SW8140601_APPROVED PLANS_20140701

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 \ljcAo of
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oy4 0-1o I
YYYYMMDD

2
4 1 5
a
I
I
V■
LOCATION MAP
NOT TO SCALE
P-1 391 SOF SUSTAINMENT
TRAINING COMPLEX
MARINE CORPS BASE CAMP LEJEUNE,
JACKSONVILLE, NC
NAVAL FACILITIES ENGINEERING COMMAND --- MID ATLANTIC
NCDENR SUBMITTAL
MAY 271 2014
SHEET NUMBER
DESCRIPTION
SHEET NUMBER
DESCRIPTION
T1
TITLE SHEET
C-401
SANITARY SEWER PROFILES
C-001
LEGEND, ABBREVIATIONS AND NOTES
C-402
SANITARY SEWER PROFILES
C-002
KEY PLAN
C-403
WATER LINE PROFILES
CD101
EXISTING CONDITIONS AND DEMOLITION PLAN
C-404
WATER LINE PROFILES
CD102
EXISTING CONDITIONS AND DEMOLITION PLAN
C-405
STORM SEWER PROFILES
CD103
EXISTING CONDITIONS AND DEMOLITION PLAN
C-406
STORM SEWER PROFILES
CD104
EXISTING CONDITIONS AND DEMOLITION PLAN
C-501
SITE DETAILS
CD105
EXISTING CONDITIONS AND DEMOLITION PLAN
C-502
SITE DETAILS
CD106
EXISTING CONDITIONS AND DEMOLITION PLAN
C-503
DOUBLE CABLE BARRIER FENCE DETAILS
CD107
EXISTING CONDITIONS AND DEMOLITION PLAN
C-504
DOUBLE CABLE BARRIER FENCE DETAILS
CD108
EXISTING CONDITIONS AND DEMOLITION PLAN
C-505
SITE DETAILS
CD109
EXISTING CONDITIONS AND DEMOLITION PLAN
C-506
UTILITY DETAILS
CD110
EXISTING CONDITIONS AND DEMOLITION PLAN
C-507
UTILITY DETAILS
CD111
EXISTING CONDITIONS AND DEMOLITION PLAN
C-508
UTILITY AND STORM DETAILS
CD112
EXISTING CONDITIONS AND DEMOLITION PLAN
C-509
STORMWATER MANAGEMENT DETAILS
C-101
DIMENSIONAL LAYOUT PLAN
C-510
JOINT LAYOUT ENLARGEMENT PLAN
C-102
DIMENSIONAL LAYOUT PLAN
C-601
EROSION CONTROL PHASE I
C-103
DIMENSIONAL LAYOUT PLAN
C-602
EROSION CONTROL PHASE I
C-104
DIMENSIONAL LAYOUT PLAN
C-603
EROSION CONTROL PHASE 1
C-105
DIMENSIONAL LAYOUT PLAN
C-604
EROSION CONTROL PHASE I
C-106
DIMENSIONAL LAYOUT PLAN
C-605
EROSION CONTROL PHASE I
C-201
UTILITY PLAN
C-606
EROSION CONTROL PHASE I
C-202
UTILITY PLAN
C-607
EROSION CONTROL PHASE I
C-203
UTILITY PLAN
C-608
EROSION CONTROL PHASE I
C-204
UTILITY PLAN
C-609
EROSION CONTROL PHASE I
C-205
UTILITY PLAN
C-610
EROSION CONTROL PHASE I
C-206
UTILITY PLAN
C-611
EROSION CONTROL PHASE I
C-207
UTILITY PLAN
C-612
EROSION CONTROL PHASE I
C-208
UTILITY PLAN
C-613
EROSION CONTROL PHASE II
C-209
UTILITY PLAN
C-614
EROSION CONTROL PHASE II
C-210
UTILITY PLAN
C-615
EROSION CONTROL PHASE II
C-211
UTILITY PLAN
C-616
EROSION CONTROL PHASE II
C-301
GRADING AND DRAINAGE PLAN
C-617
EROSION CONTROL PHASE 11
C-302
GRADING AND DRAINAGE PLAN
C-618
EROSION CONTROL PHASE II
C-303
GRADING AND DRAINAGE PLAN
C-619
EROSION CONTROL PHASE 11
C-304
GRADING AND DRAINAGE PLAN
C-620
EROSION CONTROL PHASE II
C-305
SPOT ELEVATION PLAN
C-621
EROSION CONTROL PHASE 11
C-306
SPOT ELEVATION PLAN
C-622
EROSION CONTROL PHASE 11
C-307
SPOT ELEVATION PLAN
C-623
EROSION CONTROL PHASE 11
C-308
SPOT ELEVATION PLAN
C-624
EROSION CONTROL PHASE 11
C-625
EROSION CONTROL NOTES
C-626
EROSION CONTROL NOTES
C-627
EROSION CONTROL DETAILS
C-628
EROSION CONTROL DETAILS
C-701
DRAINAGE AREA MAP
C-801
BID OPTION - DIMENSIONAL LAYOUT PLAN
C-802
BID OPTION - DIMENSIONAL LAYOUT PLAN
C-803
BID OPTION - GRADING AND DRAINAGE PLAN
C-804
BID OPTION - GRADING AND DRAINAGE PLAN
C-805
BID OPTION - DETAILS
2 1 3
PLAN
NORTH
3
VICINITY MAP
NOT TO SCALE
4 1 5
9
a
SEAL
H&VE INFO
APPROVED
' FOR COMMANDER NAVFAC '
ACTMTY
SATISFACTORY TO DATE
DES
CDH
I DRW
RBp
ICHK WAG
PM
A. LABIDI
BRANCH MANAGER
S. COOPER
CHIEF ENCVARCH
B. ABBOTT
FIRE PROTECTION
S. WILLIAMS
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SCALE:
AS NOTED
EPROJECT NO.:
1294037
CONSTR. CONTR.
NO.
NAVFAC DRAWING NO.
SHEET 0 OF 358
T-1
OPAWFORM REVISION: 10 MARCH 2p
X
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0
ABBREVIATIONS
NEW
EXISTING
ALUM
ALUMINUM
CO
CLEANOUT
APPROX
APPROXIMATELY
PIV
POST INDICATOR VALVE
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
SD
STORM DRAIN
AT/FP
ANTI -TERRORISM / FORCE PROTECTION
BMP
BEST MANAGEMENT PRACTICES
C/L
CENTERLINE
CO
CLEANOUT
COMM
COMMUNICATION
CONIC
CONCRETE
CONT'D
CONTINUED
CORP
CORPORATION STOP
D.I.
DUCTILE IRON
DIA
DIAMETER
DW
DOMESTIC WATER
E
EASTING COORDINATE
ELEC
ELECTRICAL
ELEV
ELEVATION
EXIST
EXISTING
EXP. JT
EXPANSION JOINT
FDC
FIRE DEPARTMENT CONNECTION
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FIN
FINISH
FT
FOOT
FW
FIRE WATER
GALV
GALVANIZED
GPM
GALLONS PER MINUTE
GV
GATE VALVE
HC
HANDICAP
HH
HANDHOLE
HORIZ
HORIZONTAL
NEW CONTINUED
INV
INVERT
R
RADIUS
L
LENGTH
REF
REFERENCE
LF
LINEAR FEET
RCP
REINFORCED CONCRETE PIPE
LB
POUND
RPZ
REDUCED PRESSURE ZONE
MAX
MAXIMUM
SAN
SANITARY
MH
MANHOLE
SB
SOIL BORING
MIN
MINIMUM
SCH
SCHEDULE
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
SD
STORM DRAIN
N
NORTHING COORDINATE
SHT
SHEET
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
SPEC
SPECIFICATIONS
NO
NUMBER
SPT
STANDARD PENETRATION TEST
NPT
NATIONAL PIPE THREAD
STIR
STRUCTURE
O.C.
ON CENTER
T
TANGENT
O.D.
OUTSIDE DIAMETER
TRANS
TRANSFORMER
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
TYP
TYPICAL
PB
PARSONS BRINCKERHOFF
UGE
UNDERGROUND ELECTRIC
PI
POINT OF INTERSECTION
VERT
VERTICAL
PIV
POST INDICATOR VALVE
W
WATER
PPVC
PERFORATED POLYVINYL CHLORIDE
W/
WITH
PSI
POUNDS PER SQUARE INCH
YH
YARD HYDRANT
PVC
POLYVINYL CHLORIDE
1 ' 2
xxxxxxxxxxxxxxxxx
—X—X—
DW
W
FW
S
------ FM -►--
C
21
30
UGE
G
1
L9
oC0
a
0
EXISTING
CONCRETE
GRAVEL
INDICATES ITEM TO BE REMOVED
—
INDICATES ITEM TO BE ABANDONED IN PLACE
- - - - - - 24 ------
TREE LINE
BMP AREA
LIMITS OF CONSTRUCTION
X
AT/FP SETBACK
w
FENCE
ss
CABLE REINFORCED WOOD FENCE
FM
DOMESTIC WATER
SD
WATER
UGC
FIRE WATER
OHE
SANITARY SEWER WITH FLOW ARROW
UGC
FORCE MAIN WITH FLOW ARROW
UCE
COMMUNICATION LINE
`vq
MINOR CONTOUR
MAJOR CONTOUR
UNDERGROUND ELECTRIC
o 0
GAS (PROPANE)
o
STORM DRAIN PIPE
STORM UNDERDRAIN PIPE
17al
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GATE VALVE
REDUCER
CAP
WATER TEE
WATER BENDS
CORPORATION STOP
YARD HYDRANT WITH CONCRETE PAD
SANITARY LIFT STATION
SANITARY MANHOLE
SANITARY CLEANOUT
4 5
GENERAL NOTES
WETLANDS
STORMWATER BMP (BEST MANAGEMENT PRACTICE)
CONTOUR (MAJOR)
CONTOUR (MINOR)
WETLANDS BUFFER
TREE LINE
FENCE
WATER LINE
SANITARY SEWER LINE
FORCE MAIN SEWER LINE
STORM DRAIN
UNDERGROUND COMMUNICATION LINE
OVERHEAD ELECTRIC LINE
UNDERGROUND GAS LINE
UNDERGROUND ELECTRIC LINE
FIRE HYDRANT
VALVE
POST INDICATOR VALVE
SEPTIC TANK
SANITARY MANHOLE
SANITARY CLEANOUT
POWER POLE
GUY ANCHOR
SIGN
TREE
COMMUNICATION MANHOLE NEW CONTINUED
COMMUNICATION HANDHOLE O
TRANSFORMER e
BOLLARD ---------------
PARKING BLOCK
SIGN O
ANTI -RAM MANUAL DROP ARM ---------------
HANDICAP PARKING SYMBOL
1 A
SOIL BORINGS
RED WARNING "HOT RANGE" LIGHT POLE
LIGHT POLE
WATER LINE IDENTIFIER (200 SERIES SHEETS)
EDGE OF GRAVEL CURVE DATA IDENTIFIER (100 SERIES SHEETS)
C/L ROAD CURVE DATA IDENTIFIER (100 SERIES SHEETS)
SANITARY STRUCTURE IDENTIFIER (300 SERIES SHEETS)
END SECTION
GRATE INLET
STORM MANHOLE
k,
STORM CLEANOUT
ENDWALL
PERFORATED STORM UNDERDRAIN PIPE
RIP RAP
STORM STRUCTURE IDENTIFIER
OVERHEAD CANOPY
BUILDING COLUMN LINE IDENTIFIERS
V.
