SW8091108_APPROVED PLANS_20200512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Joao 05 ! a
YYYYM M D D

UKLA�N1 EAU
2 3 4 5
LEGEND
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THE BASE MAP SHOWN IS THE...
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- �I SUMMARY OF PERMIT MODIFICATIONS: SEAL 047811
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I , TECH CENTER ORIGINAL ��` �:�.t� f"�`^: rsers qx�' 4.
,_ 4 ,'-�,,ti;s �, _ ., ,� d _ _• :' TOTAL EXISTING PERMIT AREA: 1,025,405 SF (23.54 AC)
o S '� w r •a' e_ '€ t _'. n t'i ` -. p� 4 _ J":_ ?: 1St 'i+ j i�� •+•• e
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SW PERMIT BOUNDARY , �- ~., �,�- �ti�Y=.. _ r: TOTAL EXISTING IMPERVIOUS AREA: 460,171 SF (10.56 AC) `/,"••-••••••-'�'�`�'.'
E 110 , `, i I� E i. _ L y! ; ,` # '$, h I j��rr ► ctiWASti1,
SW8-09 $ tF d t ti �s a? �•.•" 'F...
.:.,'��` +.o x =:_, `� f '; ,,"':tf •a,$. �� r aF + , PERMIT MODIFICATION AREA 1
�", r �,�•, ,�.` r ti �a ._ AREA REMOVED FROM PERMIT: 4 AC
.116 Ja L& ' r i f ' :: ' ` :moo T l.vy. , p r ,� ^"-- •: -: _ IMPERVIOUS R
f s �,�� ;f, ur�i ,, OUS AREA REMOVED: 1,935 SF (0.04 AC)
f C' s+,a n E E iw c'e• 48
1OF��' {F, ..,. L�E ,. ,f ,� ,' f.`� ,i --- Y ; IMPERVI SAREA D
.�� . �'� ,, ••° `i 4. _- :- Y `, -fr,. OU A DED: 1,760 SF (0.04 AC} BURNSA A C
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o t' r 9 s [ f ► d , - ,. h, � e a 1 = NET IMPERVIOUS DECREASE IN AREA 1: 175 SF (0.00 AC)
'� , ' i e �'' ► z.-' '�` r +� �`� i 1305 EXECUTIVE BLVD.
`r �° f �' `�' w ❑ti r. '�a '_.- € PERMIT MODIFICATION AREA 2 SUITE 160
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" w �� bay a;�,; s• ti AREA REMOVED FROM PERMIT: 8 425 SF 0.19 AC
q. �� , *..;: _�-. '1. ' a "� .•_ r ..` IMPERVIOUS AREA REMOVED: 7 468 SF 0.17 AC)
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CONSTRUCT CATCH BASIN _ IMPERVIOUS AREA ADDED: 3,785 SF (0,09 AC) •s/= INFO
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, k _ _r OVER EXISTING 18 PIPE, ;.� is NET IMPERVIOUS DECREASE IN AREA 2: 3,683 SF (0.08 AC) o
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s������ ; ;���_ *` `'`� - "�'a u -' °��` ��'■,�5 IMPERVIOUS AREA ADDED: 539 SF (0.01 AC) ACTMTY
ED
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SAND �"�.�`N ,,���% %-•.T ADDITIONAL IMPERVIOUS ADDED TOTAL NET IMPERVIOUS DECREASE (1 `�2-3): 3 319 SF f0.08 AC
65
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COVERo s5 rr ; q 1 M 3 * 4 1 [ er , ,.- •+ � M*,19 AC
_ ."'� .. i ■ [ DES DRW i
} T ■8 � �� *4� �� , s ,,�' .� MODIFIED TOTAL PERMIT AREA: 1,012,565 SF (23.25 AC) PM DM
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{ a LT_ ;° MODIFIED TOTAL IMPERVIOUS AREA: 456 852 SF (10.49 AC)
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'� BIORETENTION BASIN 2 MODIFICATION: o Z z
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%M 8 SF DA = 1.407 ACRES �, uj
o I-II'� l i. ACRES
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o .r � �° , � �'`��'�i��+���'��'* �,,�" •�. •`�;�,�'� _.j, ' � ,,,. �� :.***REVISED PERMIT LINE � � k`,, � w C = 0.50 Z Q Q J
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SAP;"A°.�q' ��� ` - h a PERMIT AREA �t� Q" i�( t Q W
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�--�• t .. AREA 3: � _e-•��:,, I � _ _ : C� W �
r�� ' s ,' IMPERVIOUS AREA ADDED TO f I j *'`AREA 2:
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# tNb.�n `�"� r :'� j - MPERVIOUS AREA ADDED TO 0 Q
PERMIT - 539 SF ,. I KEY PLAN z m w o
l"YAFiX-C Yi'-'^'i4'ECi Yv r '4 V
I •�4} �•-� PERMIT 3,785 SF � � F-
ir SAND �7 ILBASIN i� REVISED PERMIT LINE
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N�.'` i# d r b _ } 'eL 4,415 SF REMOVED FROM a=�``e�'" t o TE�li w U m
y q a a i a . ,�, °; €{' ..� PERMIT AREAMIN 4 of _
a **ADDITIONAL IMPERVIOUS ADDED r���DAm3,13 ACRES
- Ft`i*'�N.: W Q �.
a •f _ i r -}. ' ; 3 OUTSIDE REVISED PERMIT AREA �77 O w
# twill d d : =�Y f t y a ry� pia^':. ", :. Y r ,. .: "J;�o I �LIJ
+ w r2
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' + � r � r ��' �, � IMPERVIOUS AREA REMOVED FROM �,"' °4 k b . '�
a -•�� � - '�'`� PERMIT = 1,935 SF -_ � _ LLJ
DA - 3.13 ACRES J
-- i} TC = 8 MIN o w
A LC = 0.77 z Q � Q A
r
DAt* ES �•`` 4-rt4 �� -�--- ***AREA 1: - ''� : r �i IMP COVER = 2.25 ACRES u U c�
T 5 MIN,,, z„�„ IMPERVIOUS AREA ADDED TO' .�-• a + '� a Z z Apt D
4��� .... - � .;^.:�. PERMIT = 1,760 SF _ y I r � o N41 F4CAR()I,INA NYIR�I`IIVIEWA1
s ti ti .I . .
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, �r 'f MANAGEMENT CO � ISM
� a EPROl NO - 137474.4 �
can *** ■ ; r wl i �, ! .�� ��! - - PLAN PLAN O\ CONSTR. CONTR. NO.
SAND FILTER BASIN 12 MODIFICATION: j.30 ACRES �� - � p NORTH µ _..m _ _ �,� . T
DA = 1.199 ACRES T al IN a f, * N O I �� r r NAVFAC DRAWING NO.
TC = 10 MIN "" "� - *•"--„"`"`
C - 0.61 rt !�` 0 40' 80, 100, SHEET
w (� 533 Ems'
IMP COVER = 0.616 ACRES ***REVISED PERMIT LINE � � �'�" � SCALE IN FEET � �J
Ex -1 � MAY o 5 2020
DRAWFORM REVIS€ON: 07 AUG 2018 f 4 f
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R=1700.00'
L=528.54'
�+19.06 T=266.42'
65.50 LT \ e=NC
\ DESIGN SPEED=40 MPH
EXISTING DITCH
VOLUME = 1143.53 FP
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VOLUME = 1322.01 FP
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FEET
SCALE: 1" = 20'
.VFEET
SCALE: 1" = 20'
0 20 40
FEET
SCALE: 1" = 20'
PLAN
NORTH
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP200, CP211, and CP212
FOR ROADWAY PROFILES.
3. SEE SHEET CM100 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD200 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC200 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ100 TO CZ109 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-019 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-020 TO C-022 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP701 FOR
INTERSECTION DETAIL.
10. SEE SHEET CP400 FOR DRIVEWAY
PROFILES.
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`MSDONNELL
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
SEAL
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A/F INFO
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SATISFACTORY TO DATE
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BRANCH MANAGER
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ORAWFM REVISiM: 31 JANUARY PU17
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STA. 406+56.60 A=001 20 30.01 CIVIL NOTES AND LEGEND.cq
4 > > R=10000.00
� -A ':• 2� :' BEGIN PROJECT �� L=234 17 2. SEE SHEET CP211 FOR ROADWAY
•• BEGIN OVERLAY 4 (i) PROFILE.
ov,' ?: •••• �.: a T=117.09
�'�' S • .••'• BEGIN WIDENING cc I � °7 1 I� 3. SEE SHEET CM111 FOR PAVEMENT
''•�.rY.,,.,... 03/27/2020 �. 0 e=NC
I I'n CO I I= MARKING AND SIGNING. o
� - 'n DESIGN SPEED= 40 MPH F
------._....__._._._-_--._.---�--_..-_.._----.-----_._-- �! II �-�-- _J1 �Ir--------------- _ � _ � _--�_-_-- __- --- 4. SEE SHEET FOR DEMOLITION
---_ ---_- -- �._----------------_ �------------------- _ -- _. a 1!_ - o
D �4 ___ -T- _� Q � - 4� 2 AND REMOVAL ITEMS.
�---' �� �� `'�- ! �yf-� 5. SEE SHEET CC211 FOR EROSION D
AND SEDIMENT CONTROL PLANS.
0 6. SEE SHEETS CZ101 TO CZ207 FOR
+36.36 -____ ---- __ - J SIGNAL PLANS AND DETAILS.
CG F LL B„---rF->�""--`-�- r"'^ - F "��F 7. SEE SHEET C-0'14 AND C-019 FOR �
�� ��..., I tito p "'-- W STORM DRAINAGE STRUCTURE
-- - o-" II l� 8 C 020 TO C-022 FOR a
� SUMMARY.
. SEE SHEET
FF
MCHUGH BLVD. I z SURVEY CONTROL AND BASELINE
405+00 406+0 S370 00' 16,14"E 407+ o 40 00 CURVE 8 409+00 GEOMETRY.
+ 9. SEE SHEET CP406 FOR DRIVEWAY
20.60 20.57%20.62 20.74 PROFILES.
� V 20.31 r g
+ 20 3 B 20.37 �20.53 .4
ADJUST TO ADE ADJUST TO GRADE 11 26.50-8 n 21'
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f- - - 2 , ROADWAY SECTION BURNS
"� F NME-DONNELL
+77.27 -� �,- , + 7.78 1305 EXECUTIVE BLVD.
---24-00 RT €� �� I .00 RT �Q f _ OVERLAY EXIST. ASPHALT
1 SUITE 160
a CONC WALK _ �� CoNic_ _ ` -` - - ``�-- CONCRETE SIDEWALK CHESAPEAKE, VA 23320
WALK
4 r -- - _ ASPHALT PATH
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,� t v� GRAVEL SURFACE
.`�'�. °} �� � NORTH q 1'-6" CURB &GUTTER
0 20 40 so DAVETSPORT
clROADWAY PLAN, MCHUGH BLVD. STA. 404+75 TO 409+75 FEET N9BROpGmo"IE.3lIfl8pH1
SCALE: 1" = 20' 8 2'-6" CURB & GUTTER �=/q� �Y,Vm%u
D ..7�.a 596.744.1696 wni.�rlspuffilaH.rsrn
1" 20'
A/E INFO
❑ CONCRETE ISLAND APPROVED
CURVE 8 FOR COMMANDER NAVFAC
©=001°20'30A1" GUARDRAIL $� ACTIVFrY
_ t
R=10D00.00 - ,�
L=234.17 -__ +66 71 -_ _
T-117.09 @Q _ _ - - - - __ _, - CURB RAMP
SATISFACTORY TO DATE
1_ _ _ - - -f - DES DRW CHK
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CAMP LEJEUNE, NORTH CAROLINA
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NORTH CAROLINA
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SHEET INDEX
SHEET NUMBER DESCRIPTION
T1
TITLE SHEET
C-001
LEGEND AND GENERAL NOTES
C-002
KEY MAP
CD101
EXISTING CONDITIONS AND DEMOLITION
CD102
EXISTING CONDITIONS AND DEMOLITION
CD103
EXISTING CONDITIONS AND DEMOLITION
CD104
EXISTING CONDITIONS AND DEMOLITION
C-101
DIMENSIONAL LAYOUT PLAN
C-102
DIMENSIONAL LAYOUT PLAN
C-103
DIMENSIONAL LAYOUT PLAN
C-104
DIMENSIONAL LAYOUT PLAN
C-201
UTILITY PLAN
C-202
UTILITY PLAN
C-203
UTILITY PLAN
C-204
UTILITY PLAN
C-301
GRADING AND DRAINACE PLAN
C-302
GRADING AND DRAINAGE PLAN
C-303
GRADING AND DRAINACE PLAN
C-304
GRADING AND DRAINAGE PLAN
C-305
SPOT ELEVATIONS
C-306
SPOT ELEVATIONS
C-307
SPOT ELEVATIONS
C-308
SPOT ELEVATIONS
C-309
STORM SEWER STRUCTURE COORDINATES
C-401
ROAD PROFILE
C-402
SANITARY SEWER PROFILES
C-403
SANITARY SEWER PROFILES
C-404
STORM SEWER PROFILES
C-405
STORM SEWER PROFILES
C-406
STORM SEWER PROFILES
C-407
STORM SEWER PROFILES
C-408
STORM SEWER PROFILES
C-501
SITE DETAILS
C-502
SITE DETAILS
C-503
WASH STATION DETAILS
C-504
WASH STATION DETAILS
C-505
WASH STATION DETAILS
C-506
STORM WATER MANAGEMENT DETAILS
C-507
UTILITY DETAILS
C-508
UTILITY DETAILS
C-509
STORM DETAILS
C-601
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-602
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-603
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-604
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-605
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-606
EROSION AND SEDIMENT CONTROL PLAN -PHASE 11
C-607
EROSION AND SEDIMENT CONTROL PLAN -PHASE 11
C-608
EROSION AND SEDIMENT CONTROL PLAN -PHASE 11
C-609
EROSION AND SEDIMENT CONTROL NOTES
C-610
EROSION AND SEDIMENT CONTROL NOTES
C-611
EROSION AND SEDIMENT CONTROL DETAILS
C-612
EROSION AND SEDIMENT CONTROL DETAILS
C-701
PRE DEVELOPED DRAINAGE AREA MAP
C-702
POST DEVELOPED DRAINAGE AREA MAP
C-703
STORM SEWER DRAINAGE AREA MAP
C-704
BMP DRAINAGE AREA MAP
B-101
SOIL BORING LOCATION MAP
B-102
SOIL BORING LOGS
B-103
SOIL BORING LOGS
B-104
SOIL BORING LOGS
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LEGEND
3
4
GENERAL NOTES
Q
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5
A.
NEW ABBREVIATION
NF N SYMBOLS
ALIGN
ALIGNMENT
GRAVEL
ASPH
ASPHALT
CONCRETE
AT/FP
ANTI-TERRORISM/FORCE PROTECTION
x
HEAVY DUTY CONCRETE
BLDG
BUILDING
177
CONCRETE PAVEMENT
BIO
BIORETENTIQN
HEAVY DUTY ASPHALT
C
CHILLER
LIGHT DUTY ASPHALT
CAC
COMPOUND ACCESS CONTROL
r"
GRASS PAVERS
C/L
CENTERLINE
_, S
SANITARY SEWER
CO
CLEANOUT
-- W
WATER LINE
COL
COLUMN
E
UNDERGROUND ELECTRICAL LINE
CONIC
CONCRETE
OE
OVERHEAD ELECTRICAL LINE
COR
CORNER
T
UNDERGROUND TELECOM LINE
CORP
CORPORATION
=
STORM SEWER
E
FASTING COORDINATE
20
CONTOUR
EC
EDGE OF CONCRETE, ELECTRICAL CABINET
- - --
LIMITS OF CONSTRUCTION
EHH
ELECTRICAL HANDHOLE
TREE LINE
ELEV
ELEVATION
INDICATES ITEM TO BE REMOVED
EP
EDGE OF PAVEMENT
AREA OF CLEAR AND GRUB
--x x
CHAIN LINK SECURITY FENCE
EMH
2
ELECTRICAL MANHOLE
M50 RATED SECURITY FENCE
ES
END -SECTION, ELECTRICAL SWITCH
WITH BRICK POST
FDC
FIRE DEPARTMENT CONNECTION
M50 RATED SECURITY FENCE
FEV
FUEL EFFICIENT VEHICLE
FIRE HYDRANT
FF
FINISH FLOOR
4
YARD HYDRANT
FH
FIRE HYDRANT
GATE VALVE
GEN
GENERATOR
TEE
GV
GATE VALVE
BEND
HC
HANDICAP
D
REDUCER
HD
HEAVY DUTY
.
CORPORATION STOP
HP
HEAT PUMP, HIGH POINT
[l
GRATE INLET
INV
INVERT
MANHOLE
L
LENGTH
ENDSECTION
LF
LINEAR FEET
ENDWALL
LP
LOW POINT
INDICATES HANDICAP PARKING
MH
MANHOLE
y
POLE LIGHT
N
NORTHING COORDINATE
r
BOLLARD LIGHT
NIC
NOT IN CONTRACT
WALL LIGHT
PC
POINT OF CURVATURE
— �-
SOIL TEST BORING LOCATION
PI
POINT OF INTERSECTION
APPROXIMATE FIELD DCP
POT
POINT ON TANGENT
CBR TEST LOCATION
El
TRANSFORMER PAD
PT
POINT OF TANGENCY, POINT
BEN
GENERATOR PAD
PV
PHOTOVOLTAIC
HF'0
HEAT PUMP PAD
PVC
POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE
CHILLER PAD
PPVC
PERFORATED POLYVINYL CHLORIDE
0
PVT
POINT OF VERTICAL TANGENCY
RfP RAP
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
RED
REDUCER
SAN
SANITARY
T
TANGENT, TELECOM
TBM
TEMPORARY BENCH MARK
THH
TELECOM HANDHOLE
TMH
TELECOM MANHOLE
TR
TRANSFORMER
TW
TOP OF WALL
TYP
TYPICAL
USDOS
UNITED STATES DEPARTMENT OF STATE
11
2
XISTING SYM
EOHW
W
ESAN
EE
ET
EXISTING OVERHEAD WIRE
WATER LINE
EXISTING SANITARY
EXISTING ELECTRIC
EXISTING TELEPHONE
TREE LINE
EDGE PAVEMENT
C/L DITCH
WETLANDS
UTiLITY POLE
TELEPHONE MANHOLE
SANITARY MANHOLE
WATER VALVE
HYDRANT
SIGN
HEADWALL
TELEPHONE PEDESTAL
HANDICAP PARKING
TRAFE C ARROWS
TREE
CONCRETE PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
EXISTING
ABBREVIATIONS
AC
AIR CONDITION
CO
CLEANOUT
CONC
CONC ETE
DSKF
DISC =
DYL
DASHED YELLOW LINE
ELEC
ELECTRIC
EOHW
EXIST �0 OVERHEAD WIRE
ES
EXIST \1G STORM
ESAN
EXIST NG SANITARY
FFE
FINIS- FLOOR ELEVATION
INV
INVERT
MPH
MILE`; PER HOUR
R
RIM
S
SEWER
SWL
SOLIF WHITE LINE
T
TELE--OM
TPED
PEED-STAL
(TYP)
TYP ,AL
UP
UTIL -Y POLE
W/
WiTE
WM
WAT= R METER
WV
WA7E R VALVE
YDI
YAR) DROP INLET
I
0
CONTRACTOR TO VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. N
2. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
u`-s
(z)
00
4
n
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ON THESE DRAWINGS IS APPROXIMATE ONLY, AND REQUIRES CONFIRMATION BY THE
CONTRACTOR. WHERE A NEW UTILITY LINE CROSSES AN EXISTING UTILITY, THE CONTRACTOR
SHALL DETERMINE BY EXCAVATION OR TEST PITS, THE EXACT LOCATION AND ELEVATION OF
THE EXISTING UTILITY.
3. DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF EXISTING UTILITIES
Z
Q
ml
BY MISS UTILITY TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE
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PERFORMED AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION. DISCREPANCIES ARE TO
Z
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BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER. REDESIGN AND APPROVAL SHALL BE
LO
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OBTAINED IF REQUIRED.CD
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4. MAXIMUM PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE.
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PROPOSED STRUCTURE TOP ELEVATIONS, INCLUDING VALVE BOX COVERS, ARE TO BE VERIFIED
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FINISHED GRADE ELEVATIONS MAY BE REQUIRED. TOPS IN PAVEMENT SHALL BE SET FLUSH WITH
AND SHALL SLOPE WITH FINISH GRADE,
5. EXISTING CONCRETE CONSTRUCTION SHALL BE REMOVED TO THE NEAREST JOINT. NEW CONSTRUCTION
SHALL BE PROVIDED AS SHOWN AND DAMAGED AREA SHALL BE REPAIRED TO MATCH CONDITIONS
PRIOR TO CONSTRUCTION.-
6. DAMAGE TO EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT DISTURBED
BY THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED
TO THE SATISFACTION OF THE CONTRACTING OFFICER
W
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7. MAKE A SMOOTH TRANSITION TO EXISTING WALK OR PAVEMENT.
