SW8080728_APPROVED PLANS_20080725

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW>�$p1�
DOC TYPE
❑ CURRENT PERMIT
Id APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
jpo8 o-125
YYYYMMDD

9
ISYM.1 PREP'D BY I DATE I APPROVED 1
a
0
L
I
I
191
H
J
K
L
M
Q
I1%
i 1
W
LOCH - U. S. MARNE COk : Aj. CAMP
I'Llrol
Goldsboro us ,o Dover
� 'I 'stOn
_,.Tuscaroraa Bern
�.;' s JFQ
��. r
Trenton OAK GROV V4:
even M H BY POINT
Springs Pollocksville
Mt. Olive PinHavelock tway
Hillk Comfort Maysville
Richlands ^ eaufort
Morehead Cit
Warsaw
Beuloville
locksonvill
Magnoli Y wansboro N
e,,' Veron �iL� G E P
Rosehill 0
DI, ''p CAMP LEJUENE
Wallace
Folkston
�s
Burgow Ho y Ridge
Words Corse A,
1 %Hampstead
Scott Hill P
v
Acme \ 5 0 10 15 20
Delco Wilmington
v. Bolton Leland
SCALE IN MILES
VONITIC MAP - CAMP LEJEUNE, N.C.
SHEET INDEX
G-1 COVER SHEET, VU- Ar( MAP,
M-1 CG LG CR MECHANICAL PLAN
LOCATION MAP AND INDEX SHEET
M-2 CG 4 CR MECHANICAL PLAN
C-1 CAMP GEIGER - U-MOLITION PLAN
M-3 CG ISMT MECHANICAL PLAN
C-2 CAMP GEIGER - (UERALL SITE PLAN
M-4 CG ENLARGED MECHANICAL PLANS
C-3 CAMP GEIGER - GRADING PLAN
M-5 CG MECHANICAL SCHEDULES
C-4 CAMP, GEIGER - CRADING & STORMWATER
M-6 CG MECHANICAL SITE PLAN
C-5 CAMP GEIGER - STORMWATER FORCE MAIN PLAN & PROFILE
M-7 CG MECHANICAL DETAILS
C-6 CAMP GEIGER - WATER AND SEWER PLAN
M-8 DO LG CR MECHANICAL PLAN
C-7 CAMP DEVIL DOG - DEMOLITION PLAN
M-9 DO LG CR MECHANICAL SCHEDULES & DETAILS
C-8 CAMP DEVIL DOG - OVERALL SITE PLAN
M-10 DO AMIMIN HVAC PLAN
C-9 CAMP DEVIL DOG BILLET BUILDING, SITE & GRADING PLAN
M-11 DO ADMIN HVAC SCHEDULED & DETAILS
C-10 CAMP DEVIL DOG - ADMINISTRATIVE BLDG SITE & GRADING PLAN
M-12 DO LARGE CLASSROOM HVAC
C-11 CAMP DEVIL DOG - CLASSROOM & THUNDER DOME SITE &
M-13 DO ADMINISTRATIVE BUILDING
GRADING PLAN
M-14 DO ADMINISTRATIVE BUILDING
C-12 CAMP DEVIL DOG - WATER & SEWER PLAN
C-13 CAMP DEVIL DOG - WATER & SEWER PLAN
ME-1 DO BILLETING MECHANICAL, ELECTRICAL PLANS
D-1 MISCELLANEOUS DETAILS
D-2 MISCELLANEOUS DETAILS
E-1 CG LG CR ELECTRIAL PLAN
D-3 MISCELLANEOUS & FROSION CONTROL DETAILS
E-2 CG 4C ELECTRICAL PLANS
D-4 FIRE PUMP RESERVOIR
E-3 CG ISMT ELECTRICAL PLANS
D-5 FIRE PUMP DETAILS
E-4 CG ELECTRICAL SITE PLAN
D-6 MISCELLANEOUS DETAILS
E-5 CG LIGHT FIXTUYRE SCHEDULE
D-7 STORMWATER MANAGEMENT POND DETAIL
E-6 CG FIRE ALARM, FIXTURE SCHEDULE
0-8 STORMWATER PUMP STATION DETAILS
E-7 DO LG CR POWER PLAN
D-9 BMP LANDSCAPING PLAN
E-8 DO LG CR LIGHTING PLAN
E-9 DO LG CR LIGHTING DETAILS
S-1 CG LG CR STRUCTURAL FOUNDATION PLAN AND DETAILS
E-10 DO LG CR PANEL SECHDULES AND RISERS
S-2 CG 4 CR STRUCTUPAI_ FOUNDATION PLAN AND DETAILS
E-11 DD THUNDER DOME ELECTRICAL PLAN
S-3 CG ISMT STRUCTURAL FOUNDATION PLAN AND DETAILS
E-12 DD ADMIN POWER PLAN
S-4 DO LG CR STRUCTURAL FOUNDATION PLAN AND DETAILS
E-13 DO ADMIN LIGHTING PLANE-14DD ADMIN ELECT SITE PLAN, LIGHT
S-5 DO TH DOME STRUCTURAL FOUNDATION PLAN AND DETAILS
FIXTURES
E-14 DO ADMIN SITE AND LIGHTING PLAN
A-1 CG LC FLOOR PLAII, SCHEDULES
E-15 DD FIRE PUMP
A-2 CG LC EXTERIOR ELEVATIONS
A-3 CG LC BUILDING SE^ItONS
A-4 CG LC WALL SECTIONS
A-5 CG LC DETAILS
A-6 CG 4 CR FLOOR PLN, SCHEDULES
A-7 CG 4 CR EXTERIOR ELEVATIONS
A-8 CG 4 CR BUILDING SECTION & WALL SECTIONS
A-9 CG 4 CR INTERIOR ELEVATIONS
A-10 CG 4 CR DETAILS &- SCHEDULES
A-11 CG ISMT FLOOR PLAN & SCHEDULES
A-12 CG ISMT EXTERIOR ELEVATIONS
A-13 CG ISMY BUILDING SECTIONS, WALL SECTIONS
A-14 CG ISMT ENLARGED PLANS, INTERIOR ELEVATIONS
A-15 GC ISMT SECTIONS & DETAILS
A-16 DO LG CR FLOOR PLANS, SCHEDULES
A-17 DO LG CR EXTERIOR ELEVATIONS
A-18 DO LG CR BUILDING SECTIONS
A-19 DO LG CR WALL SE+:TIONS
A-20 DO LG CR DETAILS
A-21 DO THUNDER DOME -,LAN, BLDG SECTS & DETS
A-22 DO ADMIN FLOOR Pt. N, SCHEDULES
A--?3 DO ADMIN EXTERIOR 'I.EVATIONS
A-14 L_ '`')V:Nl FIiIL.DING("; 7.lt ^TION
A-25 DO ADMIN
A-26 DO ADMIN DETauS
A-27 DO B"ILciI'.G FLOOR ELEVATIONS, NOTES
A-28 DO BIL CANE; WA!-'- `_"'.-IONS
A-29 DO BILLETING DE7F;L7P CO 4 CR PLUMBING PLAN AND DETAILS
P-1 CG CLASSROOM PLUMBING
P-2 CG ISMT PLUMBING PUN & OL iA,'!,S
P-3 DO ADMIN "LUMBING P_,AN B 0"(AILS
FP-1 CG FIRE PROTECTION t .COR PLANS & DETAILS
FP-2 CG FIRE PROTECTION s,rE F IA •
_p
FP-3 OD FIRE PROTECTION
l 2 n
NORTH �1NM'HFJT'A
CAkU� '� IV f L
MANks�
DIVIS�. L E TY
HOBBS, UPCHURCH ? ASSOCIATES, P.A.
CO*L5i/!-TM ENMEERS
SOU" IeW PNVES WWTH CAIROL.MYA 28887
PHONE: (P C, '-`�C1S FAX: [phone]! '
—�� DEPT OF NAVY NAVAL FACILPES ENMF '� . F
MARINE CORPS SASE
_
DES. JLH
h
TECOM (S0I) INTFRIM FAO_"'
"�_ DTJ _. ___. MCB, CLNC
SUW. iTED BY:
--- ---- COVE1R SHEET
DESIGN G:1.
APMVFDt PWO OR CM DATE WE CODE ANT NO. NAVFAC DRAWING NO.
r
F 60091 1 6000H78
8. JISFACTOW TO
k3 I SPE-0 080033
WY'WN
SHEET 1 Cr- 89

m
SIXTH STREET
ISYM.) PREP'D BY IPREP'D BY I DATE I APPROVED 1
Z, * M, �
I
r�
2
S
M —
(/0
CAMP GEIGER � DEMO PLAN
I
SCALE: 1" = 20'
20' 0 10' 20' 40'
MENTS OR
f
—87-102.
-ES PRIOR
-EXISTING
VARIOUS
;ATED (i.e.
MAY
FY
IE
VOID
AND BE
)RING
THE
OR
RUCTION
DDITIONAL
)SSINGS
i
SHALL
'CH
RAIGHT
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'S SHALL
T THE
)E DUST
PACTORS,
)ISPOSED
'ERIALS
W
W
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N
row
J
r_, r
1, J
E P.A.
W7 C-1
DEPT OF NAVY NAVAL FACILITIES ENONEERM OOfrMAND
MARINE CORPS BASE
CAM
DEB. .JLH
DR. Dec TECOM (S0I) INTERW U-1--`
CHK DTU MCB, CLNC - CAMP GEIGE
SUMMED BY.. CAMP GEIGEP--DEK'i0LITI0N PLAN
DEEM DIR
APPROVED PWO OR OICC DATE WE I CODE DENT NO. NAVFAC ORAWM NO.
F 80091 6OOOn79
SAT18FACTORY TO DATE =1� v NO N 62470-08—O=
J ALE: AS SPEC. 080OW SHEET 2 OF 89

1 3
-- 3
3 ;'SIXTH STREET li -
- _ -,-
1 PROJECT LIMITS/LIMITS OF
- - _ - - DRAINAGE AREA FOR DISTURBANCE 4.20 ACS. _-. _
~?