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1. VISIT THE SITE AND 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. MAXIMUM PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN
SERVICE. PROPOSED STRUCTURE TOP ELEVATIONS, INCLUDING VALVE BOXES SHALL BE
VERIFIED WITH THE SITE PLANS, PROFILES AND CROSS SECTIONS. ADJUSTMENTS TO MEET o
FINISHED GRADE ELEVATIONS MAY BE REQUIRED. TOPS IN PAVEMENT SHALL BE SET FLUSH
WITH AND SHALL SLOPE WITH FINISH GRADE.
4. DAMAGE TO EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT
PROPOSED TO BE DISTURBED BY THIS DEVELOPMENT, SHALL BE REPAIRED TO THE
SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL EXPENSE,
5. PROVIDE GRADING THAT WILL PROVIDE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER.
IF GRADES CREATE DRAINAGE PROBLEMS THAT CAN BE RESOLVED BY CUTTING OR FILLING
BEYOND THE LIMITS INDICATED, PROVIDE THIS GRADING, AFTER OBTAINING APPROVAL FROM
THE CONTRACTING OFFICER.
6. PRIOR TO BEGINNING CONSTRUCTION, VERIFY FROM THE DRAWINGS THE DIMENSIONS, DETAILS
AND TREATMENTS FOR THE WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL ,,
IMPACT CONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
7. REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REINSTALL SIGNS, AS DECIDED
BY THE CONTRACTING OFFICER, TO THE SITE. SIGNS THAT ARE NOT REINSTALLED SHALL BE
RETURNED TO THE CONTRACTING OFFICER.
8. WATER PIPE, FITTINGS, ACCESSORIES AND THE INSTALLATION THEREOF SHALL COMPLY
WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE AMERICAN WATER WORKS `�1 �
ASSOCIATION, (AWWA). FIRE SERVICE LINES AND THEIR APPURTENANCES, INCLUDING Q. gs'o •...
INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF � 9 =
THE CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, (NFPA). _ s A
036487
'..- /28/14
9. PROVIDE WATER MAINS WITH A MINIMUM OF 36 INCHES OF COVER TO FINISH GRADE. p -.. Q
RELATION OF WATER MAINS TO SEWERS '�`�9T'�i'
SEAL
A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID
AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION -IN WHICH CASE:
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER; OR
2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE H&-
WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH,
AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST NE INFO
18 INCHES ABOVE THE TOP OF THE SEWER. APPROVED
B. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH FOR COMMANDER NAVFAC
AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ACTIVITY
ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
AN 18 INCH VERTICAL SEPARATION -IN WHICH CASE BOTH THE WATER MAIN AND SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE SATISFACTORYTO DATE
EQUIVALENT TO WATERMAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE DES CDH DRW MP I CHN WAG
OF THE POINT OF CROSSING. PM A. LABIDI
BRANCH MANAGER S. COOPER
C. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A CHIEFENGARCH B. ABBOTT
WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER FIRE PROTECTION S. WILLIAMS
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS TO WATER MAIN z 0
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. w
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
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10. 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 w o `"
EROSION. THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT N Q a
SOD. H
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11. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE UNITED W
STATES DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM = U W Co
TRAFFIC CONTROL DEVICES AND NCDOT'S ROADWAY STANDARD DRAWINGS . PAVEMENT STRIPING SHALL z Z JLu
BE A MINIMUM OF 4" WIDE AND WHITE IN COLOR EXCEPT BLUE FOR HANDICAP. pC d Z
Q� o
12. MAINTAIN A SECURED AREA DURING CONSTRUCTION. z w O z
56
13. ACCESS TO FACILITIES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES. Z
14. TREE LINE AND LIMITS OF CONSTRUCTION ARE THE SAME LINE. FOR GRAPHICAL REPRESENTATION, THE U) W Z_ m
TREE LINE IS SHOWN WITH SEPARATION. 0 z o
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SURVEY NOTES Q ? CL
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1. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY AVOLIS ENGINEERING, P.A., NEW BERN, a J
NORTH CAROLINA IN FEBRUARY, 2013. LL z
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2. HORIZONTAL CONTROL: NC GRID, NAD83 (NSRS 2007), FEET. 0
U
3. VERTICAL CONTROL: NAVD 1988, FEET. o z
AD
4. SOURCE OF WETLAND BOUNDARY IS MARSOC MASTER PLAN, APPROVED 11126/07 AND 5114113
E OJECT NO.: 1294037
PROVIDED BY MARSOC AND CONFIRMED BY LAND AND WILDLIFE RESOURCES SECTION MARINE CONSTR. CONTR. NO,
CORPS BASE CAMP LEJEUNE.
NAVFAC DRAWING NO.
12661062
ZJ1 SHEET 11 of 358
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BY. C-001
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WETLANDS
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SEAL
H&kA/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DES CDH
DRW
KAP
I CHK WAG
PM
A. LABIDI
BRANCH MANAGER
S. COOPER
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CHIEF ENGIARCH
B.ABB017
FIRE PROTECTION
S. WILLIAMS
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scA E: AS NOTED
U I EPROJECT NO.: 1294037
TRUE CONSTR. CONTR. NO.
NORTH
NAVFAC DRAWING NO.
l - •' 0 250' 500' 12661063
/ ` - • !t " - ' 1 SHEET 12 OF
358
A C-002
4 5 DRAWFONM RE IM I4M CH MH
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ALIGNMENT POINT
ALONG
FACE OF BUILDING
N 306,981.18
E 2,469,395.61
FACE OF WAL
N 306,883.61
E 2,469,336.41
N 306,840.73
E 2,469,338.97
FACE OF WAL
N 306,814.37
E 2,469,349.71
2 3 4 5
BID OPTION
-IV
' 1. INSTALL ASPHALT PAVEMENT AND PAVEMENT MARKINGS IN PLACE OF
` _Qv GRAVEL FOR ROADS AND PARKING LOTS. w
IV
C/L GRAVEL ROAD CURVE DATA
IV
` O1 DELTA=22°41'36" O3 DELTA=90°00'00" O5 DELTA=57°36'31"
_. R=100.00' R=50.00' R=50.00'
T=20.07' T=50.00' T=27.49'
- L=39.61 L=78.54' L=50.27' o
\ ti, PI COORDINATE PI COORDINATE PI COORDINATE
N 306,841.24 N 307,046.65 N 306,903.81
l E 2,469,409.86 E 2,469,391.20 E 2,469,599.46
DELTA=32°06'57" O4 DELTA=90°00'00" O6 DELTA=57°39'58"
R=100.00 R=50.00' R=50.00
_Ai `j1
T=28.78' T=50.00' T=27.53'
L=56.05' L=78.54' L=50.32' g
NAIL �'r y' PI COORDINATE PI COORDINATE PI COORDINATE
N 307,104.30 N 306,944.41 N 307,001.00 N 306,861.84
E 2,469,519.94 \ ,}l E 2,469,370.71 E 2,469,618.96 E 2,469,490.13
ELEV 9.31 \
- " EDGE OF GRAVEL RD CURVE DATA
- — - — - - \ ­,V OA R=25.00' OC R=15.00' OE R=25.00'
RADIUS POINT RADIUS POINT RADIUS POINT
COORDINATE COORDINATE COORDINATE C/L END OF WALL 1 N N 306,771.21 N 306,873.29 306,825.87 �c
N 307,003.14 ` �` \ E 2,469,459.72 E 2,469,568.99 E 2,469,683.45
E 2,469,498.94 � �\., K `' ✓ o`„uoumwDmunl„o.,,,
7.7' 4, OB R=15.00' OD R=25.00' OF R=25.00' ° Cf1R�
`� j ..
RADIUS POINT RADIUS POINT RADIUS POINT
; oF`ssip .-.�
J/ NAIL
45° - " " 45'r N 306,927.34 COORDINATE COORDINATE COORDINATE a
12'x3�' ("TI�Pj;• :;:, ;' ;: ` `�q �- \ L'j N 306,800.00 N 306,862.15 N 306,821.15
------------- --- ---- - -- ---- =------- - ��- \ E2,469,866.85
` `` / "f ELEV 10 71 E 2,469,465.49 E 2,469,502.43 E 2,469,706.98 = /28/14 ! �.
ALIGNMENT POINT ``� Q.:
32 o
N E.
,��..�—..."-,-",•,',.., ,,-;,-�<,.', ..,. ;;:;.•;:. ♦ �! # THIS SHEET ONLY ..GINE,.
e `'`" ALONG COLD `sn
:GRAVEt:,` N306937.41 . KEYNOTES ❑ 9rp �oe�,,..
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ALIGNMENT POINT E 2,4 9,582.66 ;\ 2 S�
ALONG COLUMN A 1-"4',' ; ♦ �' 1. LIMITS OF CONSTRUCTION.
N 306,959.57 10 / ` --- `\\ 2. TREE LINE.
E 2,469,483.07 - l
24' 24' ",`; ; I ♦ `�\ 3. THERMAL AREA TRAINING APPARATUS. REFER TO STRUCTURAL
BREACHER BREACHER :12": }2 4 DOOR FACADE TRAINING APPARATUSREEF R T0 SUCU TR T DAL
E 2,469,422.07
2
r
I�♦
ACE OF WAL
N 306,929.01
�. .
\ 5. ROOF FACADE TRAINING APPARATUS. REFER TO STRUCTURAL.
6. LIGHT POLE (REFER TO ELECTRICAL) WITH BOLLARDS. H&- NE INFO
APPROVED
7. RED WARNING "RANGE HOT" LIGHT POLE (REFER TO ELECTRICAL).
8. FIRE HYDRANT WITH BOLLARDS. FOR COMMANDER NAVFAC
'`.,. acnvm
N 306 821.52 ` 9. TRANSFORMER CONCRETE PAD 3'X2.5'. REFER TO STRUCTURAL PLANS.
