SW8891010_APPROVED PLANS_20140501

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 $q IOIO
DOC TYPE
❑ CURRENT PERMIT
Fil APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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DRAINAGE BASIN MAP
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ENERGY EFFICIENCY IMPROVEMENTS
P=1449B GROUP # 1
SUBMISSION TITLE: PRE -FINAL
MARINE CORPS BASE
CAMP LEJEUNE, NC
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SHEET -- OF
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5 DRAWFORM REVISION: 10 MARGH 2008

SYM
REVISIONS
DESCRIPTION
�.L'E APPROVED
11
m
u
MARINE CORPS BASE
CAMP LEJEUNE NC
ELECTRONICS /COMMUNICATIONS
MAINTENANCE SHOP
Index of Drawings
SHEET
SHEET TITLE
EFD DWG, NO.
NAVFAC DWG. NO.
SHEET
SHEET. TITLE
EFD DWG. NO.
NAVFAC DWG. NO.
TI
TITLE SHEET
PI
BUILDING NO. I PLUMBING
P2
BUILDING NO. 2 PLUMBING
LI
LOCATION MAPS
M i
BUILDING NO. I 'H'VAC
M2
BUILDING NO. 2 HVAC
M3
PLANS 8 SECTIONS
BI
BUILDING NO. I BORING LOGS
M4
PLANS 8 SECTIONS
B2
BUILDING N0. I BORING LOGS
M5
CONTROLS
B3
BUILDING NO 2 BORING LOGS
M6
CONTROLS
B4
BUILDING NO. 2 BORING LOGS
M7
DETAILS 8 CONTR01_S
M8
DETAILS
M9
SCHEDULES
MIO
STEAM DISTRIBUTION SYSTEM
CI
DEMOLITION PLAN BUILDING NO. I
MII
STEAM DISTRIBUTION SYSTEM
C2
DEMOLITION PLAN BUILDING NO. 2 -
M12
STEAM DISTRIBUTION SYSTEM
ZONE I
M13
STEAM DISTRIBUTION SYSTEM
C3
DEMOLITION PLAN BUILDING NO. 2 -
M14
STEAM DISTRIBUTION SYSTEM
ZONE 2
M15
STEAM DISTRIBUTION SYSTEM
C4
LAYOUT 8 PAVING PLAN BUILDING NO. 1
MI6
STEAM DISTRIBUTION SYSTEM
C5
LAYOUT 8 PAVING PLAN BUILDING NO. 2 -
M17
STEAM DISTRIBUTION SYSTEM - DETAILS
ZONE I
MIS
STEAM DISTRIBUTION SYSTEM - DETAILS
C6
LAYOUT 8 PAVING PLAN BUILDING NO. 2 -
ZONE 2
C7
GRADING 8 DRAINAGE PLAN BUILDING NO.1
C8
CRADING 8 DRAINAGE PLAN BUILDING NO.2
El
BUILDING NO. I SITL ''_AN
ZONE I
E2
SITF PFTAILS
C9
GRADING 8 DRAINAGE PLAN BUILDING NO.2
SITE DEfAi_S
ZONE 2
E4
SITE DETAILS
CIO
WATER DIST, 8 SAN, SEWER PLAN -
E5
BUILDING NO. I LIGHTING PLAN
BUILDING NO. I
E6
BUILDING NO. I POWER PLAN
C!!
WATER DIST, 8 SAN. SEWER PLAN -
E7
BUILDING NO. 1 RISER DIAGRAMS
BUILDING NO, 2 ZONE I
E8
BUILDING NO. I PANEL SCHEDULES
C 1 2
WATER DIST, 8 SAN. SEWER PLAN -
E9
BU I! D I r-lG NO, I PJ]Fs(.HFPI_II r -,
BUILDING NO. 2 ZONE 2
E10
BUILDING NO. 2 >IiL rL,;N DART A
C13
PAVING DETAILS
Ell
BUILDING NO. 2 SITE PLAN PART B
C14
DRAINAGE 8 EROSION CONTROL DETAILS
E12
BUILDING NO. 2 LIGHTING PLAN
C15
WATER 8 SAN. SEWER DETAI'_S
E13
BUILDING NO. 2 POWER P!-AN
C16
PUMP STATION DETAILS
E14
BUILDING NO. 2 RISER LIAGRAMS
Cl'
STORM DRAINAGE PROFILES BUILDING
E 1 5
BUILDING NO. 2 PANEL SCHEDULES
No. & 1'
E16
LIGHTING FIXTURE DETAILS
CIS
SAN, SEWER PROFILES BUILDING NO.1
E17
LIGHTING FIXTURE DETAILS
C19
FORCE MAIN PROF!'_E dJILLP'' NO.2
E18
LIGHTING FIXTURE DETAILS
ZONES 1 8 2
E19
LIGHTING FIXTURE DETAILS
Al
BUILDING NO. I FLOOR PLAN