WETDETENTION-P _ OND
-
GAS - GAS - GAS - GAS - GAS -- -- GAS GAS GAS GAS GAS --- -- -� -- GAS -'
_ _ . _ _ .. _ _ .. _ _r-1 S.O- -- G $ -- A GAS -- GA$ - GA GAS GA$ - IGA$ - AS GAS - GAS - \
A GAS--G S-
:. I ' �- GPS �-- GAS �- GP �
19.0 i __-_GAs�GAS EXISTING 6"-
/ / ------
GAS- GAs-GAs-GAs-GAs WATER MAIN �ww�� FENCE
---\ - -
NEW IL
F GAS GAS T- ;/ � A V F J J
' :• , - q GAS- - GAS GAS GAS - GAS GAS GAS ,'' H� h ti TEMP. DIVERSION
SF SF / SF �F SF SF C D6 WALE (TYP. -
i NEW S WIDE CONCRETE
SIDEWALK (TYP.) / -
20.0 /
�---+---- -�- - TD
v NEW 10WIDE TD �- ADMIN BUILDING ADMIN BUILDING y
CONCRETE SIDEWALK 20.50 ____ .__ 20.20 I I
f _ INV. 18.40' - --- - - 50' 50
_J
\ C3 D1 ��_. ��
�� , �-' \_ INV. 18.40'
X-20.20' 8" PVC
\ 20.50 \ ROOF DRAIN v� I
INV. 18.40' 8" PVC
20.50 1 ROOF DRAIN / NEW CONCRETE SIDEWALK
f \` INV. 18.40' `. / TO MATCH EXISTING SIDEWALK
8- Pvc
" PVC
ROOF DRAIN SOI 200 STUDENT CLASSROOM i
I 8 PVC FFE 20.83' II
\ £ ROOF DRAIN '
20.50' 102'X102' N II
4, .•
120.50'
ROOF DRAINS I ROOF DRAINS
"I
INV. 18.50 (TYP.) 20.50' INV. 18.50 (TYP.)\ ' I IV
EXISTING
CONCRETE SIDEWALK
20.40'
- -- - -- -- - -- - 8" PVC
£ ROOF DRAIN/
\ 8" PVC
5' 8" PVC ro i ROOF DRAIN I <�
;I ROOF DRAIN // rn >: y
I A
rn INV. 17$' /b2'
SOI 400 STUDENT CLASSROOM i
f FFE 20.8320' J' 20.20'� 1 02X 160 0.2
20 2
R
0
8'X6' CLASS
"B" RIPRAP
APRON WITH
FILTER FABRIC
UNDERLINER
INV. OUT 16.00'
15LF 15" RCP
00.50%
19.10'
C3 D6 \
MAT-LIfIIIED
SWALE
DPEfH=1.0'
BOTTOM=1.2'W
SIDES=3:1
CONTRACTOR
SHALL GRADE
AREA AROUND
NEW CATCH BASIN
TO ALLOW
PROPER
DRAINAGE
CONTRACTOR
SHALL CUT NEW
CATCH BASIN INTO
EXISTING 18" RCP
g STORM DRAINAGE
RIM 19.00'
INV. i 15 46' r
65.
� I C3 D2
3 It
S ;
E
INV. OUT 16.00'
I � 19.20'
20'
19.60'--"' I f
NEW CATCH BASIN
RIM ELEV. 19.10
INV. ELEV. 16.08
19.60'
25'
NEWS CURB
\ 10" PVC INV. 17.50'
10" PVC ROOF DRAIN
/ V 10" PVC �� ROOF DRAIN \ \
j \ ROOF DRAIN-
10" PVC L f r
/ I ROOF DRAIN ~ NEW CATCH BASIN NEW ASPHALT I Y "
TEMP. SEDIMENT \ `� RIM 19.70' I f �I G615 4 r --
4 TRAP #1 \ INV. 16.75 48.00 LF 18" RCP ® 0.40%', i !
SURFACE AREA REQ. 6828SF r-X I _ W
C3 D7 SURFACE AREA PROV. 7168SIF `
2 FT. DEEP W/8' WEIR 6" PVC 20.20 p I
ROOF DRAIN X I O I
' I � C
-INV. 17.00 INV. 17.30
102' 20.50' 1 20.0 NEW CATCH BASIN
INV. 18.40' i RIM 19.70'
38.00 LF 18 RCP 0 0.40% I /
X 20.20 INV. 16.94
-20.40 10" PVC ! NEW JUNCTION BOX
ROOF DRAIN RIM 20.00'
8'X6' CLASS "B" RIPRAP p.40% r INV. 16.60'
APRON WITH FILTER FABRIC 149 p0' is RCP ® i INV. 18.40,
UNDERLINER 20.20'
20.50
I
X� 20.50' 20.20' 8" PVC
x NEW STORP ER INV. . 8.40' ' ` \
PUMP STATION 8 PVC INV. 17.40 ROOF DRAIN
! \
RIM ELEV. 20.50' 1 ROOF DRAIN
SEE PUMP STATION DETAILS I \
i
INV. OUT 16.00'
1 1 I
LF RCP If
®o o% PRE-ENGINEERED ISMT BUILDING 20.50'
20.30' x FFE 20.83' 1 N\EW 20' WIDE -
J 1 65X90' i, o 'k ASPHALT OADWAY
TEMP. INL i ROOF DRAINS
C3UD�PROTECTIO INV. 18.50 (TYP.)
10" PVC 10" PVC 8" PVC -� ♦ _ / ' : ,
N W JUNCTION BOX ROOF DRAIN f ROOF DRAIN ROOF DRAIN ' NEW SILT
RI 17.75' INV. 17.40 /
IN 16.27' , 165 INV. 18.40 / / FENCE
- ;1
< • CONTRACTOR SHALL
�. -20.0-ADJUST EXISTING
NEW ASPHALT 2' CLEANOUT TO NEW GRADE04k
PARKING C3 Dl
60' 19.0 \ \ X1
_ TE
_ ,T-
RACTOR SHALL TIE NEWALT PARKING TO SEVENTH STREETING ASPHALT ROADWAY
�H;4CEMP .GRAVELONSTRUCTIO
D6 ENTRANCE _ , ,
CAMP GEIGER N GRADING AND STORMWATER PLAN
SCALE: 1" = 20'
20' 0 10' 20' 40'
ISYM.I PREP'D BY IPREP'D BY I DATE I APPROVED 1
SYMBOL
DESCRIPTION
NORTHING
EASTING
Q
CENTER
LINE
OF NEW CATCH
BASIN
N
362029.0294
E
2463793.3269
2
Q
CENTER
LINE
OF NEW CATCH
BASIN
N
362028.3710
E
2 463745.3314
O3
CENTER
LINE
OF NEW JUNCTION BOX
N
361990.3745
E
2463745.8527
®,
END OF
NEW
DRAINAGE PIPE
-
- N
.361972.8858 -
E-2463598.4121
05
CENTER
LINE
OF NEW JUNCTION BOX
N
361874.5862
E
2463592.7601
©
END OF
NEW
DRAINAGE PIPE
N
361941.4618
E
2463591.8426
07
CENTER
LINE
OF NEW CATCH
BASIN
N
361923.2739
E
2463543.0875
®
END OF
NEW
DRAINAGE PIPE
N
361940.7896
E
2463542.8472
@
I CENTER
LINE
OF NEW CATCH
BASIN
N
361889.1249
E
2463528.6841
LEGEND
NEW SANITARY SEWER
NEW WATER MAIN
4-
NEW FIRE HYDRANT
N
NEW GATE VALVE
- w w w w -
EXISTING WATER MAIN
- - - - - - - - - - - - - - -
- EXISTING SEWER MANHOLE
®
EXISTING ELECTRICAL MNAHOLE
EXISTING TELECOM. MANHOLE
EXISTING POWER POLE
C
EXISTING LIGHT POLE
O
EXISTING BOLLARD
EXISTING FIRE HYDRANT
D4
EXISTING GATE VALVE
EXISTING TREE
1
NEW CONTOURS
16
- - - _15- -
- EXISTING CONTOUR
%0.20'
NEW SPOT ELEVATIONS
WETLANDS NOTE:
NO WETLANDS ARE LOCATED ON THE PROJECT AREA.
HOBW, UPCHURCH & ASSOCIATES, PA.
1qj C7M C�3
S007-OW MWS, NORTH CA19i01LM 28W
PHONE: [phone] FAX: [phone]
SATWACTORY TO
DEFT OF NAVY NAVAL FACUTIEB ENGMERM COMMAND
MARINE CORPS BASE
TECOM (SOI) INTERIM FACILITIES,
MCB, CLINIC - CAMP GEIGER
CAMP GEIGER-GRADING PLAN
DATE . SEZE CODE DENT NO. NAVFAC DRAWING NO.
F 80091 6000W
DATE CONSTR CONTR NO. N 62470-08-0033
: AS SPEC. 08= 1 SHEET 4 OF 89

I
9
I
EXISTING PARKING AREA
i
1'
\
LOCATION ° \ I I
OF SOIL I I I"
IBORING #1
�I
I.
I I
I `
I I
I I
i
LOCATION
OF SOIL
BORING #2
I
8'X6CLASS "B" RIPRAP
APRON WITH FILTER FABRIC
UNDERLINER
` I
I i I
15 CMP OUTLET
I INV ELEV. 13.50'
18
V%
I I %//v
avVlldlill�d„
a
°O
a
/l
°
° \
TC 701
° II
\4, I I e
II°
\ \
\ \
°
\ G d.
\
17
i
\ I I \ a
iI
°d
II
\ a
° - d
•- I I ♦ \ d a ° d
° ° °d
I I —
LOCATION
OF SOIL
BORING #4
� II
° °I 4d
a s d
ISYM.I PREP'D BY IPREP'D BY I DATE I APPROVED 1
SYMBOL
DESCRIPTION
NORTHING
EASTING
O1
CENTER LINE OF NEW RISER
N 361384.2239
E 2463229.6924
Q
END OF NEW DRAINAGE PIPE
N 361415.8934
E 2463196.1493
LEGEND
NEW SANITARY SEWER
NEW WATER MAIN
NEW FIRE HYDRANT
N
NEW GATE VALVE
— w w w w —
EXISTING WATER MAIN
--------��1---------
.�
EXISTING SEWER MANHOLE
EXISTING ELECTRICAL MNAHOLE
EXISTING TELECOM. MANHOLE
COS
EXISTING POWER POLE
EXISTING LIGHT POLE
O
EXISTING BOLLARD
{\
EXISTING FIRE HYDRANT
D4
EXISTING GATE VALVE
\
EXISTING TREE
15
NEW CONTOURS
— — —�j— — —
— EXISTING CONTOUR
Q•
SOIL BORE LOCATION
! ! HOBOS, UPCHURCH & ASSOC/ATES, P.A.
77 r%qjSOUR-OW M&W M VM CARMM 28887
` I i C�4
PHONE: [phone] FAX: [phone]
DEPT OF NAVY NAVAL FACILITIES ENQN433*4 COMMAND
16 - - _ - MARINE CORPS BASE
CAMP LEJEUNE NORTH CAROLWA
J
- 10' WIDE 10:1 STORMWATER 1 -- DR. DC TECOM (SOI) INTERIM FACILITIES,
7. VEGETATED SHELF MANAGEMENT POND cm am
c4 D7 I�H coo MCB, CLNC - CAMP GEIGER
% SUffiffrTlED BY. _ CAMP GEIGER-GRADING PLAN
DESIGN DFL
t i APPROVED: PWO OR dCC DATE SIZE CODE DENT NO. NAVFAC DRAWING NO.
SCALE: ' 1 " = 10'
LOCATION 1181
�' F F. ••'�� F 80091
BORING #6 �6000A
CAMP GEIGER N GRADING AND STORMWATER PLAN OF SOIL 20� 0 5� 10� 20� ...N�..••��
SATISFACTORY TO DATE OONNSTR CONTR NO. N 62470-08-0033
-_ "" �... `'��
• ri q /pa, ALE' AS SPEC. 0800.3.i SHEET 4A OF 89

I
9
I
EXISTING PARKING AREA
i
1'
\
LOCATION ° \ I I
OF SOIL I I I"
IBORING #1
�I
I.
