SW7120705_APPROVED PLANS_20120801

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
/a/JSf(%I
YYYYMMDD

2 3 4 5 I vv -7 o-7a5-
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A
VICINITY MAP
NOT TO SCALE
� LOCATION MAP
NOT TO SCALE
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AREA OF WORK
BUILDING 3451-
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TEMPORARY MESS
HALL LOCATION
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CHERRY POINT MESS HALL RENOVATION
MARINE CORPS AIR STATION
CHERRY POINT, NORTH CAROLINA
• PROJECT NO. CP1212M - REPAIRS TO MESS
HALL, BUILDING 3451
• PROJECT NO. CP12022M - FACILITY ENERGY
REPAIRS, BUILDING 3451
• PROJECT NO. CP12023R - FACILITY ENERGY
IMPROVEMENTS, BUILDING 3451
CONTACTS
MICAS CHERRY POINT
FACILITY ENGINEERING DEPARTMENT PATRICK FAULKNER, P.E.
BUILDING 163, CURTIS ROAD PROJECT MANAGER
MCAS CHERRY POINT, NC 28533 [phone]
FAX: [phone]
E—MAIL: Lawson. Faulkner®USMC.mill
ENGINEERS __ / „ARCHITECTS I PLANNERS
DJG, INC. JOHN C, OZMORE, AIA
449 McLAWS CIRCLE PROJECT ARCHITECT
WILLIAMSBURG, VA 23185 [phone]
FAX: [phone]
E—MAIL: jozmore®djginc.com
ALL WORK SHALL BE PERFORMED IN ACCORDANCE
WITH NESHAP ASBESTOS REGULATIONS, 40 CFR 61
SUBPART M, AND OSHA REGULATIONS 29 CFR
1910 AND 1926.
APPROVE[) S
"NA ENVIRC-IYMENTAL
fANAGEMENT COMMISSION
'1:010N OF WATER QUALITY
JUL 2 4 2012
NO .DER
IESII
NED do ENGINEERED BY:
ADA/or
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ENGINEERS ',;,��,w;,;�;0. ;M.L.
ARCHITECTS ;;;;', ;'_';;'."°d,x
PLANNERS ....,,,.....
I�iP1,TH OF
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Lie. NJ 4303
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S— 30-12 seAr_
APPROVED
DATE
APPROVED
A/E
EFD
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JDD DRAWN
DFB REvIEW
DJQ oc
CHIEF
ARCH./ ENGR.
PROJECT MANAGER
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FIRE PROTECTION
M H
BRANCH MANAGER
DESIGN DIRECTOR
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CODE ID. NO. 80091
SIZE
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SCALE:
AS SHOWN
FED
NO.
STA
PROD.
NO, C, P 1 21 2 M
SPEC- NO-
CON5TR.
CONTR, N0.
NAVFAC DRAWING NO.
12618059
SHEET I OF
G=�01
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.__._._._ _.- _._1 .. -.. .r��-� �.�---- ��_ .-.1_ .. y. _ .. ._ __•_ _'.i�.._ 'i ii�� L��.�-L. �i r_•�i !:73i.:f..s
1 2
3
4 1
a 6,bA
a6�
f X I THE SCHEDULE BELOW AND THE TEMPORARY MODULAR MESS
EX. CHAIN -LINT( SECURITY FENCE(TBD) I L, � 4X GRASS
HALL OF THE TRAILER LAYOUT ARE AN EXAMPLE OF A
TEMPORARY MESS HALL COMPLEX. THE CONTRACTOR SHALL
1� NOTES: PROPOSED DROP INLETS SHALL BE NCDOT STANDARD CONCRETE 4X. GRASS EX 24" �� \ PROVIDE, INSTALL, AND REMOVE THE COMPLEX AT
DROP INLET DRAWING 840.14. a- --- - - - -0 - --- -- - - - _a_ - - -© EX 30' OAX - Ex. 24" _ EX. �'� PINE
-a_ - -a_ a Ex. DI I CONSTRUCTION COMPLETION OF THE BUILDING 3451. THE
HORSESHOE ROCK INLET PROTECTION ACCORDING TO NC E&S - -On 4 -� -�n- - - - _3�n_.-- - - 3�n_ - Ex. z'� PINE i TEMPORARY MESS HALL SHALL HAVE THE CAPACITY TO
MANUAL SECTION 6.55. Osn ��n -_ - - - - - G0n- - - - --- -���` ( PROVIDE THE MEAL TYPES AND QUANTITIES REQUIRED IN THE
AFTER SITE HAS BEEN FULLY STABILIZED REMOVE SEDIMENT FROM I � PROJECT SPECIFICATIONS. w
SEDIMENT BASIN AND REGRADE AND SOD TO MATCH THE GRASS
SWALE. THEN REMOVE SEDIMENT, BY HAND, THAT MAY HAVE (P)INV=15.80 �; ,<
N BASIN. NOT COMPACT CORE AND SEAL NEW \ CONNECT TO PED AS
ACCUMULATED WITH IN THE INFILTRATION B S DO Ex. DI
N WITHIN THE BASIN. CONNECTION TO MANHOLE
THE EXISTING GROUND DIRECTED BY CO. 5EE
- 30jj-
L39n- � �...- ---- 3D#1- ------ -3Dn - _�-___ _- __ - - 3�n- __-_. � � -{�--- - -39i1 ---- �--- -3Dfl -•--•- � �z -
�-a�n�LE�TRICAL DRAWINGS ^
i RIM--2.5� PED
6z FzEX. 8" Ex. 10�E)(. 10INv=t4.],.zQs - 5 ___--Ss Ex_ C! EX. SMH Ex- DIEx. SMH EX. SMH �(NOT FOUND RIM=22.1 R9'ZZ RIM-23.4 RW=23.5 ` -
s0 INV=20.6 `23 I INV=15.7 INV=15.8 INv=39.0 s
Ex. DI Ex. t5" a- a-
RIM=22.5 Ex- CI '�'J EX. 1$"
Ex SLIDING cATE(TBD) TR NCH E PVMNT PATCH INv=t9.1 LEx. ASPHALT �av- 8L2 �' J x sul�l>uc cArE { \
G4
123.1
I V=20.3 EPf`�
±23.09 r 1
MEG .4 -
23.37 ,
:5 EP _4 -
OAK TREE-
(TBD)4 C?
