SW8131209_APPROVED PLANS_20141021

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 J�,` 7,1
DOC TYPE
❑ CURRENT PERMIT
t APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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P-726 REGIONAL
COMMUNICATION STATION
MARINE CORPS AIR STATION, NEW RIVER
CAMP LEJEUNE, JACKSONVILLE, NC
NAVAL FACILITIES ENGINEERING COMMAND --- MID ATLANTIC
NCDENR SUBMITTAL
DECEMBER 5, 2013
SHEETINDEX
SHEET NUMBER DESCRIPTION
T1
TITLE SHEET
C-001
LEGEND AND GENERAL NOTES
C-002
KEY MAP
CD101
DEMOLITION PLAN
CD102
DEMOLITION PLAk-
CD103
DEMOLITION PLAK
k
NORFOLK
•,
CD104
DEMOLITION PLAIT
VIRGIN! A
CD-105
DEMOLITION PLAN
BEACH
C-101
DIMENSIONAL LAYOUT PLAN' ,
64
C-102
DIMENSIONAL LAYOUT PLAN
VIRGINIA
C-201
UTILITY PLAN
NORTH CAROLINA
C-202
UTILITY PLAN
ELIZABETH
CITY
C-203
UTILITY PLAN
C-204
UTILITY PLAN
C-301
GRADING AND DRAINAGE PLAN
C-302
GRADING AND DRAINAGE PLAN
17
C401
C402
ROAD PROFILES AND CROSS SECTIONS
PROFILES
C-501
SITE DETAILS
C-502
SITE DETAILS
o
C-503
DOUBLE CABLE BARRIER FENCE DETAILS
C-504
DOUBLE CABLE BARRIER FENCE DETAILS
3HINGTON
C-505
SITE DETAILS
C-506
UTILITY AND STORM DETAILS
C-507
STORM DETAILS
'
C-601
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
MLICO SOUND
C-602
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-603
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
:W BERN
C-604
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-605
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
NVILLE
HAVELOCK
C-606
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
" ATLANTIC OCEAN
C-607
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
Iti
C-608
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
fix.
'„ rxR
C-609
C-610
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
EROSION AND CONTROL PLAN II
SEDIMENT -PHASE
C-611
EROSION AND SEDIMENT CONTROL NOTES
PROJECT
C-612
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
SITE
C-613
EROSION AND SEDIMENT CONTROL DETAILS
C-701
PRE -DEVELOPED DRAINAGE AREA MAP
C-702
POST -DEVELOPED DRAINAGE AREA MAP
k ,
C-801
BID -OPTION DEMOLITION PLAN
C-802
BID -OPTION DIMENSIONAL LAYOUT PLAN
C-803
BID -OPTION GRADING AND DRAINAGE PLAN
LOCATION
MAP
C-804
BID -OPTION SITE DETAILS
NOT TO SCALE
L-101
LANDSCAPE PLAN
L-102
LANDSCAPE PLAN
L-601
PLANT SCHEDULE AND DETAILS
VICINITY MAP
NOT TO SCALE 16 2013
APPROVED
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1157386
CONTR. NO.
DRAWINGNO.
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LEGEND GENERAL NOTES
NEW SYMBOLS NEW ABBREVIATIONS NEW ABBREVIATIONS CONTINUED EXISTING SYMBOLS 1. PROVIDE UTILITY LOCATING SERVICE TO MARK EXISTING UTILITIES AND TEST HOLES TO VERIFY
LOCATION AND ELEVATION AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION. DISCREPANCIES
ASPHALT AGGR AGGREGATE MH MANHOLE BUILDING THAT IMPACT DESIGN SHALL BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER AND WORK
SHALL NOT COMMENCE UNTIL DIRECTION BY THE CONTRACTING OFFICER.
CONCRETE ARCH ARCHITECT MIN MINIMUM CAN UNDERGROUND COMMUNICATIONS
A. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES UGC UNDERGROUND COMMUNICATIONS ON THESE DRAWINGS IS APPROXIMATE ONLY, AND REQUIRES CONFIRMATION EXCEPT FOR THE
GRASS PAVERS SANITARY SEWER ALIGNMENT. TEST PITS HAVE BEEN COMPLETED FOR THE EXISTING UTILITIES
GRAVEL AT/FP ANTI -TERRORISM / FORCE PROTECTION N NORTHING W WATER LINE CROSSING THE SANITARY SEWER. THESE TEST PIT RESULTS ARE INCORPORATED IN THE
SANITARY SEWER PROFILE ON C-402.
D 7 ,', / SEAL COAT AWG AMERICAN WIRE GAGE NCDOT NORTH CAROLINA DEPARTMENT OHS OVERHEAD STEAM
OF TRANSPORTATION 2. MAXIMUM PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN
AT/FP BARRIER BC BOTTOM CURB UGE UNDERGROUND ELECTRICAL SERVICE. PROPOSED STRUCTURE TOP ELEVATIONS, INCLUDING VALVE BOXES SHALL BE
NPS NATIONAL PIPE STANDARD VERIFIED WITH THE SITE PLANS, PROFILES AND CROSS SECTIONS. ADJUSTMENTS TO MEET
INDICATES ITEM TO BE REMOVED BLDG BUILDING SS SANITARY SEWER FINISHED GRADE ELEVATIONS MAY BE REQUIRED. TOPS IN PAVEMENT SHALL BE SET FLUSH
O.C. ON CENTER WITH AND SHALL SLOPE WITH FINISH GRADE.
INDICATES ITEM TO BE REMOVED BMP BEST MANAGEMENT PRACTICES OHE OVERHEAD ELECTRICAL
O.D. OUTSIDE DIAMETER 3. DAMAGE TO EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT
- - - LIMITS OF CONSTRUCTION CCSD CONVENTIONAL CONSTRUCTION STANDOFF DISTANCE UGG UNDERGROUND GAS PROPOSED TO BE DISTURBED BY THIS DEVELOPMENT, SHALL BE REPAIRED TO THE
OHE OVERHEAD ELECTRIC SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL EXPENSE.