I I
I `
I I
I I
i
LOCATION
OF SOIL
BORING #2
I
8'X6CLASS "B" RIPRAP
APRON WITH FILTER FABRIC
UNDERLINER
` I
I i I
15 CMP OUTLET
I INV ELEV. 13.50'
18
V%
I I %//v
avVlldlill�d„
a
°O
a
/l
°
° \
TC 701
° II
\4, I I e
II°
\ \
\ \
°
\ G d.
\
17
i
\ I I \ a
iI
°d
II
\ a
° - d
•- I I ♦ \ d a ° d
° ° °d
I I —
LOCATION
OF SOIL
BORING #4
� II
° °I 4d
a s d
ISYM.I PREP'D BY IPREP'D BY I DATE I APPROVED 1
SYMBOL
DESCRIPTION
NORTHING
EASTING
O1
CENTER LINE OF NEW RISER
N 361384.2239
E 2463229.6924
Q
END OF NEW DRAINAGE PIPE
N 361415.8934
E 2463196.1493
LEGEND
NEW SANITARY SEWER
NEW WATER MAIN
NEW FIRE HYDRANT
N
NEW GATE VALVE
— w w w w —
EXISTING WATER MAIN
--------��1---------
.�
EXISTING SEWER MANHOLE
EXISTING ELECTRICAL MNAHOLE
EXISTING TELECOM. MANHOLE
COS
EXISTING POWER POLE
EXISTING LIGHT POLE
O
EXISTING BOLLARD
{\
EXISTING FIRE HYDRANT
D4
EXISTING GATE VALVE
\
EXISTING TREE
15
NEW CONTOURS
— — —�j— — —
— EXISTING CONTOUR
Q•
SOIL BORE LOCATION
! ! HOBOS, UPCHURCH & ASSOC/ATES, P.A.
77 r%qjSOUR-OW M&W M VM CARMM 28887
` I i C�4
PHONE: [phone] FAX: [phone]
DEPT OF NAVY NAVAL FACILITIES ENQN433*4 COMMAND
16 - - _ - MARINE CORPS BASE
CAMP LEJEUNE NORTH CAROLWA
J
- 10' WIDE 10:1 STORMWATER 1 -- DR. DC TECOM (SOI) INTERIM FACILITIES,
7. VEGETATED SHELF MANAGEMENT POND cm am
c4 D7 I�H coo MCB, CLNC - CAMP GEIGER
% SUffiffrTlED BY. _ CAMP GEIGER-GRADING PLAN
DESIGN DFL
t i APPROVED: PWO OR dCC DATE SIZE CODE DENT NO. NAVFAC DRAWING NO.
SCALE: ' 1 " = 10'
LOCATION 1181
�' F F. ••'�� F 80091
BORING #6 �6000A
CAMP GEIGER N GRADING AND STORMWATER PLAN OF SOIL 20� 0 5� 10� 20� ...N�..••��
SATISFACTORY TO DATE OONNSTR CONTR NO. N 62470-08-0033
-_ "" �... `'��
• ri q /pa, ALE' AS SPEC. 0800.3.i SHEET 4A OF 89

ISYM.I PREP'D BY IPREPT BY I DATE I APPROVED 1
M
W 1,y
NtW 4 r-V I 11
of rl I _ FORCE MAIN �' C5 D1 OPEN CUT AND PATCH C5 D1
EXISTING 6LF \
EXISTING 15" RCP CONCRETE SIDEWALK STA." 6+67 FM-1
I DRAINAGE PIPE -- _- `�II 1 9 BEND _
w �1
I A STREET ��.� 3 MIN l
3 W— W _ — -—=W — — - W W
STA. 1+12 FM-1 W w - — ❑
1-4" 90' BEND I a ^- l EXISTING 30" RCP _ - - PATCH
C5 D1 / 3 a DRAINAGE PIPEEXISTINGU AND
„
STA. 1+95 FM-1 a EXISTING CONCRETE SIDEWALK
5 WATER MAIN 7 1-4" 22-1/2' BEND a' ��� � � � '�� ' l�
I 1 OPEN CUT AND PATCH 2
STA. 7+58 FM-1
� � i I � , EXISTING 22LF ASPHALT ROADWAY
STA. 2+22 FM-1
1-4" 22-1/2' BEND \ ' I END FORCE MAIN l WITH CURB AND GUTTER C5 D1 C5 D1
OPEN CUT AND PATCH — —� / /l I', �1 LIMITS OF CONSTRUCTION/
EXISTING 38LF ASPHALT ROADWAY I % ( i .' 1 DISTURBANCE = 4.35 ACS.
NEW STORMWATER
I
MANAGE ENT POND
LINE FM-1
35
-
--
-
30
i�
1-
io
�Z
(n �
W
I
m
o
Z m.-
Z
w
25
0
+D
m r7
+�,
o
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m a 1n
I
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m
i,
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m
i
N
Q
3 Q.
Z N
Z
w
+
.I N
N
a
+
ws
Q
Z
La.
�
Z
20
EXISTING
WATER MAIN
N
I EXIST
DRAINAGE
NG 15 RCfy
PIPE
EXISTING
GRADERCP"N
EXISTING 30
PIPE
a
Lu
! m
a
uj
�wQ
_
EXISTING
WATER MAIN
—
E
cn
�` ?w
NEW
GRADE
—
15
N—
18" MIN
2' MIN
18" MIN
— —
—
18"
MIN
3 MI
IV1 2' MIN
10
-]NEVf
DRAINAGE
_
15" RCP
PIPE
STA. 3+05 FM-1
NEW 4 PVC FORCE M
IN
EXISTING
C
T
T
NTRACTOR SHALL
BRING FORCE M I US
DISCHARGE ELEVATION
--
I�
5
EXI
SANITARY SEWE
0
-—
—
—5
00+00 1+00
3+00
4+00
5+00
7+00
SCALE: 1" = 50'
50' 0 25' 50' 100'
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES,
OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL BE MADE AT DUCTILE IRON PRICES.
LEGEND
NEW SANITARY SEWER
NEW WATER MAIN
NEW FIRE HYDRANT
NEW GATE VALVE
— w w w w —
EXISTING WATER MAIN
--------(-1---------
�/
EXISTING SEWER MANHOLE
®
EXISTING ELECTRICAL MNAHOLE
T
EXISTING TELECOM. MANHOLE
COS
EXISTING POWER POLE
0
EXISTING LIGHT POLE
0
EXISTING BOLLARD
EXISTING FIRE HYDRANT
Da
EXISTING GATE VALVE
I
EXISTING TREE
� HOBBS, UPCHURCH &ASSOCIATES, P.A.
C7WG 04COASUMC-5
SOUTHEFNV Pp*S� NOR7f� CAfiOIL/NA 2�i87
PHONE: [phone] FAX: [phone]
DEFT OF NAVY NAVAL FACILITIES ENGIIEEFVG COMMAM
MARINE CORPS BASE
CAMP LEJEU NORTH CAROLINA
� • � TECOM (SOI) INTERIM FACILITIES,
CHK DTU MCB, CLNC - CAMP GEIGER
summ7m Br: CAMP GEIGER-STORMWATER FORCE MAIN PLAN
DESIGN DIR AND PROFILE
APPROVED: PWO OR OICC DATE SM CODE (DENT NO. NAVFAC DRAWNO NO.
F 80091 6000=B
SATISFACTORY TO DATE OONSTR COMA NO. -0033
SCALE: AS SPEC. 080033 SHEET 4B OF 89
SHOWN

NOTE:
BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR
COMPACTED LOOSE FILL MATERIAL AS REQUIRED TO
PROVIDE A FIRM, STABLE AND UNIFORM SUPPORT FOR
THE FULL LENGTH OF PIPE.
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 1 re
U
z
�
-
I�
PE
I WIDTH I
11LI.
PIPE SPRINGLINE `I�
ZONE 1= PIPE
I . .
...........
NEW BUILDING
er 1 \ TRENCH DETAIL
C5 D1 NOT TO SCALE
C6
C12
C13
SIDEWALK SHALL
SLOPE AWAY FROM
BUILDING J" PER
FOOT
------------
WIDTH VARIES
10' TYPICAL
SPACE
FINAL
BACKFILL
INITIAL
w
BACKFILL
0
w
m
HAUNCHING
w
BEDDING
COMPACTED
SUBGRADE
6"x6" WELDED
WIRE MESH
8" THICK ABC BASE COURSE
(100% COMPACTED)
2" S9.5B
'2 ASPHALT PAVEMENT SECTION
C2 D1 NOT TO SCALE
C3
C5
L
LIGHT
BROOM
FINISH �2s,
= 2" CLEAR
MID. CHAMFER
(TYP.)
i
/ 1\ i
+/2" EXPANSION JOINT SHALL
BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID
STRUCTURE AND AT 40' INTERVALS
1/0"n
ASPHALT EXPANSION JOINT MATERIAL
1/2" WIDE AND FILL FROM BOTTOM
OF CONCRETE TO WITHIN 1 /8" TO
1/4" BELOW TOP OF CONCRETE
EXPANSION JOINT
000`5 CONCRETE SIDEWALK DETAIL
C2 D1 NOT TO SCALE
C3
C5
•11 .•l.l�� .111 ..T� ems\. l�.l�\IT
CONCRETE
CURB AND GUTTER
'9_� PARKING SPACE LAYOUT DETAIL
C21 D11 NOT TO SCALE
UNDISTURBED
EARTH
PLAN
UNDISTURBED
EARTH
ELEVATION
DIM.
(IN INCHES)
PIPE SIZE (NOMINAL)
2"
4"
6"
8"
A
1.6
1.9
1 2.6
3.8
UNDISTURBED
EARTH
EARTH
BEND
PIPE SIZE (NOMINAL)
2"
4"
6"
8"
900
1.5
1.9
2.8
3.8
45'
1.0
1.4
2.1
2.8
22 1 /2'
0.8
1.0
1.5
2.0
11 1/4'
0.8
1.0
1.1
1.5
NOTE:
THRUST BLOCK SIZE DETERMINED BY
LARGEST DIAMETER OF TEE. TABLE "A" DIMENSIONS IN FEET
THRUST BLOCK DETAILS FOR TEES THRUST BLOCK DETAILS FOR BENDS
KIOTC"•
IvvIL_.
IN ADDITION TO CONCRETE THRUST BLOCKS, ALL BENDS AND TEES
SHALL HAVE RESTRAINT JOINT FITTINGS.
THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 PSI CONCRETE.
CONCRETE THRUST BLOCK DETAIL
3 FOR WATER MAIN HORIZONTAL BENDS AND TEES
C5 D1 NOT TO SCALE
C6
C12
C13
18"x18"x6" THICK
CONCRETE PAD
CAST IN PLACE
1/2 19
CAST IRON
VALVE BOX
_J2" SQUARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
"" 6 \ GATE VALVE ASSMEBLY
D1
C5 NOT TO SCALE
C6
C12
C13
NOTE:
ALL GATE VALVES SHALL
BE PLACED ON AN 80 LB.
