SW8091113_APPROVED PLANS_20121214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Oq ?,
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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CIVIL ENGINEERING LEGEND
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PROPOSED
DESCRIPTION
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— —
PROPERTY/RIGHT-OF-WAY LINE
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—
CENTERLINE
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---
SECTION, TOWNSHIP,RANGE LINE
FENCE
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EROSION CONTROL FENCE
RETAINING WALL
--
BUILDING
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PAVEMENT/SIDEWALK/CURB LINE
25.5G
25.50
SPOT ELEVATIONS
25
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CONTOURS
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SANITARY SEWER /CLEAN OUT
ST
STORM SEWER
— — W — —
W
DOMESTIC WATER
F
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G
GAS MAIN
-- ----- FPS! --
FM
FORCE MAIN
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— — LIE
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UNDERGROUND ELECTRIC
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OHE
OVERHEAD ELECTRIC
— — JT — —
UT
UNDERGROUND TELEPHONE
OT
OVERHEAD TELEPHONE
UD
UNDERDRAIN
FIRE HYDRANT
DOUBLE CHECK VALVE ASSEMBLY
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RED.PRESSURE BACKFLOW PREVENTER
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F—
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.... >..
VALVE
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--_
VALVE & BOX
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MANHOLE
WATER METER
PHONE/POWER/LiGHT POLE
—......INLET
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MITERED END
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FLUME
---- - ---------
HEADWALL/ENDWALL
TRANSFORMER
T-
DRAINAGE STRUCTURE NUMBER
A-
SANITARY SEWER STRUCTURE NUMBER
SECTION CUT
DETAIL REFERENCE
6601220
ENGINEERING PLANS FOR
MV-22 NEW RIVER
AVIATION COMPLEX
P-683 & P-687
M.C.A.S. NEW RIVER, N.C.
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CJ-000 PRE -DEVELOPMENT KEY PLAN
CJ-005 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-007 PRE -DEVELOPMENT DRAINAGE PLAN
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CK-000 POST -DEVELOPMENT KEY PLAN
CK-005 POST -DEVELOPMENT DRAINAGE PLAN
CK-007 POST -DEVELOPMENT DRAINAGE PLAN
CS-007 SITE GEOMETRY PLAN
CS-008 SITE GEOMETRY PLAN
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CS-009 SITE GEOMETRY PLAN
CS-010 SITE GEOMETRY PLAN
CS-510 SITE DETAILS
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CS-511 SITE DETAILS
CS-512 SITE DETAILS
CG-007 GRADING AND DRAINAGE PLAN
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CG-008 GRADING AND DRAINAGE PLAN
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CG-009 GRADING AND DRAINAGE PLAN
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CG-510 GRADING AND DRAINAGE DETAILS
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CG-512 GRADING AND DRAINAGE DETAILS
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CG-514 GRADING AND DRAINAGE DETAILS
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APPROVED'"
NORTH CAROLiNA EPiVIRONMENTAL.
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DIVISION Or WATERQUALITY
14-DEC- 2012
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POST -DEVELOPMENT DRAINAGE TABLE
AREA
TOTAL
AREA
IMPERVIOUS
PERVIOUS
SF-1
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1.30 AC.
0.70 AC.
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4.50 AC.
1.87 AC.
2.63 AC.
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2.65 AC.
0.84 AC,
SF-4
3.69 AC.
1.77 AC.
1.92 AC.
RHS
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1.54 AC.
0.00 AC.
INFIL BASIN
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3.36 AC
0.00 AC.
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0.67 AC.
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EPROJECT NO.: 6601220
CONSTR. CONTR. NO
N40085-1 1 -C-4019
NAVFAC DRAWING12634966
SHEET 159 OF 1323
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DRAWfORM REVISION: 10 MARCH 2O09
DEC 0 6 2012
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LOCATE WHERE SHOWN .THIS AREA
2-500 G USED OIL TANKS
SNYDER PART #100080ON89102
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DOSS COMER 09/25/12
SAnSFACTORr TO DATE XX Ja
DES MW,J
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«PM/DM»: XXXX
BRANCH MANAGER: xx
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ASPHALT PAVEMENT NOV � rI 2012 Cs—o2s s—ov
sv:
MATCH LINE SEE SHEET CS-010
MATCH LINE SEE SHEET CS-011
2 3 4 5
EPROJECT NO.: 6601220
CONSTR. CONTR. NO.
N40085-1 1 -C-401 9
NAVFAC DRAWING NO.
12634879
SHEET 72 OF 1323
CS-010
DRAWFORM RE SIGN: 10 MARCH 2
•
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CO� SURFACE
MOUNTED NE INPo
MPROYfD
6" M
8" FOR COMMANDER NWFAC
SECTION "A —A" GROUND LEVEL ncrvm
W/ TURNED DOWN EDGE DOSS COMER 09/25/12
1 8" I SATISFACTORY TO DATE )()(
'I /2" - AL
DES MWJ DRW DBP CHK MWJ
„ , „ «PM/DM»: XXXX
2500 P.S.I.-SLEEVE FOR 1 /2 x1 -6 BRANCH MANAGER: XX
1 /4 R CONC. Nz STEEL DOWEL CHIEF ENG/ARCH: XXX
NOTES:
NOTE: TYPE "D" JOINT MAY BE EITHER TOOLED IN WET CONCRETE 1. BICYCLE RACK BY THE RIBBON RACK RB-D AS MANUFACTURED BY e„ FIRE PROTECTION: XX
B OR SAWCUT WITHIN 18 HOURS OF PLACEMENT OF CONCRETE. BRAND IR INTERNATIONAL, INC. OR APPROVED EQUAL B
CONCRETE FOR SIDEWALK SHALL BE 3,500 PSI. TYPE "D" TYPE "E" MATERIAL 2• (2) MODEL # RB-9-S-G w
3. SUBMIT CUT SHEETS PRIOR TO INSTALLATION. 3000 PSI CONCRETE
4. 18 BIKE SPACES 2 PLACES ON PLANS FOR A TOTAL OF 36 BIKES PARKING BUMPER
Z
w
cc
Z Z
SIDEWALK DETAILS 7 BICYCLE RACK 8 PARKING SPACE AND WHEEL STOP 9 m 2 z
ASPHALT 0 = U)
650 P.S.I. FLEXURAL STRENGTH U°
650 P.S.I. FLEXURAL STRENGTH O Q
JOINTS AS REQUIRED JOINTS AS REQUIRED 6" GRADE Z U
FIN. GRADE 6' 6'
N.C.D.O.T. ABC STONE _ ' W
� 200
~ = Z o W � J_
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: N.C.D.O.T. ABC STONE I- U
p 4 p 6" MIN. DENSE GRADED COMPACTED TO 98% MAX °
ABC AGGREGATE BASE DRY DENSITY OF THE MODIFIED PROCTOR U Z
N ^� ASTM D-1557 12" COMPACTED SUBGRADE N.C.D.O.T. ABC STONE Lai U O
4" MIN. OPEN GRADED COMPACTED TO 98% MAX ECEIVE Q
DRAINAGE COURSE FIRE ACCESS SECTION 1 Z DRY DENSITY OF THE MODIFIED PROCTOR > Q
ASTM D-1 s57 NOV 0 8 2012 Z >
A N COMPACTED SUBGRADE Q
CBR>10
12" COMPACTED SUBGRADE '
COMPACTED TO 98% MAX DENSITY GEOTEXTILE FILTER FABRIC ♦ ♦ ♦, ,I ♦, •,. „♦
PER ASTM D 1557
SEE DETAIL 3 SHEET CS-511 6„ SEE DETAIL 3 SHEET CS-511 L_ —• — •' • •
FOR JOINTS IN CONCRETE DETAIL FOR JOINTS IN CONCRETE DETAIL 12" COMPACTED SUBGRADE 6" N.C.D.O.T. ABC STONE
COMPACTED TO 98% MAX
DRY DENSITY OF THE MODIFIED PROCTOR
CONCRETE PAVEMENT SECTION ®WASHRACK AREA ASTM D-1557
1 2 3 4 5
SEE PLANS
4" O.D. STEEL PIPE py TAPER TOP OF CURB WHITE
R1-1 STO W/ WELDED CAP 15 MILS MIN
30" X 3O" 1/2"0 BENT ROD STANDARD CONCRETE ''n„�® THICKNESS
HANDLES CURB :10'
3
24" WHITE 15 MILS MIN. THICKNESS PAINT COLOR:
INTERNATIONAL YELLOW *, d
STOP BAR
D SLOPE TO DRAIN D
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1 1/2" 0 GALVANIZED o w En
STEEL POST W/CAP FINISHED STRIPES TO BE 3' o
FINISHED v o
GRADE > 8" H FL
6" DOUBLE YELLOW
15 MIL MIN. THICKNESS o 0 2500 PSI FIN. GRADE 6 ` L
STRIPES MIN. 3,000 P.S.I. CONCRETE
CONCRETE 4 1/2" DIA. STEEL SLEEVE „n„
IIAII
CENTERLINE OF DRIVE 6" 10 6„
OR ENTRANCE MIN. IIRII u�n PAVEMENT
NOTE: ALL SIGNS SHALL BE DIA.
BOLTED TO POST NltfM�+
4"1�.
3,500 P.S.I. CONCRETE CONC. CURBea 'Dr`khN1j',rrflJ
°Fl°a
STOP BAR 1 SIGN DETAILS C21 4" REMOVABLE BOLLARD DETAIL C31 6" HEADER CURB DETAILS (41 PEDESTRIAN CROSSWALK STRIPING 5 `''\� ��''
C 2 3/8" 0 TUBULAR STEEL
"W" "A" VARIES SEE PLANS HOT DIPPED GALV. FINISH mooFkh , Y ti�3
E~ 1 /4" PER FT. I 9'
4" WIDE STRIPES
(TYP) I � 15 MILS MIN. 5E�
m
THICKNESS 8
SECTION "A -A" (TYPICAL) 9 a `° m
1 ww
A' TYPE "D" JOINT WHEN TYPE "D" o w r s
JOINT w
EDGE IS TURNED DOWN VARIES SEE VARIES SEE PLANS N 6 y 9 ` Q
E PLAN FOR CURB PLANS mvLL =
/ _ m
N 1 4 PER FT. 9.. WHEEL STOP N = m2
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CONSTR. CONTR. NO.
N40085-1 1 -C-4019
a
NAVFAC DRAWING NO.
12634986
SHEET 179 OF 1323
CONCRETE PAD FOR DUMPSTER AREA 10 CONCRETE PAVEMENT SECTION ® APRON AREA 11 GRAVEL SECTION 2 ASPHALT PAVEMENT SECTION 13 CS-510
^ �♦ A ^ DRAWFORM REMSION: 10 MARCH 20W
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
TRANSVERSE JOINT AT INTERVALS EQUAL TO THE
"D"
SIDEWALK WIDTH
AT THE P.C'S AND P.T.'S OF EACH
"E„
OF CURVES, ABRUPT CHANGES IN DIRECTION, AND
WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK
OR OTHER EXIST. CONCRETE SURFACE STRUCTURES.
-
PAVEMENT THICKNESS TABLE BY.
PAVEMENT
SUB -GRADE
BASE
SP-9.5
H.D. ASPHALT
12
8"
3"
JOGGING TRAIL PAVEMENT THICKNESS TABLE
TYPE
SUB -GRADE
BASE
SP-9.5A
H.D. ASPHALT
12"
6"
1 1 /2"

