHING
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NO
NUMBER
OC
ON CENTER
PI
POINT OF INTERSECTION
PROP
PROPOSED
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
R, RAD
RADIUS
RCP
REINFORCED CONCRETE PIPE
RD
ROAD
SPA
SPACES
ST'D
STANDARD
STR
STRUCTURE
T
TANGENT,TRANSFORMER
TIC
TOP OF CURB
TELECOM
TELECOMMUNICATION
TYP
TYPICAL
VERT
VERTICAL
W/
WITH
WWF
WELDED WIRE FABRIC
I
3
EXISTING SYMBOLS
EOHW
EXISTING OVERHEAD WIRE
EW
EXISTING WATER LINE
ESAN
EXISTING SANITARY
ESTM
EXISTING STEAM
------------
16 ------------
CONTOUR (MINOR)
-----
15 -----
CONTOUR (MAJOR)
\.
EDGE PAVEMENT
" "
0 1
1 GUARDRAIL
TREE LINE
16.2
SPOT ELEVATION
POLE LIGHT
SIGN
INLET
-b-
FIRE HYDRANT
(D
SANITARY MANHOLE
EO
ELECTRIC MANHOLE
x
WATER VALVE
Cc-)
POLE
0 TREE
EXISTING ABBREVIATIONS
AC
AIR CONCITIONING
BEQ
BACHELOR ENLISTED QUARTERS
CO
CLEANOUT
CONC
CONCRETE
E
EASTING COORDINATE
EP
EDGE PAVEMENT
ES
EXIST STORM
FFE
FINISH FLOOR ELEVATION
FL
FLOW LINE
INV
INVERT
N
NORTHING COORDINATE
PIV
POST INDICATOR VALVE
R
RADIUS
TC
TOP CURB
TOE
TOP OF BANK
TOE
TOE OF SLOPE
TPED
TELEPI-ONE PEDESTAL
TYP
TYPICA_
UP
UTILITY POLE
W/
WITH
WM
WATER METER
WV
WATER VALVE
3
4 5
GENERAL NOTES
1. CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING
CONSTRUCTION.
2. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ON THESE DRAWINGS IS APPROXIMATE ONLY, AND REQUIRES CONFIRMATION BY THE
CONTRACTOR. WHERE A NEW UTILITY LINE CROSSES AN EXISTING UTILITY, THE CONTRACTOR
SHALL DETERMINE BY EXCAVATION OR TEST PITS, THE EXACT LOCATION AND ELEVATION OF
THE EXISTING UTILITY.
3. DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF EXISTING UTILITIES
BY MISS UTILITY TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE
PERFORMED AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION. DISCREPANCIES ARE TO
BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER. REDESIGN AND APPROVAL SHALL BE
OBTAINED IF REQUIRED.
4. MAXIMUM PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE.
PROPOSED STRUCTURE TOP ELEVATIONS, INCLUDING VALVE BOX COVERS, ARE TO BE VERIFIED
BY THE CONTRACTOR WITH THE SITE PLANS, PROFILES AND CROSS SECTIONS. ADJUSTMENTS TO MEET
FINISHED GRADE ELEVATIONS MAY BE REQUIRED. TOPS IN PAVEMENT SHALL BE SET FLUSH WITH
AND SHALL SLOPE WITH FINISH GRADE.
5. DAMAGE TO EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT DISTURBED
BY THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED
TO THE SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.
6. MAKE A SMOOTH TRANSITION TO EXISTING WALK OR PAVEMENT.
7. PROVIDE GRADING THAT WILL ASSURE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER.
8. PRIOR TO BEGINNING CONSTRUCTION, VERIFY FROM THE DRAWINGS, DIMENSIONS, DETAILS AND
TREATMENTS FOR THE PROPOSED WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL IMPACT
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
9. REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REPLACE SIGNS THAT ARE
STILL PERTINENT TO THE SITE. SIGNS THAT ARE NOT IDENTIFIED AS BEING REPLACED SHALL BE
RETURNED TO THE CONTRACTING OFFICER.
10. PROVIDE WATER MAINS WITH A MINIMUM OF 3 FEET OF COVER TO FINISH GRADE.
11. AREAS, ON OR OFF THE SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT
PAVED OR BUILT UPON SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.
THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT GRASS. SLOPES 3:1 AND
GREATER SHALL BE STABILIZED IN A MANNER APPROVED BY THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL AND NATURAL RESOURCES.
12. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES, (MUTCD).
13. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXISTING SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
SURVEY NOTES
1. THE EXISTING TOPOGRAPHIC AND EXISTING PHYSICAL FEATURES ARE BASED UPON AN ACTUAL
FIELD SURVEY PERFORMED BY VANASSE HANGEN BRUSTLIN, INC. IN MARCH, 2009 AND APRIL, 2009.
2. HORIZONTAL DATUM IS BASED ON NAD83/86.
3. TOPOGRAPHY ELEVATIONS ARE BASED ON NAVD88.
4. THE THREE CONTROL POINTS ARE BASED ON NCGS CONTROL POINTS KATHY AND TRUESDALE.
5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD
OBSERVATION OF SURFACE FEATURES AND INFORMATION OF RECORD.
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DEMOLITION NOTES
1. ONCE P-714 CONSTRUCTION IS COMPLETE AND BUILDING OPERATIONAL,
CONTRACTOR IS TO DEMOLISH AS-202.
2. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND
UTILITIES SHOWN IS APPROXIMATE ONLY AND REQUIRES VERIFICATION BY
CONTRACTOR.
3. PRIOR TO ANY DEMOLITION BEGINNING, CONTRACTOR SHALL MEET ONSITE
WITH CONTRACTING OFFICER AND CAMP LEJEUNE PUBLIC WORKS/PUBLIC
UTILITIES AND FACILITIES MANAGEMENT BASE PERSONNEL TO VERIFY ALL
STRUCTURES, PAVEMENTS, UTILITIES AND OTHER SITE IMPROVEMENTS TO BE
DEMOLISHED.