±23.43 I 23,25
MEG EP 4.50
£t €a R75' FG
LOADING DO K
1 O'X56' K.' 1'S' j .. 23.60
EP
TOP ELE=27 00
EX. CHAIN -LINK ! s t
T
SECURITY FENCE---
` { ; (-I )y '. ASS Fy•.y
(TBD) . Cj
I' OAK TREE 24.5
,
MEG r 23.7 (TBD) 6_6"EXSTEPS
t. EP
2 .70 24.25
E .s R50 FG
ir
1
REMOVE ±300 CONCRETE SIDEWAIK
LF OF FENCE -
(SEE NOTE #7) 24.5
R5
23 t .69
CJ
:'•:
`
24'
MG
'' '-::
E TYP
E X. CON
CRETE
2 30
A K '•�.?
"IDEWE
23.8 -
"R
f 7 ME
G
.50
REMOVE CURB - -x - -23 i�
AND GUTTER
RJ
MEG b 9szINV.=20.30 24.00
B WHEEL STOP ±23.90
(TYP. OF 41) MEG R15'
- �-23, � Lt"ZZ 9r Z � � 69 1Z I
TO MEET & MATCH EXISTING
€L 9j 65+z Z�IZ- - -gat - - - - �-t€z - - 6 t -23-
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_ _GII�EASE- ATE tfEFOR 180 LF-8" SCH f �� f - 7 Ei. 23.5a EX. 30- PIN / I }
- 1,500 GALLONS (SEE - - ��-
- t � � I I
SHEET P-502, GGI-3 40 PVC ®1
) A 1 �- _ E�. 20" GUMS (�j 7� � -24- - ..._ . f � EX. CONCRETE SIDEWALK f � }
RIM= 24.75 �� FES 20.35 1 ! 8' WIDE HANDICAP za (TBD)�9-
INV iN=19.77 9 LF-6" SCH - 5 �dRASS SWALE i !
INV OUT=19.60 40 PVC ®1% . �ACGESSIBLE RAMP (SIMILAR
s . ETAILS`01d SHEET A-401) SLOPE 0.75% r Ex 18' PINE I I
1 BOTTOM WIDTH 2 - - -- - t \ fl Ili
2 �� I
23 3 22 �\ SIDE SLOPES 3:1 $AFFLE (TYP OF 3 t
I
W/ E&S BLANKET � X. CHAi�J-LINK SECURITY FENCE�
24.50 �! 17.50 (TBD)
SAN MH, RIM=24.75 /FG 27.25 F O FG f Iz trz
fo@
® ne
®J no ® no
®� ® INv=19.50 F !
1 19.00 SEDIMENT TRAP i
A 24.50 FG ROCK WEIR. I III I
O O 0 4®® O ®®O O 0 0 O 0 O®© 0 0 ® 0® ®®®® FG IRAs TOP ELE-22.5 I I
180 LF- J" SCH 40� TEMPORARY 186 LF-4' SCH 40 ``t F� 5 i 17.50 Ex. CONCRETE SlaEwALK
PVC 0 1 % MIN; HUNG KITCHEN FF=27.2 PVC ® 1 % MIN HUNG sx. cRAs7 8' WIDE FG
ACC£ G 18.68 HORSESHOE Q
FROM TRAILER BOTTOM FROM TRAI ER BOTTOM 24.50 RAMP (SIMILAR TO DETAILS ON FG*
G ROCK INLET
w w w w +� w SA w s N w AN w w FG SHEET A-401) B 19. 0 PROTECTION
186 LF-6" SCH 40 145 LF-6" SCH 40 66 LF-6" SCH 54 LF-8" SCH 370 LF-INSULATED 3" SAW CUT &REMOVE SIDEWALK FG T j f
PVC 0 1 % MIN HUNG PVC ® 1 % MIN HUNG 40 PVC ® 1 % 40 PVC ®1 % ` PVC WL HUNG FROM $ CD ` REPAIR TO MATCH EXISTING 45 LF - 15" } }
BELOW GRADE
FROM TRAILER BOTTOM FROM TRAILER BOTTOM. r _ �24_ _ _ _BELOW GRA� TLFRTTM _ I 150 LF- 6" PVC WL RCP 2.22% FES18.00
�SDCNAlN-LINK URITY FE 4� i BELOW GRADE / EX. STEAM PIT , Z
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ll I ATION POSE -
---�s- -- - - - - -is -- -tS- - -is
f - I �i� �� SAW CUT & R M E
- - - - - ax -SIDEWALK. REPAIR
ar€Z L5 €z LG €z 9' IS'�z �G €z Ex. STEAM PIT es €Z Ex. DM? FES 17.00 ' 18
- XISTIN
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X. REMOVE V t F OF FENCE � � E O E 300 L /
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OUTLET ------••- a - a a NAIL f - � MAC 7
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- NOTE 10 THIS SHEET
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EXAMPLE OF MODULAR UNIT
KITCHEN
SCHEDULE
MARK
DESCRIPTION
SIZE
WATER POC
WASTE POC
1
DRY STORAGE
12'X56'
NA
NA
2
WASH MODULE 1
12'X56'
2"
3"
31
WASH MODULE 2
12'X56'
1-1/2"
3"
41
COOK MODULE 1
12'X56'
1-1/2"
*3",3/4",3/4"
5
PREP MODULE 1
12'X56'
1-1/2"
3"
6
PREP MODULE 2
12'X56'
1-1/2"
3"
7
PREP MODULE 3
12'X561
1-1/2"
3'1,
8
COOK MODULE 2
12'X56'
1-1/2