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w
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0
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1/2 DOWEL LENGTH \
0 OR
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1/2 PLATE o RECTANGULAR LOAD °
w SPACING PER LENGTH PLATE BASKET OR PD3 _ _
JOINT DETAIL BASKET SEE TABLE SECOND POUR FIRST POUR MESH,9 GAUGE - A/F INFO
a
CONTRACTION JOINT CONSTRUCTION JOINT APPROVED
30"
TYPE 'C' TYPE 'D'
I
30" NOTES: FOR COMMANDER NAVFAC
ACT
JOINT SEALER""
MAINTAIN 30" 1. ROUND DOWELS MUST BE GREASED THE ENTIRE LENGTH EXCEPT ON DOSS COMER 09/25/12
" SEPARATION AT ONTRACTION 15' MAX BACKER ROD CONSTRUCTION JOINTS IF SPEED DOWEL SYSTEM IS USED.
E INTERSECTION JOINT SATISFACTORY TO DATE XX
= PORTLAND CEMENT 2. JOINT SPACING SHALL RESULT IN A PAVEMENT PANEL NOT Des MyyJ oRw pgp cNx MyyJ
GREATER THAN 225 SQUARE FEET. OTTOM
CONCRETE PAVEMENT 1" TENSION «PM/DM»: XXXX
BUILDING
a " " GRADE f{ WIRE BRANCH MANAGER: XX
3. ROUND DOWELS NOT UTILIZING SPEED DOWEL SYSTEM MUST BE w w # ` .fa
CS BUILDING TERMINATION GREASED. DOWEL MUST BE RESET PERPENDICULAR TO FORM AFTER o a = CHIEF ENG/ARCH: XXX
G CONCRETE PLACEMENT AND PERIODICALLY ROTATED TO BREAK BOND. Z w N ff CORNER POST ff {{, BRACE POST FIRE PROTECTION: XX
0 15 MAX. w o= i'
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ROUND OR BASKET DOWEL SYSTEMS 4. PNA OR EQUIVALENT "DIAMOND DOWEL" SYSTEM. v' ~ lie B
JA Li W
(SEE NOTE 5 FOR DIAMOND DOWEL SYSTEM) 5. INSTALL 1ST DIAMOND DOWEL WITHIN 18" FROM INTERSECTING JOINTS. S
EXTRUDING PREMOULDED NON
TYPE F JOINT JOINT FILLER(A.S.T.M. D-175)
s =z
s PLACEMENT OF JOINTS IN CONCRETE 7
3 FENCE AT RV STORAGE AREA 4 w
122 z
v 3 STRANDS BARBED TWISTED BARBED SELVAGES OPTION 1 FOR LOW FLOW OPTION 2 FOR HIGH FLOW C) J Q
N FENCE NOTES WIRE (TYP) TOP & BOTTOM (TYP)
w O
1. FENCE TO BE INSTALLED AS INDICATED ON SITE PLAN. 3 STRANDS BARBED z CUC
2. GATE POST, CORNER POST, AND LINE POST SHALL BE IN CORNER EXTENSION ARM WIRE (TYP) G
ACCORDANCE WITH RR-F-191/3E. 10' EXTENSION ARM (OUTRIGGER) EXTENSION ARM (OUTRIGGER) W (0
5. ALL FENCE SHALL BE GROUNDED AT LEAST EVERY 1000 FT. W X '
6. EVERY FENCE SHALL HAVE AT LEAST ONE GROUND.
a' 7. GROUND SHALL BE INSTALLED AT EVERY POINT WHERE POWER LINES - 45" 45. ~~ Z z W J
OF 2300 VOLTS OR MORE CROSS FENCE AND AN ADDITIONAL GROUND z H-
LLJ
150 FT. EACH SIDE OF THIS POINT. TOP CC
s 8. GROUNDING SHALL BE AT INTERVALS OF 1000 - 1500 FEET WHEN TENSION fn G 00 0
THE FENCING RUNS THRU ISOLATED AREAS AND AT LESSER DISTANCES WIRE _
b DEPENDING ON PROXIMITY OF THE FENCING TO ANY EXPLOSIVE STORAGE, W
x OPERATING OR HANDLING AREAS. CHAIN LIN FENCE FABRIC TO BE: U Z Z
9. BONDING WIRE BETWEEN GATE POST NEED NOT BE INSTALLED WHERE FABRIC (TIP) ZINC-COAlED,2-INCH
e EXISTING ROAD PAVING OR RAILROAD TRACKS WOULD MAKE b MESH,9 GAUGE LL Q
INSTALLATION IMPRACTICAL. BRACE
J
10. ALL WELD POINTS SHALL BE CLEANED AND PAINTED WITH
a POWDERED ZINC PRIMER.
11. GATES SHALL HAVE HEAVY DUTY HINGES AND LOCKING DEVICES. 2 1/2" z Q
'- 12. SPLICES SHOULD ONLY OCCUR AT CROSSRAILS. Z
13. CONCRETE FOR FOOTINGS TO HAVE A MINIMUM 28 DAY 2 1/2" o Q ^
COMPRESSIVE STRENGTH OF 3,000 P.S.I. v " �— N �1�
14. CAP TOPS FOR UPRIGHTS SHALL EITHER HAVE A CONTINUOUS WELD BOTTOMI'I III # y
TENSION
OR HAVE "SET SCREWS" SO THEY CANNOT BE REMOVED. w WIRE # 1 L -I f 1 ''
15. PROVIDE SIGNAGE AT 100 FOOT INTERVALS (MIN) ALONG ENTIRE FLIGHT LINE
RESTRICTED AREA IN ACCORDANCE WITH MCO P5530.14A.
_
16. POST SETTINGS TO BE DESIGNED BY FENCE MANUFACTURER TO
1" 40.11...... . 1.....
" MEET PROPER WIND LOADS. SEE SHEET 5-001 FOR WIND LOAD GRADE ff PROVIDE PVC COATED OVER rr� tt t� I SCALE'.
REQUIREMENTS. �' >s. f •e ZINC -COATED STEEL FENCING ;.L1 .. 6so1220
o IN ACCORDANCE WITH EPRa1ECT No.:
i z #4 ROUND BAR WELDED AT ALL �VE CONSTR. CONTR. NO.
CORNER POST ff FS RR-F-191-1 FOR BELOW 11 FENCE MATERIAL TIDE TO STAKES
w .'. ' f 1.JUNCTIONS AND VERTICAL BARS N40085-11-C-4019
w GROUND PORTION OF FENCE AND EMBEDDED 18 -24 IN
SEE ELECTRICAL DRAWING A2 SHEET E-513 W/EXCEPTION OF PAVED AREAS EARTHEN DITCH 9" O.C. VERTICAL EMBEDDED 18"-24" IN EARTHEN NOV0 8 2012 NAVFAC DRAWING NO.
FOR ADDITIONAL INFORMATION BRACE POST ONLY DITCH 9" o.c.E.w. 12634987
sHEEr 180 OF 1323
w
CHAIN LINK FENCE DETAILS FENCE CROSSING AT EARTHEN SWALE 5 CS-511
d I
DRAWFORM RENSION: 10 MARCH 2OD9 -
LIFT
TEST METHOD
MOISTURE
LOCATION
MATERIAL DESCRIPTION
THICKNESS
FOR MAX. DRY
COMPACTION
CONTENT
DENSITY
(% POINTS)
BUILDING AREA SUBGRADE
Conforming to Unified Soil Classification
Note: Area of fill and compaction
System (USCS) Types: SP, SW, SM, SC, CL, ML
Modified
shall extend five feet beyond
Liquid Limit<35 Plasticity Index<9
q y
12%
8 INCHES
ASTM Dor
( )
98%
+/— 3
building foot tint. To 12"
9 P ( P )
Max. % passing # 200 sieve =
Max. Organic Content = 2%
PAVEMENT AREA SUBGRADE
Conforming to Unified Soil Classification
Note: Area of fill and compaction
System (USCS) Types: SP, SW, SM, SC, CL, ML
Modified
shall extend two feet beyond
Liquid Limit<35 Plasticity Index<9
q Y
8 INCHES
Proctor
(ASTM D1557)
98%,
+/- 3 %
pavement limits.(Top 12")
Max. % passing # 200 sieve = 12%
Max. Organic Content = 2%
PAVEMENT AREA SUBGRADE
Conforming to Unified Soil Classification
Note: Area of fill and compaction
System (USCS) Types: SP, SW, SM, SC, CL, ML
Modified
shall extend two feet beyond
Liquid Limit<35 Plasticity Index<9
8 INCHES
Proctor
(ASTM D1557)
95%
3 %
Pavement limits. Be(low 12")
Max. % passing # 200 sieve = 12%
Max. Organic Content = 2%
OTHER AREAS
Conforming to Unified Soil Classification
System (USCS) Types: SP, SW, SM, SC, CL, ML
Modified
Liquid Limit<35 Plasticity Index<9
8 INCHES
Proctor
85%
+/- 3 %
Max. % passing # 200 sieve = 12%
(ASTM D1557)
Max. Organic Content = 2%
DOWEL SIZE AND SPACING REQUIREMENTS
"D"
CONTRACTION JOINTS (TYPE C)
CONSTRUCTION JOINTS (TYPE D)
SLAB DEPTH
(IN,)
DIMENSIONS AND SPACING
DIMENSIONS AND SPACING
ROUND OR DIAMOND DOWEL
RECTANGULAR PLATE SYSTEM
PLATE
BASKET(SEE
ROUND
NOTE 3)
DIAMOND DOWJSYSTIEIM(LOAD
(SEE NO5
TO 7
3 8'x2'x12" O 19" OC
3 ex14" O 12" OC
1 4'x4-1 2"x4-1>7
TO 9
1 2"x2-1 2'x12' O 19' OC
1'x16' O 12' OC
3/8"x4-1/2"x4-1>9
TO 12
'A/4'x2-1/2'x12' O 19' OC
1-1 4%18' O 12' OC
3/4'x4-1/2'x4-1
3STRANDS BARBEDWIRE (TYP) T• - TWISTED B R •
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ABBREVIATIONS:
nP;ERC.D.O.T.
"TE SOLID STRIPE 30" TYP. g
STANDARDS STREET = ST
SE 46 WAY AVENUE = AVE 9 g
PLACE = PL o�
ALTERNATIVE- WAY = WAY OR WY
FUELING 00 BOULEVARD = BLVD
STA
TIONS PARKWAY = PKWY
ONLY LANE = LN 16Q AVE INE
COURT = CT
DRIVE = DR =
ROAD = RD NO BORDER GREEN SIGN WITH
2' (TYP) KEY = KEY WHITE LETTERING 2.5" MIN.
CONNECTOR = CONN BOTH SI
z�
001
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€
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O STEEL POST W/CAP FINISHED NE U iwaGRADE 2$ 1. SIGN: .o
Z v 6"x 30"(TYP) EXTRUDED ALUMINUM, TREATED, 0.080 GAUGE. y
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_ 2. BACKGROUND: w w
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GREEN, 3M DIAMOND GRADE DG3 REFLECTIVE SHEETING OR
w 0 w MIN. 3,000 P.S.I. _ _ � G �vV APPROVED EQUAL; NO BORDER.
CONCRETE 126 • 3. COPY:
WHITE, 4" UC SERIES C, DIAMOND GRADE VIP CUT-OUT LETTERS OR
0 0 3M SCOTCHLITE EC FILM SERIES 1170.
4. POST: i 1
o o SQUARE TUBULAR GALVANIZED STEEL POST, PAINTED BLACK.
1 �
4" YELLOW SKIP CENTERLINE STRIPE NOTE: ALL SIGNS SHALL BE = o o
PER N.C.D.O.T. STANDARDS BOLTED TO POST 111 — o Ol
-III—III—I I
0 o SEE NOTE 4
STRIPING SHALL BE IN ACCORDANCE WITH N.C.D.O.T. TYPICAL INSTALLATION o 0
STANDARDS FOR PAVEMENT MARKINGS o `til$ �%,
PAINT SHALL BE 15 MILS MINIMUM THICKNESS NOTE: STREET SIGNS SHALL BE IN ACCORDANCE WITH BEAP STANDARDS 3.4.6 SIGNAGE "STREET".
ROAD STRIPING ® LONGSTAFF ST. ONLY 1 ALTERNATIVE FUEL SIGN (2) STREET NAME SIGN DETAIL C33
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Q '� ,..i A✓E INFO _ �8„ ORraPRmn�n- _ - a __ _ -�STEEL;8 ! w B B g GUARDRAIL- ¢ SEE NOTE 'B' a EE N TE 'B' POST FOR CGMM/NOFN NArFAc
'NIB' ST L P WITH 8" WOOD POST WITH 'W' BEAM/CRVtITDOUBLE ACE RAIL ROUT OFFSET OCK WOOD OFFSET BLOCK IL GUARDRAILDOSS COMER 09 25 12
PLANSATISFACTORYTO BATE Xx X DES MWJ I DRw DBp I CNK MWJ
121'¢" «PM/DM»: XXXX
10%11 SEE NOTE 'A' BRANCH MANAGER: Xx
CHIEF ENG/ARCH: xxx
SEE NOTE A 8 WY' BEAM FIRE PROTECTION: XX
SEE NOTE 'A' SEE NOTE 'A' 16d COMMON NAIL 2i, GUARDRAIL
SEE I I SEE SEE
NOTE 'B \\; i// NOTE B NOTE B \ NOTE B i
W Q
O1 SEE NOTE z Z
GROUND LIN GROUND LIN GROUND LINE \ GROUND LINE
mm'Wm m m m mom 1 m �m m �( J i� (6)
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GUMDRAIL POST Y (�
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SIDE FRONT E:U CO
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NOTES: U Z
A - DIA. BUTTON HEAD SPLICE BOLT 11/4" LONG IS REQ. PER SPLICE JOINT). 9 O
B -" DIA. BUTTON HEAD BOLT 71t"/9" LONG WITH NUT FOR BOLTING 6"/8" ROUTED OFFSET BLOCK TO STEEL POSTS OR
" J
DIA. BUTTON HEAD BOLT 18" LONG WITH STD. WASHER UNDER NUT FOR BOLTING TO WOOD POSTS (1 RED. PER LOCATION)
C - FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER. i Q
TYPICAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVES F_ z Q
A
� � N A
ECEIVE
bi
NOV 0 8 2012 G
SCALE:
BY: EPROJECT NO.: 6601220
CONSTR. CONTR. NO.
NOTE: GUARDRAIL SHALL BE IN ACCORDANCE WITH
40085-11-C-4019
N.C.D.O.T. STDS 862.02 SHEETS 1 THRU 7 NAVFAC DRAWING NO.
12634988
'ISSHEET 181 of 1323
GUARD RAIL DETAILS (4)1 X X $ CS-512
ORAIAI RM RECISION: 10 MARCH 2O00
1 2 3 4 5

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N40085-1 1 -C-4019
14
NOV 0 8 2011
I J, NAVFAC DRAWING N0.
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DES TML DRW TML ICHK MWJ
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2 (REVERSE CROWN), `~ _- \ BRANCH MANAGER: XX
1 _ .—.,},\ `� CHIEFENGIARCH: XXX
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SEE UTILITY PLANS FOR LOCATIONS OF EXISTING AND
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I^ h wAT`R TOWER THE VICINITY TO AVOID CONFLICTS.
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IMPACT AREA TO BE G-024 E/+�E�VE G-025 EPROJECT NO.: 6601220
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RESTORED CONSTR. CONTR. NO.
NOV 0 $ 2012 G-026 G-027 N40085-11-C-4019
NAVFAC DRAWING NO.
BY__ 12634935
:
SHEET 126 OF 1323
MATCH LINE SEE SHEET CG-010 ^^_oi In
MATCH LINE SEE SHEET CG-011 ilia I
ORAWFORM REMSION: 10 MARCH 2O09

2
C
MANHOLE FRAME & COVER SET COVERS FLUSH IN PAVED AREAS;
U.S.F. 480 RING & RA -SSG COVER 0.10' ABOVE GRADE IN UNPAVED AREA:
OR APPROVED EQUAL 0.10' BELOW GRADE IN GRADED ROADS.
FIN. GRADE - GROUT
8„ VARIABLE
BRICK
ADJUSTMENT
nl 22 1 /2"
r'.
4'-0"
5" iv
2/3 PIPE DIA.
"0" RING JT. OR w
APPROVED
PREMOULDED PLASTIC JT.
SEALER W/ PROTECTIVE
WRAPPER
SLOPE 1/2"
.:. PER FOOT
.. ...
BUILDING WALL
(SEE ARCH. DRAWINGS
FOR WALL SECTIONS)
FINISH FLOOR
STEM WALL OR NO FOOTING
(SEE STRUCTURAL DRAWINGS)
TOP OF FOUNDATION
EL. = VARIES (SEE NOTE 3)
DOWNSPOUT (SEE ARCH. DRAWINGS FOR NOTES:
LOCATIONS AND DETAILS)
(SEE DETAILED SECTION 1. WHERE A REDUCER IS NECESSARY FOR ROOF DRAIN PIPING TO FIT TO BUILDING DOWNSPOUT, INSTALL REDUCER WITH THE LARGE OPENING
FOR MORE INFORMATION) UP. DOWNSPOUT SHALL EXTEND 4" INTO REDUCER, WHERE APPLICABLE. USE REDUCER SIZE AS SHOWN BELOW:
METAL CAP (SEE NOTE 5)
DOWNSPOUT SIZE REDUCER s17F
\ 4" X 4' 8' X 6" - --
/--REDUCER (SEE NOTE 1) 5' X 5' 8' X 6'
6' X 6" 10' X 8'
8' X 8' 12' X 10'
3'
FINISHED GRADE
2.
LENGTHS OF PIPE, TYPES OF BENDS, AND QUANTITIES OF FITTINGS MAY VARY DEPENDING UPON TYPE AND SIZE OF FOUNDATION AND/OR
EL 99.50'
SITE CONDITIONS. DETAIL AS SHOWN, DEPICTS ONLY ONE POSSIBLE SCENARIO.
3.
TOP OF FOUNDATION SHALL BE AT ELEVATION SHOWN ON STRUCTURAL FOUNDATION PLANS.
4.
AS OFTEN AS APPLICABLE AND CONDITIONS ALLOW, ROOF DRAIN PIPING AND/OR FITTINGS SHALL ABUT OR BE IN CLOSE PROXIMITY TO
LENGTHS VARY (TYP.)
STRUCTURAL FOUNDATION TO BE USED AS A RESTRAINT.
C(SEE
NOTE 2)
5.
INSTALL METAL CAP COMPATIBLE TO DOWNSPOUT SYSTEM OVER REDUCER AND SECURE WITH THREE SCREWS TO THE REDUCER. THE CAP
W
-
SHALL MATCH DOWNSPOUT MATERIAL AND COLOR. DOWNSPOUT SHALL FIT INTO THE CAP WITH A 1/2• AIR GAP ON ALL SIDES.
MATCH ROOF
(SEE NOTE 4) BEND (TYP.) DRAIN PIPING
(SEE NOTE 2) (SEE CIVIL PLANS
FOR INVERTS) 2• FROM FACE
(SEE STRUCTURAL DRAWINGS FOR TYPE OF WALL
AND SIZE OF FOUNDATION)
=1 I�Ih
ROOF DRAIN CONNECTION
1" FROM FACE
OF WALL
)OWNSPOUT TO
OF DRAIN PIPING
AP (SEE NOTE 5)
IE 1)
ROOF DRAIN SECTIONS
(SEE NOTE 1)
DOWNSPOUT
METAL CAP (SEE NOTE 5)
AIR GAP / OVERFLOW
(DO NOT CAULK)
2" MIN. LEVELING COURSES ' UNDISTURBED SOIL
DRAINAGE MANHOLE (11 ROOF DRAIN CONNECTION (21
FINISH
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FINISHED GRADE u PLAN
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I
RAME AND GRATE SEE AIRFIELD
CATCH BASIN FRAME AND GRATE DETAILS
PROVIDE TYPE "A" FOR
PIPES LARGER THAN 18"
VVI`I VI\L IL I :LL
SECTION A - A
AIRFIELD SHALLOW CATCH BASIN
EACH FACE
#4 AT 9" EACH WAY,
EACH FACE, ALL WALLS
AND BOTTOM
PROVIDE 1 1/2" CLEAR
UNLESS NOTED OTHERWISE
>" MINIMUM
BEDDING
(#57 STONE)
ROOF DRAIN CLEANOUT 3 AIRFIELD SHALLOW INLET (WASH RACK AREA ONLY) 4
MITERED END SECTION FOR RCP
1
MATERIALS: 0.5' 1.0' 3.0, 1.0'
CONCRETE: PER MANFACTURERS RECOMMENDATION
REINFORCING: PER MANUFACTURERS RECOMMEDATION
#6 BARS OVER OPENING (OPTIONAL) o S�Opf SUMP 1.0' 1
• ELEVATION
PIPE
SIZE
A
B
C
D
E
F
G
H
J
K
L
M
N
5"-18"
2'-7"
2'-1"
6"
6"
6 3/4"
1'-6"
1'-7"
2'-10'
2'-4"
8"
6"
6'-10"
7'-0"
24"
2'-11"
2'-8"
6"
6"
6 3/4"
V-11"
2'-0"'
3'-6"
S-1"
7 1/2"
5"
10'-0"
10'-3 1/2"
30"
3'-6"
3'-2"
&L
6"
6 3/4"
2'-5"
2'-6 1/2"
3'-9"
3'-5"
7"
5"
11'-5"
11'-8 1 4"
36"
4'-1"
3'-10"
"
6"
6 3/4"
2'-g"
3'-0"
4'-6"
4'-0"
6"
6"
14'-0"
14'-4 1 2"
\--12" DEEP
TURN -DOWN
® ALL EDGES 4" FABRIFORM AIRFIELD CATCH BASIN FRAME
MATTRESS
N.T.S.
REFER TO N.C.D.O.T. STANDARDS
FOR WEEP —HOLE ARRANGEMENT
NOTES:
1. SUMP ELEVATION EQUALS PIPE ELEVATION WHICH IS ONE FOOT BELOW FINISH GRADE
ELEVATION. SEE STORM STRUCTURE TABLE ON SHEET CG-008 FOR M.E.S. INVERTS.
2. THIS IS AN APPROVED EQUAL TO THE USE OF SCOUR STOP STORMWATER TREATMENT.
(51 CONCRETE SUMP AT MITERED END SECTION (61 AIRFIELD SHALLOW INLET
2 3 4 5
GRADE VARIES
BEARING BAR-3/8"X 5" 1 3/4"
AT 1 3/8" ON CENTER SIDE BAND-3/8"X4 1/2"
SLOT FOR
CROSS BARS SECTION A - A END BAND
g 3/8"X 5"
3/8 JA
A 1/0XS BA/2"
ENDS AND AT 4 ON CENTER
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FULL LENGTH SA,ISFACIORYTO DATE XX X
B SECTION B — B DES TML I DRW TML I CHK MWJ
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AIRFIELD CATCH BASIN GRATE BRANCH MANAGER: XX
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EEC E I`, E EPRQIECT NO.: 6601220
CONSTR. CONTR. NO.
NOV 0 6 2012 N40085-1 1 -C-401 9
BY. NAVFAC DRAWING NO.
1263
SHEET 192 of 1323
(4,A
CG-510
DR,AWFORM REVISION: 10 NAHCH 400Y
C