STORM PIPE C/L CENTERLINE STORM PIPE
PB PARSONS BRINCKEROFF 4. PROVIDE GRADING THAT WILL ENSURE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER.
W WATER LINE CLR CLEAR • — — — — — — CONTOUR (MAJOR) IF GRADES CREATE DRAINAGE PROBLEMS THAT CAN BE RESOLVED BY CUTTING OR FILLING
PC POINT OF CURVATURE BEYOND THE LIMITS INDICATED, PROVIDE THIS GRADING, AFTER OBTAINING APPROVAL FROM
DW DOMESTIC WATER LINE CMU CONCRETE MASONRY UNITPI POINT OF INTERSECTION --------------- CONTOUR (MINOR) THE CONTRACTING OFFICER.
F W FIRE WATER LINE CONC CONCRETE ; GUY WIRE 5. PRIOR TO BEGINNING CONSTRUCTION, VERIFY FROM THE DRAWINGS THE DIMENSIONS, DETAILS
PIV POST INDICATOR VALVE AND TREATMENTS FOR THE WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL
S SANITARY SEWER CONT CONTINUOUS © COMMUNICATION MANHOLE IMPACT CONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
PNG PIEDMONT NATURAL GAS
C TELECOMMUNICATION LINE CORP CORPORATION SANITARY SEWER MANHOLE 6. REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REINSTALL SIGNS, AS DECIDED
PPVC PERFORATED POLYVINYL CHLORIDE BY THE CONTRACTING OFFICER, TO THE SITE. SIGNS THAT ARE NOT REINSTALLED SHALL BE
G GAS LINE CPT CONE PENETROMETER TEST a TREE RETURNED TO THE CONTRACTING OFFICER.
PROP PROPOSED
OHE OVERHEAD ELECTRIC CRAC COMPUTER ROOM AIR CONDITIONING SHRUB 7. WATER PIPE, FITTINGS, ACCESSORIES AND THE INSTALLATION THEREOF SHALL COMPLY
PSF POUNDS PER SQUARE FOOT WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE AMERICAN WATER WORKS
UGC UNDERGROUND COMMUNICATIONS DIA DIAMETER D4 WATER VALVE ASSOCIATION, (AWWA). FIRE SERVICE LINES AND THEIR APPURTENANCES, INCLUDING
C PSI POUNDS PER SQUARE INCH INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF
UGE UNDERGROUND ELECTRICAL DIP DUCTILE IRON PIPE PSIG POUNDS PER SQUARE INCH GAUGE (GAGE) POST INDICATOR VALVE THE CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, (NFPA).
— X — X — DOUBLE CABLE BARRIER FENCE E EASTING PT POINT OF TANGENCY 17_0� POWER POLE 8. PROVIDE WATER MAINS WITH A MINIMUM OF 36 INCHES OF COVER TO FINISH GRADE.
CABLE REINFORCED WOOD ORNAMENTAL FENCE EA EACH PVC POLYVINYL CHLORIDE 0-0POLE LIGHT RELATION OF WATER MAINS TO SEWERS:
�— — INDICATES DIRECTION OF FLOW ELEC ELECTRICAL 0 c­__o SIGN A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID
PVC POINT OF VERTICAL CURVATURE AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL
(il MANHOLE EP EDGE OF PAVEMENT o ENDWALL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION -IN WHICH CASE:
PVT POINT OF VERTICAL TANGENCY
�■ STORM INLET EQ EQUAL P4STORM INLET 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
R RADIUS THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
b FIRE HYDRANT EW EDGE WALK ZL CONTROL POINT THE SEWER; OR
REF REFERENCE POST INDICATOR VALVE 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE
�
EX EXISTING 14.00 SPOT ELEVATION REINF REINFORCED WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH,
WATER LINE TEE FDC FIRE DEPARTMENT CONNECTION CAP AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
SAN SANITARY 18 INCHES ABOVE THE TOP OF THE SEWER.
ri T_j WATER LINE BEND FEV FUEL EFFICIENT VEHICLE SCH SCHEDULE FIRE HYDRANT B. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A
IYI FF FINISH FLOOR WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH
FIRE DEPARTMENT CONNECTION SD STORM DRAIN AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES
FH FIRE HYDRANT EXISTING ABBREVIATIONS ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
®� WATER LINE GATE VALVE SF SQUARE FEET AN 18 INCH VERTICAL SEPARATION -IN WHICH CASE BOTH THE WATER MAIN AND SEWER
0-- WATER LINE CORPORATION STOP FIN FINISH A/C AIR CONDITIONER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
SHT SHEET EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
B POWER POLE
FT FOOT BC BACK CURB OF THE POINT OF CROSSING.
`a, SPA SPACE
GEN GENERATOR CBD CORNER BUILDING C. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A
POLE LIGHTS STD STANDARD WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER
17.00 SPOT ELEVATION GRAN GRANULAR CI CAST IRON SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS TO WATER MAIN
STIR STRUCTURE STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
O STORM STRUCTURE IDENTIFIER GV GATE VALVE CONIC CONCRETE A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
SW SIDEWALK
HC HANDICAP EC EDGE CONCRETE 9. AREAS, ON OR OFF THE SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND
0C/L ROAD CURVE IDENTIFIER, SHEET C-102 T TANGENT WHICH ARE NOT PAVED OR BUILT UPON SHALL BE ADEQUATELY STABILIZED TO CONTROL
HEX HEXAGONAL ELEC ELECTRIC EROSION. THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT
OEDGE OF PAVEMENT, EDGE OF GRASS PAVERS HORIZ HORIZONTAL FE FENCE ELEVATION T, TRANSF TRANSFORMER SOD.
