SW7120901_APPROVED PLANS_20120917

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7/ O�IOI
DOC TYPE
❑CURRENT PERMIT
I- APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
'20/2 (fg / 7
YYYYMMDD

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ID
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LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
PR STORMDRAIN
E3 PR CATCHBASIN
0) INLET PROTECTION
(9 --oam— TEMPORARY DIVERSION
SEDIMENT TRAP
EMERGENCY SPILLWAY
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EXISTING PARKING
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PLANNED EROSION AND SEDIMENT
CONTROL PRACTICES -
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PRACTICE 6.06
SHALL BE INSTALLED AT THE ENTRANCES TO THE PROJECT FROM
AN EXISTING ROADWAY. DRAINAGE SHOULD BE AWAY FROM THE
ROAD AND EROSION WILL BE CONTROLLED WITH DOWNSTREAM
RACTICES. DURING WET WEATHER IT MAY BE NECESSARY TO
WASH TRUCK TIRES AT THESE LOCATIONS.
2. LAND GRADING
PRACTICE 6.02
GRADING SHOULD BE LIMITED TO AREAS AS SHOWN ON THE
PLANS CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER
EXCEPT WHERE SPECIFICALLY INDICATED. CARE SHALL BE TAKEN
DURING LAND GRADING ACTIVITIES NOT TO DAMAGE EXISTING
TREES THAT ARE IDENTIFIED AS "TO BE PRESERVED
SF 3. SEDIMENT FENCE
PRACTICE 6.62
SEDIMENT FENCING SHOULD BE INSTALLED AS SHOWN ON THE
PLAN, TO DELINEATE AND PROTECT WETLANDS AND SPECIFIED
AREAS, AND AROUND ANY TEMPORARY STOCKPILE AREAS AS
NECESSARY TO PREVENT ANY GRADED INTERIOR AREAS FROM
ERODING ONTO ADJACENT LANDS OR ROADWAY, OR INTO INLETS,
OR AS DIRECTED BY ENGINEER OR NCDENR/LQS PERSONNEL
@4. INLET PROTECTION
PRACTICE 6.55
REFERENCE DETAIL SHEET CG; 501
4TH AVENUE
. . ....... .
- --- — ---------
_v­
.... . ... ...
0 5. GRASS -LINED CHANNELS
PRACTICE 6.30
ALL OVERFLOW SWALES TO BE GRADED TO DESIGN
CONFIGURATION.LINED WITH CENTIPEDE SOD, TO COLLECT AND
CONVEY SITE WATER AS SHOWN ON PLAN. AFTER FINAL PROJECT
STABILIZATION, SWALES TO BE RE -GRADED, CLEANED OF
SILTATION AND LINED WITH CENTIPEDE SOD TO ESTABLISH
ORIGINAL DESIGN CONTOURS FOR STORMWATER CONVEYANCE.
& 6. OUTLET STABILIZATION
PRACTICE 6.41
RIPRAP APRONS WILL BE LOCATED AT THE DOWNSTREAM END OF
ALL DISCHARGE PIPES TO PREVENT SCOUR.
7. CONSTRUCTION ROAD STABILIZATION
PRACTICE 6.80
UPON REACHING FINAL GRADE AND AFTER UTILITIES HAVE
BEEN INSTALLED, ROADWAY/PARKING AREAS ARE TO BE
STABILIZED BY PLACING SUB -BASE AS SHOWN IN THE TYPICAL
STREET CROSS-SECTION DETAIL ON THE PLAN, TO REDUCE
EROSION AND DUST DURING THE REMANDER OF BUILDING
CONSTRUCTION.
7
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................
5TH AVENUE
0
r.4
. '90
%
%
: ST Ij STD o I
",DISTURBANCE FOR REMOVAL
OF EXISTING "D STREET"
%
T.
S
DISTURBANCE FOR INSTALLATION
OF PEDESTRIAN WALK
4# 4#
4,1
\J.
1 S
S DISTURBANCE FOR PAVEMENI,-.,;
ACCESS TO EXISTING PARKING
%
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I
9.76 ACRES OF
LAND DISTURBANCE
EXISTING PARKING
4
IT
STING BUI
EXISTING PARKING
8.
TEMPORARY DIVERSIONS
PRACTICE 6.20
A TEMPORARY RIDGE OR EXCAVATED CHANNEL OR
COMBINATION RIDGE AND CHANNEL CONSTRUCTED ACROSS
SLOPING LAND ON A PRE- DETERMINED GRADE TO
PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND TO
DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS
OR STABLE OUTLETS.
ST
9.
TEMPORARY SEDIMENT TRAP
PRACTICE 6.60
SEDIMENT TRAPS ARE TO BE INSTALLED AS INDICATED ON
PLAN AT THE DOWNSTREAM END OF SWALES AS SHOWN.
SB
10.
SEDIMENT BASIN
PRACTICE 6.61
THE SEDIMENT BASIN IS TO BE CONSTRUCTED FIRST (SEE
CONSTRUCTION SCHEDULE) AND IS THE PRIMARY PRACTICE TO
PREVENT SEDIMENT FROM LEAVING THE SITE. DETAILED DESIGN AND
SPILLWAY CONFIGURATIONS ARE SPECIFIED IN THE DETAIL SHEET.
SK
11.
SKIMMER
PRACTICE 6.64
A SEDIMENTATION BASIN DEWATERING CONTROL DEVICE THAT WITHDRAWS
WATER FROM THE BASINS WATER SURFACE, THUS REMOVING THE HIGHEST QUALITY
WATER FOR DELIVERY TO THE UNCONTROLLED ENVIRONMENT.
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EPROJECT NO.;
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CONSTR. CONTR. NO.
N40085-10-R-5314
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NAVFAC DRAWNG NO.
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SHEET x OF x
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CG 101A
Construdion Management Civil Engineering Surveying
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L O CA LION MAP
NOT TO SCALE
LEGEND
----� SF SILT FENCE
-- LIMITS OF DISTURBANCE
s� PR STORMDRAIN
p PR CATCHBASIN
IpEl INLET PROTECTION
TD TEMPORARY DIVERSION
ST SEDIMENT TRAP
SPILLWAY
NEW BEQ
NEW CONCRETE
NEW ASPHALT
GRASSPAVE2 FIRE LANE
.
1� j, HEAVY DUTY ASPHALT
-a.
Zz
NEW SIDEWALK
ENHANCED CONCRETE
STAMPED CONCRETE
NOTES: MAINTENANCE PLAN -
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A 1 • ALL MEASURES TO BE INSPECTED WEEKLY AND AFTER 6. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION
SITE WHERE LAND ACTIVITIES HAVE TEMPORARILY CEASED ANY RAINFALL EVENT AND NEEDED REPAIRS MADE CONTROL DEVICES AND STORM WATER OUTFALLS BE
ACCORDING TO THE FOLLOWING SCHEDULE: IMMEDIATELY. INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
i) ALL PERIMETER DIKES, SWALES, PERIMETER SLOPES AND WITHIN 24 HRS OF A 0.5 INCH RAIN EVENT. IT WILL
ALL SLOPES STEEPER THAN 3:1 SHALL BE PROVIDED 2• SEDIMENT TO BE REMOVED FROM SWALES WHEN THEY BE THE RESPONSIBILITY OF THE CONTRACTOR TO
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND ARE APPROXIMATELY 501E FILLED OR SEDIMENT LEVEL CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT IS WITH 1' OF TOP OF DITCH BANK. UNTIL THE AREA HAS STABILIZED, EVIDENT BY 959E
WITHIN 7 CALENDAR DAYS FROM LAST LAND -DISTURBING VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING.
ACTIVITY. 3. SEDIMENT TO BE REMOVED FROM BEHIND ANY SILT TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED FENCE AND INLET PROTECTION DEVICES WHEN IT REQUIRED TO BE ON SITE. ADDITIONALLY THE
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND BECOMES 0.5' DEEP. FENCING AND INLET PROTECTION CONTRACTOR IS RESPONSIBLE FOR CONDUCTING
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT TO BE REPAIRED AS NEEDED TO MAINTAIN A BARRIER. "SELF INSPECTIONS" INDICATING THE DATE BMPS ARE
WITHIN 14 CALENDAR DAYS FROM LAST LAND -DISTURBING
ACTIVITY. 4. ALL SODDED AREAS TO BE WATERED AS NEEDED TO INSTALLED AND STABILIZATION MEASURES
(SEEDING/MULCHING OR SOD) ARE INITIATED. THE
2. THIS PLAN TO BE UTILIZED AND REVIEWED ONLY IN CONJUNCTION ESTABLISH GROWTH. DEAD SOD SHOULD BE REMOVED "SELF INSPECTION" REPORTS WILL BE MAINTAINED
WITH THE WRITTEN NARRATIVE, WHICH IS AN INTEGRAL PART OF AND NEW SOD INSTALLED AS NEEDED. ALONG WITH THE 'NPDES' INSPECTION REPORTS.