1 2 3 4 5
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C/L LONGSTAFF C/L LONGSTAFF R
PERIMETER SECURITY FENCE (TYP.) � STREET �
SEE PLANS FOR LOCATIONSTREET
SEE PLANS FOR LOCATIONS
PERIMETER SECURITY FENCE (TYP.)
S
VARIES (SEE PLANS) 2' PAVED 2' PAVED 2' PAVED
SHOULDER SHOULDER SHOULDER c
24 ROADWAY 24' ROADWAY =
SWALE WIDTH VARIES: 6' SEEDED 6' SEEDED SWALE WIDTH VARIES: SWALE WIDTH VARIES: SEEDED SHOULDER-16' SEEDED SWALE WIDTH VARIES; I
SOD BOTTOM AND 2' UP SHOULDER TYP. SHOULDER TYP. SOD BOTTOM AND 2 UP SOD BOTTOM AND 2 UP WIDTH VARIES SHOULDER TYP. SOD BOTTOM AND 2 UP
EACH SIDE BANK (TYP.); EACH SIDE BANK (TYP.); MATCH EXISTING EACH SIDE BANK (TYP.); EACH SIDE BANK (TYP.); d)
SEED REMAINDER OF SIDE 2' PAVED 12' TRAVEL 12' TRAVEL 12' TRAVEL 12' TRAVEL �+
SEED REMAINDER OF SEED REMAINDER OF SIDE SEED REMAINDER OF SIDE m
DBANKS (TYP.) SHOULDER LANE (TYP.) LANE (TYP.) SIDE BANKS (TYP.) GRADE BANKS (TYP.) VARIES (SEE PLANS) LANE (TYP.) LANE (TYP.) BANKS (TYP.) y., m D E N
AD
MATCH EXISTING 2.0% 2.0�
'~— I �' MATCH EXISTING 2.0% 2 09; a Z
GRADE 8. q GRADE _ BETWEEN FENCE AND r— ( —� 8. ' GRADE MATCH EXISTING c U z
TOP OF BANK C z
37q S 1F� P I 3 �� 7� R�Fc� P� 3 � 1FP� c��
ELEVATIONS VARY q �' q �" '' ELEVATIONS VARY ti/ S JP� q� �' ELEVATIONS VARY
ASPHALT PAVEMENT ELEVATIONS VARY qa �' ASPHALT PAVEMENT
SEE GRADING PLANS STRUCTURE SEE GRADING PLANS SEE GRADING PLANS STRUCTURE SEE GRADING PLANS
FOR MORE INFORMATION i I I FOR MORE INFORMATION FOR MORE INFORMATION I I FOR MORE INFORMATION
TYP TYP. T12'P i (`Typ) I _
SOD (TYP.) ELEC/TELECOM SOD (TYP.) SOD (TYP.) 16" WATER
CONCRETE DUCTBANK
6" FORCE MAIN 16" WATER ELEC/TELECOM SOD (TYP.)
GAS MAIN CONCRETE DUCTBANK GAS MAIN
STATION RANGES STATION RANGES
STA. 500+00.00 TO STA. 507+00.00 STA. 523+20.43 TO STA. 529+81.12
A�AA�0AA01M� of NAyi
aka........
LONGSTAFF STREET TYPICAL SECTION 1 (N.T.S.) 1 LONGSTAFF STREET TYPICAL SECTION 2 (N.T.S.) 2 A; Y' '
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o STREET
PERIMETER SECURITY FENCE (TYP.) SEA_
x I v
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i gS
6' SEEDED 24' ROADWAY 3' GUARDRAIL AREA z a o w
SWALE WIDTH VARIES: 6' SEEDED 24' ACCESS ROAD 6' SEEDED SWALE WIDTH VARIES• `L o
SOD BOTTOM AND 2 UP SHOULDER (TYP. SHOULDER (TYP. SOD BOTTOM AND 2' UP SHOULDER (TYP. 6' PAVED RUNNING TRAIL i r
CONCRETE EACH SIDE BANK (TYP.); EACH SIDE BANK (TYP.); 12' TRAVEL 12' TRAVEL 2' o
SEED REMAINDER OF SIDE 12' TRAVEL 12' TRAVEL SEED REMAINDER OF SIDE LANE (TYP.) LANE (TYP.) m&LL
CURB BANKS (TYP.) LANE (TYP.) LANE (TYP.) BANKS (TYP.) 4 0% a = n s
WASH 2.0% —� 2.0% 4' CHAIN -LINK FENCE: �a
RACK I �— I M _ FENCE FABRIC TO BE ZINC -COATED, 2" MESH, 9 GAUGE; -'A/E M
4.0% 2.0%
�� --y 8 0% � SLEEVE -IT FOOTINGS (DESIGNED BY OTHERS) "PRM
3 7q S '1 R0 4 ee'oo 3 ��RiF ��F�p� 4:1 TYP. SEGMENTAL RETAINING WALL
FOR D M ODER NAOFAC
q� . ELEVATIONS VARY MqI �Py` ELEVATIONS VARY GUARDRAIL (BY OTHERS) AsnMn
SEE GRADING PLANS SEE GRADING PLANS
2,
FOR MORE INFORMATION FOR MORE INFORMATION 20' TEMPORARY WE IMPACT DOSS COMER 09/25/12
SOD (TYP.) TYP. ASPHALT PAVEMENT 2' TO BE RESTORED
STRUCTURE I (TYP•) I ASPHALT PAVEMENT
STRUCTURE SATISFACTORY TO DATE XX X X
6" FORCE MAIN SOD (TYP.) DES TML DRW TML I CHK MWJ
WETLANDS '<PM/DM»u XXXX
ELEC/TELECOM
8" SANITARY SEWER BRANCH MANAGER: XX
CONCRETE DUCTBANK
100-YR FEMA FLOODPLAIN CHIEF ENG/ARCH: XXX
B GAS MAIN — EL. = 2 FT Cj FIRE PROTEC ON: XX
16" WATER
cr
STATION RANGES W
STA. 507+00.00 TO STA. 511+46.68 _ >
z
z
W Q
LONGSTAFF STREET TYPICAL SECTION 3 - RETAINING WALL (N.T.S.) = Z
3 �� z W
o
} C) Z<
o o
C/L LONGSTAFF Z U W
o STREET > c CO 0
�I $w XZ
PERIMETER SECURITY FENCE (TYP.) J
c� SEE PLANS FOR LOCATIONS 2' pgyEp Z W a of
Z d �� 0
SHOULDER 6' GRASSED LLl > co
24' ACCESS ROAD GRASSED AREA SEEDED WITH LOCATIONS FOR 20' FIRE LANE 6' SEEDED SWALE WIDTH VARIES• 6' SEEDED 24' ROADWAY 30' BUS LANE 10' SIDEWALK I AREA (SEED) W 00 p
MECHANICAL / ELECTRICAL EQUIPMENT AND SHOULDER (TYP. SOD BOTTOM AND 2' UP SHOULDER (TYP. O (� Z
SUPERSTRUCTURE FOOTINGS EACH SIDE BANK (TYP.); 12' TRAVEL 12' TRAVEL ~ U Q
WIDTH = 37' (TYP.) SEED REMAINDER OF SIDE J Z
BANKS (TYP.) LANE LANE (TYP.) V Z Z
1.5%i 3.0% (TYP.) LL
�1.5% �1.5% J O 0
HANGAR BUILDING 3L\�C Z >CD
� PARKING GARAGE w > Q
7MS �P� �p o
ELEVATIONS VARY
SEE GRADING PLANS N
ASPHALT FOR MORE INFORMATION i
PAVEMENT �,_ 2._'� ASPHALT PAVEMENT �d
8" SANITARY SEWER STRUCTURE I (TYP•) I Ei 7,v
STRUCTURE c
ELEC/TELECOM SOD (TYP.) SCALE:
CONCRETE DUCTBANK NOV Q $ ZQ)Z EPRDJECT NO.: 6601220
GAS MAIN
CONSTR. CONTR. N0.
STATION RANGES 16" WATER BY:_____-_____,.,_ N40085-1 1 -C-4019
STA. 511+46.68 TO STA. 523+20.43 NAVFAC DRAWING NO.
12635000
sHEEr 193 OF 1323
LONGSTAFF STREET TYPICAL SECTION 4 - BETWEEN MV-22 HANGAR AND POV GARAGE (N.T.S.) E
CG-511
1 2 3 4 r ORAWFORM RENSON: 10 MARC 2W9
T.
—— -

1 2 3 4 5
6" 3' 6"
8" 2' 8"
N N N
TOP EL = SEE PLANS
0
TOP EL =SEE PLANS oo
a
x
I
D E y W D
N
a z
- o
U U o
w
L
I
INV EL. = SEE PLANS
INV EL. = SEE PLANS -
`° ,il
N
NOTES:
CO 1. US FOUNDRY H-20 TRAFFIC RATED GRATE #6212 (TRAFFIC RATED) NOT
`O NOTES: SHOWN FOR CLARITY.
US FOUNDRY HS-20 TRAFFIC RATED GRATE #6626 (TRAFFIC RATED) NOT SHOWN FOR CLARITY 2. 4,000 PSI TYPE II CEMENT REINFORCING PER MANUFACTURER
4,000 PSI TYPE II CEMENT 2 1/4" RECOMMENDATION.
WALL REINFORCING: PER MANFACTURERS RECOMMENDATION PLAN VIEW 3. IT IS RECOMMENDED THAT 2" X 2" X 1/4" ANGLE GRATE SEAT BE CAST IN
PLAN VIEW (OPTIONAL)��
3'X4'INLET Cl 2'X3'INLET 2
:t �' s
PERIMETER PERIMETER F.
ROAD
ROAD
ROAD ROAD s�
PERIMETER SECURITY FENCE (TYP.) PERIMETER SECURITY FENCE (TYP.) E
s
SEE PLANS FOR LOCATIONS $
SEE PLANS FOR LOCATIONS
m °'s
SWALE WIDTH VARIES: SEEDED SHOULDER 22' ROADWAY 6' SEEDED SWALE WIDTH VARIES; SWALE WIDTH VARIES 12' SEEDED 22' ROADWAY 6' SEEDED WIDTH VARIES
m�
BOTTOM AND 2 UP WIDTH VARIES SHOULDER TYP. SOD BOTTOM AND 2 UP SOD BOTTOM AND 2 UP SHOULDER TYP. -SHOULDER TYP. SEEDED SIDE -
SOD
EACH SIDE BANK (TYP.); MATCH EXISTING MATCH EXISTING BANK TYP. z N
12' (TYP.) EACH SIDE BANK (TYP.); EACH SIDE BANK (TYP.); (TYP.)
11' TRAVEL 11' TRAVEL GRADE 10' 11' TRAVEL 11' TRAVEL
SEED REMAINDER OF SIDE SEED REMAINDER OF SIDE GRADE SEED REMAINDER OF SIDE a m
MATCH EXISTING BANKS (TYP.) VARIES LANE (TYP.) LANE (TYP.) BANKS (TYP.) BANKS (TYP.) LANE (TYP.) LANE (TYP.) y F m o
GRADE
m
2' SEEDED SHOULDER � 1 2— 0%_ % 1 "ram 4t-� ` GRADE MATCH EXISTING 0 m o z L
¢
BETWEEN FENCE AND a S 8 Oj 3. J �/ s - wE INFO
TOP OF BANK O% �� ~ a
F
�/ APPROVED
;`qR/ IFS 37gS ELEVATIONS VARY 3/CMS
ASPHALT PAVEMENT SEE GRADING PLANS q I ELEVATIONS VARY 41 COMMANDER"��
ELEVATIONS VARY STRUCTURE FOR MORE INFORMATION SEE GRADING PLANS ASPHALT PAVEMENT
SEE GRADING PLANS 2' FOR MORE INFORMATION STRUCTURE
FOR MORE INFORMATION O L DOSS COMER 09/25/12
2, T1P. SATBFACIOM' TO DATE XX XX XX
(rYP.) SOD (TYP.)
SOD (TYP.) DES TML JDRw TML ICHK MWJ
«PIA/DM»: XXXX
SOD (TYP.) BRANCH MANAGER: XX
STATION RANGES STATION RANGES CHIEF ENG/ARCH: XXX
STA. 600+00.00 TO STA. 636+54.56 STA. 636+54.56 TO STA. 640+70.30 FIRE PROTECRON: XX
STA. 640+70.30 TO STA. 654+50.00 STA. 658+34.41 TO STA. 666+29.89 0
B STA. 666+29.89 TO STA. 674+04.71 STA. 709+38.75 TO STA. 717+74.39 B
STA. 700+00.00 TO STA. 709+38.75 0 LU
U >
Ir
PERIMETER ROAD TYPICAL SECTION 1 (N.T.S.) C3' PERIMETER ROAD TYPICAL SECTION 2 — REVERSE CROWN (N.T.S.) 4 W 0'
=_z
W¢ W
EXISTING WETLAND I C/L LONGSTAFF STREET Z
C/L PERIMETER LINE I/ VARIES z U
ROAD I 20 TYP. p Q
>0 1 >0 Z V w
PERIMETER SECURITY FENCE (TYP.) a o ° o W = 2 00 Q
SEE PLANS FOR LOCATIONS N a N SWALE WIDTH VARIES (11' TYP.); 6' ASPHALT (o Q
m
6' SEEDED 12' TRAVEL 12' TRAVEL 6' SEEDED SOD BOTTOM AND 2' UP EACH RUNNING LLl X I Z_
SWALE WIDTH VARIES: 12' SEEDED 22' ROADWAY 6' SEEDED WIDTH VARIES SHOULDER TYP. LANE (TYP.) LANE (TYP.) SHOULDER (TYP. SIDE BANK AND SEED Z Z -j
SOD BOTTOM AND 2' UP SHOULDER (TYP.) SHOULDER (TYP. -SEEDED SIDE REMAINDER OF SIDE BANKS (13 J Q
�x
MATCH EXISTING EACH SIDE BANK (TYP.); BANK (TYP.)
(TYP.)W � W 0
GRADE SEED REMAINDER OF SIDE 10 11' TRAVEL 11' TRAVELco
BANKS (TYP.) LANE (TYP.) LANE (TYP.) I 1 LU O Z
2.0% 2.0% I 2.0% 2.07 ~ U I Q
f�B�A� MATCH GRADE EXISTING r— 1 —� 8� 2.0% _ Z
X.
CD
�P108t P� 3 / Mq� �P��� P� 3
ELEVATIONS VARY 00
ELEVATIONS VARY E,A Q (�
SEE GRADING PLANS ASPHALT PAVEMENT ASPHALT PAVEMENT
STRUCTURE STRUCTURE SEE GRADING PLANS Z
A FOR MORE INFORMATION ` — — — — ' _ I 2' I FOR MORE INFORMATION o N
2' I�'1
(� N
SOD (TYP.)
TOE OF SLOPE TO ECEIVE o 2
MATCH EXISTING STATION RANGE NOV 08 20!2 SCALE:
GRADE STA. 0+00.00 TO STA. 8+75.53 EPROJECT NO.: 6601220
STATION RANGES CONSTR. CONTR. NO.
STA. 654+50.00 TO STA. 658+34.41 N40085-1 1 -C-4019
NAFAC DRAWING NO.
12635001
SHEEP 194 DE 1323
PERIMETER ROAD TYPICAL SECTION 3 (N.T.S.) 5 LONGSTAFF STREET TYPICAL SECTION 5 (N.T.S.) C6 CG-512
1 2 3 4 5 DRAWFORM REASON: 10 MAIM 20M