BAG OF SACRETE.
VARIES R.O.W.
THREADED
BRASS CAP
�f CLEANOUT STOCK COLLAR
FINISHED GRADE —, / 118"X18"X4"
V)
w
4"X4"
WE
4" PVC (SCH 40) PIPE
4"
FITTINGS FOR
CLEANOUT STACK
L -LIL
L
>
_
ITIlllllif�ll
i
RECONNECT TO EXISTING
SERVICE LATERAL PIPING
i r
WITH APPROVED COUPLING
4" PVC
(SCH 40) SERVICE
LATERAL
PIPE AND FITTINGS
n O On 2iCofJJ
°-� o�
COMPRESSION —FIT
OR SADDLE TYPE
SERVICE CONNECTION
VARIES NEW SPOT GRADE
6" VARIES ELEVATION LOCATION
5" 1 /3 C.Y. NO. 57
WASHED
1 PAVING ASPHALT AROUND WEOEPE HOLE
°
a
°
d
to
COMPACTED L ABC BASE
SUBGRADE
ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
CONCRETE
CURB AND GUTTER DETAIL
C2 p NOT TO SCALE
C5
SANITARY SEWER MAIN
4 SERVICE
C6 D1 NOT TO SCALE
C12
FIRE HYDRANT NOTES:
1. THE DISTANCE FROM THE WATER MAIN TO THE
FIRE HYDRANT VARIES. THE CONTRACTORS BID
STEAMER NOZZLE PRICE FOR FIRE HYDRANT ASSEMBLIES SHALL
STEAMER
ASPHALT INCLUDE THE COST FOR THE VARYING FIRE
HYDRANT LEG LENGTH.
2. COSTS TO INSTALL THE FIRE HYDRANT TO
GRADE SHALL BE PAID BY THE CONTRACTOR.
— GATE VALVE
18" MIN. AND VALVE BOX
w
MECHANICAL JOINT o
END W/MEGA LUG z
6" DUCTILE o
IRON PIPE wl
J 3/4" THREADED ROD
l (2 REQUIRED)
WATER MAIN ---\
NOTE:
6" M.J.XFLANGED ALL GATE VALVES SHALL
90' BEND BE PLACED ON AN 80 LB.
BAG OF SACRETE. _
LENGTH TO BE DETERMINED
IN THE FIELD
MECHANICAL JOINT END W/MEGA LUG
MECHANICAL
JOINT TEE W/MEGA LUG
ole—$ FIRE HYDRANT AND VALVE DETAIL
:C76 NOT TO SCALE
C

ISYM.I PREP'D BY IPREP'D BY I DATE I APPROVED
�?
x
0
I
oc
0
0
I
i7
F
O
I
CV
H
w -
o:
U
z
0 N
Li
a a
0 >
0
o _
3
X
Q
0
I
in
N
0
J
Of
0
0
I
--I VARIES
1 .
MANHOLE ANTI -FLOTATION COLLAR
4' 0 MANHOLE
4" WIDE
5' 0 MANHOLE
6" WIDE
6' 0 MANHOLE
6" WIDE
i
TOP OF CURB
ELEVATION (TYP.)
BACKFILL TO TOP OF
CURB, GRADE SMOOTH,
SEED AND MULCH
8" 2'-0" 8"
MANHOLE RING AND COVER BOLTED
SECTN AS PER
IMA UOFAC URES RECOMMENDATIONS.
X
Q
(o 6x6 NO. 6 SINGLE MAT
REINF. IN CENTER THIRD
OF WALL & IN TONGUE
& GROOVE
CAST -IN -PLACE
PLASTIC STEPS
O
AS REQUIRED
#4 ® 12" EW
5" 5"
AS REQUIRED
6x6 NO. 6
W.W. MESH
PLAN VIEW
10O PRECAST M/
C6�D2/
�/ 11 FRAME AND
1 1 GRATE W/HOOD
e
e•
2'-2"
• z
W g -a
Fr O_
Q e
> W e
STORMloe
DRAIN LINE
a ade
°
e
a
4
• °
14'N CURB INLET DETAIL
21D21 NOT TO SCALE
PAVEMENT
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1 /2"
GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 16" O.C. IF
DEPTH IS MORE THAN 3'-0"
PRECAST CONCRETE BOX
STORM DRAIN LINE
—!~ 3000PSI CONRETE
FOUNDATION
COMPACTED
SUBGRADE
TAPPERED
LIFTING
HOLE
RUBBER BOOT
W/CLAMP
GROUT
OTE:
AKE REQUIRED FLOW DIRECTION
_HANGES IN MANHOLE BY SMOOTH
TANGENTAL CURVE OF SHAPED
MANHOLE INVERT.
N.T.S.
— 2" 51 mm] LETTERING
REC SSED FLUSH
(4) 1" (25mm)
CIA HOLE ON
32 3//4" 831 mm)
DIA I30LT CIRCLE
2" CAM LOCKS
SEE DETAIL
6 3/4„
CUSTOM LOGO
(4) 1/2-13 X 1 3/4" S.S.
HEX HD BOLTS & WASHERS
1" RAISED LETTERING
(RECESSED FLUSH)
COVER SECTION
� MACHINED SURFACE
FRAME SECTION
MANHOLE SHALL PRINTED ON TOP OF COVER THE WORDS "PERMIT REQUIRED CONFINED SPACE"
11 HEAVY DUTY MANHOLE RING & COVER DETAIL
- D2
N.T.S.
15
C2 D2
METAL TRAILER STAIRS AND LANDING
NOT TO SCALE
A FRAME
D2
D2 AND GRATE
150mm THICK CONCRETE TOP WITH
305mm MIN.
STEEL REINFORCING 150mmX15Omm -
ASPHALT
{ (TYP.)
I I
W2.1 xW2.1 WWF
ALL STEPS IN MANHOLES ARE
17
. L' "
COPOLYMER POLYPROPYLENE
1100mmX800mm MIN.
PLASTIC, REINFORCED WITH 12mm
GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 400mm O.C.
E
:.
IF DEPTH IS MORE THAN 1.OM
E
200mm SOLID CONCRETE BRICK
0
OR PRECAST CONCRETE BOX
N
NEW STORM
GROUT GAP BETWEEN PIPE
150mm
DRAIN LINE
AND STRUCTURE (TYP.)
I
I
DRAINTORM
L NE
I
DRAINTORM L NE
O
Lo
—
POUR 3000PS1
CONRETE
!
!_!
!—!
�
=1
!
l !—!
!=!
!
1
(=
!—!
!
1 !
!_!
BASE AFTER PRECAST
1=
=
=)
SECTION IS IN
POSITION
#4 REBAR
305mm O.C.E.N.
COMPACTED
SUBGRADE
1/01
2 GRATE INLET
DETAIL
C3
I D21 NOT TO SCALE
FILL PIPE WITH
CONCRETE AND
DOME TOP
EYE HOOK
CHAIN
PAINT BOLLARD WITH 2 COATS
2 EPDXY YELLOW PAINT
II 8"ID SCH 80
M STEEL PIPE
ASPHALT
ROADWAY
-'' � • I i I :� # : I � III=_III •-1 I ,
o I Ills y�� I ICI 24"0 CONCRETE
-III— LY FOOTING
(I— 8j" O.D. STEEL SLEEVE
ILI - i pit
8" 8" 8"
3 REMOVABLE BOLLARD DETAIL
211312 1 NOT TO SCALE
NOTE: METAL STAIRS TO BE DESIGNED TO WITHSTAND 3 SECOND WIND GUSTS OF 130 MPH
FROM TOWN
3"W
OSHA DESIGN SPECIFICATIONS
6. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING
CORNERS MND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH
AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS.
1. HANDRAIL SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE MANUFACTURE OF PIPE RAILING.
RAILING SHALL BE SHOP ASSEMBLED IN LENGTHS NOT TO EXCEED 24 FEET FOR FIELD ERECTION.
7. THE MIDRAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 200# LOAD WITHOUT LOOSENING. THE
MANUFACTURER IS TO DETERMINE THIS DIMENSION FOR THEIR SYSTEM. PROVIDE PHYSICAL TESTS FROM A
2. HANDRAILS SHALL BE DESIGNED TO WITHSTAND 200# CONCENTRATED LOAD APPLIED IN ANY
LABORATORY TO CONFIRM COMPLIANCE.
DIRECTION TO THE TOP RAIL.
8. EXPANSION BOLTS SHAH BE SPACED 10D APART AND 5D EDGE DISTANCE FOR NO REDUCTION IN PULLOUT STRENGTH.
3. THE MANUFACTURER SHALL SUBMIT CALCULATIONS TO THE ENGINEER FOR APPROVAL. TESTING OF
A SAFETY FACTOR OF 4 SHALL BE USED ON EXPANSION BOLT PULLOUT VALUES PUBLISHED BY THE MANUFACTURER.
BASE CASTINGS OR BASE EXTRUSIONS BY AN INDEPENDENT LAB OR MANUFACTURER'S LAB (IF
EXPANSION BOLTS SHALL BE STAINLESS STEEL TYPE 18-8 WEDGE BOLTS AND SHALL BE FURNISHED BY THE HANDRAIL
MANUFACTURER'S LAB MEETS THE REQUIREMENTS OF THE ALUMINUM ASSOCIATION) WILL BE AN
MANUFACTURER.
ACCEPTABLE SUBSTITUTE FOR CALCULATIONS. CALCULATIONS WILL BE REQUIRED FOR APPROVAL OF
ALL OTHER DESIGN ASPECTS.
9. TOE PLATE SHALL CONFORM TO OSHA STANDARDS. TOE PLATE SHALL BE A MINIMUM OF 4" HIGH AND SHALL
BE AN EXTRUSION THAT ATTACHES TO THE POSTS WITH CLAMPS WHICH WILL ALLOW FOR EXPANSION AND CONTRACTION
4. POST SPACING SHALL BE A MAXIMUM OF 6'-O". POSTS AND RAILINGS SHALL BE A MINIMUM
BETWEEN POSTS. TOE PLATES SHALL BE SET 1/4" ABOVE THE WALKING SURFACE. TOE PLATES SHALL BE PROVIDED
OF 1-1/2" SCHEDULE 40 ALUMINUM PIPE ALLOY 6105-T5, ASTM-B-429 OR ASTM-B-221.
ON HANDRAILS AS REQUIRED BY OSHA AND/OR AS SHOWN ON DRAWINGS. TOE PLATES SHALL BE SHIPPED LOOSE
THE HANDRAIL MANUFACTURER SHALL SHOW THAT THEIR POSTS ARE OF ADEQUATE STRENGTH TO
IN STOCK LENGTHS WITH PRE -MANUFACTURED CORNERS FOR FIELD INSTALLATION.