THIS EROSION AND SEDIMENT CONTROL PLAN. 5. CONSTRUCTION ENTRANCE TO BE MAINTAINED IN SUCH ONCE STABILIZATION HAS BEEN ACCOMPLISHED
3. ALL SLOPES SHALL BE 3:1 OR FLATTER. A MANNER AS TO PREVENT MUD OR SEDIMENT FROM INSPECTION RECORDS ARE TO BE FORWARDED TO EAD
4. NO WETLANDS EXIST ON SITE. LEAVING THE CONSTRUCTION SITE PERIODIC AND ALL TEMPORARY EROSION/SEDIMENTATION
5. SITE IS LOCATED AT THE MCAS CHERRY PT. TOPDRESSING WITH 2-INCH STONE MAY BE REQUIRED. CONTROL DEVICES REMOVED. THE CONTRACTOR IS
INSPECT AFTER EACH RAINFALL AND IMMEDIATELY RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL
6. ANY BORROW MATERIAL REQUIRED MUST BE TESTED IN ACCORDANCE REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, PERMITS AND PLANS, ANY CHANGES WILL BE
WITH MCAS PROCEDURES THAT ARE AVAILABLE THROUGH WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. APPROVED BY THE STATE PRIOR TO CHANGES WILL
THE ENVIRONMENTAL AFFAIRS DEPT. ANY SURPLUS MATERIAL MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A
BE DISPOSED OF AT A SITE WITH AN APPROVED LAND QUALITY PERMIT. COPY OF THE EROSION AND SEDIMENTATION CONTROL
7. SEE SHEET C-101 FOR ADDITIONAL LEGEND. VEGETATIVE PLAN - PLAN, LETTER OF APPROVAL, AND NPDES
B. SEE SHEET CG-102 & 103 FOR PIPE SIZES AND INVERTS 1. PERMANENT VEGETATION TO BE ESTABLISHED IN CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
ACCORDANCE WITH"NORTH CAROLINA EROSION AND CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL', REMOVED FROM OR BROUGHT ONSITE, THE
SECTION 6.11, LATEST VERSION. SEE SHEET APPLICABLE SOLID WASTE MANAGEMENT PERMIT
i
CG-502. NUMBER, EROSION SEDIMENTATION PERMIT NUMBER
_. q
MINE PERMIT NUMBER WILL BE DISCLOSED.
1 - - EXISTING PARKING
J
V J 2B
( M
W
V I
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PLANNED EROSION AND SEDIMENT
CONTROL PRACTICES -
CE 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PRACTICE 6.06
SHALL BE INSTALLED AT THE ENTRANCES TO THE PROJECT FROM
AN EXISTING ROADWAY. DRAINAGE SHOULD BE AWAY FROM THE
ROAD AND EROSION WILL BE CONTROLLED WITH DOWNSTREAM
RACTICES. DURING WET WEATHER IT MAY BE NECESSARY TO
WASH TRUCK TIRES AT THESE LOCATIONS.
2. LAND GRADING
PRACTICE 6.02
GRADING SHOULD BE LIMITED TO AREAS AS SHOWN ON THE
PLANS. CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER
EXCEPT WHERE SPECIFICALLY INDICATED. CARE SHALL BE TAKEN
DURING LAND GRADING ACTIVITIES NOT TO DAMAGE EXISTING
TREES THAT ARE IDENTIFIED AS "TO BE PRESERVED".
SF 3. SEDIMENT FENCE
PRACTICE 6.62
SEDIMENT FENCING SHOULD BE INSTALLED AS SHOWN ON THE
PLAN, TO DELINEATE AND PROTECT WETLANDS AND SPECIFIED
AREAS, AND AROUND ANY TEMPORARY STOCKPILE AREAS AS
NECESSARY TO PREVENT ANY GRADED INTERIOR AREAS FROM
ERODING ONTO ADJACENT LANDS OR ROADWAY, OR INTO INLETS,
OR AS DIRECTED BY ENGINEER OR NCDENR/LQS PERSONNEL.
IP 4. INLET PROTECTION
PRACTICE 6.51
A TEMPORARY MEASURE OF WIRE -MESH HARDWARE CLOTH
AROUND STEEL POSTS SUPPORTING WASHED STONE PLACED
AROUND THE OPENING OF A DROP INLET.
1
EXISTING PARKING
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pdp� � 'fir
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48
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` lam LAND DISTURBANCE 1. OBTAIN APPROVAL OF PLAN AND ANY NECESSARY / z ��
1 PERMITS, AND HOLD APRE-CONSTRUCTION �''��,
,-��i CONFERENCE PRIOR TO COMMENCING ANY WORK.
tLrs�. a Y ~ CB -.In IP " 1 - 2. FLAG WORK LIMITS AND STAKE -OUT ROADS AND
EXISTING PARKING I
7H�,. -'„ , 1 STORM DRAINAGE STRUCTURES FOR PRELIMINARY
NEp
Etv t y; 'i P 1 GRADING. ?r 1
arERlnL a v CB-3� 24 3 INSTALL GRAVEL CONSTRUCTION ENTRANCES
j a ": CB 11 z 4. INSTALL SEDIMENT BASINS, SKIMMERS, SEDIMENT w
5E CB-5F IPg IP 1 CB-2E TRAPS AND SILT FENCING AS SHOWN ON PLAN
[ a rCB 3B CB-3A P ! 1 `: •,e PRIOR TO CLEARING AND GRUBBING SITE. 4
a\
fF 25.0
CONSTRUCT TEMPORARY DIVERSION SWALES, GRASS
LINED CHANNELS, AND ANY OTHER SEDIMENT
CB 4B CB-4
1 .�
P 1 CONTROL PRACTICES SHOWN, PRIOR TO ROUGH waRaEB
Ip r\A CB-4C ,.:a. 1 ISTING BUILDING>'Fv:: GRADING SITE AND STOCKPILING TOPSOIL AS
���v�.._. �' i,'��.. ' � X,', `�v _ NECESSARY.
w
TH --4FI 91P z i 6. IN AREAS DESIGNATED FOR INSTALLATION OF FILL N,W�
'' �z f C6 4 a x MATERIAL WHERE EROSION CONTROL BMP'S WILL BE
R a� MPS
J to -:' �` I �v AFFECTED BY SUCH OPERATIONS, BOTH THE B
AND TEMPORARY DIVERSION SWALES SHALL BE
/1 RAISED AND RE -GRADED ACCORDINGLY TO PROVIDE SATUACIOR/ TO DATE
JB-if? I IP Ip 1 MINIMUM DESIGN BMP DIMENSIONAL REQUIREMENTS DES RLW DRW RLW CHK HSR
IP CB 1-� fi _ AND POSITIVE DRAINAGE TO THE PROPER BMP. _
��
UPON REACHING FINAL ROUGH GRADES SEDIMENT «rN/Dw»
I 2 IP B-tD I_ -1M 11 G BRANCH MANAGER -
IF 1 TRAPS AND SEDIMENT BASINS AFFECTED BY
EXISTING PARKING INSTALLATION OF FINAL SURFACES MAY BE REMOVED cwffENc/excw -
1 22 ,.:, �' y AND RUNOFF SHALL BE DIRECTED TO DESIGNED «Xa» -
..