* 311 ,3/4 ,3/4"
9
VEGGIE PREP 1
8. 5'X56'
1-1/2"
3"
10
VEGGIE PREP 2
8.5'X56'
1-1/2"
3"
11
DELI COOK MODULE 3
12'X56'
1"
*3",3/4",3/4"
12
DELI SERVE
12'X56'
1"
3"
13
SERVERY 1
12'X56'
1"
3"
14
SERVERY 2
12'X56'
1"
3"
15
EMPLOYEE RESTROOMS
12'X56'
1-1/2"
4"
16
LOCKER ROOM
12'X56'
NA
NA
17
OFFICE
12'XSV
NA
NA
18
DINING MODULE 1
12'X60'
NA
NA
19
DINING MODULE 2
12'X60'
NA
NA
20
DINING MODULE 3
12'X60'
NA
NA
21
DINING MODULE 4
12'X60'
NA
NA
22
DINING MODULES
12'X60'
NA
NA
23
DINING MODULE 6
12'X60'
NA
NA
24
DINING MODULE 7
12'X60'
NA
NA
25
DINING MODULE 8
12'X60'
NA
NA
26
DINING MODULE 9
12'X60'
NA
NA
27
DINING MODULE 10
12'X60'
NA
NA
28
DINING MODULE 11
12'X60'
NA
NA
29
DINING MODULE RESTROOMS
12'X56'
1-1/2"'
4"
30
WALK-IN FREEZER
8'X20'
NA
3/4"
31
WALK-IN FREEZER
8'X20'
NA
3/4"
32
WALK-IN FREEZER
8'X20'
NA
3/4"
33
WALK-IN COOLER/THAW
8'X20'
NA
3/4"
34
WALK-IN COOLER
8'X20'
NA
3/4'
35
WALK-IN COOLER
8'X20'
NA
3/4"
36
WALK-IN COOLER
8'X20'
NA
3/4"
37
WALK-IN COOLER
8'X20'
NA
3/4"
38
WALK-IN COOLER
8'X20'
NA
3/4'
39
WALK-IN COOLER/DAIRY
8'X20'
NA
3/4"
40
FLIGHT LINE
8.5 X56
irr
3"
41
FLIGHT LINE
8.5 X56r
1u
3n
42
WALK-IN COOLER
0
" r
8 x2 0
N A
"
3 / a
43
COOLER
WALK-IN CO
8rX2 0r
N A
4"
3/
44
WALK-IN FREEZER
8'X20'
NA
3/4"
45
SPRINKLER VALVE ROOM
12rx 56r
6 ",
NA
461
BREEZEWAY MODULE
12156'
1 NA
INA
- - - -
� ~'
4. =
- -
- 2 r= = oa-
_ - =-
- 99f1^
- - -21- r
- 1s P
- 'r� /� 22- = =
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o
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- ---- Win- � �• �- ='�-�c�
-
- _-_ -21_ - _ _ o-
-
�
*
Rl,�'
DENOTES UNIT IS CONNECTED TO THE GREASE TRAP
_ , _ -
--
- - - -
-IIdG`- `2
a 4� =z2:-_
� ` V. 21 _• 90 �-
- '= G ;19 _ X. t S" RCP �",� .. - 2 t- -
ALE=23.78 _ ,_._ -
- - - !
~1--m- -- -
LEGEND
-INv,-�Q46
_--
- -___-
`
_ _ _
- -
gzU 11.14 R6ZZ -- -
TRENCH (E) PVMNT/PATCH (2) Ex. t51NRCP9 44
_ M
6saZ
-z.
INV. EXISTING
�
8"x6" WET TAP
s9iZ�
3.7 Ex. e
2 6
CI WATER lAAIN
Ex. 8" RCP INV.=2O.18 94
INv.=�o.09
� �
PROPOSED
-
U
MEG 24.50
f23.75
CORE INTO
(E)
5TH AVE & GATE VALVE
TO MEET & MATCH EXISTING I AT 3 STEEL I X. s" CI wA�ER MAIN
�-warER SERVICE
�
SEWER MAIN
UNIT IDENTIFIER
MEG
INLET; ELEV.
20.30
R25' STRIPE (E) PAVEMENT
TRENCH
(E) PVMNT/PATCH
NOTES:
D
UGC
STORM DRAIN
UNDERGROUND
COMMUNICATIONS
®
CONSTRUCTION ENTRANCE
(13 SPACES)
TO MEET & MATCH EXISTING
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR -IGE
UNDERGROUND
ELECTRIC
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN
w
WATER LINE
SILT FENCE
SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE
ST
UNDERGROUND
STEAM
TREE PROTECTION
PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
22
CONTOUR
GRAPHIC SCALE
2 PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT
TO--
FENCE
TEMPORARY MESS HALL SITE PLAN 40' 0' 40' 80'
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
= K5.00
SPOT ELEVATION
IP INLET PROTECTION
3. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING ALL SANITARY AND WATER PIPES, VALVES,
� O-�
AREA LIGHT
CULVERT INLET PROTECTION
INC GRID NAD 2007
NAVD 1988 SCALE: 1" = 40'
BENDS AND FITTINGS SUSPENDED FROM THE TEMPORARY MESS HALL AND ALL UNDERGROUND
❑
DROP INLET
®
SANITARY SEWER, INCLUDING MAKING CONNECTIONS TO TRAILERS.