MEET THE LOADING REQUIREMENTS. IF THE MANUFACTURER'S POSTS ARE NOT OF ADEQUATE
STRENGTH, THE MANUFACTURER MAY REDUCE THE POST SPACING OR ADD REINFORCING DOWELS
10.OPENINGS IN THE RAILING SHALL BE GUARDED BY A SELF -CLOSING GATE (OSHA 1910.23). SAFETY CHAINS SHALL
OR MAY DO BOTH IN ORDET\ TO MEET THE LOADING REQUIREMENTS.
NOT BE USED UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS.
5. THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTINGS. SAMPLES OF ALL
11. FINISH SHALL BE ALUMINUM ASSOCIATION M10-C22-A41 (21541). THE PIPE SHALL BE PLASTIC -WRAPPED.
COMPONENTS, BASES, TOE PLATE AND PIPE MUST BE SUBMITTED FOR APPROVAL. COMPONENTS THAT ARE
THE PLASTIC WRAP IS TO BE REMOVED AFTER ERECTION.
POP -RIVETED OR GLUED AT THE JOINTS WILL NOT BE ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY
FASTENED WITH STAINLESS STEEL HARDWARE. HANDRAIL AND COMPONENTS SHALL BETUF RAIL, AS MANUFACTURED
1 2.ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS WILL BE PROTECTED WITH A
BY THOMPSON FABRICATING COMPANY (BIRMINGHAM, ALABAMA) OR AN APPROVED EQUAL.
COAT OF BITUMINOUS PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.
22"x34"
- DEPRESSED GRATE
INLET STRUCTURE
24"x36" FRAME
A AND GRATE DETAIL
D21 D2 I NOT TO SCALE
IV]vV I w` I�LCAv, ADD lkwY5
WITH DETECTOR METER CHECK
3" REDUCED PRESSURE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY
HOT BOX TYPE FROST o
PROTECTION ENCLOSURE,
HINGED ON SLAB, WITH
DRAIN DISCHARGE PORT
4" THICK CONCRETE
SLAB WITH THICKENED
EDGES, SLAB SIZED
FOR BFP AND ENCLOSURE
I
GRADE
04
TO BLDG.
24"x36" GRATE
7"
REDUCED PRESE-DETECTOR �1�\
16 DOUBLE CHECK -VALVE ETAIL �'lo
C12 D2 NOT TO SCALE
C13
HOBBS, UPCHURCH & AS90CIA7FS, P.A.
COlWLTM ENCIffifM D�2
3OUIHEPoV P/NES, AdOIFTTH CAHOLM 28387
PHONE: [phone] FAX: [phone]
DEPT OF NAVY NAVAL FACILITIES ENGINEERM
MARINE CORPS
CAMP
DESoec ~TECOM(SCE) INTEw�=ll Lir"f
F--
ov C K. DTU u_ MCsB:=: t. GER
MISCELLANEOUS DETAILS
_.
, APPROV90v,-M OR OICC DATE NAVFAC DRAWNO NO.
6000=
U SATISFACTORY TO D TELoom_BTfi OONTR NO. NO47
SCALE, AS
S, SPEC: C*0033 slur 14 Of 89

SEEDING SCHEDULE FACILITY
NUIL
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15
WORKING DAYS AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL
BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER,
AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE
KINDS OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL ARE IN POUNDS
PER ACRE (KILOGRAMS PER HECTARE).
TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB./ACRE)
MARCH 1 - SEPT. 1 GERMAN MILLET 120
TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT SPRING SEED MIX)
SPECIES RATE (LB./ACRE)
SEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200
KOBE LESPEDEZA 120
PERMANENT SPRING SEED MIX
SPECIES RATE LB. ACRE)
MARCH 1 - AUGUST 31 TALL FESCUE 50
CENTIPEDE 5
BERMUDAGRASS (HULLED) 25
FERTILIZER 500
LIMESTONE 4000
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
SPECIES RATE LB./ACRE)
TALL FESCUE 75
BERMUDAGRASS (HULLED) 25
FERTILIZER 500
LIMESTONE 4000
PERMANENT FALL SEED MIX
18"X18"X6" THICK
CONCRETE PAD
CAST IN PLACE
TAPPING
SLEEVE
CDC/`ICC OATC /1 D /Af•DC)
SEPT. 1 - FEB. 28 TALL FESCUE 50
CENTIPEDE 5
BERMUDAGRASS (UNHULLED) 35
FERTILIZER 500
LIMESTONE 4000
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
SPECIES RATE (LB./ACRE)
TALL FESCUE 75
BERMUDAGRASS (UNHULLED) 35
FERTILIZER 500
LIMESTONE 4000
APPROVED TALL FESCUE CULTIVARS:
ADVENTURE ADVENTURE II AMIGO ANTHEM
APACHE APACHE II ARID AUSTIN
BROOKSTONE BONANZA BONANZA II CHAPEL HILL
CHESAPEAKE CHIEFTAIN CORONADO CROSSFIRE II
DEBUTANTE DUSTER FALCON FALCON 11
FINELAWN PETITE FINELAWN FINELAWN I GENESIS
GRANDE GUARDIAN HOUNDOG JAGUAR
JAGUAR III KENTUCKY 31 KITTY HAWK MONARCH
MONTAUK MUSTANG OLYMPIC PACER
PHOENIX PIXIE PYRAMID REBEL
REBEL JR. REBEL II RENEGADE SAFARI
SHENANDOAH TEMPO TITAN TOMAHAWK
TRAILBLAZER TRIBUTE VEGAS WOLFPACK
WRANGLER
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER,
A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS
MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF
PLANT FOOD AS 10-20-20 ANALYSIS.
TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING"
AND APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE
OF 50 POUNDS (55 kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR
BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE
REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING
EACH KIND OF SEED.
FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND
STEEPER SHALL BE 10-20-20 WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED GRADE AND SHALL BE APPLIED AT THE
RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS
10-20-20 ANALYSIS.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW
AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER
ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS
OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE OF
APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS.
SUPPLEMENTAL SEEDING:
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR "SEEDING
AND MULCHING", WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED
MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLIEMENTAL SEEDING
MAY VARY FROM 25# TO 75# PER ACRE (28KG TO 85KG PER HECTARE). THE ACTUAL RATE
PER ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF
TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE
(HECTARE), TOTAL QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL
SEED. MINIMUM TILLAGE EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR
INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION.
A CLODBUSTER (BALL AND CHAIN) MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE
USE OF A SOD SEEDER.
MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (100 MM).
CRIMPING STRAW MULCH:
CRIMPING WILL BE REQUIRED ON THIS PROJECT ADJACENT TO ANY SECTION OF ROADWAY WHERE
TRAFFIC IS TO BE MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN SIX FEET
(2 METERS) OF THE EDGE OF PAVEMENT, STRAW IS TO BE CRIMPED AND THEN IMMEDIATEDLY
TACKED WITH ASPHALT TACK.
CRIMPING OF STRAW IN LIEU OF ASPHALT TACK WILL BE ALLOWED ON THIS PROJECT SUBJECT
TO THE FOLLOWING CONDITIONS:
ALL AREAS SEEDED AND MULCHED SHALL BE CRIMPED AND/OR TACKED WITH ASPHALT AS
DIRECTED BY THE ENGINEER.
CRIMPING WILL BE LIMITED TO SLOPES 4:1 OR FLATTER UNLESS THE CONTRACTOR CAN DEMOSTRATE
TO THE ENGINEER THAT STEEPER SLOPES CAN BE NEGOTIATED WITHOUT ALTERING THE TYPICAL
SECTION.
STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION
AND PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 INCHES
(200 MM).
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
WITH "SEEDING SCHEDULE" AND MIX WITH SOIL.
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE."
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING REQUIREMENTS.
ItII1lI1B' �� '�
C`7L. C7
IIIiI'I III. ' dil I)
6 CUBIC FEET
CONCRETE MIN.
TAPPING SLEEVE
17
C6
: 22
BOTTOM
ELEV. 21.(
1 /2"
CAST IRON
VALVE BOX
N.T.S.
SIDESLOPES SODDED
WITH CENTIPEDE GRASS
3 1 TO TOP OF BANK �3
11 4" MIN.
CLEAN SAND
BASIN BOTTOM
2 MIN.--
1' MIN. UNDISTURED IN -SITU SOIL
4" FLANGED GATE VALVE
W/ HANDWHEEL ACTUATOR,
4' FLANGED 90' BEND
18"X 18"X6" THI
CONCRETE PAD
TAPPING CAST IN PLACE
VALVE
6'-0"
I
N
;T IRON
VE BOX
:CHANICAL JOINT
ITE VALVE
SIZE VARIES X 4"
IMJ TEE
D.I.P. SIZE VARIES
(PRESS. CLASS 350)
i a PUMPER TRUCK CONNECTION
12 D3 NTS
CONCRETE WEIR STRUCTURE AT LARGE CLASSROOM
BUILDING AT CAMP DEVIL DOG
NOT TO SCALE
SEQUENCE OF CONSTRUCTION
1. OBTAIN EROSION CONTROL PERMIT AND ALL OTHER APPLICABLE PERMITS PRIOR TO ANY
LAND DISTURBING ACTIVITY.
2. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE OWNER, ALL CONTRACTORS
FOR LAND DISTURBANCE AND/OR EROSION CONTROL AND EROSION CONTROL AUTHORITY
PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN.
3. INSTALL SILT FENCE, SEDIMENT TRAPS, TEMPORARY DIVERSIONS, GRAVEL CHECK DAMS,
AND TEMPORARY SILT DITCHES AT THE LOCATIONS SHOWN ON THE CLEARING AND
GRUBBING EROSION CONTROL PLANS. ALL EROSION AND SEDIMENTATION CONTROL
MEASURES INCLUDING SEDIMENT TRAPS SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY. SEDIMENT TRAPS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION OF
THE PHASE IS NO LONGER POSSIBLE WITHOUT REMOVAL OF THE TRAP AND ALL POSSIBLE
EARTHWORK IS STABILIZED AROUND THE PHASE SUCH AS ROADWAY, GRASSED AREAS, ETC.
4. CALL NCDENR REPRESENTATIVE FOR SITE INSPECTION PRIOR TO ANY GRADING WORK.
ONCE APPROVED, BEGIN CLEARING AND GRUBBING OPERATIONS. ALL EARTHWORKS AND
GRADING OPERATIONS NEED TO BE STABILIZED PRIOR TO REMOVING SEDIMENT TRAPS.
5. BEGIN CLEARING AND GRUBBING AS APPLICABLE. MAINTAIN EROSION CONTROL DEVICES
PER SPECIFICATIONS.
6. INSTALL DRAINAGE SWALES WITH APPROPRIATE LINER. ESTABLISH VEGETATION IN
COMPLIANCE WITH NCDENR EROSION CONTROL REGULATIONS AND THESE PLANS.
