SW8130906_APPROVED PLANS_20191023

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 130gOU
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2.0\°I 10 2 3
YYYYMMDD

REVISIONS
CONSTRUCT PARKING LOTS,
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE CAMP LEJEUNE
CONTRACT NO. N40085-13-B-0124
9S,—B - ="N.= \fora
ui •
EA ER
W WERE
ERE
AN STATE -If
AS e
Z _ 4
l asaF� l I
LANDFILL
PoIN
lA­
EIR
'II \ FRENCH BORROW PIT
' 1 C CREEK
ew'
All
`-�
__l A..;
REFJE II /
RAN
a f
4 �f
�VC
1 � O o
F�
P
I PS
SEE SHEET C-1 FOR SITE LOCATION MAPS
6000 0 6000 12000
SCALE OF FEET
LOCATION MAP - U.S. MARINE CORPS BASE
CAMP LEJEUNE, NC
SPECIAL SEEDING NOTE
CUT & FILL SLOPES 3:1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3'1 SHALL BE PROVIDED W-H TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED.
I VICINITY MAP - CAMP LEJEUNE, N.C. I
NAVFAC NO.
SHEET NO.
TITLE
60013978
CS
COVER SHEET
60013979
C-1
SITE LOCATION MAPS
60013980
C-2
BUILDING 313- EXISTING CONDITIONS AND DEMOLITION PLAN
60013981
C-3
BUILDING 313- SITE LAYOUT PLAN
60013982
C-4
BUILDING 313- SITE GRADING PLAN
60013983
C-5
BUILDING 313- STORMWATER POND PLAN
60013984
G-6
BUILDING 1747- EXISTING CONDITIONS AND DEMOLITION PLAN
60013985
G-7
BUILDING 1747- SITE LAYOUT PLAN
60013986
C-8
BUILDING 1747-SITE GRADING PLAN
60013987
C-9
BUILDING 1747- STORMWATER POND PLAN
60013988
CG10
FC255- EXISTING CONDITIONS AND DEMOLITION PLAN
60013989
C-11
FC255-SITE LAYOUT PLAN
60013990
C-12
FC255-SITE GRADING PLAN
60013991
C-13
FC308- EXISTING CONDITIONS AND DEMOLITION PLAN
60013992
C-14
FC308-SITE LAYOUT PLAN
60013993
C-15
PC308-SITE GRADING PLAN
60013994
C-16
FC308- STORMWATER POND PLAN
60013995
C-17
FC375-SITE LAYOUT PLAN
60013996
C-18
FC375-SITE GRADING PLAN
60013997
C-19
DETAILS
60013998
C-20
DETAILS
60013999
E-1
BUILDING M3- SITE ELECTRIC PLAN
60014000
E-2
BUILDING 1747-SITE ELECTRIC PLAN
60014001
E-3
FC255- SITE ELECTRIC PLAN
60014002
E-4
FC308- SITE ELECTRIC PLAN
60014003
E-5
ELECTRICAL DETAILS
APPROX.
APPROXIMATE/APPROXIMATELY
CC
CONTRACTION JOINT
OF C/L
CENTER LINE
OF
CUBIC FEET
GOUT.
CONTINUOUS
CMP
CORRUGATED METAL PIPE
CONIC.
CONCRETE
CPP
CORRUGATED P14STIC PIPE
CUMM.
CUMULATIVE
Dlq 0
DIAMETER
DI
(STORM DRAIN) DROP INLET
DMH
DRAINAGE MANHOLE
EL=, ELEV
ELEVATION
F
FASTING
ELEC
ELECTRIC I ELECTRICAL
ETC.
ET CETERA
EX., EXIST.
EXISTING
FES
FLARED ENO SECTION
FH
TIRE HYDRANT
TIME
HEADING VENTILATION AND AIR
CONDITIONING (EQUIPMENT)
INV
INVERT
MAG
MAC NAZI. (CONTROL)
MAX
MAXIMUM
MIN
MINIMUM
N.
NORTHING
NO-/1
NUMBER
PIV
POST INDICATOR VALVE
PVC
POLYVINYL CHLORIDE (PIPE)
RCP
REINFORCED CONCRETE PIPE
SMH
SANITARY SEWER MANHOLE
SF
SQUARE FOOLLEET
SLT
SILT FENCE
TSM
TEMPORARY BENCHMARK
TOP-
TYPICAL
VOL.
VOLUME
WWF
WELDED WIRE FABRIC
&
AND
a
AT
2
PLUS OR MINUS
%
PERCENT
H i
CA k\ 4/0/13
CIVIL LEGEND
EXISTING
RSCRIPHON
NEW
WATER VALVE
PN ®
POST INDICATOR VALVE
0
SANITARY SEWER MANHOLE
QE
ELECTRIC MANHOLE
©
COMMUNICATIONS MANHOLE
0
STORM DEAN MANHOLE
o CO
SANITARY SEWER CLEANOUT
❑
STORM DRAIN DROP INLET
}�
FIRE i
iPED® D7
COMMUNICATIONSIONS PEDESTAL
m, o<
unun PULL/PEACE WITH ucnT
F
GUY WIRE
DITCH/SWALE CENTERLIN'
—5 —
SANITARY SEWER (GRAVITY)
— —o--
STORM SEWER
p
----W---
DOMESTIC WATER
— — —OHE— — —
OVERHEAD ELECTRICAL-
- UGE — —
UNDERGROUND ELECTRICAL
UGE -
- UGC— — —
UNDERGROUND COMMUNICATORS
FENCE
FOOD
C.
CONCRETE
0
O
ASPHALT
0
E ----- L
GRAVEL
A
SURVEY CONTROL POINT
AN
x 500
SPOT ELEVATIONS
HI
- — — -25- — — -
CONTOUR ONES
28
a
TREE
TREE LINE / CLEARING LIMN
---CL----
SILT FENCE
--SLT---
-- — q
SOURCE/DESDINATION UNKNOWN
SIGN
v
CHECK DAM
PIPE INLECOUTLET PROTECTION
❑
STORM DO INIA PROTECTCN
DEMOLITION ITEMS
X
NOTE.
T. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT SHALL BE OBTAINED FROM
THE FRENCH CREEK BORROW PIT OR FROM A PROPERLY PERMITTED COMMERCIAL
BORROW PIT AT THE CONTRACTORS OWN EXPENSE.