I
E
E
aB
CD
-7-
0
30\ 60
CLAY LINER NOTE:
VERTICAL SCALE:
1 5'
IN -SITU CLAY SHALL BE USED AS SAND FILTER BOTTOM LINER. IF CLAY IS NOT ENCOUNTERED
IN THIS AREA, CLAY EXCAVATED FROM OTHER AREAS OF THE SITE CAN BE USED, IN THIS EVENT
0 5
10
0
30 60
Ln
COMPACT THE FILL SOILS AT A MOISTURE CONTENT OF -1 TO 3 PERCENT OF THE OPTIMUM
MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8 INCHES. CLAY LINER SHALL BE 8 INCHES MIN.
THICKNESS. PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR.
NORTH
NORTH
A -11"=30'
SOD ALL SIDE BANKS OF FOREBAY AND SAND� FILTER
20
SCALE: 1`3D'
20'
28.5' 28'
18
Ir-
SEDIMENT DEPTH
TEMPORARY WATER
cz)
N
50'
GAUGE
EL= 15.00 SURFACE (TYP
14 0
-4 -_ - - --- -_ -)77\� -_ - ­11-: -
EL= 15.00
­1 - - I - .- _­ I -_ --- I ---
15
0
0
FOREBAY BERM
13
13--
EL= 113.00
ui
=>
Ln
Sn
N CVEL=
E 12.40
17
v
E
00
FOREBAY
F
EL 10 C
EL� 10.00 PVC, DRAIN I INI
n.
INV= 11 0 0 0
10
Lo
00
',n
0 Ln
LIMITS OF CLAY LINER INV=9,00 (Y) #57 GRAVEL SURFACE
INV=9 00 SURFACE E = 7 50 (TOP OF
TO FOREBAY BERM FI 7 5n (TOP OF SAND MEDIA)
L
C14 C6
16.5
Qo Lo
--
- -
ELEVATION (TYP.) •IN: -SITU CLAY SA1% ME
J C Y
I nYP
,
-r,
:6.00
�D
5
1 MIN. SEPARATION TO SHWT
C14
so' ST
m- ST
THREE16" PERFORATED PVC UNbERDRAIN
SEE:i CLAY LINER �NOTE
PIPES JWRAPPED IN 1: SOCK DRAIN � FABRIC
16.5
@ 0.56% MIN. (TYPI)
-7-
0
-19
ST
-10 0 10 20 30 40 50 60 70 80 90
100 110 120 130
-20 cn
ST
T
0 10 20
HORIZONTAL SCALE: 1" 10'
80,
Lo
16
SAND FILTER BASIN
PLAN, SF
1
SAND FILTER
BASIN PLAN, SF -2
SAND FILTER BASIN SECTION, SF -2
@2 A
kC JS
0
3_0--� 60
z1a
L
0
30 60
CLAY LINER NOTE:
IN -SITU CLAY SHALL BE USED AS SAND FILTER BOTTOM LINER. IF CLAY IS NOT ENCOUNTERED
z
17
IN THIS AREA, CLAY EXCAVATED FROM OTHER AREAS OF THE SITE CAN BE USED. IN THIS EVENT
COMPACT THE FILL SOILS AT A MOISTURE CONTENT OF -1 TO 3 PERCENT OF THE OPTIMUM
VERTICAL SCALE: 1
5'
7114441mill"ll
MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8 INCHES. CLAY LINER SHALL BE 8 INCHES MIN.
90'
THICKNESS, PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR.
0 5
10
SEAL
E
16
NORTH
NORTH
N
8
oj @
17 16
CALE: 1 30'
SCALE: 1"=30'
\-1 7
of M
IST
16
15
SOD ALL SIDE BANKS OF FOREBAY AND
mj ww �,; �- 2
z g8fi
�z
17 16
SAND FILTER
z
w 0
7
EL= 19.00
-15
10-
SEDIMENT DEPTH
TEMPORARY
EL= 19.00
9,
�l 4 -
GAUGE WATER
e
-�b
1
SURFACE (TYP.)
W, T'.g
S CD
-ST ID
60'
FOREIJAY BERM
u X,
z
70'
ELF 15.00
-v--- -EL=l 4.8 1-
- - ---I ------ T_
15
1' -0 A/E INFO
APPROVED
FORE AY
(5)
�;EL�=12.OQ 6" PVC DRAIN �J LIN
A
INV= 1 '.00 (3") #57 GRAVEL
SURFACE QQ (TOP OF SAND MEDIA)
FOR COMMANDER NAVEAC
v
15------
u)
LIMITS OF CLAY LINER SAND
MEDIA
Acnvin
CJ 0
TO FOREBAY BERM IN -SITU CLAY
EL _`9.30
10
DOSS COMER 09/25/12
cl�
ELEVATION (TYP.)
0
co
60'
EL=9.50
SATISFACTORY TO DATE xx XX/XX
DES TML
I DRw TML
JCHK MWJ
0
64'
1' MIN..
SEPARATION
FOUR 6" PERFORATED PVC UNDERDRAIN
<<PM/DM>>: xxxx
oc
TO SHWT
PIPES WRAPPED IN SOCK DRAIN FABRIC
0-
@ 0507 MIN-.-(TYP.)
5
BRANCH MANAGER xx
CHIEF ENI xxx
-10 0 10 20 30 40 50 60 70 80 90
100 110 120 130
140
12
13
15
FIRE PROTECTION xx
in w
14
16
0 10 20 SEE CLAY LINER NOTE
z �j
cc
15
16
ST-
HORIZONTAL SCALE: I 10,
< Of
m
2 6
LLJ
-18
0 z
>
19
112'
---
z z
SAND FILTER BASIN
PLAN, SF-3
(3]
SAND FILTER
BASIN
PLAN, SF-4 (14
SAND FILTER BASIN SECTION, SF-3
(3A
zo <
w �
Lij
U)
_j
z
CLAY LINER NOTE:
0
<
IN -SITU CLAY SHALL BE USED
AS SAND FILTER BOTTOM LINER.
IF CLAY IS NOT ENCOUNTERED
VERTICAL SCALE: 1 5'
CLAY LINER NOTE:
( -)
<
LLJ
IN THIS AREA, CLAY EXCAVATED
FROM OTHER AREAS OF THE SITE
CAN BE USED. IN THIS EVENT
IN -SITU CLAY SHALL BE USED AS SAND FILTER BOTTOM LINER, IF CLAY IS NOT ENCOUNTERED
VERTICAL SCALE:
1 5'
c�
a� 0
0
COMPACT THE FILL SOILS AT A
MOISTURE CONTENT OF -1 TO
3 PERCENT OF THE OPTIMUM
0 5 10
IN THIS AREA, CLAY EXCAVATED FROM OTHER AREAS OF THE SITE CAN BE USED. IN THIS EVENT
0 5
10
Z
3
<
LLJ
MOISTURE CONTENT IN LIFTS NOT
EXCEEDING 8 INCHES. CLAY
LINER SHALL BE 8 INCHES MINI.
COMPACT THE FILL SOILS AT A MOISTURE CONTENT OF -1 TO 3 PERCENT OF THE OPTIMUM
0�
co
o
THICKNESS. PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR.
Lm�IIIIIIIII
MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8 INCHES. CLAY LINER SHALL BE 8 INCHES MIN.
Z UJ
Lu
x
<z
THICKNESS. PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR.
Z
c) Lij CL
-
SOD
SOD
ALL SIDE BANKS OF FOREBAY AND SAND!
FILTER
23.5
-------- -
SOD ALL S& BANKS OF FOREBAY AND SAND FILTER
yj
20
0
Z
Lu
= _j
CL cz
LLJ 2 cr)
<
EL 18.50
SEDIMENT DEPTH
GAUGE
TEMPORARY WATER
�SURFACE (TYP�)
EL= 18.50
EL= 17.00
- SEDIMENT DEPTH
GAUGE� TEMPORARY WATER
SURFACE (TYP.)
EL= 16.00
U)
w
-
F-
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3: CD
LLJ 0
<
-
18.5
CL
15
X
FOREBAY BERM-\
FOREBAY BERM
z
0
EL= 16.50 X EL�=
16.14
EL= 13.00 EL= 12.71
<
u-
< 0
FOREBAY
N
1�;. 6
6� PVC
FOREBAY PVC
_j
<
>
<
<
EL=1 3,50
DRAIN -INE 57 GRAVEL SURFACE EL=13.50 (TOP OF
EL 10.00 RR LINE #57 GRAVEL
SURFACE EL=10.00 (TOP OF
-1 NV- 13. Pin
11 V= 13.40 11 1� SAND
MEDIA
3.5
SAND MEDIA)l
LIMITS OF CLAY LINER INV= 10.0( 1-990 SAND MEDIA SAND MEDIA)
10
Z
>
<
LIMITS OF CLAY!LINER
I
,TO FOREBAYIBERM
IN -SITU CLAY
EL= 1 1.84 I
TO FOREBAY BERM IN -SITU CLAY i
FI =8.40
0
c\j
ELEVATION il(TYP.)
EL=
_L2_OOJ
FIVE 6": PERFORATED": PVC UNDERPRAIN
ELEVATION (TYP.)
EL=8.50 A
\--
z
cm
I 1 I
1' MIN. SEPARATION TO SHVF--�
I
PIPES WRAPPED IN SOCK DRAIN :
I I I
1' MIN. SEPARATION TO Q %AIT - I
S'X 6 PERFORATED PVC UNDERDRAIN
PIPES WRAPPED IN SOCK DRAIN
I
>
-- -----
FA -BR] C 0. 5 0% N41 N (TYP.) - - 8.5
1
I
FABRIC _o._5___0%_MIN. (TYP.)
5
-10 u 10
20 30
40 50 60 70
80 90 100 110
I I
-10 0 10 20 30 40 50 60 70 80
90 100 110 120 120
SCALE:
EPROJECT NO.: 6601220
HORIZONTAL SCALE:
0
1" = 10,
10 20
SEE CLAY LINER NOTE
0 10 20
HORIZONTAL SCALE: 1" = 10'
SEE CLAY LINER NOTE
CONSTR. CONFER. NO.
N40085-1 1 -C-4019
NAVFAC EI NO.
12635002
SAND FILTER BASIN
SECTION, SF-1
01 A]
SAND FILTER BASIN SECTION, SF-4
(44
SHEET 195 OF 1323
CG-51
.1
AN
A
DEC o 6 2012 1-3
3
4
4
-,T
DRAWFORM REVISION 10 MI 2009

1
2
3
4
5
6" PVC
30" RCP TO
UNDERDRAIN
ST-8 IN SF-2
clzr
FROM SF-1
8" 4'-8" 8"
8"
4-8•
8„
�
o
0
x
m
r
m
I
�
N
N
D
18"
RCP
€
ti
30" RCP
TO
ST-9
Z
NORTH
FROM ST-11
NORTH
N.T.S.
N.T.S.
v
0
FL
24" RCP
TO ST-2
RCP
w
IN SF-1
TO ST-4
:AL15"
U
°
8"2'
o'ho
I'.
SOLID MANHOLE LIDS
SOLID MANHOLE
LIDS
00
TOP
EL = 17.75
TOP
EL
= 15.50
00
TOP
OF WEIR EL = 16.53
TOP
OF
WEIR EL = 13.03
24" RCP
asz
FROM
ST-5
12" PVC
FROM ST-14
L
J
INV.(24"RCP)=13.75
INV.(30"RCP)=10.15
INV.(18"RCP)=10.15
INV.(24"RCP)=13.75
INV.(30"RCP)=10.15
sEA
$ m
00
°0 INV. 12"PVC =11.75
INV.(15"RCP)=11.00
m$ s
4? a
NOTES:
INV. (6"PVC)=11.00
NOTES:
w ;,Y
z "s$§ <
W—RR
US FOUNDRY #1325 SLAB TYPE RING AND
BF COVER (MEDIUM
DUTY)
US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY)
w
4,000 PSI TYPE II CEMENT
4,000 PSI TYPE II CEMENT
a m�W
WALL REINFORCING: PER MANUFACTURER'S
RECOMMENDATION
WALL REINFORCING: PER
MANUFACTURER'S RECOMMENDATION
s �s o
a�mms=
ST-3: BYPASS STRUCTURE
DETAIL
ST-10: BYPASS
STRUCTURE DETAIL
5F 2
_ �zE
U i¢
= Q
'AM
INFO
APPRGIED
24" RCP TO
ST-24 IN SF-4
FOR COMMANDER wmFAC
8"
4'-8"
8"
-
8" 4'-8"
8"
Acm4n
24" RCP TO
DOSS COMER 09/25/12
ST-19
IN SF-3
SA76FACT010' TO 647E XX XX X
DES TML
JDRw TEL ICHK MW,J
«PM/DM»: XXXX
BRANCH MANAGER: XX
00
CHIEF ENG/ARCH: XXX
FIRE PROTECOON: xx
3
Q
NORTH
NORTH
8
w
i
N.T.S.
N.T.S.
z s
18" RCP
w
z Z
TO
SRCPB
TO ST-23
z
W
J
z
o
a
Z v)
o
LQ c)
CD
Ir
" ao
CD
2' 8"
2'
SOLID MANHOLE LIDS
2' 8" 2
SOLID MANHOLE
LIDS
W
W
Li I
z J a-
Z
Q
"
L
00
W
od
w
>-
o cco
om�
TOP
EL = 19.50
TOP
EL
= 16.00
0
au�
W
J
O CL
CL
Q
TOP
OF WEIR EL = 15.14
TOP
OF
WEIR EL = 13.16
<
O
Z
F
24" RC
P21
24"
Q
FROM ST
FROM STC 25ALa
Q
OINV.(24"RCP)=
0-0Z
OINV.(18"RCP)=
N
A
2.35
0.25
is
(V
FO—
INV.(24"RCP)=12.35
��
INV.(24"RCP)=10.25
INV. 24 RCP =10.25
INV. 24"RCP =12.35
a
o �
SCALE:
NOTES:
NOTES:
1ECEIVE
EPROJECT NO.: 6601220
CONSTR. CONTR. NO.
US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY)
US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY)
4,000 PSI TYPE II CEMENT
4,000 PSI TYPE II CEMENT
NOV
0 8
P012
N40085-1 1 —C-401 9
NAVFAC DRAWING NO.
WALL REINFORCING: PER MANUFACTURER'S RECOMMENDATION
WALL REINFORCING: PER MANUFACTURER'S RECOMMENDATION
12635003
SHEET 196 of 1323
ST-20: BYPASS STRUCTURE DETAIL
SP 3
ST-25: BYPASS
STRUCTURE DETAIL
5F 4
CG-514
1
2
3
4
5
DRAAFORM R 510N: 10 MARCH 2OD9

------ ----- —
RUNWAY 01/19 —.-- _---- --- RUNWAY 01/19
P-311 PARALLEL TAXIWAY EXTENSION
i
i
-
f
fF
L
4.
'
Y
Z
.I
I
PSI
s
i
f
p
P-688 INFILTRATION
BASIN
f
i�
CONCRETE
APRON EXPANSION
I
it
I
I i
l
HIGH DENSITY DRAINAGE
HIGH DENSITY DRAINAGE HIGH DENSITY DRAINAGE
BASINS TO SF-1
BASIN, SF-4
BASIN TO RAINWATER
HARVESTING SYSTEM a
HIGH DENSITY DRAINAGE
STING RAINWATER HARVE
1
BASIN TO EXISTING
INFILTRATION BASIN (I—B)
SYSTEM
SAND FILTER, SF-1
HIGH DENSITY
POST -DEVELOPMENT DRAINAGE TABLE
AREA
TOTAL
AREA
IMPERVIOUS
PERVIOUS
SF-1
2,00 AC.
1.30 AC.
0.70 AC,
SF-2
4.50 AC.
1.87 AC.
2.63 AC.
SF-3
3.49 AC.
2.65 AC.
0,84 AC.
SF-4
3.69 AC.
1.77 AC.
1.92 AC.
RHS
1.54 AC.
1.54 AC.
0.00 AC.
INFIL BASIN
3.36 AC.
3.36 AC
0:00 AC,
REDEV
4,76 AC.
0.67 AC.
4.09 AC.
TOTALS
23.34 AC.
j 13.16 AC_
0.18 AC.
BORDER OF LOW DENSITY N�A
AND HIGH DENSITY
PROJECT AREAS
WETLANDS (TYP.)
SAND FILTER, SF-4
HIGH DENSITY DRAINAGE
BASIN, Sc--4
T
M _
1
r
j O
z
D
Y
f
� 0
HIGH DENSITY F H
DRAINAGE BASIN,
�.✓>✓ t' Yvj t SF-3 r
SAND FILTER, SF-3 yr o
❑0 El00
P683/P687
MV-22 HANGARS
J DD E) 00
LONGSTAFF STREET
D
POV PARKING \ JJ
STRUCTURE
r i I
_ m
a.
0
� I SAND FILTER, SF-2
HIGH DENSITY DRAINAGE -
r r = BASIN, SF-2
NEW RIVER
�.
/
f
REDEVELOPMENT BASIN
1 BORDER OF HIGH AND
LO�N DENSITY PROJECT
AREAS
77-77,71,71
\ECEIVE
DEC p 6 2012
NORTH NEW RIVER
SCALE: 1 "=120'
0 120 240 APPROVED i
NORTH CAROLINA ENVIRONMENTAL, _-
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
¢ _ ,oEC- Zarz �

a
3
S
I
X
E
W
Q
0
HIGH DENS
TY STORM WATER MANAGEMENT
MARINE
NEW
CORPS
RIVER,
EXPANS
AIR STAT
NORTH
ION
ION
CAROLINA
t. Olive
Warsaw
Magnolia
\ Rosehlll
Words Corner
�risLon Iew Bern
Tuscarora
\ Cif �Sf
Trenton OAK GROVE
■
Pollacksville
Favelock
Pink Comfort Maysville
Hill
Richlands
Beulaville
Jacksonville NC 24
In
Veron cry
CAMP LEJELINE
Dixon
ace
Folkston
Acme
Delco
Leland
ton
urgaw
Ridge
G
ampstead Al
Scott Hill
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I �
VICINITY MAP
NOT TO SCALE
0
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C. ALLAN BAMFORTH, JR.,
ENGINEER —SURVEYOR, LTD.
NORFOLK, MRGINIA
LOGO
SAT -TO
APPROVED
FOR COMMANDER NAVFAC
DES CAB DR CAD
CHK REG QC CAB
NAVFAC MANAGER THOMAS L Ml
REVIEWED BY
0
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N p
0 ISION Cr VliJER QUALITY 0 Z v =
IS-JUN-zct'Z z w C'3 m
0 Y = C)
/lrA!{JA f*
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NOI TH CAR,OUNA ENVIRONMENTAL coDE ID. No. aooel srzE D
1,ANAuEMENT COMMISSION SCALE: NONE VISION OF VIATER QUALITY MAXIMO NO. p-311 p CCY
JOB ORDER NO.
p��
SPEC. NO. 59= OW44
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
MAR 1 2 Z010 i XXXXXXXX
036 DI II` '2 SHEET X OF
_ 1J SW001
5 DRAWFORM REVOW: 15 JANUARY 2008
I