8. PROVIDE GRADING THAT WILL ASSURE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER. ,,."''iiYSYII'fli'f,
9. PRIOR TO BEGINNING CONSTRUCTION, VERIFY FROM THE DRAWINGS, DIMENSIONS, DETAILS AND
TREATMENTS FOR THE PROPOSED WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL IMPACT -
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. _03W=
f ` 09/04/ 14
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10. REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REPLACE SIGNS THAT ARE-��9,.,..•..•�,
STILL PERTINENT TO THE SITE. SIGNS THAT ARE NOT IDENTIFIED AS BEING REPLACED SHALL BE fr���Trr11�,0,�t�``
RETURNED TO THE CONTRACTING OFFICER. SEAL
11. PROVIDE WATER MAINS WITH A MINIMUM OF 3.5 FEET OF COVER TO FINISH GRADE.
12. AREAS, ON OR OFF THE SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT `►
PAVED OR BUILT UPON SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.
THE MINIMUM ACCEPTABLE STABILIZATION SHALL r'ONSIST OF PERMANENT GRASS. SLOPES 4=1 AND
GREATER SHALL BE STABILIZED IN A MANNER APPROVED BY THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL AND NATURAL RESOURCES. H&
13. SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD). AE LOGO
APPROVED
GAS UTILITY NOTES FOR COMI ANDER NAVFAC
ACTMTY
1. THE NATURAL GAS WILL BE SUPPLIED AND INSTALLED, INCLUDING VALVES AND OTHER COMPONENTS, BY
PIEDMONT NATURAL GAS.
SATISFACTORY TO DArE
2. GAS LOCATION SHOWN ON CONSTRUCTION DRAWINGS IS FOR REFERENCE ONLY. PIEDMONT NATURAL GAS DES CW JORW Y•M ICHK WAG
WILL DETERMINE EXACT GAS LINE LOCATION. PM/DM
BRANCH MANAGER
3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE GAS DISTRIBUTION FROM METER CHIEF ENG/ARCH
TO BUILDINGS. FIRE PROTECTION
4. LOCAL GAS UTILITY CONTACT IS, 2 2 z W
PIEDMONT NATURAL GAS o
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111 CORPORATE LANE J z z
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NEW BERN, N.C. 28562
WILL SILVER Ld E'J W I J
OFFICE 252-639-7226 0 z o Q
FAX [phone] w Q; Q z w
MOBILE [phone] O o
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5. ANY GAS CONNECTION THAT CROSS MCHUGH BOULEVARD OR CROSS STREET SHALL BE BORED. O Z Q �
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SURVEY NOTES z 00
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1. THE EXISTING TOPOGRAPHY AND EXISTING FEATURES ARE BASED UPON AN ACTUAL FIELD SURVEY w J W
PERFORMED BY VANASSE HANGEN BRUSTLIN, INC. BETWEEN NOVEMBER, 2008 AND APRIL, 2009. W
2. HORIZONTAL DATUM IS BASED ON NAD83. U z t
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3. TOPOGRAPHY ELEVATIONS ARE BASED ON NADV88. Q J UCH
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NSTR. CONTR, NO
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SHEET 29 aF 518
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DRAWFORM REVISION: 6 AVG 2007
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NOTE
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NOTES,
1. RIPRAP TO BE LINED WITH
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170
C
0
0
w
v
FINISH GRADE
9
v
v
CONCRETE (TYP.)
L
J i
MIN.
SINGLE SWING Cl
r'l r In r- r% T !1 I A A I S A T I"
NO SCALE
SECURITY FENCE NOTES
1. ALL PERMANENT STEEL COMPONENTS IN THIS FENCING SYSTEM SHALL BE
HOTDIP GALVANIZED.
2. ANY COMPONENTS THAT HAVE HAD THIS PROTECTIVE BARRIER DESTROYED
BY CUTTING, BENDING, THREADING, WELDING, ETC. SHALL BE RESTORED
ACCORDING TO NOTES 3 AND 4.
3. GALVANIC RESTORATION SHALL BE ACCOMPLISHED BY THE APPLICATION OF
A ZINC RICH PRIMER SUCH AS "CLEARCO ZINC RICH PRIMER" AS
MANUFACTURED BY:
CLEARCO PRODUCTS CO.
3430 G. PROGRESS DRIVE
BENSALEM PA.19020
OR APPROVED EQUAL.
4. PRIMER SHALL BE APPLIED BEFORE ANY RUST BLOOM APPEARS. ANY AREAS
DISPLAYING RUST SHALL BE CLEANED BY POWER GRINDING, BRUSHING OR
ABRASIVE BLASTING AS REQUIRED TO MEET MANUFACTURERS REQUIREMENTS.
12„ LEGEND AND BORDER -
_ � GREEN, WHITE SYMBOL
B
ON BLUE BACKGROUND,
RESERVED BACKGROUND - WHITE
PARKING TYPICAL AT ALL HANDICAP
ao SPACES
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE"
ACCESSIBLE PARKING SPACES
0 PENALTY
oFn t100-S500 FINE
:2 0 TOW -AWAY ZONE
bi
"U" CHANNEL POST
oa (3 LBS./FT.
mLij
� 4" DIA. STEEL PIPE BOLLARD
PAINTED OSHA YELLOW
� Lij FILLED WITH CONCRETE
o�
� n� 4000 PSI
CONCRETE
J - IA o Q o
a
I-(N
III—III=1 I I=1 III —III—I I !—ITI—III=1
' I —I I —I i t—III=1 —I i t=1 I I—III—f I —I I I_
z
A III =III II II III II �I
ICI ICI—�I �li� �
1'-6"
ONE AT EACH HANDICAP SPACE.
WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY,
THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
HANDICAP PARKING SIGN Al
NO SCALE
FINISH
GRADE POST W/
TUBULAR
p POST TOP
TENSION
HOG ° WIRE
TERMINAL POST RING o LINE POST
CONCRETE FOOTING ;n (TYP) CONCRETE _
p ° FOOTING
10"
15"
NOTES
1. KNUCKLE CHAIN LINK FABRIC TOP AND BOTTOM.
2. BRACE RAILS ARE TO BE IN CONJUNCTION W/CORNER POSTS.
3. BOTTOM RAIL: MAX. Y4" ABOVE GRADE ON PAVED SURFACE: MAX. 1" ABOVE GRADE
ON UNPAVED SURFACES.
4. ALL POSTS AND TUBES SHALL BE ALLIED TUBE AND CONDUIT SS-40.
5. BRACE RAIL AT TERMINAL POSTS, DEFLECTION POSTS AND GATE POSTS ONLY.
8' HIGH SECURITY FENCE C2
NO SCALE
1'-01. 1'-0"
LINE POST
LOCK PIN
(TYP.)
s
s � -
!`� c
BARBED
350 350 WIRE (TYP.)
PLAIN PIN
RIVETED FLUSH (TYP_)
YP.)
CORNER POST
BARBED WIRE FOR B3
SECURITY FENCE
NO SCALE
TOP OF REINFORCING
BAR FLUSH WITH TOP
OF CONCRETE
3000 PSI
CONCRETE
%" DIA.
II 2 •4 BARS
II CONTINUOUS
U
PARKING BLOCK A2
NO SCALE
1 2
TC FL
�. 6„
\9FIN
0
2'-5„
EP
2" MAX ABOVE -
TOP RAIL
TOP RAIL _
:XXXX M
PULL
BAR
CENTER a
STOP GATE POST
CONCRETE
FOOTING in
2" O.D. GALVANIZED (TYP) p
STEEL PIPE FRAME
GATE
18' `
NOTES
1. KNUCKLE TOP AND BOTTOM OF CHAIN LINK FABRIC.
2. FABRIC SHALL BE FLUSH WITH TOP RAIL OF GATE
3. ALL POSTS AND TUBES SHALL BE ALLIED TUBE AND CONDUIT SS-40.
4. INSTALL (1) PAIR GATE HOLD -BACKS IN 8" CONCRETE FOOTING.
14' WIDE DOUBLE SWING GATE C4
FOR A 8' HIGH FENCE
NO SCALE
A D b p p D D
3'-0"
THIS DETAIL DOES NOT APPLY TO THE
INTERIOR PERIMETER OF THE WASH STATION
3' CONCRETE CURB A3
AND GUTTER
NO SCALE
5
CAP ICL
x
Q
4
N N N
6" DIA. X 0.28' X 7'-0" LONG
N Ui) UD O
STEEL PIPE FILLED W/CONC. o o
(PAINTED YELLOW)
ASPHALT PAVEMENT
1%11 O.D. o
MIDDLE RAIL J a
a a
W
9 GUAGE CHAIN : ° : ° o Z
LINK FABRIC �.° 2" SAND CUSHION
2" MESH
O s • a ° m
B08TTOM RAIL z ° .' ° 24" DIA. CONC.
FOOTING
M �/2" STEEL ROD X 12"
=° LONG (ATTACHED TO
° °.• POST)
12" 12"
NOTE;
FOR BOLLARDS LABELED "DECORATIVE USDOS CERTIFIED
K-12 BOLLARD", CONTRACTOR SHALL SUBMIT
SPECIFICTIONS TO CONTRACTING OFFICER OF
DECORATIVE BOLLARD SELECTED FOR APPROVAL
PRIOR TO INSTALLATION 4```Y`,;s�t;tti;�lpumrr„rrrrff
CMO
BOLLARD DETAIL C5-r
SSjp -,,
NO SCALE
03M87
. 09/04/ 14
T C F L E P-''•��,T
� tFF f{nrirrrriuHl�u�tt4t�
\fit I Cn f n. ^I. I SEAL
4" CONCRETE
PAVEMENT
GRASS
SIDEWALK OR ASPHALT o
0 0 00 °0 0a o 0°00 °°° oo -
ao ° a 0 00 00 0° 0 0 a 0 °° Q0 00 0°
0000p00 00000 Oo0a00�}pOo do°(�°C�Q�0000p00
0°o °�0
00 $O�o°�o°0 °W00 °°Q°°' °°o0 c0 °CbaOo
CV o0 000 0O0 00'0
OoQO 00 0 00 a
3'
a 12" AGGREGATE BASE MATERIAL
r� NCDOT TYPE "A"
CONCRETE B4
PAVEMENT SECTION
NO SCALE
-j SIDEWALK
SEE PLANS
000000000000000
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000000000000000
000000000000000
000000000000000
000000000000000
000000000000000
000000000000000
000000000000000
000000000000000
,W;1141\►/l��i�l
2'-6"
THIS DETAIL DOES NOT APPLY TO THE
INTERIOR PERIMETER OF THE WASH STATION
H&
AE LOGO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
2'-6" CONCRETE CURB B5
SATISFACTORY TO DATE
AND GUTTER
DES CDH
DRW HAE
I CHK WAC
PW/DM
BRANCH MANAGER
NO SCALE
CHIEF ENG/ARCH
FIRE PROTECTION
z z
rr
U w
z
o
J
z Z
z
`' m
,
w
Z
LEI I
W
Z❑z
_p
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O
QU
'n
U
(n
�9
0� 0
0INNIN-
a0Z
Q
EDGE OF U L.L Q �__
PAVEMENT Z U LLJ
1.6"-2.4"
C-C 50%-65% OF BASE:.
F,,
TRUNCATED DIAMETER FOR -
NU O O + DOME P TOP DIAMETER
O o
0 0 0 0
0 0 0
BASE
� —z DIAMETER
o
ENLARGED PARTIAL TRUNCATED
NNIN
PLAN VIEW DOME
DETECTABLE
WARNING DETAIL A4
NO SCALE
I
3
.
i _' :'`� i}• i.• +' '�:'y
�� ti, �i.�I �•Yi�,.1
:y i..� a� ip
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I
-
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e:y
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+ it
.
.!
.'�
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LLIL..l
16■
4
CONCRETE CURB —�
AND GUTTER Z ❑ z w
I.0 WLu
n
z
I 0 Q
z ❑ O
lFR Lu J U
,oq� W
PAVEMENTJ_J� ' � . . . . . W � J
U
3 kk '10 FO 0
peel of z J U C3
.......�.�r oz� M0
Z c '" Z
LLJ EL
Z '
co
CURB TO PAVEMENT A5 Q ~ c w o_
ID a �-
SCALE: AS DOTED
TRANSITION
IECE�E EPROJECT NO. 798515
NO SCALE CONSTR, CONTR. NO.
JLf 0 4 21GIA NAVFAC DRAWING NO.
12568842
BY• SHEET 45 OF 518
C-501
5 DRAWFORM REVISION: 6 AUG 2007

3/4"
1/8" R 1/4" ± 1/16"
Co
Pro
SILICONE PREFORMED EXSPANSION
SEALANT JOINT MATERIAL
EXPANSION
D D1
JOINT DETAIL
NO SCALE
SILICONE
JOINT
SEALANT
1/211
00 1„
1/2" DIA SECOND
ROCKER SAWCUT
FIRST
SAWCUT
SAWED JOINT n
2 1 3
EXPANSION JOINT @ 30' CONTRACTION JOINTS
MAX. CENTERS. TYP. @ 0 INTERVALS EQUAL TO �2„ PREMOLDED
EACH WALK SIDEWALK WIDTH OR ISOLATION JOINT
10' MAX. CENTERS
1L T D1
18"
C-502
1.,, A A I ISOLATION JOINT
rLH�y
WIDTH VARIES -SEE PLANS FINISH
2" NCDOT 1-19.06 —
ASPHALT CONCRETE
2" NCDOT S-9.5A-
ASPHALT CONCRETE
>�°moo°acPo boo°�a°ooa°oo°o °-6" AGGREGATE
BASE IAL
NCDOT N TYPATERE "A"
\_8" STIFF NATURAL SUBGRADE OR SELECT
SUBBASE COMPACTED 95X
LIGHT DUTY ASPHALT D4
MA\/rRA1—A1T C�1�nT1r1A1
DETAIL 4 CONC.
GRADE N �OOOF 1-/`'1V CIVIGIV 1
NO SCALE
NO SCALE -max rx-Tx X7- 2 x-3 X
KbI :77
C-502 2" WWF�, NCDOT TYPE "A"
EGATE ASE MATERIAL
Kb1 4 SAND
�/2 " EXPANSION COMPACTED 3" NCDOT 1-19.OB
n JOINT FILLER �C-5502 FLAT WELDED WIRE FABRIC SUBGRADE CONTRACTION JOINT ASPHALT CONCRETE
6x6-w2.9 x w2.9 2" NCDOT SM-9.513
' • °............ ASPHALT CONCRETE
° EXIST CONCRETE SECTION
OPTION I - SAWED JOINT . ° ° e --..,STRUCTURE
WWF-6 X 6-
W4 X W4 DETAILS OF CONCRETE WALK nC3
/4" MAX. RADIUS ISOLATION JOINT TYPE 2
& SILICONE JOINT WWF D 1 NO SCALE
\ \
SEALANT 2" C-502 12" STIFF NATURAL
e n e. 6. e• a � e 4 SUBGRADE OR SELECT
: ° _ fl . ° ° A • : ° a n n CONCRETE SAND SUBBASE COMPACTED
INTERLOCKING (CLEAN, SHARP SAND) HEAVY bUTY ASPHALT C4
GRASSPAVER
OPTION 2 - HAND -FORMED JOINT % " EXPANSION %a" X 8" SMOOTH DOWEL SYSTEM HYDROGROW MIX
JOINT FILLER Q 12" OC ONE SIDE BELOW PAVERS PAVEMENT SECTION
C LUBRICATED AND EXPANSION CAP
u II,I NO SCALE
ISOLATION JOINT TYPE 3 oog�� g� CONCRETE SIDEWALK/
00
q� $o p� ASPHALT PAVEMENT
WWF _ ° COMPACTED SANDY
n o
PREMOLDED FILLER 2„ iv//�/j/' GRAVEL BASE
FLUSH WITH SURFACE
1/4" IMPERMEABLE PLATE
e a e 61 a OR LINER AT CONCRETE
SIDEWALK LOCATIONS
' EXTENDS 12"
WWF Dry BELOW BASE
GG %4" X 8" SMOOTH DOWEL COURSE
OPTION 3 - PREMOLDED FILLER JOINT 9 12 OC ONE SIDE COMPACTED SUBGRADE 95X
C-502 LUBRICATED AND EXPANSION CAP MODIFIED PROCTOR DENSITY
CONTROL JOINTS CONSTRUCTION JOINT GRASS PAVERS C2
B
AT DUMPSTER APPROACH PAD
No
SCALE
JOINT TYPE 1
JOINT TYPE 4
NOTES:
1. GRASS PAVER
SYSTEM SHALL BE DESIGNED AND
INSTALLED TO
MEET H2O LOAD
RATING
2. GRASS PAVER
SYSTEM SHALL BE GRASSPAVER
2 OR PRESTO
DETAILS OF CONCRETE
PAVING C�
NO SCALE
NYLON GUIDE
TRUCK
ROLLER W/OHH
i
5/z
ALUM TRACK/
ASSEMBLY
(TYP)
BEARING
FRAME MEMBER
10' APPROACH PAD DUMPSTER
PAD
U
O 0
PdDO O
D
o
UPPER GUIDE
1/2" PREMOLDED
v
RLLER
EXP. JT. C-502
F
TOP TRACK/FRAME
ILI 11 It
AOSFMRI Y
2" CLR. 04 @ 12" E.W.
-
(TYP.)
P
a ry
i U a lalG 1� r!<!��. COMPACTED c�
v 8-1SUBGRADE: a
O 6" 21A AGGREGATE
0
DUMPSTER PAD 131
NO SCALE
'W ASPHALT
kVEMENT
EXIST SAW CUT
PAVEMENT PAVEMENT
TYPICAL METHOD OF TYING NEW Al
rI A■ I I— 11 A P K I'T T r1 i- \/ I^ -I A I n M A 1/ Ir R A r All T
NO SCALE
MEMBER OF GATE
FRAME
TRUCK
BRACKET
(TYP)
ELEVATION
UPPER & LOWER GUIDE ROLLER ASSEMBLY(S)
ATTACHED TO POST
2
o U-BOLT
U-BOLT
c
OC
3WER GUIDE
DLLER ASS'Y
END VIEW
UPPER & LOWER GUIDE ROLLER
ASSEMBLY(S) ATTACHED TO POST
& GATE
GRASS
GATE ELEVATION - (3) BAYS SHOWN
CANTILEVERED -SLIDING GATE A3
NO SCALE
3
a��`�i:1 � lalES �i�1L _,�.�. «_ r-4 �."i'-'-+sli.. �� ti 'LS -i.: f.3..i1 L1 a. �4 s�.i:i3-s -A LE
6" PORTLAND
CEMENT CONCRETE
6" AGGREGATE BASE MATERIAL
NCDOT TYPE "A"
6x6 w2.1xW2.1 WWF
\-8" STIFF NATURAL
SUBGRADE OR SELECT
SUBBASE COMPACTED
95X
HEAVY DUTY CONCRETE D5
FAVEMENT SECTION
NO SCALE
4" POROUS CONCRETE
PAVEMENT
SIDEWALK
W
0
Z
0
a
~D
-
a
V
W
'
0
y o0 0°° D oo O p O°Oo oo�ooao0 0,..p°00� o �000
OoOQoo°O oo°O° Oo0°oOpOoOOo°oV OoOo°o0oo0
(�J ,Y o o ° 0 0 00 BOO o 0 00 °°0 0o QO o 0 0° °
3 � ``r �ti�i11th1lp lu ail uer�t�� `�`�r
0 12" •57 STONE Y'
t� V •- y7V 10 -•�/
�yV
PERMEABLE CONCRETE C5 = ,
so 010/04/ 14 �.
PAVEMENT SECTION fo �..,-
'. �: ,� C
NO SCALE `�
lj�if,JJ 'fill I lihtl7l��4���
SEAL
H&k
AE LOGO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DES CDH DRW NAE CHK WAG
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
o ¢ X
Mz E3 U W
Of z
� � J
Y Z z
o
A_A z 0 o
Of 2E Li l
_
o
W
Lil I I F-
z
❑ Z E>_ Q
w¢oz
(nZ� oC0
W
Q
00Z aQ
a 0 zU
Q z Z J
z w �� <
Z �� o
Z ❑o
F-
LUcr) J V v,
W of
J z W
o�
Q� zU(D
z J
WQ LI_jr0
LL J
~Q� Jc�O
'�Z�
� � z
T z
z
W 0
<.J U�r�
� U
0°
0- U W
Ld o 2E ME
�--
SCALE: AS NOTED
EPROJECT NO. 796515
F{ V F CONSTR. CONTR. NO.
SE(� NAVFAC DRAWING NO.
r 12568843
SHEET 46 of 518
6Y:
C-502
DRAWFORM REVISION: 6 AUG 2007
101
WE

■
® TOP OF BERM ELEV.
OTOP OF,
WEIR
/
CLASS 1 GROUTED RIPRAP LINED
WITH FILTER FABRIC
�O?