2. NO WETLAND AREAS ARE LOCATED WITHIN THE PROJECT LIMITS OF DISTURBANCE.
w1R:) CD
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHAH COMPLY AS FOLLOWS:
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL, OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
EROSION CONTROL NOTES:
SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
I. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT AREAS-
2. CONSTRUCT STORMWATER PONDS AT DESIGNATED PROJECT AREAS. POND SHALL
BE UTILIZED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION.
3. INSTALL SILT FENCING, DROP INLET PROTECTION, AND CHECK DAMS AT
DESIGNATED PROJECT AREAS.
C COMPLETE IMPROVEMENTS AS INDICATED.
5. STABILIZE AND SEED ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.
6. RESEED AS NECESSARY TO ESTABLISH FINAL VEGETATION.
7. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED
WHEN DEEMED NECESSARY BY THE CONTRACTING OFFICER OR THE NCDENR'S
LAND QUALITY SECTION.
8, REMOVE ACCUMULATED SEDIMENT FROM STORMWATER POND AT COMPLETION OF
CONSTRUCTION.
9, REMOVE SILT FENCING, CHECK DAMS, AND GRAVEL CONTROL ENTRANCE ONCE
VEGETATION IS 95% ESTABLISHED.
MAINTENANCE PUN
1. THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL
DEVICES AND STORM WATER OUTFACES BE INSPECTED WEEKLY AND WITHIN 24 HOURS
OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS
STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEMNG SEEDING. TO
FACILITATE RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON -SITE. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE
FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL
MEASURES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH ALL PERMITS AND PLANS. ANY CHANGES MUST BE APPROVED BY THE STATE
PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN,
LETTER OF APPROVAL AND INPUTS CONSTRUCTION PERMIT MUST BE MAINTAINED BY
THE CONTRACTOR AT THE PROJECT SITE.
2. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ANY SEDIMENT TRACKED ONTO THE
ADJACENT ASPHALT ROAD SHALL BE REMOVED ON A DAILY BASIS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND
DROP INLET PROTECTION WHEN THE SEDIMENT ACCUMULATES TO A DEPTH OF SIX
INCHES (6') MAXIMUM.
PRY BO%15YA
NEW BERN. NO
ME
CNK J.CAV .",UBMRED BYDESIGN MR. BRIAN R. MARSHBLRN, PEArl>RovED: PWnaaolcc SAHSFACTCRYTO:
CS
® MARINE CORPS BASE
CAMP LEEUNE NplMOWNED"
CONSTRUCT PARKING LOTS,
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE, CAMP LEJEUNE, NC
COVER SHEET
MITE `ME
COLNIOEM.N] NAVFAC REAMING NOT
F Boost 6001397E
LATE CUNafR CENER. NO. IAA00l61aMHOEIA
SCNE: NOTED SPEC. 053m2E SHEET 01 OF 26

i � Y
HlA '�/
/ < e
T
6EW PAWW LOTH
�WIM 313 ARFA
�� ✓ j (SIEEIS C 2 TO C 5)
SITE LOCATION MAP - BUILDING 313 AREA
NOT TO SCALE
!
e
SITE LOCATION MAP - BUILDING 1747 AREA NOT TO SCALE
f1 tj 1L }�
6
Z "a��
i .
w
1 ti
g '✓` f N
SITE LOCATION MAP - BUILDING FC-255 AREA NOT TO SCALE
e
SITE LOCATION MAP - BUILDING FC-308 AREA NOT TO SCALE
.•`�\� ` + _, -t III I�+�.
wA FC-115 /f 1
r
NEN
(9UYI
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Ta
�alfi� y� -- n
SITE LOCATION MAP - BUILDING FC-375 AREA NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS
A THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTORS ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G.FILM, TAPE DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE M THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

- REVISIONS
EXCONCRETE <�<-C
236 SIDEWALK e
as0
Ap /
-°A6 EX CONCRETE
4V =23. 6�� 24/ ���,2 ^ 4. SIDEWALK <��X
�V A
\-2a--°"03 J
r� x2236 � � 3R2 � 2 �
99 EX CONCRETE � �
2154 3 / / SIDEWALK A /
- ��I 2290
D .__--_-__._- ���
ZJ.�04�-�� / x223/ 4
1259 1 M,7 -H, \ \ FC31
c EX. ASPHALT, 22.60
\ x22.36 ,� �, T EX. 12'
Y.Di /S9A' 2203 .226fi�� �EX. ASPH4Li� / / '3n / ��LS /
i N
/
7LLQ xaT4 /Nv 83
3 x 2258 A Tx / \ A
ti�/ 2236 -22.31 / A, IX CONCRETE
2D2 EX 18" RCP �� SIDEWALK
V � / -_ 'N
2261 x2215 2205 <225s EX. SIGN
•'/ x / // 332 /
o E
/" �.. 224'.. 2223 EX 18' RG RI '-21 72 \ 1 I
.2 1 Id"' Ie22 v v EE 2i C ,-23 ' /sue �/
3 2z Da \ z1,n3` / IX. CONCRETE
t y� 2221 222a \ SIDEWALK
`.2l x 220 04. �
TBM 'MAC*
V
_-
9
a4n3a/ vao zz/ ELEV=24.54'
rycEXhSPHAL22.26 212 �
49 I
x2201 �
W G
1 `Ex_ WGODED �'� / T/ e2 m 1 '2<\ / u.Ds
V
� 20 401 �� v 1 ,,i � ______ =zz.11 // � Gj � F ` x 22.27 /
m
l/ 1 s xz�6 3 i xas9 X"oYA'
260 h 44) x2531
x2205
vd3 / 324 '�• /� x20i�s 2524
\ 22 8 / VI
x2t90 I \�� / / 25 67
�Ex_ ASPFALT� j
49 x 558
) XTE
2rVR<$FIH �i A 2\
\ EY 4OFj \ 1 / / /
\ \ A \�T V ��� \� / A 2�.36 L54 x 25.81 25.8.3
/ �00C z 2 38 \
N N
\ G \ 3 d �p \ 1j i 2 / / TEN 600
�'£a/X q�A tl� i A / A ELEV.-26.00'
\ x 225J/� WOODS / /x x.i� �.
i1 25
24s4 V A
3054-j I A / 2525
1` Ask/ A A V ' I A A 5,01 x25�4 506 2i60
x 2459/ 2
SEX. WOODEDA
I
�0 A245 x Tx p.45 f ml
Z335 x24.81 x255( 2142 a
tif, A ti� ' / / EXTENT OF NEWV A xpst
ASPHALT PARKING A 2459 V � x 2513 x 2513 /
24.9T
\EX. WOODED A \ \ \ \ / , 25-
2 x 24,41 �� _ 25.09x L _ i i <
EXTENT OF NEW 2477 24.65
\EX. WOODED ASPHALT PARKING )456
1, 24.00
A
24 00
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL, OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A ENDS - EXISTING CONDITIONS AND DEMOLITION PLAN
C-13C-13 SCALE'. 1"=20'
I
_ A
<---_-__-29__--
/ 2
/ x2321
/
�-
'� \E\ I 1 I I
I I I I
V
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x2ll 9 \x23,70
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2,, I I I I INV11 X,92jm
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ols
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�1-14 A
2383k
3 24
i
-� E%. 15 INX 84 _ 41 V 1
INV1
E 23U/ "-�^�-.