RADII IDENTIFIER, SHEET C-102
TIC TOP CURB 10. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE UNITED
O SANITARY STRUCTURE IDENTIFIER HVAC HEATING, VENTILATION, AIR CONDITIONING FFE FINISH FLOOR ELEVATION STATES DEPARTMENT OF TRANSPORATION FEDERAL HIGHWAY ADMINISTRATION'S MANUAL MUTCD AND
TYP TYPICAL NCDOT'S ROADWAY STANDARD DRAWINGS. PAVEMENT STRIPING SHALL BE A MINIMUM OF 4" WIDE AND
SHEETS, C 201, C 202 I.D. INSIDE DIAMETER FON UTILITY STRUCTURE WHITE IN COLOR EXCEPT BLUE FOR HANDICAP AND YELLOW FOR C STREET CENTERLINE.
O O BUILDING COLUMN LINE IDENTIFIERS, SHEET C-102 INV INVERT UGC UNDERGROUND COMMUNICATION
TELECOM MANHOLE IDENTIFIERS, SHEET C-202 MAG MAG NAIL
© L LENGTH UGE UNDERGROUND ELECTRICAL pEDES PEDESTRIAN
SOIL BORINGS
WWF WELDED WIRE FABRIC
TRUE NORTH ARROWS LB POUND PIV POST INDICATOR VALVE
NORTH LBS/CU FT POUNDS PER CUBIC FOOT W/ WITH PP POWER POLE SURVEY NOTES
PLAN LBS/FT POUNDS PER FOOT SD STORM DRAIN 1. THE PHYSICAL AND TOPOGRAPHIC SURVEY DATA WAS PERFORMED BY ATLANTIC SURVEY & DESIGN, PA
A NORTH LF LINEAR FEET TPED TELEPHONE PEDESTAL IN DECEMBER, 2012.
LG LONG 2. MAPPING OF THE PHYSICAL AND TOPOGRAPHIC SURVEY DATA WAS DONE BY AVOLIS ENGINEERING, P.A.
MAX MAXIMUM 3. HORIZONTAL DATUM IS BASED ON NC GRID, NAD83 (NSRS 2007), FEET.
4. VERTICAL CONTROL IS BASED ON NAVD 1988, FEET. $�
5. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE, BASED UPON ABOVE DEC 1013
GROUND PHYSICAL FEATURES SURVEYED.
BY:
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1157386
NAVFAC DRAWING NO.
12656924
SHEET 7 OF 169
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OENDWALL
INV OUT 7.47
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OENDWALL
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INV IN 11.31
INV OUT 11.20
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INV IN 11.37
INV OUT 11.26
STORM SEWER STRUCTURE COORDINATES
COORDINATES ARE TO CENTER OF PIPE AT FACE OF ENDWALL.
OENDWALL O ENDWALL
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E 2,467,189.84 E 2,467,120.14
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CONSTR. CONTR.
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,
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14.15
4
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,^
x
)13.
_
' 13 •J /
�# THIS SHEET ONLY �� 12., 1L
KEYNOTES: � � - - =�r2
2 1314 .1
1. LIMITS OF CONSTRUCTION _ _ _ _ _ _ i % _ CL DITCH/'
BEGIN DITCH _ * - (U 10.64
2. 86' ATFP (CONVENTIONAL CONSTRUCTION STANDOFF DISTANCE `�' `' 11.89 �' 1 CD '
FROM ROADS AND PARKING WHERE THE LOAD BEARING t
EXTERIOR WALL MATERIAL IS REINFORCED MASONRY). I 1 SECTION B B
3. FOREBAY �' 2 I - ///
J /l
4. 20'x13' RIP RAP SPILLWAY. ELEVATION=12.00;' SECTION A -A D2
C-507
' N
5. WET BASIN
6. 60' GROUTED RIP RAP SPILLWAY. ELEVATION = 12.259.64
0� 1'
7. GROUTED RIP RAP OUTFALL SWALE
,5 ?3 1 9.
� ; 1 i 39
8. 30 VEGETATIVE FILTER STRIP, 12 6 x
9. 4" PPVC UNDERDRAIN MINIMUM 0.5% SLOPE (TYP)
n 9.6 01
10. PERMANENT POOL = 10.50
931
Iq
--__ -_,_.
131
IN
7
J
C-505 f 9.81
x g,13
67 9.40
9.57
14.15
49 x
UAG NAIL �3.95 4.--
N 357,162.97 v
E 2,467,586.Y 11 ;°�,
ELEV 14.39 1 ; 1 ( y 4" j446
i
4 5 5
STORM SEWER STRUCTURE COORDINATES T7
4"
COORDINATES ARE TO CENTER OF CULVERTS AT
END, TO CENTER OF PIPE AT FACE
OF ENDWALL AND TO
CENTER OF GRATE INLETS.