RE EMNG STRUCTURES
~� 7. INSTALL UTILITIES IN ROADWAY PARKING LOT, o
0 Z -
_ ESTABLISH FINAL GRADES AND STABILIZE x v
---------- __. `�------- M. _ ROAD/PARKING LOT WITH STONE BASE COURSE. z Z
STABI�I E DITCH BANKS aTH AVENUE ,._
~_._ ,INSTALL NON -MUNICIPAL UTILITIES AS - p 1 o
-~ �M_..,._-IMMEDIAT�L�Y WITH SOD AFTER r w Q o J
B. FINAL GRADE z
fr
CULVERT, REMOVAL AND RESHAPING W, r,: �" .... ,_„ .,,_..=-.-_,`-- _.. NEEDED AND VEGETATIVELY STABILIZE AREAS WHERE z LLI a
=tttttttt=t ` �= - --- BUILDING CONSTRUCTION IS NOT IMMINENT. F � O
`� "
9. ALL EROSION AND SEDIMENT CONTROL PRACTICES z > Q (0
ARE TO BE INSPECTED WEEKLY AND AFTER ANY Q ' >- Z r Z
RAINFALL, AND REPAIRED AS NECESSARY. Q � ,
10. UPON COMPLETION OF CONSTRUCTION, THE ¢ 0 = 0 U
ROADWAY/PARKING LOT IS TO BE PAVED, AND ALL z OU Z
GC 5. GRASS -LINED CHANNELS TD 8. TEMPORARY DIVERSIONS AREAS PERMANENTLY VEGETATIVELY STABILIZED WITH W Z O
PRACTICE 6.30 PRACTICE 6.20 TEMPORARY MEASURES ARE TO BE REMOVED0 F- - _
CENTIPEDE SOD. AFTER SITE STABILIZATION,
ALL OVERFLOW SWALES TO BE GRADED TO DESIGN A TEMPORARY RIDGE OR EXCAVATED CHANNEL OR z w Q F0
CONFIGURATION,LINED WITH CENTIPEDE SOD, TO COLLECT AND COMBINATION RIDGE AND CHANNEL CONSTRUCTED ACROSS .
LU
CONVEY SITE WATER AS SHOWN ON PLAN. AFTER FINAL PROJECT SLOPING LAND ON A PRE- DETERMINED GRADE TO LU W >- W
STABILIZATION, SWALES TO BE RE -GRADED, CLEANED OF PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND TO Z
SILTATION AND LINED WITH CENTIPEDE SOD TO ESTABLISH DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS06
ORIGINAL DESIGN CONTOURS FOR STORMWATER CONVEYANCE. OR STABLE OUTLETS. w CC It
W
OP 6. OUTLET STABILIZATION ST 9. TEMPORARY SEDIMENT TRAP 0 _j = Z
PRACTICE 6.41 PRACTICE 6.60 W - W U 0
RIPRAP APRONS WILL BE LOCATED AT THE DOWNSTREAM END OF SEDIMENT TRAPS ARE TO BE INSTALLED AS INDICATED ON 1= CI
ALL DISCHARGE PIPES TO PREVENT SCOUR. PLAN AT THE DOWNSTREAM END OF SWALES AS SHOWN. Z �_ o z =
3 (DV 0
7. CONSTRUCTION ROAD STABILIZATION SB 10. SEDIMENT BASIN r Q N
PRACTICE 6.80 O PRACTICE 6.61 0 _ m =
UPON REACHING FINAL GRADE AND AFTER UTILITIES HAVE THE SEDIMENT BASIN IS TO BE CONSTRUCTED FIRST (SEE z Q a w 0_
BEEN INSTALLED, ROADWAY/PARKING AREAS ARE TO BE CONSTRUCTION SCHEDULE) AND IS THE PRIMARY PRACTICE TO COASTAL Q
STABILIZED BY PLACING SUB -BASE AS SHOWN IN THE TYPICAL PREVENT SEDIMENT FROM LEAVING THE SITE. DETAILED DESIGN AND SITE
STREET CROSS-SECTION DETAIL ON THE PLAN, TO REDUCE SPILLWAY CONFIGURATIONS ARE SPECIFIED IN THE DETAIL SHEET.�DESIGN, PC w Z a v
EROSION AND DUST DURING THE REMAINDER OF BUILDING
"0f " CONSTRUCTION. gK 11. SKIMMER SCALE: AS INDICATED
EPROJECT No.: -
PRACTICE 6.64
A SEDIMENTATION BASIN DEWATERING CONTROL DEVICE THAT WITHDRAWS ! CONSTR. CONTR. NO.
WATER FROM THE BASINS WATER SURFACE, THUS REMOVING THE HIGHEST QUALITY N40085-10-R-5314
WATER FOR DELIVERY TO THE UNCONTROLLED ENVIRONMENT. 11 NAVFAC DRAWING NO. N
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23.7 FS 5 24 2 TSW 24.2 TSW 24.2 TSW :.. 24,7 rSW
CB-6B �\ CG505 -, °vim .. 24.8 TSW. ..� f
1 TG = 22.7 I .��� �� 2 24. TSW ».
z CG50 = 19.7 0 22.7 TG �� 24.0 TSW 24.1 TS
z 5EE STORMDRN PROFILE 56 h - � 23.6 FS � � Q� . L • �� �,? ._
c 22.7 L11-� k -'.'- '•� '.
23.5 FS 23.0 FS I I 115 LF 18" RCP CB ;6C . I ' 3.7 %FS � _ . 2 6 TSW 3.5 TSW . .
23.6 FS 1 `�. I , z T '- 22.7 E 4, '5 _ w 25.0 TSW. ' , . ', '.
€ € 2� �, _,-- 23.4 TSW
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x` E - -
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23.9 FS [ 31 LF.18" RCP , I F ,xx e CB-� x .4 22.7 TG TG = 22.7 .
24.0 FS _x ,,, t y� �';: _ ^�.. i iNv. = 20. �V
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23.9 FS . _ h �. :, ., 3.9 FS 4 : ': �,,a ' - . - . , '
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1 23.9 FS 23.0 FS - �°- � , „ �cE �,, ,,, ,,,: 2N � � - . • . ' . I . tt .;, 0= ., r . : 23.2 TG ,
;, .1-2== I'll-, ;�?...,. ,,fir, <. � z3.a r5w . . . . . .
w, " �- w
<.;'22.9 F5 afix�;:��"sl x s.. ,.... �i'%: sf /ill,, t
n„ w
,,- .
'' I2 . rsw :. 7 Gam = �» 2
w � 23.7 T5W CB 1
4z w 22.7 TG 23.5 EP �f ' 23.8 TSW �I .14 3 TSW %,` , , -. , ,
2. TSW.. _ 22. TG N c' ,� JM1 _ 4' ;"
23.1 FS c l N �23.0 FS , 23.1 FS 23.7 EP f r .9 .7 TS� °�: ' °24 0 TSW 24.5 TSW ' .
CB-5D � I CB-5E ! CB- �.;. )"x:
- 22.7 s _ _
�� : _ TG - 22.7 I TG 22.7 2 .7 FS ..... r �24A,. TS. 2 ; , , .TS �f,. 4 3..TSW:: 25.0 FF'
' FF 25.0
IIs1V = 20.3 _ a :INV - 19.7 .' %-
#: 20.0 ..' .: Y - . .
INV- �F :..
I a `. �.. W
# : z ,,...
m 3.8 FS 3. 23.7 FS» - _ E __.,23_ , FAN . w, 23.4 F5 ,v �` 68F .i 5 RCP . ' . . ' . - , • ,
2 2 7 FS �,,.: ::,. ; DRAII�iAGE .DIVI - ' :::'>. I% AIM P N
;DRAINAGE .�M RAINAGE NlDE _ '•t- -�; , ,SEE ST 9 25.0 FF. - • , ' , - ' , ' . . .
- - - - T- „ a >. 2 .7 T w l .
,,, ., . ».
LE 1Y. . . ,
y .:: e :� :,:;W, 23.8 5W`, 4.3 SW.
2 .8 TSW S M: N PROFI 2A < SEI= STORMDRAIN .PROFILE 2B' ` 4 23.5 EP i ram:.: '��� ,� »,»� -I. . .
22.7 TSW - � 73 LF 18 RCP I s I y �, 72 LF 18 RCP � ... 24-0 TSW -F
} 2 0 F 23.1 FS'" I 24.5 TSW • ,
23. ] FS I I w I i _ 3.8 TS 23.6TSW '°� .%d
e 3
# m ',' »: � - �..»»_»»,:» 4"'-S ss ---_2 .7 TG. u..I)-, : » ., CB-! - . . . ' . .. , , .. ' . , , , ,' .
z M .' t�� _ .w. 22.7 TG _ » :: » 23.7 TSW 23. TG
�,.-..... 1- 22.7 TG w.;--:.Y.�-.-»»-M=-'_„ ,'23.5 EP - - , -
SEE STORMDRWN PROFILE 2A
a._ .,. SEE STORMIDRAIN PROFILE 2A CG504 ,-f' 23 $ S �""T�Zj.'��22 ""' I
�� »
,
wMLVM RC,:, .1 RC
INV.2a
n.