CURB INLET
PAVEMENT TO BE DEMOLISHED
4 CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTING ABOVE GROUND WATER AND SANITARY TO
POWER POLE
.$ A
-
MINES
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11011
In
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®_���_�
1101
ANN
MINE
101
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MINE
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-_
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NEW
MEN
\
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1101\
! !1 ! ! !1 !
• SANITARY LINE HORIZONTAL
'
BELOW GROUND WATER AND SANITARY.
o CO
CLEANOUT-SANITARY OR STORM
ASPHALT PAVEMENT
5.
CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTING SANITARY, WATER, AND POWER TO EACH
SANITARY SEWER MANHOLE
- `'•CONCRETE
PAVEMENT
UNIT. SEE UNIT SCHEDULE ON THIS SHEET FOR WATER AND SANITARY CONNECTION SIZES.
®
STORM SEWER MANHOLE
6.
AFTER COMPLETION OF THE PERMANENT MESS HALL THE CONTRACTOR WILL BE RESPONSIBLE
p
SURVEY CONTROL MARKER
&
HANDICAPPED PARKING SPACE
FOR COORDINATING AND REMOVING ALL ABOVE GROUND UTILITIES AND PLUG OR CAP ALL
WATER VALVE
UNDERGROUND UTILITIES. LOADING DOCK ACCESS AND ALL SIDEWALKS ADDED SHALL BE
'�
FIRE HYDRANT
- -
ATFP SETBACK
7.
REMOVED AND STABILIZED.
PRIOR TO CONSTRUCTION, DEMOLISH ±300 LF OF SECURITY FENCE AS SHOWN TO
�.
ELECTRIC MANHOLE
MEG
MATCH EXISTING GRADE
ACCOMMODATE: CONSTRUCTION ACTIVITIES. THE REMAINING SECURITY FENCE AS LABELED ON THE
COMMUNICATIONS MANHOLE
PLANS SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION TO LIMIT ACCESS TO THE
°
JUNCTION BOX
TBD
TO BE DEMOLISHED
CONSTRUCTION SITE. UPON SUBSTANTIAL COMPLETION, DEMOLISH THE ENTIRE SECURITY FENCE
CAST IRON
PVMNT
PAVEMENT
AND (2) GATES AS LABELED ON THE PLANS.
CONTRACTION JOINT
8.
TEMPORARY MESS HALL TRAILERS ARE TO BE FULLY SKIRTED TO INCLUDE INSULATION FOR THE
DI
DROP INLET
WSE
WATER SURFACE ELEVATION
CRAWL SPACE AREA_
DMH
DRAINAGE MANHOLE
9.
PAVED SURFACES SHALL BE SAW CUT RETAINING STRAIGHT EDGE. SHOULD THE EDGE BECOME
EL.
ELEVATION
FES
FLARED END SECTION
JAGGED OR UNEVEN, PROVIDE A STRAIGHT SAW CUT A MINIMUM OF 12 INCHES FROM THE
EX
EXISTING
JAGGED/UNEVEN PAVEMENT EDGE ALONG THE ENTIRE LIMITS OF ADJACENT PAVEMENT. REMOVE
EOP
EDGE OF PAVEMENT
R3'
RADIUS
PAVEMENT FROM EXISTING PARKING AREA AS NECESSARY TO ALIGN EDGES WITH NEW ASPHALT
FFE
FINISH FLOOR ELEVATION
SPOT ELEVATION
AND PROVIDE A SMOOTH TRANSITION.
INV.
INVERT
�24.30
10.
CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO CONSTRUCTION.
MIN
MINIMUM
WATER LINE
w
11.
CONTRACTOR SHALL COORDINATE CONNECTION TO EXISTING WATER MAIN WITH THE MICAS
TPED
TELEPHONE PEDESTAL
CHERRY POINT UTILITY SERVICE PROVIDER.
RCP
REINFORCED CONCRETE PIPE
SAN
SANITARY SEWER
12. PROVIDED WATER METER WITH PULSED OUTPUT TO EMCS AND OUTPUT TO A REMOTE METER SMH SEWER MANHOLE
DISPLAY (LOCATION OF METER DISPLAY TO BE COORDINATED WITH CONTRACTING OFFICER). XFMR ELECTRIC TRANSFORMER STORM SEWER
2 3 1 4 1 5
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DESIGNED & ENGINEERED BY:
(I
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E N C I N E E R S WIL �' •u.riaM0. VI' nsY
ARCHITECTS {iiij its :ii. vlI Al
ee
PLANNERS .....,,,.... . a
5-30-12 L
APPROVED?
DATE
APPROVED
SEAL
DATE
A E
EFD
GJC
DESIGN
GJC
DRAWN
DJD
R I EV EW
DJD
ae
CHIEF
ARCH. ENGR.
PROJECT MANAGER
GE
DJD
FIRE PROTECTION
_- M H
BRANCH MANAGER
DESIGN DIRECTOR
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CODE ID. NO- 80091
SIZE
D
SCALE,
AS SHOWN
FED
NO.
STA.
PROJ.