A2
BUILDING NO. I ELEVATIONS
A3
BUILDING NO. I SECTIONS 8 DETAILS
A4
BUILDING NO. 2 FLOOR PLAN
A5
BUILDING NO 2 ELEVATIONS 8 SECTIONS
A6
WALL SECTIO^;3
A7
WALL SECT 11D'!S
A8
WALL SECTIONS 8 DETAILS
A9
ROOF PLANv8 DETAILS
A10
FINISH SCHEDULE
All
DOOR SCHEDULE 8 ELEVATIONS
Al2
DOOR DETAILS
A13
FRAME DETAILS
A14
FRAME 8 MISCELLANEOUS DETAILS
A15
PLAN DETAILS
A16
ENLARGED TOILET PLANS
A17
TOILET DETAILS
A18
MILLWORK ELEVATIONS 8 CET,:I'_S
A19
REFLECTED CEILING PLANS
A20
ENLARGED CEILING PLAN 8 DETAILS
A21
FLAMMABLE STORAGE BUILDING
SI
FOUNDATION PLAN BUILDING NO. I
32
FOUNDATION PLAN BUILDING NO. 2
'D
S3
S4
ROOF FRAMING PLAN BUILDING NO. I
ROOF FRAMING PLAN BUILDING NO. 2
P D
S5
FOUNDATION SECTIONS 8 DETAILS
il1A
OCT ,
S6
MASONRY SECTIONS 8 DETA!I_S
S7
SECTIONS 8 DFTA I LS
L) E N1
S8
SECTIONS 8 DETAILS
Vicinity Map
RAh^l C ^ A W / MO %1L
Symbol / Material Indications
NUMBER INDICATES
SECTION
SHEET NUMBER WHERE
ELEVATION, SECTION
OR DETAIL IS TAKEN
Al
ADDITIONAL SHEET
REFERENCES
O O
° CONCRETE
1111111111111111
r/z/z/A/0
IIII=1111=- =1lll=llll
LETTER INDICATES
ELEVATION OR DETAIL
SHEET NUMBER WHERE
ELEVATION, SECTION
OR DETAIL IS DRAWN
somenel
MENEEMENEW RIGID
BEEMOSEEME INSULATION
GYPSUM BOARD
WOOD BLOCKING
HARDWOOD
iiii PLYWOOD
SAND OR ACOUSTICAL
GRAVEL TILE
�HERRY POINT
AC BOMBING
RANGE BT-11
MCOLF ATLANTIC
ALF BOGUE
N
(I I" _ 145 Mi.
Abbreviations
ACOUST. ACOUSTICAL
A,F.F,
ABOVE FINISH FLOOR
BLDG.
BUILDING
B.U.
BUILT UP
CLG.
CEILING
CMU
CONCRETE MASONRY
UNIT
CONC.
CONCRETE
CONT.
CONTINUOUS
DET.
DETAIL
ELEV.
ELEVATION
EQ.
EQUAL
E.W.
EACH WAY
EXIST.
EXISTING
FIN.
FINISH
FLR.
FLOOR
FNDTN.
FOUNDATION
FURR.
FURRING
GYP. BD.
GYPSUM BOARD
HDWD.
HARDWOOD
H.M.
HOLLOW METAL
HORIZ.
HORIZONTAL
INSUL.
INSULATION
L.F.
LINEAR FEET
MAS.
MASONRY
MTL.
METAL
MTD.
MOUNTED
N,T,S.
NOT TO SCALE
O.C.
ON CENTER
OPNG.
OPENING
PLYWD.
PLYWOOD
REINF.
REINFORCING
RESIL.
RESILIENT
SHT.
SHEET
STL.
STEEL
0-
7
v�
N 0.
1633 I
QUALITY REVIEW
CHECKED BY
Gantt Huberman Architects
Charlotte, North Carolina
EFD DWG NO 302005
JOB ORDER NO 5F8095
STA PROJ NO. P-679
DES. JAH DRWN TPM
__. PROJ MGR MS,I CH ARCH /E
EFDRVD FP
BR MGR DES DIR
APPROVED DATE ,
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ACTIVITY- SATISFACTORY TO
APPROVED DATE
FOR EFD FORCOMMANDER NAVFAC
JAH
0 145 fi 90 435
1 1 1 1 1 1 1
STRUCT. STRUCTURAL
TYP.
TYPICAL
VERT.
VERTICAL
V.C.T.
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TILE
WD.
WOOD
W.W.F.
WELDED WIRE FABRIC
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PROD D � �jq1 DI0
DATE 3- 1- 59
T1
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EPARTMENI OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
ATLANTIC DIVISION
iAVAL STATION NJRI OLK, VIRGINIA
MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA
ELECTRONICS / COMMUNICATIONS MAINTENANCE SHOP
TITLE SHEET
SIZE CODE IDENT NU NAVFAC DRAWING N0.