'
r _. - n r
y - _;fix:::. i r,,, 5 : 24.0 TSW
«%n 0 ;
,,,� B A 2� S 231 FS 25
_ 22.9 F tttt,,, y: x ,:,x; , ._ x ' -, „ ,.- 23.9 TSW
CB 5C _,, _ t:'} .:, LTG - 22.7 » rt 23.6 TSW
22. TSW- TC. - 22V,,7, » » f» ,,,, ;, ,. � /// ., x.
•: �
w ,,, . `n A
� f f ./i `INV - 4% ` sC' T/ �w°�"� \ ItlY �.7 � �
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5
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24.0 FS :� TC = 22. TC 7
F -_,,.. DRAINAGE DMD,,," , :.,m_..,...�_ ,. -« �,x,n•:;, .�;,:,:,, : NAGE DM ;�L«:�s - --� -11;., »� i� •� ,� , = . . ` � , . - , - - .
-� _
' � TC 22.7 23 7 FS �`��. 23.6 TSW CB 1 E
t•,,, ; r TG 227
,- 23.5 Fs 23.7 FS w 23.0 FS`' �� • .. 23. TSW u1 11 ,
`�I " � _ 22.7 TO :�O INV. = 19.9 25.0 TSW • , - • -
t:`J G •
SEE STQRMDRAIN
23.6 FS ': - - :
23.8 FS a �.:._ -w-» - .�. : � - - ;� PROFILE 1A t '` •
>: i A 5 g I r�r 22 8 F FC pp,t}' 23.4 TSW ,
23.4 FS 23.2 I S "".�� z _ ,�� e �, 3 20 LF. 24 . RCP SE S ORMDRAI 23.4E i; a.� ' . ' .. ' . ' .
22.8 TSW 1.
= ,c �:: ,.»:..» _ ;»r_: �aa F!tE 1 D \I.23.5 TSW
. �a e CG504 e 23.4 F� PRO 0 » 22.7 TG
1.I CB- i F I ._ _ 19 LF O 8 C
" r 22.7 TSW KB _ : ?� -`,
23. ] FS Q. �.5, h
a 24.7 TSW
'Z 22.9 FS I TG .= 2 .7 lE 1. RAINA�E D D 23.0 FS �, � , .:, 2
I
� .y e € a k O P o STORM 4 23.1 EP ,
s
Rpl 23. a FS $ T - 23 8 FS
iNV = 20A STORM A 22.7 I G .,22.9E F ' ... 24.3 FS `
23.2 FS N 22.7 TG SEE I a _� 22.7 TG SSE RG� SEE STORMDRAIN pROF� ',.
,» STflRMDRAIN PROFILE~ iB 1$ PRQ.FlLE 1A 2 5 �-F 18 R 5ORMi� :�. _�r� 9 �. , I, t
22.4 T W CB- 119 _ S gyp,., 2.6 �P,� _-�-, 24'4 TSW' a£-,
-
h 27 LF 24 RCPTT .. w. 2 . Ep �� .
22.3 TSW TG - 2 .7 23.0 P 115 LFI 15" RCP »._ w... »,,, .. ,. pip • R'� cP .��0-.�-23 5 TSW „,:,`" ,
`� C-- TG . t, � - C.� 24 0 TSB-=�7
INV = 20.4 4A-JB-1 N �' -11�' 2�62 I I. '�«� y 2 22
23 TC = 22.1 1. € TG = 22.7 ; TG 22.7 t f 2.1LP 21
N. •'' _ INV = 19.75 21.9 EP l
22.0 TSW INV. ,14.5 ,_ - : �- INV 19.6 2 ::, _, 20.0 FL
w...� ..
. w
23.3 EP - - : 23.7 EP _ 23.3 ,EP., : 23.9 EPE x• - 23 4. EP
21 20.3 F
h..
. ,w, �. «..22.3 TSW° ` ,,.,.: «, .-�K22.9 TSW-'.. k Y,. . 22.4 TSW _
22-21.4 TSW . 22.3 TSW - - 22.7 TSV>< : 2V�. , HW IK:..- �� F` 3
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W _
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�. �, « W m,.r ..»
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.. 21.3 T5W
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.� 5T MD PRO !LE 1 22.8 T 2 .3 TS v . » » „ ;_ w
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r- 2
2.6 TS% W:._
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...,. » m »
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19.7 FL � vu.w ,I 0� 0 FL (21.2) ._ ,» 20.4 FL 21.3 2;.1 T5'�i 21.3) {2 k21.6)
£-� {20.7} t 9.8 FL 19.9 FL _
I tt' m:$yy»- 21.1 20.9) (20.8) .�'-- ( } 21.3 TSW CB 4A-17 ,
2 5 2 5 ( ) ( 'y'
I
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m u INV. _ 15.6
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1 � 2
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KEYMAP
DETAIL REFERENCES
1 DETAIL NUMBER
CG505 DETAIL SHEET NUMBER
■ woft /'M
r11611116mi
CB-1 CATCH BASIN NO. AND 1
DETAIL NO. CG505
NVfr-1 CONCRETE HEADWALL NO. AND 3
DETAIL NO. CG505
4C
4C J B-1 n JUNCTION BOX
z NO. AND DETAIL NO. CG505
x
P
0 is 30 w
1 inch - 30 & Horizontal
GEND
0
Q
0
0
WFO
LEAPPW*U
...........
HP
NIGH POINT
RR CD4QMDM MVFAC
ACiMITY
EP EDGE OF PAVEMENT
TG
TOP OF GRATE
TSW
TOP OF SIDEWALK
sAnsF,crarr � DUE -
DES RLW
JDRW RLW
ICHK HSR
FS
FINISH SURFACE
«PM/DM» -
BRMlCH MANAGER -
TW
TOP OF WALL
CHIEF ENG/ARCH -
«xx» -
BW
BOTTOM OF WALL
z
aa^
o Z >-
0 5 �
Z H �
w
w I Z
2-U
--j
-<
U
_
(n
Er-
FL FLOW LINE
TC TOP OF COVER
(22.1) EXISTING ELEVATION
NOTES
W M z
W
z
o
Q
1. SLOPES ARE TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
U J
§
z
a-
Q.
2. ALL ELEVATIONS ARE AT FLOWL.INE UNLESS OTHERWISE NOTES.
-1
Z Q VV
M
�-- Z)
W
(.9
Cif T
I
Q
3. SEE SHEETS CG301 TO CG302 FOR STORM DRAIN PROFILES.
QQ �
_ LL
Z
Z
v
4. SEE SHEETS CG505 FOR STORM DRAIN DETAILS.
0
Q
Z
5. SEE SHEET CG101 & CG501 FOR EROSION CONTROL MEASURES.
Z
� O
❑
6. GRADING IN LANDSCAPE AREAS AT BUILDING TO BEING 0.5' BELOW
W
J
FINISHED FLOOR.
W
Z >-
Z
LU
0
7. REFER TO ARCHITECTURAL PLANS TO VERIFY DOWNSPOUT AND
Cl)�U)
SPLASHBLOCK LOCATIONS.
Z
W
W
❑
7
(D
T
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a
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=
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Mom` ARMEN°" �-
SCALE: AS INDICATED
EPROJECT NO.:
-
.
C..)
!�=
CONSTR. CONTR. NO.
N40085-10-R-5314
k,...
NAVFAC DRAWING NO.
may;
12620121
C>
,-
Ga�: ;AP- ' `r"-nF , ;� ;� h '.
SHEET x
OF
x
wY v�-E,S�:EESiC '.C`:' ':r:r`:?v':` -`% .i7.'.
Construction Management Civil Engineering Surveying
cV
10
,. %( ' - -.''% a t,
- _i:�._l3 ss a� I�.: l-,-i_ 'Ji �. f_ a 3�L`._i. .j.l'1r ��Sciem s:••

11
z
101
A
23.8 TG
CB-
TG=23.8_.
IK = 21.9
`
VHAKVLSIING . 25� .
` � . � ' . ' � • .�. � - - �. ' ' . • • �. - ' . �. CISTERN
pR.�.
�. .'IW. = 21.8
•. '.'' -INV. - 21.6'�'.