NO. CP 121 2M
SPEC. NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12618063
SHEET
OF
6
s
l
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I
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2
r 3
REDUCED PRESSURE
DETECTOR ASSEMBLY
(WATTS 994RPDA OR EQUAL)
4 I 5 ma"� 3 g� l,Qv Spj
LEGEND
I
D
c
I
B
0
10"x6"WET TAPa�'
& GATE VALVE "+'
---�i -- M - —
41 H AVE
MESS HALL SITE PLAN
NC GRID NAD 2007
NAVD 1988
$20
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GRAPHIC SCALE
40' 0' 40' so'
SCALE: 1 " = 40'
3"DOUBLE CHECK VALVE
ASSEMBLY IN RISER
(WATTS LF-007 OR EQUAL)
PLAN VIEW
3"DOUBLE CHECK VALVE ASSEMBLY TO DOMESTIC WATER
(WATTS LF007 OR EQUAL) DISTRIBUTION SYSTEM
REDUCED PRESSURE a
DETECTOR ASSEMBLY
(WATTS 994RPDA OR EQUAL) -7
TO FIRE
SUPPRESSION
SYSTEM
8 SECTION VIEW
6" GATE
VALVE
FROM WATER
MAIN
TEMPORARY
KITCHEN
BACKFLOW PREVENTER DETAIL
SAW -CUT ALONG STRAIGHT LINES; CUT
BACK TO OFFSET JOINTS IN PAVING;
PROVIDE TACK COAT ON EXIST. ASPHALT
2" MIN. SF-9.5A ASPHALT OR MATCH
AVING W
PRIOR TO PAVING-
EXISTING WHICH EVER IS GREATER;
MATCH ELEV. OF EXISTING PAVEMENT
_
^ 4 µ
4" MIN. B-25.OB ASPHALT OR MATCH
EXISTING WHICHEVER IS GREATER
000�.o�pa
6" MIN. ABC, TYPE B
oQ° 8�
SELECT FILL, CBR 20 MIN. 8„ LAYERS
COMPACTED TO 95% MAX. DENSITY PER
ASTM D 1557
` f '
DETECTION TAPE
1 YR WSE = 21.46
ELEV
ELEV
SECTION A DI
CH ECT10N
(SEDIMENT
I
TRAP
SEC SECTION C (EXISTING
POND)
25
25
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24
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15
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70
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INV=19.44
$
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I I
18
INSTALL
ACCORDING
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TO
SILT FENCE DET IL
GRADE
17
J
16
--
- --
16
0+00
0+50
1+00
1+50
2+00
CONTRACTOR IS TO REMOVE SEDIMENT
CROSS
SECTIONS
HORIZONTAL
SCALE:
1"=20'
FROM
BASIN AT THE CONCLUSION OF THE JOB
'VERTICAL SCALE: 1 "=2'
2
3
EDDING MATERIAL (D/2)
UTILITY INSTALLATION
PAVEMENT AREAS
NOTE: BEDDING MATERIAL SHALL CONFORM TO NCDOT
SPECIFICATIONS FOR ROAD AND STRUCTURES .
W-PIPE NOMINAL DIAMETER + 2E
E=OUTSIDE PIPE DIAMETER
P= W+ 12"
D=INSIDE PIPE DIAMETER
EXISTING
PROPOSED
S
SEWER MAIN
®
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- -- G
STORM DRAIN
JGC
UNDERGROUND COMMUNICATIONS
CONSTRUCTION ENTRANCE
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w
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S
SILT FENCE
ST
UNDERGROUND STEAM
TP
TREE PROTECTION
22
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K 5-00
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©
INLET PROTECTION
_c� 0-0
AREA LIGHT
❑
DROP INLET
CULVERT INLET PROTECTION
CURB INLET
® PAVEMENT TO BE DEMOLISHED
POWER POLE
a ca
CLEAN OUT -SANITARY OR STORM
ASPHALT PAVEMENT
SANITARY SEWER MANHOLE
t
STORM SEWER MANHOLE
-�_.__�__�=CONCRETE
PAVEMENT
A
Ix
SURVEY CONTROL MARKER
WATER VALVE
HANDICAPPED PARKING SPACE
i
i
I
I
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I
A
DESIGNED & ENGINEERED BY:
FIRE HYDRANT
— — —
ATFP SETBACK
ELECTRIC MANHOLE
COMMUNICATIONS MANHOLE
MEG
MATCH EXISTING GRADE
°
JUNCTION BOX
CI
CAST IRON
TBD
TO BE DEMOLISHED
Ac
Ci
CONTRACTION JOINT
PVMNT
PAVEMENT
ENGINEERS
DI
DROP INLET
;.2,,I;;:s.=,ra
CE
ARCHITECTS ...
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DRAINAGE MANHOLE
PLANNERS w�w.dJlre.rrw
EL
ELEVATION
WSE
WATER SURFACE ELEVATION
FX
EXISTING
FES
FLARED END SECTION
EOP
EDGE OF PAVEMENT
FFE
FINISH FLOOR ELEVATION
R3'
RADIUS
INV.
INVERT
24.30
SPOT ELEVATION
MIN
MINIMUM
TPED
TELEPHONE PEDESTAL
w
WATER LINE
1 Cp
REINFORCED CONCRETE PIPE
SMH
SEWER MANHOLE
SA"
SANITARY SEWER
XFVR
ELECTRIC TRANSFORMER
STORM SEWER
5-30-12
APPROVED
DEMOLISH AND REMOVE UTILITY
T
HANDICAPPFD PARKING SIGN
ACTIVITY -
-SUITABLE EXCAVATED MATERIAL
COMPACTED IN 8" LAYERS
DETECTION TAPE
BEDDING MATERIAL (D/2)
BEDDING MATERIAL (D x .1)
BEDDING MATERIAL
UTILTY INSTALLATION
NON -PAVEMENT AREAS (TYP)
NOTE: BEDDING MATERIAL SHALL CONFORM TO NCDOT
SPECIFICATIONS FOR ROAD AND STRUCTURES.