4. REMOVE ALL OF THE UTILITY CONNECTIONS TO BUILDING AS-202 FROM THE
BUILDING TO THE UTILITY MAIN LINES AND CAP OR IF UTILITY MAIN IS IN
SURROUNDING ROADWAY THEN REMOVE AND CAP UTILITY 2 FEET INSIDE
CURB LINE/EDGE OF PAVEMENT.
5. ALL BUILDING FOUNDATIONS, BELOW GRADE SLABS AND PILE FOUNDATIONS,
PAVEMENTS, STRUCTURES, PIPES, UTILITIES AND OTHER SITE IMPROVEMENTS
TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIALS AND
BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER
PFOUR FEET BELOW THE EXISTING SITE GRADE.
ROJECT SPECIFICATIONS. PILE FOUNDATIONS SHALL BE CUT OFF AT LEAST
6. AN AS -BUILT SURVEY OF THE EXISTING PILE FOUNDATIONS SHALL BE
PERFORMED FOLLOWING THE DEMOLITION AND PRIOR TO BACKFILLING ANY
EXCAVATIONS REQUIRED FOR DEMOLITION.
7.IT IS REPORTED THAT A BELOW -GROUND POOL MAY BE PRESENT BENEATH
THE EXISTING GYMNASIUM FLOOR AREA. THIS STRUCTURE SHALL BE
COMPLETELY REMOVED IF ENCOUNTERED.
8. ALL DISTURBED AREAS SHALL BE SODDED FOR FINAL STABILIZATION.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT REMOVE PIPE
CONTROL MEASURES AS NEEDED. EXTEND DITC
9. DISPOSAL OF DEBRIS SHALL BE IN ACCORDANCE WITH BASE, LOCAL, STATE
AND FEDERAL REGULATION, ORDINANCES AND STATUES.
10. CONTRACTOR TO PROTECT EXISTING TREES DURING DEMOLITION. IF
UTILITY PIPE REMOVAL THREATENS THE TREE'S ROOT SYSTEM,
ABANDON IN PLACE THOSE PORTIONS OF PIPE.
REMOVE
WATERLINE
AND CAP
REMOVE POST
INDICATOR
VALVE
REMOVE
SEWER PIPE
AND CLEANOUT
(TYP OF 2)
Opp
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METAL
LADDER
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REMOVE CONC
SIDEWALK
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�Gq PIPE ANO
STRUCTURES
F �P
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11. INSTALL PIPE DETECTION ON ALL TERMINATION POINTS. G20 LIMITS Q� CONSTRUCTION
12. EXISTING FILL MATERIALS AROUND THE SIDES OF THE
ABOVE -GROUND POOL STRUCTURE SHALL BE REMOVED REMOVE '
FROM THE SITE AND DISPOSED OF OFF GOVERNMENT PROPERTY. GRILL s
13.THE SUBGRADE OF ALL EXCAVATIONS COMPLETED FOR DEMOLITION SAW CUT AND o
OPERATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER �tia� REMOVE CONIC >
PRIOR TO BACKFILLING. BACKFILL MATERIALS SHALL NOT BE SIDEWALK (TYP)
PLACED ON DISTURBED/LOOSE SUBGRADE MATERIALS. /
14. EXCAVATIONS FOR DEMOLITION OPERATIONS WITHIN THE / <F
EXISTING BUILDING AREA SHOULD BE BACKFILLED WITH REMOVE
IMPORTED SELECT FILL MATERIAL IN ACCORDANCE WITH CONC WALLREMOVE �c��-
THE SPECIFICATION 31 23 00.00 20 EXCAVATION AND FILL / �v REMOVE
WATER INE
L BENCH
AND CAP
P S
REMOVE
POWER
' POLE (TYP
G / OF 8) '
REMOVE
GRATE (POOL
OVERFLOW)
• o� oo ;
b �
REMOVE---
ANTENNA
SAW CUT AND
REMOVE CONC
SIDE WALK
TREE PROTECTION
(TYP OF 7)
LIMITS OF
CONSTRUCTION
' INLET TO
' I REMAIN
r
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BUILDING
REMOVE
2" PIPE
' THE
MOVE
u Tnf
REMOVE
BUILDING
� REMOVE —
CONCRETE
WALL
REMOVE /
PIPE J
GUY WIRE AND
CONCRETE ANCHOR .�
TO BE INSTALLED REMO
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BUILT UPON AREA (QUA) BEING DEMOLISHE
1. THIS PROJECT WILL DEMOLISH 34,724 SQUARE FEET OF IMPERVIOUS
BUILT UPON AREA THAT CAN BE CREDITED TOWARDS FUTURE
REDEVELOPMENT.
2. THERE ARE NO ONSITE STORMWATER MANAGEMENT OR BEST
MANAGEMENT PRACTICES. THE SITE DRAINS TO CURB INLETS IN THE
ADJACENT ROADWAYS.