7. REMOVE ALL TEMPORARY MEASURES AFTER SITE IS PERMANENTLY STABILIZED.
NOTES
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING,
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
x
co
Ir19
TC6 D3
C13
8" DOWN AND 4"
FORWARD ALONG
THE TRENCH -i
II
u
8' MAX. STANDARD STRENGTH FABRIC
W/ WIRE FENCE
A' MAX- STANDARD STRFNGTH FABRIC
FILL PIPE WITH
CONCRETE AND
DOME TOP
-PAINT BOLLARD WITH 2 COATS
EPDXY YELLOW PAINT
8"ID SCH 80
STEEL PIPE
FINISH
GRADE
24"0 CONCRETE
FOOTING
'+'rNlNllf
8"
8"
8"
BOLLARD
DETAIL
CONSTRUCTION SPECIFICATIONS:
NOT TO SCALE
UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET
SPACE POSTS EVENLY AROUND THE PERIMETER ON THE INLET, MAX.
4' APART.
SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM.
PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16" AROUND THE WIRE, AND SMOOTH TO AN EVEN LEVEL.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUND COVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2"
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
W
STEEL POSTS
W/WIRE MESH
19 GUAGE HARDWARE
CLOTH - 1 /4' OPENINGS
#57 STONE
A
INLET I
oo-o
ooQ0000Qo°000Q00000 NOTE:
�0OnOQn00 -_ OOn a INLET TOPS TO REMAIN
PLAN OFF INLET STRUCTURES WHILE
INLET PROTECTION IS IN PLACE.
4' MAX.
FILTERED v - 'INLET WALL
WATER
SECTION A -A
TEMPORARY INLET PROTECTION DETAIL
NOT TO SCALE
CONSTRUCTION NARRATIVE
THE PURPOSE FOR THE PROJECT AT CAMP GEIGER IS TO CONSTRUCT A NEW ADMINISTRATION
BUILDING, TWO CLASSROOM BUILDINGS, ASPHALT ASSEMBY AREA AND PARKING LOT FOR THE
SCHOOL OF INFANTRY (S01).
THE PURPOSE FOR THE PROJECT AT CAMP DEVIL DOG IS TO CONSTRUCT A NEW CLASSROOM
BUILDING, AN ADMINISTRATIVE BUILDING AND COVERED TRAINING AREA CALLED "THUNDERDOME".
THESE PROJECTS ARE DESIGNED UNDER THE DWQ'S HIGH DENSITY STORMWATER PERMITTING.
AT THE ON -SET OF CONSTRUCTION THE INITIAL EROSION AND SEDIMENT CONTROL DEVICES ARE
TO BE INSTALLED. AS CONSTRUCTION PROGRESSES REMAINING EROSION AND SEDIMENT CONTROL
DEVICES ARE TO BE INSTALLED AS WELL AS THE STORMWATER BMP'S. DURING THE ENTIRE
CONSTRUCTION PROCESS ALL DEVICES ARE TO BE PROPERLY MAINTAINED TILL FINAL STABILIZATION
HAS BEEN ACCOMPLISHED AND APPROVAL HAS BEEN AUTHORIZED BY THE SEDIMENTATION AND
EROSION CONTROL INSPECTOR.
WIRE FENCE
,
CONSTRUCTION SPECIFICATIONS:
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED
24" ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4'
a MINIMUM OVERLAP TO THE NEXT POST.
00 SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE
MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE
NATURAL POST. WIRE OR PLASTIC ZIP TIED SHOULD HAVE MINIMUM 50 POUND
GROUND 1 N TENSILE STRENGTH.
11 WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM
u OF 8' APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE
GROUND A MINIMUM OF 24".
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC
DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM
�-FILTER
FABRIC
50 POUND TENSILE STRENGTH.
to
BACKFILL TRENCH
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8"
DEEP ALONG THE
�IN
AND COMPACT
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
THOROUGHLY
yi
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND
SIDE OF THE TRENCH.
„ ,.
r...
p
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE
FILTER FABRIC AND
z
e
Up
COMPACT. THOROUGH COMPACTION OF THE BACKFILL
IS CRITICAL TO SILT
w v'
NATURAL
FENCE PERFORMANCE.
t •. �) �-
GROUND
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
STEEL POST MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
CROSS-SECTION VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
A SILT FENCE DETAIL
CqjD3j NOT TO SCALE
1
CONSTRUCTION SPECIFICATIONS:
REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL.
ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING
AND CLEANOUT.
VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE
AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND STABILIZE IT.
COMP,
2' MIN.
TEMPORARY DIVERSION SWALE DETAIL
NOT TO SCALE
C,�

TENSION WIRE
I CHAIN LINK
/ I FABRIC TYPICAL
LINE
POST
• • �nu111111�4 =111111� ..
TRUSS RODS
I4'I i' 4I Z /O" ►AIAI /ND \ i 4I
I' I J/ V IVI IIV. `1 I r./
POST
p,U O.,
10'-0"
21
12 F
WIRE
TIES
3 STRANDS, 4 POINT
BARB WIRE (TYPICAL)
12
NO. 7 COILED
SPRING REINFORCING °
WIRE
4 CORNER 4 : (:.a.I
c.
:'a v
10'-0"
N.T.S.
2.,
6"
CORNER
POST
BOND EACH GATE SECTION TO FENCE POST
WITH 1 1/2 INCH WIDE x 0.060 WOVEN
COPPER BRAID [TYPICAL FOR 2 EACH POST
FLEXIBLE CU STRAP
TO BE ATTACHED TO
GATE FRAME (TYPICAL)
TYP
PROVIDE #1/0
GROUNDING CONDUCTOR
BETWEEN GATE POSTS.2 —off
I a'
NO. 4 BARE CU GROUND WIRE, WEAVE THRU
FENCE FABRIC AND CONNECT TO TOP STRAND
OF BARBED WIRE, FLEXIBLE COPPER STRAP,
AND GROUND ROD. (TYP. BOTH SIDES OF GATE)
DOUBLE SWING
GATE
PLUNGER
BAR
c • .
c 111111=
4 GA
POST (TYP.)
BRONZED ALLOY
FENCE POST CLAP
WITH CONDUCTOR
CONNECTOR
1 " CONDUIT SLEEVE
°
=
v e 2'-0"
'
"
2 LINE
3' BELOW GRADE
POST (TYP.)
FLOW
W,
MAT -LINED
SWALE
INFLUENT
STORMWATER
TO LEVEL
SPREADER
DEVIL DOG SWALE DESIGN
SWALE
NUMBER
MIN.
DEPTH
BOTTOM
WIDTH
I SIDE
SLOPE
LINING TYPE
1
0.40 Ff.
0.00 FT.
5 : 1
EXCELSIOR MATTING
2
0.40 FT.
0.00 FT.
5 : 1
EXCELSIOR MATTING
3
0.50 FT.
0.00 FT.
5 : 1
EXCELSIOR MATTING
GEIGER SWALE DESIGN
1
1.00 FT.
11.20 FT.
13 : 11
EXCELSIOR MATTING
MAINTENANCE:
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS
AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY
CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT.
IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK
THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY
AND EVIDENCE OF SCOUR HOLES. REMOVE ALL SIGNIFICANT
SEDIMENTATION ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING
CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT
ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE
CHANNEL (PRACTICE 6.11, PERMANENT SEEDING).
SWALE SHALL BE PLANTED
WITH COASTAL BERMUDA
GRASS ONLY
SEE DESIGN
TABLE
1 LINING
EXCELSIOR MAT 2' / �� DEPTH
OVERLAP AT SEAMS J
STAPLES 2' O.C.
BOTH DIRECTIONS
VARIES - (SEE
DESIGN CHART)
NOTE:
PREPARE, SEED, AND INSTALL SOIL EROSION CONTROL
BLANKET ON DISTURBED AREA OF DITCH.
w
of
Zf!l
MAT -LINED SWALE DETAIL
NOT TO SCALE
` 18" CLASS
SLOPING B RIPRAP
VEGETATED DIVERSION SWALE
BERM AND SLOPING SWALE ••- -
,,.�FO REBAY DETAIL
INSTALL LEVEL AND FLUSH F
/ U WITH NATURAL GROUND 1 D6 NOT TO SCALE ~
i �O nnll,ulll' (NO FILL SOILS) :. . • '. :' ' '
-.
/ ZSTA'BILIZED
2 BOTTOM WIDTH
AND12 6" ,• ;,�_ .; • •
SEEDED GRADE
IIIIII All, nIIVI 12" MIN. . •moo
nI dII 12" DEPTH ..'
UI 6" 6" MIN. BURY OF
�,I null „„ II, MAT EDGES (TYP.) 2"-3" COURSE AGGREGATE '
I
FOREBAY'%II, 18" '� 18" CONCRETE CURB AND GUTTER ® 6" DEEP MINIMUM WITH
TO BE CONSTRUCTED DEAL LEVEL FILTER FABRIC UNDERLINER
Ili — MIN. 20 LONG
ll"" nl6 Ulu, PERMANENT SOIL REINFORCEMENT MATTING: NORTH �'�� � CONSTRUCTION SPECIFICATIONS:
TRANSITION AMERICAN GREEN C350 C-TRM (PERMANENT COMPOSITE
TO 0 GRADE U TURF REINFORCEMENT MAT OR APPROVED EQUAL). �� �CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER
�� OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
CROSS-SECTION VIEW �� PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
PLANS AND SMOOTH IT.
i IIIUi
Iln„ I "''\ 11 ullli INSPECTION AND MAINTENANCE PROVISIONS � � � � PPROL�E DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
llnn ��
BMP ELEMENT POTENTIAL PROBLEM HOW TO REMEDIATE THE PROBLEM ��� USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION
IIIII Mill FLOW SPLITTER AT THE FLOW SPUTTER DEVICE IS UNCLOG THE CONVEYANCE AND DISPOSE OF �� I i � �-� IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
uJ6 SWALE CLOGGED. ANY SEDIMENT OR DEBRIS OFF -SITE.
\ N STABLE &SEEDED II,,, l"" THE FLOW SPUTTER DEVICE IS MAKE ANY NECESSARY REPAIRS OR REPLACE ���� a v MAINTENANCE:
o mit UNDISTURBED u,U
� OUTLET SOILS DAMAGED. IF DAMAGE IS T00 LARGE FOR REPAIRS TO �� MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
�nlll� \ null
INSTALL LEVEL AND FLUSH BE MADE. a �c e
-o yob ,I II � L EAVlNG ?HE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSlNG WITH
WITH NATURAL GROUND THE SWALE AND THE THE SWALE IS CLOGGED WITH REMOVE THE SEDIMENT AND DISPOSE OF �� �— �� 2" STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT
(NO FILL SOILS) LEVEL LIP SEDIMENT. IT OFF —SITE. AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
o �2� nIV �I�II \ THE LEVEL LIP IS CRACKED, REPAIR OR REPLACE LIP. \1 ORANGE TREE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
II. „ SETTLED, UNDERCUT, ERODED l\ FENCING (TYP.)
OR
WISE DAMAGED.