F 80091 4202005
CONSTR CONTR. NO N62470- 88-B-8085
SCALE SHOWN SPEC 05 - 88 - 8085 SHEET I OF 93
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DEPARTMENT JP '-f NAVY NAVAL PAC. L..T IES ENGINEERING
J.N. Pease Associates Gantt Huberman Architects ATLANTIC DIVISION'
Charlotte, N.C. Charlotte, North Carolina NAVAL sTA-vN
EEC) DWG NO 302007 MARINE CORPS BASE CAMP LE'
�OR ORDER N� 5FB085 _. ELECTRONICS / COMMUNIC
-A PNC R-G7^"
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I REVISIONS 7
SYM DESCRIPTION I DATE I APPROVED
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25' 01 25' 50
5
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12 11
DEMOLITION NOTES
lO CLEAR WOODED AREA TO NEW CLEARING LIMIT LINE.
O2 DEMOLISH EXISTING CONCRETE HEADWALL.
O3 REMOVE EXISTING WOODEN POST FENCE.
Q REMOVE EXISTING GRAVEL PARKING AREA. (THICKNESS = 2")
O REMOVE EXISTING CHAIN LINKFENCE GATE.
O REMOVE 30 FEET OF EXISTING CHAIN LINK FENCE.
O REMOVE 94 L.F. OF EXISTING CONCRETE STORM DRAIN PIPE.
O REMOVE- SCATTERED PINE TREES.
O SAW CUT EXISTING PAVEMENT AND REPLACE WITH NEW
ASPHALT AND BASE COURSE. REMOVE CONCRETE CURB
TO NEAREST JOINTS AND REPLACE.
10 REMOVE APPROXIMATELY 270 L.F. OF EXISTING CONCERTINA WIRE.
II REMOVE APPROXIMATELY 10 L.F. OF CORRUGATED METAL
STORM DRAINAGE PIPE.
12 SAW CUT AND REMOVE APPROXIMATELY 26 L.F.
OF CONCRETE CURB .
N 2+00
N-1400
N 0+00
4
OCT i 6 V
D E M
9-R-aJ
C-3
DE PART MEN' NA, NAVA, FACL TIES ENGINEERING .OMMAND
J.N. Pease Associates Gantt Huberman Architects ATLANTIC DIVISION
Charlotte, North Carolina
Charlotte, N.C. NAIAD s'ATION N IPFOLK,YIRGINIA
EFD DWG NO 302009 MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA
— �oR ORDER N0 51`8085 ELECTRONICS / COMMUNICATIONS MAINTENANCE SHOP
••••pimnr tq -A PRO, NC. P-679
DES. DTG -)PWN. JIS DEMOLITION PLAN
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%7c1H4202009
E`- ��,•° ACT,v�T� SATI'FACTORY F 80091
���y�QpOR�4•• APPROVED DATE CONSTR CONTR NO N62470-88-8-8085
FOR EFD FOR COMMANDER NAvFAC SCALE SHOWN SPEC 05-88-8085 SHEFT 5 OF 93

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Charlotte, North Carolina
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DES. DTG
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ACTIVITY- SATISFACTORY TO
APPROVED DATE
EFD FOR COMMANDER NAVFAC
.FOR
ATLANTIC DIVISION
NAVAL STATION '-- NORFOLK , VIRG"
MARINE CORPS BASE CAMP LEJEiME. NORTH CAROLINA
ELECTRONICS ! COMMUNICATIONS MAINTENANCE SHOP
GRADING AND DRAINAGE:
PLAN BUILDING NO, 1
SIZE CODE (DENT NO NAVFAC DRAWING NO.
F 80091 4202013
CONSTR CONTR NO. 0062470-n-6-iM
KALE SHOWN ISPEC. 05-66-00e5 ISMEET 9 OF 93
5

ISSUE N
DATE TO
$VM
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NIO+00 L - 1 ----_
NEW STORMWATER INFILTRATION , —
POND. SIDE SLOPE 5 : 1. DURING THE
CONSTRUCTION PHASE, REPLACE TEMPORARY GRAVEL
USE 4POND AS TEMPORARY SEDIMWAY WITH STONE FILTER ENT NT CHECK DAM L
TRAP. ONCE CONSTRUCTION IS COMPLETE SEE DETAIL 8 C-14
AND SITE IS STABILIZED, REMOVE
SEDIMENT AND REPLACE FILTER WITH
j SPILLWAY. SEE DIET. I /C-12.