ENDWALL
ENDWALL
13
END SECTION
16
GRATE INLET
N 357,614.91
N 357,555.80
N 357,569.16
N 357,493.59
E 2,467,116.59
E 2,467,122.60
E 2,467,337.94
E 2,467,411.39
ENDWALLO
END
14
N
17
GRATE INLET
N 3577,,626 39
N 357,56T71
N 357,572.26END
57,507.65
E 2,467,069.73
E 2,467,406.13
E 2,467,319.77
E 2,467,345.15
OENWALL
0N
15
END OF PIPE18
OF
N 3577, 04 62
357,5 0.06SECTION
N 3557, 66.29
FOUD DATION DRAIN
E 2,467,142.85
E 2,467,388.61
E 2,467,515.89
N 357,273.22
E 2,467,457.60
i
I
T
LJ
T I A5" 3
r"
I
S7E<t.".' LINE SUPPORTS-- „
r
i YP FF
C
2•
_ III IIII
Ci%iR
4 STORM SEWER SCHEDULE
SEAL
„
O ENDWALL 16 17 67.72 LF OF 105 RCP CL III �Z 67 7
INV IN10.07 16
PIPE AT0.50% C7 .FNGINE`�Q, t<��
o I 5 6 (2) 48.25 LF OF 24" RCP CL V PIPE AT 0.52% 17 GRATE INLET-`'"�9rD. C4\° C
TOP 14.75 H,NII,III
OENDWALL INV OUT 11.44
INV OUT I- 9.82 18 END OF FOUNDATION DRAIN
OENDWALL INV OUT 10.41 C
INV IN 7.69
0 18 19 19.00 LF OF 6" PVC PIPE AT 0.52%
o O7 O 52.85 LF OF 30" RCP CL III PIPE AT -1.02 /o
�� 19 CLEANOUT
7 ENDWALL 1 ; TOP 13.62
(�
INV OUT 8.2�3 INV 10.51
.51 H`OJT`
T
11 END SECTION 19 20 97.48 LF OF 6" PVC PIPE AT 0.50% APPROVED
J� a INV OUT 12.28
0 4AMp 20 CLEANOUT
es 11 12 16.25 LF OF 12" RCP CL III PIPE AT 0.50% TOP 13.50 FOR COMMANDER NAVFAC
0
INV 11.00 Acrlvm
12 END SECTION D. COMER (BY EMAIL)
} INV IN 12.36 20 21 62.00 LF OF 6" PVC PIPE AT 4.03% SATISFACTORY TO DATE 10/31/2013
_,... ,_.
13 END SECTION 21 CLEANOUT DES CDH DRw RBP CHK WAG
INV OUT 12.63 CONNECT TO FOUNDATION DRAIN PM D. BLACK
1 BRANCH MANAGER L. SHERFEY
INV IN 13.50
3 13 14 14.67 LF OF 12" RCP CL III PIPE AT 0.50% CHIEFENGIARCH B. ABBOTT
REFER TO PLUMBING PLANS
FOR CONTINUATION FIRE PROTECTION S. WILLIAMS
ca 14 END SECTION Q z Z B
o INV IN 12.70 22 CLEANOUT 27 CLEANOUT o w Z
TOP 14.70 TOP 13.38 O
D 0 j
15 END OF PIPE INV 11.14 INV 11.71 w -
O w �
o H
INV OUT 8.00 w � w Q
S 23 CLEANOUT 28 CLEANOUT = a
ty 15 16 108.00 LF OF 15" RCP CL III TOP 14.26 TOP 14.26 w z a
o y
2 PIPE AT 2.78 /o INV 12.59 INV 12.59 5 Q J v Z
V j
¢` z
/ 8' J
O
ft
4.70
, 1
14.21
16 GRATEINLET 24 O CLEANOUT 29 CLEANOUT Q -
O
TOP 14.75 TOP 14.34 TOP 14.43
T z
INV OUT 11.00 U I INV 12 Q
NV 12.67 .76 'rt
V J
F z
d
INV IN 11.10 ROM STIR 17 C
(
F
- w
INV 11.00 ROM STIR 22 CD
25 CLEANOUT 30 CLEANOUT -� T (
O O
w
Z
TOP 14.18 TOP 14.04 w
z
G� t t 122s FNAci 2 37 INV 11.42 INV 11.45
CLEANOUT w O
C TOP 13.41 w
12 �'� x lz.t l & INV 11.74 w J in
max`- I S '
1200 Q 1 Al U (D
4.30
196
_ �71a3 < OZ
xi2.32 I x119�' I� " o
i V
44a
G x 7 2 E70 < z W W
0 1464 �, �, ' R� TP�O x,2.23 t�1 z >
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UGC o
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50 xa
, "': w
z r�
a U
A 5 SCALE: GRAPHIC
1 / �, / ��/ , , � /' / •/ ;�/' / �! -..•n t.. � r EPROJECT
r °
- `6 �V' PLAN `'1icDRa N1,g'6940
15 060
NORTH 1
SCALE:1" = 30'-0" SHE - 23 OF ifi9-
C-302
5

1 I 2
I 3
I
4
I 5
10' MAX 10' MAX. LINE
(TYP) POSTS TO ��� I BOLLARD (TYP OF 7)
BARBED-WIRE APRON BE EQUALLY
ON EXTENSION ARMS SPACED I
-x—x x—x—x—x—x—x x—x r
-x—x—x—x—x—x—xx—x
-x—x—x—x—x—x—x—x x—x
NU SCALF
12" , 24"
24"
NOTE: FOR DUMPSTER ENCLOSURE DETAILS REFER TO
STRUCTURAL.
12" SINGLE DUMPSTER PAD C3
NO SCALE
CONCRETE "V" DITCH 8
NO SCALE
B
SIDEWALK
T-0"
000000000000000
000000000000000
000000000000000
000000000000000
000000000000000
000000000000000
04
000000000000000
000000000000000
000000000000000
000000000000000
2 LB/FT U-CHANNEL
COLORS:
LEGEND - BLACK
BACKGROUND - WHITE (RETROREFLECTIVE)
GROUND
m®®®n
NOTE 2
7.5" DIA
5.2"
TOP VIEW ISOMETRIC
NOTE 1 2.38"
BIKE BIKE BIKE BIKE BIKE
1 2 3 4 5
is
M
3'10°o.c. M RIGHT SIDE
FRONT VIEW VIEW
MATERIAL LIST
1. TUBING - 2 3/8" DIA x 0.154" WALL STEEL TUBING
2. SURFACE PLATE - 7 1 /2" DIA x 1/4" THICK
STEEL PLATE WITH THREE 9/16" DIA MOUNTING HOLES
3. MOUNTED WITH SIX 1/2" DIA x 4-5" STAINLESS STEEL
ANCHOR BOLTS
BIKE RACK C4
NO SCALE
B 1 ISOLATION DUMPSTER PAD
C-501 JOINT 1/8" PER FOOT SLOPE
4000 PSI AIR ENTRAINED
-.,., I CONCRETE
A �J 6X6, 6-6 W.W.F.
zo
SP D R2-1
LIMIT D SPEED LIMIT o o b
F1 O COMPACTED SUBGRADE AGGREGATE BASE
w TO 95% ASTM D698 NCDOT TYPE "A"
DUMPSTER PAD B4
o
NO SCALE
C/L C/L
5' MAX 5' MAX TYP
ON SIDES
(� ADJACENT f
-I I TO SW)
Ft1
TX TX 3' CONCRETE
DEADMAN
4" X 4"X 0.25" ­-�
ANCHOR PLATES
(WELDED THEN
GALVANIZED)
— 1 1
I I
1 1
' o
M
1 I
1 1
SIGN POST SHALL BE
BREAK AWAY PER
MUTCD STANDARDS
NOTE: POSTED SPEED LIMIT SHALL BE 10 MILES PER HOUR.