�p THERE HSREROSION AROUND THE REGRADE THE SOIL TO SREATE A BERM THAT \ TEMPORARY GRAVEL
END OF THE LEVEL SPREADER IS HIGHER THAN THE
LEVEL LIP, AND THEN
y� c�9�01 6"x6" TREATED TIMBER BRATS SHOWS ED T STORMWATER HAS T�ISTESTABLOISHED.COPROVDE LVER AND IVMEEANDNAL H CONSTRUCTION ENTRANCED AI
�� II NQ1 II TO BE CONSTRUCTED ONE-TIME FERTILIZER. co C3 D6 NOT TO SCALE
DEAD LEVEL - MIN. TREES OR SHRUBS HAVE BEGUN REMOVE THEM. 1
20' LONG TO GROW ON THE SWALE OR
v v
DOWNSLOPE OF THE LEVEL LIP. }
C1 C`� G
THE RECEIVING WATER EROSION OR OTHER SIGNS OF CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE QUALITY WASHINGTON REGIONAL OFFICE, OR DRIP -LINE OF EXISTING TREE C11
OUTLET. THE 401 OVERSIGHT UNIT, 919-733-1786.
eE LEVEL SPREADER DETAIL
1d D61 NOT TO SCALE
TREE PROTECTION DETAIL
I D61 NOT TO SCALE

FOREBAY LENGTH (LF)
POND LENGTH (LP)
\ I
I
I
I \
I BOTTOM OF SHELF
I � I
I i �_ PERMANENT POOL
I I TOP OF SHELF
L---------- ---------- ��~y••
TEMP. STORAGE }'
e
-------------------------------------------------------
I
10'W VEGETATED I
SHELF TYP.
I I
I
6 PILE DIVERSION I I
WALL TO ACHIEVE I
D7 D7 DESIGN LENGTH I
I
I I
TRAVEL PATH i
�TO ACHIEVE
— DESIGN LENGTH
I I
I � I
I I
I � i
FOREBAY MAIN POND
`— BOTTOM OF FOREBAY (BOF)
TEMP. POOL STORAGE (TPS)
uvi fvm v, rv,vu \uwv� _--
111 n,, I A l .l
LANDSCAPING REQUIREMENTS:
1. POND SHALL BE LANDSCAPED IN ACCORDANCE WITH
PARAGRAPHS 6.2.2 AND 6.2.3 OF THE NCDENR STORMWATER
BMP MANUAL.
2. APPROVED PLANT SPECIES FOR THE POND IS LOCATED IN
TABLE 9-1 OF THE NCDENR STORMWATER BMP MANUAL.
3. PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET
OR OUTLET DEVICE.
10, TOP 4. SEVERAL SPECIES OF PLANTS AND SHRUBS SHALL BE USED
OF DAM TO PROVIDE A VARIETY OF PLANT LIFE.
5. SEE LANDSCAPING PLAN ON SHEET D-9 FOR PLACEMENT
AND SPECIES.
#4 REBAR
® 6" MAX.
SPACING
w
3
RISER 10, TOP
OF DAM
24" CMP
_ _ _ _ _ _ TOP OF DAM (TOD)
EMERGENCY WEIR (EW)
CONCRETE ANTI -
FLOTATION BLOCK
STORMWATER MANAGEMENT PONDS SCHEDULE
FOREBAY DIMENSIONS
POND DIMENSIONS
POND NO.
(TOF) ELEV.
(BOF) ELEV.
(SSF) ELEV.
(LF) LENGTH
(WF) WIDTH
WEIR LENGTH
(BOP) ELEV.
(SSP) ELEV.
(PP) ELEV.
(TPS) ELEV.
(BOS) ELEV.
(TOS) ELEV.
(EW) ELEV.
(TOD) ELEV.
(LP) LENGTH
(WP) ELEV.
DA 1
16.0
8.0
9.0
74'
37'
10'
7.0
8.0
15.0
16.0
14.5
15.5
16.5
17.5
204'
68'
2
co
2
to
NOTE: RISER
TRASH RACK SHALL BE INSPECTED
PFRIQf)IC:AI I Y AND ANY nFRPIR ON
THE TRASH RACK IS TO BE REMOVED
AND PROPERLY DISPOSED OF.
21 TRASH RACK D ETAI L
D7/ NOT TO SCALE
OUTLET
RISER
4" PVC PIPE
STUBBED INTO
OUTLET RISER
�- 6" PVC PLUG
SCREW TYPE
TEMPORARY POOL
TEMPORARY
6" PVC POOL
TEE
C7 PERMANENT POOL
PERMANENT
POOL
-6" PVC CAP WITH
2" DRAW DOWN
HOLE DRILLED INTO
THE BOTTOM
DRAW DOWN ORIFICE DETAIL
NOT TO SCALE
c
2
c
STAKE TO
SUPPORT WIRE
SUPPORT ROPE STEEL
TO WIRE TO POST (TYP.)
PREVENT SAGGING
TOP OF DIVERSION
WALL - EQUAL TO
TOP OF DAM
2-2X12 BEAM
3" DIA. PILE
3 1/8"
3 1
GLUE ENDS OF 202
BEAMS - STAGGER
ON OPPOSITE SIDE
t-3/4" STAINLESS
STEEL LAG BOLTS
NOTE:
AT PILES WHERE 2-2X12
BEAMS ARE CONTINUOUS,
PROVIDE 2-34" BOLTS
ON rt OF PILE.
Ulu ril-E
2
N
0
4-3/4" BOLTS
OR 2-3/4" BOLTS
- SEE NOTE
2-2x12 BEAMS
8" DIA. PILE
POND BANK
PILE DIVERSION WALL DETAIL
I D7T NOT TO SCALE
10'
MIN.
STORMWATER MANAGEMENT POND DETAIL
U'`� CONSTRUCTION SPECIFICATIONS:
C4 D7 NOT TO SCALE �t
SCOIR TAPLEDSOROTR NC EDP LJ__L �_� TOADE S DE.HE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE
CONSTRUCTION SPECIFICATIONS: INTO BOTTOM OR SIDE
5 CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION SUPPORT POST INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
SEDIMENT TRAP BAFFLES TOP OF BERM AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF 24" INTO BOTTOM STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24", SPACED A MAXIMUM
D7 D7 12" MIN. NCDOT #5 5 MIN. 18" MIN. ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OR SIDE (TYP.) OF 4' APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE
OR #57 STONE FACE OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. BAFFLE SECTION TOP OF THE FABRIC SHOULD BE 6" HIGHER THAN THE INVERT OF THE SPILLWAY.
°
3600CF/AC. ° ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY TOPS OF BAFFLES SHOULD BE 2" LOWER THAN THE TOP OF THE BERMS.
VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE THE INLET ZONE INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
° FILL IN LIFTS NOT TO EXCEED 9" AND MACHINE COMPACT IT. OVER FILL THE DISHARGE POINT. BASINS LESS THAN THE TOP OF THE BERMS.
EMBANKMENT 6" TO ALLOW FOR SETTLEMENT. 35% OF SURFACE AREA
° WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
DEPTH VARIES ° ° 8'x14'W(1YP) CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION FIRST CHAMBER 4�� MEASURE TO PREVENT SAGGING.
(SEE PLANS) ° ° ° EXISTING BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A 25% OF SURFACE AREA
WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE
�
18'THICK GRADE KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL. OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING.
— * PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND THE SOIL. EXTEND THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE.
�����_�����_I��������_����� ° THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE
I LENGTHxWIDTH 18' MIN. CLASS "B" OF THE DAM; OR OR STAPLES.
RIPRAP RIPRAP DISSIPATOR PAD * EXCAVATE A KEYWAY TRENCH ALONG THE CENTER OF THE SPILLWAY THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
VARIES -
I I FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. EARTHEN PINNED WITH 8" EROSION CONTROL MATTING STAPLES.
(SEE PLANS) NON -WOVEN GEOSYNTHETIC FABRIC THE TRENCH SHOULD BE AT LEAST 2' DEEP AND 2' WIDE WITH 1:1 SIDE EMBANKMENT
Li u AL
CROSS SECTION AT UNDERLINER
WITH
H AN 18 OVERLAP SLOPES. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN
CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY MAINTENANCE:
TO FACILITATE SEDIMENT CLEANOUT. BAFFLE (TYP.)
DESIGN OVERFILL 6" ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
SETTLED TOP 2:1 MAX. FOR SETTLEMENT ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A 5 REQUIRED REPAIRS IMMEDIATELY.
NOTES: 21 SIDE SLOPE MINIMUM BOTTOM WIDTH OF 3' AND A MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
1. TRAP SHALL BE CLEANED OUT
01 - TO THE BOTTOM OF THE SPILLWAY SECTION. OUTLET COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. WHEN SEDIMENT HAS ACCUMULATED WEIR LENGTH III=CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN SECOND CHAMBER REMOVE SEDIMENT DEPOSITS WHEN IT REACHED HALF FULL TO PROVIDE ADEQUATE25% OF SURFACE AREA
TO ONE HALF OF ITS DESIGN DEPTH 2 „ _ - ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PROESSURE ON THE BAFFLES.
� -111 VARIES - (i FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
2. ALL TEMPORARY DIVERSION SHALL ;II SEE PLANS) II' EMERGENCY SPILLWAY OUTLET ZONE SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
ENTER THE TRAP FOR THE OPPOSITE Ln I_ a o 11= 6" BELOW SETTLED TOP OUTLET STRUCTURE AT A MINIMUM OF 21 THE WEIR MUST BE LEVEL AND 15% OF SURFACE AREA
END OF THE OUTLET. tid I- CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
-I I C60 I NATURAL MATERIAL USED IN THE STONE SECTION SHOULD BE WELL -GRADED MIXTURE OF BAFFLE PLAN BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
GROUND STONE WITH A D50 SIZE OF 9" CLASS B EROSION CONTROL STONE IS RECOMMENDED AND STABILIZE IT.
NON -WOVEN 3,_0„ ( )
GEOSYNTHETIC AND A MAXIMUM STONE SIZE OF 14". THE STONE MAY BE MACHINE PLACED AND
MIN. 1:1 SIDE SLOPE THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE
FABRIC UNDERLINER SHOULD BE HARD, ANGULAR AND HIGHLY WEATHER RESISTANT. 5 BAFFLES FOR TEMPORARY SEDIMENT TRAPS
STONE SECTION DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
TEMPORAMAINTENANCE: SEDMENTRLADENPWATERINS TOOTHE DIVERSIONS
UPPEIRN NDITH OF OUTLET
POOLPROTECTION
TO IMPROVE DIVERT
BASIN D7 D7 NOT TO SCALE
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT TRAP EFFICIENCY.
(1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST , HOBBS, UPCHURCH & ASSOC/ATES, P.A.
AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET COAOLVAIG ENGNSSW D�7
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE SOU}�YPANE�IYOUHCARCLINA28W7
THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE THE PHONE; 910 692-5616 FAX: [phone]
OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. CENTER TO CONFINE THE OUTFLOW STREAM. DEPT OF NAVY NAVAL FAcLmEs COMM
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS MARINE CORPS BASE
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5' BELOW SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. CAMP L.EJEUNE NORTH CAROLINA
THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL DE' jw
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION. DR• DM TECOM (S01) INTERIM FACILITIES,
THE SPILLWAY MUST BE REPLACED IMMEDIATELY. __—,____,
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, SHOW LEVEL (11E DIST NDCE E FROM
GN THE TOP
THE THE SPILLWAY
I LW Y TO T TE ISETD EE T CLEANOUT 4. " r%DTu MCB, CLNC
cw
REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO+''~SS/ STORMWATER MANAGEMENT POND DETAIL
BLEND WITH THE ADJOINING AREAS, AND STABILIZE PROPERLY. INSTALL POROUS BAFFLES AS SPECIFIED. � ::oFE rXmw noa
-4-NN TEMPORARY SEDIMENT TRAP DETAIL
31 D71 NOT TO SCALE

CAST -IN NON -RADIAL OPENINGS W/FLEX
WET INSIDE DIA. L / / � �—� m { ,
WET WELL. I \� , s , (�"� r� (—� - 2" PVC DISCHARGE RIB
NOTE:
CONTRACTOR SHALL PROVIDE
POWER FROM ISMET BUILDING
PANEL "B"
208/120V
DISCONNECT
ITO PANEL
iD
4" PVC CONDUIT
ELEV. 13.50'
LEAD PUMP
6" INLET HUB
ELEV. 13.00'
ELEV. 12.90'
LEAD PUMP
INV. ELEV. 1.25'
WATER PUMPING STATION
PLAN VIEW
NOT TO SCALE
NUM DOOR
PUMP STA
PLAN VIEW
N.T.S.
DUPLEX CONTROL
BOX
6"x 6" MOUNTING
PEDESTAL
PUMP STATION COVER
PLAN VIEW
3" VENT PIPE
(PVC)
RIM ELEV. 20.50'
w
STORM WATER PUMPING STATION
ELEVATION VIEW
NOT TO SCALE
SS
2" D.I. CHECK VALVE
(TYPICAL OF 2)
48" DIA. CONCRETE
WET WELL (4'-0")
GALVANIZED PIPE FOR
LIFT OUT RAIL ASSEMBLY
1—SUBMERSIBLE NON —CLOG
SEWAGE PUMPS
12" COMPACTED
STONE BEDDING
STORM WATER
RETURN
c BLINDFLANGE W/ 1 /4" PUMP STATION
4 1/2" GAUGE
2" D.I. GATE VALVE 4
(TYPICAL OF 2) D8 D1
VIP STATION DESIGN CRITER
PUMP CAPACITY 100 GPM
TOTAL DYNAMIC HEAD 24.22 FT
FORCE MAIN SIZE 4.0 INCH
FORCE MAIN LENGTH 758 FT
FORCE MAIN HIGH POINT 17.50 MSL
VELOCITY AT PUMPING RATE 2.55 FPS
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS,
WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
ELEV. 20.00'
INVERT IN. 13.00'
3' MIN.
1' MIN.
DIP (CLASS 250)
ELEV. 13.00'
ELEV. 12.00'
NOTE:
CONTRACTOR SHALL WRAP SLOTTED PVC PIPE
WITH FILTER FABRIC AND BACKFILL WITH 6"
MIN. DIA. RIPRAP TO AN ELEVATION 1' ABOVE
PIPE ALONG ENTIRE LENGTH OF PIPE.
TOTAL LENGTH OF DIP AND PVC PIPE= 45LF
8" PVC SLOTTED PIPE
20' MIN. 0 0,40%
STORM WATER RETURN PUMP DETAIL
NOT TO SCALE
SEE GRADING PLAN ELEV. 20.00'
SLOPES AND DEPTHS
8" PVC SLOTTED PIPE
20' MIN. 00.40%
TO PUMP
e
° INVERT IN. 13.00'
a 8" DIP CLASS 250
a a
2"
e
6"x6" WELDED
NOTE: WIRE FABRIC
CONTRACTOR SHALL WRAP SLOTTED PVC PIPE PUMP NOTE:
WITH FILTER FABRIC AND BACKFILL WITH 6"
MIN. DIA. RIPRAP TO AN ELEVATION 1' ABOVE SEE DETAILS SHEET D-8 FOR STORMWATER
PIPE ALONG ENTIRE LENGTH OF PIPE. RETURN PUMP.
CONCRETE STORM DRAINAGE BASIN DETAIL
NOT TO SCALE
� . — ELEV. 13.00'
° ELEV. 12.00'
CONCRETE SUPPORT
RIPRAP BLOCKS WITH
STAINLESS STEEL TIE
DOWN STRAPS BOLTED
T0T@PWtWE22.%' MIN
REQUIRED

s� (2) PIECES OF REINFORCED
i RUBBER HOSE & DBL. STRAND
CEDAR STAKE 8'-0" LONG #12 WIRE, TWISTED.
2" TO 2 3/4" DIA. WRAPPING (BURLAP
OR KRAFT PAPER
12 PINE BARK WRAP)
(MULCH) IF NO "
GROUND COVER �2"
CALIPER (MIN.)
TEMPORARY ��
SAUCER /—FINAL GRADE
SPECIFICATIONS FOR TREE PLANTING
1. TREES SHALL BE OF NURSERY STOCK OF AN APPROVED SPECIES, GROWN UNDER THE
SAME CLIMATIC CONDITIONS AS THE PARTICULAR SITE. THEY SHALL BE OF
SYMMETRICAL GROWTH, FREE OF INSECT PEST AND DISEASE, SUITABLE FOR STREET
TREE USE.
2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX INCHES ABOVE THE
FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE (3) INCHES.
3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL
PRACTICE.
THE FOLLOWING IS DECLARED TO BE GOOD HORTICULTURAL PRACTICE:
(1) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER
(2)
(3)
18" MIN.
PLANTS
UP TO A
HIGH, 2(
MIN. FOF
PLANTS
OVER 4'
HIGH
TREE WRAP AND THE TREES BE STAKED WITH TWO (2) CEDAR
POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH
RUBBER HOSES. (SEE PLANTING DETAIL SHEET)
ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,
AND THE BALL SHALL BE AT LEAST TWO AND ONE HALF (2 1/2)
FEET IN DIAMETER.
ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL.
TREE PLANTING DETAIL
NOT TO SCALE
SHRUB
NOT TO SCALE
IN VERY SILTY SOILS,
PLACE A HANDFUL OF
GRAVEL AROUND BASE
OF PLANT TO PREVEN'
WASHOUT
0
PRUNE 1/8" OF LEAF AREA BUT
RETAIN NATURAL FORM
SPRAY WITH WILT —PROOF
\CCORDING TO MFG'S
NSTRUCTIONS IF FOLIAGE IS
"RESENT
ROUND LINE TO BE SAME AS
J THE NURSERY
REMOVE BURLAP FROM TOP
OF BALL
BACKFILL WITH TOPSOIL & PEAT —
MOSS 3:1 RATIO BY VOLUME IN 9"
LAYERS —WATER EACH LAYER
UNTIL SETTLED. DO NOT TAMP
6" FOR PLANTS UP TO 4' HIGH
8" FOR PLANTS OVER 4' HIGH
PLANTING DETAIL
SUBMERGED
NOT TO SCALE
E
TOP OF PLANTS SHOULD BE
1"-2" BELOW SURFACE OF
WATER
PLANT ROOTS IN A HANDFULL
OF SAND
TIE A GROUP OF 2-3 PLANTS
TOGETHER WITH BURLAP
STRAP AND USE 8" WIRE
SPIKE WITH HOOKED END TO
ANCHOR INTO GROUND
PLANTING DETAIL
LANDSCAPING LEGEND
KEY
I QUANTITY
COMMON NAME
I BOTANICAL NAME
SIZE
SPACING
FLOATING AQUATIC PLANTS DEEP POOL
Sp
—
SPATTERDOCK
I NUPHAR POLYSEPALUM
BARE R00
5'
DM
—
DUCKMEAT
I SPIRODELA POLYRHIZA I
BARE R00
5'
PO
—
PONDWEED
I POTAMOGETON SPP.
I BARE ROO
5'
EMERGENT PLANTS
rSHALLOW WATER
PW
—
PRIMROSE WILLOW
LUDWIGIA SPP.
" POT
2'
AA
—
ARROW ARUM
PELTANDRA VIRGINICA
POT
2'
AH
—
ARROWHEAD
SAGTTTARIA LANCIFOL.IA"
[4"POT
2'
BF
—
BLUE FLAG IRIS
IRIS VERSICOLOR
UBER
2'
HERIACEOUS
P
ANTS rSHALLOW LAND
WS — WHITE STAR GRASS DICHROMENA LATIFOLIA 4" POT 2'
PM — PINELANDS MALLOW HIBISCUS ACULEATUS 4" POT 2'
SL — SPIDER LILY HYNEBOCALLIS EULAE 4" POT 2'
SM — SCARLET MALLOW HIBISCUS COCCINEA 4" POT 2'
SD — SEDGES CAREX SPP. 4" POT 2'
SS — SEASHORE MALLOW KOSTELEWA VIRGINICA 4" POT 2'
TREES SHALLOW LAND
BC I —
I BALD CYPRESS
TAXODIUM DISTICHUM
1 7 GAL.
15'
GRASS BUFFER
CENTIPEDE
NOTE
THIS LANDSCAPING PLAN WAS GENERATED IN ACCORDANCE
WITH'THE CURRENT BEST MANAGEMENT PRACTICES
ESTABLISHED BY NC-DWQ FOR STORMWATER MANAGEMENT.
THE LANDSCAPING CONTRACTOR IS REQUIRED TO REVIEW
THIS PLAN FOR FEASIBILITY AND MORTALITY OF THE
SPECIFIED PLANTS UNDER THE DESIGN CONDITIONS, PRIOR
TO ORDERING MATERIALS OR STARTING CONSTRUCTION. THE
CONTRACTOR SHALL NOT CLAIM "AFTER THE FACT" THAT
THE PLANTS HAVE FAILED DUE TO DESIGN.
NO DEVIATION FROM THIS PLAN SHALL BE MADE WITHOUT
PRIOR APPROVAL FROM THE ENGINEER.
USE BURLAP OR OTHER BIODEGRADEBLE
POTS AND INSTALL ENTIRE POT WITH PLANT
INTO THE SOIL. PREP AND LOOSEN
SURROUNDING SOIL AS REQUIRED BY
ACCEPTED PLANTING STANDARDS.
"
----------
. BOTTOM OF � , A -�/
s S TO?-SHELF-(TYP-) - - - - - - - -
�� Q PLANTS (TYP.)
MAIN POND - ---- -- ----
j
Y
GRAPHIC SCALE
( IN FEET )
1 inch = 10 &
r
HaM. UPCHURCH & ASSOCIATES, P.A.
CQVSlA 7IW S%
FJ4 T mol, NOMH CAM -NA 28387 D 9
PHONE: [phone] FAX: [phone]
DEPT OF NAVY NAVAL FACLUMS ENGH33 JO COMMAP®
MARINE CORPS BASE
SATISFACTORY TO
TECOM (SOI) INTERIM FACILITIES,
MCB, CLNC
BMP LANDCAPING PLAN
AS I SPEC. 080033 1 8-18=T 19A OF 89