^ E 2,469,766.21 10. BLAST PROTECTION WALL. REFER TO STRUCTURAL PLANS. SATISFACTORY TO DATE
6 I , DES CDH DRW KAP CHK WAG
4'X7' CONCRETE PAD FOR YARD HYDRANT WITH BOLLARDS. PM A. LABIDI
BRANCH MANAGER S. COOPER
C-501 ♦ 12. MECHANICAL EQUIPMENT CONCRETE PAD 3'X4'. REFER TO STRUCTURAL CHIEFENVARCH B.ABBOTT
-�—=c - / ` 1 PLANS. FIRE PROTECTION S. WILLIAMS .' 13 13. WALL. REFER TO STRUCTURAL PLANS. Z B
0 ui
I V J
13 14. RED WARNING "RANGE HOT" LIGHT POLE (REFER TO ELECTRICAL) z g >
EWITH BOLLARDS. w z oz
z
, cn
z Z 0 Y
r U
COL 2 - COL CF—
INTERSECTION t y LL a Z
N 306,771.64 ` i Q/ OU z W
E 2,469,742.80/ `' Z
13 13 � >ll
SHOOT HOUSE'B' ` I 9 Z
7 [L Z
FIFE = 27.60 r / r /� 1 w a
I I /
I N 306,774.95 I CONTROL \\ w (� z
E 2,4469,472.71 I ROOM 12 7 ♦ j -IV U) W Z o
LANDING ZONE '' ��' / / f ✓ 1- 02 Lu
o (SOD AREA) i w 9 y U Cn Q o
,< / Q m
LL
FACE OF WALL I �'-' 13 f / -IV > r
N 306761.02 I / ti/ Q z a
E 2,469,442.74 I ALIGNMENT POINT / ; i' \j z Z
ALONG COLUMN C - w
N 306,657.80 J A
I I LL =
/ E 2,469,797.73 `� z � Q
� /
I I j, 0 z
-IV I ♦� I i1k SCALE: AS NOTED
EPROIECT NO.: 1294037
MATCH LINE SHEET C-102 Pv: _
TRUE CONSTR. CONTR. NO.
NORTH
MVFAC DRAWING NO.
0 10' 20' 30' 50' 75' 12661076
SCALE:1" = 30' SHEET 25 of ass
C-101
)RAW FORM REVISION: 10 MMCH 1 W 9
3 4 5

2
3
4
5
0
0
MATCH LINE SHEET C-101
o
:v
C3 LANDING ZONE
`♦ C 502 (SOD AREA)
1 D2 TYP I I
N 306 551.09 C 505 I
C4450 I E 2,469,461.68 (,♦5 I 4 A3
♦ C-505 450 -' ;i-' I C 501 C-�01
JI I N 306 521.62
♦ ♦ ;`•:I;; 150.00' E 2,469,608.75
z-------------- - - -
.�FENCECORNER x x-x x -x-X X-x-x-x X -x
N 306,565.65 COL 1 - COLD
/ E 2,469,359.37 N 306 519.74 INTERSECTION E 2,469,615.45
/ E 2,469,421.20 G 5' TYP N 306 492.02 x \ �-
x N 306 487.64 I�
cc
oo E2,469,559.51
\
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A3 A3 39.65' -'-1A1_15''TOTAL x ALONG COLUMN D
/ X �--,- -;;�, \ N 306,468.58
/ 13 0
rn 39.65 o' , .=7;Q:7�";:'.-;;aAVEI' 2'7`.. I I E2,469,575.21 \ RAJ
� C-503 C 504 " � ' ' � R=5 x
1 x A3 R=10' a 14 D R=5 8 lm A3 A3
I C-501 `r T H 9 9 C-503 C-504
1 X 16 15 5 x
450 BREACHER I ,
FENCE CORNER v Q (TYP) f 12 CLASSROOM 6
N 306,470.53 x k,, 3 FFE = 22.50 x
E 2,469,274.19 8 3
... B5
FENCE CORNER ;,�,,,; ;;-h , a 23 5' x
N 306,457.77 X : c�,':" C 501
E 2,469,337.84 l? "r ' �,' , ; \ \ 1 �, 8 P OF 2
y 12' O
-X-X-x x2 $ I/ co 6' x �
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X
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418'.27 �, 7 N 6 8?J2
-N 306 : N. V�
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E 2,469,261.02 N 306,333.47Lp
= - - - --
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GUARDRAIL END BEGIN BEGIN TYP D4
' : L SHOE AND MUTCD GUARDRAIL GUARDRAIL OM3- C 501
OK c? SIGN M3 L FLARE TANGENT
N 3068 N 306,335.73 N 306,327.56
' E 2,469,376.27 E 2,469,419.2E 2,469,473.89
\-Ty-p
B3
OF 2 C-501
C-501
Al
C-502
N 306,392.54
E 2,469,592.11
E 2,469,600.00
-TIE INTO EXISTING FENCE
N 306,309.38
E7,469;589.99
/-BEGIN GUARC
FLARE
N 306,295.15
E 2,469,601.69
C-501
A3
17
C-502
MATCH LINE SHEET C-104
r
I ,/
E 2,469,661.20
ELEV 27.88
GUARDRAIL END SHOE- .�
AND MUTC�SIGN OM3-R
N 306,284.81
E 2,469,637.73
1 2
3
4
GENERAL NOTE
1. PARKING LOT STRIPING IS SHOWN AS A VISUAL AID IN IDENTIFYING QUANITITY
AND LAYOUT OF THE GRAVEL PARKING AREA.
BID OPTION
1. INSTALL ASPHALT PAVEMENT
AND PAVEMENT MARKINGS IN PLACE OF GRAVEL FOR
ROADS AND PARKING LOTS.
C/L GRAVEL
ROAD CURVE
DATA
ODELTA=20°53'56"
O DELTA=20°53'56"
R=150.00'
R=150.00'
T=27.66'
T=27.66'
L=54.71'
L=54.71'
PI COORDINATE
PI COORDINATE
N 306,498.15
N 306,410.53
E 2,469,415.31
E 2,469,360.07
EDGE OF GRAVEL ROAD CURVE DATA
OR=20.00'
O R=25.00' O
R=25.00'
RADIUS POINT
RADIUS POINT
RADIUS POINT
COORDINATE
COORDINATE
COORDINATE
N 306,527.12
N 306,347.78
N 306,323.90
E 2,469,435.28
E 2,469,332.19
E 2,469,330.47
OH R=20.00'
OJ R=25.00' OL
R=25.00'
RADIUS POINT
RADIUS POINT
RADIUS POINT
COORDINATE
COORDINATE
COORDINATE
N 306,507.60
N 306,341.94
N 306,319.97
E 2,469,430.88
E 2,469,361.62
E 2,469,354.16
GUARDRAIL CURVE DATA
c9l
G1
DELTA=11°55'35"
` pi �f-i
"n/////n,,,
R=634.50'
, „w
SEAL
T=66.28'
L=132.07'
PI COORDINATE
N 306,317.98
E 2,469,539.47
KEYNOTES a THIS SHEET ONLY
H&VIE
1. LIMITS OF CONSTRUCTION.
2.
TREE LINE.
INFO
APPROVED
3.
30' AT/FP SETBACK.
4.
4'XT CONCRETE PAD FOR YARD HYDRANT WITH BOLLARDS.
FOR COMMANDER NAVFAC
ACTIVITY
5.
MECHANICAL EQUIPMENT CONCRETE PAD 4'X4'. REFER TO STRUCTURAL PLANS.
6.
MECHANICAL EQUIPMENT CONCRETE PAD 3'X4'. REFER TO STRUCTURAL PLANS.
SATISFACTORY TO DATE
DES
DDN
DRW KAP
CHK WAG
7.
FIRE HYDRANT WITH BOLLARDS.
PM
A. LABIDI
BRANCH
MANAGER S. COOPER
8.
5' CONCRETE WALK.
CHIEF ENOIARCH B. ABBOTT
FIRE PROTECTION S. WILLIAMS
9.
PARKING BLOCK. (TYPICAL OF 49)
U
z
U
10.
LIGHT POLE (REFER TO ELECTRICAL) WITH BOLLARDS.
z
x
J
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11.
LIGHT POLE (REFER TO ELECTRICAL).
p
w
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12.
CONCRETE. REFER TO STRUCTURAL
w
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J
13.
DUMPSTER PAD
a
p
Q
LZ
z
X
14.
PLACE BOLLARD A MINIMUM 5' FROM END POST OF FENCE.
Z J
15.
PLACE BOLLARD A MINIMUM 5' FROM CENTER OF GATE
Z
CC
Q
Z
d
RECEIVER STANCHION.
Z
O
16.
REFER TO DETAIL C5 ON SHEET C-510 FOR JOINT LAYOUT PLAN.
C7
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ELECTRICAL EQUIPMENT PAD CONCRETE PAD 6.5'x2.5'. REFER TO STRUCTURAL PLANS.
cn
ILL z
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PROVIDE HOLE IN PAD FOR CONDUIT ENTRY, SIZE PER EQUIPMENT MANUFACTURER'S
H
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EPROJECT NO.. 1294037
CONSTR.
CONTR. N0.
TRILL
Ist.
NORTH
NAVFAC DRAWING N0.
0 10' 20' 30' 50' 75'
12661077
SCALE:1" = 30'
SHEEP
26 OF 358
C-102
5
D"AWFORMRIMSION 1OM HM
D
X
0

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2 3 4 5
V,
STORM SEWER STRUCTURE
9 10
COORDINATES
COORDINATES ARE TO CENTER OF INLETS, CENTER OF MANHOLES AND CENTER
LINE OF END SECTION AT THE OUTLET END.
11 END SECTION 11A FLOW SPUTTER 12 GRATE INLET
N 307,060.21 N 307,048.59 N 307,017.14
17 W IV E 2,469,395.15 E 2,469,399.72 E 2,469,420.61
IV
GRATE INLET GRATE INLET GRATE INLET
D
co
ai � - - 1 0 N 307,011.06 N 307,056.64 IN 306,988.34
0)
E 2,469,478.88 E 2,469,483.83 E 2,469,398.60
�� ^ �/ 1 w
15 GRATE INLET GRATE INLET END SECTION m
N 306,936.14 N 306,833.00 IN 306,875.84 0
10
A4/ _ E 2,469,355.60 E 2,469,500.90 E 2,469,784.20
C-50
FLOW SPUTTER 316 GRATE INLET 32 GRATE INLET
9
35 N 306,862.79 N 306,830.00 N 306,750.09
NAIL
E 2,469,772.48 E 2,469,783.92 E 2,469,715.32
N 307,104.30
A2 E 2,469,519.94 33 MANHOLE 34 MANHOLE 35 END SECTION
% 19 ELEV 9.31
C-508 N 307,058.25 N 307,108.52 IN 307,165.57
E 2,469,353.82 E 2,469,339.99 E 2,469,375.98
4
8
MANHOLE 47 END SECTION
N 306,908.37 N 306,913.69
z
7 E 2,469,746.46 E 2,469,736.57
N
cn .... .... .