F NEW RIP -RAP
C-8 C-14 SEE DETAIL
1 — -(I ) -- -- — --
1 / ❑ 2
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PR(1VIIlF 171DC4AD / �/ NEW FLARED END SECTION
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REVISIONS
DESCRIPTION
OCT 1 6 1969
OEM
_oJ
Compacted soil 2
DATE I APPROVED
,
511E DET. U/C-14 I Construction L Remove std pr,Iy Aspoae of all trees, brush. stumps, and other objec-
H I 'LET PROTECTION T.E. 16.50 Specifications tionablem'cr'Af'
X
C-8 C-14 EE DET. (TYP) E7-F-50.00 t UM�m �� section �all
�gnr��
- -
--N6+00-
— IEmmdiatdmtmpatledikebomlbwetuoypantJ=ths cieva-
� tiom pm de speaficd settlement.design
4. Provide sAfficlent room aroud diversions b permit machine regrading W
clmroet.
i Vegetate the ridge immediately After wrntrmuimn, unless it win remain in
X - OI O 00 paw less than 30 Waking days.
T1 O+ + + Maintenance Impact temporary diva" saxan aWeekdafoereveryrainfall.immediate.
p� O ly remove sediment from the flow nes and rgnir the diversion ridge. Careful-
W i W W h' check outlets and make timely repairs as needed When the arcs protected is
< + permanently stabilized, remove No ridge and the charnel No bled With the
mstund ground level and appmpdatehy stabilize it.
TEMPORARY DIVERSION DITCH
NOTE: THE ORIGINAL SITE SURVEY WAS PERFORMED -8
BY J.N. PEASE ASSOCIATES IN AUGUST OF 1988. -
SINCE THAT TIME, THE NAVY HAS REGRADED
SOME AREAS OF THE SITE. THE °NEW° EXISTING _
GRADES WERE PROVIDED BY L.A.N.TDAV. AND
N5+00 I N CORPORATED INTO THE ORIGINAL SURVEY.
C-9
C8
DEPARTMENT OF '-I NAVY NAVAL FACILITIES ENGINEERING COMMAND
J.N.
N Pwse Asiliodoes Claritt
thCafolinaArchitects ATLANTIC DIVISION
Charlotte,
Charlotte, N.C. NAVAL STA'ION N'JRFOLK, VIRGINIA
EFD DWG NO. 302014 MARINE CORPS BASE CAMP LEJEUNE. NORTH CAROLINA
OII OI • N GRAPHIC SCALE- Irt= 25t-Ott JOB ORDER NO. 5FOM ELECTRONICS / COMMUNICATIONS MANJTENANCE SHOP
R ;T4 PRO.. NO. P-679 _
+' - ,,,,drrrrr'A N DES DTG CRWN J1S GRADING AND DRAINAGE PLAN
tDI' ~I C� , PROD MGR. DTG CH 4RCR/ENGR JAH W W' 29t 0' 25' 50'
• O p•'' S J •• 9 •:• EFp RVC F P
• --- BUILDING NOs 2 ZONE 1
EIR MGR _._----DES DIR__—
• - 9963,�� ! APPROVED DATE SIZE CODE (DENT NO NAVFAC DRAWING NO
m:
:�O•'•,A6Is'; .' , ACTIVITY- SATISFACTORY TO F 80091 4202014
°• APPROVED DATE CONSTR CONTR NO N62470-88-8-8085
FOR EFD FOR COMMANDER NAVFAC SCALE SHOWN
SPEC. OS-88-8085 SHEET 10 OF 93

REVISIONS
SYM DESCRIPTION
DATE I APPROVED
-d 1
IS- SUE N
DATE I'
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BREAK OFF GROOVE
OR BELL END
II �R
PIPE ,BARREL
PLAN ROUNDED ENTRANCE
(UPSTREAM HEADWALLS ONLY)
SLOPE SWALE BEHIND DOWNSTREAM HEADWALL AS SHOWN -
HEADWALL I/4":I' PROVIDE ROUNDED ENTRANCE FOR
UPSTREAM HEADWALL (SEE DETAIL)L An
QtG
0
b
C i S
oowJ
` I
I I I �, cm °
L----- ----------J
5 EA •4 FRONT B
FACE ONLY
ELEVATION SECTION
ALL SLOPES
S:l I :I
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S= :
D
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I A
I B
C1
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L
L
I L
"
'- "
11-
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3'-6
4'-2"5'-6
10"
I' -10
"
1'-0"
0
1 —
4'-0
4'-10"6'-6
I "2'-0"
10"
1'-4"
—
4'-6
5'-6'
7'-6
15"2'-3"
10"
1'-4"
4"2
1/4"
5'-3
6'-6
9'-0
18"2'-6
10"
I'-7"
6"
2 3/4"
6'-0
7'-6
10'-6'
1"
2 9 -91911-0"
1'-8"
6"
3 1/8"
6'-9
8'-6
12'-0"
4'
3'-0'
I'-0"
I'-9"
6"
3 5/8"
7'-6
9'-6'
13'-6"
7'
3'-3'
I'-2"
2'-0"
8"
4"
8'-3
10'-6"
15'-0"
0131-6'
I'-3"
2'-I"
8"4
1/2"
9'-0
ll'-6"
'4'-0'
I'-6"2'-4"10"5
1/2"
10'-6'13'-6"19'-6"
'4'-6'
I'-6"2'-7"
"6
3/8"12'
0'15'
6"221-6
CONCRETE HEADWALL
NTS
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TEMPORARY cTEL. PEDESTAL T.C. 25.75
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CONSTRUCTION SEQUENCE:
1, OBTAIN GRADING PERMITS FROM N.C.D.E.M. WILMINGTON
OFFICE.