�O
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-REMOVE
SIGN
REMOVE STORM
PIPE AND
STRUCTURES
EXACT END LOCATION OF 2" SANITARY
PIPE UNKNOWN, REMOVE SANITARY
PIPE TO NEXT STRUCTURE
REMOVE CONC PAD W/AC UNIT
`\\�
REMOVE ANTENNA ��
REMOVE TELEPHONE PEDESTAL
REMOVE
HANDRAILS
SAW CUT AND
REMOVE CONCRETE
oG�_ REMOVE CONCRETE
P� s� J PAD
EXACT END LOCATION OF 3" STORM
PIPE UNKNOWN, REMOVE SANITARY
PIPE TO NEXT STRUCTURE
REMOVE TRANSFORMER, CQNCRE,TE PAD
�Gq AND UNDERGROUND ELECTRIC LINE TO
POWER POLE
"y REMOVE CONCRETE WALK
r �
REMOVE 12" CEDAR
P REMOVE TELEPHONE
PEDESTAL
REMOVE CONCRETE
PAD W/AC UNIT
REMOVE OVERHEAD
STEAM AND SUPPORTS
�— 1 LIMITS OF
CONSTRUCTION
J
REMOVE SANITARY
�s SEWER. MANHOLE
�o TO REMAIN
9s� REMOVE STEAM COLUMN
AND STEAM LINE TO
�_CONNECTION POINT
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3LDG AS-202 SITE AS SHOWN IS FOR -
SHEET REFERENCE ONLY. SHEET AS
LOCATED IS RELATIVE TO P-714 SITE
BUT IS NOT IN PROPER GEOGRAPHICAL
LOCATION
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C-501
A3 MATCH EXISTING
C 503 ROAD PAVEMENT
SECTION
R=25'
RADIUS OINT
N 355, 1.31
E 2,461, 74,67
C/L ENTRANCE RD= I'
C/L DOUGLAS RD-/-
N 355,199.10
E 2,461,288.74
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2'CURB CUT
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CONSTRUCTION
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WINGWALL (TYP) III ¢ u )
LIMITS OF REFER TO
LIMITS OF CONSTRUCTION TYP D5 STRUCTURAL II III
�-�-
D;�` CONSTRUCTION C-502 DRAWINGS 6' p I
c \ D3 5.5' CONCRETE I 721, 12' I TYP D4
SIDEWALKREVI I I C 502
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N 355,334.51 u I SIDE) C 501
\\ a E 2 461 739 81 MATCH EXISTING
CONTROL POINT
N 355,085.334 ` \
E 2,461,510.167
GRAVEL
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AO DELTA=135' 00'00" BO DELTA=45' 00'00"
R=5.00' R=20.00'
T=12.07' T=8.28'
L=11.78' L=15.71'
PI COORDINATE PI COORDINATE
N 355,563.11 N 355,563.15
E 2,461,509.93 E 2,461,482.96
CO DELTA=45' 00'00"
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T=8.28'
L=15.71'
PI COORDINATE
N 355,521.84
E 2,461,441.53
DO DELTA=45' 00'00"
R=15.00'
T=6.21'
L=11.78'
PI COORDINATE
N 355,504.87
E 2,461,441.50
ASPHALT WALK u; .:.,. iI R=25'
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r lMI N 355,378.044
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0
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R=164.50' R=162.00'
T=19.08' T=14.29'
L=37.99' L=28,51'
PI COORDINATE PI COORDINATE
N 355,260.96 N 355,450.30
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01 ENDSECTION COORDINATE
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INV OUT 8.72
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02 INLET
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03 INLET
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1. RIP -RAP T O B E LINED \I 0 ; '. `., -- _---- 20---------------- - ---- o-----=� -�_-. - _ ^ 17 Js �I �' CO t`
WITH FILTER FABRIC s ------ _--------------- - - --- _ I
1,', /' N \ - - TREE
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-37"
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2. ROOFING DRAINAGE 0 DISCHARGE ;I;, \lL li __ _ _
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\\, \, \� 03 INLET (CENTER) 07 ENDSECTION R 20.72' -�
LOCATION
\` \`, . _)O Ex STR 1 N 355,428.79 N 355,373.12 INV=15.87'(A) CONTROL POINT Q
Q` \ I R=17.92' E 2,461,294.21 E 2,461,222.28 POINT INv=15.67'(B) N 35,977.9137 e
�' v NV=14.12'(A) 2,461,977.926
LIMITS OF �'•,' 0 \ �'�, INv=15.12'(A) ENDSECTION
CONSTRUCTION `•,, \\\ `% G V \•m wv=14.07'(C) s
INLET (CENTER) 08ENDSECTION EX STR 10�,'\\ 0`. \ \,\� N 355,664.82 O N 355,356.85 R=20.80'
\\ `, ' � E 2,461,530.94 E 2,461,362.07 INV=16.60'(A)
`,,. I\ `•. �U) o �\ 05 ENDSECTION 09 ENDSECTION
" ,\`,,` � N 355,508.01 N 355,355.51
\I E 2,461,365.73 E 2,461,367.28
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ELECTRIC LINES 06 ENDSECTION 10 ENDSECTION
\, 0 Nov 2 3 701 t
v,, \ N 355,557.68 N 355,300.71 APPROXIMATE LocATioN
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1,� \ --30'-0'1 -- --
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B
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3/4''
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SILICONE PREFORMED EXSPANSION
SEALANT JOINT MATERIAL
EXPANSION D1
JOINT DETAIL
NO SCALE
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JOINT MAX. CENTERS. TYP.