W=PIPE NOMINAL DIAMETER + 2E
E=OUTSIDE PIPE DIAMETER
D=INSIDE PIPE DIAMETER
o m
-<
NOTE: ALL EXISTING UT1UTY ELEVATIONS SHOWN �
cD
�' ui
_
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r-
no
o
o `D
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THE CONTRACTOR. PROVIDE 18" VERTICAL
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W
.-, N
a v ¢
c
SEPARATION BETWEEN PROPOSED WATER LINE
> 1i1
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AND EXI
TING UTILITIES.
WRA
SAN SE
R WITH
125
24
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FAR AS
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_
17
16
11
END
16
1
15
THRUST
BLOCK :
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6" WATER LINE HORIZONTAL SCALE: 1"=40"
'VERTICAL SCALE: 1"=4'
4 5
DATE
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DATE
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PLANNERS wrr.f)fj,e_„■
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DATE
APPROVED
DATE
A/E EFD
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,JJC DRAWN
DJD
GRAPHIC SCALE IZEV EW
Djp QC
40' Q' 40' 80' CHIEF ARCH./ ENGR.
PROJECT MANAGER
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(MIN.SEC)
DA-EAST
0.20
61
24.39
DA-WEST
0.28
61
22.06
EDI-1
0.53
74.26
46.43
EDI-2
0.54
71.96
56.06
EDI-3
0.36
75
31.52
EDI-4
0.38
81.45
19.51
EDI-5
0J5
74.23
35.05
EDI-6
1.03
73.93
38.40
EDI-7
1.07
71.03
50.55
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0.11
72
18.09
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0.31
61
15.24
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61
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CODE ID. NO. 80091
SIZE D
ELEVATION
EX
EXISTING
SCALE:
AS SHOWN
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EDGE OF PAVEMENT
STA PRO.
NO. CP1212M
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FINISH FLOOR ELEVATION
SPEC. NO.
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INVERT
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MINIMUM
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SEWER MANHOLE
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ELECTRIC TRANSFORMER
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� 2 3 4 5
oION JULY

4
5
I 2
EROSION AND SEDIMENT CONTROL NARRATIVE
THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE TO PRECLUDE THE TRANSPORT OF ALL WATERBORNE SEDIMENTS
RESULTING FROM CONSTRUCTION ACTIVITIES ENTERING ONTO ADJACENT PROPERTIES: OR STATE WATERS.
1. MINIMUM STANDARDS: ALL APPLICABLE STANDARDS SHALL BE ADHERED TO AND MAINTAINED AS NOTED IN THESE PLANS FOR THE DURATION OF THE
PROJECT UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNERS REPRESENTATIVE. MEASURES SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (MOST RECENT EDITION). THE
CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL APPLICABLE MEASURES CONTAINED THEREIN THAT MAY BE PERTINENT TO THIS PROJECT. IF
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS FOUND TO BE INADEQUATE IN THE FIELD, THE MINIMUM STANDARDS WILL APPLY IN ADDITION
TO THE PROVISION OF THE APPROVED PLAN.
2. PROJECT RIPTTON• THE PURPOSE OF THIS PROJECT IS THE INSTALLATION OF A TEMPORARY MESS HALL FACILITY AND THE ASSOCIATED UTILITIES.
THE EXISTING PARKING FACILITY ON THE EAST SIDE OF THE SITE WILL BE EXTENDED TO INCLUDE 42 ADDITIONAL PARKING SPACES. TO ACCOMPLISH THIS
PROJECT f4.51 ACRES WILL BE DISTURBED. THERE WILL NOT BE ANY IMPACT TO EITHER WETLANDS NOR RIPARIAN BUFFERS.
3. EXISTING SITE CONDITIONS__ THE SITE TOPOGRAPHY DRAINS VIA OVERLAND FLOW TO CATCH BASINS LOCATED IN THE PARKING AREAS TO THE EAST AND
WEST. THE EAST CATCH BASINS DRAIN INTO AN EXISTING RETENTION BASIN THAT WILL BE USED TO CONTROL RUNOFF FROM THE ADDITIONAL PARKING
REQUIRED. TOPOGRAPHY IS FAIRLY FLAT. THERE ARE NO CRITICAL EROSION AREAS ON THE SITE. SOIL EROSION SHALL BE PREVENTED THROUGH A
COMBINATION OF SILT FENCE PLACED DOWN SLOPE AND INLET PROTECTION.
4. OFF SITE AREAS: NO IMPACTS TO OFF SITE AREAS ARE ANTICIPATED FOR THIS PROJECT.
5. SOILS: SOILS INFORMATION FOR THIS AREA IS FROM CHAPTER 8.01.1 OF THE THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL. CHERRY POINT IS LOCATED ON THE COASTAL PLAINS IN CRAVEN COUNTY. ACCORDING TO CHAPTER 8 CRAVEN CONSIST OF 0-9"
GROUP C USDA L, FSL, SIL, 9-54" GROUP C USDA C, SIC, SICL, 54-80 GROUP C USDA SL, FSL, SICL.