SPEED LIMIT SIGN DETAIL B2
NO SCALE
EDGE OF PAVEMENT
T_
PLAN VIEW
1.6"-2.4"
C-C TRUNCATED 50%-65% OF BASE
DIAMETER FOR N
N U TOP DIAMETER
U (D 8O+ /-DOME
(TYP)
e (D
O+ O+ 0 (I 0.9"-1.4"
ABASE
z DIAMETER
o�
ENLARGED PARTIAL TRUNCATED
PLAN VIEW DOME
DETECTABLE WARNING DETAIL Al
NO SCALE
4"
2" R
eo 111:11
COMPACTED
c SUBGRADE
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PAVEMENT PARALLEL TO THE SLOPE OF
SECTION SUBSURFACE COURSES PROVIDED
I A MIN. DEPTH OF 7" IS MAINTAINED
'cff 00°00 oO
i>00oO�-o O°O°o000°0-0°
Oo °°Cba°°°° oo coo
° °° °g8 °° % ° °
COMBINATION CONCRETE A3
NO SCALE
411 31' 3" 4"
SOLID YELLOW
i CENTER LINE (TYP)
C/L C STREET
C STREET CENTERLINE Bs
STRIPING DETAIL
NO SCALE
CONCRETE LEVEL
SPREADER ELEV =10.25
T OF #57
STONE
12' SWALE 40' VEGITATIVE FILTER STRIP
�T EXISTING CONCRETE
DITCH
LEVEL SPREADER DETAIL A4
NO SCALE
6" X 6" HIGH POINT
COPPER CAP
6" X 6" PRESSURE -
TREATED WOOD
RAILS AND BRACES
TOP OF RAIL 4' ABOVED
FINISHED GRADE (MIN.)
10' MAX
cl) F BETWEEN POSTS NI
3'-0" 200' MAX
OL
d
3/4" GLAVANIZED
CABLE WIRE ROPE
6" X 6" PRESSURE
o
TREATED WOOD POSTS
CABLE PASSES THROUGH
HOLES DRILLED IN POSTS
AND CROSSMEMBERS
SWAG EYE END
�- 1.25" TURNBUCKLE
WITH JAW END PULL
D
1.25" THREADED
ROD (GALVANIZED)
o
12"
o
ry
,r
N
UNDISTURBED SOIL
CABLE REINFORCED WOOD D5
ORNAMENTAL FENCE
NO SCALE
FINISH
GRADE
=x-x—x—x—x—x—x—x—xvx—x
x x—x—x—x—x—x—x—x x—x
x x—x—x—x—x—x—x—x x—x
0 D '
Q
o D >
4 p
""`TAT\MIIIIIIIINI„JJ,,,// ,
A
03W7
9 ' 12/5/13
,..
1�1
B1 FOR COMMANDER NAVFAC
C105 ACTIVTY
FENCE MATERIAL EMBEDDED 4" D. COMER (BY EMAIL)
D4 IN CONCRETE DITCH AND TIED
C
TO FENCE SATISFACTORYTO DATE 10/31/2013 501 DES CDH I DRW RBP I CHK WAG
PM D. BLACK
BRANCH CONCRETE DITCH CROSSING B5 CHIEF
L.SHBBOT
CHIEF ENGIARCH B. ABBOTT
EMBEDDEDI N CONCRETE FIRE PROTECTION S. WILLIAMS NO SCALE B
U
0 > ui Z
O x z0
w
w z w Q
Qo a H
'L z
~ U U)
A q LL�<
;�= 0
w ° F-
HUB END ON OUTLET - -<--- z V
END -SECTIONS
SPIGOTS END ON INLET w Z C/,
END SECTIONS PLAN z
0 w
z o
w 0 Lu
�
C B w U co
CONCRETE TO �- J
3 S�OpF BE CLASS A4 U Q
BAR OR STEEL Q Z
FABRIC REINF. - DIA
F _ 0
W
$ Z >
D E A
O co
SECTION A -A END VIEW o
Z n
U L K Z Q CL
END
SECTION
DIMENSIONS
12"
611
21-3"
11-9"
41-0"
21-6"
15"
1 6" 1
2'-3"
V-9"
4'-0"
1 2'-6"
w o
U
SCALE: z GRAPHIC
EPROJECT NO. 1157386
CONSTR. CONTR. NO.
END SECTION A5 7 NAVFAC DRAWING NO.