TIE TO EXISTING
TOP OF BERM
ELEV - 19.50
TEMPORARY WATER
SURFACE ELEV/
TOP OF BIO.18.75 t
0
CLASS 1 GROUTED RIPRAP LINED
WITH FILTER FABRIC
TIE TO EXISTING
1
2
TOP WIDTH•3' SEDIMENT CHAMBER
TOP WIDTH-6' AND FILTER LENGTH
SAND FILTER WIDTH (W) SEDIISEDIMENTCHAMBER
WIDTH
TOP OFG SEDiMENTO
RIPRAP CHAMBER
TEMPORARY WATERO WEIR TOP ELEV I
12" (TYP) SURFACE ELEV 12" (TYP)
MED--\
IA TO
�o ELEV o 0
SE D I M E N T
iyT r�i�r ri r r T `�`` CLASS 1 RIPRAP 12 SEDIMENT CHAMBER
�� r y` LINED WITH STORAGE BOEVOM
o FILTER FABRIC
QSAND FILTER Al A3
MEDIA BOTTOM
ELEV C-506 A C-506
3' MIN. IMPERVIOUS CLAY CORE
COMPACTED TO 95% ASTM 0-698
NOTE:
ACTUAL DEPTH (DI, D2) AND DIMENSIONS OF
IMPERVIOUS CLAY CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
SAND FI ITLER BASINS 1, 3-6
D1
CROSS SECTION
NO SCALE
TOP WIDTH=6' QIQ LENgTH-235.00
I WID H-1 .40
TEMPORARY WATER
' SURFACE ELEV/
TOP OF BIO-18.75
12
BIO BOTTOM
ELEV-18.00
3' MIN.
CV
a
PLANTING MIX
`-- IMPERVIOUS CLAY CORE
COMPACTED TO 95% ASTM D-698
NOTE:
ACTUAL DEPTH (D1, D2) AND
DIMENSIONS OF IMPERVIOUS CLAY
CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
BIORETENTION BASINS 2
B
61
CROSS SECTION
NO SCALE
rA5
SIDE SLOPE
SHALL BE C-611
SAND FILTER
SOD
MEDIA TOP
ELEV. 00 z
TEMPORARY WATER
N°°�
SURFACE ELEV.
SIDE SLOPE /�
A5
SHALL BE
SOD C-611
HED oo r�
WAAN
PROPER GEOTEX 351 OR
SAND FILTER
D
QSMEDIA BOTTOM CHOKING
EQUIVALENT NONWOVEN
GEOTEXTILE. NO GEOTEXTILE
ELEV : _
°STONE
r
SHALL BE PLACED OVER
".
THE BOTTOM OF THE BASIN.
°° �o°Bo°8 0°�00
0 0�° ° oo°o °A� ° oo°oa°o:
FOR SAND FILTER 13 PROVIDE
O o 00 000 coo O
CLEAN, WASHED 0 0 00000 80 00 Oco°
00 0O0 0 o O
, 00 000 000go - Z °OC
AN IMPERMEABLE GEOMEMBRANE
IN TEAD OF GEOTEXTILE.
0
ASTM 0448 000 Oo°oo 0 o0Oo00pc o�.
O_00
Co 0 oa 00 �°oO�c
NO. 57 STONE 0 n o o o 0
0 0
--REFER TO GRADING
FOR SAND FILTE
AND DRAINAGE PLAN
A
13 PROVIDE 2" OF
FOR EXACT SIZE AND
UNCOMPACTED SUBRGRADE;SCARI Y
WASHED SAND THEN
NUMBER OF UNDERDRAINS
TOP 3" WITH TEETH OF EXCAVATOR/
AN IMPERMEABLE
BACKHOE BUCKET IMMEDIATELY PRIOR
GEOMEMBRANE
3
TO MATERIAL PLACEMENT - THIS IS
4"-8" PFOR,,ATE PI
-
NOT NECESSARY FOR BASIN 13 2" MIN. 0 BEDDING. THE
BEDDING
SHALL EXTEND AT
LEAST 4"
ON
EACH SIDE OF THE PIPE.
8" OF GRAVEL
(DEPTH-12")
3'-5' OF SOD
8" OF GRAVEL
(DEPTH - 12")
3' OF SOD
SEDIMTEFNT CHAMBERLENGTOP WIDTH 3'
SEDIMENT CHAMBER
WIDTH (W) TOP OF
DSEDIMENT IPRAP
CHAMBER WEIR
TOP ELEV 12" (TYP)
o
SEDIMENT
CHAMBER 12" SEDIMENT CLASS 1 RIPRAP
BOTTOM STORAGE LINED WITH
ELEV FILTER FABRIC
TOP WIDTH-3' SEDIMENT CHAMBER
AND FILTER LENGTH (L) LENGTH
SAND FILTERWIDTH W) SEDIMENT CHAMBER
TOP OF WIDTH (W)
RIPRAP CHAMB NTO
TEMPORARY WATERO WEIR TOP ELEV
SURFACE ELEV 12" (TYP) I
60
Qr, C)M D A TSAND OPER
rm� ELEV o 0
TEMPORARY WATER(W)
SURFACE ELEV
(OMED A TOP
FILTER
ELEV
QMED A BIOTTOM Al A3
ELEV C
yir r`rrr`rr` �r rrr� SEDIMENT
>1 \ r r`� CLASS 1 RIPRAP 12" SEDIMENT CHAMBER
LINED WITH STORAGE BOTTOM
FILTER FABRIC ELEV
GAMED A BOTTOM Al A3
ELEV C-506 C-506 -REFER TO GRADING PLAN ON
C-304 FOR EXACT SIDE SLOPES
SAND FILTER BASINS T8,10 13
C3
CROSS SECTION
NO SCALE
BASIN #
BASIN ELEVATIONS
SAND FILTER
DIMENSIONS (FT)
SEDIMENT CHAMBER
DIMENSIONS (FT)
(TEMPORARY
WATER
SURFACE
ELEV.)
(TOP
OF
BERM
ELEV}
(SAND
FILTER
MEDIA
TOP
ELEV)
(TOP OF
RIPRAP
WEIR
ELEV)
(SEDIMENT
CHAMBER
BOTTOM
ELEV)
(SEDIMENT
CHAMBER
TOP
ELEV)
(SAND
FILTER
MEDIA
BOTTOM
ELEV)
LENGTH (L)
WIDTH (W)
LENGTH (L)
WIDTH (W)
1
14.00
14.70
13.00
14.00
12.00
14.00
11.50
71.00
62.00
56.00
42.00
2
--SEE DETAIL 61 (THIS SHEET)
3
11.00
11.70
10.00
11.00
9.00
11.00
8.50
236.00
30.00
42.00
48.00
4
21.00
21.50
20.00
21.00
19.00
21.00
18.50
67.00
21.00
21.00&72.00
21.00
5
13.00
13.70
12.00
13.00
11.00
13.00
10.50
126.00
34.00
135.00
15.00
6
22.00
22.70
21.00
22.00
20.00
22.00
19.50
77.00
22.00
77.00
9.50
7
21.00
20.00
21.00
19.00
21.00
18.50
46.00
17.00
38.00
15.00
8
20.00
19.00
20.00
18.00
20.00
17.50
57.00
28.00
54.00
21.00
9
19.00
18.00
19.00
17.00
19.00
16.50
56.00
23.00
57.00&32.00
9.00
10
19.00
17.50
19.00
17.00
19.00
16.50
22.00
206.00
203.00
9.00
11
18.00
17.00
18.00
16.00
18.00
15.50
32.00
13,00
24.00&27.0
13.00&10.00
12
18.00
17.00
18.00
16.00
18.00
15.50
47.00
44.00
66.00&14.00
1 0
13
22.5
21.5
22.5
20.5
22.5
20.0
55.00
6.00
55.00
1 9.00
MATERIAL
SPECIFICATION
NOT S
WASHED SAND
ASTM C33 SAND
CHOKING STONE
ASTM C33 "8 OR •89 WASHED
LAY 4" CHOKING STONE BELOW WASHED SAND AND ABOVE
AGGREGATE
WASHED •57 STONE.
BASIN 2 WILL NOT HAVE THIS LAYER.
CRUSHED STONE
CRUSHED •57 STONE,
PLACE A MINIMUM OF 2" BELOW UNDERDRAfN
APPROXIMATELY Y4" STONE SIZE
UNDERDRAINS
SCHEDULE 40 OR SDR 35 SMOOTH
INSTALL UNDERDRAIN PIPE ABOVE THE OVER EXCAVATED
WALL PVC PIPE
LAYER. PLACE EACH UNDERDRAIN ON A 0.5X SLOPE
MINIMUM, LOCATED NO MORE THAN 10 FEET FROM THE
MIN 4 ROWS OF PERFORATIONS
NEXT PIPE. INSTALL T'S AND Y'S AS NEEDED.
SHALL BE PROVIDED AROUND
DIAMETER OF PIPE WITH 3/8" TO
PEFORATIONS AT 6 INCHES ON
CENTER
=
LATERAL SPACING NO GREATER 10'
CENTER TO CENER
5
SEDIMENT
CHAMBER
TOP WIDTH-3'-
LENGTH i
SEDIMENT
CHAMBER
TOP OF
�
WIDTH (W)
SEDIMENT
RIPRAP
WEIR
CHAMBER
TOP ELEV
12" (TYP)
r
�<
SEDIMENT
CLASS 1 RIPRAP 12" SEDIMENT CHAMBER
LINED WITH STORAGE BOTTOM
FILTER FABRIC ELEV
-506 C-506
SAND FITLER BASINS „9, 11 &12
CROSS SECTION D5
NO SCALE
TIPMEN :
i CDIO O O
a
0
ram.
© t�titi�ttlL►ut11u lUilrlfru
( Mrr�ri
sst
3'-5' OF GRASS 00/ W 4_
EACH SIDE OF ' �
rA_50� WEIR _�.:,
� BIORETENTION BASIN � �'O1(h11r..•�
o - ADJACENT TO '�•,, F ����`
GRAVEL (AS SHOWN
C-611 ON DETAIL D5 & B1 '�irkrrulln+t+�tttitit
THIS SHEET) SE'`
00
°0
��OFT s y y X11 y y o `\
0
8" OF GRAVEL EACH SIDE
41 OF BIORETENTION BASIN
41 VARIES y y y � (AS SHOWN ON DETAIL D5
.y y a 6 & B1 THIS SHEET)
At Lao
SyE
`41PLANTINGS
y v
PONDING AREA
9" DEPTH
PLANTINGS r rr DEPTH OF PLANTING MIX SHALL
BE 2' WHEN IN FILL SECTIONS
APPROVED
FOR COMMANDER NAVFAC
ACTMff
PERMEABLE GEOTEXTILE FILTER EXTEND PLANTINGS MIX TO
FABRIC (SURROUND PLANTING EXISTING GROUND.
SATISFACTORY TO DATE
MIX 4" FROM GROUND SURFACE)
DES cDH I DRw HAE
cHl( WAG
NOTE
PM/DM
BRANCH MANAGER
CONCRETE OUTLET STRUCTURES ARE SHOWN ON SHEET C-509
CHIEF ENG/ARCH
FIRE PROTECTION
U
INSTALLATION:
z w
J
1. THE PLANTING MIX SHOULD BE APPROXIMATELY 85Z SAND, 10% SILT OR TOPSOIL, AND 5%
o
Z
ORGANIC OR LEAF COMPOST, WITH AN INFILTRATION RATE OF 2.0 IN/HR. THE MAXIMUM CLAY CONTENT
z o
ca'
w O C
SHALL BE LESS THAN 10%. THE MINIMUM DEPTH OF THE PLANTING MIX SHALL BE 2-FEET FOR GRASS
BIORETENTION AREAS,
a z
w I
w - O
Z❑Z
QU
2. AN OVERFLOW WEIR (SPILLWAY) OR OUTLET STRUCTURE SYSTEM SHALL BE CONSTURCTED TO PASS
w z
ME
RUNOFF VOLUME$, GREATER THAN THE DESIGN STORM AWAY FROM THE BIORETENTION AREA.
Ln 2
u
O
INSPECTION AND MAINTENANCE:
j
2 z
2
O
J
1. REGULAR INSPECTION AND MAINTENANCE IS CRITICAL TO THE EFFECTIVE OPERATION OF BIORETENTION
"°
a U
�Q
z V
w
AREAS AS DESIGNED. MAINTENANCE RESPONSIBILITY OF THE BIORETENTION AREA SHALL BE VESTED
a 0
WITH A RESPONSIBLE AUTHORITY BY MEANS OF A LEGALLY BINDING AND ENFORCEABLE MAINTENANCE
AGREEMENT THAT IS EXECUTED AS A CONDITION PLAN
'a Z
Z
- Z
z
OF APPROVAL.
r
w
❑
2. THE SURFACE OF THE PONDING AREA MAY BECOME CLOGGED WITH FINE SEDIMENTS OVER TIME.
Lij
�
CORE AERATION OR CULTIVATING UNVEGETATED AREAS MAY BE REQUIRED TO ENSURE ADEQUATE
FILTRATION.
z
7n-
Q
<
❑O Q
OTHER REQUIRED MAINTENANCE INCLUDES BUT IS NOT LIMITED TO:
Lu
J C)
=>
1. PRUNING AND WEEDING TO MAINTAIN APPEARANCE SHALL -BE DONE PERIODICALLY AS NEEDED.
W
LU
J
SODDED AREAS SHALL BE REPLACED OR REPLENISHED 3-TO 4-INCHES THICK AS NEEDED.
TRASH AND DEBRIS SHALL BE REMOVED PERIODICALLY AS NEEDED.
J
Z W
jz
2. GRAVEL ADJACENT TO PARKING AREAS SHALL BE KEPT CLEAR OF DEBRIS AS IT IS INTENDED TO ACT
Q
O
AS AN ENERGY QISSIPATION DEVICE.
� J
U C3
O
�
wa
~ ¢
wT0
LLJ
BIORETENTION DETAIL A5
�-
a z z
_j
rz
NO 'SCALE
w 0
_
H U
IV'
7f:/
I
Ld
�
LLI
G
~
�1
CEP 0 4 h
Z
SCALE: AS NOTED
EPROJECT N0, 796515
BY'
CONSTR, CONTR, NO.
SAND FILTER BASINS SUBSURFACE
Al SAND FILTER MATERIAL SPECIFICATION nA3 NAVFAC DRAWING 6CROSS SECTION12568847
N SCALE �3 PARKING LOT EXPANSION SHEET 5o OF 518
0
1 2
�
5 �
r
.•.=is�
!W
T
i•3�:11L:i
.�_ r� �• . •', ���., ::: �Y , �. =. rs "' ..
,a Sr' �i� ui.z.L� .z3 ,s � �i-.�� : � � �i ����
.. r
_�i ia.r .. i:..u1III,i
C-506
5 DRAWFORM REVISION: 6 AUG 2007
B
A
11,

C
B
2
QI;Ni:RAL NOTES:
2" WCEP HOLES ir�0'� tt_Orr CLASS "B" CONCRETE TO BE USED THSOUGHOUT
Y-----� S,t 3" OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTER,. AS DIRECTED BY ENGXNSER.
i I TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGIN
I FORMS ARE. -TO -BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAE
x X IF REINFOnCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
I • I . ADD TO BASE AS SHOWN ON STANDARD 840.00.
�a
A STONE DRAIN CONSISTING OF 1 CUnIC FOOT OF NO. 717M STONE
L(E_
— - - -- - �"`- — , -- CONTAINED IN A BAG -OF POROUS FABRIC SHALL DE PLACED AT EACH
TI r WEEP THOLE.
a 1 ALL DTIOP INLETS OVER 3'-B" IN DEPTH TO BE PROVIDED WITH
STEPS V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH
COT I " STD. 940.66.
10-0/8 DIA. WELDED STUD �
Y ANCI'I01IS B" LONG (4" + 4" 1
PLAN
AN ANCHORS PIGGYBACK A 8'r) PLAN
WITH GRATE & FRAME R1:MOVED SHOWING POSITION OF BOLTS
4'-011 3i_Or,
3" 3 rr
311
STD. 840.16 FRAtIE
& GRATE
1/ //4 BAR
6 A B, B g1r o_ t,,rr DIA. X 8" L4. WIELDED x
PIGGYBACK .STUD ANCHORS '-
s
Dowd
:31:E NOTE SECTION X - X i}OWFL ifl
DIMENSIONS AND QUANTITIES IfOn
DROV INLET
DIMENSIONS
OF Box & PIPE
CUBIC YARDS
IN BOX
TOTAL
o wsrlrle�
�+■n
pEDUCTTON$ FOR
ONE PIPE
PIPE
SPAN
WIDTH
H6:SG}iT
D
A
D
Ei
FLOOR &
COPING
WALL I
FT. H
CU. YDS.
MIN. H
O,M.
R.O.
12"
31-0"
2,-On
11
1r43
0.FG2
--- -
0.222
0.065
0.015
0.024
15"
-"
3r.On
0.929
0.023
0.03U
—181'
3'_5"
1 .021
0.033
0T049
24"
4'--"
-7 -
1.151
0.059
0.OilG
301,
31-o,r
21_prr
4'-S11--
0.262
0.2.22.
1.207
0.092
0.127
01,iFNSION5 FOR CHANNELS
CHANNELS
N0.
SIZE
LEN(�'M
TOTAL L,F.
2
3"X4.1#
f3"X4.14
4 -O"
0,-0rl
2
2, 0"--
BASIN * TOP ELEV. OUTLET PIPE SIZE
7 21 15'.
de 20 18..
9 19 1 30'1
10 19 24"
11 18 301,
13 v v - 2 .5 15"
CONCRETE DROP INLET AND
SAND FILTER OUTLET STRUCTURE C2
NO SCALE
MANHOLE COVERS SHALL HAVE
"PROPERTY OF CLNC" AND
"CONFINE SPACE PERMIT REQUIRED"
STAMPED OR CAST INTO THEM
—STANDARD FRAME & COVER. PROVIDE
BOLTED FRAME AND COVER FOR ALL
MANHOLES WITHIN THE SECURED
PERIMETER. "MCGARD INTIMIDATOR"
OR APPROVED EQUAL
'jai
0
BE ECCENTRIC OR w 1
CONCENTRIC a _
> o
^r ► N
CAST IN z„ o
PLACE STEPS a- L ,
Iw
0' " a
511 4' - 011 5"
LIFT HOLE i
(TYP) � - RISER UNIT ' N b
ui
t:
TONGUE & GROOVE JOINT.
DESIGN BY FABRICATOR BASE UNIT
AND MUST MEET THE APPR. 1� a
OF THE ENGINEER. JOINTS CUT EX w '
ARE TO BE SEALED WITH cN 1 STORM Q
MORTAR OR 0-RING -
GASKETS. 411 1. WSTALPE � ,
Z MANHOLE
00
I.
21' BASE UNIT MAY 6X6-W5.5XW5.5
(TYP) BE MONOLITHIC WELDED WIRE FABRIC
5'-6" OR EQUIV. AREA
STORM MANHOLE DETAIL
NO SCALE
1
1" DIA. HOLES (OPTIONAL)
FOR NO. 4 DOWELS
CENTER TO BE 180°
AP AR T
TAPER UNIT MAY
HUB END ON OUTLE
END -SECTIONS
SPIGOTS END ON INL
END SECTIONS
A33__
B
3
END - SECTION DIMENSIONS
CONCRETE DROP INLET AND
SAND FILTER OUTLET STRUCTURE C2
NO SCALE
MANHOLE COVERS SHALL HAVE
"PROPERTY OF CLNC" AND
"CONFINE SPACE PERMIT REQUIRED"
STAMPED OR CAST INTO THEM
—STANDARD FRAME & COVER. PROVIDE
BOLTED FRAME AND COVER FOR ALL
MANHOLES WITHIN THE SECURED
PERIMETER. "MCGARD INTIMIDATOR"
OR APPROVED EQUAL
'jai
0
BE ECCENTRIC OR w 1
CONCENTRIC a _
> o
^r ► N
CAST IN z„ o
PLACE STEPS a- L ,
Iw
0' " a
511 4' - 011 5"
LIFT HOLE i
(TYP) � - RISER UNIT ' N b
ui
t:
TONGUE & GROOVE JOINT.
DESIGN BY FABRICATOR BASE UNIT
AND MUST MEET THE APPR. 1� a
OF THE ENGINEER. JOINTS CUT EX w '
ARE TO BE SEALED WITH cN 1 STORM Q
MORTAR OR 0-RING -
GASKETS. 411 1. WSTALPE � ,
Z MANHOLE
00
I.
21' BASE UNIT MAY 6X6-W5.5XW5.5
(TYP) BE MONOLITHIC WELDED WIRE FABRIC
5'-6" OR EQUIV. AREA
STORM MANHOLE DETAIL
NO SCALE
1
1" DIA. HOLES (OPTIONAL)
FOR NO. 4 DOWELS
CENTER TO BE 180°
AP AR T
TAPER UNIT MAY
HUB END ON OUTLE
END -SECTIONS
SPIGOTS END ON INL
END SECTIONS
A33__
B
3
END - SECTION DIMENSIONS
DIA
A
B
C
D
E
12"
41.
21-011
21-0"
4'-0"
2'-0.1
1511
6"
21- (,1
11-911
41-0"
21-611
181,
91,
21-311
11-911
41-011
1—Olt
24"
91/2'
3'-7"
2'-611
6'-1"
4'-O"
15"
1'-3"
5'-3"
1 2'-103/4"
1 8'-13/4"
6'-0"
T
A A
1 w
t
1
---------- .
ET
BAR OR STEEL
FABRIC REINF -
PLAN
C B
CONCRETE Tn
BE CLASS A'
a
ID
SECTION A -A END VIEW
TYPICAL FLARED END A3
C�r'Tlnnl _
NO SCALE
1, .I
PLAN
G G
DOWEL
OPTIONAL
CONSTRUCTION
JOINT
L
ELEVATION
DOWELS IN ENDWALL WITH
REINFORCED CONCRETE PIPE
LOC.
