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H1-CS101
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H P 170—CS 101
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SUMMARY OF DISTURBED AREA AND
IMPERVIOUS AREA
BUILDING
DISTURBANCE
(SF)
NEW IMPERVIOUS
(SF)
47
H 1
41016
HP170
21420
330
HP250
11563
543
HP407
31739
384
H P476
576
0
411
41362
725
521
3,300
261
FC371/372
91652
1021
455
FC286
11695
TYPICAL SHEET INDEX
CD1 00 BASEMAP AND DEMOLITION PLAN
CS100 SITE PLAN AND UTILITY PLAN
CG100 STORM, GRADING, AND EROSION PLAN
TYPICAL "NEW BUILDING" SHEET
TYPICAL "BUILDING ADDITION" SHEET
1 1
HP250-CS 101
H P250-CG 101
H P476-CS 101
HP476-CG101
411-CS 101
411-CG101
BLDG 521 -'
521-C D 101
521-CS 101
521-CG101
4 .,
BLDG FC286'` r
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800 0 800 1600 CONSTR. CONTR. NO.
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1 PROJECT BOUNDARY / LIMITS OF SURVEY
2 APPROXIMATE MECHANICAL BUILDING FOOTPRINT
3 3-INCH PVC (C900 DR18) WATER SERVICE LINE
4 4-INCH PVC (SDR35) SEWER SERVICE LINE
5 APPROXIMATE LOCATION OF GAS SERVICE. SEE
MECHANICAL PLANS FOR GAS METER LOCATION.
6 SANITARY SEWER CLEANOUT
7 TIE SEWER SERVICE TO EXISTING SEWER MAIN
8 TIE TO EXISTING WATER LINE WITH 6"X3" TAPPING SLEEVE
AND 3 VALVE
9 HEAVY DUTY ASPHALT
10 CONCRETE WHEEL STOP
11 PARKING STRIPING
12 GRAVEL PAVEMENT
13 30-FOOT (10 METER) SETBACK REQUIREMENT FROM
EXISTING INHABITED BUILDINGS
14 5' CONCRETE STOOP
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APPROVED
GENERAL NOTES/ LEGEND
FOR COMMANDER NAVFAC
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1. SEE SHEET C-001 TO C-005 FOR GENERAL NOTES AND
LEGEND.
SATISFACTORY TO
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE.
DES
DRW
CHK
3. EXISTING CONDITIONS SHOWN OUTSIDE OF THE SURVEY
SCOTT LITTLEFIELD
LIMITS ARE FROM BASE GIS AND WERE NOT PHYSICALLY
LOCATED.
4. GAS IS TO BE DESIGNED AND INSTALLED BY PNG AND IS
SHOWN FOR GENERAL REFERENCE AND COORDINATION
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SEE SHEET C-006 FOR COMPLETE SHEET INDEX
EPROJECT NO.:
L � B.— 1292974,129297591292978
PLA CONSTR. CONTR. N0.
20' 0 20' 40' NORTH N40085-10-D-5M T.O. 006
NAVFAC DRAWING NO.
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P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540 - :::::::.::::::
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NAVFAC DRAWING NO.
C-301

1 2 �
4 5
a
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300
FLOW LINE, FL
RESERVED
PARKING
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p p° p n a ° TO INDICATE A o ri CURB CUT DETAIL
150 450 "VAN ACCESSIBLE" N C-301 C-701 NOT TO SCALE
HANDICAP SPACE
COMPACTED
SUBGRADE �\ COMPACTED SUBGRADE z
eretdtecttre THE BOTTOM of THE CURB AND CONCRETE SITE WALKWAY o
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0
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0
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A MINIMUM THICKNESS OF 175
IS MAINTAINED.
as
1 CURB AND GUTTER
8 HANDICAP SIGN "CIA
C-301 C- 01 io
NOT TO SCALE C-301 C 01 NOT TO SCALE
•e
hta im • dedgmAxid
3569 5th avenue
son die 0, ca 92103
EXPANSION phone: (�610)298-3480
JOINT MATERIAL fax: [phone]
SEE PLAN FOR WIDTH
i t
300 SLOPE: 1V 48H Parker & Associates, Inc. $ping HoXI�
CURB OR CURB _ o Consulting Engineers - Land Surveyors - Land Planners
150 R CURB AND GUTTER a . e ° c n ' 4 ° 100 0 P.O. Box 976 - 28541-0976
D
CURB LINE OR END 306 New Bridge Street - 28540 ::::::.::.::::::':::::: :.