1 za 2� •3 12ssssas
NO SCALE SHEET 29 of 169
2
(
4
0

I 5
a
a
a
7
E
C
0
w
L
FRONT ELEVATION
DIA. OF PIPE CULVERT
15"
18"
24"
30"
A
0'-8"
0'-9"
U-11"
1'-0"
B
1'-1"
1'-3"
V-6"
1'-9"
C
V-7"
1'-9"
2'-2"
2'-6"
D
1'-3"
1'-6"
2'-0"
2'-6"
F
0'-8"
0'-8"
0'-9"
0'-9"
H
Z-11"
T-2"
3'-9"
4'-3"
L
5-0"
6'-0"
8'-0"
10'-0"
15
14
13
12
11
10
9
8
7
5
3
TOP OF POND
ELEV =13.50
SEDIMENT CLEANOUT
TOP ELEV = 7.00
TOP OF RIPRAP
SPILLWAY
ELEV = 12.00
SEDIMENT
CLEANOUT TOP
ELEV = 5.30
rcmi IHIVCIV I rVUL = IU.DU
FREEBOARD TOP OF RIPRAP
SPILLWAY
FLEVEL OARD ELEV = 12.00
FOREBAY SIDE
SLOPES 2:1 (TYP)
SEDIMENT CLE/
TOP ELEV = 7.0(
.;
�.
lot
FOREBAY
FOREBAY
WET BASIN
A F
PIPE
II
SEDIMENT CLEANOUT
BOTTOM ELEV = 6.00
CLASS I RIPRAP
LINED WITH
FILTER FABRIC
TYPICAL WET
NO SCALE
1.3 FT OF SEDIMENT STORAGE
SEDIMENT CLEANOUT
BOTTOM ELEV = 4.00
BASIN SECTION A -A D2
L CLASS I RIPRAP
LINED WITH
FILTER FABRIC
SEDIMENT CLEANOUT
BOTTOM ELEV = 6.00
T-
END ELEVATION
NOTES
1. ON SHALLOW FILLS, WHERE ENDWALLS ARE V OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL
SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE OR SHOULDER.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 150.
5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR.
ENDWALL B1
NO SCALE
L SHAPE TO BE
BEVELED
WITH MORTAR
PIPE f i PIPE
G
S
G
FRONT ELEVATION
I PIPE
a - -
LL B
DO NOT C
BEVEL
INVERT END ELEVATION
FOR CONCRETE
PIPE
DIAMETER
D
OF PIPE
A
B
C
F
H
S
G
L
a
b
12"
0'-6"
U-11"
1'4'
0'-6"
2'-3"
V-10"
2'-0"
5'-10"
0'-2"
0' a
15"
0'-8"
1'-1"
1'-7"
0'-8"
2'-11"
2' 3"
2'-6"
T-3"
0'-2"
0'-1%"
18
9
1 3„
1 9
0 8
3 2
2 8,
3 0
8'-8"
'
02%"
0'-1%"
21 OR 24
0 -11
1-6
2'-2
0 -9
3 9
3 -6
4 =0
11=6
0 -3
0'-211
27" OR 30"
V-0"
1'-9"
2'-6"
0'-9"
4'-3"„
4'-4"
5'-0"
14'-4"
0'4'
0'-2%"
33" OR 36"
V-0"
2'-0"
2'-9"
0'-9"
4'-9"
6-2"
6'-0"
17'-2"
1 0141z"
0'-3"
NOTES
1. ON SHALLOW FILLS, WHERE ENDWALLS ARE V OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL
BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE OR SHOULDER.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 150.
5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR.
ENDWALL FOR DOUBLE PIPES A�
NO SCALE
1 2
2" WEEP HOLES
3"
e
mL
It r-r--�.f
1
Y
PLAN
WITH GRATE & FRAME REMOVED
4r-0"
� I 311 I
kNOUT
10' VIVI
(10:1
15
15
14
14
13
13
12
12
11
11
10
10
9
9
8
8
7
7
6
6
5
5
4
3
FREEBOARD LEVEL = 13.50
CLFANOUO TTOP
CLEA
ELEV = 5.30
:GETATED SHELF
SLOPE)
TEMPORARY POOL
ELEV = 12.00
TOP OF POND
PERMANENT ELEV =13.50
POOL =10.50
0
6
o 0
0
11
u
>
w
WET BASIN
w
1OVEGETATED
H
or w
,.,.. 1. ,,.,.-.
W
a
0
15
14
13
12
11
10
D
9
8
0
7
U
6
-5
4
1 1.3 FT OF SEDIMENT STORAGE
LSEDIMENT CLEANOUT
BOTTOM ELEV = 4.00 TYPICAL WET BASIN SECTION B-B D4 Iiij
O
NO SCALE
-
036487
>9 `' 12/5/13
?`F�GINEEQ' t�!8 C
GENERAL NOTES:' D;,NIMO\`
CLASS "B" CONCRETE TO BE USED THROUGHOUT
3" OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 19" CENTER,. AS DIRECTED BY ENGINEER.
TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGINEER
a FORMS ARE -TO -BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAH
I IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
11 Apn. T4.4ASF.AA.SHOWN.ON..$Tfi W13 .840 -On -
A STONE DRAIN CONSISTING OF I CUBIC FOOT OF NO. 78M STONE ��
CONTAINED IN A-BAG•OF POROUS FABRIC SHALL BE PLACED AT EACH
WEEP HOLE.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH APPROVED
STEPS 1'-2" ON CENTERSto 1. STEPS 8HALL BE IN ACCORDANCE WITFI
(01 I STD. 840.66.
10-3/0 " DIA. WELDED STUD 1
ANCHORS 8" LONG (4" + 4" '
ANCHORS PIGGYBACK - 8") PLAN
SHOWING POSITION OF BOLTS
3„ 3 rr
311
&!ORATES: (k,"fi,A�dIL"••'' I I � � a
6" 6 A u 6"
Err B 6'r
I
I
I
tO SEE NOTE --/ SECTION X " X DOWEL
DIMENSIONS AND QUANTITIES FOR DROP INLET
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
IN BOX
UMAL
aumxnea
mm"
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
FLOOR &
COPING
WALL !
FT. H
CU. YDS.
MIN. H
C.M.
R.C.
12"
3'-0."