_ 25�_
22.6 FL
MATCHLINE SEE THIS SHEET
PROFILE 3
IW- = 20.9
STORMDRAIN PROFILE 3
IW. =21.2r
............. ....___ . _-------....m_ _:m. _ _.—_._.. _ _:__._.._......_........
4 9
w r
W
--
I M= 3 M= 3
B= 4 1 B= 2
VAR I LS n= 0.03 VAR I ES n= 0.03
- �
LINED Wl TH CENTIPEDE SOD
3:1 SWALE, 4' BOTTOM
NOT TO SCALE CG102-3
I M= 3
B= 1
VARIES n= 0.03
3 -11,r
LINED WITH CENTPEDE SOD
3:1 SWALE, 1' BOTTOM r
MATCHLINE SEE THIS SHEET
3
LINED WITH CENTIPEDE SOD
3:1 SWALE Z BOTTO M 2
NOT TO SCALE CG102-3
22.0 FL
Is ao so
i hwh - 90 & Horinatal
0
U
w
G
KEYMAP
\\``orvrrtinurrruirr�
5TH AVENUE ,,.��`�N oARo
� �tWF. ti
FL
24.58 (24.60) 4 .64 Q4 • Y
SEAL
025483 -
�.,.. _-___-_-
_------ _ 62 LF 18• RCP1/12
-
�.
S'
--EE STORI DRAT ,, -- ��� i
HW-4 31'ROF1LE 12��� '`
121.E IW- = 21.50 21.7 FL INV. = 21.50
b.,........r.'i✓
24.2
24.7 EP , ,.
3
t
1,
CG103 e
�.
- - 23.7 EP A/E ••-D
APPROG
fj g a 24.7 EP
>;
22.0 FL FOR OMMDM PKWAC
ACTMIY
SATISFACTORY M iRRALW
24'2 24.7 EP DES RLW D«PM/DM>>
BRACH MANAGER
CHEF ENG/ARCH
7 —
«XX»
n Q
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f M I- R o
f U0Z5 Q
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SCALE: AS INDICATED
EPROJECT NO.: —
CONSTR. CONTR. NO.
N40085-10-R-5314 -
NAVFAC DRAVANG NO. N
COASTAL al'ibre 12620122 0
J. SITE _ `�
Li :E[;" Ii; SHEET X OF x
VmESIGN, PC:._
Construction Management Civil Engineering Surveying cv
5

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20
S=0.25%
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(2) 87 RCP
24" RCP
27 LF :
24" RCP -
8" C-900
18" RCP
WATER: MAIN
0+00.00
40
30
20
10
0
0+00.00
1 +00.00
PROFILE 1A
1 +00.00
40
30
20
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119
LF
S=0.35%
S=0.38%
15" RCP :
1$"
RCP
24" RCS
;
1+76.63 0+00.00
2+00.00
1 +00.00
PROFILE 1 B
3+00.00
PROFILE 3
40
30
20
10
Y W _
r
3 I I I I
m m m m
= U U U U
00 zn :z� z� z�
J O 0 m. a1 u� N m N �; M c0
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....... ..... • . ' ...... GRADE ;. .... ........
ISH
EX GROUND
I`
i
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45 LF 11 � LF 68 �F •68 LF
5 S=
S=0.22� S 0:269� D•299� ~0.29%
RCP 18 15'
.'RCP 15.' RCP 1:5" RCP
18" RCP
......... :....... AP.PROX.. 3-Z .. ..... '.......... :........
• SEP.
8" C-900 8" C-900
SEWER LATERAL : SEWER MAIN
APPROX. 3.3' ;
• SEP.
2+00.00 2+34.01 0+00.00
4+00.00
5+00.00
1 +00.00 2+00.00
PROFILE 1 C
6+00.00
40
40
M
O
M
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18 LF 19 LF
S=0.28 S=0.53%
18" RCP 18" RCP
1 " RCP
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40
30
20
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40
m Ur
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BADE
• • .. • • NIFH
GRADE
ND
X �G
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20
i15 LF
115 LF-
S=0.2694
73 LF
S=0.28% .
LF:
72 LFLJ
-
o
5-0.28�
S=0.26%
18" RCP
"
18 RCP
=
5-0.28X
"
18 RCP
18" RCQ
1-- RCP
•
APPROX. 4.5
18" RCP
18" RCP
APPROX*. 4.0'
..:..........:...... l$" :RCP.......:........
SE
,SEP:....:..
. IVAPPROX:.3�0'
15" PERFORATED PIPE:
SEP.
'
8" C-9A0
INFILTRATION BASIN IE' = 19.5
8" C-900
8' C-900
SEWER 'MAIN
•
SEWER MAIN
SEWER WIN
;
............................:..........:.........:.........:..
10
.........:...
10
.........:...
00 0 0
2+94.36 0+00.00 0+36.97 0+00.00
PROFILE 1 D
40 40
Z a :
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M O %
0
.N Upwr�� +n0 30
j N rr- Onjr
X�jj : raNj
(0 U) �HZ
.. _ •_INISH GRADE
X GROUND
1 +00.00 2+00.00
PROFILE 2A
W
N
Q
m
PO
I
-
U
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I
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m
U
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GRADE
. ............
...........:......
EX
ROUND
77 xi
65 LF
75
LF: S=0.27%
96 LF
'
S=0.21
20 •, '• 20 .1.5�. Rep ...... ; . 15•RCP .:..... .
• S=0.31 �•
.: " "
^ �A. 15 RCP " �15 RCP
" RCP _,'```.:.= • .<. 15 RCP
1'y 12" r
....:...................:.........:.........:.........:......
8" CLAY SS MAIN' ;
L=99: FT
10 S=0:407 10 ......... ......... .........
:.........:......
30" RCP ;
LSEE SHEET CG 106
..FOR. OFFSITE .STORM W TER ......... :......... :.........:.........:......
CONVEYE;NCE SYSTEM; ;
DETAILS.:
3+00.00 0+00.00 0+72.07 0+00.00 0+72.07
PROFILE 2B PROFILE 2C
40
30
20
10
0 0 0
7+00.00 0+00.00 1 +00.00 0+00.00
PROFILE 3A
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TRFNrH Rn7rOM = 19.1
A PORTION OF THIS TRENCH IS TO LOCATED BELOW A PARKING AREA. \UNDISTURBED GROUND
SUITABLE COMPACTION SHALL BE ACHIEVED IN THESE AREAS PRIOR TO
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INFILTRATION TRENCH CROSS SECTION B-B
NOT TO SCALE
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MIN. FINISH SURFACE ELEV = 22.7
TOP OF STONE BACKFILL
FILTER FABRIC = 21.8
A PORTION OF THIS TRENCH IS TO LOCATED BELOW A PARKING AREA.
SUITABLE COMPACTION SHALL BE ACHIEVED IN THESE AREAS PRIOR TO
INSTALLATION OF BASE AND ASPHALT COURSES.
OR APPROVED EQUIVALENT
GROUND
RAINWATER HARVESTING SYSTEM
SCALE: 1'= 40'
RAINWATER HARVESTING
PIPE TABLE
NAME
SIZE
LENGTH
SLOP
RW-1
12
.2
FT
0.30%
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10
44.0
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0.45%
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100
11.6
FT
0. 1
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100
43.6
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0.50%
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8
18.4
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0.49%
RW-6
8'
22.0
0.50%
RW-7
80
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FT
I 0.50%
RW-
8
18.0
FT
1 0.50%
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8
8.4
FT
1 0.48%
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8
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FT
1 0.50%
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6
02.8
FT
1 0.49%
RW-12
6
12.8
FT
1 0.41%
RW-13
60
24.8
FT
1 0.42%
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8
8.4
FT
1 0.50%
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6
6.8
FT
1 044%
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10
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FRW-20
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6
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TRENCH
15' PERFORATED A-2000 ADS
N12 OR EQUIVALENT (TYPICAL)
RAINWATER HARVESTING
PIPE TABLE
NAME
SIZ
LENGTH
SLOPE
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12
14.0 IFT
0,50%
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120
10.6 FT
0.45%
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8
42.0 FT
0.50%
RW-
fi
7.2 FT0.56%
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32.4 FT
0 2%
RW-27
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0.50%
R -28
6
5.2
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RW-29
60
91.6 FT
1 0.50%
RW-30
6
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47
RW-31
6
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RW-32
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61.2 FT1
0.51 %
RW-33
102
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80
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R -35
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47.6
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1 0,50%
RW-37
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1
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RW-38
6
194.8 FT
1
0.50%
RW-39
6
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RW-40
24.4 FT
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18 PIPE 4 FT 4 FT 4 FT 4 Fr WEIR
TO BASIN ELEV. = 21.3
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IE = 19.7 4 Fi WEIR >F =19•7
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4 FT WEIR + O�ALL
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2 FT SUMP IE = 18.0
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SECTION VIEW
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(STRUCTURE 6B)
CATCH BASIN 6B / BYPASS STRU(
TOP OF GRATE 22.7
24' PIPE
IE = 19.55
BOX IE= 15.5
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COVER/ACCESSOP
ELEV_ELEV.