PIPE
DIA
SINGLE PIPE
15"
181,
24"
30"
36"
BARS
11x11
1.x..
..X.l
IIX11
1.x11
G
QTY.
2
2
3
3
4
M
QTY.
-
-
-
-
-
G
QTY.
2
2
3
3
4
TOTAL LBS.
9
9
T 14
14
19
5
PLACE GROVE OR
BELL END OF PIPE 9"
TO FACE OF WALL o
CONIC
PIPE
FOOTING (IF CONST.
JOINT IS USED) B
END ELEVATION
a?
NO. 4
BARS
12"
DOWEL
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
D
H
B
G
S
L
YD
15"
3'-3"
1'-8"
2'-9"
9%2"
5'-6"
0.7
18"
3'-7"
1'-10"
3'-2"
10"
6'-4"
1.0
24"
4'-2-
2'-1"
4'-0"
10"
8'-0"
1.5
3011
5'-0"
2'-611
4'-7"
11%2"
9'-211
2.3
3611
5'-8"
2'-811
5'-6"
12%2"
11'-0j1
3.4
CONCRETE ENDWALL FOR SINGLE C4
mI1'71- �1 11 \ /Cm_r
FINISHED
3 GRADE
15" THRU 48" PIPE
NO SCALE
4" PVC
FITTING
REDUCER/
ADAPTOR
CAP
r-- 12" (TYP.)
PLUG
PPVC UNDERDRAIN`
CLEANOUT A4
NO SCALE
2
�.
■ ■ 4 -1 r A • A.. Ae •U liil 1 Si y AL ';L i� �::t. .1i �►: L5/ :►. s• ! �_ .L.� mil_ - -- — s�1 i�i _
a
a
a
M
04
o
0
0
o
� z
o �
W Z D
� o �
4/7 U
� Z LUiI
Z
� � W
z
coo
m
c�
Z�z
Of
w az a
010IIIIIIIIANk Apft,
' AIO
`�1kol%j Ul l III o pf fltr/71t7����1�'i
C !r
038+187
09/04/ ! 4GINS
f'r�f `,,ffirfl rD f I l lclsttiti,}•4A\_,`\
SEAL
H&
AE LOGO
APPROVED
I FOR COMMANDER NAVFAC '
ACTIVITY
SATISFACTORY TO DATE
DES CDH
I DRW HAE
I CHK
WAG
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
o <X
z z
U W
Z
J
OLLJ
v
ZZ�
TOP
w
LLJ� 0
14" X 14"
ZLj
0
MIN. FINAL
GRADE
'
Z
I
Q U
I
z o
tn
L�4
"oC0
Jo=
�
U
O Q
HEAVY DUTY DRAINS
7
U
z U
CAST IRON BODY
FLASHING COLLAR W/
z —
` Z
DUCTILE IRON GRATE
SLOTTED
cl:
❑
W
Clo
SEDIMENT BUCKET
W
Q
ROUND TOP 101, PVC
VANDAL PROOF DOME GRATE
z
Q
LLJ
o
Z
❑o
W
J
ck:�
w
W
OJ
cn W
cn
z
U
0�
12" X 10" TEE
Q J
z
z
w Q
LLJ T O
YARD INLET
='
2-co
' TO
0
NO SCALE AS
o Z
Z J
_ r Z
CD
w 0-1
z
U W
"
ALE. AS NOTED
ADDED M AN H 0 WD
ROJECT NO. 796515
NSTR, CONTR. NO.
CLEANOUT DE
NAVFAC DRAWING NO.
& BASIN 1.3 I N L
12568850
SHEET 53 OF 518
C-509
- r DRAWFORM REVISION: 6 AUG 2007
101
1
A

C

2 4 5
r
DI
CI
11
a
p'
` h 1 gild
MARINE CORPS BASE
CAMP LEJEU-NE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND � MID-ATLANTIC
VICINITY MAP - NOT TO SCALE
95�
FAYETTEVILLE
PROJECT SITE
ATLANTIC OCEAN
LMINGTON
PLAN
NORTH
SHEET
INDEX
SHEET NUMBER
DESCRIPTION
T1
TITLE SHEET
C-001
LEGEND AND GENERAL NOTES
C-002
KEY MAP
CD101
EXISTING CONDITIONS &ND DEMOLITION
CD102
EXISTING CONDITIONS AND DEMOLITION
CD103
EXISTING CONDITIONS -AND DEMOLITION
CD104
EXISTING CONDITIONS --AND DEMOLITION
C-101
DIMENSIONAL LAYOUT CLAN
C-102
DIMENSIONAL LAYOUT PLAN
C-103
DIMENSIONAL LAYOUT PLAN
C-104
DIMENSIONAL LAYOUT PLAN
C-201
UTILITY PLAN
C-202
UTILITY PLAN
C-203
UTILITY PLAN
C-204
UTILITY PLAN
C-301
GRADING AND DRAINAGE PLAN
C-302
GRADING AND DRAINAGE PLAN
C-303
GRADING AND DRAINAGE PLAN
C-304
GRADING AND DRAINAGE PLAN
C-305
SPOT ELEVATIONS
C-306
SPOT ELEVATIONS
C-307
SPOT ELEVATIONS
C-308
SPOT ELEVATIONS
C-309
STORM SEWER STRUCTURE COORDINATES
C-401
ROAD PROFILE
C-402
SANITARY SEWER PROFILES
C-403
SANITARY SEWER PROFILES
C-404
STORM SEWER PROFILES
C-405
STORM SEWER PROFILES
C-406
STORM SEWER PROFILES
C-407
STORM SEWER PROFILES
C-408
STORM SEWER PROFILES
C-501
SITE DETAILS
C-502
SITE DETAILS
C-503
WASH STATION DETAILS
C-504
WASH STATION DETALS
C-505
WASH STATION DETALS
C-506
STORM WATER MANAGEMENT DETAILS
C-507
UTILITY DETAILS
C-508
UTILITY DETAILS
C-509
STORM DETAILS
C-601
EROSION AND SEDIMENT CONTROL PLAN -PHASE
C-602
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-603
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-604
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-605
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-606
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-607
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-608
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-609
EROSION AND SEDIMENT CONTROL NOTES
C-610
EROSION AND SEDIMENT CONTROL NOTES
C-611
EROSION AND SEDIMENT CONTROL DETAILS
C-612
EROSION AND SEDIMENT CONTROL DETAILS
C-701
PRE DEVELOPED DRAINAGE AREA MAP
C-702
POST DEVELOPED DRAINAGE AREA MAP
C-703
STORM SEWER DRAINAGE AREA MAP
C-704
BMP DRAINAGE AREA MAP
B-101
SOIL BORING LOCATION MAP
B-102
SOIL BORING LOGS
B-103
SOIL BORING LOGS
B-104
SOIL BORING LOGS
VICINITY MAP NOT TO SCALE
4 _ rC-24
O
MCB CAMPI`
LEJEUNE \ '
z
z
A
0
b
PROJECT m
SITE m
d
a`s
05S
a _Q
PLAN `
y >rf
NORTH
Q
APPROVED
NORTHI ENVIRONMENTAL
M�,r�,�.
L %w t �"'�I, fI ��AIssloN
DI'I t-, vrl, WWER QUALITY
C4N '7/ft l�►3
a
a
a
a
0
z
0
a
Ix
U
to
Ld
I
L
.1v�A
03W7
rrurru��Imtluttt�u
SEAL
H&k
AE LOGO
APPROVED
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ACTn Y
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EPROJECT NO. 796515
CONSTR. CONTR. NO.
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SHEET #### OF 518
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NEW SYMBOLS
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S
W
E
OE
T
20
X X
\\ A
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LEGEND
NEW ABBR
VIATl0NS
ALIGN
ALIGNMENT
EXISTING SYMBOLS
GRAVEL
ASPH
ASPHALT
EOHW
EXISTING OVERHEAD WIRE
CONCRETE
AT/FP
ANTI-TERRORISM/FORCE PROTECTION
W
WATER LINE
HEAVY DUTY CONCRETE
BLDG
BUILDING
ESAN
EXISTING SANITARY
PERMEABLE CONCRETE
810
BIORETENTION
EE
EXISTING ELECTRIC
HEAVY DUTY ASPHALT
C
CHILLER
ET
EXISTING TELEPHONE
LIGHT DUTY ASPHALT
CAC
COMPOUND ACCESS CONTROL
TREE LINE
GRASS PAVERS
C/L
CENTERLINE
��
EDGE PAVEMENT
SANITARY SEWER
CO
CLEANQUT
--
C/L DITCH
WATER LINE
COL
COLUMN
-Ak- - --L
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WETLANDS
UNDERGROUND ELECTRICAL LINE
CONC
CONCRETE
UTILITY POLE
OVERHEAD ELECTRICAL LINE
COR
CORNER
�'
TELEPHONE MANHOLE
UNDERGROUND TELECOM LINE
CORP
CORPORATION
SANITARY MANHOLE
STORM SEWER
E
EASTING COORDINATE 2
WATER VALVE
CONTOUR
EC
EDGE OF CONCRETE, ELECTRICAL CABINET
HYDRANT
LIMITS OF CONSTRUCTION
EHH
ELECTRICAL HANDHOLE
�
ykl
SIGN
TREE LINE
ELEV
ELEVATION
HEADWALL
INDICATES ITEM TO BE REMOVED
AREA OF CLEAR AND GRUB
EP
EDGE OF PAVEMENT
TELEPHONE PEDESTAL
CHAIN LINK SECURITY FENCE
EMH
ELECTRICAL MANHOLE
Q
HANDICAP PARKING
M50 RATED SECURITY FENCE
ES
END -SECTION, ELECTRICAL SWITCH
TRAFFIC ARROWS
WITH BRICK POST
FDC
FIRE DEPARTMENT CONNECTION
TREE
M50 RATED SECURITY FENCE
FEV
FUEL EFFICIENT VEHICLE
FIRE HYDRANT
FF
FINISH FLOOR
YARD HYDRANT
FH
FIRE HYDRANT
EXISTING ABBREVIATIONS
GATE VALVE
GEN
GENERATOR
AC
AIR CONDITION
TEE
GV
GATE VALVE
CO
CLEANOUT
BEND
HC
HANDICAP
CONC
CONCRETE
REDUCER
HD
HEAVY DUTY
DSKF
DISC F
CORPORATION STOP
HP
HEAT PUMP, HIGH POINT
DYL
DASHED YELLOW LINE
GRATE INLET
INV
INVERT
ELEC
ELECTRIC
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L
LENGTH
EOHW
EXISTING OVERHEAD WIRE
ENDSECTION
LF
LINEAR FEET
ES
EXISTING STORM
ENDWALL
LP
LOW POINT
ESAN
EXISTING SANITARY
INDICATES HANDICAP PARKING
MH
MANHOLE
FFE
FINISH FLOOR ELEVATION
POLE LIGHT
N
NORTHING COORDINATE
INV
INVERT
BOLLARD LIGHT
NIC
NOT IN CONTRACT
MPH
MILES PER HOUR
WALL LIGHT
PC
POINT OF CURVATURE
R
RIM
SOIL TEST BORING LOCATION
PI
POINT OF INTERSECTION
S
SEWER
APPROXIMATE FIELD DCP
POT
POINT ON TANGENT
SWL
SOLID WHITE LINE
CBR TEST LOCATION
PT
POINT OF TANGENCY, POINT
T
TELECOM
TRANSFORMER PAD
PV
PHOTOVOLTAIC
TPED
PEDESTAL
GENERATOR PAD
HEAT PUMP PAD
PVC
POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE
(TYP)
TYPICAL
CHILLER PAD
PPVC
PERFORATED POLYVINYL CHLORIDE
UP
UTILITY POLE
P
I R A T G C `�
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WITH
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R
5
RADIUS
WM
WATER METER
RCP
REINFORCED CONCRETE PIPE
WV
WATER VALVE
RED
REDUCER
YDI
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SAN
SANITARY
T
TANGENT, TELECOM
TBM
TEMPORARY BENCH MARK
THH
TELECOM HANDHOLE
TMH
TELECOM MANHOLE
TR
TRANSFORMER
TW
TOP OF WALL
TYP
TYPICAL
USDOS
UNITED STATES DEPARTMENT OF STATE
1
2
3
4 1 5
GENERAL NOTES
1. CONTRACTOR TO VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION.
N
2. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
c
ON THESE DRAWINGS IS APPROXIMATE ONLY, AND REQUIRES CONFIRMATION BY THE
CONTRACTOR. WHERE A NEW UTILITY LINE CROSSES AN EXISTING UTILITY, THE CONTRACTOR
SHALL DETERMINE BY EXCAVATION OR TEST PITS, THE EXACT LOCATION AND ELEVATION OF
THE EXISTING UTILITY.
3. DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF EXISTING UTILITIES
o
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BY MISS UTILITY TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE
cr
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PERFORMED AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION. DISCREPANCIES ARE TO
BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER. REDESIGN AND APPROVAL SHALL BE
OBTAINED IF REQUIRED.
m
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4. MAXIMUM PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE.
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PROPOSED STRUCTURE TOP ELEVATIONS, INCLUDING VALVE BOX COVERS, ARE TO BE VERIFIED
W
Or
BY THE CONTRACTOR WITH THE SITE PLANS, PROFILES AND CROSS SECTIONS. ADJUSTMENTS TO MEET
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Q
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FINISHED GRADE ELEVATIONS MAY BE REQUIRED. TOPS IN PAVEMENT SHALL BE SET FLUSH WITH
AND SHALL SLOPE WITH FINISH GRADE.
5. EXISTING CONCRETE CONSTRUCTION SHALL BE REMOVED TO THE NEAREST JOINT. NEW CONSTRUCTION
- SHALL BE PROVIDED AS SHOWN AND DAMAGED AREA SHALL BE REPAIRED TO MATCH CONDITIONS
PRIOR TO CONSTRUCTION.
'
6. DAMAGE TO EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT DISTURBED
BY THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED
TO THE SATISFACTION OF THE CONTRACTING OFFICER
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7. MAKE A SMOOTH TRANSITION TO EXISTING WALK OR PAVEMENT.
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8. PROVIDE GRADING THAT WILL ASSURE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER. � CA/?, i
9. PRIOR TO BEGINNING CONSTRUCTION, VERIFY FROM THE DRAWINGS, DIMENSIONS, DETAILS AND*-40
TREATMENTS FOR THE PROPOSED WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL IMPACT
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. - OW87
�-p 6/11/13
10. REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REPLACE SIGNS THAT ARE '--� ��,.��
STILL PERTINENT TO THE SITE. SIGNS THAT ARE NOT IDENTIFIED AS BEING REPLACED SHALL BE ,,,lrrDi111�0,,,•``''
RETURNED TO THE CONTRACTING OFFICER. 5
11. PROVIDE WATER MAINS WITH A MINIMUM OF 3.5 FEET OF COVER TO FINISH GRADE.
12. AREAS, ON OR OFF THE SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT
PAVED OR BUILT UPON SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.
THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT GRASS. SLOPES 4:1 AND
GREATER SHALL BE STABILIZED IN A MANNER APPROVED BY THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL AND NATURAL RESOURCES. H&k
13. SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD). AE LOGO
APPROVED
GAS UTILITY NOTES
FOR COMMMNDER NMVFAC
ACTNIIY
1. THE NATURAL GAS WILL BE SUPPLIED AND INSTALLED, INCLUDING VALVES AND OTHER COMPONENTS, BY
PIEDMONT NATURAL GAS.
SATISFACTORY TO DATE
2. GAS LOCATION SHOWN ON CONSTRUCTION DRAWINGS IS FOR REFERENCE ONLY. PIEDMONT NATURAL GAS DES c°r1 °Rw CHK wAG
WILL DETERMINE EXACT GAS LINE LOCATION. PM/DM
BRANCH MANAGER
3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE GAS DISTRIBUTION FROM METER CHIEF ENG/ARCH
TO BUILDINGS. FIRE PROTECTION
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4. LOCAL GAS UTILITY CONTACT IS: z W
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CORPORATE LANE
NEW BERN, N.C. 28562 Z - O
WILL SILVER
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FAX [phone] ¢ z w
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SURVEY NOTES z 00
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1. THE EXISTING TOPOGRAPHY AND EXISTING FEATURES ARE BASED UPON AN ACTUAL FIELD SURVEY w o W �
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2. HORIZONTAL DATUM IS BASEQ ON NAD83. U Z t
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EPROJECT NO. 796515
CONSTR. CONTR. NO.
4 ' 5
Y.
NAVFAC DRAWING NO.
12568810
SHEET 13 OF 518
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DRAWFORM REVISION: 6 AUG 2007
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2
1 ' 2 ' ' 4
RELOCATE METAL
TRAILER TO A SITE
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' DIRECTED BY THE
CONTRACTING
OFFICER AND TURN
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GOVERNMENT
REMOVE TEMPORARY
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APPROVED
FOR COMMANDER NAYFAC
ACTIVITY
SEAL
AE LOGO
J N E r f P
SATISFACTORY TO DATE
S DES CDN DRW FIVE CHK WAG
`J= BRANCH MANAGER
CHIEF ENG/ARCH
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! , , Y EPROJECT NO. 796515
N 3 41, 413 JUL 02 %13 1 CONSTR. CONTR. NO.
E 2,494,09 3 , NAVFAC DRAWING NO.
12568813
0 10' 20' 30' 50' 75' SHEET 16 OF 518
SCALE:1 " = 30' -0" C D 102
5 DRAWFORM REVISION: 6 AUG 2007
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t EPROJECT NO. 796515
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12568815
SHEET 18 OF 518
CD104
DRAWFORM REVISION: 6 AUG 2007
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C/L ROAD CURVE DATA
�1 DELTA-45° 00'00" O2 DELTA-32° 38'15" DELTA-79° 20'56"
R-110.00' R-212.00' R=160.00'
T-45.56' T-62.07' T-132.71'
L-86.39' L-120.76' L-221.58'
PI COORDINATES PI COORDINATE PIC OORDINATE
N 342,295.66 N 342,062.91 N 341,885.63
E 2,493,802.61 E 2,493,766.19 E 2,493,846.89
EDGE PAVEMENT CURVE DATA
OA R=50.00' OB R=50.00' O R-95.00'
RADIUS POINT RADIUS POINT RADIUS POINT
N 342,443.07 N 342,345.26 N 342,235.21
E 2,493,890.97 E 2,493,977.23 p CO RDINA493,90E 38
N 342,254.29
E 2,493,772.39
CIL ACC ESS ROAD
Al DELTA=380 29'22" B1 DELTA=29° 15'17"
R-25.00' R-50.00'
T=8.73' T-13.05'
L-16.79' L-25.53'
PI COORDINATE PI COORDINATE
N 342,372.22 N 341,873.37
E 2,493,829.20 E 2,493,753.25
\ A �' _U/_ _.1L
WETLANDS
1
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LOCATION '
OF EX WALK
TIE TO EX WALK
N 342,657.3
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6' CONCRETE
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LIMITS OF
CONSTRUCTION '
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RADIUS POINT .17
N 342,016.55 �ONSTRUCTION
MITS OF •E 2,493,813.67 2. CONTRACTOR TO COORDINATE WITH
6CONCRETE
CAMP LEJEUNE. FIRE DEPARTMENT QN id
EXACT LOCATION OF KNOX BOX. IDEWALK
IN Fla
N 342,342.68 rC 4 14' WIDE
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ACCESS
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N 342,319.14 { N 342,416.65 ^ t O �• S�"
E 2,493,805.88 ��
E 2,493,783.85 E 2,493,933.42 0 �
WETLANDS . `n ��`' } Y1 Al ai o >- - 036487
�Y r{ 0 F71 ? 9 6/11/13
A4 ADA DETECTABLE - �� -��01NIE '' ��'�'
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LIMITS OF
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MATCH LINE SHEET C-102�
2
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N 342,288.97 �. N 342,363.80 I
E 2,493,769.15 E 2,493,832.0 b �� E 2,493,877.32 :::::
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PC OF CURVEAE LOGO
N 342,124.35 C 502
..� FENCE f, BOLLARDS N 342,364.35 t2411 WIDE ' N 342,442.89 APFROvED
E 2 493 75.00 xg E 2,493,958.61 WHITE E 2,493,999.14
Q. OJT. STOP BAR
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N 342 150.35 +-LIMITS OF
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X SAnSFACTORY TO DATE
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:,��,.r.... ••��• CONSTRUCTION f .; PM/DM
E 2,493,715.57 TREE LINE x N 342,334.96 BRANCH MANAGER
E 2,494,006.77 CHIEF ENG ARCH
FENCE CORNER /x� : ' f 1 i
FIRE PROTECTION
N 342,091.88 :,�. /� GEN \TYP C5xE 2,493,712.56 Q/ ..Q Z U
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N 341,961.21 COMMUNICATION w W J
FENCE CORNER f SERVICES ' �° w
{ E 2,493,822.03 ' 1 z z
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N 341,993.96F.F.-19.50 ON COL. LINE A (.0
E 2,493, 762.70 :.::,: Q /..:........ . ... , - Z ❑_
_ N 342,191.80 z
COL. A COL. 1
" N 342 047.90 E 2,494,056.39 ' I �: w J �
CARD READER ... , �:�: cn O
0. KNOX BOX E 2,493,864.31 Ic'
8' w J o
W/BOLLARDS
N530 09'45"E ALONG COL. LINE A _ a .�•v
FENCE CORNER - - - - - - � •Q'�
j N 341,960.15 • • :A -: BIKE RACK ' o
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t� N:•341;981:6..............