2'-0"
2'-8"
0.262
0.222
0.855
0.015
0.024
15"
3'•0"
0.929
0.023
0.036
1Ali
3'-5'
1.021
0.033
0.049
24"
4'-0"
-
1.151
0.069
0.085
30"
3'-0"
2'-0"
4 -3"
0.262
0.222
1.207
0.092
0.127
" DIA. X 8" LG, WELDED
PIGGYBACK STUD ANCHORS
DIMENSIONS FOR CHANNELS
CHANNELS
NO.1
SIZE
LENGTH
I TOTAL L. F.
off
2
1 3"X4.1#
2'-6"
5 -0'
GRATE INLET DETAIL A4
NO SCALE
#4 BAR
DOWEL
D
SOURCE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1 6 2013
5
FOR COMMANDER NAVFAC
ACTIVHY
D. COMER (BY EMAIL)
SATISFACTORYTO DATE 10/31/2013
DES CDH I DRw RBP I CHK WAG
PM D. BLACK
BRANCH MANAGER L. SHERFEY
CHIEF ENGIARCH B. ABBOTT
FIRE PROTECTION S. WILLIAMS
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w
a
z
w
O
CD
w
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SCALE: GRAPHIC
EPROJECT NO, 1157386
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12656948
SHEET 31 OF 169
C-507
1
NO

1 2
,
3
, 4
, 5
50"
C
1.5" NCDOT SF-9.5A
ASPHALT CONCRETE
2.5" NCDOT 1-19.013
ASPHALT CONCRETE
315-LB TENSILE STRENGTH
WOVEN GEOTEXTILE FABRIC
X/`%
SUBGRADE COMPACTED TO J 12" AGGREGATE BASE
MATERIAL, NCDOT ABC
95% OF ASTM-D 698
CRUSHED STONE OR
CRUSHED CONCRETE
ASPHALT PAVEMENT D1
NO SCALE
1211
LEGEND AND BORDER -
GREEN WHITE SYMBOL
I�'~jI
RESERVED
ON BLUE BACKGROUND
P®
BACKGROUND -WHITE
r°
TYPICAL AT ALL HANDICAP
�...►
SPACES
*CCE558LE
R7-8
NO PARKING
0
R7-8a
1 _
o
VAN ACCESSIBLE
o
w
w 3 LBS/FT "U" CHANNEL POST
4000 PSI
CONCRETE
.i
i
� —
NOTES
1. ONE AT EACH HANDICAP SPACE.
HANDICA
NO SCALE
P PARKING SIGN B1
WHITE BACKGROUND
AND BLACK LETTERS
I I
AND BORDER
RESERVED
00
PARKINGFOR FUEL
EFFICIENT
VEHICLES
ONLY
C'>
co
3LBS/FT "U" CHANNEL POST
o
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THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR
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PLAN NAVFAC DRAWING NO.
12656966
0 15 30' 60' NORTH
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C-803
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2
3
4
• -
KEY
-- - -
QTY.
- - - --- - --
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
P.M.
REMARKS
CALIPER
HEIGHT
SPREAD
TREES
Bn
4
Betula nigra
River Birch
2" - 2.5"
10'-12'
B&B
1
3 STEM FORM
Cc
2
Cercis canadensis
Eastern Redbud
6'- 8'
B&B
1
CLUMP FORM
Cc'O'
10
Cercis canadensis var. texensis 'Oklahoma'
Redbud 'Oklahoma'
8'-10'
B&B
1
3 STEM FORM
Ps
4
Pinus strobus
Eastern White Pine
5'- 6'
B&B
1
9
Pinus taeda
Loblolly pine
10'-12'
B&B
1
2
Quercus phellosWillow
Oak
2" - 2.5"
10'-12'
B&B
1
[=Qpa
3
Quercus palustris
Pin Oak
2" - 2.5"
10'-12'
B&B
1
1
Quercus rubra
Red Oak
2" - 2.5"
10'-12'
B&B
1
Cv
1
Chionanthus virginicus
Fringe Tree
2" - 2.5"
B&B
1
SHRUBS
NAB"
4
Amelanchier'Autumn Brilliance'
Autumn Brilliance Serviceberry
5 Gal.
2
Hv
3
Hammamelis virginiana
Common Witchhazel
5 Gal.
2
PERENNIALS
Vm
50
Vinca minor'Dart's Blue
Dart's Blue Periwinkle
1 Gal.
2
SHALLOW WATER PLANTS
Cj
33
Cladium jamaicense
Sawgrass
1 Gal. Min
3
Je
25
Juncus effusus
Soft Rush
1 Gal. Min
3
Pv
31
Panicum virgatum
Switchgrass
1 Gal. Min
3
Pvi
40
Peltandra virginica
Arrow arum
1 Gal. Min
3
SI
34
Sagittaria latifolia
Duck Potato
1 Gal. Min
3
Sla
27
Sagittaria lancifolia
Bulltongue
1 Gal. Min
3
Sa
16
Schoenoplectus americanus
Three -square Bulrush
1 Gal. Min
3
St
22
Schoenoplectus tabernaemontani
Softstem Bulrush
1 Gal. Min
3
APPROVED EQUAL, TYP.
STAKE TREE, TYP.
TRUNK FLARE, SET 1%2"
MAX. ABOVE FINISHED
GRADE, TYP.
MULCH, TYP.
1'-0"
6"
6"
MIN., TYP.
iv
FINISHED GRADE, TYP.
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6
Acer rubrum
Red Maple
2" - 2.5"
10'-12'
B&B
1
Pt
1
Pinus taeda
Loblolly pine
10'-12'
B&B
1
Qpa
2
Quercus palustris
Pin Oak
2" - 2.5"
1 U-12'
B&B
1
SHRUBS - BD OPTION 1
LL
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1 3
1 Amelanchier'Autumn Brilliance'
Autumn Brilliance Serviceberry
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5 Gal.
1 2
GENERAL SITE NOTES:
1. CONTACT 'MISS UTILITY' (1-800-632-4949) PRIOR TO COMMENCING ANY
WORK.
2. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY CONFLICTS OR
DISCREPANCIES DURING CONSTRUCTION BEFORE CONTINUING WORK.