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CONTRACTION JOINTS
INTERVALS EQUAL TO /2" PREMOLDED
SIDEWALK WIDTH OR ISOLATION JOINT
10' MAX. CENTERS
�I =T
BACKER SAWCUT
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FIRST
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1811 PLAN
SAWED JOINT DETAIL D2 4" CONC. WIDTH VARIES SEE PLANS FINISH
GRADE
NO SCALE x c %' 'x -z' "x x,
D1
JOINTXPANEION C 501
EXIST CONCRETE
D D D OR STRUCTURE
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W4 X W4
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/ " EXPANSION %4" X 8" SMOOTH DOWEL
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FLUSH WITH SURFACE 2" N
GG D D D
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LUBRICATED AND EXPANSION CAP
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AT DUMPSTER APPROACH PAD
JOINT TYPE 1 JOINT TYPE 4
DETAILS OF CONCRETE PAVING B1
NO SCALE
2" ASPHALT CONCRETE
NCDOT TYPE S9.5A
4" SAND
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SECTION
0
B
1
18"
C-501
ISOLATION JOINT
CONTRACTION JOINT
DETAILS OF CONCRETE WALK D3
NO SCALE
6"
CONCRETE CURB- \
AND GUTTER
INTERLOCKING CONCRETE SAND
GRASSPAVER (CLEAN,SHARP SAND)
SYSTEM HYDROGROW MIX
BELOW PAVERS
I II 'III i l �I i
°� so°�COa°'9° ° D D CONCRETE
° SIDEWALK
°o $ °°� $°g COMPACTED SANDY
GRAVEL BASE
1/4'' IMPE/ivwv/ivv/ivy/�/i��iivv/ivv//vv//vv/i� /v✓�/
PL
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OR LINER RAT CONCRETEE
EXTENDS 12"
SIDEWALK LOCATIONS
BELOW BASE
COURSE COMPACTED SUBGRADEX 95
MODIFIED PROCTOR DENSITY
GRASSPAVERS B2
NO SCALE
NOTE GRASSPAVER SYSTEM SHALL BE DESIGNED AND INSTALLED TO
MEET H2O LOAD RATING
EDGE OF
PAVEMENT 12
` 8" AGGREGATE BASE
SUBGRADE COMPACTED TO MATERIAL, NCDOT TYPE "A"
95X OF ASTM-D 698
ASPHALT PAVEMENT Al
T\ /
NO SCALE
5" ASPHALT CONCRETE
NCDOT TYPE S9.5A
SUBGPADE COMPACTED TO
95/ OF ASTM-D 698
ASPHALT
¢,
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WIDTH
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NO SCALE
2
d
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r-
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SEE PLANS
0 0
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6' 3' 6'
MIN. DETECTABLE
WARNING DETAIL C5
NO SCALE
EXPANSION LEGEND AND BORDER
JOINT B 12 GREEN WHITE SYMBOL
AMON BLUE BACKGROUND
RESERVED BACKGROUND - WHITE
PARKING TYPICAL AT ALL HANDICAP
8 ` SPACES
�...� THIS SIGN TYPICAL AT ALL
Q "VAN ACCESSIBLE"
= 7'-4" IS MIN. REQUIREMENT ACCESSSIBLE PARKING SPACES
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PLAN wow PENALTY
$100-$500 FINE
:;E 0 TOW -AWAY ZONE
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6'' 7'-4j - oo (3 LBS./FT.
mw
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CONCRETE
4"
SECTION A -A
1 1 =1 1 =1 D ° =1 =1 =1 1 =1 I- o
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I -III III -III -I o III -III III -I � I -I � 1=
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III —III III III III.III" _
SECTION B-B ONE AT EACH HANDICAP SPACE.
WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY,
HANDICAP RAMP THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
WITH FLARED SIDES B4 HANDICAP PARKING SIGN B5
NO SCALE
NO SCALE
6" CONCRETE
'° D '° D - D D e D ° 'p D e D e D e D'
.
SUBGRADE COMPACTED TO-/
95/ OF ASTM-D 698
CONCRETE P
NO SCALE
VVI\LVIIIL IIJL
MATERIAL, NCDOT TYPE "A"
AVEMENT A3
4" POROUS CONCRETE
PAVEMENT
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EPRaecT NO. 796454
CONSTR. CONFER. NO.
N40085-09-D-5000
NAVFAC DRAWING NO.
####
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SHEET #### OF R
C-501
B
A
3
I
4
5
ORAWFORM REVISION: 6 AUG 2007

2
3
4
5
D
C
a
A
3 1/2''I I I I
POST POST
11/2'' 3'-5'' 11/2''
3'-8"
SECTION
MATCH BUILDING
FACE
00 00
d- N
N N
4" 1 18"
1. PROVIDE 5'x2'x6'' GONG.
FOUNDATION AT EACH
2'-07 END OF BRIDGE.
,0'-0"
NOTE ELEVATION
GARDENBRIDGES.COM STANDARD DOUBLE
RAIL EXTRA WIDE OR APPROVED EQUAL
PEDESTRIAN BRIDGE D2
NO SCALE
C3
C-502
8'' CMU REINF.
4" GATE POST
W/N0. 5 AT 16'' IN
EACH
SIDE
GROUTED CELLS
APRON
APRON TO BE
--
EXPANSION
FLUSH WITH
ASPHALT
IL
8 'X16''
pop.
JOINT
1
DRAINAGE HOLE
1
8 GONG.
SLAB ON
GRADE
SWINGING
W/ 6x6
10/10 WWF
CHAIN LINK
& 6'' GRAN, BASE
GATE
I..
f
8'X16
DRAINAGE HOLE
6" GONC.
I
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W/ 5x6 10/10 WWF
I _
-- ___
I
--
& 6" GRAN. BASE
__-____
-------
1
-
--- --
N_ LINE OF
FOOTING
8 11
8'-2"
4"
9'-6"
91-911
19'-3"
DOUBLE DUMPSTER PAD C1
NO SCALE
4'' O.D. GALVANIZED
STEE'_ PIPE
LOCKING
DEVICE
TRUSS
ROD,,
prneos°oT '� acr'racuw aw - - -
. o ao
o CENTER
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L 2'' O.D. GALVANIZED
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GATE
12'
1%11 O.D
TOP RAIL
GATE POST
CONCRETE
FOOTING
(TYP)
18"
2'' MAX ABOVE
TOP RAIL
1I O.D.
MIDDLE RAIL
9 GUAGE CHAIN
LINK FABRIC
2'' MESH
1%'' O.D.