2. PROVIDE STABILIZED CONSTRUCTION ENTRANCE.
3. PROVIDE ALL EROSION CONTROL MEASURES AS SHOWN:
A. SEDIMENT FENCES
B. SEDIMENT TRAPS
C. CHECK DAMS
4. NOTIFY D.E.M. REGIONAL'. OFFICE AND STATE EROSION
CONTROL, OFFICE PRIOR TO GRADING.(WIL.MINGTON OFFICE)
5. PERFORM CLEARING & GRUBBING.
6. ROUGH GRADE SITE.
7. PROVIDE STORM DRAINAGE STRUCTURES AS SHOWN.
8. CONSTRUCT STRUCTURES AND PAVEMENTS
9. CLEAN DITCHES, ETC. WHEN HALF FULL,.
10. FINE GRADE SITE.
11. SEED & MULCH (DENUDED) DISTURBED AREAS NOT
ACTIVELY-' UNDER CONSTRUCTION WITHIN 30 DAYS AFTER
FINISHED GRADES ARE ESTABLISHED.
12. PROVIDE GROUND COVER AS INDICATED.
13. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL
PER GROUND COVER IS ESTABLISHED.
14 REMOVE SOIL EROSION CONTROL MEASURES AND
STABILIZE THESE AREAS.
15. NOTIFY SEDIMENTATION EROSION CONTROL OFFICE FOR
FINAL INSPECTION..,(WIL.MINGTON OFFICE)
0
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N 2-+_00
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMANE
S.N. PeaS6 Associates Gantt Huberman Architects ATLANTIC DIVISION
Charlotte, North Carolina
Charlotte, N.C. NAVAL STATION NORFOLK,VIRGINIC
EFD DWG NO. 302015 MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA
JOB ORDER NO. 5FS085 ELECTRONICS / COMMUNICATIONS MAINTENANCE SHOP
STA PROD N0. P-678
CAR DES. DTG DRWN JIS RADING AND DRAINAGE PLAN
N
PROD MGR DTG CH ARCH /ENGR. JAH iS EFD RVD F P BUILDING NO. 2 ZONE- 2
J�20 nk .•O 9 .w •
4 ,1 V BR MGR _ —DES DIR
APPROVED DATE SIZE CODE (DENT NO NAV FAC DRAWING N0.
0.n 4202015
y�0 •N%VGINE Q•' (9e,•� ACT VITY- SATISFACTORY TO F 80091
APPROVED DATE CONSTR CONTR NO N62470-88-8-8085
FOR EFD FOR COMMANDER NAVFAC SCALE SHOWN SPEC. 05-88-8085 SHEET ❑ OF 83

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I e.
•.
NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE
ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED.
I, SET POSTS AND EXCAVATE A 4" X 4" 2. STAPLE WIRE FENCING TO
TRENCH UPSLOPE ALONG THE LINE THE POSTS.
OF POSTS. MESH SPACING
6'_ _I 12 1/2 GAUGE MIN. �6" MAX.
STEEL OR WOOD 4.9 �.
POST -IMBED 3'
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT ' EXCAVATED SOIL.
INTO THE TRENCH.
11 N, y
FABRIC HEIGHT LESS
THAN 36" ABOVE GRADE.
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
WIRE
FILTER FABRIC r— GROUND LINE
e
N
TYPICAL TEMPORARY S
(TO BE USED AS NEEDED)
L___ L1\1J 1 L,VC f up.\UVv/_\I r—mV I
ILT CHECK FENCE
EMPORARY CONSTRUCTIO
TYPICAL RIP -RAP DETAIL
N ENTRANCE
i
11
THIS METHOD IS APPLICABLE WHERE THE INLET DRAINS
AN AREA WITH SLOPES LESS THAN 5% AND SHEET
OR OVERLAND FLOWS ARE LESS THAN 0.5 CFS (TYP). _
THE METHOD DOES NOT APPLY TO AREAS RECEIVING .
CONCENTRATED FLOWS, SUCH AS IN A STREET OR
HIGHWAY MEDIAN.