LEGEND:
TOP OF CURB OR CONCRETE (TC) ELEVATION
ELEVATION OF GUTTER, PAVEMENT OR GROUND
SPOT ELEVATION
D
TOP OF WALL (TW) ELEVATION
BITUMINOUS PAVEMENT
BITUMINOUS SHOULDER
BITUMINOUS TAXIWAY
BOLLARD
BUILDING (BLDG.)
BUSH
CENTERLINE DITCH/SWALE
CONCRETE (CONC.)
C
CONCRETE (CONC.) PAD W/ AIR CONDITIONING UNIT
CONCRETE (CONC.) PAD W/TRANSFORMER
CONTOUR
CURB
CURB AND GUTTER
EDGE OF WOODS
FLOWER BED (F.B.)
O
0
FENCE
L
0
r
GRAVEL
oB
3
SIGN
K
TOE OF SLOPE (T.O.S.)
w
TOP OF BANK (T.O.B.)
Z
s
TREE
o
OVERHEAD (OH.) LINE
O
Y
OVERHEAD (OH.) STEAM (STM.)
a
Z
RAW WATER (R.W.) MAIN
0
N
o
SANITARY (SAN.) SEWER
SANITARY (SAN.) SEWER FORCEMAIN (FM.)
wA
o
STORM (S.) SEWER
0
UNDERGROUND (UG.) ELECTRIC (ELEC.)
w
UNDERGROUND (UG.) STEAM (STM.)
w
clUNDERGROUND
(UG.) TELEPHONE (TEL.)
Of
1
EXISTING (E.)
CONC.
A/C
❑T
--------------�
L--------------J
X X
GRAVEL
- T.O.S. --
T.O. B.
6
0
E. OH_ LINE
E. _OH_ STM.
16" E. R. W.
8" E. SAN.
8" E. SAN. FM.
12 E_S.
E. UG_ELEC.
E. UG. STM.
E. UG. TEL.
2
I 3
I
4 5
NEW
LEGEND:
EXISTING (E.)
NEW
SURVEY CONTROL POINTS SITE 2:
17.50
WATER (W.) MAIN
8" E. W.
80 W.
CONTROL POINT #1 CONTROL POINT #6 CONTROL POINT #20 CONTROL POINT #24
17.00
N: 349037.4230 N: 349537.3090 N: 352197.0700 IN: 354196.7424
E.2470681.8100 E:2470673.5910 E:2470329.1730 E:2470296.5571
CATCH BASIN (C.B.)
� E. C.B.
18.32
CONTROL POINT #2 CONTROL POINT J7 CONTROL POINT #21
N: 351108.3410 N: 350037.2590 N: 352696.9930
CURB INLET (C.I.)
p
E: 2470647.7640 E. 2470665.4090 E: 2470321.0480
CONTROL POINT #4 CONTROL POINT #8 CONTROL POINT #22
CLEAN OUT (C.O.)
° C.O.
IN: 354763.0370 N: 350537.2230 N: 353196.8960
E: 2470287.2910 E: 2470657.1890 E: 2470312.8410
Tl
CONDUIT (COND.
° COND.
1
CONTROL POINT #5 CONTROL POINT #10 CONTROL POINT #23
N: 354696.7050 N: 351537.0900 N: 353696.8630
FIRE HYDRANT (F.H.)
v,
E.2470288.3880 E:2470640.7620 E:2470304.7010
GUY WIRE
E----
DEMOLITION GENERAL NOTES:
HEADWALL (HDWL.)
0
"NO
1. ALL LIGHT BALLASTS WITHOUT -PCB" MARKINGS SHALL BE CONSIDERED PCB CONTAINING. LIGHT
BALLASTS WITHOUT "NO -PCB MARKINGS, ALL FLUORESCENT LIGHT TUBES, AND ALL THERMOSTATS
LIGHT POLE IN CONCRETE
SHALL BE REMOVED IN ACCORDANCE WITH SPECIFICATION SECTION 02 84 16 "HANDLING OF LIGHTING
BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY".
E. MH.
MANHOLE (MH.)
p
2. EXISTING PAINT HAS BEEN DETERMINED TO CONTAIN LEAD, CADMIUM AND CHROMIUM
CONCENTRATIONS ABOVE THE LABORATORY'S MINIMUM DETECTION LIMIT. PERFORM WORK IN
CONCRETE PAVEMENT
POST INDICATOR VALVE (P.I.V.)
bl
ACCORDANCE WITH SPECIFICATION SECTION 02 83 13.00 20 "LEAD, CADMIUM, AND CHROMIUM IN
CONSTRUCTION". CONSTRUCTION STANDARDS FOR LEAD, CADMIUM AND CHROMIUM ARE 29 CFR
1926.62, CFR 26 1926.1127 AND 29 CFR 1926.1126.
STEAM (STM.) SUPPORT (SPPT.)
0 STM. SPPT.
3. TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TESTING ON EXISTING PAINTED BUILDING
MATERIALS, WHEN DEMOLISHED AS COMPONENTS OF AN ASSEMBLY TYPICAL RETURN RESULTS
TELEPHONE (TEL.) PEDESTAL (PED.)
0 TEL. PED.
CLASSIFYING THE WASTE AS NONHAZARDOUS. PAINTED MATERIAL REMOVED IN THE FORM OF
STRIPPING, BLASTING, SCRAPING OR OTHER METHODS THAT REMOVE THE PAINT COATING FROM THE
EXISTING SUBSTRATE, OR PRODUCES A WASTE RESULTING PRIMARILY OF PAINT MATERIAL, WILL
UTILITY POLE
0
RESULT IN WASTE CLASSIFIED AS HAZARDOUS. THE CONTRACTOR SHALL COORDINATE THE WORK
PROCEDURES TO DETERMINE THE ANTICIPATED WASTE STREAM.
UTILITY POLE W/ LIGHT
rro
WATER METER (W.M.)
M
° W.M.
CONSTRUCTION SEQUENCE
WATER VALVE (W.V.)
.. W.V.
101
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR) PRIOR TO CONSTRUCTION.
INACCESSIBLE
I/A
2. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
3. HOLD PRE -CONSTRUCTION CONFERENCE WITH PUBLIC WORKS OFFICER 910-451-2213 AT LEAST
INVERT
INV.
ONE WEEK PRIOR TO STARTING CONSTRUCTION.
4. INSTALL PRINCIPAL SILT FENCE AND FILTER BARRIERS BEFORE ANY MAJOR SITE GRADING TAKES
METAL
MTL.
PLACE, PROVIDE ADDITIONAL SILT FENCES AND FILTER BARRIERS AS GRADING PROGRESSES.
SUPPORT
SUPPT.
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
6. PROVIDE INLET AND OUTLET PROTECTION AROUND EXISTING DRAINAGE STRUCTURES, AND INLET AND
STRUCTURE
STRC.
OUTLET PROTECTION AT THE ENDS OF NEW DRAINAGE SYSTEMS.
T.O.S.
_ _
7. MINIMIZE THE AMOUNT OF EXPOSED AREAS. ROADWAY LAND DISTURBANCE SHALL BE STABILIZED AS
TYPICAL
TYR
CONSTRUCTION PROGRESSES. STABILIZE GRADED AND DISTURBED AREAS IMMEDIATELY AFTER GRADING.
T.O.B.
PERMANENT STABILIZATION SHALL BE PROVIDED IMMEDIATELY ON AREAS THAT HAVE BEEN FINAL
GRADED. GROUND COVER SHOULD BE ESTABLISHED ON ALL EXPOSED SLOPES WITHIN 21 CALENDAR
WITH
W/
DAYS FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING ACTIVITIES.
8. TEMPORARY SEEDING AND MULCHING SHALL BE PROVIDED ON DISTURBED AREAS AS SPECIFIED ON
WITNESS POST
W.P.
SHEET CS501 OF THE SITE PLAN.
9. INSTALLATION OF TEMPORARY EROSION CONTROL FEATURES SHALL BE COORDINATED WITH THE
CONSTRUCTION OF PERMANENT EROSION AND SEDIMENT DEPOSITION
SURVEY NOTES:
10. REMOVE TEMPORARY EROSION CONTROL MEASURES AT THE END OF CONSTRUCTION.
1. TOPOGRAPHIC SURVEY PREPARED BY C. ALLAN BAMFORTH, JR.,
ENGINEER -
SURVEYOR LTD., DATED SEPTEMBER, 2008.
2. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT
GUARANTEED
BY THIS SURVEY. UTILITIES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES
AND AVAILABLE UTILITY PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
3. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL
DATUM (NAVD)
1988 AND ARE BASED ON NGS CONTROL STATION N 27.
4. COORDINATES SHOWN REFER TO NORTH CAROLINA STATE PLANE
COORDINATES
(NAD 1983/2007).
5. COORDINATES WERE ESTABLISHED UTILIZING GPS FROM NGS AND NCGS CONTROL.
6. TEMPORARY BENCHMARK (TBM) IS A "❑" CUT ON CORNER OF
CURB INLET AS
1 2 ZO10
INDICATED. ELEV. = 16.90.
MAC
iBy
2
3
4 5
Yql
aED
EC
SEAL -
SEAL
C. ALLAN BAMFORTH, JR.,
ENGINEER -SURVEYOR, LTD.
NORFOLK, VIRGINIA
Leo
W-To
APPROVED
FOR COMMANDER NAVFAC
DES CAB DR CAD
CHK REG GG CAB
NAVFAC MANAGER THOMAS L MULID
REVIEWED BY
c
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$J N ZQ
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= CD
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CODE ID. N0. 80091 SIZE D
SCALE: NONE
MAXIMO NO. P-31 1,P- M
JOB ORDER NO.
��
SPEC. N0. 5924 6W44
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
SWO02
ORAWFORM RMON: 15 ,MI 2M
IN
U

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A
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CO
1-1
w
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a DRAINAGE AREA MAP:
°" N
/A,.
r
/lily „h
4Y5
1 71
/M '5 6 �/b/9/F/H✓ ���/V�P
/
..V. a Y
10
-FUTURE CONSTRUCTION '6
y AREA
., 1..
. [f .
CONCRETE AIRCRAFT
PARIONG APRON
FUTURE CONSTRUCTION
AREA
6700't TO NEW RIVER
ADJACENT WETLAND NOT
WITHIN PERMIT AREA
jL�� cV./ ,.. PROP L- 17.1B
INFILTRATION
y'
BASIN
tip -
y
ld
L13 �15
!/
PORMST9'R
/,.
17
- 1
P
STORM WATER SCHEDULE
STRUCTURE DATA
O1
C.B.
(SHALLOW BASIN TYPE B)
RIM
= 18.60
INV.
24' = 15.60
O2
C.B.
RIM
= 18.50
INV.
24" = 15.15
O3
C.B.
RIM
= 18.50
INV.
240 (N)= 14.40
INV.
30' (S)= 14.15
®
C.B.
RIM
= 17.00
INV.
30" (N)= 13.25
INV.
36' (S)= 13.00
O5
C.B.
RIM
= 16.55
INV.
36" = 12.55
©
C.B.
RIM
= 16.00
INV.
36' = 12.00
O7
C.B.
(DIVERSION STRUCTURE)
RIM
= 16.30
INV.
360 (N)= 11.52
INV.
36' (SW)= 11.52
INV.
30" (E)= 11.23
®
F.E.S.
INV.
360 = 11.44
O9
C.B.
RIM
= 17.00
INV.
30" (W)= 11.05
INV.
30' (S)= 11.05
INV.
24" (E)= 11.05
10
F.E.S.
INV.
24" = 11.00
11
C.B.
RIM = 17.00
INV. 30' (N)= 11.05
INV. 30' (S)= 11.05
INV. 24" (E)= 11.05
12
F.E.S.
INV. 24" = 11.00
13
C.B.
RIM = 17.00
INV. 30" (N)= 11.05
INV. 24' (E)= 11.05
14
FES
INV. 24" = 11.00
27
F.E.S.
INV. 48" = 10.85
28
F.E.S.
INV. 48= 10.60
29
F.E.S.
INV. 15' = 16.40
®
F.E.S.
INV. 15' = 16.32
31
HEADWALL
INV. DOUBLE 36' = 7.35
32
HEADWALL
INV. DOUBLE 36' = 7.10
OA
15' F.E.S.
INV. = 12.41
©
150 F.E.S.
INV. = 10.61
LINE TABLE
LINE
LENGTH
DIRECTION
L1
1033.741
S89'
03'
50.25'W
L2
346.311
NOO'
56'
09.75"W
L3
129.017
N90'
00'
00.00" E
L4
2192.497
NOO'
56'
09.750W
L5
30.013
S89'
03'
50.25"W
L6
192.054
NOO'
281
53.67"W
L7
67.018
N65'
51'
11.36"E
LB
297.976
NOT
03'
50.25"E
L9
469.420
NOO'
56'
09.75'W
L10
474.059
N89'
03'
50.250E
L11
9.679
N00'
57'
18.29"W
L12
53.699
N40'
01'
08.040E
L13
138.011
NW
57'
18.291W
L14
32.898
SW
52'
26.87"W
L15
26.526
N90'
00'
00.00"W
L16
14.946
N75'
24'
04.470E
L17
5.066
N57
49'
53.02"E
L18
94.764
N77
34'
08.23"E
L19
152.124
N54'
02'
24.17"E
L20
19.334
S35'
32'
53.220E
51
PIPE DATA
O1 -O2
300'
- 24" S.
0
0.15%
O2 -O3
500'
- 24' S.
0
0.15%
O3 -®
600'
- 30" S.
0
0.15%
®-O5
300'
- 36' S.
0
0.15%
O5 -©
368'
- 36" S.
0
0.15%
©-O7
320'
- 36" S.
0
0.15%
O7 -®
53'
- 36' S.
0
0.15%
O7 -O9
88'
- 36" S.
0
0.15%
O9 - 10
25'
- 24' S.
0
0.15%
O9 -11
15'
- 30' S.
0
0.15%
11 - 12
25'
- 24" S.
0
0.15%
11 - 13
15'
- 30" S.
0
0.15%
13 - 14
25'
- 24' S.
0
0.15%
27 - 28
155'
- 48' S.
0
0.22%
29 -®
42'
- 15" S.
0
0.20%
31 - 32
50'
DOUBLE 36"
S. 0 0.20%
OA -OB
72'
- 15' S.
0
2.50%
SEE SHEET SWO04 FOR STRUCTURES &
PIPES NOT SHOWN.
LINE TABLE
LINE #
LENGTH
DIRECTION
L21
7.327
S17
15'
20.45'W
L22
176.719
S55'
09'
50.04'W
L23
36.917
S77
25'
28.78"W
L24
252.887
SW
56'
23.63'E
L25
46.900
S16'
33'
43.960W
L26
335.107
SW
56'
09.75'E
L27
28.933
S27
55'
31.22'E
L28
36.869
N89'
03'
50.25"E
L29
64.948
SW
56'
09.750E
L30
40.920
S89'
03'
50.25"W
L31
117.267
SOO'
56'
09.750E
L32
144.000
N89'
03'
50.25'E
L33
2361.313
SW
56'
09.750E
L34
144.000
S89'
03'
50.25'W
L35
236.420
SOO'
56'
09.750E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C1
74.730
68.420
062.5797
C2
104.043
71.040
083.9137
C3
54.984
335.041
009.4028
GRAPHIC SCALE
0 280'
1 " = 280' mmiimmiI
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ENGINEER -SURVEYOR, LTD.
NORFOLK. VIRGINIA
LOGO
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APPROVED
FOR COMMANDER NAVFAC
DES CAB
I DR CAD
CHK REG
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NAVFAC MANAGER THIMIAS L MULL
REVIEWED BY
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CODE D. NO. 80091
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SCALE. GRAPHIC
MAXIMO NO. P-311 P-m
MAR 1 2 2010
JOB ORDER NO.
SPEC. NO. 59233, 652744
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
560' 840' 1120'
SHEET OF
SWO03
DPAWFORM REVII 15 JANIMR/ P005
I
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PRETREATED BY PASSING THRU A BIO CLEAN SEPARATOR BAFFLE BOX FILTER
DESIGNED TO SCREEN OUT ALL PARTICULATES LARGER THAN 130 MICRONS.
2. FILTERED RAINWATER WILL BE STORED IN AN 80,000 GALLON OLD CASTLE STORM
CAPTURE SYSTEM BURIED BELOW GROUND OUTSIDE THE BUILDING. WATER WILL BE
TRANSFERRED FROM THE CISTERN AND TO THE PROCESSING SKID VIA SUBMERSIBLE
PUMPS WITHIN THE CISTERN. IN THE EVENT THAT THE CISTERN IS FULL AND A NEW RAIN
EVENT IS BEGINNING, THE CISTERN SHALL OVERFLOW TO THE SITE STORM SYSTEM.
3. THE PROCESSING SKID WILL BE LOCATED INSIDE THE BUILDING ON THE MECHANICAL
MEZZANINE ABOVE THE "A/B" MECHANICAL AREA,
4. THE FIRST STAGE IN THE PROCESSING SKID IS A TWO-STEP FILTRATION PROCESS. THE
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MICRONS, AND THE SECOND REMOVES PARTICULATE DOWN TO 5 MICRONS.
5. AFTER FILTERING DOWN TO 5 MICRONS, THE WATER IS THEN PASSED THRU A UV
STERILIZATION SYSTEM DESIGNED TO HANDLE 20 GPM. SHOULD ANY ISSUES ARISE WITH
THE UV SYSTEM, AN ALARM IS SOUNDED IN THE CONTROL PANEL AND THE SYSTEM WILL
AUTOMATICALLY SWITCH OVER TO 100% MUNICIPAL MAKE-UP UNTIL THE ALARM IS
CORRECTED.
6. WHEN THERE IS DEMAND AT THE WASHRACK A DROP IN SYSTEM PRESSURE SIGNALS
THE MAIN PRESSURIZATION PUMPS TO BEGIN. GJPLEX VARIABLE FREQUENCY DRIVE
PUMPS LOCATED IN THE CISTERN WILL PROVIDE 20 GPM @ 45 PSI AT THE WASHRACK,
WHICH SHOULD BE SUFFICIENT TO MEET DEMAND.
7. IN THE DUPLEX SYSTEM THE PUMPS WILL CYCLE BACK AND FORTH TO EQUALIZE WEAR.
SHOULD ONE PUMP FAIL, THE SECOND PUMP WILL MEET DEMAND.
8. A 40 GALLON BLADDER TANK WILL BE INCLUDED TO HELP MAINTAIN CONSTANT
PRESSURE AND REDUCE PUMP CYCLES.
9. SHOULD THE SYSTEM DEMAND ADDITIONAL WATER FROM THE CISTERN WHEN THE
CISTERN IS EMPTY, THE WATER LEVEL SENSOR LOCATED IN THE CISTERN WILL SEND A
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TREATMENT SYSTEM AND THE ADDITION OF MUNICIPAL WATER AS NEEDED AND IS
FULLY COMPATIBLE WITH THE B.A.S. THE SYSTEM LOGS AND REPORTS THE AMOUNT OF
WATER AVAILABLE IN THE CISTERN, HOW MUCH WATER HAS BEEN CAPTURED FOR
REUSE, AND THE AMOUNT OF MUNICIPAL WATER DEMANDED BY THE SYSTEM.
INFORMATION AND SYSTEM ALERTS AND ALARMS ARE PRESENTED VIA A COLOR TOUCH
SCREEN ON THE CONTROL PANEL AND ALSO VIA NETWORK CABLE TO THE B.A.S. THE
SYSTEM SCREENS, AND CONTROLS CAN BE VIEWED/OPERATED REMOTELY
THROUGHOUT THE BUILDING VIA A WEB BROWSER CONNECTED TO THE BUILDINGS
NETWORK.
24" MANWAY ACCESS
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RAINWATER COLLECTION TANK
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BUILDING
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RAINWATER HARVESTING SYSTEM
DIAGRAM
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ITEM NO.
QTY
DESCRIPTION
1
3
PRESSURE TRANSMITTER
2
1
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3
1
UV STERILIZER
4
1
HDPE PLATFORM
5
1
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6
1
ELECTRICAL ENCLOSURE 12"x 10"
7
3
BAG FILTER POLYPROPLENE 50 MICRON
NOTES:
ALL PVC PIPES AND FITTINGS SHALL BE SCHEDULE 80 PVC.
1-1/2" FLANGE
TOP VIEW
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= 1 -n,p
2 3
CONTROLPANEL
10 MICRON FILTER
50 MICRON FILTER
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C
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{
HEADWALL/ENDWALL
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(ZED
DRAINAGE STRUCTURE NUMBER
A-
SANITARY SEWER STRUCTURE NUMBER
SECTION CUT
DETAIL REFERENCE
6601220
EAIGINEERING
PLANS FOR
MV-22
NEW
RIVER
AVIATION
COMPLEX
M.C.A.S. NEW RIVER, N.C.
2 ' 3
0
CIVIL SHEET INDEX
CC-000 COVER SHEET
CJ-001 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-002 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-003 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-004 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-005 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-006 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-007 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-008 PRE -DEVELOPMENT DRAINAGE PLAN
CJ-009 PRE -DEVELOPMENT DRAINAGE PLAN
CK-001 POST -DEVELOPMENT DRAINAGE PLAN
CK-002 POST -DEVELOPMENT DRAINAGE PLAN
CK-003 POST -DEVELOPMENT DRAINAGE PLAN
CK-004 POST -DEVELOPMENT DRAINAGE PLAN
CK-005 POST -DEVELOPMENT DRAINAGE PLAN
CK-006 POST -DEVELOPMENT DRAINAGE PLAN
CK-007 POST -DEVELOPMENT DRAINAGE PLAN
CK-008 POST -DEVELOPMENT DRAINAGE PLAN
CK-009 POST -DEVELOPMENT DRAINAGE PLAN
CE-001 EROSION AND SEDIMENT CONTROL PLAN
CE-002 EROSION AND SEDIMENT CONTROL PLAN
CE-003 EROSION AND SEDIMENT CONTROL PLAN
CE-004 EROSION AND SEDIMENT CONTROL PLAN
CE-005 EROSION AND SEDIMENT CONTROL PLAN
CE-006 EROSION AND SEDIMENT CONTROL PLAN
CE-007 EROSION AND SEDIMENT CONTROL PLAN
CE-008 EROSION AND SEDIMENT CONTROL PLAN
CE-009 EROSION AND SEDIMENT CONTROL PLAN
CE-510 EROSION AND SEDIMENT CONTROL DETAILS
CE-511 EROSION AND SEDIMENT CONTROL DETAILS
CE-512 EROSION AND SEDIMENT CONTROL DETAILS
CS-001 SITE GEOMETRY PLAN
CS-002 SITE GEOMETRY PLAN
CS-003 SITE GEOMETRY PLAN
CS-004 SITE GEOMETRY PLAN
CS-005 SITE GEOMETRY PLAN
CS-006 SITE GEOMETRY PLAN
CS-007 SITE GEOMETRY PLAN
CS-008 SITE GEOMETRY PLAN
CS-009 SITE GEOMETRY PLAN
CS-010 SITE GEOMETRY PLAN
CS-011 SITE GEOMETRY PLAN
CS-012 SITE GEOMETRY PLAN
CS-013 SITE GEOMETRY PLAN
CS-014 SITE GEOMETRY PLAN
CS-015 SITE GEOMETRY PLAN
CS-016 SITE GEOMETRY PLAN
CS-017 SITE GEOMETRY PLAN
CS-018 SITE GEOMETRY PLAN
CS-019 SITE GEOMETRY PLAN
CS-020 SITE GEOMETRY PLAN
CS-021 SITE GEOMETRY PLAN
CS-022 SITE GEOMETRY PLAN
CS-023 SITE GEOMETRY PLAN
CS-024 SITE GEOMETRY PLAN
CS-025 SITE GEOMETRY PLAN
CS-026 SITE GEOMETRY PLAN
CS-027 SITE GEOMETRY PLAN
CS-510 SITE DETAILS
CS-511 SITE DETAILS
CC-001 GRADING AND DRAINAGE PLAN
CG-002 GRADING AND DRAINAGE PLAN
CG-003 GRADING AND DRAINAGE PLAN
CG-004 GRADING AND DRAINAGE PLAN
CG-005 GRADING AND DRAINAGE PLAN
CG-006 GRADING AND DRAINAGE PLAN
CG-007 GRADING AND DRAINAGE PLAN
CG-008 GRADING AND DRAINAGE PLAN
CG-009 GRADING AND DRAINAGE PLAN
CG-010 GRADING AND DRAINAGE PLAN
CG-011 GRADING AND DRAINAGE PLAN
CG-012 GRADING AND DRAINAGE PLAN
CG-013 GRADING AND DRAINAGE PLAN
CG-014 GRADING AND DRAINAGE PLAN
CG-015 GRADING AND DRAINAGE PLAN
CG-016 GRADING AND DRAINAGE PLAN
CG-017 GRADING AND DRAINAGE PLAN
CG-018 GRADING AND DRAINAGE PLAN
CG-019 GRADING AND DRAINAGE PLAN
CG-020 GRADING AND DRAINAGE PLAN
CG-021 GRADING AND DRAINAGE PLAN
CC-022 GRADING AND DRAINAGE PLAN
CG-023 GRADING AND DRAINAGE PLAN
CG-024 GRADING AND DRAINAGE PLAN
CG-025 GRADING AND DRAINAGE PLAN
CG-026 GRADING AND DRAINAGE PLAN
CG-027 GRADING AND DRAINAGE PLAN
CG-510 GRADING AND DRAINAGE DETAILS
CG-511 GRADING AND DRAINAGE DETAILS
CG-512 GRADING AND DRAINAGE DETAILS
CG-513 GRADING AND DRAINAGE DETAILS
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1.90 AC.
0.07 AC.
1.83 AC.
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4.88 AC.
1.32 AC.
3.56 AC.
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4.50 AC.
1.02 AC.
3.48 AC.
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3.78 AC.
0.85 AC.
2.93 AC.
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2.53 AC.
0.64 AC.
1.89 AC.
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2.53 AC.
0.21 AC
2.32 AC.
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4.22 AC.
1.37 AC.
2.85 AC.
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18.86 AC.
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NAVFAC 1a1DR/y/AW/yI/NGIG NO.
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1.87 AC.
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2.66 AC.
1.84 AC.
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1.75 AC.
2,03 AC.
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2.53 AC.
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'A/C INFO
APPRWED
FOR COMMANDER NAVFAC
AC M
xxxxx
SATISFACTDRY TO DATE DD MM
DES MWJ jDRw DBP ICHK MW
1 «PM/DM»: XXXX
BRANCH MANAGER XX
CHEF ENG/ARCH: XXX
FIRE PROTECTION: XX
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SCALE: AS NOTED
EPROJECT NO.: 6601220
CONSTR. CONTR. NO.
N40085-11-C-4019
NAVFAC DRAWING NO.
SHEET 226 OF 228
SHEET CS-009 CS-009
SHEET CS-010 V �7
ORAWFORM REVISON: 10 MARCH MN
1=1