KEYNOTES THIS SHEET ONLY
NN N,
1. LIMITS OF CONSTRUCTION.
•1--D4
NAIL
2. TREE LINE.
IN 306,927.34
4 E 2,469,866.85 3. SEDIMENT CHAMBER BASIN 1.
09
ELEV 10.71
4. SAND FILTER BASIN 1.
✓ 5. INVERT 8.5 (TYP OF 2).
c , -01' � I - E - I - - - , - I -, " ---,z , I 1 -1-------- --'-
18
33
RD
6. CLEANOUT (TYPICAL).
rD 2-�\N
BREA HER
HOUSE
FFE = 16.50
F1
INJ Q
8. 20'RIP RAP SPILLWAY ELEVATION 13.20.
/ C7S 15 1,t 9. 6" PVC AT 1.75%.
al D
NAfFAC
..... till I
W"'WX\
c
A
036487
k19114
c
SEAL
10. INVERT OF 6" PVC 7.50.
H&k
A/E INFO
11. INVERT 18.5 (TYPICAL OF 2). APPROVED
17
12. 10' RIP RAP SPILLWAY ELEVATION 23.20.
FOR COMMANDER NAVFAC
13. 6" PVC AT 3.00%. ACTIVRY
:�-24
31A
UGEGE •oti^ 25 14. INVERT OF 6" PVC 15.50.
26
K.
31) - SATISFACTORYTO DATE
15. SAND FILTER BASIN 2. DES CDH IDRW KAP CHK WAG
PM1A. LABIDI
SEDIMENT CHAMBER BASIN 2. BRANCH MANAGER
-,,,L, 16.
S. COOP R
CHIEF ENGWARCH
B. ABBOTT
17. FILTER STRIP BASIN 1. FIRE PROTECTION S. WILLIAMS
< U
, , ,<- 5;.• ':; ,` ';;': "'�. :� ,, ♦` . � �;_._ 18. FILTER STRIP BASIN 2.
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2
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EPROXCT NO.: 1294037
TRUE CONSTR. CONTR. NO.
NORTH
NAWAC DRAWING NO.
0 10' 20' 30' 50, 75' 12661093
SCALEA"=30' SHEET 42 OF 358
C-301
5 DMWFORM REVISION 10 MARCH 2M

1 1 2
3 1 4
5
STORM SEWER STRUCTURE
COORDINATES
a
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COORDINATES ARE TO CENTER OF INLETS, CENTER LINE OF END SECTIONS AT
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OGRATEINLET
18
GRATE INLET
24 GRATE INLET
N 306,307.59
N 306,486.37
N 306,462.20
E 2,469,304.65
E 2,469,373.03
E 2,469,279.74
OEND
SECTION 19
GRATE INLET
25 ENDWALL
N 306,304.27
N 306,472.03
N 306,290.71
E 2,469,365.22
E 2,469,418.84
E 2,469,378.90
OMANHOLE
END 20
GRATE T
36
N 306, 62T18N
N 306,529.93
N 306, 60.12
E 2,469,309.99
E 2,469,449.90
E 2,469,347.34
10
END 21
GRATE T
37 TION
N 306,3 3T43
N306,554.10
N 306,68END 7.17
E 2,469,384.45
E 2,469,448.71
E 2,469,244.78
17
END SECTION 22
GRATE INLET
N 306,498.35
N 306,560.29
E 2,469,333.24
E 2,469,410.17
17A
FLOW SPUTTER 23
END SECTION
N 306,494.57
N 306,452.54
E 2,469,353.30
E 2,469,361.88
KEYNOTES
D THIS SHEET ONLY
1.
LIMITS OF CONSTRUCTION.
2.
TREE LINE.
3.
30' ATIFP SETBACK.
4.
SEDIMENT CHAMBER BASIN
3.
5.
SAND FILTER BASIN 3.
6.
INVERT 12.5 (TYPICAL OF 2).
7.
6" PPVC AT 0.5% MINIMUM
(TYPICAL).
8.
20' RIP RAP SPILLWAY ELEVATION 17.00.
9.
INVERT OF 6" PVC 11.0.
10.
6" PVC AT 0.83%.
11.
FILTER STRIP BASIN 3.
r-ccIN��
0 10' 20' 30' 50, 75'
SCALE:1" = 30'
5
a
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H&VE INFO
APPROVED
' FOR COMMANDER NAVFAC I
ACTIVITY
SATISFACTORVTO DATE
DES
CDH
DRW
KAP
CHR
WAG
PM
A. LABIDI
BRANCH MANAGER
S. COOPER
CHIEF ENGIARCH
B.ABBOTT
FIRE PROTECTION
S. WILLIAMS
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EPROJECTNO.:
1294037
TRUE CONSTR. CONTR. NO.
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12661094
SHEET 43 of 358
C-302
oaaWFORMREWSION'. 101MRCHM
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7-7
77777
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DES COH
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EPROJECT NO.. 1294037
TRUE CONSTR. CONTR. NO.
NORTH
NAVFAC DRAWING NO.
12661098
SHEET 47 of 358
C
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Z
90 LF OF " RCP 41.85 LF OF 18"
CLASS V AT 0.50% SLOPE RCP CLASS III
0 _ AT 0.78% SLOPE 0
STORM SEWER PROFILE
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
STORM SEWER PROFILE SIR 1 TO STR 6 SCALE: HORIZ. _
VERT. 1 EET
25
20
15
10
5
H-
O
>
z
67.45 LF OF 18"
CLASS V AT 0.8
STORM SEWI
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
2
_ 1
A
25
15
10
RCP
\SS V
IUSTIR 11
INV IN 11.08
5
v rn o
O c0 r
co of
z z z
0
IF 52.14 LF OF 18" RCP 44.04 LF OF 18" _ 1
SLOPE CLASS V AT 3.16% T RCP CLASS V
SLOPE AT 3.16% SLOPE
R PROFILE STR 35 TO STR 11A
GRADE v
29.33 LF OF 18"
RCP CLASS III
AT 0.72%B SLOPE
25
20
15
10
18" RCP
V TO STF
INV IN 11
5
30 20
25 15
A8
C-508
20 10
PRC
GRF
15 5
10
5
(1
O7A
RUN
Z
�-
�
o_
I
O
~
z
o IU
w
¢a
U? cn
�
Z
w
/
EXISTIN,
POSED i
GRADE
DE
Lo
00
o
L,
z
>
u
H
L6
Z
—
O
0
z
z
0
45.18' LF OF 12"
RCP CLASS V
28.08 LF OF 12" AT 7.08%D SLOPE
RCP CLASS V
AT 0.89% SLOPE
STORM SEWER PROFILE
STR 7 TO STR 8
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
20 30
15 25
10 20
3
5 15
0 10
5
0
10
EXISTING
iz GRADE
PROPOSED
GRADE
i
75.00 LF OF 12" RCP CLASS
STORM SEWER PROFILE
STR 9 TO SIR 10
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
wa
T
30 o
SO
z
w
25 2
0
U
x
w
w
U
Z
w
20 Z
0
SO
>
w
15
10
5
�I D
F §sio .
;AL -
036487
r
SEAL
H&— AIR INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
,
SATISFACTORYTO DATE
DES CDH
I DRW RAP
CHK
WAG
PM A. LABIDI
BRANCH MANAGER S. COOPER
Tu�j
CHIEF ENGARCH B.ABBOTT
FIRE PROTECTION S. WILLIAMS
25
—� w�
z
B
/
EXISTING ~Ld
w
coo TYP A4 GRADE �, CD
O�
o
j
a
s C-508 i
w
z
0
20
PROPOSED o
W Z o
GRADE
/
T7
� H
LL0
WX
a0
/
15
W
-----�—
'
z
Za
a
w
o--UGE
LU
z
U) 0
—
(5
U
a
�, 10
Ln
z
E1J
w
>
Lu
V- Z
co
0 0 z
w
0—
o
�N
�Z
-- 5
Q
�Cr
ILL
co F-
J
Q
T
67.63 LF OF 18" RCP
178.18 LF OF 18" RCP CLASS III AT 1.34%D SLOPE
Q
z z
z
CLASS III AT 0.96% SLOPE
0
8.32 LF OF 24" 36.26 LF OF 18" RCP
0
LU
LU
RCP CLASS V 33.01 LF OF 24" AT 0.55% SLOPE
J
a
A
AT 0.96% SLOPE RCP CLASS V
-
AT 0.51%D SLOPE
STORM SEWER PROFILE STR
11 TO STR 16Ci"
o
SCALE: HORIZ.1"=30'
Sv"
SCALE :
AS NOTED
VERT.1 "=5'
EPRD,EGT
NO.: 1294037
BY;
CONSTR. CONTR. N0,
HORIZONTAL
VERTICAL
NAVFAC DRAWING NO.
12661105
0 10' 20' 30' 50' 75' 0 10' 20' 30' 50' 75'
SCALER" = 30'
SCALE:1"= 5'
SHEET
54 OF 358
C-405
4
5
DRAWFORM REVISION 10 M CH

30
17 17A 18
25 - z ~
� zC
U O w r
D20 ---LU
A2 TYP
C-508
15
O / rn 00
O
Lo Lo
10
C
30
25
2 3 4 5
26
30 30 - 30 35 F 35 35
w
2
Tu
F 1 22 25 F CD
19
w 18 Qa
EXISTING z ° ? -i 23 24 EXISTING
z 25 25 25 30 30 30
--- w� GRADE ��Q-- Qa �\ w� w Jrn J -j GRADE ---
�o TYP A4 z� _°° Zr Al TYP---
� a PROPOSED ~ C 508 ¢ LU o PROPOSED C-508 z
/ GRADE < o � ~ GRADE o LUZ/ PROPOSED
GRADE
/ - -- 20 20 ~F ~ 20 25 25 25
v WATER 6 WATER
U
>
►111/_\9:1
15 15
00
N
L6
10
10
-z
UGE
-
15 20 11 11 u0 20 20
C\iN
00 L
o FWJ DW N z z Z
EXISTING 00
z FW z WATER
zr)GE
rU
GRADE >
COMM 15 15
10 15
1 74.84 LF OF 12" RCP I 76.27 LF OF 12" RCP 67.75 LF OF 12"
82.70 LF OF 12" RCP CLASS
CLASS V AT 1.87% CLASS V AT 0.80 /o CLASS V AT 0.8i
' - - ' - '
- CLASS III AT 0.50%
VAT 0.50% SLOPE
SLOPE
SLOPE SLOPE
5
SLOPE
5 5
5 10 10
10 28.81 LF OF 12" RCP
16.31 LF OF 18" RCP
34.40 LF OF 18" RCP
24.10 LF OF 12" RCP
39.00 LF OF 12" RCP 35.63 LF OF 12"
CLASS V AT 0.80%
SLOPE
CLASS V AT 0.55 /D
CLASS V AT 0.52%
SLOPE CLASS III AT 0.50%
SLOPE
CLASS III AT 0.51 % RCP CLASS V AT
SLOPE D
0.50/oSLQTORM
STORM SEWER PROFILE
SLOPE
STORM SEWER PROFILE STR 27 T
CLASSFOF18"RCP
CLASSVAT0.52%
SEWER PROFILE
SLOPE
STORM SEWER PROFILE STR 17 TO STR 22 STR 18 TO STR 24
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
32
31A 3�
24
30
2(
25
1',
20
20 0 E ISX TING N
> N N (V GRADE N
z z z z ?