BOTTOM RAIL
N
NOTES
1. KNUCKLE TOP AND BOTTOM OF CHAIN LINK FABRIC.
2. FABRIC SHALL BE FLUSH WITH TOP RAIL OF GATE
3. ALL POSTS AND TUBES SHALL BE ALLIED TUBE AND CONDUIT SS-40.
4. INSTALL (1) PAIR GATE HOLD -BACKS IN 8'' CONCRETE FOOTING.
24' WIDE DOUBLE SWING GATE Al
Cr)D ni IAADCTCD DAr)
NO SCALE
4'' FACE TO
MATCH BLDG
SEE ARCH.
SOLID OR GROUT —
FILLED CMU BELOW
GRADE
FINISH
GRADE'
6'' 1'-6"
�90
� 0
> DAP
0 A.
. D D D D D
2'-0"' OD A A A A \ 'b
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W/•5 @ 16" IN
GROUTED CELLS
0
Go
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DRAINAGE HOLE
DUMPSTER
PAD
° Do
0
(3)°5 CONT. 6'' COMPACTED
(3" CLR.) 1'-0" 1'-0" 1'-0"
GRANULAR BASE
SECTION AT DUMPSTER C3
NO SCALE
/-- SMOOTH FINISH
GONG WASH
8" DIA. X 5'-9" SCHED 80
STEEL PIPE FILLED W/CONC.
FINISHED GRADE
CLOSEST
OBJECT
on
> I O 0
60"
24" DIA. CONC. (TYP)
in I FOOTING
k.
PLAN
SECTION
NOTES:
1. ORIENTATION OF BOLLARDS MAY VARY ACCORDING TO FIELD CONDITIONS.
2. COATING MATERIALS SHALL BE PER COMPANY PAINTING SPECIFICATIONS
FOR ABOVE GRADE STEEL PIPING.
BOLLARD DETAIL A2
NO SCALE
2'-0"
2'-0" CONCRETE CURB D4
AND GUTTER
NO SCALE
R=2"
77
A
d`De SURFACE
j� D' BASE
\ A D >
SUBBASE
6 CONCRETE TO BE CLASS A3
IF CAST IN PLACE 4000 PSI
IF PRECAST
STANDARD 6" CURB D5
NO SCALE
D
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11 17/2010; �
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EPROJECT NO.
796454
CONSTR. CONTR.
NO.
N40085-09-D-5000
NAVFAC DRAWING
NO.
#
SHEET ####
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C-502
D
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A
1
2
3
4
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DRAWEORM REVISION: 6 A G 2007

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1

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3 1 4 1 5
a
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D
C
I.
A
8'' OF GRAVEL (DEPTH=12'')
3'-5' OF SOD
BIO TOP ELEV. OA
NGTH (L)
DTH (W)
DN ©1310 BOTTOM ELEV.
V
'-PLANTING MIX
BIORETENTION BASINS 2 & 3
CROSS SECTION
NO SCALE
8" OF GRAVEL (DEPTH=12'')
3'-5' OF SOD
O
CLA
WITI
TIE TO EXI`.
BASIN #
BIORETENTION ELEVATIONS
DIMENSIONS (FT)
A
B
C
LENGTH (L)
WIDTH (W)
1
17.00
17.50
16.00
154.00
88.00
2
22.00
21.00
141.00
35.00
3
22.50
21.50
163.00
26,00
4
20.00
20.50
19.00
34.00
16.00
5
20.00
20.50
19.00
34.00
16.00
6
19.75
20.00
19.00
36.00
24,00
rnn Innnru_cl Dln I ClJnTu /1 1
IIVIF LI\ V IuuJ llL/Y I l UFNI_
COMPACTED TO 95/ ASTM D-698
NOTE:
NOTE: BIO BASIN 1 HAS AN OUTLET ACTUAL DEPTH (D1, D2) AND DIMENSIONS OF
STRUCTURE AND A SPILLWAY. IMPERVIOUS CLAY CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
BIORETENTION BASINS 1, 4-6 C5
CROSS SECTION
NO SCALE
WEIR OR
D3 C5 INLET _
O N
C-508 A C-508 a
4
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4-INCH SOD LAYER
PERMEABLE GEOTEXTILE FILTER
FABRIC (SURROUND PLANTING
MIX 4'' FROM GROUND SURFACE)
3'-5' OF GRASS
EACH SIDE OF
BIORETENTION BASIN
ADJACENT TO
GRAVEL (AS SHOWN
ON DETAIL D3 & C5
THIS SHEET)
8'' OF GRAVEL EACH SIDE
OF BIORETENTION BASIN
(AS SHOWN ON DETAIL D3
& C5 THIS SHEET)
s
-PONDING AREA
12'' DEPTH
-DEPTH OF PLANTING MIX SHALL
BE 2'. WHEN IN FILL SECTIONS,
EXTEND PLANTINGS MIX TO
EXISTING GROUND.
NOTE
CONCRETE OUTLET STRUCTURES ARE SHOWN ON SHEET C-507
INSTALLATION:
1. THE PLANTING MIX SHOULD BE APPROXIMATELY 85/ SAND, 10/ SILT OR TOPSOIL, AND 5/.
ORGANIC OR LEAF COMPOST, WITH AN INFILTRATION RATE OF 2.0 IN/HR FOR BASINS 1, 4-5,
10 IN/HR FOR BASIN 2, 1.45 IN/HR BASIN 3 AND 1.88 FOR BASIN 6. THE MAXIMUM CLAY CONTENT
SHALL BE LESS THAN 10/.. THE MINIMUM DEPTH OF THE PLANTING MIX SHALL BE 2-FEET FOR GRASS
BIORETENTION AREAS.
2. AN OVERFLOW WEIR (SPILLWAY) OR OUTLET STRUCTURE SYSTEM SHALL BE CONSTURCTED TO PASS
RUNOFF VOLUMES GREATER THAN THE DESIGN STORM AWAY FROM THE BIORETENTION AREA.