C
1

1
1 11 .J T �J

L
n
I
1

M
L
r
4

24" WHITE 15 MILS MIN. THICKNESS
L Y VLI\ 1 1\VV
HANDLES
PAINT COLOR:
RAMP CURB
INTERNATIONAL YELLOW
STOP BAR
o
\
J
/
SLOPE TO DRAIN
1 1/2" 0 GALVANIZED
b
STEEL POST W/CAP
FINISHED
GRADE
FINISHED
0
GRADE
N
6" DOUBLE YELLOW
15 MIL MIN. THICKNESS
o
0
2500 PSI
STRIPES
MIN. 3,000 P.S.I.
CONCRETE
CONCRETE
4 1/2" DIA. STEEL SLEEVE
N
O O O O O O O O G O 4 U O O O O O O C C G C C G
O O O C C O O G O O O O O O C O G C O D U O O O
G O O G G C O C C O C O O C G U U O O G O O O O O
O O O O O O 4 O 4 O O O O O O C G G G G U O O O
G C G G O D U O O C C C G G O U O O O O 4 O O O
O O O O O O O O O O D U O O O O O O C G G G G O
O O O C O C 4 G O O O U O O C O G G O D U O O O
O O O C O O 4 G O O O O O O O O G G C C U C C O
O O O O O O O O 4 O O O O O O C G G C U U G O O
O O O 4 O O O U O G O C U O O O O O O O O O C G G
O O 4 4 O O 4 0 0 0 O O O O O O O O G C C G G G
G O O G G O O C G C O C O G G O O U 4 O O O O O O
G C O G G C O C G O O O O G O C C G C C U U O O O
G U O G G O O G C O C C O G G U U O O O O O O G
O O O G O C C C O O O O O O C O G G O U 4 O O
I
c
0
04
w
a
a
D
Z
STRIPES TO BE 3'
E2
io
z
O.C.FL
a3
a
s
m
RAMP CURB
CENTERLINE OF DRIVE 6„ tv
,�OR ENTRANCETRUNCATED DOMES 60'
NOTE: ALL SIGNS SHALL BE DIA.
BOLTED TO POST
NOTE:
4" PROVIDE TACTILE WARNING STRIP
PER A.B.A. REQUIREMENTS 4.29.2
6
IBICR PARKING SPACE 1 SIGN DETAILS 2 j4" REMOVEABLE BOLLARD DETAIL (31 HANDICAP RAMPS C4]PEDESTRIAN CROSSWALK STRIPING 5
NEW TREELINE (LIMITS OF CLEARING). "�.•®��,�
HEAVY-DUTY ORANGE (OR OTHER BRIGHTLY
8' MAXIMUM COLORED) BARRIER FENNCE. 2 3/8" 0 TUBULAR STEEL
�i TAPER TOP OF CURB 4' HIGH 2 X 4 WOOD STAKES OR EQUIVALENT HOT DIPPED GALV. FINISH I 9' 4" WIDE STRIPES
PLAN VIEW METAL STAKE. 0_ SEA,
$",,4� (TYP) I co >- 15 MILS MIN.
�. S' MAXIMUM HEAVY-DUTY ORANGE (OR OTHER BRIGHTLY THICKNESS g J N�
STANDARD CONCRETE COLORED) BARRIER FEt10E. 60" O.C. (TYPICAL) v'
CURB 4' HIGH 2 X 4 WOOD STAKES OR EQUIVALENT TYPICAL
w
�71z
°�� 3 Z F METAL STAKE. L w T, p w
+� NOTES: �� z
°t w TREELINE BARRIER TO FOLLOW RESPECTIVE (V
M = LINE IN THE TREE PROTECTION PLAN. v mLL a
TREELINE BARRIER METHODS MAY VARY UPON
SECTION VIEW APPROVAL OF THE LANDSCAPE ARCHITECT. WHEEL STOP �a
Q ~ �A/E INFD
TREELINE A"WO
8 4' HIGH 2 X 4 WOOD STAKES.
1 X 4 TOP RAIL. 2,500 P.S.I. M FOR caMMwoFR NAAFAc
CONC. ACRMrc
FIN. GRADE 6 MINIMUM OUTSIDE LIMITS OF DRIPLINE. XXXXX
NOTES: s+TrsFAciORrTo BQE DD MM
DES MWJ IDom+' DBP I CHK MWJ
II�II X NO CONSTRUCTION MATERIAL IS TO BE h «PM/OM»: XXXX
3 7 11
STORED INSIDE TREE PROTECTION AREA. SLEEVE FOR 1/ 2 x1 —6
In "In" TREE PROTECTION TO REMAIN UNTIL STD IN -GROUND ANCHOR BRANCH MANAGER: XX
IIRII IIkII PAVEMENT SUBSTANTIAL COMPLETION OR APPROVAL IN 8" SQ. CONIC FOOTING STEEL DOWEL CHIffENG/ARCH: XXX
OF THE LANDSCAPE ARCHITECT. 8+ FIRE PROTECRON: XX
NO CLEANING OF EQUIPMENT OR DISPOSAL NOTES: z B
3 OF WASTE MATERIAL SUCH AS PAINTS, OILS, 1. BICYCLE RACK BY THE RIBBON RACK RB-D AS MANUFACTURED BY � LJ
OR SOLVENTS IN THE PROTECTED AREA. p
BRAND IR INTERNATIONAL, INC. OR APPROVED EQUAL 3000 PSI CONCRETE 0
'MAX W
8TREE PROTECTION METHODS MAY VARY UPON 2, RACK TO BE CENTERED ON A 4' X 8' X 4" THICK, 2500 P.S.I. PARKING BUMPER
APPROVAL OF LANDSCAPE ARCHITECT. CONCRETE PAD Z ' J
CONC. CURB INDIVIDUAL TREE � o
=z o a-
0<1 Z
6" HEADER CURB DETAILS 6 TREE PROTECTION 7 BICYCLE RACK 8 PARKING SPACE AND WHEEL STOP 9 o c O
CONCRETE PAVEMENT » U
FOR CONCRETE
PAD 10 MIN. PORTLAND CEMENT FIN. GRADE
JOINTS AS REQUIRED 6" PAVERS OR CONCRETE VARIES ASPHALT z O
77 �..: » 66LLI GRADE " " Q Q
® p ,�•N C D 0 T ABC STONE6
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12" COMPACTED SUBGRADE - t= W y'
: '•e, <. N.C.D.O.T. ABC STONE —
°� ".Aa d' 6" MIN. DENSE GRADED COMPACTED TO 98% MAX _ J
°i ABC AGGREGATE BASE DRY DENSITY OF THE MODIFIED PROCTOR U
04 ASTM D-1557/ASTM D-698 LaL ?j
d 4" MIN. OPEN GRADED FIRE ACCESS SECTION 1 Z N.C. D.O.T. ABC STONE Q W
DRAINAGE COURSE 12" COMPACTED SUBGRADE $ ¢ Z
COMPACTED TO 98% MAX w Q Z cm
N COMPACTED SUBGRADE DRY DENSITY OF THE MODIFIED PROCTOR
CBD>10 6 ASTM D-1557/STD PROCTOR ASTM D-698 d� A
12 COMPACTED SUBGRADE
COMPACTED TO 98% MAX DENSITY I ♦I
PER ASTM D 1557/ ASTM D-698
JOINT SPACING: L
6» 12 5 FT MIN TO 15 FT MAX 12" COMPACTED SUBGRADE
V)�
—I
Y
a QQ
c Z
SCALE AS NOTED
EPROJECT NO.: 660122D
COMPACTED TO 98% MAX 6" N.C.D.O.T. ABC STONE CONSTR. CONTR. NO.
FECEEn
DRY DENSITY OF THE MODIFIED PROCTOR IVEN40085-1 1 -C-4019
ASTM D-1557/STD PROCTOR ASTM D-698 MAY b ti NAVFACDRAWING ####NO.
SHEET 228 OF 228
CONCRETE PAVEMENT SECTION (101CONCRETE PAVEMENT SECTION ® APRON AREA (111 GRAVEL PAVEMENT SECTION �24 ASPHALT PAVEMENT SECTION-- - -- 13
CS-510
1 2 3 4 5 R:'o MARCH
e
PAVEMENT STRUCTURE THICKNESS TABLE
TYPE
SUB —GRADE
BASE
SF9.5
H.D. ASPHALT
12"
1 8"
1 2"