A A
CATCH BASIN
I" X 2" WOOD
POSTS
3' LONG
PLAN
9
W
n
-'R FABR IC
D FABRIC
TO GROUND
SECTION A -A
CATCH BASIN PROTECTION
3
2" X 4" RUN
THROUGH
SPACER BLOCKS
E
G" DIA. ROLL OF 12-1/2 J
GA. WELDED FENCE WIRE,
2" X 2" MESH FILLED W/
2" DIA. OR LAR(fFa cTnut c
e
2 CMU SPACER BLOCKS
CURB INLET
3
.0
CONCRETE CURB 8 GUTTER
SECTION A -A
G 1 INLET PROTECTION
SECTION A —A
FLARED END SECTION PLAN
a
SPIGOT END ON
INLET END SECTIONS
HUB END ON
OUTLET END SECTIONS
A
r-
I
I .
PLAN
BAR OR STEEL FABRIC
REINFORCING
C B
0
f
A
D E
SECTION A -A FRONT ELEVATION
END SECTION
DIMENSIONS
DIAM
A
B
C
D
E
12"
4"
2'-0"
2'-0"
4'-0"
2'-0"
15"
6"
2'-3"
11-99'
4'-0"
e1-6"
18"
9"
2'-3"
1'-9"
4'-0"
3'-0"
24"
9 1121,
3 `--7"
2' -6"
6' -1 ^
4' -0"
30"
1'-0"
4'-6"
1'-7 3/4"
6'-1 3/4"
5'-0"
1'-3"
5'-3"
2'-10 3/4"
8'-1 3/4"
6'-0"
1'-9"
5'-3"
2'-11"8'-2"
6'-6"2'-0"6'-0^2'-2"
t
8'-2"
7'-0"2'-3"
5'-5"
2'-9 1/4"
8'-2 1/4"
7'-6"
2'-II"
5'-0"
3'-3" 1
8' -3"
81-0^
E
FLARED END SECTION
12"-60" PIPE
C-7C1
C-8
C-9
'
FINISHED
GRADE
F•R"AWE AND COVER
-
I^ GROUT
D
co■4
AT 12" O.C. EW
U-,F
MIDDLE OF SLAB•
Ul
D00
>
6" D
ROUNDED ENTRANCE
D
D
D8 ' 3'-0" SQUAREt p
T
F—L� 3
ITEP AT D
16" O.C.
INV ELEV OF CB IS INV Da
2" X 4"
ELEV OF OUTLET
KEY JT.
v
•D
v D 4 v - v
Is
D D D D
•4 AT 12" O.C. EW
a4 DOWELS TO MATCH
MIDDLE OF SLAB
WALL REINFORCEMENT
CATCH BASIN 21"-27"
PIPE
0 8 C_
Class A or B
Erosion Control
Stone
Filter ?'/ 24" max
fabric at center
§action A -A
Construction L Place am to the am and &mansions shown in fie plan on a Mug fabric
Specifications f
2. Keep dte xmer atone section at last 9 inches below mutual gmand level
where the dam abuts the channel banks.
3, Extend swno at Iasi 1.5 n beyond the ditch banks (Flgum 6.83b) to keep
overflow water from mtde ceahig the dam n it re -eaten the cbanr4
/. Set spacing between dams m same that 00 duration u the top of the lover
dam is the same as the toe elevation of the upper dam.
& ProW thechannd dmrnsue un from thekrweatcheckdam.considering that
water will flow aver and aroc d the dam (Practice 6A1. Outlet Stabilization
Structure).
6. Make sure that the channel reach above the most upstream dam Is stable.
7. Ensure that channel appmtwlm Tts, such as culvert entntttxa below check
dams, are not subject to damage or blockage from displaced stones.
/L"4\TEMPORARY GRAVEL CHECK DAM
C-71C-14,
t3 RE -BAR PLACED 8"B�0" 8"
IN C/L QF SLAB
CONSTRUCTION CONSTRUCTION
JOINT9,117FTHROAT
----•- JOINT
A - -- A
FLOW
Z cnOR 2"4'-0" 2'-0" RTER OPEN [NO GUTTER GUTTER
TRANSITION B TRANSITION
PLAN
SLAB THROAT OPENING
GUTTER INVERT GUTTER INVERT
t IO
FLOW
4-t4 1 1/2" CL BRICK OR CONCRETE WALLS
s4 RE -BAR AT ROUNDED ENTRANCE
12" OC 1 1/2" CL
FLOW
PIPE INLET CROWN AN'D OUTLET
CROWN TO BE SAME ELEVAT[ SECTION A A INVERT ELEVATION OF INLET IS
INVERT ELEVATION OF OUTLET PIPE
TOP ELEVATION GIVEN HERE FRAME AND COVER
TO FIT CURB AND GUTTER
SLOPE 3:1 FINISHED GRADE
4 1/4" 5•
MIN, 8" 1 1/2 BRICK OR CONCRETE WALLS
3 3/8" BENCH MANHOLE .STEPS AT 16"
3-t4 T&B SLOPE I MAX OC
s4 AT 12" OC T8B 1 1/2" CL E
COMPACTED BACKFILL
3" CLEAR BR1ICK OR CONC -FILL
. • ..
