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6" STONE BASE COURSE
TYPICAL PLANT ROAD SECTION
NO SCALE
6" 12" 6" 12"
1"
1 II
1" RADIUS TOP OF 1" RADIUS
1" RADIUS ASPHALT 1" RADIUS
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COMPACTED SUBGRADE COMPACTED SUBGRADE
CONCRETE CURB AND GUTTER
NO SCALE
1
TOP OF
ASPHALT
50' MAX. SPACING BETWEEN EXPANSION JOINTS
SEE CONTRACTION
NOTE 2 SEE NOTE 2
1/4" EXPANSION JOINT
SEE NOTE 1
FOR WIDTH
SEE PLANS 1/8" RADIUS
FINISH GRADE
C*r�—
COMPACTED
SUBGRADE
TYPICAL CONCRETE SIDEWALK
NO SCALE
PLAN
SIDEWALK NOTES:
PAVEMENT AND
8' CONC
SIDEWALK
ONE
FABRIC
RATED DRAIN
NOTE: SEE SHEETS C09.06 AND C09.08
FOR LOCATION OF SHOULDER DRAINS
TYPICAL SECTION SHOULDER DRAIN
NO SCALE
VARIES
CURB END TAPER
NO SCALE
1 y2" BITUMINOUS CONCRETE MIX
2 �/2" BITUMINUS CONCRETE BINDER COURSE
6" STONE BASE COURSE
PARKING LOT SECTION
NO SCALE
2'
NO SCALE
6.0'
FOR WIDTH
SEE PLANS PROVIDE AGGREGATE BASE
PROVIDE ASPHALTIC PAVEMENT
TO MATCHING EXISTING COARSE (MIN.8")
6"
6"
EXISTING ASPHALT MIN. MIN.
eeeee ee
B 12" 12"
1. EXPANSION JOINTS SHALL BE FULL DEPTH OF SLAB AND SPACING
SHALL NOT EXCEED 50'-0" O.C.
2. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUIVALENT
TO THE WIDTH OF THE SIDEWALK AND SHALL BE 1" DEEP AND
EDGED WITH 1/8" RADIUS.
3. 1/2" EXPANSION JOINT MATERIAL IS REQUIRED WHERE CONCRETE
SIDEWALK ABUTS CONCRETE STRUCTURE.
4. SIDEWALKS SHALL BE BROOM FINISHED.
5. FINISHED GRADE SHALL BE 1" BELOW TOP OF SIDEWALK.
EXISTING ASE
COMPACTED BACKFILL
SELECT, COMPACTED BAGKFIL
TO 2' ABOVE TOP OF PIPE
6.0'
SAWCUT VERTICAL SURFACE A
MINIMUM OF 2" INTO EXISTING
PAVEMENT
TYPICAL ASPHALT PAVEMENT REPAIR
NO SCALE
2'
NEI
6'
SHOULDER
V
3" DOME
FILL POST
W/CONCRETE
PAINT ALTERNATING YELLOW
AND BLACK 4" WIDE STRIPES
6" DIAMETER -
SCHEDULE 40 STEEL PIPE
1" CROWN
�r— GRADE SURFACE
CONCRETE
18"
DIA.
BOLLARD DETAIL
NO SCALE
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EFD NO. 429521
STA. PROJ. NO. P-974
SPEC. NO 05-94-4124
CONSTRN. CONTR, NO.
N 62470-94-8-4124
NAVFAC DRAWNG NO.
4329621
SHEET 191 OF 895
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CARRIER PIPE
INSULATOR W/4
BOLTED TO PIPE
CASING
10.0'
NOMINAL INSULATOR SPACING
I
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RUBBER CASING SEAL INSULAT
AT END OF CASING
TYPICAL LONGIDUDINAL SECTION
CARRIER PIPE
I
TYPICAL SECTION
CASING DETAIL
NO SCALE
TYPE "A" HEADWALL
PIPE INVERT
POND "A" 12.00
POND "B" 14.00
BOLTED JOINT
NOTE:
1.INSULATORS SHALL BE MODEL Al2G-1
AS MFG BY PIPELINE SEAL AND INSULATOR,
INC. 6525 GOFORTH STREET HOUSTON,
TEXAS 77021,OR APPROVED EQUAL.