COE�ACCESSTOP
COVER/ACCESS OP
ELEV.TOP
OF BOX = 22.7
24' PIPE
TO BASIN
IE = 19.55
= 6-BASE
19• PJPE
rE - 19.ss
4
4 Fr WEIR
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4 FT
4 FT WEIR
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4 FT
4 FT SUMP
FOR CLEANOUi
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L
INV 19.55
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STAINLESS STEEL
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EL PIPE SCREEN
SECTION VIEW
(3) - 4 FT x 4 FT PRECAST CONCRETE BOX
NC PRODUCTS 4848 OR EQUIVALENT
(STRUCTURE 1A)
N BOX 1 B
STRU
LOMLI 01
tom.!
1. TO BE INSTALLED ON ALL BYPASS STRUCTURE BOXES
AND CB-2A-1, CB1.B, CB1.E AND HW-1K
STEEL LATCH 2• FRAME ON HW-1K WILL NEED TO BE ADJUSTED SO BOTTOM
OF FRAME IS AT SAME ELEVATION AS INVERT OF PIPE.
ESS STEEL MESH
ESS STEEL FRAME
STEEL HINGES
CG 104, CG
18' PIPE
INV = 19.5
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(1)
- 4 FT x 8 FT PRECAST CONCRETE BOX
^10 o
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PRODUCTS 4848, 4896 OR EQUIVALENT
CATCH 1
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INV 19.5
PLAN M 1
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2 - 4 FT x 8 FT PRECAST CONCRETE BOX
NC PRODUCTS 4848, 4896 OR EQUIVALENT
(STRUCTURE BYPASS 2)
SECTION VIEW D-D
N 2A / BYPASS STRUCTURE
CG 503-51
INTERMITTENT CHECK SLOT
7
COVER/ACCESS TOP COVER/ACCESS TOP
TOP OF GRATE = 22.7 GRATE TOP E = 22.7 E = 22.7
TOP OF BOX = 22.7
-
4 Fr
-
I
Fr
Is rmE Is_rrrE
tE - 19s rE - 19.s
18 PIPE
TO BASIN
IE = 19.5
18 vrvE
= 19S
4
4 FT WEIR
ELEV. = 19.5
I
4 FT WEIR
12' CONC. 1
ELEV. = 18.7
4 FT SUMP
BOX IE= 15.5
FOR CLEANOUT
BOTTOM OF BOX = 14.0
= 6'BASE
LONGITUDINAL ANCHOR TRENCH
1
SECTION VIEW
(3) - 4 FT x 4 FT PRECAST CONCRETE BOX
NC PRODUCTS 4848 OR EQUIVALENT
(STRUCTURE 5A)
0
TOP OF GRATE = 22.7
PIPE
INV = 19.5
COVER ACCESS TOP COVER/ACCESS TOP
ELEV. = 22.7 ELEV. = 22.7 GRATE TOP
4 FT WEIR
ELEV. = 21.3
4 FT WEIR 24 Pry z< rrvE
ELEV. = 19.5
I 4 Fr WEIR
12' CONC. 1 ELEV. = 18.7
4 FT SUMP
BOX IE = 15.5 FOR CLEANOUT
BOTTOM OF BOX = 14.0
(2) - 4 FT x 4 Fr PRECAST CONCRETE BOX
2 - 4 FT x 8 FT PRECAST CONCRETE BOX
NC PRODUCTS 4848, 4896 OR EQUIVALENT
(STRUCTURE BYPASS 2)
COVE.RJACCESS TOP COVER/ACCESS TOP
TOP OF GRATE = 22.7 ELL�t�y. = y222.7 ELEV = 22.7 TOP OF BOX = 22.7
EA. FT S 15' PERF. PIPE
4 Fr WEIR -�
30 PIPE ELEV. = 19.5 IE = 19.5
OUTFALL 4 Fi
IE = 18.0 120 CONC.
4 FT SUMP
BOX IE= 15.5 FOR CLEANOUT
BOTTOM OF BOX = 14.0 L
1 =6'BASE
SECTION VIEW C-C
3 - 4 FT x 4 FT PRECAST CONCRETE BOX
1 - 4 FT x 8 FT PRECAST CONCRETE BOX
UNC PRODUCTS 4848, 4896 OR EQUIVALENT
(STRUCTURE BYPASS 2)
1
INITIAL CHANNEL ANCHOR TRENCH
TERMNAL SLOPE AND CHANNEL
ANCHOR TRENCH
TYPICAL CHANNEL STABILIZATION
Practice 6.17
NITS
TOP OF BOX = 22.7
6"BASE
NOTES:
1. ALL STORM DRAINAGE PIPE TO BE A-2000, ADS N12
STORM PIPE (OR EQUIVALENT)
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r+ MAX. PIPE DIAMETER IS 36" R.C.P.
MAX. PIPE DIAMETER 18 16" R.C.P.
SECTION X-X CONCRETE ALT ■ NOTES: SECTION Y-Y
-HORIZONTAL AND VERTICAL DIMENSTONS MAY BE ADJUSTED AS THE
FIELD CONDITIONS ANDION ALTERNATE DESIGN REQUIRE.
-MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14 -0". SHEET 1 OF 2
-MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER. 84 O .5
-DEPTH OF STEEL GRATE WILL REGIURE DEEPER SEAT ALONG SHORT HALLS. 3
CATCH BASIN
NOT TO SCALE CG102-103
E dJ
a„ A 6" OPTIONAL MANHOLE r }
a
E ¢�
GENERAL NOTES:: 1ZK w U
Y 6. C7 CHAMFER ALL EXPOSED CORNERS 1"; LL J a-I..r z
I USE MASS -r CONCRETE THROUG OUT- � � U3 = -
_ x _ OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR Ir- ¢ Q LL T.
i `� D 04 BAR DOWFLS AT w" CENTERS AS DIRFCTRI BY THE ENGINEER_ Q
x . D I r f-
- f ♦ - - m U a �.r %' U91 FORKS To CONSTRUCT THE BOTTOM sine.
O w
woo E ( +�. IF :REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX., 0 1� a_
4
ADD TQ 6ASE:AS SHOWN ON 9TRNpARO.NO. 640.00. O to
- � i _ •mom ��. �• t ;
Z }+.
_ * - PPoOVID2 ALL JUNCTTON BOXES OVER 3`•6" IN DEPTH WITH STEPS- I-
I-- - - - - I 12' ON CENTERS IN ACCORDANCE WITH STD. NO. 640.66. a Q
LLI
6"
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY OUANTITIEB 0
Y TO INCLUDE THE ADDITION OF THE MANHOLE FI.F. DIAGONAL BARS
SEE STANDARD 840,54 C- SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER A FRAME 4 R "A" HEI6HT BRICK MASONRY,, OPENING IN TOP -SLAB:,)
P LAN OPTIONAL SPACED B
C. TO 0. MAX. DEPTH OF THIS STRUCTURE FROM TOPOFBOTTOM SLAB TO TOP
BRICK MAY BE USED ELEVATION IS 12 FEET,
TO ADJUST FRAME A.
8" COVER TO SURFACE
ELEVATION. L.AX.: 1'
BM
U_ 0
m LL
OUTLET PIPE N
m �
O J
o _ �f�` z y� b Lu
- E OR F 1 ."�M Fy Z 0-
INLET PIPE r I - SECTION
6" C-C OR D-D DOWEL o H
v �
SECTION x-x z
2 0"
4
2"
p
"F" BARS
CTS
'
"B' BARS
@ 1 CTS.