15 15
13.53 OF 15" RCP
CLASS V AT 1.03% 105.31 OF 15" RCP CLASS V
SLOPE AT 0.98% SLOPE
B 10 - 10
32.52 OF 15" RCP CLASS V AT
1.01 % SLOPE
STORM SEWER PROFILE STR 31 TO STR 32
i SCALE: HORIZ. 1"=30'
i VERT. 1"=5'
30
25
20
25 C Q
- 20
15 15
A M - -
o� z n z L6
Ln
z 50.25 LF OF 21" RCP
10 CLASS V AT 7.76% 10
SLOPE 56.70 LF OF 21"
(12.39 LF OF 24" RCP 15.39 LF OF 21" RCP RCP CLASS V AT
SS V AT 0.56% SLOPE CLASS V AT 1.04% SLOPE 1.01 %SLOPE
STORM SEWER PROFILE STR 45 TO STR 41
SCALE: HORIZ. 1"=30'
VERT
1
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
W
STR 25 TO STR 26
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
25
25
20
15
20
15
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
/1\
25
20
15
25
20
PROPO
GRADE
15
35
m
0
30 F
Z
w
0
U
Z
w
25 U
w
d
Z
0
w
20
im
i[f
f"""\U\\\IINIINIIII,I,ryp,
CAR
a
0
AID
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46
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4A
zLU
= "`"�
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C
F- N
D Cp�� °'
J04 O
"IIIIOIIIIIll II1111111U0\\O\ SEAL
Oo
x,
Z o- 25
EXISTING
GRADE
20
H&kA/E INFO
15 APPROVED
C S
v
10 10
24" RCP
("J CLASSV
0 o
M I� TO STR 1
N
co
>
Z
N
FOR COMMANDER NAVFAC
ACTIVITY
cy;
10 > z> zINV IN 11.13
z_ _ _
10 >
Z
Lo
>
Z
10
26.60 LF OF 12
SATISFACTORYTO DATE
WAG
5 5 RCP CLASS V AT
19.65LFOF18"
RCP CLASS V AT
11. 5% SLOPE
PM
A. LABIDI
DRANCHMANAGERRW
S. DOPER
CHIEF ENGARCH
B ABBOTT
5 - 5 2.04% SLOPE 1 86.67 LF OF 18 RCP LAS I 5 5
VAT 1.65% SLOPE FIRE PROTECTION S. WILLIAMS
�- 163.28 LF OF 18" RCP CLASS V AT 1.41 % SLOPE I R616LFOF18" I 0 0 STORM SEWER PROFILE Z B
RCP CLASS V AT o w u f
3.68% SLOPE Y J
STORM SEWER PROFILE STR 37 TO STR 17A STORM SEWER PROFILE STR 4A TO STR 4B w Of z
SCALE: HORIZ. 1"=30' STR 39 TO STR l A SCALE: VERT. 11'=5'0 w z o
VERT. 1"=5' w Q Q
SCALE: HORIZ. 1"=30' 51 2
31A VERT. 1"=5' 50 ¢ O ¢ W
30 N 30 42 41 40 15 0 15 z z W
J Lo
N 30 30 p � Z z
46 �o Zo �o a � W QLU
w
25 wo LL~ 25 LLp z 10 z o 10 Z U)O
O� o w z �U W
47 a o 25 w 25 w c)
PROPOSED LL z �
z EXISTING / w cr
GRADE _ O - o
5 GRADE 5 Z Co
20 -- -LOU - - 20 Q
Tn
z 20 20 w CY w o UGE
N J
o r-- Q /r
15 > 15 o col N N N N > ZIL
0 0 0 0 z z 0 ' a
N N N C,4
- - z z
co > > > > i - W
v 15 _ _ _ _ 15 I 48.13' LF OF 15" I LL z /q
v Z 15.62 LF OF 21" 5.74 LF OF 21" r RCP CLASS V AT ' o
RCP CLASS V AT 0.50% SLOPE m U
10 > > > 10 RCP CLASS III 17.42%SLOPE CL m
STORM SEWER PROFILE STR 50 TO STR 51 n
- - AT 1.28/o SLOPE CL
o 0
48.27 LF OF 15" 10 10 SCALE: HORIZ. 1"=30' SCALE AS NOTED
RCP CLASS VAT � � � EPROJECTNO.: 1294037
1L CLASS
0.9 %S D STORM SEWER PROFILE VERT.
CLASS V AT 0.98%SLOPE 9.74 /o SLOPE 1 � py b CONSTR. CONTR. NO.
HORIZONTAL VERTICAL
STORM SEWER PROFILE STR 47 TO STR 31A STR 42 TO STR 40 NAVFAC DRAWING N0.
SCALE: HORIZ. 1"=30' SCALE: HORIZ. 1"=30' 0 10' 20' 30' 50' 75' 0 10' 20' 30' 50' 75----- 12661106
VERT.1"=5' VERT.1"=5' SCALER"=30' SCALE:1"=5' SHEET 65 of 358
C-406
2 3 4 5 °"AWF"RM REVISI"N I"NARCH 2M9

C
TIE WIRE:
FINISH OR CLIPS
GRADE
��\��i� ���//��%i��%i�%TY��% %/%i��/ �/i�YnV` i,/�` i�YiVv\�%i\�%0/
6 O.C. EPDXY COATED ATTACH TIE WIRES OR CLIPS EVERY
#8 REBAR, EMBEDDED 2" ALONG THE INTERSECTION OF THE
IN EARTH A MINIMUM OF TWO FENCE SECTIONS
3' (TYP) TIED TO FENCE
FABRIC EVERY 2"
SWALE CROSSING B1
WITH REBAR
NO SCALE
B 1 ISOLATION DUMPSTER PAD
C 502 JOINT 1/8" PER FOOT SLOPE
4000 PSI AIR ENTRAINED
CONCRETE
6X6, 6-6 W.W.F.
00
1-1
o 0 o o
��:� � COMPACTED SUBGRADE AGGREGATE
A3
TO ASTM D698 BASE
C 501 NCDOT
TYPE "A"
DUMPSTER PAD Al
NO SCALE
2
3
LEGEND AND BORDER -
12" GREEN WHITE SYMBOL
ON BLUE BACKGROUND B
BACKGROUND - WHITE
RESERVED TYPICAL AT ALL HANDICAP
PAWING
co SPACES
3000 PSI
�► CONCRETE
R7-8
NO PARKING
R7-8a
VAN ACCESSIBLE
—'I CHANNEL POST
(3 LBS./FT.
4000 PSI
CONCRETE
I I III=1 I I I III III=1 I I=1 I I
1' 6"
ONE AT EACH HANDICAP SPACE.
WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY,
THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
HANDICAP PARKING SIGN C3
NO SCALE
STOP STOP SIGN
R1-1
\ 30" X 30"
SIGN POST SHALL
BE BREAK AWAY
PER MUTCD
STANDARDS
Vv%Xv%\l%;%Vv/Xv/Xv//Av/iAv/iA�iA�/iA�/iA�%iA`/iA`/iA;
315-LB TENSILE STRENGTH 12" AGGREGATE BASE
WOVEN GEOTEXTILE FABRIC MATERIAL, NCDOT ABC
SUBGRADE COMPACTED CRUSHED STONE OR
TO 95% OF ASTM-D 698 CRUSHED CONCRETE
GRAVEL PAVEMENT A2
NO SCALE
2
i
2 LBIFT
U-CHANNEL
4 5
TOP OF REINFORCING
BAR FLUSH WITH TOP
OF CONCRETE
F7/8" DIA.
HOLE
LOCATE FRONT FACE OF SU9 �� I I CON�INUO SS
WHEEL STOP 30" FROM F
EDGE OF PAVEMENT OR
SIDEWALK.
PARKING BLOCK D4
NO SCALE
C/L C/L
4' 5' MAX TYI
ON SIDES
ADJACENT
TO SW)
R1-1 STOP SIGN V TO —
24" STOP 2' MIN OF EDGE A3 EDGE OF
BAR of _- OF PAVEMENT C 501 SIDEWALK
F�—EDGE PAVEMENT
I OR GRAVEL
GROUND NOTES
1. SIGN MATERIAL MUST BE HIA TYPE III PRISMATIC
HIGH INTENSITY REFLECTIVE SHEETING.
2. INSTALL SIGN ON THE RIGHT SIDE OF THE ROAD.
N 3. INSTALL STOP BAR ONLY IF BID OPTION IS AWARDED.
R1-1 STOP SIGN DETAIL B3
NO SCALE
6" CONCRETE
16,06o.00-00 C�oC�o°Oo°C�°on�Oo°ooO°CIOoOo°o°(70o O� ° o"'co pO o o C
o O000„^, Oo0oo00 0
315-LB TENSILE STRENGTH -12" AGGREGATE BASE
WOVEN GEOTEXTILE FABRIC MATERIAL, NCDOT ABC
SUBGRADE COMPACTED CRUSHED STONE OR
TO 95%OF ASTM D 698 CRUSHED CONCRETE
NOTE:
1. PROVIDE CONTROL JOINTS A MINIMUM OF EVERY 10'.
REFER TO
IL Bl/C -502 FOR
NT
CONCRETEAPAVEMENT TAND PAD A3
NO SCALE
END OF
ROAD
WORDS AND BORDER -
BLACK ON WHITE
BACKGROUND
OM4-1
SIGN POST SHALL BE BREAK
AWAY PER MUTCD STANDARDS
"U" CHANNEL POST
(3 LBS./FT.)
—4000 PSI
CONCRETE
0
CV
-� i t I I II I I�I I IIII=1 I I� Z
END OF ROAD SIGN C5
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.)
- 3/4" GLAVANIZED
CABLE WIRE ROPE
- 6" X 6" PRESSURE
TREATED WOOD POSTS
CABLE PASSES THROUGH
HOLES DRILLED IN POSTSH& AND CROSSMEMBERS ME INFO
126114
NGI N.... <4c
,;9TD.