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N 3 41,915.41 ' . -�- :. . . . . .. f c _ ,�, TREE _ ;. SCALE: as n�aTEo
E 2,493,821.55 . ; CO-RNER.• BEDG- ' �� ,p N 342 104.05 w LINE
: �:
/ X 1 y y EPROJECT N0. 796515
+ _ �` COR1yER PAVEMENT �: ��s, E 2,494 018.21 z W Z ' ;'.:�: 9 1 : CONSTR. CONTR. NO.
.... N 341,909.19 U
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E 2,493 826.21 :': 12568817
-, �•� • �X u u �. a :: MATCH LINE SHEET C-103 •� �• SHEET 20 OF 518
0 10 2D 30 50 75
SCALE:1 " = 30'-0" Pm C-1 01
DRAWFORM REVISION: fi AUG 2D07
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C/L FIRE LANE
C1 DELTA-60° 00'00"
R=45.00'
T-25.98'
L=47.12'
PI COORDINATE -AL--
N 341,267.88
E 2,493,868.26
MATCH LINE SHEET C-101
FENCE CORNER 20.86' �•: I
NOTE - N 341,728.33
1. REFER TO TELECOM PLANS FOR E 2,493,724.84
CARD READER DETAILS. / ;�;�g1-41:75':':L:=$;Z4' ' ;.�Q' N 341,856.11
LIMITS OF _ Y'
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2. CONTRACTOR TO COORDINATE WITH C-501 3`� •'• •' :AS E 2,493,782.44
2:- G
CAMP LEJEUNE FIRE DEPARTMENT ON ? R
EXACT LOCATION OF KNOX BOX. j ' �p;GE�'��,� ,fr'�`'2_ N 341,804.40
TREE ..;. 5 ', �, ,, ,, cr Ij E 2,493,731.70
TYP C2 �I
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k _ k
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p.;SpPC�, (TYP) J , -> = SLIDING GATE oo k °osT w
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KC4�TYP �.�{.. 1,�: ;..;.;..;pPR r,�,f',! �,', �i SECURITY CONCRETE,, �. GATEoo��, O I os w
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N 341,613.90 , C2 �� `�� J, GATE
—
Q r?' o, f PARKING ,� E 2,493-,642.35 , C-502 � 2 FENCE CORNER Fs ° x � F�
BLOCK , FENCE CORNER , >t, N 341,737.70 A U00
Q r N 341 693.74 i t k E 2,493,746.94 0 ��
(TYP) FUTURE
PERMEABLE
, E 2,493,688.27 TOWER , k�k Ty C1 0Y�
E
C2 + O� CONCRETE FIRE LANE k� _ wU'
NEW CHAIN LINK SECURITY X k x C 501 a
C-501 4 \ , GRASS PAVERS m�l
5 ' FENCE IN SAME LOCATION i x�
rC4 , AS EXIST FENCE �i J ,� N 341,723.52 0=�1
SARI 50 ❑ E 2,493,937.47
a �, �.��r -{_ ,� r _ �r. (TYP OF 3) O
+u s• ° .0,6
, - � '�' ! /y,✓ ti\ \-. i' �\.' ,,. �r '• iT, \•' \[� ✓� -.\.' , \. '� \. ,,ram• .\ \'�y�/,�y
• G,� oL1 . %. OO `� _ • -_ .' .... ~- •:, V . 7, �.�'_• ;\/ a'�il. - •rj.�V U
J.
O .\ T .\ _ '\T,�
❑ N 341,480.44 : �', : ,. ;' . , :;^.' H©;"; C'01CR."ET
END OF FENCE F _ \.,.. :: ,.• , .
N 341,436.0 A E 2,4 N 341,626.02 00
f > w
. os� 's
E 2,493,630.3 ;• ° oO s1, zoo 493 E 2 • • . .� �; ;\,.. :. 1 �� UN
�`�' 807.32 �'
CARD READER \ o� s� oi,L �5.• 1- O,w ¢ I
& KNOX ��: \ C,��sTcs s c ..�' - _ 33' AT A U w110
BOX W/ `9 d o�� o�q�� Q ,;:�.�r,. BOLLARD �= o DOS— SETBACK 9 z,,,
' �� 9� cF ° , d z o 'S w 0 -0')
BOLLARDSti� F,p `�` , . EA TYP OF 4-} ❑ 9���q w c�
r� :: • � off- + P-� -- y�• .--\ ��' �' �� CONCRETE C2 ❑ �q z A3 TYP �fi; \EDESTRIAN
GATE :' �, �Fg2�F w0zw'
C-502 : - ' u:, - _ = , : 14 W I D EoG R AS S PAVERS C-502 ❑ To ❑ ❑ ❑ a ❑
` 14' WIDE DOUBLE GATE -FE
IV
-
\\>; .'� ,.,`.✓ BASKETBALL 2 0 Sr
f G�RN WALL. RE
f. .�;-� ;': ; ;: ', ,: GOAL METAL ExlsrrNG ARCH. PLAN FOR DETAILS
BIKE RACK x. - .� <' 'n x. y. _:a'4 ' P BUILDING 24
REFER TO , . ,c� �'- ' , i'...o . /.
ALIGN POINT L. 1
7:u1. 1;. _ ,`<'. <;. .•, `;:": :�'''- �� ', 12
EXISTING
L AN D S C `�`, / = ° HANDICAP RAMP
x \ EA }:1 y g2'.i $uuorNG 24 N 341,605. 9
, . Y _ E 2 494 02 .82
- - — - — - � •. �'h=:�-,••_:.,:�;•:.•:.�'.�:-�` �;3 �.62' 1�_.�-�'�.:• .x �; ' .,� -"` �03'��._..,-. END FENCE
Y. o AT FACE WALL
WETLANDS : '�.•� . �; :., , .:,,,,. ;,:. ,' ��93;7: 9 T •
N 341 350.19 1 �� F
\\ :.; 0 w •. N 341,609.24
E 2,493,653.05 \ .•,. a o .'� ❑
BOLLARD •"' '
1 (TYP OF 8} `�' E 2,494,013.66
All Ab A4 NOTE_ •:.. -
. � �I I _ o I
C-501 ADA DETEC L AR G O�
STRIP ON 6' SIDEWALK 1 • :5:. /. \. _ .. -
5\4;: m .� �
ENTRANCE TO TELEPHONE 5
X CON
EXCHANGE BUILDING p Y ='.' ;? ; I
C/L ROAD CURVE DATA
1 COL. A -COL. 1
y m , : • N 341.589.79 1
4 DELTA=24° 58'16" 5 DELTA-96' 57'42" 6 DELTA=65° 25'22" Z� '� ? GQNe, E 2,494. 037.81
O _ O _ r O _ TREE--------�
R=212.00 R=62.00, R=70.00� LINE 21
T=46.94 T=70.03 T-44.96 �X CAC SHELTER
L=92.40' L=104.92' L=79.93' f- TYP C3 F.F.-24.10 l
IZ i t - Y
PI COORDINATES PI COORDINATE PIC OORDINATE �1 w _ C-502
I OUTSIDE FACE
LIMITS OF
CONSTRUCTION
FENCE CORNER
N 341,362.01
E 2,493,5
N 341,782.26
N 341,452.11
N 341,798.97
E 2,493,699.95
E 2,493,510.08
E 2,493,734.00
EDGE PAVEMENT
CURVE DATA
EO
R-60.00'
OH
R=39.00' EE
DELTA-14° 27'59"
RADIUS POINT
RADIUS POINT
R=200.00'
N 341,486.71
N 341,655.61
T-25.38'
E 2,493,613.04
E 2,493,898.53
L=50.50'
OR-35.00'
O
R=70.00'
PI COORDINATE
N 341,447.87
RADIUS POINT
RADIUS POINT
E 2,493,691.81
N 341,444.46
N 341,780.93
E 2,493,648.71
E 2,493,828.54
FF
DELTA=90 56'39"
GOR=35.00'
OJ
R=90.00'
R=200.00' it
RADIUS POINT
RADIUS POINT
T=17.40'
N 341,363.18
N 341,653.59
L=34.71'
E 2,493,599.59
E 2,493,687.01
PI COORDINATE
N 341,488.79
E 2,493,704.30
nGX: HEAVY DUTY
7�1 ¢ CONCRETE
100
lv"_
Z ,
FIRE LANE
X - GRASS PAVERS
-� 10' 10'
BOLLARD
r`r-- (TYP OF 3)
X C2 TYP 2--
C2 TYP1 C-502
• TYP C5
C-501; 7c - . .
1 -
FENCE CORNER
}
N 341, 23.08
E 2,493,806.56 , BOLLARDS - END OF FENCE
OC1
\ FOR EC ? Y N 341,289.64 ,
q\ (TYP OF 5) f � E 2,493,950.02 =
T
COMMUNICATIONS
ADMIN. FACILITY
F.F.-25.55
WALL CORNER
N 341,627.12
E 2,494,037.51
M5Q RATED SECURITY 4
FENCE WITH BRICK POSTS
Y
4
C:QIC_=_:= o FENCE CORNER
FENCE CORNER N 341,466.13 4
N 341,334.15 COR OF WALK E 2,494,120.87
E 2,493,944.68 N 341,414.69 �—
/
M50 RATED SECURITY FENCE E 2,494,108.28
A
REMOVED
TELEPHONE
EXCHANGE
BUILDING
KEY PLAN
PLAN
NORTH
SLIDING GATE
-----82' AT/FP SETBACK
MATCH LINE SHEET C-104
EY:
0 10' 20' 30' 50' 75'
SCALE.-1" = 30'-0"
W
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SEAL
H&-
M LOGO
APPROVED
C
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DES COH DRW FIRE CHK WAG
PM/DM ,
BRANCH MANAGER
CHIEF EKG/ARCH
FIRE PROTECTION
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SSE: AS NOTED
EPROJECT NO. 796515
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12568818
SHEET 21 OF 518
C-102
2
i_ s 1 Y�I •: 'S• ,�' _ '-i-r' .'. .i'. is f r `� i'� f.•, •� 4; - a ` F r� -
::_�.i it IL a it . aL�a.Li ._-i ' '' - - �---i - =r3Y - - _ a::3 iEr ih: `� �i. �i Llt i ' �Y:a• =— i..`a '� 1
I
DRAWF'ORM REVISION: 6 AUG 2DO7

I
A
1 2 3
"CAR/VANPOOL ONLY"
SIGN (TYP OF 10) BOLLARD (TYP OF 2)
MATCH LINE SHEET C-101
:2••..' �-x x x x x "FUEL EFFICIENT
C2 '
21' ' 15'': ^CHAIN"LINK SECURITY FENCE y i VEHICLES ONLY"
C-501 REFER TQ ARCHITECTURAL CARD READ R.-.-... ... A3
PLANS FOR BRICK KNOX
DUMPSTER ENCLOSURE BOX W/,. ;�, C-5o2
BOLLARD •.-�a Of
DETA'.L
B 1 : SL.lDiNG.
- R 10' _ ' - GATE :..
C 502 DUMPSTERS :47:73'
N 341,922.08 : � '-'-'-'-'-'-:':'•'.'1•' HID.ASPkI:
E 2,493,927.54
CONTRACTOR TO PROVIDE a
L
DUMPSTERS. CONTRACTOR <. ; : , U
, a
0NCR:E:T.E -.WALK
, /
/ , / / /
/ ,
///
J3 PAR•KING* • -'
-LEGH'T DUTY
r
-SF AC -ES' - IIV'
-ASPHALT•
' , PAR.KING' N
N' 4.67
.1'3 .
.3.42;Of
SPACES'.'. r
,
/(x l/
/ / /
/ / /
/ ,
ell
,
,,,
„
SIGN
(TYP OF 3)
HC
PARK SIGN
(TYP OF 2)
�=
R=5`
6' CONCRETE
a _
SIDEWALK
o
c"
"
FENCE COR
F
Lu
N 342,071.40
¢
W"
R=5'
i E "11
0
"
-TREE
1
F
:11
•,-
11
F
TO SUBMIT SPECIFICATIONS ::: ` �` PERMEABLE LINE o .a.
OF DUMPSTER TO CAMP 12 24 CONCRETE PARKING LIMITS OF Ln
r
LEJEUNE PUBLIC WORKS (TYP) BLOCK CONSTR. :a
FOR APPROVAL PRIOR TO - a N 341,930.43 (TYP) V.T. C'3
INSTALLATION """" 6�' E 249402704 /q4 ADA DETECTABLE
_ ,
�n °,,.
�. :'�`. •(�•:F. -5 1 WARNING STRIP V
N 341,848.89 cr pi4. PARKING
'_"? PACES.'. •� �. N 341,920.6
E E 2,493,958.23 3 u' _
'o- ©G� `' .7: E 2,494,081.27 N 342 043.43
' .gip �P 0 ,h•.�- . N 341 933.43
a
1 E 2,494,219.92 � �..
w, ,,, ' o N 341 866.88 E 2,494,142.62'6'A.. :::..W.
;'�-;' P 4" SOLID :2 W.
' BOLLARDS FOR `
R- E, 2,493,982.24 R$ ��:T cc� C (TYP OF 54� YELLOW LINE :::::.:.:.:.:
5 S, lee (TYP)
•: . . :
HAY DUTY
.•.•.....
.•. :•TYP ASPHALTC3 .147:00
: .
ClIq
co:
�, 10 S 24" WIDE WHITE�I�
ell,
try'ell STOP BAR WITH i
w �;'•;' ,'-;'�;' o B-,''•;',;- �S, /� r� "STOP" SIGN
U . :.c �. ;�,� � ;, -,,� 4r � � �"' "- TYP A2 tih , . .
CONCRET
cn to - ' - w - o a G501
w PAVEMEN ,,,,,, 4 J,,/II*'1c1* �{��;;R;�J�r1''
11 �•ell, z . '?' ,//��,-,,� 0-1 3- �, , ' - 11 ,;�,,,� ell N 341,967-29V)l '
U d. "';' E 2,494,279.36
UJI
J PARKIN %%;' cv ao ;�',� - �;;; �.�. ; ARKIN TREE
= BLOCK � ' . 'c� ', �, . E� w
OCK LINE
(TYP) - _ , -,, ,, ', _ '', '�� 00
"CAR/VANP00 �;';; 'v °' =tan _ i w
1. N 0
ONLY" SIGN ��: �'CD¢ ;%, !/, % [iC] c? Q ¢
,' rn
(TYP OF 10) o =. ' � �-, . ' 07 r �-; -ta �; �.J'cn'
Coe'*S DECORATIVE w o mow;
USDOS 2.< - a . ¢ T P rB4 0
,, U U Q
C-501 CERTIFIED z ¢ �'`�''' 0 .2 .' � �° . �.'� - 'Z/ �. � � r
K-12 �� a-J,O ;U� c�, '- C- 1 N
BOLLARD � - - .-.
(TYP OF
0-0
d.
yy� a
_ ,
4.5' 27' 6. .12"12' 8^ 15'" .12' 1-2'• '-i$r- -15' ;1 ';' 12' " 6' CONCRETE
' TY D4 SIDEWALK
'� '
• ',, - 47,,E ',,��/ a ,•/ U.'//,',
1 a 4 LLI
' i
e w w '�;;''% � �%%%: w • ' : •�'.'-=:;%%� 341,714.3i :..
HC AN F ;; ' •; . E 2,494,283.95
CN PAR J.
StG lee ''
R=4.5' R=4.5' =4.5' R=4.5' '%%;� TREE
33' N N EP 2 2 �, N ;;;;,i� LINE
30' 75'75�.
U_ : ". -
' ' NDU-TY. .19' PARKING' . 3. ,'", l
m R-5' ASPHALT. SPACES �. EP
R=5' LIMITS OF
, / CONSTRUCTION ` a:
Ai „ll
,,.
a TYP � � �
C-501 12-1 N 341,624.38 12, ' -
CONCRETE '
¢ E 2,494,163.90 N
N "F L EF ICIEN PAVEMENT CC
C5 OH - ....I a
TYP
0° CO � - R F LK SIGN (TYP OF 10) '� i ' � •,• �
OF 6 C-501 N 341, 539.83 _
_2 4�4,1 7 0
BID OPTION-2'x?' PV ;-. o
FARM/CARPORT '
82'AT/FP DECORATIVE USDOS CS COLUMNS (TYP)
SETBACKCERTIFIED K-12 BOLLARD C_501_7�.•:
(TYP OF
CA OF WALK
N 341,516.45
COR OF WALK E 2,494,245.79 TREE
N 341,470.98
E 2,494,185.09 LINE
G \ , .
.i:
MATCH LINE SHEET C-104
NOTES
1. REFER TO TELECOM PLANS FOR
CARD READER DETAILS.
2. CONTRACTOR TO COORDINATE WITH
CAMP LEJEUNE FIRE DEPARTMENT ON
EXACT LOCATION OF KNOX BOX.
N 342,043120
E ,494,239.82
.�
TYP C4
1 k C-502
N 3412,039.78
E 2,494,191.68
N 341,99 .46
11 E 2,494, 79.04
In
LIMITS 0
CONSTRUCTION
Al
C-502
"C 4
C-502
C/L SIDEWALK
CURVE DATA
DELTA=7015'15"
R-247.50'
T=15.69'
L-31.34'
PI COORDINATE
N 341,841.56
E 2,494,358.26
C/L ROAD CURVE DATA
5
ADDED BOLLARDS
ADDED CONCRETE SWALE
ADDED PV ARRAY LAYOUT,
CURB AND GUTTER, AND
CONCRETE PAVEMENT
REMOVED CONCRETE SWALI
�7 DELTA=900 00'00"
O8 DELTA=32° 45'01"
R=155.00'
R=50.00'
T-155.00'
T-14.69'
L-243.47'
L-28.58'
PI COORDINATES
PI COORDINATE
N 341,858.71
N 341,888.85
E 2,494,049.98
E 2,494,011.57
10 DELTA=11° 32'52"
R-75.00'
T=7.58'
L-15.12'
PI COORDINATE
N 341,901.76
E 2,494,156.32
11 DELTA=250 00'00"
R-75.00'
T=16.63'
L-32.73'
PIC OORDINATE
N 341,878.06
E 2,494,161.28
9a DELTA=36° 46'36"
R=150.00'
T-49.86'
L=96.28'
PIC OORDINATE
N 341,859.69
E 2,494,081.33
EDGE PAVEMENT CURVE DATA
aK
R-15.00'
RADIUS POINT
N 341,958.08
E 2,493,930.56
OO
R=15.00'
RADIUS POINT
N 341,894.75
E 2,494,042.57
OS
R=15.00'
RADIUS POINT
N 341,912.73
E 2,494,180.71
aW
R=50.00'
RADIUS POINT
N 341,942.48
E 2,494,280.22
e
O
R=25.00'
RADIUS POINT
N 341,911.77
E 2,493,975.49
OP
R=15.00'
RADIUS POINT
N 341,892.53
E 2,494,055.11
OT
R=15.00'
RADIUS POINT
N 341,997.53
E 2,493,983.55
3'
TYPICAL CURB
AND GUTTER
10'
OM
R-15.00'
RADIUS POINT
N 341,913.58
E 2,493,991.96
OQ
R-15.00'
RADIUS POINT
N 341,892.88
E 2,494,109.44
OU
R=15.00'
RADIUS POINT
N 341,962.85
E 2,494,027.32
RIP
' RAP
�--- TAPPER TOP OF CURB
FROM FULL HEIGHT TO
FLUSH OVER THE LAST 10'
CURB TO DITCH A4
TRANSITION
NO SCALE & I\
ON
R=15.00'
RADIUS POINT
N 341,861.59
E 2,494,019.94
OR
R-15.00'
RADIUS POINT
N 341,896.99
E 2,494,128.95
aV
R-50.00'
RADIUS POINT
N 342,044.70
E 2,494,189.84
KEY PLAN
PLAN
NORTH
r��
le .'r s1 1 R-•1 � s
y
J .y . 4 i 1 16, 3 y�
0 10' 20' 30' 50' 75'
SCALE:1 " = 30'-0"
4 5
0
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03M7
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41
Q.
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0
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SEAL
H&-
AE LOGO
APPROVm
FOR COMMANDER NAVFAC -4
1 ACTMIY
SATISFACTORY TO DATE
DES CDH
DRW IuE CHK WAG
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
o Q
Z: z
<
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U x
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LLd I
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Z U
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Oz
o
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Lu
F-
z
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Lu
OJ
H
W
o
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z
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SCALE: AS NOTED
EPROJECT NO, 796515
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12568819
SHEET 22 OF 518
C-1 03
C
A -
1 ' 2 ' 3
. - . ! f• '1a� �' � r .j' ;•'�� ,• � .� y� - y7. - t ., '(f t�i 1 � :a ':r �'•.f .��.:7 f.:
DRAWFORM REVISION: 6 " 2007

1 1 2 � 3 � 4 1 5
a
a
a
191
c
I
��a
MATCH LINE SHEET C-102 MATCH LINE SHEET C-103
\ - 6 CONCRETE
SIDEWALK .�.