2ioJ
�PHALT
_ _� 1 60
- i 2t 60
x2154
7
``8g__.11� 1 1 21i9 / \ 22,90
A
JOGGING TRAIL (Agq
V
J I , "Ce
2 G4-__
O O la 20 4G
(FMHK: BfIIE: C = p'
CEX WOODED 1 1 I
2293
1 t 2258 \ \ 22.92x
TENT
8 V /x 21.W
\2
ELF/.-71.90-
6
\x20A
1
3 2,gp_ ---�
2,25
\0
E j
EXTENT OF NE
\ �ASPHATT JOGGING
A\
I
PTR
T
\V //
1
-\
-P1---mod=---�
x190
x9
,XEX. WOODED
20H4
--
Z� 2 /
- - \EX WOODED xt.aJ
x19,47
1)
x15T5
x'1923
I
1E 39
1855
xTcn x1757
V WOODED,
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA Of WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY_
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5, ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PUN SEE DEFAIL J, SHEET C-20.
DEMOLITION WORK ITEMS (THIS SHEET ONLY)
O REMOVE EXISTING ASPHALT JOGGING TRAIL.
Q CLEAR AND GRUB EXISTING WOODED AREA
C-13
IN
ENGINEERING,
A90 B ENGINEERING,P
CORPS BASE
BRN,MARINE
NEW 54 O INCNO ID561
NEW
PH.125 6'16ii
CAW tEJE11NE.NORTH GRtlIIN
DES. J. K AVOIDS, PE
CONSTRUCT PARKING LOTS,
DR MSPIWFF
HADNOT POINT AND FRENCH CREEK
MARINE CORPS BASE, CAMP LEJEUNE, INC
FC308- EXISTING CONDITIONS AND DEMOLITION PLAN
u°"""•••��
141.•F�RO �ii�
W
LHN. J. a ANNALS PE
suAMRTED BY
DEBII RRIANKMNSHOIJRRIPE
EAl =
6T3B
Y*{•�a
K sp
uInIY Nx
A[ PRodect tao44
APPROVED. PN00R OICC
M
Slff
F
CODEIDENr. NO
80091
NAVFAL OWNING XO.
60013991
AATISFACTORYTO'. WrE
DONRTR COMB NO. F11000S1A601'N
sc E NOTED OPEC. B-1-124 SHEET 14 OF 26

EX CONCRETE
SIDEWALK
CEX. ASPHALT,
V Xi
i
i
/
IF
XEF_ ASPHALT /
v / A- EX. 16" RGP
/o~ EX. 18' RCP \
\
°F
c EX. ASPHALT
S
1 � �0ryf
�Ex_ w000eD\
vv
CEX. WOODED
Ex. CONCRETE
SIDEWALK
-C,
TOM 'MAC'
lllELEV. 22.76'
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS'.
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTACT, UNLESS
i. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
L THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A FC308 - SITE LAYOUT PLAN
C-li C-u SCALE'. 1"=20'
20 0 10 20 40
GRAPHIC S V = 20' —
C Ex. WOODED
EX. 15'
EX CONCRETE
SIDEWALK
Jl
C31 2
\V/
II� v1 I 1
I 1
EX. CONCRETE
SIDEWALK
C EX- ASPHALT
/ f
R 35 j t
\
F 2 �
/ \
CEX. WOODED, 44,
INV=17.93 \
EX gSPHALi JOGGING TRAIL (ARANDONED)
°Hf
\ ELEV.-2iITu 'MAG
\ 2.9(
°Hf
CEX WOODED
CEX. ASPHALT
R/
h/!
m
/
/
/
/
/
Tau 'MAG'
ELEV. 26.00'
vaas'eow
r
/e-
6
0
B a 14, oo j y /
e
y ti
NEW STORMWATER /. WOODED
p e� DETENTION POND o
t` e� SEE SHEET C-15/2F
❑ / EX. ASPHALT JOGGING TRAIL
/
WOODED ,
b �a
i
III(/ i
I I
I I
I I
CEX. WOODED
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UOLRIES SHOWN ARE
APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UHLIOES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4- PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN. SEE DETAIL J, SHEET C-20-
NEW WORK ITEMS (THIS SHEET ONLY)
O NEW ASPHALT PAVEMENT SECTION SEE DETAIL A SHEET C-19.
Q2 NEW CONCRETE WHEEL STOP. TYP OF 39, THIS SHEET.
SEE DETAIL E, SHEET C-19.
Q3 NEW PAVEMENT MARKING. SEE DETAIL F, SHEET C-19-
Q4 NEW ASPHALT JOGGING TRAIL SEE DETAIL H, SHEET C-19_
QS RAISE EXISTING SEWER MANHOLE RING TO BE FLUSH WITH
NEW PAVEMENT SURFACE. EXTENSION RINGS ARE ALLOWABLE-
© RAISE EXISTING WATER VALVE BOX TO BE FLUSH WITH
NEW PAVEMENT SURFACE.

]3 /2'
3n SJ EN CONCRETE aEX CONCRETE �C� OB V ��
➢39 SIDEWALK 2.°D SIDEWALK �� / L
4aa s�.