2. END SEAL SHALL BE LINK -SEAL 400 SERIES
AS MFG BY THUNDERLINE CORP.5495 TREADWELL
RD. WAYNE, MICHIGAN 48184, OR APPROVED EQUAL
3. PROVIDE STD SCHD 40 STEEL CASING TWO (2) PIPE
SIZES LARGER THAN CARRIER PIPE.
TOP OF DIKEI ELEVATION V
SEE PLAN
BACKFILL MATERIAL
EXISTING GRADE
1
(2) EACH ALUMINUM
ANTISEEP COLLAR
18" CORRUGATED
ALUMINUM OUTLET PIPE
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POND "B" 21.00
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10'
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�--POND „A„ 2%2" IA 3' 12'
POND 2Y2" IA U
36" CORRUGATED
ALUMINUM BAFFLE PERMANENT POOL ELEVATION
POND "A" 16.0
24" CORRUGATED POND "B" 18.0
ALUMINUM STANDPIPE
ALUMINUM PI P
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EMERGENCY DRAIN PIPE W/ VALVE CONCRETE FILL
POND "A" 2" DIA I
POND "B" 1 1/2" DIA
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M o FILTER DIKE S�S��Po STORM DRAIN
q� SEE PANS FO
BOTTOM OF POND ELEVATION
POND "A" 13.0 GROUTED RIP -RAP
POND "B" 15.0 3' TYPE "A" HEADWALL
146' x 55' POND "A"
117' x 52" POND "B"
3
E
6'
10'
BENCH Q 6:1 SLOPE TOP OF DIKE
�--POND „A„ 2%2" IA 3' 12'
POND 2Y2" IA U
36" CORRUGATED
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POND "A" 16.0
24" CORRUGATED POND "B" 18.0
ALUMINUM STANDPIPE
ALUMINUM PI P
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CV
EMERGENCY DRAIN PIPE W/ VALVE CONCRETE FILL
POND "A" 2" DIA I
POND "B" 1 1/2" DIA
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23 POND SECTION
cogNO SCALE
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M o FILTER DIKE S�S��Po STORM DRAIN
q� SEE PANS FO
BOTTOM OF POND ELEVATION
POND "A" 13.0 GROUTED RIP -RAP
POND "B" 15.0 3' TYPE "A" HEADWALL
146' x 55' POND "A"
117' x 52" POND "B"
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CODE ID. NO. 80091
SIZE O
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SCALE: GRAPHC
EFO . NO. 429627
STti PROW. NO. P-974
SPEC. NO. 05-94-4124
CONSTRN. CONTR. N0.
N 62470-94-B-4124
NAVFAC DRAWING NO.
4329627
V7 OF 895
SHEET
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1 2 3 4 5 6 7 8 9 10 11 12 •13
EXISTING CAMP GEIGER T EXISTING CAMP JOHNSON '
W E AT M E N .Springs Pollocksville CHERRY POINT N
ITIE WASTEWATER TREATMENT HovelocTc
Mt. Olive � Maysville Otw
A --� FACILITIES •� Pink Comfort i
JACKSO VI LE Hill t uf )
Richlands pufprt
�``� EXISTING T AR AW A TERRACE N Warsaw Beulavillerehead City D
AREA Bayn �`�� WASTEWATER TREATMENT
Jackson � e
Y TARAWA AC Magnolia vF� `S onsboro P N
�4 KNOX II I FACILITIES g Vero
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ARK po"� • 16 Dixa
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ai Ctxtns MONTFOR US
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P —�� BERKELEY �J �� P
P 1\ \J MANOR o \ �-
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_ Al SCALE: V-13.33 MI. Sell
Delco� Acme o- to o io 20
Pt. OG WATKIN$
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u` P OIN SE �t`� — o
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FRENCHS CREEK WASTEWATER TREATMENT FACILITIES EFDENO. GRAPHIC Z
1tT . STA PROD. NO. P-974
` We Hammock Boy �' CAMP L E J E U N E„ NORTH C A R O L I N A SPEC, NO. 05-94_4124
N.0 / CONSTRN. CONTR. NO. Ip
N 62470-94-8-4124
NAVFAC DRAWING NO. (n
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