---TREE \ ='moo`` �5'_ "CAR/VANPOOL
ONLY" SIGN KDECORATIVE USDOS CERTIFIED C5 TREE �•
K-12 BOLLARD (TYP OF 8) LINE 4'
(TYP OF 3) rl Y 6' C-501 Y 1
> COR OF WALK vl C5 TYP'
KNOX BOX r-• ¢ r •' .�•
Q m C3 TYP N 341,351.33 m C-501 i:=
E 2,494,163.27 WI
- NIW C-502
♦ FENCE CORNS D1 00U' BASE TELEPHONE BASE TELEPHONE FENCE CORNER ♦ 1 >'
r �' FACILITY � WAREHOUSE N 341,566.16 ¢
N 341,240.89 � FIRE LANE BIKE RACK ."'-�- - W
E 2,493,954.86 `GRASS PAVERS REFER TO '�= =: F.F.=23.45 F.F.=23.45 E 2,494,482.11
♦ END OF FENCE ` N 341,266.80 0+l LANDSCAPE <5',' rc1 ¢ C4 ,
r N 341,265.81 ` �: _'- O PLANS -
E 2,493,952.88 E 2,494,091.14 i ¢ C-501 000 ALIGNMENT POINT x x o C-5o2
Al Ras' '. J}_.� _ ON COL. LINE A o�Wmo00
♦ �T (TYP) o O � l � : COL. A COL. 1 N 341 533.1 TREE I 5 0
r HC PARK C-501 •�/, �:` N 341,323.31 4 4 4 4 Xt w o¢
LINE SIGN (TYP , , F E 2, 9 8 .35 _I z J _' .��
OF 2} '-'' E 2,494,204.23 >- _ I1000
fl� POINT A N53° 09'45"E ALONG COL. LINE A---- I t O F-- Y O A4 TYP 68.
G- - - - - - - - - - - -
♦ LIMITS OF '' %''' ' ;'' • X X C-501
C5 1 m .. o 00
''/ ' W. W ' �' Y ! r'rc ♦ . ��- ' �'� ,Xv a\ ,`r . T� _'.��. {'\ `` - a' i .v +T\ `- �'.� i -, `� ` �. `i' 1 rr�Yr,1
♦ COR OF WALK -T - r , • a. 1� /' Y J\ Y y \ r `` Xk ¢ Z W BB
CONSTRUCTION ,,,-/,; ,-_ .. L . • - -- -< •, -' .•.. ,... __ .. •\.' _ - - .- \' -_ c� ¢ �
N 341,261.92 1 r N 0'89
E 2,494,139.77
'- .r : - ,• . ' , ' , • - - ; ' - ;,� - • :, . ',.. -, .... .. , ' .• �, .. .•,• . - -. ;. • ,v,' . ; , .., ,� > .. .... .. ......... � •A1•
♦ -/, -,, -� X%.•. - ,4' E..:;494ri�24-O.a </:1 ',•C .n. /•• '^ ;` - A. ;•,. ` - •,. .,C .>•,. - wc. ;<.'.-
' ' . ' • \ ` E P _ = . _ . . . . . . . .. .&602 :
' - POINT C �'
.. PEDE-S•T1�'iAN::_.=-=:.�.=:'::.
PARKING ',, ,, i .
' GATE : po .. ` .00` ,'.,
r BLOCK , ¢ ¢ r ' : , ,
(TYP) ¢ x x x rry r ` ,.' `,',� .'t. _mot-, ;Gh11 E;
1 ,,, r ,, - , r ,- (� w� \. - �. - ,: w - > , • ,. r ` \ by .;494.,5,1-�ZY3�4, , �C
FUEL POINT B y '-50' �, ,. ,. . = - "STOP" E
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TLANDS p oo z ¢ /, - ; :. < . ` ,. r - ,/ .'< Yr
to a� '-, ;< Y > '+3.41 ` 21. 4 - ,� i\. . -.N4'1 �4 0\ SI WALK
CV �YX� Z w .' f= t,TE i X
llc I r 341 102.73 / / &q N ¢ o O y •, /,� r'y��` /�,r \ '/ . :` ;• 1
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REFER TO ARCHITECTURAL [^X• `' \, `
♦ C-502 " \ ' ` % ,'' ' Cry k iX y. - ,, :, , \ ` �. y SHELTER C. _ ; - \
PLANS FOR BRICK �� J , ,
N 341 085.12IRL
,.
DUMPSTER ENCLOSURE.4 o
VEHICLE '
DETAIL E 2,494,227 .24 12- 12' ... ..� , , , .' ,' ; _, •,' >; ; . ,. 2
LIMITS OF POINT WASH STATION ,,'�',;:o /�;\ y`,\ ,Y:' /t;; : ,v.. ;\. ; _',< LN530 09'45"E ALONGCONSTRUCTION ', a. '': F HD CONCRETE �\ ,,\'- \,'• '--._ N 341,133.74E'%`\' ;'',.X L. LINE A E
-
~ ~� - E 2,494,260.45 ��:� oo CHAIN LINK SECURITY FENCE
:�� X X X X X X X X X x X X X X X X X X X X X'7--
- :..: 1060 57'32" CORNER PAVEMENT 1 ALIGNMENT POINT F
►L• A2 A4 ON COL. LINE A �o '
�..� - CORNER CONCRETE COL. A - COL. 1 N 341,333.50
C 504 C 504 N 341,175.83 FENCE CORNER
24" WIDE WHITE ' E 2,494,393.35 N 341,273.55 E 2,494,602.51
�. STOP BAR WITH ::: FENCE CORNER E 2,494,522.48 CORNER BLDG E 2,494,63 2 1 {
.,.... •: CORNER PAVEMENT
STOP SIGN C4 N 341 114 66
0
0
Z
0
m
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N 341,602. 5
E 2,494,5 2.79 x
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LIGNMENT POINT
5
I1 2,494,63 .79 ♦`
1
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N 341,555.86
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E 2,49-
N 341,524.69 _-
E 2,494,61 -63 t� e 3
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SIGN
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_TYP 494 E 2(B4� N 341,353.93 325.05TYP C2 E 2,494,631.10
_ C-503
C-501 FENCE CORNER
. . : N 341,346.63 KEY PLAN
_....::.........�...:........... AA E 2,494,634.70
`�
• TYP Al�/ 1
��- `� PLAN
: : : : : : C-502 - - --�...���,-.�_-�-- NORTH
TREE LIMITS OF •
s��� ---••::::::•• ::. LIMITS OF -- oo� o
LINE CONSTRUCTION TREE CONSTRUCTION �,�
C/L FIRE LANE 9°s% - �o,:r:: - -� _ _ LINE N 341,319.61 0
yALIGNM NT POINT • 0
772.84
N 340,9 1.46 S '�� �..... -•-�� - �- tiF E 2,494,
D1 DELTA=60 00 00
E 2,494, R 9°� N 341,320.04
R=45.00' ELc1` e�
T=25.98' � � ; �• ' E 2,494,798.89
lil
L = 4 7.12 �,�� RUNNERS KEEP
PI COORDINATE ` - - 4� - - �- 6ti ti OFF ROAD SIGN
N 341,292.31 ` �-- - ----- - �I
E 2,494,072.02 �1 �1 �1 r1 r� .. SWL
EDGE PAVEMENT CURVE DATA
OX R=15.00'
RADIUS POINT
N 341,091.34
i
E 2,494,243.88
AA R=50.00'
RADIUS POINT
N 341,082.67
E 2,494,348.03
OY
R=50.00'
RADIUS POINT
N 341,027.28
E 2,494,229.82
BB
R=50.00'
RADIUS POINT
N 341,608.68
E 2,494,532.36
OZ R-50.00' �r
IN RADIUS POINT
N 341,110.58
E 2,494,337.94
CC R=50.00'
RADIUS POINT
N 341,506.03
E 2,494,612.16
REVISED LIMITS OF
CONSTRUCTION, TREE
LINE AND ADDED BOLLARDS
DD R=35.00'
RADIUS POINT
N 341,493.43
E 2,494,570.33
2
- sJ
151 V611P
S
OYL utfUIN7 01t7CCT nvr
FENCE CORNER (BETWEEN PARKING LOTS
POINT A
N 341,305.22
E 2,494,182.30
POINT B
N 341,269.13
E 2,494,209.34
POINT C
N 341,237.95
E 2,494,167.72
POINT D
N 341,145.11
E 2,494,237.27
POINT E
N 341,176.29
E 2,494.278.89
POINT F
N 341,143.76
E 2,494,303.26
S SWL
SWL
NOTES
1. REFER TO TELECOM PLA�N& FOR
CARD READER DETAILSF
2. CONTRACTOR TO COORDINATE WITH
CAMP LEJEUNE FIRE DEPARTMENT ON
EXACT LOCATION OF KNOX BOX
1 3 1 4 1
o
_ - - - - - - T, tf IL,lJ asLr - i-
fir
0 sly Iv:
0 10' 20' 30' 50' 75'
SCALE:1 " = 30'-0"
•
AE LOGO
APPROVED
FOR COMMANDER NAVFAC '
ACTIVITY
SATISFACTORY TO DATE
DES COH I DRW HAE I CHK WAG
Phl/DAI
BRANCH MANAGER
CHIEF ENG/ARCH
A FIRE PROTECTION
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SCALE: AS NOTED
EPROJECT NO. 796515
CONSTR. CONTR. NO.
NII DRAWING NO.
12568820
SHEET 23 OF 518
C-104
DRAWFORM REVISION: B AUG 2007
c
A
r

c
I
1 2 5 4 5
STORM SEWER SCHEDULE NOTES f' ' ,'=71 MATCH LINE A THIS SHEET
CL
1. RIP -RAP TO BE LINED
O ENDSECTION 16 ENDSECTION KD 1 '
WITH FILTER FABRIC , 1 ,� "'
INV OUT 10.30 INV OUT 16.41 35' GROUTED ,' ,� ,, ` N o r
RIP RAP SPILLWAY C-506 W
O1 2 186.02 LF OF 24" RCP AT 0.48% 16 17 27.29 LF OF 15" RCP AT 0.5/. 2. REFER TO SHEET C-309 FOR '� ' ' '' 1 ; CD n
O O ELEV=11.00 TIE-IN GRADES
O2 INLET 17 ENDSECTION STORM STRUCTURE LOCATION 3 REFER TO �'' 1 �O',�C3Q" SpD , STRIP
COORDINATES (3 1 SIDES) �
TOP 18.80 INV IN 16.55 SHEET C-611 _ 611 PPS c ; 1 r ' f • ',r
INV OUT 11.20 ""' - CO0,56/. MIN. I I ` +
TREE"
INLET IN 11.20 18 ENDSECTION 3. ROOFING DRAINAGE TO DISCHARGE LINE INV=10.5 - - -"{YYP} ' ,SANQ FILTER,,'
INV OUT 14.30 AT GRADE ON SPLASH BLOCKS 10 X30 (TYP OF 2) , I I BASIN ,1 ! ,
O U3 163.06 LF of 24" RCP AT o.44% (REFER TO PLUMBING PLANS} r Z
18 19 102.64 LF OF 15" RCP AT 0.70% SOD ` 'INV=i9.0 ', ' t z o
INLET STRII ,' - ' , I 4 w
D
Q TOP 16.80 19 SEE SHEET C-303 INV= - � I LIMITS OF ,+ �:: �� ; � z a
3: 6.00 - - ) �, CON5TR�QTIOM,, :�.: 1 o o V)
INV OUT 11.92 /
INV IN 11.97 20 ENDSECTION
INV OUT 18.29 3=� - _ f `, ,' 'i� , 6 m a
O O Lu co
131.01 LF OF 24" RCP AT 0.40% 6" PVC 8 n 6 PVC 'I ,'
1 , ' -� Z o
w
@0.60/. MIN. 7 9 `, @0`.50%`, MIN.',
20 21 21.00 LF OF 12" RCP AT 1.0%
O4 SEE SHEET C-303{TY1?} ':;`: �� �' Q X
21 ENDSECTION TREE , '
O8 ENDSECTION INV IN 18.50
TYPICAL GRASS WALE AN Z W
INVOUT 13.00 A FILTER `' ► F LINE ' ! ;1
NO SC LE / 3 4 , r
8 9 63.66 LF OF 15" RCP AT 0.5% BASIN 3 20 RIP ,RAP% •• I
I GR UTE ,
1MITS OF / / \ EL V=14a.00
O ENDSECTION _ � - t I
INV IN 13.32 CONSTRUCTiN / \�` -\-- ' RED ER '
10 ENDSECTION / /\\ $,. \X'00
SHEET-611
INV OUT 13.36 CO \ \•' II ®��
r ,
10 11 28.48 LF OF 15" RCP AT 0.50%
1 REMOVED PROPANE TANK TIE-IN GRADES //�' \o. (TYPY ,
` r
O (2:1 SIDES) / /f ---- IN"/=10.�7
11 ENDSECTION -AL/ 1
wv w 13.50 REVISED TELECOME AND 6 PPVC / l/ 2 ACCE� , �� ,RIP RAP , ,, NPR
ELECTRICAL DUCTBANK @0.60% MIN. / , REFER TQ1 ,, ,
12 ENDSECTION LOCATIONS (TYP) -- '• ! ' ys / _ . ROAD �'�� SyET C-611 r
i �, r �; 1 ,.a,+ttH,l a rrrrrrrrrr 11.
INV OUT 13.83 ,
3 REVISED BASINS D 1 / ` ; = -: °� �X\ARO
F F 1 RCP AT 1.04% ♦ , r _ ~S`
9-9 16. 41 L 0 5 C - A l -506 �1c - / - c +' 1
/ , - 1r: - 6', SE�IMENT ' ' E
13 ENDSECTION �� // - �- �:` - - ' CHiKMBER !! j -
INV IN 14.00 WETLA S 'l/ - - ;--- - BgSfN 1
SEDIMENT-.�
aENDSECTION INv our 14.37 CHAMBER' II
BASIN .3' ♦ '` / , '`�' X RCP ' `, I I %,9r'D. G���`',
14 15 16.33 LF OF 15" RCP AT 1.0% � INV'7.50
, rrruulnutttttn�
{TYP OF,,
SEAL
15 ENDSECTION ,
INV=9.50 /�_ - - -�` _.__
INV IN 14.53 Q
WETLANDS (TYP '' / / '' c�Q' ��' /` � .. .... .� .. � � - - --C-��'I $:t I
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(2:1 SIDES) / / ::: - 12 = 9: 1
/ �o -:� 15'': RCP : TY A3
SOD
---- STRIP fY- _• ::,{ ... - 15
- ` - - - - -� , - - ', �, ,'' , / , , T ,•' • . • . _�- • . �C:. _ 14 AE LOCO
' , / ,, ',• ',- ^ E APPROVED
ri
ADD�y �IL��R ,,' ,• .,' ,' _: :.:•. -1 XT 16 -- -- --- '•i•:::• _ I ,r i
B AS1l� " ` �- O / - . - 3 i - ' FOR COMMANDER NAVFAC
... , _Y RIP
, / , ,' ACTIVITY
"Oollr moo, - , + RAP _ I
82' AT/F-I--i"�`- - 1 a' MI"T OF,
'5.E T B AC X , '! ' ` ' © ICI S R,� T I O N SATISFACTORY TO DATE
/ - - I 1 �- , , ! -
/ M]TS F # TREE \ I
_ ~O !j!�' LINE �� i ' � ' , i DES CDH DRW NAE CHK WAG
/ 32' GROUTED _ - �F ,�'fr ;=' _ j/ CONSTRUCT40N - -
RCP RAP R E E --LINE `_ _ 4 . - ', ; ;r BRANCH UAWER
SPILLWAY _ - - _ , 7�- % �� :::.. , : _ • Y ✓ �r. " - �+ �� l - _ _ - I, r ' ' + CHIEF ENG/ARCH
E�EV=13.o0 __' C" 1 1 r
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REFER TO.--- } - 2 - j ��,- ��; : :,;'' /�O '� ... �GEN ' X `, I Z z /\
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A - ter- �� �, � s -'," ` I r 1 1 z
SHEET , C'= 611 �,,w ,i' _� o • ~ - 21 `,
INV.-8.71 (6��1 PPVC <� :1 T ;� r �'_ ,. -�'�-;r - N • :T-R �:• „ oo o f J
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/ IY , ' \ 4 it W 1 I Q Ll
-$ASEN 5 LI S OF r '_ ' ; ' x ...; .. - '' 16 ,' RIP RAP; . 'r' '� Z O H w
NSTRUCTION r _' _� �,,. :�� y,.,:. , a ,` REFER TO ; ; 1-1 KEY PLAN L C) LLQ
+ SHEET C-611 ' , ' ' . ',, Z U z
/ _ I , PLAN § �'3 - -
/ / l - XL' :h�. : Y .�, (TYP) �- a a z_ - Q
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/ EXIST 1 r _- REFER TO -r`� - ��y' :,�'...,.-' .'. , 0 1 w
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• r 1 - E 1 ` Q O�
MATCH LINE A THIS SHEET 2 �.....:. �,...:.'. ,.. _ : _ �; a ,o �, :�I :_ Q J z Vo
--- - - - -` TREE /� ,- ,20 _O ,. . f. . . . . L
'll , I 1 I :-: Lid �L{ iO
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------------
REFER -FLIP RAP'- '• ,.. ,' �/ ::':.':'. `.... :':':'. _ I 1 I _ w p ',' G• ' I , I I :II UCL =
----- _ ,' /;,/ TO m r. . . . , +... p....... ... ...'.... .. . . - . I 82 ATfFP
SHEET C-611 r <' o I 11 I
of
.::. •'�....-'..... ...... {�..•-•... •1 4' 4 f I - THE --------------
I I•. II. ... ; ; 1 , I, - � Z
��, -2 _ t . 1 t f _ t , C _ $CALE: AS NOTED
20- LESS ROA i �� � •' - -.' , ., .', .' , , �', �• LINE, / I I• I , , I
x �' 1 y , 1 ,. ' I I I 1 i p EPRQIECT NO. 796515
,^ CONSTR. CONTR. NO.
-♦ , 1' �, '� , r xi t - 1 ' t NAVFAC DRAWING NO.
`L 20 9 �, ;F I , 1 :;' 1 I 12568825
MATCH LINE SHEET C-302 MATCH LINE SHEET C-303 0 10' 20' 30' 50' 75' SHEET 28 OF 518
SCALE:1 " = 30'-0" C-301
1 2 4
ORAWFORM REVISION; 6 AUG 2007 �
on
A
1: � E.r ,S,i .I r.' ���'. .1-,�;• , '•1• r�,..+� -��„ 4�•iE1T I. .• `.;-•y�f,J1� `
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1 1 2
3 I 4
MATCH LINE SHEET C-301
5
I
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191
C
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22
7 c
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LIMITS OTYPICALG ASSSWALE .. y ,.
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4
'C04STRUCTION r� �� 2�
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Q, 22 }r NOTES
,
IN RIP -R P.- - _ ,' re �� -� ,A ° o�� 1. RIP -RAP TO BE LINED
REFER T-Q - \ '2� X I WITH FILTER FABRIC
''Sk,IEET-X-611 �,�,, , %4 �i " � r :_
\ ,� ^- i . ,:.:�,�`� , �, ,,'�'!'!;,' ',', Xi �- : r _ -c °ti° c�'"� AJ Tom I Ao 2. REFER TO SHEET C-309
LINiI�TS OF - , . X , . . .,,� ,, , ,, i _ _ ��, _. - - o o� F sr
- ` ` CONSTf�UCTION ► �I A ,Y:: ^ / !', ,,,' ' o o �% o FOR STORM STRUCTURE
' TIE N OR DES ' ,. `' ' -'J t <� r 9 `o �ryA o 0 • LOCATION COORDINATES
(3:1 SIDES) s
c
k F,00T�FT °�F _ X c`F`'�ti 3. ROOF DRAINAGE TO
►,' ' �L' p P'1 , :: 123 F� ^1,� - - Jf1 �F`�' `� o°mac `n'�',a DISCHARGE AT GRADE
` ,, ,, ,' ,` `_ i '/ +, ` I�f1. ` •, •,• 19,Y ON SPLASH BLOCKS
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EPROJECT NO. 796515
CONSTR, CONTR. NO.
NAVFAC DRAWING NO,
12568832
SHEET 35 OF 518
C-308
ORAWFORM REVISION: 6 AUG 2007
L
B ,
t

BARBED-WIRE ON
"Y" ARMS
(3 STRANDS
EACH SIDE).,
■ I©�
mi
I
Lo
1 I 2
j - i
MIN.
SINGLE SWING C1
r-1 r-- r% r- cn T r% I A A I n A 'T r-
NO SCALE
501 B3 TYP
TENSION WIRE .C_-501�)
GATE POST
LATCH FOR
PADLOCK
SECURITY FENCE NOTES
1. ALL PERMANENT STEEL COMPONENTS IN THIS FENCING SYSTEM SHALL BE
HOTDIP GALVANIZED.
2. ANY COMPONENTS THAT HAVE HAD THIS PROTECTIVE BARRIER DESTROYED
BY CUTTING, BENDING, THREADING, WELDING, ETC. SHALL BE RESTORED
ACCORDING TO NOTES 3 AND 4.