0
y
SEAL
�— SWAG EYE END APPROVED
,-- 1.25" TURNBUCKLE
FOR COMMANDER NAVFAC
WITH JAW END PULL
1.25" THREADED ACTIVI Y
ROD (GALVANIZED)
�/ � Y�Y SATISFACTORYTO DATE
BETWEEN POSTS �+ 1L '\\ DES CDH DRW KAP CHK WAO
° PM A. LABIDI
BRANCH MANAGER S. COOPER
3' O" 200' MAX CHIEFENO'ARCH B. ABBOTT
UNDISTURBED SOIL FIRE PROTECTION S. WILLIAMS
>
OU
CABLE REINFORCED WOOD 65 0 Ld
Z
J
ORNAMENTAL FENCE
NO SCALE CD
W z o
w Z s Y
C3 w5aQ
HANDICAP PARKING z
SIGN (TYP) C 501 ¢ OO W
CACL
BLE REINFORCED WOOD z CD z Z_
ORNAMENTAL FENCE B5 wLu
Q
y Z C) 0
E5 D U Q
Lu
o Z (n `rt o
Lu
PARKING D4 w L- VZ
BLOCK (TYP.) C-501 CONCRETE 1= 0 Z
SIDEWALK
EDGE OF CONCRETE Q a
1211 a LL M
T
CV Q
O
Q z
D(o'Qoco0000 A3 9.0' 9.0' < Z w
OC6 00 0 000 ° W F- Il
ti a J
0
BASE
__
SUBGRADE COMPACTED TO MATERGALE NCDOT ABC w o
m
U
95% OF ASTM-D 698 CRUSHED STONE OR �A E As NorED
CRUSHED CONCRETE EPROJECTNO.: 1294037
A4 HANDICAP PARKING DETAILS A5 CONSTR. CONTR. NO.
ASPHALT PAVEMENT
NO SCALE NAVFACDRAWINGN0
HEAVY DUTY (BID OPTION'
TX TX 3' CONCRETE
DEADMAN
4" X 4"X 0.25"
ANCHOR PLATES
(WELDED THEN
GALVANIZED)
315-LB TENSILE STRENGTH —
WOVEN GEOTEXTILE FABRIC
3" NCDOT 1-19.013
ASPHALT CONCRETE
2" NCDOT SF-9.5A
ASPHALT CONCRETE
NO SCALE
10' MAX
12661107
lif SHEET 56 OF 358
C-501
5 WWII 10W 11M
C

2
6'-0" (TYP)
3
3/4"
1l8" R 1/4" ± 1/16"
SILICONE
SEALANT x
PREFORMED EXSPANSION
JOINT MATERIAL
EXPANSION
JOINT DETAIL D1
NO SCALE
D2
C-502
2"
C D D
OPTION 1 SAWED JOINT
PREMOLDED FILLER
FLUSH WITH SURFACE - 2"
D D D D D
OPTION 2 - PREMOLDED FILLER JOINT
CONTROL JOINTS
JOINT TYPE 1
DETAILS OF CON
NO SCALE
EXPANSION JOINT @ 30'
MAX. CENTERS. TYP. @
EACH WALK
1l2"
SILICONE
JOINT
SEALANT
1/2"
00
1"
M
2
1/2" DIA SECOND
BACKER SAWCUT
ROD jj— FIRST
SAWCUT
SAWED JOINT DETAIL D2
NO SCALE
D1
%" EXPANSION C 502
JOINT FILLER
° EXIST CONCRETE
D D OR STRUCTURE
ISOLATION JOINT TYPE 2
D1
C-502
2" EXPANSION X 8"SMOOTH DOWEL
@ 12 OC ONE SIDE
JOINT FILLER LUBRICATED AND EXPANSION CAP
ISOLATION JOINT TYPE 3 leff2
_ C-502
N
Y4" X 8" SMOOTH DOWEL
@ 12" OC ONE SIDE
LUBRICATED AND EXPANSION CAP
CONSTRUCTION JOINT
AT DUMPSTER APPROACH PAD
JOINT TYPE 4
RETE PAVING B1
CONTRACTION JOINTS
@ INTERVALS EQUAL TO
SIDEWALK WIDTH OR
5'MAX.CENTERS
I � ,
PLAN
4" CONC. WIDTH VARIES -SEE PLANS FINISH
GRADE
4"SAND COMPACTED
SUBGRADE
SECTION
DETAIL
NO SCALE
"PREMOLDED
ISO—LATIOON JOINT
t vl
LT) 18"
ISOLATION JOINT
C-502
5
3/4" DRILL
3/V„
N
PLAN VIEW
NA
POST AND BLOCKOUT MAY BE HOT ROLLED OR WELDED.
6 6R
q
NOTE
6"x6 3/8" TREATED PINE
BLOCK OR RECYCLED MATERIAL
3/4" HOLES
(TYP OF 3)
BACK-UP PLATE AT
NON SPLICE LOCATIONS
REQUIRED WITH STEEL
BLOCKOUT.
D1
c 502 STEEL POST
6'-3"
CONTRACTION JOINT
F CONCRETE WALK Ai
6'-3"
6" 6" 11
Nt
A3 TYP
C-504
4" O.D.
GALVANIZED
STEEL PIPE
—x— —
—x— —
—x—x
L
M
MUTCD
SIGN OM3-R
2 LB/FT
GROUND U-CHANNEL
„
, 1
„ „
LT BO"
o
BOLT I z MUTCD
SIGN OM3-L
W6x8.5 OR W6x9, 5/8"x2"
6"x6 3/8"xl'-2" MACHINE
TREATED PINE BLOCK BOLT
OR RECYCLED MATERIAL 2 LB/FT
GROUND U CHANNEL
W6x8.5 OR OPTICAL HOLEII
W6x9
TO FACILITATE ' -
GALVANIZING. N
HOLES IN POSTS L l L J
AND BRACKETS
TO BE 3/4" DIA. 3"
NEUTRAL AXIS-
�{ --77-c3---- - ---
I ' 2#-610
PLACE MUTCD SIGN
OM-3L & OM-3R AT
31# 41/4. 41/4" „ If „ END SHOE
II II II
II II II
I
Colo.
� L �■ ■
MI
" X 21t" POST BOLT SLOT
1" DIA. HOLES FOR
TV' DIA. BOLTS
11 END SHOE
2.5'
BARBED-WIRE ON
EXTENSION ARMS
(3 STRANDS)
x—x—x—x—X
x—x—x—x—X
x—x—x—x—X
2.5'
x—x—x—x—X
x—x—x—x—X
x—x—x—x—X
2" MAX ABOVE
TOP RAIL
—x—x
x—x—x 1 5/8" O.D
x—x—x TOP RAIL
1 5/8" O.D.
MIDDLE RAIL
9 GAUGE CHAIN
LINK FABRIC
2" MESH
1 5/8" O.D.
BOTTOM RAIL
o � �
CENTER o -
S8„ GATE POST 00
TOP
CONCRETE
"
2" O.D. GALVANIZED FOOTING o
STEEL PIPE FRAME (TYP)
GATE 18"
NOTES
1. KNUCKLE TOP AND BOTTOM OF CHAIN LINK FABRIC.
2. FABRIC SHALL BE FLUSH WITH TOP RAIL OF GATE
3. INSTALL (1) PAIR GATE HOLD -BACKS IN 8" CONCRETE FOOTING.
5' WIDE DOUBLE SWING GATE C5
FOR A 7HIGH FENCE
NO SCALE
°) D
D �p kk,
SEAL
A3 TYP 10' MAX (TYP) 10' MAX. LINE POSTS H&-
C 504 BARBED-WIRE ON TO BE EQUALLY NEINFO
EXTENSION ARMS SPACED APPROVED
(3 STRAND)
X X—X—x—x—x—X x—X X—x FOR COMMANDER NAVFAC
—X—X—X—X—X—X—X— x—x ACTIVITYx—x—x—x—x—x—x—x x—x
1 5/8" O.D. SATISFACTORY TO DATE
TOP RAIL OR
TENSION WIRE DES CDH DRW KAP CHK WAG
1 5/8" 0. PM A. LABIDI
MIDDLE RAIL TIE WIRES BRANCH MANAGER S.000PER
OR CLIPS 9 GAUGE CHAIN CHIEFENGIARCH B.ABBOTT
TRUSROD > LINK FABRIC FIREPROTECTION0 S. WILLIAMS
3/8" MIN DIA) 2" MESH z z
M 1 5/8" O.D. 2" O.D. LINE 0 r J
RACE RAIL POST W/
FINISH TUBULAR z
GRADE POSTTOP w Z o
w< c�
TENSION -' Z
TERMINAL POST v RWG °' �, p WIRE Q 0 z W
CONCRETE FOOTING (TYP) LINE POST z U W
CONCRETE Z Z J
15' 10 FOOTING W Q
z C/) 0
F3 U
NOTES z o
1. KNUCKLE CHAIN LINK FABRIC TOP AND BOTTOM. w Lu
2. BRACE RAILS ARE TO BE IN CONJUNCTION W/CORNER POSTS. W Z "'
3. BOTTOM RAIL: MAX. 3/4" ABOVE GRADE ON PAVED SURFACE: MAX. 1" ABOVE GRADE w 0 z
ON UNPAVED SURFACES. w —
4. BRACE RAIL AT TERMINAL POSTS, DEFLECTION POSTS AND GATE POSTS ONLY. U r Q
ILL.
CL
Q T
7' HIGH FENCE A5 a z Lu
NO SCALE a w
J
0 Z a-
Z = Q
< U
� F m
a K U
a z �
KALE: AS NOTED
EPROJECTNO.: 1294037
CONSTR. CONTR. 110.
NAVFAC DRAWING NO.
a 12661108
/�-- SHEET 57 OF 358
C-502
5

5
n
on
1 2
3
4
TOP WIDTH=6'
© TOP OF BERM ELEV.
TOP OF
AO RIPRAP
WEIR
CLASS 1 GROUTED RIPRAP LINED
WITH FILTER FABRIC
TIE TO EXISTING
NOTE:
ACTUAL DEPTH (DI, D2) AND DIMENSIONS C
IMPERVIOUS CLAY CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
SAND FILTER LENGTH
SAND FILTER WIDTH (�
TEMPORARY WATER O
SURFACE ELEV _ A
©SAND FILTER ME[
TOP/ BOTTOM OF
N
a
©SAND FILTER)
MEDIA BOTTOM
ELEV
IMPERVIOUS CLAY CORE
COMPACTED TO 95% ASTM D-698
SEDIMENT CHAMBER
TOP WIDTH=3' LENGTH L
SEDIMENT CHAMBER
WIDTH (W)
Q TOP OF D SEDIMENT
RIPRAP CHAMBER
WEIR TOP ELEV
'- CLASS 1 RIPRAP
LINED WITH
FILTER FABRIC
Al A3 A5
C-509 A C-509 A C-509
SEDIMENT®
12" SEDIMENT CHAMBER
STORAGE BOTTOM
ELEV
BASIN #
BASIN ELEVATIONS
SAND FILTER
DIMENSIONS (FT)
SEDIMENT CHAMBER
DIMENSIONS (FT)
A
(TEMPORARY
WATER
SURFACE
ELEV)
B
(TOP
OF
BERM
ELEV)
C
(SAND FILTER
MEDIA TOP/
BOTTOM OF
RIPRAP WEIR
ELEV
D
(TOP OF
RIPRAP
WEIR
ELEV)
E
(SEDIMENT
CHAMBER
BOTTOM
ELEV)
F
(SEDIMENT
CHAMBER
TOP
ELEV)
G
(SAND
FILTER
MEDIA
BOTTOM
LEV)
LENGTH (L)
WIDTH (W)
LENGTH (L)
WIDTH (W)
1
13.25
14.00
11.00
13.25
10.00
13.25
9.50
60.00
39.50
62.00
33.00
2
23.20
24.00
21.00
23.2
20.