INSPECTION AND MAINTENANCE
1. REGULAR INSPECTION AND MAINTENANCE IS CRITICAL TO THE EFFECTIVE OPERATION OF BIORETENTION
AREAS AS DESIGNED. MAINTENANCE RESPONSIBILITY OF THE BIORETENTION AREA SHALL BE VESTED
WITH A RESPONSIBLE AUTHORITY BY MEANS OF A LEGALLY BINDING AND ENFORCEABLE MAINTENANCE
AGREEMENT THAT IS EXECUTED AS A CONDITION OF PLAN APPROVAL.
2. THE SURFACE OF THE PONDING AREA MAY BECOME CLOGGED WITH FINE SEDIMENTS OVER TIME.
CORE AERATION OR CULTIVATING UNVEGETATED AREAS MAY BE REQUIRED TO ENSURE ADEQUATE
FILTRATION.
OTHER REQUIRED MAINTENANCE INCLUDES BUT IS NOT LIMITED TO:
1. PRUNING AND WEEDING TO MAINTAIN APPEARANCE SHALL BE DONE PERIODICALLY AS NEEDED.
SODDED AREAS SHALL BE REPLACED OR REPLENISHED 3-TO 4-INCHES THICK AS NEEDED.
TRASH AND DEBRIS SHALL BE REMOVED PERIODICALLY AS NEEDED.
2. GRAVEL ADJACENT TO PARKING AREAS SHALL BE KEPT CLEAR OF DEBRIS AS IT IS INTENDED TO ACT
AS' AN ENERGY DISSIPATION DEVICE.
• NLw
BIORETENTION DETAIL 9NO SCALE
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EPROJECT NO. 796454
CONSTR. CONTR. NO.
N40085-09-D-5000
NAVFAC DRAWING N0.
SHEET #### OF #
C-508
D
C
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S
A
1 ' 2
3
- --- _--- -- ;T - -
4 ' 5

1 1 2
3
4
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D
B
BUNGEE CORDS ATTACHED
TO BOUNDARY LINES IN
EACH CORNER.
A
POLE
A4 �
C-509
I
5' 30, 5'
SECTION A -A
40' TYP
80'
(LIMITS OF SAND)
n..ln TDC ATCII I I IAADCD ADni lKin
VOLLEYBALL COURT B2
NO SCALE
2x12 TREATED LUMBER AROUND
PERIMETER OF THE COURT W/
EDGE GUARD INSTALLED ON TOP.
UNDISTURBED SOIL
FILTER FABRIC
10' WIDE RUBBER
SURFACE
WARRIOR PIT NOTES:
1. THE WARRIOR PIT AREA CONSIST OF AN OBSERVATION
AREA MEASURING 10' WIDE AROUND THE PERIMETER
OF THE PIT. THE PIT AREA SHALL CONSIST OF 100/
RECYCLED SHREDDED RUBBER PASSENGER TIRES WITH
LOSE FIBER, FORIEN MATERIAL AND STEEL REMOVED.
2. CLEAR AREA OF ROCKS STUMPS AND OR OTHER
DEBRIS, INCLUDING WOOD MULCH OR OTHER
SURFACE MATERIAL.
3. PIT AREA MUST BE EXCAVATED TO A MINIMUM
DEPTH OF 6".INSTALL A 4" PERFORATED PVC
PIPE AT A 1/ SLOPE, AND HIGH END CAPPED.
CAP
6" DIA. GALV. METAL. POLE
SHOULD BE 12' LONG W/9'-0"
OF POLE ABOVE GROUND.
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OUTDOOR POLE PADS SHALL
BE VBSP-VOLLEYBALL STANDARD
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PAD BY VOLLEYBALL USA.COM
OR APPROVED EQUAL.
F1.00' MIN.
UNDISTURBED SOIL
1211 : 1211
�--C/L
POLE DETAIL A4
NO SCALE
r''PLAYSAFER'' RUBBER
MATERIAL OR APPROVED
EQUAL.
1� TOP ELEV.23.50'± F
FILTER FABRIC--/
SECTION B-B
10' WIDE RUBBE
SURFACE
30'
?n,
• m
4" PERFORATED
1/ PVC PIPE
\\% o
\��\\ KEY IN FILTER
WARRIOR PIT C4
NO SCALE
FABRIC 1.00' MIN
INV 21.60'±
VOLLEY BALL COURT NOTES:
1. THE PLAYING AREA CONSISTS OF THE COURT
AND A SAFETY SPACE AROUND IT MEASURING
10 FEET IN EACH DIRECTION FOR A TOTAL
DIMENSIONS OF 50'x8O'. THE SPACE ABOVE
THE PLAYING AREA SHOULD BE FREE DF
OBSTRUCTIONS. THE PLAYING AREA SHOULD
BE LEVEL AND CONSIST OF GOOD QUALITY
SAND TO WITH THE FOLLOWING SPECIFICATIONS:
(SEE BELOW)
2. NET SHALL BE PBN4-4" PROFESSIONAL PRO
BEACH POWER NET, BY VOLLEYBALL USA.COM
OR APPROVED EQUAL.
3. POLE DETAILS ARE GENERAL IN NATURE.
REFER TO POLE MANUFACTURER'S SPEC.
FOR EXACT INSTALLATION INFORMATION.
4. FOR VOLLEYBALL COURT EQUIPMENT WITH
VARIOUS COLOR OPTIONS, CONTRACTING
OFFICER TO CHOOSE AND APPROVE
COLOR SLECTIONS.
NAME
PARTICLE DIAMETER
SPECIFIC.(/ RET. ON SIEVES)
FIN GRAVEL
2.Omm
O/
VERY COURSE
1.Omm-2.Omm
0/-6/
SAND
COARSE SAND
0.5mm-1.Omm
MIN OF 80/
MEDIUM SAND
0.25mm-0.5mm
MAX OF 92/
FINE SAND
0.15mm-0.25mm
7/-18/
VERY FINE
0.05mm-0.15mm
NOT GREATER THAN 2.0/
SAND
SILT AND
Below 0.05mm
NOT GREATER THAN 0.15/
CLAY
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N40085-09-D-5000
NAVFAC DRAWING
NO.