3. GALVANIC RESTCRATION SHALL BE ACCOMPLISHED BY THE APPLICATION OF
A ZINC RICH PRIMER SUCH AS "CLEARCO ZINC RICH PRIMER" AS
MANUFACTURED BY:
CLEARCO PRODUCTS CO.
3430 G. PROGRESS DRIVE
BENSALEM PA. 19020
OR APPROVED EQUAL.
4. PRIMER SHALL BE APPLIED BEFORE ANY RUST BLOOM APPEARS. ANY AREAS
DISPLAYING RUST SHALL BE CLEANED BY POWER GRINDING, BRUSHING OR
ABRASIVE BLASTING AS REQUIRED TO MEET MANUFACTURERS REQUIREMENTS.
LEGEND AND BORDER -
12"
GREEN, WHITE SYMBOL
ON BLUE BACKGROUND,
RESERVED
BACKGROUND - WHITE
PARKING
TYPICAL AT ALL HANDICAP
iL
SPACES
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE"
PARKING SPACES
ACCEVAN
SSIBLE
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SIOO 3500 FINE
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TERMINAL POST RING ;n LINE POST
CONCRETE FOOTING Ln (TYP) p CONCRETE
FOOTING
10"
15"
NOTES
1. KNUCKLE CHAIN LINK FABRIC TOP AND BOTTOM.
2. BRACE RAILS ARE TO BE IN CONJUNCTION W/CORNER POSTS.
3. BOTTOM RAIL: MAX. %q" ABOVE GRADE ON PAVED SURFACE: MAX. 1" ABOVE GRADE
ON UNPAVED SURFACES.
4. ALL POSTS AND TUBES SHALL BE ALLIED TUBE AND CONDUIT SS-40.
5. BRACE RAIL AT TERMINAL POSTS, DEFLECTION POSTS AND GATE POSTS ONLY.
& HIGH SECURITY FENCE C2
NO SCALE
BARBED-WIRE ON
"Y11 ARMS
(3 STRANDS EACH SIDE) 7'
LOCKING
DEVICE,,
TRUSS
ROD,,
2" MAX ABOVE -
TOP RAIL �
—xx 1W, 0.D
�TOP RAIL _
0
f M
PULL
BAR
CENTER a -
STOP GATE POST °p
CONCRETE
FOOTING in
2" O.D. GALVANIZED (TYP)
STEEL PIPE FRAME
GATE
18,I
NOTES
1. KNUCKLE TOP AND BOTTOM OF CHAIN LINK FABRIC.
2. FABRIC SHALL BE FLUSH WITH TOP RAIL OF GATE
3. ALL POSTS AND TUBES SHALL BE ALLIED TUBE AND CONDUIT SS-40.
4. INSTALL (1) PAIR GATE HOLD -BACKS IN 8" CONCRETE FOOTING.
14' WIDE DOUBLE SWING GATE C4
C f-I A 01 LJ Ir% LJ C C A I n IC
NO SCALE
1'-0" 4" CONCRETE
PAVEMENT
GRASS
LOCK LOCK PIN SIDEWALK
(TYP.) �O 5 ° o °a°o00000006, 000°0000a
PIN (TYP.) . �' �' . 0°°000° °C0� o0oaao°°° o000d o°o°°o°°°
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12" AGGREGATE BASE MATERIAL
BARBED o NCDOT TYPE "A"
��i sss 35° e ' s 35° WIRE (TYPA
CONCRETE B4
45° � s s 450
PAVEMENT SECTION
PLAIN PIN NO SCALE
PLAIN PIN RIVETED FLUSH (TYP.)
I
I RIVETED FLUSH (TYP.)
SIDEWALK
LINE POST CORNER POST SEE PLANS
BARBED WIRE FOR B3 000000000000000
000000000000000
SECURITY FENCE 000000000000000
NO SCALE 000000000000000
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CAP _
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a -
N N N
6" DIA. X 0.28' X 7--0" LONG N 8)� o
STEEL PIPE FILLED W/CONC. o 0 0
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LONG (ATTACHED TO
POST)
P e s
12 12
NOTE: ,
FOR BOLLARDS LABELED "DECORATIVE USDOS CERTIFIED ��,�
K-12 BOLLARD", CONTRACTOR SHALL SUBMIT A rr'�r
SPECIFICTIONS TO CONTRACTING OFFICER OF
DECORATIVE BOLLARD SELECTED FOR APPROVAL
PRIOR TO INSTALLATION -
```�p0��ti�{111uIIUlrrurUirl�'' -
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SATISFACTORY TO DATE
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00 4000 PSI ' ^ 7 all DIA.
CONCRETE - 6" 2-5"
-'.- HOLE
a _-C
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DIAMETER FOR -
9 D N v DOME
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THERE HANDICAP SPACES FACE
SIGNS MOUNTITHOUT ED BOTH SIDES WALKWAY,
�( coNT,Nuous =_- N L A RG E D PARTIAL TRUNCATED
THERE SHALL BE ONE OS U THIS DETAIL DOES NOT APPLY TO THE =PLAN VIEW DOME
ME
INTERIOR PERIMETER OF THE WASH STATION D O
HANDICAP PARKING SIGN Al PARKING BLOCK A2 E-
N° SCALE 3 CONCRETE CURB A3 DETECTABLE
NO SCALE - AND GUTTER
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-- NO SCALE NO SCALE
2 4
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TRANSITION SC Ec AS NOTED
= EP OJECT N0. 796515
NO SCALE . NSTR. CONTR- NO.
-� NAVFAC DRAWING NO.
- 12568842
SHEET 45 OF 518
-= r- C-501
#i A _ DRAWFORM REVISION: 6 AUG 2007
8 ,• ° r-, I
5 k�
IJY:
E
B
A

1 2
1/2"
3/4" SILICONE EXPANSION JOINT Q 30`
JOINT MAX. CENTERS. TYP.
1/8" R 1/4" ± 1/16" 1/2" SEALANT EACH WALK
00 1/2"
"' 1„
SILICONE PREFORMED EXSPANSION M
SEALANT JOINT MATERIAL IN
1/2" DIA SECOND
BDAACKER SAWCUT
FIRST
EXPANSION SAWCUT
D D 1 ,/8" PLAN
JOINT DETAIL
a SCA E SAWED JOINT D2
c
3
CONTRACTION ,JOINTS
INTERVALS EQUAL TO
SIDEWALK WIDTH OR
10' MAX. CENTERS
N L
DETAIL 4" CONc. WIDTH VARIES -SEE PLANS FINISH
GRADE
K5_2� NO SCALEE
c-�o2 2„wwFD 14" SAND'/2" EXPANSION ' C-502 FLAT WELDED WIRE FABRICCTED
JO7
INT FILLER ; 6X6-W2.9 X W2.9 SUBGRADE
D > D e D D • D o D - -
° EXIST CONCRETE SECTION
D . ' D D • OR STRUCTURE
1 " PREMOLDED
ISOLATION JOINT
T _
2" NCDOT I-19.0B —
ASPHALT CONCRETE
2" NCDOT S-9.5A—
ASPHALT CONCRETE
G�
1 L g�°°oo °8�°oocv°°°°oo°°°°�c�000a,° ° 6" AGGREGATE
°° ° ° °O° ° ° °° °° a°O° ° ° °° °°°� BASE MATERIAL
rD1„
i �\m'NCDOT TYPE A"
18 C-502 r �>gg'g>
r�r%
\_8" STIFF NATURAL SUBGRADE OR SELECT
ISOLATION JOINT SUBBASE COMPACTED 95X
KD 2 LIGHT DUTY ASPHALT D4
C-5o2 PAVEMENT SECTION
N
NO SCALE
6" AGGREGATE BASE MATERIAL
NCDOT TYPE "A"
3" NCDOT I-19.0B
CONTRACTION JOINT ASPHALT CONCRETE
2 NCDOT SM-9.58
ASPHALT CONCRETE
OPTION 1 - SAWED JOINT ____._..__._
WWF-6 X 6-
W4 X w4 DETAILS OF CONCRETE WALK C3
ISOLATION JOINT TYPE 2
&4 SIM CONRADIUS
WWF rD NO SCALE
SEALANT 2„
C-502
1.7
CONCRETE SAND
INTERLOCKING
GRASSPAVER (CLEAN, SHARP SAND)
OPTION 2 - HAND -FORMED JOINT/ " EXPANSION 74 X 8" SMOOTH DOWEL SYSTEM HYDROGROW MIX
JOINT FILLER Q 12" OC ONE SIDE BELOW PAVERS
LUBRICATED AND EXPANSION CAP
11 91 AI� '.ill 19 n, 1I II jl,
W. 1u
ISOLATION JOINT TYPE 3 ""
° .oO � �� oo��o `°ogb� ° � CONCRETE SIDEWALK/
ASPHALT PAVEMENT
—WWF
COMPACTED SANDY
PREMOLDED FILLER 2„ GRAVEL BASE
FLUSH WITH SURFACE
OR LINER IMPERMEAAT CONCRE TEE
SIDEWALK LOCATIONS
EXTENDS 12"
WWF BELOW BASE
OPTION 3 - PREMOLDED FILLER JOINT D2 04 12" oC 0 SIDE DOWEL COURSE COMPACTED SUBGRADE 95X
C-502 LUBRICATED AND EXPANSION CAP MODIFIED PROCTOR DENSITY
CONTROL JOINTS CONSTRUCTION JOINT GRASS PAVERS C2
JOINT TYPE 1 AT DUMPSTER APPROACH PAD NO SCALE
JOINT TYPE 4 NOTES:
1. GRASS PAVER SYSTEM SHALL BE DESIGNED AND INSTALLED TO
MEET H2O LOAD RATING
2.GRASS PAVER SYSTEM SHALL BE GRASSPAVER 2 OR PRESTO
DETAILS OF CONCRETE PAVING C1
NO SCALE
10'APPROACH PAD DUMPSTER PAD
B F1/2" PREMOLDED 1 0
E X P. J T. C-502
2" CLR. 04 @ 12" E.W. 6X6, 6-6 W.W.F. -
�a
(TYP.)
�OLd n a a - a ° ' • ' ° ' r, r ./i ./T/i i r/,./u/i r . r r. r/ r.
p
.c . : x .u..:.�<.%.., .,....' COMPACTED N
o$ 6" 21A AGGREGATE SUBGRADE L a
DUMPSTER PAD 131
NO SCALE
I`
24"
MILL EXISTING
PAVEMENT
NEW ASPHALT
PAVEMENT
L— EXIST SAW CUT
PAVEMENT PAVEMENT
TYPICAL METHOD OF TYING NEW Al
PAVEMENT TO EXISTING PAVEMENT
NO SCALE
NYLON GUIDE
TRUCK ROLLER W/OHH 51/z„ ALUM TRACK/
ASSEMBLY ) F BEARING FRAME MEMBER
TOP TRACK/FRAME
MEMBER OF GATE
FRAME
TRUCK
BRACKET
(TYP)
ELEVATION
UPPER & LOWER GUIDE ROLLER ASSEMBLY(S)
ATTACHED TO POST
U-BOLT
UPPER GUIDE
ROLLER
ASSEMBLY
U-BOLT
0
00
)WER GUIDE
DLLER ASS'Y 4" DIA
POST
Of
w
a
w
w
Y
GRASS
`--12" STIFF NATURAL
SUBGRADE OR SELECT
SUBBASE COMPACTED
HEAVY bUTY ASPHALT nC4
PAVEMENT SECTION
NO SCALE
6" PORTLAND
CEMENT CONCRETE
6" AGGREGATE BASE MATERIAL
NCDOT TYPE "A"
6x6 W2.1xW2.1 WWF
�Tx
�8" STIFF NATURAL
SUBGRADE OR SELECT
SUBBASE COMPACTED
95%
HEAVY DUTY CONCRETE D5
PAVEMENT SECTION
NO SCALE
4" POROUS CONCRETE
PAVEMENT
SIDEWALK
a
a
V�.p"Oo°°0o" o o°Oo U"0d' o o -
Oo°o0°°a o°oo V Q° Q°°OooO°° ° °°oo�Qp° Oa°0°°o0000 14 & �_ fwr
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CV ° ° 00 0 ° bo°O°0O °o ° ° °°° °o°°°Od °o° ° °
3'
0 12" •57 STONE ````,�pultttttllFNrllrru�7,'''
PERMEABLE CONCRETE C5 - 03SE
6487 -
PAVEMENT SECTION =�
:ate ��`_
NO SCALE �����`� c
ur+rtnnttutiti
SEAt
TO OPEN
VARIES 10'-0"
(3) STRANDS OF ----
BARBED WIRE,
CONSISTING OF 2
STRAND LINE WIRE
W/ 4 PT BARBS
TRUSS
ROD
GATE PLAN
VARIES
FABRIC AREA
A44
POST
TOP
OVERHANG
2" SO ALUM
UPRIGHT (TYP)
4" DIA-
POST
TRUSS -
ROD
TENSION
ROD
C�I=
TENSION CHAIN LINK
12„ MAX ROD °: GUIDE ROLLER
FABRIC (TYP) " ASSEMBLY. REFER TO
2" X 4" ALUM /� CANTILEVERED SLIDING
END VIEW BOTTOM RAIL A 4000 PSI GATE DETAIL THIS SHEET44 Lj
CONCRETE
UPPER & LOWER GUIDE ROLLER
ASSEMBLY(S) ATTACHED TO POST 2'
& GATE GATE ELEVATION - (3) BAYS SHOWN
CANTILEVERED SLIDING GATE A3
NO SCALE
1 ' 2 1 3 1 4
H&k
AE LOGO
APPROVED
ALUMINUM —'
TRACK /RAIL
FOR COMIJANDER NAVFAC
ALTMTY
2" SO ALUM
SATISFACTORI'TO DATE
DES CDH
I DRW Ii/1E
CHK WAG
UPRIGHT
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
2" SQ ALUM
a E5
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RAIL
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TRUCK ASSEMBLY. REFER
TO CANTILEVERED SLIDING
z
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U
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SCALE: AS NOTED
EPROJECT NO. 7965I5
CONSTR. CONTR. NO.
ti
NAVFAC DRAWING NO.
.j
12568843
SHEET 46 OF 518
C-502
Ly_
DRAWFORM REVISION; 8 AUG 2007
5
B
I
I�

/=
® TOP OF BERM ELEV.
A TOP OF---,
WIE R�
l
CLASS 1 GROUTED RIPRAP LINED
WITH FILTER FABRIC
`ry �
c,
TIE TO EXISTING �Q
1
TOP OF BERM
ELEV - 19.50
TEMPORARY WATER -�
SURFACE ELEV/
TOP OF B10.18.75
0
CLASS 1 GROUTED RIPRAP LINED
WITH FILTER FABRIC
Ay
TIE TO EXISTING
2
TOP WIDTH-6'
SAND FILTER WIDTH
TEMPORARY WATERO
12" (TYP) I SURFACE ELEV152
©SAND FILTER
MEDIA TOP
ELEV
TOP WIDTH-3' SEDIMENT CHAMBER
SEDIMENT CHAMBER
TOP OF WIDTH (W)
RD SEDIMENT
RIPRAP
WEIR CHAMBER
TOP ELEV
12" (TYP) 11
SEDIMENT
LINEDS WITH RAP STORAGE ENT BOTITOMR
N FILTER FABRIC ELEV
QMED A BOTTOM Al A3
ELEV C-506 A C-50C
3' MIN. IMPERVIOUS CLAY CORE
COMPACTED TO 95X ASTM D-698
NOTE,
ACTUAL DEPTH (DI, D2) AND DIMENSIONS OF
IMPERVIOUS CLAY CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
SAND FIITLER BASINS 1, 3-6
CROSS SECTION D1
NO SCALE
A
TOP WIDTH-6'
12"
3' MIN.
BI0 WIIV H 1 .4
TEMPORARY WATER
SURFACE ELEV/
TOP OF BIO-18.75
Q, 810 BOTTOM
ELEV-18.00
n
PLANTING MIX
�-- IMPERVIOUS CLAY CORE
COMPACTED TO 95% ASTM D-698
NOTE:
ACTUAL DEPTH (D1, D2) AND
DIMENSIONS OF IMPERVIOUS CLAY
CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
B 1
BIORETENTION BASINS 2
cRoss SECTION
NO SCALE
A5
SIDE SLOPE
SHALL BE C-611 SAND FILTERO
SOD MEDIA TOP
ELEV. oo z
04 0
TEMPORARY WATER® N
'� �• SURFACE ELEV.
= = SIDE SLOPE
SHALL BE /A5
r SOD C-611
F: f
1---- PROPER GEOTEX 351 OR
SAND FILTER WASHED-__.
EQUIVALENT NONWOVEN
G,WMEDIA BOTTOM C D GEOTEXTILE. NO GEOTEXTILE
ELEV 1 CHOKING
STOSHALL BE PLACED OVER
I THE BOTTOM OF THE BASIN.
do° o° o oo$ oo�.�
00 6o pu o 00o O o o °O o o O O
CLEAN, WASHED o 0tj
0 °Oo°o°�o° 00 O°o°C�'o°a °Oo o°68o = z °O
ASTM D4T8 °OD (]o� o o° °Do�o° 0000 ao a 0 O°Oa aOc�G
NO.57 STONE o --REFER TO GRADING
��" AND DRAINAGE PLAN
6"-8" FOR EXACT SIZE AND
UNCOMPACTED SUBRGRADE.SCARIFY PEFORATED NUMBER OF UNDERDRAINS
PIPE -
TOP 3" WITH TEETH OF EXCAVATOR/
BACKHOE BUCKET IMMEDIATELY PRIOR 2" MIN. CRUSHED STONE BEDDING. THE
TO MATERIAL PLACEMENT BEDDING SHALL EXTEND AT LEAST 4"
ON EACH SIDE OF THE PIPE.
SAND FILTER BASINS SUBSURFACE
CROSS SECTION Al
NO SCALE
8" OF GRAVEL
(DEPTH-12")
3'-5' OF SOD
8" OF GRAVEL
(DEPTH - 12")
3' OF SOD
SEDIMENT CHAMBER TOP WIDTH-3'
EN
SEDIMENT GTH ( )CHAMBER
WIDTH (W) VIPRAP
OP OF
DSEDIMENT
CHAMBER WEIR
TOP ELEV 12" (TYP)
o 0
-- o
(SEDIMENT
�/ CHAMBER 12" SEDIMENT CLASS 1 RIPRAP
BOTTOM STORAGE LINED WITH
ELEV FILTER FABRIC
TEMPORARY WATERO
SURFACE ELEV
j N TIERQMDA OP
ELEV
©MED A BOT OM Al A3
ELEV C 506 C 5D6
SEDIMENT
CHAMBERCHAMBER
FILTER
LENGT
F(W)SEDIMENT
TOP WIDTH-3'-
SAND ND
ILTER
WIDTH
CHAMBER
TOP OF
WIDTH (W)
SEDIMENT
RIPRAP
WEIR
TOP ELEV
TEMPORARY
WATERO
SURFACE ELEV
12" (TYP)80
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LINED WITH STORAGE
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ELEV
FILTER-/
Al
A3
GTOM
OMEDIA
BOTTOM
ELEV
C-506
C-506 --REFER TO GRADING
PLAN ON
C-304 FOR EXACT SIDE SLOPES
SAND FILTER BASINS T 8 &14
C3
CROSS SECTION
NO SCALE
BASIN #
BASIN ELEVATIONS
SAND FILTER
DIMENSIONS (FT)
SEDIMENT CHAMBER
DIMENSIONS (FT)
(TEMPORARY
WATER
SURFACE
ELEV.)
(TOP
OF
BERM
ELEV)
(SAND
FILTER
MEDIA
TOP
ELEV)
(TOP OF
RIPRAP
WEIR
ELEV)
SEDIMENT
CHAMBER
BOTTOM
ELEV)
(SEDIMENT
CHAMBER
TOP
ELEV)
(SAND
FILTER
MEDIA
BOTTOM
ELEV)
LENGTH (L)
WIDTH (W)
LENGTH (L)
WIDTH (W)
1
14.00
r1470
j 13.00
1 14.00
1 12.00
j 14.00
j 11.50
71.00
62.00
56.00
42.00
2
SEE DETAIL 81 (THIS SHEET)
3
11.00
11.70
10.00
11.00
9.00
11.00
8.50
236.00
30.00
42.00
48.00
4
21.00
21.50
20.00
21.00
19.00
21.00
18.50
67.00
21.00
21.00&72.00
21.00
5
13.00
13.70
12.00
13.00
11.00
13.00
10.50
126.00
34.00
135.00
15.00
6
22.00
22.70
21.00
22.00
20.00
22.00
19.50
77.00
22.00
77.00
9.50
7
21.00
20.00
21.00
19.00
21.00
18.50
46.00
17.00
38.00
15,00
8
20.00
19.00
20.00
18.00
20.00
17.50
57.00
28.00
54.00
21.00
9
19.00
18.00
19.00
17.00
19.00
16.50
56.00
23.00
57.00&32-OC
9.00
10
19.00
17.50
19.00
17.00
19.00
16.50
22.00
206.00
203.00
9.00
11
18.00
17.00
18.00
16.00
18.00
15.50
32.00
13.00
24.00&27.0
13.00&10.00
12
18.00
17.00
18.00
16.00
18.00
15.50
47.00
44.00
66.00&14.00
17.00&9.00
MATERIAL
SPECIFICATION
NOTES
WASHED SAND
ASTM C33 SAND
CHOKING STONE
ASTM C33 *8 OR 089 WASHED
LAY 4" CHOKING STONE BELOW WASHED SAND AND ABOVE
AGGREGATE
WASHED *57 STONE.