�/ •23.16 418 a.+e 4 EX CONCRETE �����
l - � 24i / 3 -2a-- -v SIDEWALK 1 _
--23-- 2 z . 3
403 \ 1
�� x 2256 94
3.82 24--
�• �..>I AS i�
V` 229& / SIDEWALK
CONCRETE
js32r s\ / b 2;- - / .22.31 / .\ T .zJ. SIDEwAI� �. A 2 /
n.� Ek ASPHALr� �/ v xazw 216D /_A'
��0 fC311
x2268 *223fi J A2 / 3e1
I
��,22 22 x22sr - \T"21�q x2z
x22,02
EX CONCRETE /
/ £
/ �� x2265 I A V� / �EX. 18" RCP
� ,e I 1
2255 22.61 x2215 A' = SIDEWALK
I � 225
'"J3 V?-2241 22.23 �V / / A V �IX. ASPHALT 332 yyf 3X9,/
/ ��- o� `FX. I� RCP LENT MAG'
/ --23 --,� L / x 21� v ELEv. 22.76' v�
Y �II- -- . �'21 A 2824 n, Y / E%_ CONCRETE
l L \ SIDEWALK / \ / TBM 'NAG*
/ W z2• "2z.n �. ElEV =24.54'
21� _x 21801
24 ,/ r/ -EX ASPHALTx22.26 x2248 1 1 212 EX. ASPHALT\
149
/_ � 1 �/
\EX. WOODED / 22_07 1 x22/m
x2040F 2\V 1 12� �/ x2211 / / �z 3 / 25.06
11 �� x 22 27 1
s'-- xzln0 -__-/ v � � xz359
250 wi eL 4n x2537
N I x22.a5
x 21 �3� 22.52 / J.24 23/�9 15.24
v v v STORMWATER PERMIT BOUNDARY
22.1+I i.,- 5 .♦ 4.n v �Ex. 0.SPH4Lr XS,B5� = 55.72 AC.)
TJ
os�/ � �v Y!� 0.66
II i,2 24.9 1sy �2a. 2e A V / UNTIES OF DISNRBANCE
a�E 2a.B/ , ♦ 4s4 / v 49,935 SF (1.T5 AC)
2 aJ 1p Fv 1 x2536 ♦2.8 x2581 25.8E
\ / �� 7� / C, \ TB MAG'
bl
RI M=24
\� \/✓p\ / .2z�`. 1 1 / / '0 4.85 -INV=2.0 'Ix 549 ElEV.=2fi.00'
Hf \ V p ��A E%. WOODED 1 ,/
A x25 25.3 ♦A
1 1. / 4.0 249 \ 25.71 ♦ \
A54x1 l` 28.5 1
4.8 )S. xS.Bfi ♦ 2}bL
2 25 4
\ f RCP 25: \ 1 2
25.It
25.♦ 2
d241§ \ x �0.a5 / 2135 /I/ -'' 249 1 '0 * 2 1 25.4
NEW DI 5 6
x2�sa, / 25 / zs.a 1M=2a.5 q
25.4 1,, �� 1 19.5
V A A 25.1 2 / + 25.7 /// �,• 25.
OOED� ~" \ \ \ I 25.3 249 24.
`EX. WO
�`�-. 25.3.( zss3-
\ � \ \ \ (�\ I p /x 2441 \ \ 25.09x S SQL 18. 7
21
25.6 5 acP
i f x42
`/ --- x245 INV=19.0
'\
25.3 x244o
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTORS ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACDNG OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBUC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A FC308 - SITE GRADING PLAN
C-I 6-IS SCALE: 1"=20' 10 _ D 1U 2a aD
"Tic SfAIE: 1' = 20'
25.1
\\ 2a3r 1 1 r l 1 INv_�tT,9 a ar J 25.3 g z3 -h
� Bo9 �nisJ 1 J L �� / "�` `��
23.24 A /� 21. x2362 \< ^x
9b is
INV=17$4 1-51�11 21.Vy22 90AH4LTJOG, G TRAIL UARA
\EX. WOODED
285
22 21.A 2292x �1\
1z4e 'V 2
\ x22.t6 V ♦ -- a✓
\ y�
T
\
\ \ 20
H4 21---_os� _ x19. INV=
20.
2T 2
/ NEW STORMWATER OUTLET PIPE J
- --(SEE SHEET C-IS N � 194
•\EX. WOODED, _ Tai e
4
'1839
II
*1HS5
xlil
- -
x1771 .1I5
2525
APPROVED
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2_ PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3_ GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H.
SHEET C-20.
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN_ SEE DETAIL J, SHEET C-20.
NEW WORK ITEMS (THIS SHEET ONLY
01 INSTALL GRAVEL CONTROL ENTRANCE SEE DETAIL A, SHEET C-20_
�2 INSTALL SILT FENCING. SEE DETAIL B, SHEET C-20.
Q CONSTRUCT 4 1 VEGETATED SWALE. SEE DETAIL C, SHEET C-20_
® INSTALL CHECK DAM_ SEE DETAIL D, SHEET C-20.
0 NEW DROP INLET_ SEE DETAIL E. SHEET C-20.
© INSTALL DROP INLET PROTECTION_ SEE DETAIL F, SHEET C-20_
(D INSTALL INLET/OUTLET PROTECTION. SEE DETAIL G, SHEET C-20.
SPECIAL SEEDING NOTE
CUT & FILL SLOPES 3.1 OR FLATTER WILL, WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. ADDITIONALLY, WITHIN 7 DAYS, SLOPES
STEEPER THAN 3.1 SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, AND SHALL BE PLANTED_
r�\
2
/
h
NEW STORMWATER
/ - DETENTION POND
SEE SHEET C-16 FOR
PLAN, SECTION & DELAILS
WOOOEDX,
STORMWATER NOTE:
NEW IMPERVIOUS PARKING = 18,500 SF
EXISTING IMPERVIOUS = 1,284 SF
NO WETLANDS EXIST WITHIN
THE PROJECT LIMITS OF DISTURBANCE
"-r_
21.2 - IlT-''�`^�-�-.��
ux 21.1
-
_ _- a
/
2
/
2
C-15
AVOUS ENGINEERING, P.A
P.O. BO''N°
NEWBERN. NC 211551
MARINE CORPS BASE
PH.252 62 0&. F.U( 52 6116`A2
CAW LEJEUNE. NORMG4 "1
OM J. K. AVOU6, PE
CONSTRUCT PARKING LOTS,
DR. "FPJWFF
HADNOT POINT AND FRENCH CREEK
\1DNN�n./
.2ys=
CHK. JC.AVOUS.PE
MARINE CORPS BASE, CAMP LEJEUNE, NC
FC308- SITE GRADING PLAN
SOBMJED Br.
DESIGN PR BRIAN R. WSMAN.P.E.
APPROVED: PWnoR flCc WrE
slzE
CODE mExr. NO
8009t
PAVFAC OlU1NNGxo.