SHEET ####
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C-509
D
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1 2
11
4
5
DRAWFORM REVISION: 6 AUG 2007

1 1 2
3
4 1 5
a
a
a
TEMPORARY SEEDING
RECOMMENDATIONS FOR LATE
WINTER & EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)---------------------------------120 D
ANNUAL LESPEDEZA (KOBE IN -------------------- _---_-
PIEDMONT AND COASTAL PLAIN -------------------------
KOREAN IN MOUNTAINS)-----------------50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
IA1 II n"
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL, A DISC WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING
RECOMMENDATIONS FOR SUMMER
C SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS
MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE..
a
A
SEEDING DATES
COASTAL PLAIN - APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER,
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) ---------------- --------------------------- 120
SEEDING DATES
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER,
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHA_T,
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH `0
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPCRARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
SOD FOR: COASTAL PLAIN
WARM SEASON GRASSES: VARIETIES REGION OF ADAPTATION
CENTIPEDEGRASS-------------------------------------------------------- EMERALD, MEYER----------------------- PEIDMONT AND
COSTAL PLAIN
MAINTENANCE
AFTER THE FIRST WEEK, WATER AS NECCESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE
ROOT ZONE AND PREVENT DORMANCY OF THE SOD.
DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING, GRASS HEIGHT
SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED.
FOR SOD AREAS, EXCLUDING THE BIORETETION BASINS, AFTER THE FIRST GROWING SEASON,
ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL
TEST RECOMMENDATIONS WHEN POSSIBLE, OR USE THE RATES IN TABLE 6.12b ACCRODING
TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
MAINTENANCE FOR SOD IN BIORETENTION BASINS, SHALL BE IN ACCORDANCE WITH NCDENR
BMP MANUAL CHAPTER 12, SECTION 12.4.1.
MULCHING MATERIAL AND APPLICATION RATES:
MATERIAL RATE PER ACRE QUAILTY
ORGANIC MULCHES
NOTES
STRAW -------------------------------- 1-2 TONS -------------------------------- DRY, UNCHOPPED, UN-------_-_-- SHOULD COME FROM WHEAT
WEATHER; AVOID WEEDS. OR OATS; SPREAD BY HAND
OR MACHINE: MUST BE TACKED
DOWN.
WOOD CHIPS --------------------- 5-6 TONS -------------------------....... AIR DRY -------------------------------- TREAT WITH 12 LBS NITROGEN/TON.
APPLY WITH MULCH BLOWER, CHIP
HANDLER, OR BY HAND. NOT FOR
USE IN FINE TRUE.
WOOD FIBER --------------------- 0.5-1 TONS------------------------..--------------------------------------------------- ALSO REFERRED TO AS WOOD
CELLULOSE. MAY BE HYDRO -
SEEDED. DO NOT USE IN HOT,
DRY WEATHER.
BARK -------------------------------- 35 CUBIC YARDS -------------------- AIR DRY, SHREDDED OR--------.- APPLY WITH MUCH BLOWER,
HAMMER -MILLED, OR CHIPS, CHIP HANDLER, BY HAND, DO
NOT USE ASPHALT TACK,
CORN STALKS ------------------- 4-6 TONS ------------------------------ CUT OR SHREDDED IN ------------ APPLY WITH MUCH BLOWER,
4-6 IN. LENGTHS. BY HAND. NOT FOR USE IN
FINE TURF.
SERICEA------- 1-3 TONS -------------------------------- GREEN OR DRY; SHOULD
CONTAIN MATURE SEED.
NETS AND MATS
JUTE NET ---------------------- .---
COVER AREA ---------------------------
HEAVY, UNIFORM; WOVEN OF---
WITHSTAND WATERFLOW. BEST
SINGLE JUTE YARN..
WHEN USED WITH ORGANIC MULCH.
FIBERGRASS NET --------------
COVER AREA----__-_-_------------------_--
----------------------------------
WITHSTAND WATERFLOW, BEST
WHEN USED WITH ORGANIC MULCH.
EXCELSIOR MAT- ----------------
COVER AREA ------....--....--.........
ONTINUOUS FIBERS OF ------- .....
WITHSTAND WATERFLOW.
(WOOD FIBER)
DRAWN GLASS BOUND
TOGETHER WITH A NON -
FIBERGLASS ROVING---------
0.5-1 TONS ---------_---___---__
_ TOXIC AGENT. -----------------------
APPLY WITH A COMPRESSED AIR
EJECTOR. TACK WITH EMULSIFIED
ASPHALT AT A RATE OF 25-35
GAL/1000 SO. FT.
CHEMICAL STABILIZERS
AQUATAIN
AEROSPRAY
CURASOL
CURASOL AK
PETROSET SB
TERRA TACK
CRUST 500
GENAQUA 743
M-145
FOLLOW MANUFACTURER'S
SPECIFICATIONS
NOT BENEFICIAL TO PLANT GROWTH.
NOTES:
1. THE SEEDING INFORMATION ON THIS SHEET WAS TAKEN FROM THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. FROM STATE SOIL
DATA IT APPEARS THAT PERMANENT SEEDING NO. 1CP MAY BE BEST SUITED FOR THIS
SITE.
2. THE CONTRACTOR SHALL OBTAIN A SOIL ANALYSIS FROM A CERTIFIED LABORATORY TO
CONFIRM THE ON SITE SOILS. THE ANALYSIS SHALL MAKE RECOMMENDATIONS FOR
SOIL AMENDMENTS TO ACHIEVE THE BEST GROWTH MEDIUM AND THE BEST SEED
MIXTURE FOR THE INTENDED SITE USE (LOW MAINTENANCE WITH NEAT APPEARANCE).