BASIN 2 WILL NOT HAVE THIS LAYER.
CRUSHED STONE
CRUSHED *57 STONE,
PLACE A MINIMUM OF 2" BELOW UNDERDRAIN
APPROXIMATELY %4" STONE SIZE
UNDERDRAINS
SCHEDULE 40 OR SDR 35 SMOOTH
INSTALL UNDERDRAIN PIPE ABOVE THE OVER EXCAVATED
WALL PVC PIPE
LAYER. PLACE EACH UNDERDRAIN ON A 0.51 SLOPE
MINIMUM, LOCATED NO MORE THAN 10 FEET FROM THE
MIN 4 ROWS OF PERFORATIONS
NEXT PIPE. INSTALL T'S AND Y'S AS NEEDED.
SHALL BE PROVIDED AROUND
DIAMETER OF PIPE WITH 3/8" TO
PIEFORATIONS AT 6 INCHES ON
CENTER
LATERAL SPACING NO GREATER 10'
CENTER TO CENER
SAND FILTER MATERIAL SPECIFICATION (A3
1 ' 2 ' 3
5
-v- V
TOP WIDTH-3' SEDIMEH T CHAMBER
LENSEDIMENT HAM
TOP OF WIDTH (W)
RIPRAP ® SEDIMENT1
WEIR CHAMBER \
TOP ELEV
12" (TYP)
\/17-i i - SEDIMENT
CLASS 1 RIPRAP 12" SEDIMENT CHAMBER
LINED WITH STORAGE BOTTOM
FILTER FABRIC ELEV
SAND FITLER BASINS 9, 11 &12
D5
CROSS SECTION
NO SCALE
co n
0 0
acal
. -A C
``````►►►u►►ur umnrrrrpq�i
SEAL
S51 '
3'-5' OF GRASS = 038487
EACH SIDE OF r _ / /r� WEIR '
AC F, BIORETENTION BASIN 0 'FNGIK�I
r5_� o - ADJACENT TO fit` ``� c
C-611 a' GRAVEL (AS SHOWN '''''7�r�rDRllc0`,
ON DETAIL D5 & B1
y l., 11 - y o THIS SHEET)
SEAL
��
S ` o
y 4r o0
8" OF GRAVEL EACH SIDE
co
OF BIORETENTION BASIN
VARIES
y VAy y (AS SHOWN ON DETAIL D5
o° & B1 THIS SHEET)
SC'rMga' y / 4PLAyNTI1NGS / °
OA f •y y � y y
PONDING AREA
r 9" DEPTH
PLANTINGS-, , DEPTH OF PLANTING MIX SHALL
i r r BE 2'. WHEN IN FILL SECTIONS,
PERMEABLE GEOTEXTILE FILTER EXTEND PLANTINGS MIX TO
W
a
0
H&
AE LOGO
APPROVED
FOR CMANDER NAYFAC
ACTMTY
FABRIC (SURROUND PLANTING EXISTING GROUND.
MIX 4" FROM GROUND SURFACE)
SATISFA90W TO IATE
DES CDH
DRW HAE CHK WAG
NOTE
PM/DM
BRANCH MAGER
CONCRETE OUTLET STRUCTURES ARE SHOWN ON SHEET C-509
CHIEF ENG/ARCH
FIRE PROTECTWN
z z
<
U X
z
W
INSTALLATION
J
1. THE PLANTING MIX SHOULD BE APPROXIMATELY 85/. SAND, 10/. SILT OR TOPSOIL, AND 5%
o
? z a'
ORGANIC OR LEAF COMPOST, WITH AN INFILTRATION RATE OF 2.0 IN/HR. THE MAXIMUM CLAY CONTENT
z o
w 0
SHALL BE LESS THAN 10%. THE MINIMUM DEPTH OF THE PLANTING MIX SHALL BE 2-FEET FOR GRASS
R z
La
w - 0
BIORETENTION AREAS.
Lu ❑ I
U
2. AN OVERFLOW WEIR (SPILLWAY) OR OUTLET STRUCTURE SYSTEM SHALL BE CONSTURCTED TO PASS
z Z o
a
RUNOFF VOLUME$ GREATER THAN THE DESIGN STORM AWAY FROM THE BIORETENTION AREA.
Ln a
U O
u)
INSPECTION AND MAINTENANCE:
¢ Z
0
1. REGULAR INSPECTION AND MAINTENANCE IS CRITICAL TO THE EFFECTIVE OPERATION OF BIORETENTION
U
L.L Q
z V
w
AREAS AS DESIGNED. MAINTENANCE RESPONSIBILITY OF THE BIORETENTION AREA SHALL BE VESTED
Q 0
i
WITH A RESPONSIBLE AUTHORITY BY MEANS OF A LEGALLY BINDING AND ENFORCEABLE MAINTENANCE
a Z
-
AGREEMENT THAT IS EXECUTED AS A CONDITION OF PLAN APPROVAL.
z
❑ �
w
2. THE SURFACE OF THE PONDING AREA MAY BECOME CLOGGED WITH FINE SEDIMENTS OVER TIME.
CORE AERATION OR CULTIVATING UNVEGETATED AREAS MAY BE REQUIRED TO ENSURE ADEQUATE
z
CD
FILTRATION.
❑ 0
Z
OTHER REQUIRED MAINTENANCE INCLUDES BUT IS NOT LIMITED TO:
Ill
1. PRUNING AND WEEDING TO MAINTAIN APPEARANCE SHALL BE DONE PERIODICALLY AS NEEDED.
Ill
0 J
w
SODDED AREAS SHALL BE REPLACED OR REPLENISHED 3-TO 4-INCHES THICK AS NEEDED.
1-
(f) LJJ
TRASH AND DEBRIS SHALL BE REMOVED PERIODICALLY AS NEEDED.
J
2. GRAVEL ADJACENT TO PARKING AREAS SHALL BE KEPT CLEAR OF DEBRIS AS IT IS INTENDED TO ACT
U
0
ck�
AS AN ENERGY DISSIPATION DEVICE.
Q LL
z V 0
O
Z J
wr0
z<
BIORETENTION DETAILA5 �Y:
z Q
= ro
_ _ A
NO SCALE JUL 02 2C13 �
z
�
, z
v �U
BY:
� �
m
c> W
o z
�
SCALE: AS NOTED
EPRWECT NO. 796515
CONSTR. CONTR. NO.
REVISED BASIN 6 AND
NAWAC DRAWING NO.
INSTALLATION NOTE 3
12568847
2 REVISED AND ADDED
SHEET 50 OF 518
C-506
BASIN DETAILS
DRAWFORM REVISION: 6 AUG 2007
4
5
C

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'177
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•
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l•1 i:1:!'.�' ?�r
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5
TEMPORARY SEEDING
RECOMMENDATIONS FOR LATE
WINTER & EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) ---------------------------- l20
ANNUAL LESPEDEZA (KOBE IN --------------
PIEDMONT AND COASTAL PLAIN- - - - - - - - - - - - -
KOREAN IN MOUNTAINS)-------------------50
D
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
TO
IS NOT EXTEND BEYOND JUNE.
SEEDING DATES
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS
C
MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE..
SEEDING DATES
COASTAL PLAIN - APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) --------------------------- 120
B
SEEDING DATES
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15.OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
SOD FOR: COASTAL PLAIN
WARM SEASON GRASSES: VARIETIES REGION OF ADAPTATION
CENTIPEDEGRASS----------------------- EMERALD, MEYER PEIDMONT AND
___________COSTAL PLAIN
MAINTENANCE
AFTER THE FIRST WEEK, WATER AS NECCESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE
ROOT ZONE AND PREVENT DORMANCY OF THE SOD.
DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT
SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED.
FOR SOD AREAS, EXCLUDING THE BIORETETION BASINS, AFTER THE FIRST GROWING SEASON,
ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL
TEST RECOMMENDATIONS WHEN POSSIBLE, OR USE THE RATES IN TABLE 6.12b ACCRODING
TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
MAINTENANCE FOR SOD IN BIORETENTION BASINS, SHALL BE IN ACCORDANCE WITH NCDENR
BMP MANUAL CHAPTER 12, SECTION 12.4.1.
NOTES:
1. THE SEEDING INFORMATION ON THIS SHEET WAS TAKEN FROM THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. FROM STATE SOIL
DATA IT APPEARS THAT PERMANENT SEEDING NO. 1CP MAY BE BEST SUITED FOR THIS
SITE.
2. THE CONTRACTOR SHALL OBTAIN A SOIL ANALYSIS FROM A CERTIFIED LABORATORY TO
CONFIRM THE ON SITE SOILS. THE ANALYSIS SHALL MAKE RECOMMENDATIONS FOR
SOIL AMENDMENTS TO ACHIEVE THE BEST GROWTH MEDIUM AND THE BEST SEED
MIXTURE FOR THE INTENDED SITE USE (LOW MAINTENANCE WITH NEAT APPEARANCE).
3. THE SOIL ANALYSIS AND RECOMMENDATIONS SHALL MEET THE APPROVAL OF THE OWNER'S
REPRESENTATIVE PRIOR TO PREPARING THE SOILS FOR SEEDING
/�Al► A
a_
a
a
a
0
0
a DU
N
W -
o
MULCHING MATERIAL AND APPLICATION RATES
MATERIAL RATE PER ACRE QUAILTY NOTES = -
036487
ORGANIC MULCHES
i���rrrur�niE��+titiu++++++
STRAW ---------------- 1-2 TONS ---------------- DRY, UNCHOPPED, UN-_--____ SHOULD COME FROM WHEAT Sm
WEATHER; ADVOID WEEDS. OR OATS, SPREAD BY HAND
OR MACHINE; MUST BE TACKED
DOWN.
WOOD CHIPS ----------- 5-6 TONS ---------------- AIR DRY ---------------- TREAT WITH 12 LBS NITROGEN/TON.
APPLY WITH MULCH BLOWER, CHIP
HANDLER, OR BY HAND, NOT FOR
USE IN FINE TRUF.
WOOD FIBER ----------- 0.5-1 TONS ---------------------------------------- ALSO REFERRED TO AS WOOD H&k
CELLULOSE. MAY BE HYDRO -
SEEDED. DO NOT USE IN HOT, AE LOGO
DRY WEATHER. „PPRGVM
BARK ----------------- 35 CUBIC YARDS ---------- AIR DRY, SHREDDED OR----- APPLY WITH MUCH BLOWER,
HAMMER -MILLED, OR CHIPS. CHIP HANDLER, BY HAND. DO
NOT USE ASPHALT TACK.
FOR COUMANDER NAVFAC
CORN STALKS ---------- 4-6 TONS _______________ CUT OR SHREDDED IN------ APPLY WITH MUCH BLOWER, AcrmrY
4-6 IN. LENGTHS. BY HAND. NOT FOR USE IN
FINE TURF.
SATISFACTORY TO DATE
SERICEA-------------- 1-3 TONS ----------------- GREEN OR DRY; SHOULD DES COH DRW IHM I CHK WAG
CONTAIN MATURE SEED.
PM/DU
BRANCH MANAGER
NETS AND MATS CHIEF ENG/ARCH
JUTE NET------------- COVER AREA -------------- HEAVY, UNIFORM; WOVEN OF_- WITHSTAND WATERFLOW. BEST FIRE PROTECTION _ -
SINGLE JUTE YARN.. WHEN USED WITH ORGANIC MULCH. B
z z C� ;!
Q Z Li ■
FIBERGRASS NET ------- COVER AREA -------------------------------------- WITHSTAND WATERFLOW. BEST �
WHEN USED WITH ORGANIC MULCH. o J Z Z I-
0
EXCELSIOR MAT --------- COVER AREA -------------- ONTINUOUS FIBERS OF ------ WITHSTAND WATERFLOW. Z oCc O w
(WOOD FIBER) DRAWN GLASS BOUND J �, O ~
La O
TOGETHER WITH A NON- Z❑ o Iz Q C) Z
FIBERGLASS ROVING----- 0.5-1 TONS --------------- TOXIC AGENT. -_----___-__ APPLY WITH A COMPRESSED AIR z z g
EJECTOR. TACK WITH EMULSIFIED w Q_ Q 2 Z —�
ASPHALT AT A RATE OF 25-35 w
GAL/1000 SO. FT. Z U O
CHEMICAL STABILIZERS O Q O
U
AQUATAIN FOLLOW MANUFACTURER'S NOT BENEFICIAL TO PLANT GROWTH. Z U -
SPECIFICATIONS Z Z Z
❑ � AEROSPRAY L.Li
W
CURASOL W
z � uj
o -
CURASOL AK
z ❑O o
PETROSET SB w ___I W Q
TERRA TACK H 0 W OZ
CRUST 500 U Z p
cy-
GENAQUA 743 < r�r�� rrR�R Lv
M-145
z J z V V
� Q LLJ
�LLJ
za HMO
— ZMi
A
z
a m W
a U _
O z �
SCALE: AS NOTED
EPROJECT NO. 796515
CONSTR. CONTR. NO.
t
NAVFAC DRAWING NO_
12568860
::. t L. SHEET 63 OF 518
BY. "? C-61 0
DRAWFORM REVISION: B AUG 2007
2 3 4 5

1 1 2
3
FIN
C
I
DRAINAGE CHANNEL OUTFACES
OUTLET
NUMBER
PIPE
DIAMETER
CFS
(10 YR)
FPS
(10 YR)
W1
(FT)
W2
(FT)
La
(FT)
d50
(FT)
dMAX
COMMENTS
k FA
(FT)
t
24"
14.91
5.70
6
22
16
0.50
0.75
OUTFACE PROTECTION PROVIDED
8
15"
6.55
5.34
4
16
12
0.50
0.75
OUTFACE PROTECTION PROVIDED
18
15"
6.92
5.64
4
16
12
0.50
0.75
OUTFACE PROTECTION PROVIDED
20,22,43
15"
2.64
4.13
4
12
8
0.50
0.75
OUTFACE PROTECTION PROVIDED
24
15"
1.77
3.$3
4
10
6
0.50
0.75
OUTFACE PROTECTION PROVIDED
26
15"
3.45
4.21
4
12
8
0.50
0.75
OUTFACE PROTECTION PROVIDED
29
12"
2.28
4.47
3
12
8
0.50
0.75
OUTFACE PROTECTION PROVIDED
35
18"
5.92
5.36
4.5
14
10
0.50
0.75
OUTFACE PROTECTION PROVIDED
38
30"
18.53
6.55
7.5
28
1$
0.50
0.75
OUTFACE PROTECTION PROVIDED
47
15"
2.0
3.03
4
12
$
0.50
0.75
OUTFACE PROTECTION PROVIDED
63
15"
7.04
6.91
4
18
12
0.50
0.75
OUTFACE PROTECTION PROVIDED
65
15"
3.07
4.01
4
12
8
0.50
0.75
OUTFACE PROTECTION PROVIDED
BASIN •1
--
12.69
1.58
--
22
13
0.50
0.75
OUTFACC PROTECTION PROVIDED
BASIN 02
--
7.00
1.79
--
8
10
0.50
0.75
OUTFACE PROTECTION PROVIDED
BASIN 03
--
26.66
1.69
--
611
ADDED BASIN *6 !,
2 \ REVISED CFS AND FPS
TYPICAL SLOPE CROSS SECTION
EROSION CONTROL BLANKET Al
NO SCALE O
A NOTES
1. BLANKET SHALL SHALL BE PER SPECIFICTIQN 31 32 11
SOIL AND SURFACE EROSION CONTROL.
2. SHALL BE INSTALLED ON ALL SLOPES 4=1 AND GREATER
IMMEDIATELY AFTER SURFACE IS BROUGHT TO FINAL
GRADE.
3. SOD AFTER INSTALLATION.
6' GRAVELS \-R
SECTION A -A OR FILTER FABRIC
OUTLET STABILIZATION nC3
STRUCTURE
NO SCALE OP
POST SHOULD BE A MINIMUM BETWEEN POSTS
6 FT. LONG, STEEL "T" STAKE 6' FOR PLASTIC FENCE
10' FOR WELDED WIRE
3'
ANCHOR PATTERN
NOTES
1. ANCHOR PATTERN 1.8 ANCHORS (1�/z ANCHORS SQ YDJ
2. U-SHAPED WIRE STAPLES, METAL GEOTEXTILE PINS,
TRIANGULAR WOODEN OR PLASTIC STAKES CAN BE
USED TO ANCHOR TRMS TO THE GROUNE SURFACE.
STANDARD STRENGTH FABRIC
WITH WIRE FENCE
6' MAX STANDARD STRENGTH FABRIC
WITHOUT WIRE FENCE
/WIRE
FENCE I
(DOWNSTREAM VIEW)
VDOT NO. 1
COARSE AGGREGATE Qo
DOS p_�� ?-1.0, aQ4
FLOW
FENCE MATERIAL MAY BE NO SCALE CHECK DAM
14 GAUGE WELDED WIRE
OR PLASTIC
c�
w
wE
U
ZL. �
w
NOTE: TREE PROTECTION FENCING SHOULD BE MAINTAINED
THROUGHOUT CONSTRUCTION.
TREE PROTECTION FENCE nB3
INSTALLATION D ETA I L
NO SCALE G
STEEL
POST
PLASTIC OR
WIRE TIES
[NATURAL
GROUND
�slL �r ali tlr �t �I+ �li�
FILTER FABRIC
8" DOWN AND 4"
FORWARD ALONG
THE TRENCH
4
a
a
WIRE
FENCE
2
FILTER
W
o
FABRIC
a
C)
BACKFILL TRENCH
AND COMPACT
THROUGHLY
NATURAL
STEEL GROUND
POST
Q
1 �I I -I I F11 UPSLOPE
a
IF=_IIF-IIFII
I I I -I I E3 I I -I I
m
co
I I I -I 11-1 I I-1 l
Z
a
o
,U
cv I I-1 ! I -III -III
X
�
a
a
�
Vl
4" MIN
SEDIMENT SILT FENCE D5
NO SCALE SF
L - THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
A M
SPACING BETWEEN B4
CHECK DAMS
NO SCALE CD
TOE OF FILL
/-OUTLET
o
CULVERT
TOE OF FILL
o
DISTANCE IS 6' MINIMUN
IF FLOW IS TOWARD
SILT FENCE---/ EMBANKMENT
CULVERT INLET
A4
PROTECTION
NO SCALE CIP
2 ' S ' 4
1 r 1 _ a.r 44 4 -
•'�,-- - j i - •�..-..i Cs'.. .'.-- .,_., .tk ..a ♦+, .-J �•»�Iis. t\.'E.: ..,.. e•!' i. ► -0m.1J, iti•l �. �.._a, t,i.
'ice, tie ■ 1.. 1-_111--aa.�L :�d_S':tii i ' �3'a.i= �- Z'r�a {�..Li s-'---Qidl33A-%& A-zi- Itl��iils- 9IL
CROSS-SECTION VIEW
NP��ma w
SE
036487
%�.' 'FNG t ............ �<C�
„rrrD1rr,11",,,,►111
SEAL
H&k
AE LOGO
APPROVED
Use pegs or stables to fasten sod firmly at the 6-10 r,
FOR
ends of strips and in the center, or every 3-4' AU COMMAhbER ""'F"C
if the strips are long. When ready to mow,
drive pegs or staples flush with the ground. ! �-- �' - 'w--��-••••Pt,- •., ..yk•,
�Peg orf
staple 3 6UACTORr TO DATE
DES C 11 I DRW RAE CHK WAG
PM/DM
- BRANCH MANAGER
'M `•-�" 91EF ENG/ARCH
E PROTECTION
y - In critical areas, secure
"`"'� '` •^~ � sod with netting and X
staples. Z W
+.-.er...•..+�t A-4 w _j
a t4w-w . 1u - - �. + • . - Z 0-
CDw02 _j
- .w. Lay sod in a staggered - Q U Z
r•��::��-,.:�., pattern with strips butted �.._:,:...x._�.. p oC 0
... •-• - • _ tightly against each other. A Z O p z
�.- �~ • ,�,.,, sharpened mason's trowel can 0 LL Q C)be used to tuck down the ends U
,�. ., ,... �.. and trim pieces. CD
-j V
..z -
., . .�._ • �-.., .. -.. • a
Z oC ❑ � w
W C
Z
QC
Correct C
w
Butting --angled ends caused by the automatic 0 Q2 cn
C& An Incorrect sod cutting must be matched correctly. Z ❑ O o
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Roll sod immediately to Water to a depth of 4" Mow when the sod is es- a o W
achieve firm contact as soon as the sod is tablished (2-3 wks). Set o Z H
with the soil. laid, and continue the mower high (2-3"). SCALE: AS NOTED
watering as needed. EPROJECT NO. 796515
CONSTR. CONTR. NO.
SODDING A5 NAVFAC DRAWING NO.
12568861
NO SCALE SHEET 64 OF 518
C-611
5 ORAWFORM REVISION: 6 AUG 2007
4+
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