60013993
nT9B
Fili1�U J�
SANSFACTORYTO: DATE
COFL4IR.COMR HD. NIOOfiS139O1N
6. x.M ISPEC OS1K124 SHEET 16 OF 26
AE PRaJ[cT 6044

SYM
REVISIONS
O
� 255
i
X 25 4
25.
5 6 NEW DI (l
!b_LiX RIN 245
IM1 21.3
CEX ASPHALTXF
D
Xf4/i
2.`J.27
7 .00
s�T\
h _xti
/4
D
X 2G 1 J
,EX. WOODED\
?q s�
96 �
JS \�
CAR SCUS
FEES
0 (7/
/
79 l
SEA DETENTION POND
POOL ELEVATION = 19.7
POOL ELEVATION = 19.0 - /
/ 2
L------ (_1 EXEX. WOODEDXE
/7
A�OCR^' �� x 21 .j4 OnES
CE
C, _
/ ti 21.E S�l�
EX. X ASPHALT JOGGING "I (ABANDONED)
21,14 p T
J
/�2) /
AO/
3
2
QED
IF
D L
INV=17
PREX. WOODEDRA
ASH
J I(
G
4i
I I
I � I
CENEx. w000e0RE
4
v4 II �I
II I I
I II I z
y I_ _..16.D�
I �
SLT—�j
A FC308 STORMWAIER POND PLAN
C-I5C-16 SCALEL" 10'
X I,
CEX WOODED,
GENERAL CONSTRUCTION NOTES:
I_ THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR SCANNING
THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION THE EXTENT
OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT,
THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE
FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT
SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN_
4. PROVIDE ALL TRENCH SECTIONS IN ACCORDANCE WITH DETAIL H,
SHEET C-20_
5. ALL DISTURBED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN. SEE DETAIL J, SHEET C-20.
NEW WORK ITEMS (THIS SHEET ONLY)
Q INSTALL GRAVEL CONTROL ENTRANCE. SEE DETAIL A, SHEET C-20.
0
T FENCING. SEE DETAIL D . INSTALL SILT E , SHEET C-20
0 CONSTRUCT 4'1 VEGETATED SCALE_ SEE DETAIL C SHEET C-20.
O INSTALL CHECK DAM_ SEE DETAIL D, SHEET C-20.
0 NEW DROP INLET SEE DETAIL E SHEET C-20.
0 INSTALL DROP INLET PROTECTION. SEE DETAIL E SHEET C-20_
0 INSTALL INLET/OUTLET PROTECTION. SEE DETAIL G, SHEET C-20_
SOLID PRECAST CONCRETE BUP
STRAPS 24" 0 G ANCHORED
M4 ALUMINUM BAR GRATING ®4' 0 ° IN CONCRETE 12° MIN.
(TYPICAL. OF 4)
n IT I / Ell
4" SCREW PVC OUTLET PEACE-
❑ III
L2"FE'0/4 CONTNUOOS FRAME-Wpu
I 11 ITT METAL 15 ORRUGARU
NNS4" ALUMINUM EXPANSION —
BOLTS AT V ON CFNTER
24-
CLEAR
TRASH SCREEN-#4 ALUMINUM BAR - — 4
® 4" GO EACH WAY WEIDED TO
FRAME PLAN 10-YEAR PEAK SO—BOI3SEBIS4A I ON CENTER " ALUMINUM ION r WIDE z 1/4' THICK GALVAN17FD
L2"%2h1/4" CONTINUOUS FRAME WEED STAGE - 19.9E METAL STPAPS 24 GO ANCHORED
IN CONCRETE 12 MIN.
TOP RISER REES - 22.0' (TYPICAL OF 4)
GROUT ANNULAR SPACE
4 SCREW TYPE CAP - /_WITH NON -SHRINK GROUT ;5 I F 15" CORRUGATED
4' PVC METAL PIPE
b
INVERT OVERFLOW WEIR ELEV 20.0' ELEV .=19]'
PVC STUBBED INTO BOX
CUTLET PIPE INVERT ELEV /9 0_ _
4" PVC PLUG WITH 1" HOLE DRILLED TIC - 180'
TOP 01 FOOTING = 16 0
BOTTOM OF FOOTING_ 150
SECTION
r2__`AX STORMWATER POND OUTLET STRUCTURE
C-16 C-16 SCALE 1"=10'
PONE STAGE61 FA E 9LIAHONI
SIAG_
EIEYA ION
A.EGO
OTAL vO.JME ABO,r
L V)IFJ�, PlIMI POOL
9D
J
t 7
IT
9_ P
7DU
lrJ
v
5;
5164
e6JE
-
1t _ 1
ARIA_-
6160
„ 1
e
780E
t Ntl �59
SLOPPINESS J❑ENT OD POND TAB,E
IC9Fh1 ON Y
CONTOLR
AREA SU
AVG AREA(SF) O VOLACP CLAM VOL
-
sn TsW T sa -_
134 14 _ 1,2
242 1242 4 11
]& 1382 81b
LIS
511
3R 14,2
762 A1452 1_
P OE MANLY
13C
1 CE
19
u o
ee sr
_
16 0
I80 "
304
160
460 S.
-.
18 5
562f
IHU
Sfi ,.
�NT9UR
APEALS
n,3 UFFSEELF7p
J'q 11 ,UNM VO
-
O 0
140
50 OF
13185Y
'RED
BOB 1 5vy
JB4 Iz9[
1092 2194
15 0
638 of
EIO
I60
R30 SE
_
17 0
USA SF
i1092
180
185
SF
19L
I1610
HUZ SF
)171
1226E
055
1131 SAJ2
19 0
2/IC SF
NOTE'
N ON REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS
BE INSPECTED WEEKLYCONSTRUCTION AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAUGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED_ THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND DROPS CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
E S _ANALYSIS AND AMENDMENTS
4_ _
PLANTING RESTRICTIONS
I. MINIMUM Of TWO SOIL SAMPLES
CONTRACTOR SHALL RE REQUIRED i0 CAS
THE MONTHS Of APRIL THROUGH JUNE OR SEPTEMBER THROUC!,
`. NC SHALL ONLY DURING E 0
A D ED OF fi OF T POND.
AT A OFENH FROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH
NOVEMBTR FOR SHALLOW LARD ARG PLANTINGS SHALLOW WATER PUNTING SHALL ONLY OCCUR BETWEEN
EMBED LAND
HALLINCHESB
NTS
2. THE SAMPLES SHALL BE SUBMITTED FOR ANALYSE FOR RECOMMENDED 501L AMENDMENTS FOR
LE UB
1 ROUGH JUIY 15_
THE PLANTINGS SPECIFIED.