a4 AT 12" OC'EW I" CEMENT MORTAR
SECTION B-B FINISH IN GUTTER
CURB INLET 4' THROAT
CAPACITY TABLE
STREET
CAPACITY,
GRADE,
CFS
PER CENT
1.0
0.5
2.0 TO 4.0
0.4
5.0
0.3
50% FOR
VI L• VN 2% CI.V R11OW1 N\IIVI1 LIlNLY
SLOPE
a3 AT 12" OC EW, AT
BOTTOM
B-�-1
I I/4" COVE 8"
7'-0" 8"
•3
GUTTER INV
CONST JOINT
CONST
JOINT
"
A
4FLOW
--_ _,- -;12
-------•----------
- -
A
3%NO.4 AER 0TTdi,--- a.
T„�-____NORMAL
`—'I
2' 0"
GUTTER
7' 0"
THROAT OPENING
NORMAL
2' 0" GUTTER
UTTE
TRANSITION
UTTER
B-o—JTRANSITION
PLAN
SLAB
THROAT OPENING
GUTTER INVERT
GUTTER
INVERT
FLOW
BRICK OR
i 4_a4
CONCRETE
a4 AT 12" OC
WALLS
T8B 1 1/2" CL
ROUNDED
FLOW
ENTRANCES
FLOV
PIPE INLET CROWN AN,.
OUTLET CROWN TO BE
INVERT ELEVATION
SAME ELEVATION
SECTION A -A OF INLET IS INVERT
ELEVATION OF
TOP ELEVATION GIVEN HERE
OUTLET PIPE
TO FIT CURB AND GUTTER
FRAME AND COVER SEE
SLOPE 3:1
FINISHED GRADE
4 1/4
MIN. 8"
BRICK OR CONCRETE WALLS
3 3/8"
3-a4 T 8 B
BENCH
S OP E I
MANHOLE STEPS
w
a4 AT 12" OC T 8 8 1 1/2" CL
AT 16" MAX OC
COMPACTED BACKFILL
Ckf
>
CAPACITY TABLE
3" CLEAR
BRICK OR CONC FILL
STREET
#4 AT 12" OC EW
GRADE,
CAPAC ITY,
I" CEMENT MORTAR
PER CENT
OS
SECTION
B B FINISH IN GUTTER
e
0.5
1.3
1.0
1.1
1 CURB
INLET
7'
THROAT
3.0 TO 4.0
0.9
C I1
5.0 TO 6.0
0.8
J.N. Pease Associates
Charlotte, N.C.
BASED UPON 1% ROAD CROWN
SLOPE. CAPACITY INCREASED
50Y FOR 2% CROWN SLOPE
C14

30
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28
---T26
24
22
INEEN
!NONE
GRAPHIC SCALES:
2 5' 0' 2 5' 5 0' 7 5'
HORIZONTAL; 1"=25'-0"
2' 1' 0' 2' 4' 6'
VERTICAL: 1"=2'-0"
I
101
C17
�[ PAR' ME'.• "E N4�' NAJAi �A:, � ' 6' I ; NF "TNV 1MMGN
J.N. Pease Associates Gantt Huberman Architects ATLANTIC DIVISION
Charlotte. North Carolina
Charlotte, N.C. EFL :,w% No- 302023 MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA
-- -- a R[,ER N . 5F8085 ELECTRONICS / COMMUNICATIONS MAINTENANCE SHOP
• CAR � R -679 R�N. ZT�
CAR STORM DRAINAGE PROFILES
.•�N ' •, oes. oTc
pR%�`N`,R. JAH
• �c
- 0 1 & 2
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BUILDING
m : aooR F A-E e cF F
C'o°� AC -- F 6009 4202023
'�hti tiEp�QR�•p•• ...E". ^qTF _?NS`R .ON-R NO N6247':) 88-B-600-
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VJR E FL) FOR .)MM-NLER '- v A( Sr A,f S"--IVJN 05-88-8085

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C-7 C-8 SEE DETAIL
ICONNECT EXISTING 15"RCP NEW HE,
FriWITH NEW 15" STORM LINE I. E. 2T.:
E. 2 761 N 1+87.
T.C. 30.40 T. 30.20 E 8+ 85
15" RCP N.50
15 11
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TEMPORARY 4'
CONST ENT.
sego$ .