�•
2'
4"
R
. 4'
v'
SECTION.Y.-Y
SECTION Y-Y
DIMENSIONS AND 'QUANTITIES FOR CONCEETIE JUNCTION SOXU
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
T SLAB
DIMENSIONS
CUBIC YARDS
IN SOX
TOTAL OWSHIfTTiEB
BOX AND SLAG$
DEIJUCT'IOMS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH -
E
:F
TOP
SLAB
BOTTOM
SLAB
WILL!
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
12"
2'-0'
2'-0'
2'-3'
12
2'-9"
a'-D"
3'-0'
0.167
0.167
0.165
22
0.760
0.015
0.024
i6"
2'-3"
2`_3"
$ -6'
12
9'-0"
3'-3"
T.3'
0.195
0.18E
0.204
1 24
0.902
1 0.023
0.039
18"
2'- 1"
2'-.6"
2'-9w
14
W-3"
T-8"
S'-5"
0.227
0.227
0.222
30
1.685
DODOS
0-.049
24'
3'-0"
3'-0'
3'-3"
1S
3', 0'
4'-0"
4'-0"
0,290
1 0.296
0.250
40
1.434
0.059
1 0.085
30'
3'-6"
W-6"
3'-9"
16
4'-3"
4'_6'
4'-.B"
0.379
1 0.375
0.296
51
1..S60
0.092
0-.127
30.
e4l
4'-0"_.
4,-3"
20....
4'-V
5'-0'
5:'-0'
0.458
1 0.463
0.333
64
2-:.941
D.132.....0.1R@..
42"
a'-B"
a'-8
4'-9"
22
6'•9°
5'-6"
5'-6"
0.55a
0.660
0.370
77
2'.878
0.100
0.243
48,:...._
W-4"
5'.-4'
5'-3"
28
61•8."....
6' 4"
_
6'-4"
0.743.
0.743 ..
0.407
.......................
11.1
3..623
0.,235
0.317
54"
51-10"
5'-10"
5'-9"
28
61-T
W-10"
W-10"
9,RE15
0.665
0.444
128
4.283
0.297
0.401
BO"
B'-8°
8'-8°'
b'-3"
30
7'-3"
7'-B"
7'--8"
1.062
1.042:
0.481
146
5.090
1 0.387
0.495
Bbw
7'.-1:^
T,_,"
B .9"
32
7'.-10"
8'--i"
8'-1
11210
1..210
.5181
ISO
5..917
0.444
1 0.569
STORM MANHOLE 2
NOT TO SCALE CG102-103
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
CONCRETE ENDWALL 3
NOT TO SCALE CG102-103
0
I-- H o ~
co
W = -N
cc
0o
z y
840*31
00
H}
Qa
0O'nX_Z
LLI °C z
QU�d,U,
r
ca/ -U_OJ
O Q O ¢
z . ' °r
CL
a
Lu
W
J
ac v' coLU co
3
0 Ca
z J'
Ov
LL 4
oJ�LLH
J
O A.
W -00
cri
O �
W ~
C9 CC
LLZ r
O
v
SHEET 3 OF 3
838.01
L I I
SEE SECTION Y-Y F�MENSION
Cuuuu��00
X_.J
PLAN OF BASE
4"
BILL OF MATERIALS
COMMON
CONCRETE ALT.
BRICK ALT.
BAR
*
-
LENGTH
QUANTITY
WEIGHT
LENGTH
QUANTITY
WEIGHT
A
6 -4
6
39.97
-7
47.7
B
#5
3'- 4
16
56.3
3-4
16
56.3
#5
2'_ 8
14
38.9
-0-
-
-0-
#5
•0
4
33.59
-3
4
38.
E
N
20
52.6
3 -0'
10
31.3
27.34
-8
10
4B.7
HEINF. STEEL (TOTAL WEIGHT Lff7F
328.6222.8
CNCRET L'
0.66
CQNCRETE IN MALLS CLASS AA CUBIC YAP.
-0-
CONCRETE C
_0_
DOSS
-
o.s;
-,CONCRETE T(LTAL fGQsICYARD
.4
T
BRICK &CONCRETE TOTAL(CUBIC R '
1.48
1.93
CONC. USI YARDSIN MALL`F00T F HEIGHT
0.14
BRICK CUBIC YARDS IN 11ALLfFOOT OF HEIGHT
-O-
0.3a
F
47.6
Z
O Cl)
r!�
¢QR. .
HE[=U
0 0 = Z
Z -
a6<00
H2~ZL,,,
d) r Iy O J
0< CC CD
Z
H- "
a
LU O
LU
'C' VERTICAL BARS
LIJ
E a 'F" HORIZONTAL BARS
¢
STRAIGHT BARS �(-
@Ire
t,
at
J
° yP
N
LL 0 O
"A" a "D" BASE BARS �Y*
Z p z
5^ RADIUS
LU
12" CONC. 2rr RAOI 91¢" BEND
RADIUS t7" BRICK
Q
¢� LUt"
4" caNc_ ! I
� _
-war.
BASS BARS B BRreK
0 45 w
a 45 J
CORNER
BARS
0 00
GENE-USERAL
h Z
CLASST'AA! CONCRETE FOR CAST IN PLACE CONCRETE BOX.
'B'
0
M
-USE CLASS CONCRETE IN THE WALL CAVITY FOR REINFORCED
'AA'
CO
Q=
BRICK CONSTRUCTION AND CLASS FOR THE FOOTING BASE.
d
-CHAMFER ALL EXPDSED CONCRETE CORNERS 1".
U) Ld
-USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
BASE FOLLOW CONSTRUCTION
I -I
m
-IF PIPES ARE SET IN THE
J
PROCEDURES SHOWN BY STD. DWG. 840.00.
-PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED INLU
C9
V Q
F-i
LIEU OF BRICK MASONRY CONSTRUCTION.
-INCLUDE REINFORCING STEEL COST IN THE UNIT OR
U
{L.
LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE".
STD. DWG. 640.25 FOR FRAME ANCHORAGE.
Q
-REFERENCE
LL
-CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK
WILL BE PERMITTED.
F
-CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE
STANDARD SPECIFICATIONS.
-PROVIDE GRATED DROP INLETS OVER W-B" DEEP WITH STEPS
SPACED 12" ON CENTER AS DIRECTED BY STO. ON . 840.66.
SHEET 2 OF 2
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS.
CATCH BASIN
NOT TO SCALE CG102-1030
SLOPE AS INDICATED ON PLANS
P OOVE OR '1��
BELL END OF PIPE g' /
TO FACE OF WALL
I ! I A
CONC. d_
PIPE #4-BARS
JA
PLAN 12"
e
FOOTING
(IF CONST. -JOINT IS USED) DOWEL
s M G END ELEVATION BAR-"X"
I
1
I f
Ilk
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
DOWELS IN ENWAOLLL WITH REINFORCED COMGWETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
IS-
24^
30"
as-,42"
48"
15"
18"
24'
30"
36"
42"
48"
BARS
"X"
nX»
»Xw
wXn
nXn
wXw
Y.
„Xn
Y*
wX»
X.
X.
nXw
X.
nXw
Y*
nXn
Y'
G
QTY.
2
2
S
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
OTy.
_
_
_
_
_
-
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
9
9
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCIETE 60ANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YDa
M
L
YDe
1'-8'
2'-9"
214"
Ott
W-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7'
1'-10"
3'-2'
2112'
10"
G'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-D"
3"
10'
8'-O"
1.5
W-5"
11'-5"
2.0
30'
5'-0"
2'-6"
4'-7"
41A"
11W
9'-2"
2.3
W-3"
13'-5"
3.1
98"
5'-8"
2`-8"
5'-8"
4 "
111`2"111'-O"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
S'-1"
B'•4"
514"
11}�"
12'-B"
4.5
5'- 10"
18'-6"
B.0
48"
111�"
14'-4'
B 13
6'-81,
21'-0"
8.0
'SEE SHEET 3
CONCRETE ENDWALL 3
NOT TO SCALE CG102-103
CURB CONC. APRON NO -CURB CONC. APRON
2.5' "W' 2'
NEW 6" THK CONC.
SWALE W/ WIRE
REINFORCEMENT.
EJ ON ALL SIDES PER
NEW DRAINAGE _ DETAIL 4A THIS SHEET.