3. THE SOIL ANALYSIS AND RECOMMENDATIONS SHALL MEET THE APPROVAL OF THE OWNER'S
REPRESENTATIVE PRIOR TO PREPARING THE SOILS FOR SEEDING
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UILDING P-71 4 PLANT POOL
TREES
QTY SYM SCIENTIFIC NAME COMMON NAME SIZE ROOT
CAL.
REMARKS
B
AAI.3
Arnc:larich ier 'Autumn Brilliance'
Autumn B rilliancc Servicebcrry
6' HT.
B &B
3 Slem Sp
.cimen
8
ARO
Acer rubrum 'October Glory'
October Glory Red Maple
12 1 1' HT.
B <
.B
3"
Spccimcn,
it-nb up 8'
4
B ND
B etula nigra 'Dura Heat'
Duro Heal River Birch
1 0 12' HT.
B AB
ISpecimen, I
ull, Dense
22
C EC
C ercis canadensis 'Oklahorrna'
Oklahorno Redbud
6' HT.
B &B
3 S I em Specimen
3
CV
C hionan�hus vircainicus
Wlhiic I ringo Tree
6' 1 11.
PD TR
3 SI ern Sp
cirncn
14
I IIV
I agerstrocmia indica 'Muscogcc'
Muscogcc C rape Myrtle
8' HT.
B
B
3 Stern. Sp
ccimen
6
1 IN
cigerstrocmia indica 'Natchez'
Natchez C rape Myrtle
8' HT.
B (
B.
3 Stem Sp
c cimen
6
frIGL
Magnolia irandiflora 'LiLLIe Gera'
Little Gem Magnolia
7' HT.
B (1
B_
13 Stern Sp
_cimen
7
MV
Magnolia virginiana
Sweet Bay Magnolia
6' HT_
B &B
3 Stern Sp
cimen
22
PAB
P1aLanus acerifolia 'Dloodgood'
Dloodggod Iondon Plane ice
10 12' 111.
B °
d
3"
Specimen,
ull, Dense
3
PT
Pinus taeda 'I oblolly'
I_ohlolly Fine
8 1 0' HT
B (1B
Speairncn, I
(Ml Dense
20
BP
Qucrcus phellos
Willow Oak
10-12' HT
B&B
3"
1 Specimen,
Fu11, I)enae
1
QV
Quer-cus virginiaria
Live Oak
10-1 2' HT.
B &B
3"
Specimen
Fu11, Devise
20
TD
Taxodiurn disl.ichum
Bald Cypress
10 1 2' HT.
B �B
3''
SSecirner1,
ull, Dense
SHRUBS
QTYJ
SYM
SCIENTIFIC NAME
COMMON NAME
SIZE
ROOT
CAL. `
REMARKS
179
CS
Ilex crenaLa 'Soft To)irch'
Soft ouch holly
30 J1.
CONT.
F-gall,
Bcnsc
22
11 G
Ibex glabra 'Shamroc,k'
Shamrock Inkberry Holly
21 HT.
CONT.
Hull,
Dansc
20
IVW
Ilex verticillata 'AfterGlow' and Jim Dandy'
Wintcrbcrry Male and Female
48" PT.
C OUNT.
Lull,
Dense
12
JB C
Juniperus horizontallis 'Blue C hip'
Blue C hip Juniper
24" SPR.
CO
NT.
Pull,
Dense
1 SO
_A
Lcucolhoe axillaris
C oastal 1 eucothoc
1 8" Hi.
C'ON
1.
I ull,
Densa
1 9
MC
Myrica cerifera
Wax Myrtle
48" H.t.
C ON
I._
ull,
Dense
29
N H D
Nandina domestica 'Harbour Dwarf'
Harbour Dwarf Nandina
1.6" HT.
CONT.
Full;
Dense
6
VDM
V'iburnr,am dentat�,im Morton'
Northern B urgundy Arrow od Viburnum
30" HT.
C O��NT.
Full,
Dense
PERENNIALS, GROUNDC OVERS, ORNAMENTAL GRASSES
QTYJ
SYM
SCIENTIFIC NAME
C OMMON NAME
SIZE
ROPT
CAL.
REMARKS
24
ANN
Annraals Selected by andscopc Architect
Annuals Selected by Landscape Arch.
41' POF._
CONT.
Full,
O'cnse
88
BHS
Baptisia 'Purple Smoke'
Purple Smoke False Indigo
I GAL.
CnINT.
Eu11,
Dcnsc
1 6
C G
Car -ex glauccscens
Southern Waxy Sedge
1 GAL.
C O��INT.
Full,
Dcnsc
82
HPM
HerrnerocaMs 'Pardon Me'
Pardon Me Rebloominq Red Doylily
1 GAL.
C0INT.
Full,
Dense
491
V
Iris virginica
Blue Flag Iris
1 GAI .
C; DN
ull,
Dense
404
LMV
Griopc muscari 'Varicgala'
Variegated iriope
4" POl
CONI.
I ull,
Dense
47
MSC
Mi scanthus sinensi,, 'Cabaret'
Cabaret Maiden Crass
3 GAI .
C ONT.
Full,
Devise
16
MUC
Muhlcnberghia capillaries
Muhly Grass
3 GAI .
C QNT.
Full,
Dense
186
PVH
Panicuirr virgaiurn 'Hecvy Metal'
Heavy Metal Switch Grass
3 GAL.
CON'T.
Full,
Dense
6O/
S.AJ
Sedum Au[urnn Joy'
Au[urrin Joy Sedum
1 GAL.
C QNT.
f-u11,
DcilsC
ID
IC
IB
IA
L
�J I