3. REPLACE ALL EXISTING TREES AND SHRUBS TO REMAIN WITHIN AND
OUTSIDE OF LIMITS OF CONSTRUCTION THAT ARE DAMAGED DURING
CONSTRUCTION TO MEET PRE -CONSTRUCTION CONDITIONS.
PLANT MATERIAL STANDARDS
1. PLANTS WILL NOT BE ACCEPTED UNTIL INSPECTED AND APPROVED BY THE
CONTRACTING OFFICER AND OWNER.
2. PLANTS NOT MEETING SPECIFICATIONS FOR QUALITY AND SIZE STATED
WILL BE REJECTED. REPLACE ALL REJECTED STOCK AT NO ADDITIONAL COST
TO THE OWNER.
3. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY INDICATED ON THE
DRAWINGS AND SHALL CONFORM TO MEASUREMENTS SPECIFIED. LARGER
PLANTS THAN SPECIFIED MAY BE USED, IF AVAILABILITY IS AN ISSUE, BUT
SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE.
LANDSCAPE PLANTING NOTES:
1. VERIFY ALL PLANT COUNTS PRIOR TO BID. ANY DISCREPANCY BETWEEN THE
QUANTITY OF PLANTS SHOWN IN THIS PLAN AND THE QUANTITIES NOTED IN THE
PLANT SCHEDULE, THE PLAN SHALL GOVERN.
2. PLANT SIZES INDICATED IN THE PLANT SCHEDULE ARE THE MINIMUM
ALLOWED.
3. REFER TO THE PROJECT SPECIFICATIONS FOR INFORMAITON PERTAINING TO
PLANTS TO BE INSTALLED AT THE PROJECT SITE'S BMP.
1. TREES AND SHRUBS
1. STAKE ALL TREE LOCATIONS AND OBTAIN REVIEW BY THE CONTRACTING
OFFICER PRIOR TO INSTALLATION.
LANDSCAPE PLANTING NOTES (CONTINUED
2. AMEND EXISTING / ORIGINAL SOIL FROM PLANTING PIT WITH PLANTING SOIL
MIXTURE AS FOLLOWS:
A. SANDY SOIL AMENDMENTS:
A. ONE PART PEAT MOSS
B. TWO PARTS ORIGINAL SOIL
B. HEAVY CLAY SOIL AMENDMENTS:
A. ONE PART COARSE SAND OR WELL -DRAINED SOIL
B. ONE PART ORGANIC SOIL.
3. SET TREE OR SHRUB IN PLANTING PIT, SO TRUNK FLARE/ CROWN IS 1-2" HIGHER
THAN THE SURROUNDING GROUND.
4. STRAIGHTEN THE TREE OR SHRUB IN THE PLANTING PIT PRIOR TO BACK FILLING
THE PLANTING PIT.
5. BACK FILL THE PLANTING PIT WITH AMENDED SOIL AND GENTLY TAMP THE SOIL
IN AND AROUND THE ROOT BALL. CONTINUE FILLING THE PIT UNTIL IT IS THREE
QUARTERS FULL.
6. FILL PIT FULL OF WATER AND LET THE WATER DRAIN. DO NOT TAMP THE SOIL
AFTER WATERING.
7. STRAIGHTEN THE PLANT IF IT IS CROOKED. REMOVE WIRE BASKET FROM
UPPER PORTION OF ROOT BALL AND FOLD BACK BURLAP. FINISH BY FILLING THE
PLANTING PIT BY GENTLY TAMPING SOIL IN PLACE AND WATERING.
8. ALL TREES WILL BE STAKED TO ENSURE STRAIGHT TRUNKS.
II. FERTILIZATION: FERTILIZE ALL PLANTING BEDS ON SITE BASED UPON RESULTS
RECEIVED FROM SOIL TESTS.
111. PRUNING: LIMIT THE PRUNING OF TREES TO REMOVAL OF DEAD WOOD OR
BRANCHES AND FOR SIGHT DISTANCE ISSUES AND SAFETY REASONS. LIMIT THE
PRUNING OF SHRUBS TO THAT NECESSARY TO MAINTAIN THE NATURAL SHAPE OF
THE PLANT.
IV. MULCHING: MAINTAIN MULCHING AT A DEPTH OF 2" MIN & 3" MAX. IN PLANTING
BEDS AND RINGS.
V. PLANTING BED EDGING: PROVIDE METAL EDGING AT ALL PLANTING BEDS AND
RINGS. EDGING SPECIFIED SHALL BE A MINIMUM OF 4" IN HEIGHT. METAL EDGING
SHALL BE A PRODUCT SPECIFICALLY DESIGNED AND MANUFACTURED TO PROVIDE
EQUIVALENT RADII ALONG PLANTING BED EDGES AS THOSE INDICATED ON THE
PLAN SHEETS.
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BACKFILL,TYP.
2 x ROOT BALL DIA. MIN.
UNDISTURBED SOIL
UNDER ROOT BALL, TYP.
TREE PLANTING DETAIL (P.M. 1) 10
3/8" = V-0"
P OF ROOT BALL,
P.
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CKFILL, TYP.
JISHED GRADE,
P
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TYP.
SHRUB PLANTING DETAIL (P.M. 2)
112" =1'-0" TYP
LAWN / SODDED AREAS,
TYP.
METALLANDSCAPE
EDGING, TYP.
MULCH, TYP
SUBGRADE, TYP
TYPICAL PLANTING BED EDGE DETAIL
3/4" -1'
6'
IPE WOODEN SLATS,
TYP
TUBULAR STEEL
FRAME, TYP
2.25" DIA. TUBULAR STEEL
SUPPORTS, TYP
FINISHED GRADE,
TYP
ATFP LIMIT
3-Pv
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8-Pv
10-Je
NOTE:
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102'•
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DEC�C U 2013 i, `; NAVFAC DRAWING NO.
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SHEET 53 OF 169
L-601
1
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3
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