.20
9.50>
38.00
24.00
33.00
24.00
3
17.00
18.00
15.00
17.00
14.00
17.00
13.50
> 74.00
27.00
69.00
21.50'
lam
um mjwt,
SAND FILTER BASINS
CROSS SECTION
NO SCALE
CONCRETE LEVEL J
SPREADER ELEV
T OF #57
STONE
11SWALE 50' WIDE VEGETATIVE
FILTER STRIP
0
O BOTTOM SWALE avy
ELEV - ��'' 1„ SLOPE TIES TO
z EXISTING GRADE
1
B LEVEL SPREADER DETAIL B1
NO SCALE
SIDE SLOPE C 63 SAND FILTER
SHALL BE MEDIA TOP
SOD ELEV.
TEMPORARY WATER �A _ �7
SURFACE ELEV. �'� �P
D2
LEVEL SPREADER
ELEVATIONS
H
J
BASIN #
(BOTTOM
(CONC
FILTER
SWALE
LEVEL
STRIP
ELEV)
SPREADER
LENGTH
ELEV)
1
7.50
9.00
2
14.50
16.00
30.0'
3
10.50
12.00
80.0'
© SAND FILTER I o vvv co
NUNWUVtN CitU I ILA I ILL.
MEDIA BOTTOM NO GEOTEXTILE SHALL BE
ELEV PLACED OVER THE BOTTOM
I OF THE BASIN.
6" PERFORATED
E WRAPPED
UNCOMPACTED SUBGRADE; RIFY IN TER FABRIC
TOP 3" WITH TEETH OF E ATOR/ 2" MIN. CR ED STONE BEDDING. THE
BACKHOE BUCKET IM IATELY PRIOR BEDDING SHA XTEND AT LEAST 4"
;NO
6SCALE
NT ON EACH SIDE 0 E PIPE.
FILTER BASIN 4 Al
URFACE CROSS SECTION
i
rI
CAP PLAN
FLOW
SPLITTER
FLOW
SPUTTER
BASIN #
(STR #)
FLOOR
ELEV
MH
TOP
ELEV
WEIR
WALL
TOP
DIA.IN
(IN)
DIA. OUT
TO S.F.
(IN)
ORIFICE
DIA.
TO S.F.
(IN)
DIA. OUT
TO LEVEL
SPREADER
(IN)
1 (11A)
11.08
15.10
13.25
24"
24"
14.5"
18"
2 (31A)
21.14
25.20
23.20
1511
1511
7.8"
15"
3 (17A)
15.09
18.80
17.00
18"
18"
14.5"
18"
BARS A @ 8" C-C
NEAR FACE
U
BARS G @ 8" C-C
FAR FACE
°D
m
,RS J @ 6" C-C
�
,CH FACE
m
8'-0" ,
@ 8" C-C E.S.
WALL PLAN
CAP REMOVED
EE NOTE 4, TYP.
n
w
z
REINFORCE ALL WALLS
w
WITH VERTICAL B BARS
Z
@ 8" C-C EACH FACE
AND HORIZONTAL E
w
BARS @ 8" C-C EACH
Of
FACE.
NOTES
1. ALL REINFORCING STEEL TO BE #5 BARS
WITH A MINIMUM 1 Y2" CONCRETE
COVER.
2. ALL CONCRETE TO BE 4000 PSI.
3. BARS B, C, D, E, G, H, J AND K ARE
STRAIGHT.
4. PROVIDE CORNER BARS OR STANDARD
900 HOOK EACH FACE, AT ALL CORNERS.
VAR.
BARS B m = 14. r=;
VERTICAL D+1
g N BARS F j BARS A+
SEE NOTE 4, TYP. w
a_
BARS D (a) 12" C-C E.W. a
r OPTIONAL KEYED
SECTION CONSTRUCTION
JOINT BARS C @
/-STANDARD MANHOLE Al
FRAME AND COVER C-506
BARS J @6" C C
BARS A
WEIR WALL -
BARS B-
VERTICAL
12" C-
STORMWATER FLOW D4
n m1 ITTr_Yl
QNO SCALE
SIDE SLOPE 65 SAND FILTER
SHALL BE MEDIA TOP
SOD ELEV.
TEMPORARY WATER OA
SURFACE ELEV. r 1
CLEAN, WASHED ° ° O ODOoc �
ASTM D448 °�O Ooo oa o C
NO. 57 STONE
UNCOMPACTED SUBGRADE; SCARIFY
TOP 3" WITH TEETH OF EXCAVATOR/
BACKHOE BUCKET IMMEDIATELY PRIOR
TO MATERIAL PLACEMENT
SIDE SLOPE A5
SHALL BE
SOD C 632
NONWOVEN GEOTEXTILE.
NO GEOTEXTILE SHALL BE
PLACED OVER THE BOTTOM
OF THE BASIN.
�O O "°n 0 °0 °0 0� o �O Ool `=REFER TO GRADING
n
6" 8" PERFORATED AND DRAINAGE PLAN
PIPE* FOR EXACT SIZE AND
NUMBER OF UNDERDRAINS
2" MIN. CRUSHED STONE BEDDING. THE
BEDDING SHALL EXTEND AT LEAST 4"
ON EACH SIDE OF THE PIPE.
MATERIAL
SPECIFICATION
NOTES
WASHED SAND
ASTM C33 SAND
CHOKING STONE
ASTM C33 #8 OR #89 WASHED
LAY 4" CHOKING STONE BELOW WASHED SAND AND ABOVE
AGGREGATE
WASHED #57 STONE.
BASIN 2 WILL NOT HAVE THIS LAYER.
CRUSHED STONE
CRUSHED #57 STONE,
PLACE A MINIMUM OF 2" BELOW UNDERDRAIN
APPROXIMATELY 3/4" STONE SIZE
UNDERDRAINS
SCHEDULE 40 OR SDR 35 SMOOTH
INSTALL UNDERDRAIN PIPE ABOVE THE OVER EXCAVATED
WALL PVC PIPE
LAYER. PLACE EACH UNDERDRAIN ON A 0.5% SLOPE
MINIMUM, LOCATED NO MORE THAN 10 FEET FROM THE
MIN 4 ROWS OF PERFORATIONS
NEXT PIPE. INSTALL T'S AND Y'S AS NEEDED.
SHALL BE PROVIDED AROUND
DIAMETER OF PIPE WITH 3/8" TO
PEFORATIONS AT 6 INCHES ON
CENTER
LATERAL SPACING NO GREATER
THAN 10' CENTER TO CENER
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1 FOR COMMANDER NAVFAC
SATISFACTORVTO DATE
DES CDH
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BRANCH MANAGER S. COOPER
CHIEF ENGWARCH B. ABBOTT
FIRE PROTECTION S. WILLIAMS
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EPROJECTNO.: 1294037
CONSTR. CONTR. N0.
"
,.
..
NAVFAC DRAWING NO.
BY:
12661115
SHEET 64 OF 358
C-509
DRAWFORM REVISION. 10MARCH M
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PROJECT DESCRIPTION
THE OWNER PROPOSES TO CONSTRUCT A TRAINING COMPLEX AT THE MARINE CORPS BASE CAMP LEJEUNE,
MARSOC AREA. THIS PROJECT INCLUDES CONSTRUCTION OF ROADWAYS, PARKING LOTS, SIDEWALKS,
STORM WATER MANAGEMENT, UTILITIES, EROSION AND SEDIMENT CONTROL, GRADING, ANTI -TERRORISM (AT),
FEATURES AND PHYSICAL SECURITY.
RECEIVING WATERS
THE SITE DRAINAGE DISCHARGES INTO WETLANDS THAT DISCHARGE INTO NEW RIVER. NEW RIVER IS IN THE WHITE
OAK BASIN AREA WITH A STREAM INDEX 19-(11) AND CLASSIFICATION SA (MARKET SHELL FISHING, SALT WATER) AND
HOW ( (HIGH QUALITY WATERS).
SOILS
BASED ON THE FINDINGS OF THE "REPORT OF GEOTECHNICAL EXPORATION P1391 SOF SUSTAINMENT TRAINING
COMPLEX STONE BAY, MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA", DATED JULY, 10, 2013, PREPARED
BY GER, THE SITE SOILS ARE:
SURFACE MATERIALS: 6 TO 12 INCH LAYER OF SURFACE TOPSOIL
SUBSURFACE CONDITIONS: BORINGS ACROSS PROJECT SITE INDICATED THREE GENERAL STRATIGRAPHIC LAYERS
STRATUM 1: COMPOSED OF VERY LOOSE TO FIRM PREDOMINANTLY FINE GRADATION, SLIGHTLY SILTY, SILTY
AND CLAYEY SAND (SP-SM, SC-SM, SC). DEPTH ABOUT 1 TO 16 FEET BELOW EXISTING GROUND.
STRATUM 2: COMPOSED OF VERY SOFT TO VERY STIFF, LOW PLASTICITY, SANDY AND SILTY CLAY (CL) AND CLAYEY
SILT (ML). DEPTH ABOUT 13 TO 32 FEET BELOW EXISTING GROUND.
STRATUM 3: COMPOSED OF VERY LOOSE TO VERY DENSE, SILTY AND CLAYEY SAND (SM, SC) WITH OCCASIONAL
TO ABUNDANT SHELL FRAGMENTS. DEPTH ABOUT 32 TO 60 FEET BELOW EXISTING GROUND.