2WAL, FOR T PONDS COMPLIED OUTSIDE MR PLANTING WINDOW TEMPORARY VEGETATION SHALL
2 FOR SLISHED
]. THE CONTRACTOR SHALL PROVIDE SOIL AMENDMENTS NECESSARY TO ADJUST SOIL pR ORGANIC
REACHED
BE ESTABLISHED ON THE SWMIOW SAND PUNTING AREAS UNTIL THE PUNTING WINWW IS REACHED.
ON
CONTENT ADD SOIL TEXTURE TO MCCP TIE FOLLOWING
VA
PHVALUE55 IOJ0
PW9I�MANRNANLf
ORGANIC CONSENT 5O MINIMUM BY ON WEIGHS
SOIL FEATURE LOAIAY SANp WITH NO MORE THAN ID% CUY
D
A' PLANTINGS ON A QUEERLY BASIS FOR THE FIRST 60 DAYS AFTER
(III. (ONIRACIOR SHALL INSPECT .L A G
4. ANY SOIL AMENDMENTS SHALT HE APPLIED AND MIXED INTO THE TOP fi INCHES Of SOIL DEPTH
PUNITIVE. THE CONTRACTOR SOLI WATfR ALL PUNTS AS NEEDED TO E SL E SJ I
ENSURE 'HTH
S. THE SOIL SHALL BE FINE GINNED TO REMOVE ALL STONES OR 110015 GREATER THAN 1 INCH DIAMETER
2 AFTER DAYS, ANY DEAD OR DYING PUNTS SHAL AT WITH SHE CAME SPECIES
CONIHACfOH STALL WARRANT ALL PLANTINGS FOR A MINIMUM PFAIOD OF 12 MONTHS AFTER
I NI SHALL STAGE O
, L
�NSIAW'IQ4.
PUNT INSTALLATION AND ESCAPES iMENT
I. THE CONIHACTOR ]HAIL UIILIZE FRESH NURSERY CAUSED PLANTS AS SPECIFIED IN TUC PUNT LIST.
2 ALL PLANTS STALL BC INSTALLED WITHIN 40 HOURS OF RECEIPT FROM IHF NURSERY AND SHALL BE
MAINTAINED WITH ADEQUATE MmSTJRE AND SUN TO MNNTAN THEIR RIIAEm.
1 PLANTS SHALL BE INS'TAOTD BY HAND AT THE SPACING SPECIFIED .
TW
4_ NEWLY INSTALLED PUNTS STALL BE WATERED IMMEDIATELY AflOi INSTALIAiIDN UM£SS THEY ARE
INSTALLED IN A SUBMERGED 9pEp AREA
V RI11. ER $HLI T PEAN0111AG ! ST I FAN IN, OCATION
II All C NAME COMMON NAME I SIZE 14NWYWR ARIAISMIJAN I4'L MFA
r
IRS Vqd NIC A BLUE HAS AS URGE PLUG % G
PEI ANDRA ABANCA ARROW ARUM IUI PLUG
RA.I SARIA :ANCIPR A BULLIONGUE IlARCI PLUM 2
SAGI'TARA FRIESEN DUCK POTP 0 1 1 AR61 PI UG %
S AR✓NAN �WERCANUM OUR 11 AR PW %
Z ANSEE IO _MII IA' WAIFR M',ILL TARO" Pw' I
PFOVIDL TVPN NUMHE9 J E IE FIAOTED AT lA OC^ N A O C l SEP WIIWN
IN T WIDE P M E HE r PEEWEE I MIk RE LE CICII P M7 SEE I II LJ
AS PRJVID'. APPRO±UAINY 5OZ CVHIV 0 ML Y,MFLH SITE F N SELL
P ANI1., ZONE WITH CLIC J EUHED TOP LIH ILARINC
PERMANENT POOL ELEVATION = 19.0', AREA = 3675 SF
TEMPORARY POOL ELEVATION = 19.7', AREA = 5,371 SF
EASED MCE
TEMPORARY POOL 19.70
3' � VA ION-185'
11
VCCETATNE SHELF I SIDIMNL CLUNDN ELEVATED - 140
2 --
FORE&8 ELEVATION 130'
1 STORMWATER POND CROSS-SECTION
C-16C-16 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHAPED COMPLY AS FOLLOWS:
A THE CONTRACTOR SIVll NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FROM. TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACIING OFFICER WAS GNEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMRON IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE NNE POLE OF RELEASE.
B. REQUESTS FOR APPROVAL SFIC IDENTIFY SHE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SOW ITS
REQUEST TO THE CONTRACTING OFFICER AT LUST 45 MAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. NNE CONTRCTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONRNCTORS SHALL SUBMIT REQUESTS FOR AUTHORLARON TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING BORDER.
T_f,L PERMANENT POOL ELEVATION 19.0
SCDIMTNI CLUNOUT ELEVATION - 14,_ I1
2 2 POND BOTTOM I[NATION = 13 0
ECEI E
SEP 2 4 2013
i'
Y
to D E l0 20
GRAPHIC SCALE: 1' = 10'
WITH I I1 , AILJ II A Y A,.;k
WITH I IL FEILC N Pil IIVI PLAY
PROVIL UAMINCS UPECIFED H u
-ULL CR,0 AMMETER FO F00 SIR)
SNYLON WIFE ARGyI SHWHOW ANI NEA
ELEV. I 5
ELT, 9 0,1
3I1
C-16
AVOIDS ENGINEERING, P A.
MARINE CORPS BASE
NEW BEAN,,0 IDYL
NEW B°RK N
PN. SP fiJ30]69, FAY Y°Y 63JCbI
LAMP LEIELWE, NORTH CARQMN
DES J. KRCLiSPE
CONSTRUCT PARKING LOTS,
DR. MSPIWTR
HADNOT POINT AND FRENCH CREEK
Il err.p
AatN'cag0� ��
CHK J.C. ANA^IS.PE.