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19.37
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1 ,19.04
18.5f �..
18.93 cm
18.4 I ,, •. I
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MATCH APRON
11 7 i GRADE (TYP.)
II II I
f
II I
Il. i
CONSTRUCT ACCESS ROAD AND FIRE
E 0 0.20% SLOPE FROM NORTH
TONSOUTH FOLLOWING THE HANGAR C
'
aB.71 FLOOR SLOPE (TYP.)
I 48.9 SEE CROSS-SECTION FOR MORE
INFORMATION. -
N
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J J. 18.Uf'
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0
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s
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18.25
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CONSTRUCT 100' C
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24 SRCP ST 18"
CONSTRUCT SWALE SF-2B ® 0.50% sT-10
��s
CONSTRUCT ROADWAY
ACCORDING TO GRADES �z-.,
16" PVC ROOF DRAIN
INV EL = 15.00
10" PVC ROOF DRAIN
INV EL = 15.00
POV
PARKING
STRUCTURE
F.F.E. = 19.00
CONSTRUCT 74'
ROADWAY ® 1.0%
10" PVC ROOF DRAIN
INV EL = 15.00
CONSTRUCT 74'
ROADWAY ® 1.0%
D
WAY GRADE BREA
12" PVC ROOF DRAIN
INV EL = 15.00
10" PVC ROOF DRAIN
INV EL = 15.00
10" PVC ROOF DRAIN
INV EL = 15.00
00 n
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\\ g N N N
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SCALE: 1"=40'
0 40 80
cc-Oo1 0
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G-020CG-021 13-010
9 G-019
16 b � Og 1 G-022 G-023 CG-011 ,
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b G-026 G-027
r 22
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2 \ 20
b�21 y 3�, \ � p3
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6 '/ �AK 1 ¢ ac bro
APPROVED
CO TRUCT EARTHEN BE ON � h � 5 1' 1 4' �1 FOR COMMANDER NAVFAC
T SIDE OF THE 1 AND j o g� �2 +l h o'�2h h F2 • 2 ACW
TOFF NOFF FROM TFAf�T .SANG fV,t hg� �202��p�_ XXXXX
EAT OVERLA LO ARD GAR G sA>aFetmRr ro OA�E DD MM
AN SF-2. 06 +?gom�f2 �2p6 f2p 2°$ Des TML DRW TML cHK MWJ
ENSURE NO RMWA7R LEFT -I` ANDI � � y� p �2° <<PH/DM>X XXXX
ON SITE BY CONSTRUCTIN OFF SITE
CONVEYANCE SWALE AROU SF-3. JY 2 9+211 BRANCH MANAGER: XX
205 xxx
p"1 .�...,�,,..r" hq h9• �2 i�o 20. ../- 2p� 2°$ CHEF ENG/ARCH:
FIRE PROTECTION: XX
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1 3191
SCALE: AS NOTED
6 0'2 f� l b 19 EPROJECT NO.: 66'O1I2O
17 h' / It�1b 2p' MATCH EXISTING GI * +1 6 CONSTR. CONTR. NO.
X Ilk s 2 N40085-11-C-4019
24"Rc 12 MAY 2 2 .tUi2
NAVFAC DRAWING N0.
1 2 ##########
ST-19Go6 Fhb'/ 9 �21• K
S F- 3 is b 1 f�' h, O p 1 b SHEET 228 OF 228
1 /f b$ ' : ry �1� 2 4ATCH INE SEE SHEET CG-009 r+�_oo�
��)I,'ATC LIN SEES T CG-010 V
4 IXNM M RENSION: 10 MARCH 20M
19
u

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a
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1 2 3 4
I
(
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1g. 10.
I
`Lp°'152 ASPHALT 1/ t I
f 2p1'p2 �np " I1 ���1k
g �2g
'7
,y /l 1k I +212
II 1a' ASPHALT �1g `gYg!'�� I t� .�19
6 I
RIM
iNV1a??? rB6 g IM _ F82 7
15 1
1a1g. ~ag
�S4,.CI I V II G i
/_GRA7
•L'y6 / IFIBERGLASS I J1
I II II RIM = 18.99 PLATFORM
°'`�'" I I r 1
S I INV = ??? PAD t I 1� �g0
I
ASPHALT
8g8 `Z2® �g6 I
2 0 o III k 04 I { I II i (J I I RE GRADE EXI$�TING S� ALE AS
00''
STORY I IM = 19.00 I I I I I NECESSARY T ENSUOE POSITIVE
I I I I I FLOW TO THE SIDE [RAIN L1 � 1 a BRICK 9� I I � � t t 1/ �, 6
1k1 -t-1
I �! PERIMETER FENCE s
I BEGIN PERIMETER ROAD
I { I I SWALE CROSSING S1 CONSTRUCTION; %
o22k { I oI I MATCH EXISTING GRADE
I _ ASPHALT
,gyp?�✓ I GRASS I `a$1k
�(}� 1g01616
,aa 1a� �9 1 3
---- -- '4 INV=71d�1 1g g0 11 a a
0 18.25 1
a.,
a 'gyp �1aa 1g60 E�=�-INV$--yL 4 _ a, ,4 �Ok k �1g, k� GRASS ��'
�T— -"i'`- --�{'0-�'."�g9h1go 1'j.0 6'll gp1 '1�1� 1g601
15"RCP \ _-,to,"
gP�OMETE�-- 53 1
ASPHALT V-1 6,"�1'-17.V' a� F�1g� AD �'1 gpk n I 1��g0 18 �21
QiNV=17.39,------,j-.--------+- .gNb
1
t'_ 'SG�
11g. ry1aa �1$ GRASS INV=13.40 I 'f,a2o ---
j i 1g 'IF 2 INV=16.86 ,1 8�6 `
gk0 k6 $ a2 1 g'10 INVg11.76 ( I 1
g1a g 1 Nv=1s.a9 1g' 1 g — l CONSTRUCT 125'
— LD SWALE 3 ® 2.0%
+ �{ e I 1
I I 24" M.E.S. W/ MAN -GRATE
ASPHALT �1a (I 6°- A\
1$�19'�tI r+}tI INV=16.89 II 111gk6
� INV-17.
R HL1� k60 f1a { { ^ 1� �ti &3 �kk _� { CONSTRUCT 300'
1g `� 6 kgk ,aka 1g2kg ©aa $ask I LD SWALE 3 ® 0.90%
INV-17.46�
ASPHALT _I
K � 4-1 J
4
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1g1g' �1g 41�a I INV=1Q.75
0_ �2k1a wk�
Li
CONSTRUCT 300'
�1 1a 3 ROADWAY ® 0.50%
5 �k PUMP '`' ./'.--'�' �J 1g 1``r'" �,6' , INV=10.81
6 �61 STATION I AZ t Ad I
1 STORY 1,�4��� 1
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g I I ASPHA ' FF=1 9.82 ( 2
,5k1 �1 f,1_y/fig k�G
k6� 12g g g�1R 1-`6
-- (' IL6
ST-26 1�' � ASPHALT1d�
1 I
INV=18.86
\ \ �22 GRASS
\� I
k <Dk
15
-' GRAVEL
CONSTRUCT 300' I Kok LD SWALE 4 ® 0.90%+ �� 1g$pp
I } ( ( I ! INV=18.94
INV=18.79 � I � 1a1 g6p
I
I) I
(I O
Q>��0 �a02g06
o
(I I
INV=18.85
III I. II
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ROADWAY GRADE BREAK ( I) II {
�I I I I i�'� AND SWALE HIGH POINT
5e { Is o�� $g� I GRASS
0 1 i k10 �I I%if' CONSTRUCT 300'
�go
2 LD SWALE 5 ®0.50% F LD SWALE 6 ® 0.50% I I I
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FF=19.36
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w A � O �� 5a Jgk g1 5�p I 4!70�
w I { CONSTRUCT 600'z ti �1'1°y0 1g2o5
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{ ` MATCH E �EE SHEET CGI T
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1eg6 1591� 1 1�6 SCALE:1 =40' En
moo x 0 ,tq�; 80 m
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G-0
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\ I XXXXX
I{ SATISFAC10R/ To DATE 1POMAY
I DES TILL IDRW TML ICHK M W,J
\ <<PM/DM»: XXXX
\ ryOry ry'� BRANCH MANAGER: XX
CHIEF ENG/MCH: J(XJ(
I 52 g2 � 2
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Z EPRQIECT NO.: 6601220
I I CONC. PAD W/ ANT N (3 F CONSTR. CONTR. NO.
0 N40085-11-C-4019
1 p NAVFAC DRAWING NO.
ryp o ##########
SHEET 228 OF 228
MATCH LINEISEE SHEET CG-018WA—TCCG-01
5
H LINO SEE SHEET C - 0
ORAWFORM RIM M 10 MARON 200R
t
r

C
t
/SWALE
OUTFALL / cm
cSW.,
/COSTRUCT/ 200' ALE 0/0.65%
/ Q
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GRAVEL
GRAVEL
CONSTRUCT!Qrr" -
LD SWALE 8
30" M.E.S.
W/ MAN -GRATE
IUCT 80'
® 0.50%-27
SHEET CG-019
SHEET CG-022
1
CONSTRUCT 750'
LD SWALE 7 ® 0.50%
GRAVEL
GRASS
CONSTRUCT 300
\ LD SWALE 6 ® 0.50%
CONSTRUCT 600.
ROADWAY ® 0.00%
006
22.
,5p'I
21'
----3-- — — — II
ro GRAVEL _ I)
GRAVEL
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0
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k 6 0
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' I _ ICMPY XXXXX
xp0 N " I
ryp ' I x SARSFAC w M MTE DD MM
x I DES TML DRW TML CHK MWJ
«PM/OM»: xxxx
BRANCH MANAGER: xx
CHIEF ENG/ARCH: xxx
FlRE PROTECTION: XX
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EPROIECT NO.: 6601220
LLI Z Z CONSTR. CONTR. NO.
— J N40085-11-C-4019
w g = = NAVFACJ(DRAWING
( JNO. f( f( f( f(
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SHEET 228 OF 228
MATCH LINE SEE SHEET -020 CG-0r�LL0
AT SE SHEET
ORAWFORN REN M 10 YNCN 400D
5 MAY 0 4 2012
BY:_
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II i j N EXISTING STRIPE
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EDGE OF CONCRETE TAXIWAY 1 .19 \ 17.6 I z
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— - �8.$2 "'"LEDGE OF GRASSED SHOULDER 16.96 �3p - 7 — — 252' ®0.30%8 EXISTING TRENCH DRAINS INV'=12' 9� / `EXISTING TRENCH DRAINS _7 216' 0.30% —_�
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17.05
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« PM/DM»: XXXX
1911� / BRANCH MANAGER XX
CHIEF ENG/ARCH: XXX
RRE PROIECIION: XX
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EPROJECT NO.: 6601220
CONSTR. CONTR. NO.
^� N40085-1 1 —C-4019
NAVFAC DRAWING NO. ##########
SHEET 228 OF 228
MATCH, ,SEEMATCH LINE SEES TX'_ 1I CG-021
ORAwFVRE1 REMON: 10 MARCH 2O09
5
I
X
V
C
U

1 �
2
I
C
MANHOLE FRAME & COVER SET COVERS FLUSH IN PAVED AREAS
U.S.F. 480 RING & RA -SSG COVER 0.1 ABOVE IN UNPAVED AREAS &
OR APPROVED EQUAL 0.75 BELOW GRADE IN GRADED ROADS
FIN. GRADE GROUT
VARIABLE
BRICK
ADJUSTMENT
I
22 1 /2 N _ _I
O
4'- 0" I
5" N
2/3 PIPE DIA.
"0" RING JT. OR Ln
APPROVED
PREMOULDED PLASTIC JT. Q
SEALER W/ PROTECTIVE
WRAPPER
SLOPE 1 /2"
PER FOOT
EI /
2" MIN. LEVELING COURSE
DRAINAGE MANHOLE
FINISH
r_RAr)P
BUILDING WALL
(SEE ARCH. DRAWINGS
FOR WALL SECTIONS)
FINISH FLOOR
EL - XX.XX
Z5�DOWNSPOUT (SEE AKOH. DKAWINGS FOK NOTES:
LOCATIONS AND DETAILS)
(SEE DETAILED SECTION 1. WHERE A REDUCER IS NECESSARY FOR ROOF DRAIN PIPING TO FIT TO BUILDING DOWNSPOUT, INSTALL REDUCER WITH THE LARGE OPENING
FOR MORE INFORMATION) UP. DOWNSPOUT SHALL EXTEND 4" INTO REDUCER, WHERE APPLICABLE. USE REDUCER SIZE AS SHOWN BELOW:
METAL CAP (SEE NOTE 5) DOWNSPOUT SIZE REDUCER SIZE
REDUCER (SEE NOTE 1) 6r
3'
STEM WALL OR NO FOOTING
(SEE STRUCTURAL DRAWINGS)
TOP OF FOOTING OR
BOTTOM OF STEM WALL
EL - VARIES (SEE NOTE 3)
NARROW FOOTING
(SEE STRUCTURAL
DRAWINGS FOR
TYPE AND SIZE)
STEP FOOTING (SEE NOTE 4)
(SEE STRUCTURAL
DRAWINGS FOR
TYPE AND SIZE)
LENGTHS VARY (TYP.)
(SEE NOTE 2)
BEND (TYP.)
(SEE NOTE 2)
ROOF DRAIN CONNECTION
UNDISTURBED SOIL NARROW FOOTING, STEP FOOTING OR STEM WALL
1 ROOF DRAIN CONNECTION
�Tm n n ^^1rER
PLUG
FINISHED GRADE u PLAN
8 2'-0" 8
6' X 6' 10" X 8"
8" X 8" 12" X 10"
FINISHED GRADE 2. LENGTHS OF PIPE, TYPES OF BENDS, AND OUANTITIES OF FITTINGS MAY VARY DEPENDING UPON TYPE AND SIZE OF FOUNDATION AND/OR
EL - XX.XX SITE CONDITIONS. DETAIL, AS SHOWN, DEPICTS ONLY ONE POSSIBLE SCENARIO.
3. TOP OF FOOTING OR BOTTOM OF STEM WALL SHALL BE AT ELEVATION SHOWN ON STRUCTURAL FOUNDATION PLANS.
4. AS OFTEN AS APPLICABLE AND CONDITIONS ALLOW, ROOF DRAIN PIPING AND/OR FITTINGS SHALL ABUT OR BE IN CLOSE PROXIMITY TO
STRUCTURAL FOOTING TO BE USED AS A RESTRAINT.
5. INSTALL METAL CAP COMPATIBLE TO DOWNSPOUT SYSTEM OVER REDUCER AND SECURE WITH THREE SCREWS TO THE REDUCER. THE CAP
SHALL MATCH DOWNSPOUT MATERIAL AND COLOR. DOWNSPOUT SHALL FIT INTO THE CAP WITH A 1/2" AIR GAP ON ALL SIDES.
S. FOR FOUNDATION DRAIN DETAILS SEE DETAIL XXXX ON SHEET C-XXX.
1" FROM FACE
OF WALL
ADJUST DOWNSPOUT TO
MEET ROOF DRAIN PIPING
ETAL CAP (SEE NOTE 5)
MATCH ROOF
DRAIN PIPING
(SEE CIVIL PLANS
FOR INVERTS) 2' FROM FACE OF WALL �y * 4�
T
EDUCER
(SEE NOTE 1)
ROOF DRAIN SECTIONS
-RAME AND GRATE SEE AIRFIELD
CATCH BASIN FRAME AND GRATE DETAILS
PROVIDE TYPE "A" FOR
PIPES LARGER THAN 18"
I CI r P l l .<
:m #5 EACH FACE
ROUNDED ENTRANCE #4 AT 9" EACH WAY,
CONCRETE FILL FLOW _ 0 EACH FACE, ALL WALLS
AND BOTTOM
6" MINIMUM 00 PROVIDE 1 1/2" CLEAR
4"
BEDDING UNLESS NOTED OTHERWISE
(MIN.) (#57 STONE) INVERT ELEVATION
GIVEN HERE MINIMUM
CONCRETE LL BEDDING
FI
=E
WYE BRANCH SECTION B - B SECTION A - A (#57 STONE)
AIRFIELD SHALLOW CATCH BASIN
N.T.S.
ROOF DRAIN CLEANOUT (31 AIRFIELD SHALLOW INLET (WASH RACK AREA ONLY) 4
M
w
o
3/4" CHAMFER
w
o
WC
MITERED END SECTION FOR RCP
1
MATERIALS:
_ CONCRETE: PER MANFACTURERS RECOMMENDATION
REINFORCING: PER MANUFACTURERS RECOMMEDATION
#6 BARS OVER OPENING (OPTIONAL)
PIPE
SIZE
A
B
C
D
E
F
G
H
J
K
L
M
N
5"-18"
2'-7"
2'-1"
6"
6"
6 3/4"
1'-6"
V-7'
2'-10"
2'-4"
8"
6"
6'-10"
7'-0"
24"
2'-11"
2'-B"
6"
6"
6 3/4"
V-11"
2'-0"'
3'-6"
S-1"
7 1/2"
5"
10'-0"
10'-3 1/2"
30"
3'-6"
3'-2"
6"
6 3/4"
2'-5"
2'-6 1 2'
3'-9"
S-5"
7'
5"
11'-5"
11'-8 1 4"
36"
4'-1"
3'-10"
6"
6 3 4"
2'-9'
3'-O'
4'-6"
4'-0"
6'
6"
14'-0"
14'-4 1 2"
2
0.5' 1.0' 3.0' 1.0'
S�OPe SUMP 1.0' c
ELEVATION yj
GRADE VARIES
(SEE NOTE 1)
DOWNSPOUT
METAL CAP (SEE
NOTE 5)
AIR GAP / OVERFLOW
(DO NOT CAULK)
2
C
SEAL
E m
BEARING BAR-3/8"X 5"
AT 1 3/8" ON CENTER
SLOT FOR
CROSS BARS SECTION
3/8" A
ENDS AND
1 3/4"
SIDE BAND-3/8"X4 1/2"
A - A END BAND
B 3/8NX 5"
ROSS BAR
A 1/4"X 3 1/2"
AT 4" ON CENTER
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1 EACH CROSSING
1 3/4"
ACTM
XXXXX
FULL LENGTH
AIRFIELD
B SECTION B — B
CATCH BASIN GRATE
SATSFACI0IO'TO DATE DD MM
DES TML
DRW TML CHK MWJ
«PM/DM»: XXXX
MANAGER: XX
L 1 /4"X 3"X 5"
3/8 V
L 1 /4"X 3% 3"
1/4"X 3"X 3"
C
12" DEEP (
TURN -DOWN
0 ALL EDGES 4" FABRIFORM AIRFIELD CATCH BASIN FRAME
MATTRESS
N.T.S.
REFER TO N.C.D.O.T. STANDARDS
FOR WEEP -HOLE ARRANGEMENT
NOTES:
1. SUMP ELEVATION EQUALS PIPE ELEVATION WHICH IS ONE FOOT BELOW FINISH GRADE
ELEVATION. SEE STORM STRUCTURE TABLE ON SHEET CG-008 FOR M.E.S. INVERTS.
2. THIS IS AN APPROVED EQUAL TO THE USE OF SCOUR STOP STORMWATER TREATMENT.
51 CONCRETE SUMP AT MITERED END SECTION (6A AIRFIELD SHALLOW INLET
2' X 4'
CLEAR
SECTION C—C
3 ' 4
CHIEF ENG/ARCH: xxx
FIRE PROTECTION: xx
GRATE & FRAME
SHALL BE FLUSH
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MAY 0 4 2012
1 x
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CIE: AS NOTED
EPROJECT NO.: 6601220
CONSTR. CONTR. NO.
N40085-11-C-4019
NAVFAC DRAWING NO.
SHEET 228 OF 228
CG-510
5
DRNKORM REVISION: 10 MARCH 2000