GROUNDWATER WAS ENCOUNTERED AT A DEPTH RANGING FROM ABOUT 5 TO 18 FEET BELOW EXISTING GROUND.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE CURRENT
EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
STRUCTURAL PRACTICES VEGETATION PRACTICES
1. TEMPORARY GRAVEL CONSTRUCTION 1. TOPSOILING REF. 604
ENTRANCES / EXITS REF. 6.06
2. TEMPORARY SEEDING REF 6.10
2. ROLLED EROSION CONTROL PRODUCT REF. 6.17
3. PERMANENT SEEDING REF 6.11
3. TEMPORARY DIVERSION REF. 6.20
4. SODDING REF 6.12
4. OUTLET STABILIZATION STRUCTURE REF. 6.41
5. MULCHING REF 6.14
5. INLET PROTECTION REF. 6.52
6. ROCK PIPE INLET PROTECTION REF. 6.55
7. SEDIMENT TRAP REF. 6.60
8. SEDIMENT (SILT) FENCE REF. 6.62
9. SKIMMER SEDIMENT BASIN REF. 6.64
10. TRENCH EXCAVATION REF. SHEET C-627
11. SILT FENCE LOW POINT REF. SHEET C-627
12. CULVERT INLET PROTECTION REF. SHEET C-627
13. BAFFLES REF. 6.65
14. CHECK DAM REF. 6.83
GROUND STABILIZATION
1. SOD SHALL BE USED FOR PERMANENT GROUND COVER AND STABILIZATION EXCEPT FOR THE LANDING ZONE
EXPANSION AREA. THIS AREA SHALL BE PERMANENT SEEDING.
2. PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
3. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
A. DIKES, SWALES, DITCHES, AND SLOPES STEEPER THAN 3 HORIZONTAL TO
1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
INITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
MANAGEMENT STRATEGIES
1. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN CLEARING AND
GRADING OPERATIONS.
2. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND
END AS QUICKLY AS POSSIBLE.
3. TEMPORARY SEEDING OR OTHER STABILIZATION PRACTICES SHALL FOLLOW IMMEDIATELY
AFTER GRADING.
4. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS ETC.
5. ThE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
EARTHWORK NOTE
DIRT BROUGHT IN OR OUT OF SITE WILL BE TAKEN OR DISPOSED OF FROM BASEAPPROVED SITE.
1 1 2
MAINTENANCE
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEXIT
LOCATE A GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF ACCESS
OR EGRESS FROM THE SITE TO NON -CONSTRUCTION AREAS. TWO SUGGESTED
LOCATIONS HAVE BEEN SHOWN ON THE PLANS. MAINTAIN THE GRAVEL PAD IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT EACH STRUCTURE AND CLEAN AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED
OR TRACKED ONTO ANY PAVED ROADS.
2. OUTLET STABILIZATION STRUCTURE
A RIPRAP APRON SHALL BE PROVIDED AT THE OUTLET OF ALL CULVERTS TO PREVENT
SCOUR. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
3. SEDIMENT (SILT) FENCE
A SEDIMENT FENCE SHALL BE INSTALLED ALONG THE DOWNHILL SIDE OF DISTURBED
AREAS TO PREVENT SEDIMENT FROM ENTERING NON -CONSTRUCTION AREAS. INSPECT
SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. IF THE FABRIC; COLLAPSES, TEARS, DECOMPOSES OR
BECOMES INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. REMOVE ALL FENCING MATERIALS AND SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4. CULVERT INLET PROTECTION
SEDIMENT FILTERING STONE TO KEEP CULVERT CLEAN. INSPECT AFTER EACH RAINFALL,
REMOVE ACCUMULATED SEDIMENT AND ADD OR REPLACE STONE AS NECESSARY.
5. SOD LINED CHANNELS
CHECK CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL AND ESPECIALLY AFTER A HEAVY RAINFALL.
IMMEDIATELY MAKE REPAIRS. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY
CONDITION AT ALL TIMES.
6. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN CLEARING AND
GRADING OPERATIONS.
7. SKIMMER SEDIMENT BASINS
INSPECT SKIMMER SEDIMENT BASINS AT LEAST ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
8. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND
END AS QUICKLY AS POSSIBLE.
9. TEMPORARY SEEDING OR OTHER STABILIZATION PRACTICES SHALL FOLLOW IMMEDIATELY
AFTER GRADING.
10. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS
ETC.
11. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND GENERAL
MAINTENANCE REQUIRED OF INSPECTING ALL EROSION AND SEDIMENT CONTROL DEVICES
EVERY 7 DAYS (2 DAYS FOR DOUBLE SILT FENCE) AND WITHIN 24 HOURS OF A RAIN EVENT
PRODUCING 1 INCH OR MORE OF RAINFALL.
SEQUENCE OF CONSTRUCTION
1. CONTRACTOR SHALL NOTIFY NCDENR DIVISION OF LAND RESOURCES, LAND QUALITY SECTION
NO LESS THAN 1 WEEK BEFORE CONSTRUCTION IS TO BEGIN.
2. FLAG THE WORK LIMITS AND 50 FOOT WETLANDS BUFFER.
3. INSTALL CONSTRUCTION ENTRANCES/EXITS.
4. INSTALL SILT FENCE, ROCK PIPE INLET PROTECTION, SKIMMER SEDIMENT BASINS 1-6 AND SEDIMENT TRAPS 1-4.
5. PERFORM OVERALL SITE CLEARING AND STOCKPILING.
6. BEGIN EARTHWORK OPERATIONS FOR ROADS AND BUILDINGS.
7. INSTALL UTILITIES, STORM PIPES AND STRUCTURES WITH INLET AND OUTLET PROTECTION, AS INDICATED.
8. FINE GRADE ROADS AND INSTALL STONE.
9. PERMANENTLY STABILIZE ALL DISTURBED AREAS WITH SOD EXCEPT FOR LANDING ZONE EXPANSION. THIS
AREA SHALL BE PERMANENT SEEDING.
10. REMOVE SKIMMER BASINS 1-6 AND SEDIMENT TRAPS 1-4.
11. INSTALL SAND FILTERS.
12. AFTER THE SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE NCDENR EROSION AND
SEDIMENT CONTROL INSPECTOR (OWNER'S CONSTRUCTION MANAGER), REMOVE ALL REMAINING
TEMPORARY CONTROL PRACTICES, INCLUDING; THE GRAVEL CONSTRUCTION ENTRANCE,
SEDIMENT FENCING.
13. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL ACTIVITIES. FLUSH ALL CULVERTS
AFTER REMOVAL OF INLET PROTECTION CONTROL PRACTICES.
3
EROSION AND SEDIMENT CONTROL NOTES
1. ALL EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PLAN ARE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. STANDARDS AND
SPECIFICATIONS NOTED IN THESE PLANS ARE DESIGN MANUAL DESIGNATIONS.
2. CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO BEGINNING MAJOR CLEARING
OR GRADING.
3. CONTROL PRACTICES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. MINOR
FIELD CHANGES AND ADJUSTMENTS ARE PERMISSIBLE AS LONG AS THE INSTALLATION
FUNCTIONS, AND CONFORMS TO SPECIFICATIONS, AND ARE APPROVED BY EROSION
CONTROL INSPECTOR.
4. LIMING, FERTILIZING, SEEDING AND MULCHING MUST BE COMPLETED AS SOON AS THE
SITE HAS BEEN BROUGHT TO GRADE ON ANY PORTION OF THE SITE.
5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE USED AT ALL POINTS OF
CONSTRUCTION INGRESS AND EGRESS.
6. ANY MATERIAL DEPOSITED ON EXISTING ROADS AS A RESULT OF HAULING OPERATIONS
FROM THE SITE, SHALL BE REMOVED IMMEDIATELY. USE A MECHANICAL SWEEPER.
WASHING THE ROADWAY WITH WATER IS NOT PERMITTED.
7. DIRECT RUNOFF SO THAT IT DOES NOT RUN DOWN THE FACE OF CUT / FILL SLOPES.
8. MAINTAIN EXISTING DRAINAGE DURING CONSTRUCTION.
9. AN APPROVED COPY OF THE EROSION AND SEDIMENT CONTROL PLAN SHALL BE
AVAILABLE AT THE SITE AT ALL TIMES.
10. NO MORE THAN 500 FEET OF UTILITY TRENCH SHALL BE OPENED AT ONE TIME.
11. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED
MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES.
12. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL
THE SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE EROSION AND
SEDIMENT CONTROL INSPECTOR.
13. IMMEDIATELY STABILIZE ALL AREAS DISTURBED BY THE REMOVAL OF SEDIMENT
CONTROL MEASURES.
14. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 30 CALENDAR DAYS.
15. ALL STORM AND SEWER LINES NOT IN STREETS ARE TO BE SEEDED IMMEDIATELY
AFTER BACKFILL.
16. ALL ELECTRIC POWER, WATER AND SEWER TRENCHES ARE TO BE TOPSOILED,
SEEDED IMMEDIATELY FOLLOWING BACKFILL.
17. PROPERTIES AND ROADS ADJACENT TO THE SITE SHALL BE KEPT CLEAN OF MUD AND
SILT CARRIED FROM SITE EITHER BY VEHICULAR TRAFFIC OR RUNOFF.
18. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSPECT AND MAINTAIN EROSION
CONTROL DEVICES EVERY 7 DAYS AND WITHIN 24 HOURS AFTER EVERY V OF RAINFALL.
19. THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE CHANGED BY THE
AUTHORITY THAT APPROVED THE PLAN, AND ADDITIONAL CONTROLS REQUIRED WHERE
INSPECTION HAS REVEALED THAT THE PLAN IS INADEQUATE TO SATISFY THE MINIMUM
STANDARDS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
20 IMPLEMENTATION OF THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE SUBJECT
TO CONTROL BY NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS
AND INSPECTORS.
21. NO MATERIALS ARE TO BE STORED OUTSIDE OF THE LIMITS OF CLEARING AND GRADING.
22. EARTH/SOIL BROUGHT IN OR OUT OF SITE WILL BE TAKEN OR DEPOSITED OF FROM
BASE APPROVED SITE.
23. PROVISIONS FOR GROUND COVER OR EXPOSED SLOPES WILL BE PROVIDED WITHIN 21
CALENDAR DAYS FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING; PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF 15 WORKING DAYS
OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF DEVELOPMENT OR CONSTRUCTION.
MAINTENANCE CONTACT
US MCB CAMP LEJEUNE
DEPARTMENT OF PUBLIC WORKS
ATTN: THOMAS BRADSHAW
BUILDING 1005 MICHAEL ROAD
CAMP LEJEUNE, NC 28542
910-457-3238
FAX [phone]
4 ' 5
.1U1v U 1 a..:i
036487
p CQ�
a
0
SEAL
H&- AIE INFO
APPROVED
' FOR COMMANDER NAVFAC '
ACTIVITY
SATISFACTORY TO DATE
DES
CDH
I DRW
KAP
I CHK
WAG
PM
A. LABIDI
BRANCH MANAGER
S. COOPER
CHIEFENGIARCH
B. ABBOTT
FIRE PROTECTION
S. WILLIAMS
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SCALE:
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EPROJECTNO.:
1294037
CONSTR. CONTR.
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NAVFAC DRAWING NO.
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SHEET 90 OF 358
C-625
DMWFMM REVISION: 10 NMCH 2M
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