S RUCTURE
'W' DIMENSIONS TO BE DETERMINED
FROM CONTRACTOR'S APPROVED CASTING
DIMENSIONS
CONCRETE APRON 4
NOT TO SCALE CG102-103,107A
a R1�g"
SEALER
EXPANSION JOINT
NOT TO SCALE CG102-103,107A 4A
z
o U)
H �
¢ ¢
1--H � C3
O
OO65xZ
¢Ucc00
F
TrAHLLO_J
OOCIJ¢
Z 1-•1
F:>
1-4
13-
,,, C3
Q
W
-1cc
N
O Z Y
LL N W co
0
Q Q v 01
� � I
,
J LU0. 0
1-4
0 3
W
sn LU
w W C cr
=
� UJ ~
0 =
LO
LZLI Z
Zar
O
"SHEET 1 OF 3
838.01
v' v
1" MIN.
CLR.(TYP)
4x4 W4xW4
'0
VMF ( LAP
WWF 6" ON-
TO FABRIC}
y
v o, v
GENERAL NOTES'
y y THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS:
r.
6"
84D.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
840.35, 840.36 AND 840.41.
¢
Z '
1" WIN.
IN ACCORDANCE
O 0 U
INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES
LL �
SECTION VIEWS
WITH NCDOT STANDARD SPECIFICATION SECTION 840.
O O a x z
• USE 400D PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
OC Z
LUC¢.7<C
OPTIONAL
JOINT DETAILS
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185
WELDED WIRE FABRIC (WWF).
CD
r F Z 1 i
#5 REBARS $ 12"
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0".
2 LU
O
CENTERS {HORIZ.
' PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
� LL-1
rk VERT.)
1925.704.
O inCr
(USE WITH
* ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
Z •>
4' X 4' 6 LARGER
UNLESS ALLOWED BY DETAIL IN PLANS.
a 14
DRAINAGE STRUCTURES
* PRECAST ALL ELEMENTS TO MEET ASTM C913.
,
W D
TYPICAL) - 'L' BARS WITH
* FRAME AND GRATE HEIGHT MAY BE ADJLISTED WITH CONCRETE
[]
V-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-G" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR RESAR IF
MIN.
MIN.
THE SAME MIN. AREA OF STEEL IS PROVIDED.
I
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
#4 REBARS @
a
STANDARD SPECIFICATIONS.
• LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
84 REBARS @
6" CENTERS
F
TO 6'-0" X 8'-O".
6" CENTERS
EACH WAY
EACH WAY
_ _
~
THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
LL a LU
LOCATE
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
Q
CENTERDTHIRD
TYPICAL PRECAST
IS GREATER.
LU
z
OF WALL
r ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
RISER SECTION
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
d
DWG. B40.34 FOR MANHOLE INSTALLATION.
IE
Z CD
cc
PRECAST RISER PLAN ~
Q ¢ N
2 #5 BARS EACH SIDE x UJ
a LU OF OPENING FULL SPAN =
1" MIN. CLEAR m: MIN.1 IL MIN. r m a
O Z
,- L' DR 'W + 2 WALLS 1" MIN. CLR. r 1-I
STEPS Z _ •V. i0.1 L6
17
#4 REBARS co 4x4 W4xW4 ' .p ,p- W Q
r o 6 CENTERS WWF (LAP WWF m m : v' o' ::. Z a
" _ i• 6" ONTO FABRIC) y ¢, p:: ...4 : :4 0 LU Q
k K yo • .v:. o v: .� f
2 #5 BARS @ „ :C' • , a• - _C' d:
- - - - - - - - OPENING y" #5 REBARS 12 : v'
CLEAR (SEE NOTES) CENTERS D 4 .' 4 .'
0• - •¢ .
LOCATE OPENING z TYPICAL SECTION :r°' °' :' '• q; '', o
AS REQUIRED11
m s .. .. ,• P' ,: •. •p' ,•��
6" (SEE HOTEL) 6„ TOP SLAB TYPICAL SECTION z++'
t0 2 ISHEET 1 OF 1
MIN7 PLAN TOP SLAB MIN- OF BASE UNIT ISOMETR C VIEW 1840.46
CATCH BASIN ,,,,,.��� CAR41' //,,
o
NOT TO SCALE CG102-103 1 =fib, 1§ Y��1•9�'�
$ SEAL
025483 =
a
a
4
a
0
SLOPE AS INDICATED ON PLANS
4
T' C. S.
E"Op'
PIPE'�
; 93�1 #4-BARS
-
PLAN 9
FOOTING
(IF OONST. JOINT IS USED) DOWEL
G M G END ELEVATION BAR."X'p
! I
4kl � I III
i I I
DOWEL
L
DOWELS IN ENDWALL WITM C. S. PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
IS-
1B"
24"
30"
36'
42"
1 48"
15"
18"
24'
30"
38"
42"
48"
EARS
wXn
wXn
wXn
X.
uXn
nXn
Y'
wXn
Y"
X.
uXn
X.
X.
nXn
nXr.
Y•
nXn
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY.
-
-
-
-
-
-
-
1
1
1
2
2
2
2
G
QTY.
2
2
3
3
4
4
5
2
2
9
3
4
4
5
TOTAL LOS.
9
9
14
14
19
59
82
12
12
16
19
29
73
85
OPTIONAL CONSTRUCTION JOINT
DIE71810NS AND
ELEVATION
CONCRETE 010ANTITIES
USING CORRUGATED STEEL PIPE
COMMON SINGLE PIPE DOUBLE PIPE
D H B G L Y03 EI L YD°
15" 3'-4" 1'-8" 27 V 5'-0" 0.7 1'-11" 6'-11" 1.0
18' 3'-7" 1`-10" 2 -17" 5'-10" 1.0 2'-3" W-1" 1.2
24" 4'-1" 2'-1" 3'-8" T-4" 1.4 3'-0- 10'-4" 1.9
30" 4'-7" 2'-4" 4'-5" e'-10" 2.0 3'-0" 12'-7" 2.7
36" 5'-1" 2'-7" 5' 2" 10'-4" 2.8 4`-6" 4'-10 3.8
42" 5'-7" 2'-10" W-11" 1'-10 3.6 b'-3" 5.0
48" B'-1" 3'-1" 8'-8' 1S,_4n 4.9 B•_On
CONCRETE ENDWALL 3 _
NOT TO SCALE CG102-103 w I z cj:�
5 ❑ r z: W
Z z
w
1n z
w LU
QZz co Q
LL ¢ V � ❑ T
Q� Elf _0�
Z O U C)
VJ O
IZ J C 1
w
w Z J
Z W UL
z fr
w O W w0
W_ J =
WU
z J o z
�U
LL
0 O M
Q0 z OfW
(n w
z a
w � �
Q U
�Zz o0
LU
SCALE: AS INDICATED
EPROJECT NO.: -
CONSTR. CONTR. NO. U
N40085-10-R-5314
I COASTAL �� NAVFAC DRAWING NO.
SITE ' e 12620129
CV
DODiSE,0.ZJl'0 D E S I GN, PC SHEET x of
LWRAVIM 1�,� AC e'61G! . .. +,.E:.s+ F :: k:•. .;; `�' V: � W
LLI�EATIAL 4�EJ1R1L i10} m-41a M, .,. � . a Z
Construction Management Civil Engineering Surveying (V
7
L - '21
.i - -� a- -. aGLl�_�.--re.-3.a-�-ate. �.. l' aim._ s.�... . - i•- �- __ a- -r �41 'L:.-� l� �ii}
CONCRETE ENDWALL 3 _
NOT TO SCALE CG102-103 w I z cj:�
5 ❑ r z: W
Z z
w
1n z
w LU
QZz co Q
LL ¢ V � ❑ T
Q� Elf _0�
Z O U C)
VJ O
IZ J C 1
w
w Z J
Z W UL
z fr
w O W w0
W_ J =
WU
z J o z
�U
LL
0 O M
Q0 z OfW
(n w
z a
w � �
Q U
�Zz o0
LU
SCALE: AS INDICATED
EPROJECT NO.: -
CONSTR. CONTR. NO. U
N40085-10-R-5314
I COASTAL �� NAVFAC DRAWING NO.
SITE ' e 12620129
CV
DODiSE,0.ZJl'0 D E S I GN, PC SHEET x of
LWRAVIM 1�,� AC e'61G! . .. +,.E:.s+ F :: k:•. .;; `�' V: � W
LLI�EATIAL 4�EJ1R1L i10} m-41a M, .,. � . a Z
Construction Management Civil Engineering Surveying (V
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