PP I �i 6
III_III _
6° HUMP TO I I 1
DIVERT RUNOFF
DITCH CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL I DIVERSION
CHECK. DAM. SEE DET. 7 C 7
L/C-14
SNEADS FERRY ROAD
NOTE: FILTER FABRIC SHALL BE
DET
SPUNBONDED POLYPROPYLENE
FABRIC WITH THE FOLLOWING
FILTER FABRIC SHALL BE
PROPERTIES: O
OVERLAPPED A MINIMUM O
0
OF 12 ANDANCHORED IN O
-UNIT WT. 4.00Z/YD. • +I
A DEEP TRENCH. +
-COEF OF 0.03 CM/SEC q
PERMEABILITY W
W
-FLUX 62 GAL/SF/MIN
THEABOVE SHALL.BE IN
NEW STORMWATER INFILTRATION
ACCORDANCE WITH ASTM
POND. SIDE SLOPE 3 : 1. DURING
D-3776. AND D-4491.
THE CONSTRUCTION PHASE, REPLACE
SPILLWAY WITH STONE FILTER AND
PROVIDE TEMPORARY
USE POND AS TEMPORARY SEDIMENT
CONSTRUCTION ENTRANCE J
TRAP. ONCE CONSTRUCTION IS COMPLETE
C-7'
G14
AND SITE IS STABILIZED, REMOVE SEDIMENT
AND REPLACE FILTER WITH SPILLWAY.
SEE DIET. I/C-12. ALSO ,S IMENT BASIN
G 2790
SHALL BE LINED WITH F1L R FABRIC.
FABRIC SHALL BE REMOV WITHBASIN.
NEW HEADWALL
NEW HEADWALL
I.E. MOO
I.E. 24.73
/
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N 1+86.0
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TRENCH CROSS SECT. A
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35 00
C- C
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30 G INLE PROTECTION SEE DETAIL
+ C-7 C-14 SEE I IET (TYPICAL) m/ 29
NEW C.I. 7' TH. CONSTENTRAN
T.C. 28.00 cn D IVERSION.SEE
co 4 N 2+ 16.00 DIETI/C-7.
(30� E 4 + 86.00 22
�(29� SEE DET. A/C-14
11 i (TYPICAL)
fi r-••-T.C.30.20 T.C.30 0 I T.C.30.20 T.C.30.00 3p I T.C. 9.75 T.C.29.00
$ Tai��z
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TEMPORARY SEDIMENT •
FENCE.SEE DET. K/C-14
30.20 30.10
T.C.30,40'
G I30.07+
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30 07+
30,40-
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+
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CLECTRONICS COMMUNICATI S MAINTENANCE FACILITY
BUILDING NO. 1
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5 T,C.29.50
N2+87.00 29
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SEE DET. B/C 14
(TYPICAL)
T.C. 30.40
30.07
CONCRETE APRON IS A
RAMP TO THE DRIVE-IN
VAN SHOP
30
30.07
30-00
T.C. 30.40 TC.30.Wl TE.30 C
T.C.30.50 T.C.30.50
REVISIONS
Sym DESCRIPTION
NEW FLARED ENDSECTION 8
I.E. 25.15 5 +
N- I + 90.00 W
E- 4 +32.00
I �I
-(26)
PROVIDE SPILLWAY MO TWO
WELL
WITH RIPRAP. SEE SEE DETAIL 2/C-8
DET.I/C-12.FOR
TRAP RU •., !"��.`?r+,. _" -h
B O TOM
EL. 22.0 '
NOTE: TOPOFCO PACTEO �.
22 EARTH AT SPILL Y IS EL.
26.0. RIPRAP SH LD
25 BEGIN AT THIS Ek. FOR
THE INFILTRATIOIIJ POND.
28
NEW FLARED END SECTION \
I.E. 22.28 4 \
N 2 + 16.00
E 4 + 36.00 -
SEE DET. E/C-14
NEW JUNCTION BOX.
SEE DET. 3/C-16
INV. 22.36
\E. 28.0 I
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TCH . S�E DETAIL I /C-8
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DEPARTMENT OF THE NAVY NAVAL FAUL,TIES ENGINEFRING COMMAND
GRAPHIC SCALE- III = 251-0I1
M • �
J.N.^Pease Associates
Gantt Huberrrlen Architects
ATLANTIC DIVISION
Charlotte, North Carolina
Charlotte) N.C.
NAVAL STAT ON %'.'Rr OLh VIRGINIA
____ ________ -_ _
EFD DWG. NO. 302013
MARINE CORPS BASE CAMP LEJEUNE. NORTH CAROLIVA
08 ORDER No 5FOO85
ELECTRONICS / COMMUNICATIONS MANTENANCE SHOP
,-4 PRC- No. P-67•
•����������~
GRADING AND DRAINAGE
DES DTG ')RWN ZTT
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CONSTR .ONTR NO N62470-88-8-6085
..,,�FOD)OR
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----------------------- -----
FOR EFL FOR COMMANDER %AYFAC
S-A�F A.OWN
;PE'05-68-8085
5'IEFT 9 OF 93

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