6. EROSION AND SEDIMENT CONTROL MEASURES; UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL
EROSION AND SEDIMENT NTROL PRACTIQL5 WITH THE NORTH CAROLINA EROSION AND 5EQIM[NT QQNTRQL PLANNING AND DESIGN MANUAL NOTATION
7. TREE PROTECTION AND PRES RVATI N 6.05 : TREE PROTECTION WILL BE PROVIDED FOR INDIVIDUAL TREES ON THE SITE IN ORDER TO PROTECT THE
12"
r RESERVED l
PARKING
NOTES:
1. MOUNT SIGN SO THE
BOTTOM EDGE OF THE
co
•- RESERVED PARKING
SIGN IS AT 4 FEET
ABOVE THE PARKING
SURFACE
VAN
2. MOUNT 6"A 2" "VAN
ACCESSIBLE
`�
ACCESSIBLE" SIGN DIRECTLY
BELOW "RESERVED PARKING"
SIGN FOR THE TWO (2) SIGNS
PENALTY
PROVIDED ON SITE.
Sioo-W PNE
TOW -AWAY ZONE
3, BURY POST A MINIMUM
12"
0-1
OF 3 FEET.
SPACE A MAXIMUM OF 6' APART POST SHALL BE U--TYPE ROLLED
APART - STEEL POST STEEL 0 2 LBS./FT. AND
MINIMUM LENGTH OF 5' GALVANIZED IN ACCORDANCE
ROOT SYSTEM, TRUNK, AND BRANCHES OF EXISTING TREES. TREE PROTECTION IS DELINEATED ON THE PLANS. EXTRA STRENGTH
8. TEMPORARY CONSTRUCTION ENTRANC 6.0 : TEMPORARY STONE TO BE PLACED AT ENTRANCE TO SITE WHERE INDICATED TO PROVIDE SEDIMENT FABRIC
CONTROL. CONSTRUCTION ENTRANCE IS TO BE REMOVED ONCE CONSTRUCTION IS COMPLETE.
a
9. SILT FENFENCL Ma, SILT FENCE WILL BE INSTALLED AT THE LIMITS OF GRADING IN ORDER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT
ix
FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCE INSTALLATON SHALL BE
COORDINATED WITH AND INSPECTED BY THE EROSION AND SEDIMENT CONTROL OFFICER OR REPRESENTATIVE. SILT FENCE SHALL BE INSTALLED AT THE COMPACTED BACKFILL
z
PERIMETER OF THE SITE. 4-
W
z
10. T AN INLET R INLET PROTECTION (INCLUDING DROP INLET PROTECTION) SHALL BE PROVIDED FOR ALL EXISTING STORM DRAIN a�-I
o
�
INLETS IN ORDER TO PREVENT SEDIMENTS FROM MIGRATING OFF --SITE AND ACCUMULATING WITHIN THE DRAW SYSTEM. " -I I'', # I� I _ _
11. SEDIMENT TRAP (fi& A SEDIMENT TRAP SHALL BE PROVIDE AS SHOWN WITH A MINIMUM STORAGE CAPACITY OF 8700CF AND SHALL BE CONSTRUCTED -
: -ill=
co
ACCORDING TO DRAWING AND SPECIFICATIONS IN SECTION 6.6P OF 7HE NC E&S PLANNING AND DESIGN MANUAL. In71
12. VEGETATIVE PLAN: "ALL DENUDED AREAS WILL RECEIVE GROUND COVER WITHIN 7 DAYS." I I I 1
In
III -II
I I II-1 II I
II -I
Z> TEMPORARY (IMMEDIATE) GROUND COVER (PLANTED AT A RATE OF 35 LBS/ACRE):
�III�� II Illl N
PERFORM SOILS TESTING TO OBTAIN RECOMMENDED SEED, PREPARATION, AMENDMENTS, FERTILIZATION, MULCHING AND MAINTENANCE
GERMAN MILLET SEASON IS: APRIL 16TH TO AUG 14THk=
RYE GRAIN SEASON IS: AUG 15TH TO APRIL 15TH SILT FENCE
PERMANENT (PRIMARY) GROUND COVER (PLANTED AT A RATE OF 207 LBS/ACRE):
PERFORM SOILS TESTING TO OBTAIN RECOMMENDED SEED, PREPARATION, AMENDMENTS, FERTILIZATION, MULCHING AND MAINTENANCE SF
IF TALL FESCUE IS RECOMMENDED VIA THE SOIL TEST NOT TO SCALE
TALL FESCUE SEASON IS : SEPT 30 TO MARCH 15 WIRE SCREEN CONCRETE BLOCK
IF THE SEASON FOR PLANTING PERMANENT HAS PASSED THE TEMPORARY GROUND COVER IS INSTALLED UNTIL THE PROPER SEASON ARRIVES. _---
MANAGEMENT STRAILGIES AND SLQUENCE OF CON5TRUCTION
13. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. THE JOB SUPERINTENDENT SHALL BE
RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THESE MEASURES. THE CONTRACTOR MUST HAVE AN APPROVED EROSION AND SEDIMENT
CONTROL PLAN PRIOR TO LAND DISTURBING ACTIVITIES, AND HAULING EXCESS DEBRIS, WASTE, OR SOIL MATERIAL TO ANY OFF --SITE DISPOSAL AREA(S).
NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED UNTIL STABILIZATION, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, HAS
BEEN ACHIEVED. DURING CONSTRUCTION, THE OWNER'S REPRESENTATIVE, SHALL BE IMMEDIATELY NOTIFIED OF ANY ISSUES CONCERNING FAILING EROSION
CONTROLS OR THOSE AT RISK OF IMMINENT FAILURE.