MARINE CORPS BASE, CAMP LEJEUNE, INC
FC308 - STORMWATER POND PLAN
gLEMmEDWF
DEMONDIR RMAN R. MR9fiURN, P.E.
e g]RR 3c
K. AMQP�A"
III IIIIPY
AL PROJECT !3044
APPROVED: PW CA CICC DATE
SIZE
CAME DENT NO
8UU91
MARK DRAWING N0
60013994
UTISFACTCAYTO DATE
CONSTR. CONTR.NO.N S136U1P4
SCALE'. ACTED I SPEC wlum SHEET 17 OF 26

A IHAI"ITRE [ SIIF74CE . RSE
—.1 LJ ' 1L'I'H64W_
STANDARD PAVEMENT SECTION
A NEW PAVEMENT SECTION
C-7,C-II C-3 C-19 NOT TO SCALE
I/ -U
r 'SHGRA11tIIH AS INDICATED
I
t �—x .R
" —6,6 'WWI 10/10
NOTES.
I. MONIST EXPANAON .DINTS 4GNG ALL EXISTING STR.CiRE3 AID WgKS
ANO A' SOS INIERSAIS GONG SINAIGIT SICTIONS CF WALK
2. PROOF CONTRACIWV JUINIS AT b'-0' INTFRRA F AND AT ALL CIONGE, IN
DIRECTION OF WIFE FONIIUCIION JOINTS SHALL BE 1/6" WID A 3/4- DIT'
3. THE CONIRACIOH SHAII LEVEL ME 5,053AJE TO FNSUJl A FLUSH
INSU%LLApON WITH EXISTNG SIHWAIK', 10 REMAIN.
B CONCRETE SIDEWALK/AA
C-3 p19 NOT TO SCALE
IN
I IL, I 1 LxPAN'JOIN JOINI
12 6.I` 1
L JONI OR ASPPAII 5(T PLANS ' I (2) �4 CONTINUOUS
cOMPAC, 11.0 I_#4 ®1z' oc.
SUBGRAW EACH WAY
= CON IRAF-^`, JOIN-, STF OETATL D, IIIIS llf1-
C CONCRETE APRON
C-n C-I9 NOT TO SCALE
SAW C1f TOT = 01 SLAH
JOINT, S°WAIANI-< 14X
f� ( PT,•.
2' DPP-11R III ROC
1
L— SAW C T
TYPICAL CONTRACTION JOINT (C.)
O SUB -ON -GRADE JOINTS
C-11 G-19 NOT TO SCALE
4 _
24' RLBA1 /5 ANCHOR -
JOW PSI CONCRETE )
SMOUIH HOIST
2 aoo Ps. corvcRETS SECTION A -A _ _ AN rNaw /s
SMOOP HN6n A ANCHOR (lYP OF 2)
a
PLANE
E CONCRETE WHEEL STOP
G 7, C-11, C-3 C-19 NOT TO SCALE
-a
SOUND SPACE DESIGNATION LINE-WHfrE
24
12' MIN. WIDTH-�
$TOP BAR -WHITE
PAVEMENT MAPWNCS
C-7,C-11, C-3 C-19 NOT TO SCALE
-17
STOP
d"ra" SFT
I
NM
WOOL, POST
ALL SIGNACE AND SIGNAGE PUCEMENT
-
SHALL CONFORM TO NCDOT STANDARD
NO. 100.56 AS DEPICTED IN THE NCDOT
ROADWAY STANDARD DESIGN MANUAL.
GRADE
_
G NEW SIGNAGE
C-3 C-19 NOT TO SCALE
ASPHALTIC CONCREE SURFACE COURSE
4" A MST
SbGHALE
H ASPHALT JOGGING TRAIL
C-IAC-19 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART UP THIS CONTRACT DR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SMALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHLLL SUBMIT ITS
REQUEST TO THE CONTACTNG OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AITHORIUTION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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IL 1_ INSPECT STRUCTURES WEEKLY AND AFTER AT 19 GAUGE HARDWARE CLOTH (1/2" OPENINGS)
V LEAST A 1/2" OR GREATER RAINFALL EVENT ELAN NOTE:
2_ REMOVE SEDIMENT FROM BEHIND SILT FENCE 5' STEEL POST PRONDE CURB INLET PROTECTION
PRIOR TO IT REACHING A MAXIMUM DEPTH OF AT ALL DRAINAGE STRUCTURES.
SIX (6) INCHES.
6" THICK NCOOT f MAINTENANCE:
057 STONE AROUNDE, Tf - 1. INSPECT STRUCTURES WEEKLY AND
PERIMETER r; AFTER AT LEAST A 1/2" OR GREATER
r' _ -L - r r r T r i L _ RAINFALL EVENT.
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B SILT FENCE AS NEEDED.
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T
L CONSTRUCT CHECK DAM OF RIP RAP STONE PLACED IfPIC - 15A 18 A 8' 10' 14" 6` 9"
IN ACCORDANCE WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DATA SHALL BE
REMOVED PRIOR TO THE LEVEL REACHING WITHIN 6"
OF THE CENTERLINE CREST OF THE DAM. MAINTENANCE:
3. SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END, I. INSPECT STRUCTURES AT LEAST WEEKLY AND AFTER
IT SHALL BE REPAIRED IMMEDIATELY. ANY RAINFALL EVENT GREATER THAN ONE-HALF INCH.
2. IMMEDIATELY MAKE ALL NEEDED REPAIRS.
D CHECK DAM G INLET OUTLET PROTECTION
C-4 C-20 NOT TO SCALE
C- C-I -1 C-4 C-2o NOT TO SCALE
C-8 C-I -I
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C-20 NOT TO SCALE
TEMPORARY VEGETATIVE SEEDING
(PRIOR TO ESTABLISHING PERMANENT VEGETATION)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS.
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2 -TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE.
TALL FESCUE 100 LBS PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL IM1SURL APPROXIMA ILLY 7SR
COVERAGE OF THE SEEDED AREA THE STRAW AND SOWN SEED WILL BE LIGHTLY RACED
INTO THE BED TO GIVE H FURTHER RESISTANCE TO BLOWING AND WASHING THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO
ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WILD THE FNTIRE
STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 957
COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS
PERMANENT VEGETATION
ALL DISTURBED AREAS NOT COVERED WTH BUILDINGS, PAVEMENTS, OR OUH R
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOJ AS THE FINAL/
PERMANENT VEGETATION.