25 OF PARKING SPACE Jacksonville, North Carolina
75 R
Phone (S.10) 455-2414 - Fax [phone]
L- _
Nei
TOP OF PAVEMENT
C APPROVED
I COMPACTED SUBGRADE �`l. �.�`` O�� �'q''•.�
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ry CURB WIPEDOWN
300 GRID ;� $ AL r
C-301 C-701 CONCRETE SIDEWALK �, 1 540 • 14125 • � DATE: 03 JUNE 2002
NOT TO SCALE 6%cp
• ' APPROVED
C-301 C- 01 NOT TO SCALE -: G'��'•.F/� E�;•'� �'.�
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DATE
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NTS
C-70 1
1 2
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25 GROUT
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i N
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4 5
a
a
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TOP OF POND 7.25m (23.8')
W
ALUMINUM TRASH RACK ALUMINUM ANTI -VORTEX PLATE TO BE
a
4-3" ANGLES TO PROVIDED IN TRASH RACKS
SUPPORT TRASH RACK 6"
TEMPORARY POOL ELEV. 6.37m
16" 6" ALUMINUM PIPE WELDED TO OUTLET PIPE
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SHALL BE PROVIKI) WITH A STAINLESS STEEL
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24" CORRUGATED CONNECTION TO OUTLET PIPE TO BE AT PERM. POOL ELEV. 6.Om (19.7)
F
ALUMINUM RISER PIPE
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PERMANENT POOL ELEV. 6.Om 0 9.7')
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GRATE TO HAVE 1" DIAMETER (MAX.) 3569 5th avenue
OPENINGS AND TO BE WELDED TO son die�610)298-3480
0, co 92103
TRASH RACK TOP. phone:
fax: [phone]
ALUMINUM ANTI -VORTEX PLATES TO
BE PROVIDED IN TRASH RACKS
FRAME AND COVER
FLOW
SLOPE 1 V:3H
FLOW
-
FINISHED GRADE
,�f
25 C- ��JT
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600
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LENGTH VARIES
SHALL GO TO BOTTOM OF POND
FINISHED GRADE
101.0000 X
127.0000 DOWN
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SPOUT
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MAIN PIPE
SPILLWAY 5HALL BE CUT INTO POND
BANK SLOPE, AND 5HAPED TO FIT POND SLOPE.
TOP OF CONCRETE SLAB EVEN WITH POND BANK SLOPE.
5PILLWAY SHALL EXTEND TO BOTTOM OF FOREBAY
4 DOWNSPOUT AND CLEANOUT
SECTION VIEW
C-101 AND C-01
- 02 NOT TO SCALE
CONCRETE SPILLWAY WITH RIP RAP
NOT TO SCALE
1
2
6" ALUMINUM PIPE WELDED TO OUTLET PIPE
WITH 2.5" DIA. HOLE DRILLED IN END PLUG. HOLE
SHALL BE PROVIDED WITH A STAINLESS STEEL
PLAN VIEW TRASH SCREEN WITH 1 /2" MESH. INVERT OF
CONNECTION! TO OUTLET PIPE TO BE AT PERM. POOL ELEV. 6.Om (19.7')
STORMWATER DETENTION POND SEAL
OUTLET STRUCTURE DETAIL APPROVED
ACTIVITY - SATISFACTORY TO
NOT TO SCALE
DATE: 03 JUNE 2002
APPROVED
Parker & Associates, Inc. �p nB Hors
Consulting Engine --rs - Land Surveyors - Land Planners 9ro FOR EFD FOR COMMANDER NAVFAC
i'.A,.). Box 976 - 28541-0976
.....:.,
30i� New Bridge Street — 28540
DATE
Jacksonville, North Carolina
Phone [phone] - Fax [phone] A/E EFL
DESIGN
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AS NEEDED 2 LONG - 6 ALUMINUM PIPE
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A STAINLESS STEEL TRASH SCREEN POOL ELEVATION AND EXTENDING 6'
WITH 1 /2" MESH. INVERT OF HORIZONTAL AND ONE FOOT VERTICAL
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CONNECTION TO RISER SHALL BE BELOW PERMANENT POOL. PLANT
W
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DURING CONSTRUCTION. UPON COMPLETION OF PROJECT, SEDIMENT
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ACCUMULATION SHALL BE REMOVED TO INSURE THE BOTTOM OF
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POND ELEVATION IS NO HIGHER THAN SHOWN.
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2. THE STORMWATER DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION
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AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION TO
CODE ID. No. soos� sizE
D
TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
EFD
NO.
BY A PROFESSIONAL ENGINEER.
3. SEE PLAN VIEW ON THIS SHEET FOR ADDITIONAL INFORMATION.
STA. PROD. NO.
� 0 N POND
STORMWATER DETENTCONSTR.
SPEC. NO.
CONTR.
NO.
CROSS —SECTION DETA I L A —A
NAVFAC
DRAWING
No.
NOT TO SCALE
C-702
4 5
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