14. CONSTRUCTION MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AFTER EACH SIGNIFICANT RAINFALL
EVENT. FURTHER, ALL MEASURES SHALL BE INSPECTED, AND REPAIRER/PREPARED IF NECESSARY, PRIOR TO FORECASTED LARGE STORM EVENTS. THE
FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: THE SILT FENCE CONTROLS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF
-�-
THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER, THE
CONTRACTOR IS RESPONSIBLE TO ADHERE TO ALL MAINTENANCE REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL MEASURES AS OUTLINED IN
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE
THAT A GOOD STAND IS MAINTAINED. AREA SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
15. "THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR
DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%4 VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL
MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING 'SELF INSPECTIONS"
INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF INSPECTION"
REPORTS WILL BE MAINTAINED ALONG WITH THE `NPDES" INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE
0
TO BE FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
wgAIQR
N COMPLIANCE WITH ALL PERMITS AND PLANS ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
MAINTAININGF
WITH
SEDIMENT
N CONTROL PLAN LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT
EROSION AND SEDIMENTATION ,
THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
WITH ASTM A123, OR 44 PRESSURE
TREATED WOOD POST
R 7-8 HANDICAPPED SIGN
(PER MANUAL ON UNIFORM CONTROL DEVICES)
NOT TO SCALE
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED" \-DROP INLET WITH GATE
SEDIMEN
�/
Cross -Section 2" min. of NGD4;#5
or #57 washed stone
3600 cu ft/acre
ti
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settlement
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3' ,
Ground
filter
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SEDIMENT TRAP DETAIL
1 � 2
DRIP LINE
SNOW FENCE
I BOARD FENCE
FENCING AND
CORD FENCE
_ffl'FW._P`L�ST1C FENCE
CORRECT METHODS OF TREE FENCING
do ­Tg- CORRECT TRUNK ARMORING
am
TRIANGULAR BOARD FENCE
MAINTAIN A RADIUS OF 1.25' FOR EACH INCH OF TRUNK DIAMETER.
TREE PROTECTION SHALL BE IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL MANUAL PRACTICE
STANDARDS AND SPECIFICATIONS, SECTION 6.05.
1110, TP TREE PROTECTION
NOT TO SCALE
SPECIFIC APPLICATION FINISHED GRADE TO
MATCH TOP OF CONCRETE
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED
AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING -�-
AROUND THE STRUCTURE.
* GRAVEL SHALL BE #3, #57 OR #5 COARSE AGGREGATE. I EX
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BLOCK AND GRAVEL DROP INLET -I IIAX
Ip SEDIMENT FILTER -''
NG OF
FITTING
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THRUST BLOCK BEARING AREA (S0. FT.)
TYPE OF
11 114' OR
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45° BEND
22 112' BEND
DEAD END
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2
2
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DESIGNED & ENGINEERED BY:
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ENGINEERS u,`un iu ,
ARCHITECTS ,�:;; 2SIR PAN
PLANNERS ....,,,.._...
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9
5--30-12
APPROVED
DATE
APPROVED
SEAS
D
ONE END W/ SLEEVE
DATE
A/E EFD
REINFORCED
CONCRETE
CONSTRUCTIO
GJC DESIGN
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350E PSI WITH 5OR PAVEMENT SECTION J J
AIR ENTRAINED CONCRETE a �' O
NOT TO SCALE Cr
PAVEMENT SHALL BE IN ACCORDANCE WITH ACI 318 Q = 0 V) z
PAVEMENT SHALL BE POURED IN A CHECKERED PATTERN U 0 Z U
6X6 w2.9xw2.9 WWF ,pt
4" COMPACTED SAND SUBBASE)
NOT TO SCALE COMPACT SUBGRADE TO 95% STANDARD PROCTO
2" ASPHALT CONCRETE SURFACE MIX, NOTES:
TYPE SF-9.5A OR SF-9.5B 1. SCORED JOINTS AT 5'-0" MAX. SPACING; 1 1/4" MIN. DEPTH.
" ASPHALT BASE MIX, TYPE B-25.08 2. BROOM FINISH.
CONCRETE SIDEWALK SECTION
I. ..-i ..
6" UNTREATED AGGREGATE BASE MATERIAL,
TYPE B
SUBGRADE; STABLE AND COMPACTED TO DRY
DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698)
ASPHALT PAVEMENT SECTION
NOT TO SCALE
NOTE:
DEPTH OF PAVEMENT SURFACE MIX AND BASE
MATERIAL SHALL BE AS SHOWN OR MATCH EXISTING,
WHICHEVER IS GREATER.
'1
A
6 -o
z
oz
HOLES 59 1/4 C.C.
Z >
w
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1" DIA. HOLE (TYP.)
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SCALE: 1"=1,--O" PLAN
=
A NOTES. N
1. APRON LINING MAY BE RIPRAP, GROUTEV RIPRAP,
w
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V
GABION BASKET, OR CONCRETE.
1
2. OUTLET PROTECTION SHALL BE FLAT I]IA. HOLE (TYP)
Q
cc
8" RIP RAP
CL
z
O
A
La =15'
o
O
(�--15*min
d =18"
CODE ID. NO. 80091
SIZE D
o%
SECTION A -A d
FILTER CLOTH
KEY IN 6"--9"; RECOMMENDED
RECOMMENDED FOR ENTIRE PERIMETER
OUTLET PROTECTION DETAILS AND NOTES
CE NOT TO SCALE
1 4
„ ,. ; SCALE: AS SHOWN
- #7 REBAR, 24" LONGIT
FED NO.
+ e STA. PROD. NO- C P 1212 M
ELEVATION SPEC. NO.
CONSTR. CONTR, NO
TYPICALCONCRETE WHEELSTOP NAVFAC DRAWING NO.
NOT TO SCALE 12618065
SHEET 16 OF 6
JULY