1 2 3 4 5
s
a
a
N
6
MATCH EXISTING
GRADE
c
PERIMETER SECURITY FENCE (TYP.) PERIMETER SECURITY FENCE (TYP.)
SEE PLANS FOR LOCATIONS SEE PLANS FOR LOCATIONS C
D L D
24' ACCESS ROAD 6' 12' GRASSED 24' ACCESS ROAD 6' w
12' GRASSED a
MATCH EXISTING SHOULDER TYP. GRASSED MATCH EXISTING SHOULDER TYP. GRASSED cc��
GRADE SHOULDER MATCH EXISTING GRADE 10, ii
SHOULDER
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ASPHALT PAVEMENT ASPHALT PAVEMENT '
'7 STRUCTURE A5- STRUCTURE
I I y!", 5eM. ' gF9peey O
SECTION A -A (N.T.S.) T
1 SECTION B-B (N.T.S.) 2 t ta; Sys
3
PERIMETER SECURITY FENCE Sex
GUARDRAIL �
mi
ROADSIDE SWALE 6' 24' ACCESS ROAD 6' MEDIAN SWALE 6' 24' ACCESS ROAD 13' TOTAL SHOULDER w
HANDRAIL Z
WIDTH VARIES GRASSED GRASSED WIDTH VARIES GRASSED 10' GRASSED SEE STRUCTURAL DWGS z 'A - w
SHOULDER SHOULDER SHOULDER w
CONCRETE
CURB SHOULDER w s mmLL
F o N
� m�a
WASH 2.0% .0% 2.0% Q T m
> RACK —� 6=� 0 � p
N Q ~ -'A/E INFO
oAPPROVED
0 O ASPHALT PAVEMENT FOR oEx NAT0C
STRUCTURE °Cr""
XXXXX
6" FORCE
< ASPHALT PAVEMENT MAIN sATuAmw m DATE DD M
STRUCTURE RETAINING WALL DES TML I DRW TML I CHK MWJ
c CONSTRUCT 250 L.F. OF SEE PLANS FOR «PM/DM>Y. XXXX
3 SWALE ® 2% - SEE GRADES WETLANDS BRANCH MANAGER
PLANS FOR FINISH GRADES 16" WATER XX
o CHIEF ENG/ARCH: xxx
0
FIRE PROTECTION: J(J(
2" GAS' B
TELECOM CONCRETE s o
DUCTBANK $
U Q
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zzZs < o
SECTION C-C (N.T.S.)
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PERIMETER SECURITY FENCE i a <
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W Q
24' ACCESS ROAD + co
'd 24' ACCESS ROAD GRASSED AREA WITH LOCATIONS FOR MECHANICAL / w Co 0
o ELECTRICAL EQUIPMENT AND SUPERSTRUCTURE FOOTINGS 20' FIRE LANE 6' MEDIAN SWALE 6' 30' BUS LANE 10' SIDEWALK 6' GRASS W \W Z
WIDTH = 37' (TYP. GRASSED WIDTH VARIES GRASSED ~ / Q
SHOULDER SHOULDER J
U C�
E
J Z Z
1.5% 3.0% (TYP.) p
—� 1.50% 1.50% W
--� 6.07.� �� G GARAGE W a PARKINCD
HANGAR BUILDING F z N
Lit
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ASPHALT PAVEMENT
STRUCTURE c z
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EDEwE SCALE: AS NOTED
SEE PLANS FOR ASPHALT PAVEMENT EPROJECT NO.: 6601220
GRADES STRUCTURE MAY 0 4 2bi2 CONSTR. CONTR. NO.
N40085-11-C-4019
NAVFAC DRAWING NO.
yayaaaaa
Ll
w
SHEET 228 OF 228
=SETION D-D (N.T.S.) 4
CG-511
J
Y
DPAWFORM REVBpN: 10 wVAQ,
- - - - —-

2 3 4 5
CLAY LINER NOTE: VERTICAL SCALE: 1 " = 5' a
24" FROM ST-3 IN -SITU CLAY SHALL BE USED AS SAND FILTER BOTTOM LINER. IF CLAY IS NOT ENCOUNTERED 0 5 10
B IN THIS AREA, CLAY EXCAVATED FROM OTHER AREAS OF THE SITE CAN BE USED. IN THIS EVENT `z
CG513 o \ w
USE FRAME & GRATE COMPACT THE FILL SOILS AT A MOISTURE CONTENT OF -1 TO 3 PERCENT OF THE OPTIMUM
6515-6117 OR A,E. MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8 INCHES. CLAY LINER SHALL BE 8 INCHES MIN, o o o 0
THICKNESS. PERMEABILITYLA ALL NOT EXCEED 0.01 IN/HR20
85' SOD ALL SIDE BANKS OF FOREBAY AND SAND FILTIERI.
I
0.6T 0.67' SEDIMENT DEPTH TEMPORARY WATER �'I N
0 GAUGE t _._..__ � (TYP.) EL=15.00 - 0
EL 15.0
- - - - - - - - - F- --- - -. - 15
N f-
13't I
D , D
0 o SLOTTED GRATE TOP EL-13.00
�'
a' A EL=12.25 o o o
EL-� 6„ pVC --- N,
_ n� - - c� N
CG513 '`�
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ccs�3 I FOREBAY ,
10.00 DR IN_L1NE 3� - _ ! _.__ - 10 H- = oI a
N INVL10.00 ---- N v~ w N
o SOLID GRATE TOP I INV=9.00 3" 57 RAVEL SURFACE ( )'� v z a
EL=7.50 TOP OF (SAND MEDIA
r7' - IN -SITU CLAY SAND MEDI EL=6.00
0.67' 6" NON -PERFORATED j
PVC PIPE TO ST-3 _-'._- r-.--- ---......-_;-_.- 5
1' MIN. SEPARATION TO SHWT
I I I
0 6° PERFORATED PVC
' N Q 0.50% MIN.
SEE CLAY LINER NOTE
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130
B USE FRAME GRATE
CG51 6515 HA OR A.E.
/ HORIZONTAL SCALE: 1" = 10' 0 10 20
PLAN VIEW NORTH
�`,JpU6�eanii6ttbf�,+i
SAND FILTER BASIN SF-2
2
C C.)
'x U
CLAY LINER NOTE:
C IN -SITU CLAY SHALL BE USED AS SAND FILTER BOTTOM LINER. IF CLAY IS NOT ENCOUNTERED
N THIS AREA, CLAY EXCAVATED FROM OTHER AREAS OF THE SITE CAN BE USED. IN THIS EVENT C
COMPACT THE FILL SOILS AT A MOISTURE CONTENT OF -1 TO 3 PERCENT OF THE OPTIMUM VERTICAL SCALE: 1" = 5' a''�s,,,,,,a"°
MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8 INCHES, CLAY LINER SHALL BE 8 INCHES MIN. 0 5 10 SEAL
6" - 90° BEND C THICKNESS. PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. S
6" SOLID PIPE & ccs qm
ti
�' Y ? o m
CLEANOUT PLUG TOP OF SAND z g
PARALLEL TO TOP SOD ALL SIDE BANKS OF FOREBAY AND SAND FILTER Z my o w
OF WALL
- - - - - - 20 Y o n ._
H(MAX) = 3.0' SEDIMENT DEPTH TEMPORARY WATER � `�
EL=17.00 TOP OF WEIR EL=17.00 a
Q N
- ( ) - GAUGE SURFACE (TYP.) EL=17,00 a z
a
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N '� 6. 50' ¢ rc a
2� - 1 EL=15.00 EL 14 67 15 'AiE NFo
1.5 _ --- -
,� 6' NON -PERFORATED 12.00 I�' N APPRovEO
PVC PIPE TO ST-3 ROREBAY N
EL 6' PVC DRAIN'' LINE 37
2' X 1' OPENING (TYP.) EL=11.00 TOR OF SAND MEDIA
INV 1 2.00 3 57 GRAVEL SURFACE ( ) FOR COMMANDER NAVFAC
EL-9.3C1-..____.-__.._ -_ __._ _ _ ACiMi7
- _ - _ .__ ------ -- -- -- INV=]_1 D9_ SAND MEDIA _ ,_._ -- 10
C
MIN 6' 57 STONE cc513 XXXXX
' # SECTION A SAND MEDIA IN -SITU CLAY SATISFACTORY TO DATE DD MM YY
1" = 10' PERMEABILITY RATE OF 3.5 FT/DAY (MIN.)
EL=9.50
oEs TML ORW TML cHK MWJ
1' MIN. «Pre/DM»: XXXX
- --' SEPARATION 6° PERFORATED PVC
_._.
}. -__. -_ ____.TO SHWT- ( ) - - Ir.-_ _-__.-__ 5 BRANCH MANAGER: XX
,� P��O�'lN -0�,�`0� M1N CHILE ENc/ARCH: XXX
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
FIRE PROTECTION: xx
0 o w
B USE FRAME &GRATE SEE CLAY LINER NOTE < z B
6515-HA OR A.E. HORIZONTAL SCALE: 1" = 10' 0 1 0 20 0 Elf x
USE FRAME & GRATE
Z W
6515-6117 OR A.E. = ..°J
z 22' 22' w � CL
Z Z o O
a To' 10 10' 10'
CLEAR OPENING CLEAR OPENING CLEAR OPENING CLEAR OPENING SAND FILTER BASIN SF-3 Z a z 0 <
w �v �
LLJ
s 3
0.67' 0.67' 0,67' 0.67' 0.67' 0.67' O > O
TOP -18.75 o TOP=18J5
U L� 1
TT - - T-" CLAY LINER NOTE: Z
IN -SITU CLAY SHALL BE USED AS SAND FILTER BOTTOM LINER. IF CLAY IS NOT ENCOUNTERED VERTICAL SCALE: 1" = 5'
EL=17.00 (TOP OF BYPASS WEIR) IN THIS AREA, CLAY EXCAVATED FROM OTHER AREAS OF THE SITE CAN BE USED. IN THIS EVENT 0 5 10
SEDIMENTATION INTERNAL COMPACT THE FILL SOILS AT A MOISTURE CONTENT OF -1 TO 3 PERCENT OF THE OPTIMUM z W ¢
EL=15.00 (TOP OF OPENINGS) WEIR H(MAX) = 3.0' CHAMBER BYPASS MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8 INCHES. CLAY LINER SHALL BE 8 INCHES MIN. W Q CD Z
EL=1a.00 (TOP OF SAND) OPENING CHAMBER THICKNESS PERMEABILITY OF CLAY SHALL NOT EXCEED 0.01 IN/HR. - 20 Z
- -----. . ----- - - -- -T _. -- -- - - --- -
- - - - - I- 0 'x
EL=12.50 (BOTTOM -UPSTREAM) SOD ALL SIDE BANKS OF FOREBAYj AND SAND FILTER W Q W 0
EL=12.25 (BOTTOM - DOWNSTREAM) ! ! L.r M
TOP OF INTERNAL co 0
SEDIMENT DEPTH BYPASS WEIR: W W
N EL-15.C10 GAUGE TEMPORARY WATER H Q
N >-- --- _ _ _ SURFACq (TYP.) ( EL=15.00 -iFr CL
THICKNESS NDVARIES SECTION C „ _.-_ - - - - t - r 15 U
- - - -
e 1.5 MIN. 6 PVC DISCHARGE EL=13.00 EL=1281 Z
SEDIMENTATION SECTION B NTS PIPE TO ST-3
NTS 6" PERFORATED PIPE I.E.=12.25 J > W
CHAMBER FILTER FABRIC COMPACTED - EL ( # 7 GRAVEL SURFACE I w ¢ z
Q 0.FA SLOPE SUBGRADE I10.00 FOREBAINV=10.00 RAINPLNVE 9 90 3 SSAND MEDIA EL-10.Od (TOP OF 10 Z (�
SUBGRADE - SAND MEDIA) w O N
COMPACTED
EL 8.40 0
IN SITU CLAY r z a- �
5 N CC
EL 8.50 6" PERFORATED PVC UNDERDRAIN Q G
_ SEPARATION TO SHWT -- N. ( i) a >
- 1' MIN. SE ° - I 5 w ¢
- _ -- o � z
N -10 0 10 20 30 40 50 60 70 80 90 100 110
SCALE: AS NOTED
A 'c. .p- A ED EPROJECT NO.: 6601220
NOTES: 0 10 20 SEE CLAY LINER NOTE ;., N 101[ CONSTR. coNTR. No.
1. UNDERDRAIN PIPE INSIDE SAND FILTER CHAMBER SHALL BE PERFORATED PVC PIPE. HORIZONTAL SCALE: 1" = 10' 2 N400ING NO. C-4019
2. PIPE EXITING INTERNAL BYPASS CHAMBER SHALL BE SOLID PVC PIPE. Z!l�lJ
U NAVFAcJ�DaJ�Aw�i(N�c( Nod( J� J� �(
SHEET 228 OF 22$
1 SAND FILTER BASIN SF-4 4
w
CG-513
SAND FILTER BOX SF-1
ORAWFORM REVISION: 10 MARCH 2O09
L�
2 3 4 5
T - ---

1 2 3 4 5
18" RCP 24" RCP TO g
FROM ST-4 ST-8 IN SF-2
8" 4'-8" 8" 8"1 4'-8" 8"
i�
to
co o
O
D ^� D
W
oa
a NORTH 4J
NORSH N.T.S. As 0
M
24" RCP 24" RCP 24" RCP 18" RCP a o
TO SF-1 TO ST-2 FROM ST-11 :A — TO ST-9
CATCH BASIN GRATE
2• e^ 2• CATCH BASIN GRATE 2' e" 2' „
SOLID MANHOLE LID SOLID MANHOLE LID
-ME:±
00
TOP EL = 18.25 TOP EL = 16.00
aD� •�
m
llC A Rlpfpp
TOP OF WEIR EL = 17.07 TOP OF WEIR EL = 14.08 *°*� �•.'rSS%...
15" RCP 6" PVC 18" RCP
FROM ST-6 UNDERDRAIN FROM ST-14 �D
FROM SF-1
INV.(24"RCP)=14.00 INV. 24"RCP =10.25 ( " ) iAYp2"'ll 1\�
INV. 18 RCP =10.25
INV. 15"RCP =15.00 INV.(24"RCP)=10.25 sm
00 INV. 18 RCP =14.00 O °D INV. 18"RCP)=10.25 g$9
OINV.(24"RCP)=1 1.50
W y4"
NOTES: INV.(6"PVC)=11.50 NOTES: W <
US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY) US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY) z � 0."
4,000 PSI TYPE II CEMENT 4,000 PSI TYPE II CEMENT °
o
WALL REINFORCING: PER MANUFACTURER'S RECOMMENDATION WALL REINFORCING: PER MANUFACTURER'S RECOMMENDATION s o
U <LL m
E (=jp
E ST-3: BYPASS STRUCTURE DETAIL 1 ST-10: BYPASS STRUCTURE DETAIL 2 = < 'A/E
w
wAPPROVED
N
24" RCP TO 24" RCP TO
ST-19 IN SF-3 ST-24 IN SF-4
g" 4'-8" 8" 8" 4'-8" 8" FOR COMMANDER NAVFAC
AC11V1IY
oN xxxx \
r SATISFACM TO DATE DD MM
DES TML I DRW TML I CHK MW,J
«PM/DM»: X)=
o BRANCH MONGER )0(
"
o 00 CO CHIEF ENG/ARCH: XXX
0
FlRE PROIECIION: XX
B i B
NORTH NORTH I �
N.T.S. v N.T.S. 0 c.3 W
Q
0 18" RCP AL18" RCP z Z p
5 TO ST-18
TO ST-23 w Z J
�i2> w 0
Sol C.)
8 C7 Z
N
% ,z zpw
OC 00 U
a" CATCH BASIN GRATE W
o SOLID MANHOLE LIDS E LID Z a_ Q
SOLID MANHOL Z Q 0
W
CO o TOP EL = 19.00 TOP EL = 14.10 co W
C000 Z
co� 0D J a" Q
INFLOW INTO ST-25
E TOP OF WEIR EL = 15.10 TOP OF WEIR EL = 13.17 Q Z
VIA OVERLAND AND
GRASSED SWALE J W
W
5 p
a 24" RCP $ j ¢ z <
FROM ST-21 La (>
�Z o N
A (0 1 1 INV.(18"RCP)=12.35 OINV.(18"RCP)=10.60
cn
1:D INV. 24"RCP =10.60
INV. 24"RCP =10.25 EF( ) c�
00 INV. 24 RCP =10.25 c z
y SCALE: AS NOTED
?' a NOTES: EPROJECT NO.: 6601220 NOTES:
s US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY) US FOUNDRY #1325 SLAB TYPE RING AND BF COVER (MEDIUM DUTY) CONSTR. CONTR. NO.
4,000 PSI TYPE II CEMENT 4,000 PSI TYPE II CEMENT MAY 2 2 .[012 N40085-11-C-4019
NAVFAc DRAWING No.
WALL REINFORCING: PER MANUFACTURER'S RECOMMENDATION WALL REINFORCING: PER MANUFACTURER'S RECOMMENDATION
i ##########
ii a:
SHEET 228 OF 228
ST-20: BYPASS STRUCTURE DETAIL 3 ST-25: BYPASS STRUCTURE DETAIL 4
CG-514
J
OR/IgFOfl11 REVISION: 10 MARCH ZOOM
1 2 3 4 5

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1
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