SPECIAL SEEDING NOTE'
CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION
OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY
OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. -_-
VEGETATION PLAN
C-20 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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POSTDEVELOPED DRAINAGE AREA TABLE
DRAINAGE AREA
AREA (ACRES)
IMPERVIOUS (ACRES)
GRASS (ACRES)
OUTFALL
EXISTING WET POND
AREA 1
0.82
0.45
0.37
(SW81309006 PERMIT
DRAINAGE AREA 1
AREA 2
1.23
0.50
0.73
OUTFALL 1
INFILTRATION BASIN
AREA 3
1.25
0.71
0.54
(PERMIT DRAINAGE
(INFILTRATION BASIN)
AREA 3
AREA 3
0.96
0.56
0.40
0UTFALL2
(REMAINING AREA)
AREA 4
1.11
0.36
0.75
OUTFALL 2
AREA 5
1,32
0.18
1.14
OUTFALL 2
AREA 6
3.06
1,28
1.78
OUTFALL 3
ADDITIONAL GRASS
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INDEX OF DRAWINGS - STORMWATER MANAGEMENT
SEQUENCE
SI3EEEI'
TITLE
GENERAL . INFORMATION
I
GI000
TITLE SHEET
2
GIOI1
REGIONAL_ VICINITY, LOCATION MAPS, AND INDEX Of, DRAWINGS
CIVIL
3
C-00I
LEGEND AND NOTES
4
C-002
KEYPLAN
5
C-005
OVERALL UT'ILITYPLAN
6
C-006
OVERALL PHASING PLAN (EXISTING CONDITIONS)
7
C-007
OVERALL PHASING PLAN(IMPROVEMENTS)
8
DA001
PRECONSIRUCTION DRAINAGE AREA MAP
9
DA002
POST CONSTRUCTION DRAINAGEAREA MAP
10
CD707
DEMOHI IONEROSION CONTROL PLAN
11
CD108
DEMOLIT IONf EROSION CONTROL. PLAN
12
CDI09
DEMOLITION; EROSION CONTROL PLAN
13
CD110
DEMOLITION! EROSION CONTROL, PLAN
14
CD111
DEMOLITION' EROSION CONTROL PLAN
15
CD112
DEMOLITION%EROSION CONTROL PLAN
16
CS101
LAYOUT AND UTILITIES PLAN
17
CS102
LAYOUT AND UTILITIES PLAN
18
CS103
LAYOUT AND UTILITIES PLAN
19
CS104
LAYOUT AND UTILITIES PLAN
20
CS105
LAYOUT AND UTILITIES PLAN
21
CS106
LAYOUT AND UTILITIES PLAN
22
C0101
GRADING AND DRAINAGE: PLAN
23
CGl02
GRADING AND DRAINAGE PLAN
24
CG103
GRADING AND DRAINAGE PLAN
25
CG 104
GRADING AND DRAINAGE PLAN
26
CG105
GRADING AND DRAINAGE PLAN
27
CG 106
GRADING AND DRAINAGE PLAN
28
C-301
PROFILE
29
C-302
PROFILE
30
C-303
PROFILE
31
C-501
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
32
C-502
EROSION AND SEDIMENT CONTROL DETAILS
33
C-503
DETAILS
34
C-505
DETAILS
35
C-506
DETAILS
36
C-507
DETAILS
37
C-508
DETAILS
38
C-509
DETAILS
39
C-01
EXISTING UTILITY SCHEDULES
40
C-602
UTILITYSCHEDULES
C3
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INDEX OF DRAWINGS - STORMWATER MANAGEMENT
CE
SHEET
TITLE
LANDSCAPE
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LP001
LANDSCAPENOTE,SANDREQUIREMENTS
LP002
EXISTING TREE PROTECT ION DETAIL, AND NOTES
LP301
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LP301-3
P4040 ALTERNATE BIDWIITH OPTION 3 FULL LANDSCAPE PLAN
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LP301-4
P4040 ALTERNATE, BIDWIITH OP LION 3 FULL LANDSCAPE PLAN
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LP301-5
P4040 ALTERNATE BID WIITH OPTION 3 FULL LANDSCAPE PLAN
49
LP301-6
P4040 ALTERNATE BID WIITH OPTION 3 FULL LANDSCAPE PLAN
Camp Geiger —
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MCB CAMP LEJEUNE DISTRICT MAP
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TOP OF CURB OR CONCRETE (TC) ELEVATION
G�D01
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STORM (S.) SEWER
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ELEVATION OF GUTTER, PAVEMENT OR GROUND
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TOPOGRAPHIC SURVEY PREPARED BY BAMFORTH ENGINEERS+SURVEYORS, INC., DATED SEPTEMBER 2016.
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SPOT ELEVATION
XPO
SHOWN ARE BASED ON ABOVE GROUND STRUCTURES, AVAILABLE UTILITY PLANS, CIS DATA PROVIDED. THE
0�
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UNDERGROUND (UG.) ELECTRIC (ELEC.)
TOP OF WALL (TW) ELEVATION
X�T�
3.
UTILITIES SHOWN WERE OBTAINED FROM A COMBINATION OF BASE CIS RECORDS AND OTHER HISTORICAL BASE
RECORDS. LOCATION AND EXISTENCE OF UTILITIES WERE DETERMINED OR CONFIRMED BY LUCKY LOCATORS.
UNDERGROUND (UG.) STEAM (STM.)
E. UG STM
UTILITY SIZES SHOWN ARE THOSE TAKEN FROM BASE RECORDS WHERE THERE WERE NO APPARENT
BITUMINOUS PAVEMENT
INCONSISTENCIES OF INFORMATION. WHERE THERE ARE NO SIZES SHOWN ON THE UTILITY, THERE WAS EITHER
B" E. W
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NO RELIABLE INFORMATION OR INCONSISTENCIES IN THE RECORDS WERE NOTED.
o
WATER (W.) MAIN
BITUMINOUS PAVEMENT (HEAVY DUTY)
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4.
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o
BITUMINOUS PAVEMENT (NORMAL DUTY)
5.
ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988 AND ARE BASED ON
CATCH BASIN (C.B.)
❑E CB
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CAMP LEJEUNE CONTROL STATION PW-129, ELEV. = 23.00.
BOLLARD
6.
COORDINATES SHOWN REFER TO NORTH CAROLINA STATE PLANE COORDINATES (NAD 1983/2007) AND ARE
CLEAN OUT (C.O.)
CO
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BASED ON CAMP LEJEUNE CONTROL. CONTACT CONTRACTING OFFICER FOR LOCATION.
BUILDING (BLDG.)
BASELINE POINTS
�,
CONDUIT (COND.)
a COND.
BUSH
NORTH EASTERN ELEV.
CURB INLET (C.I.)
—
PT2
MAG. NAIL 331052.17 2501974.71 25.20
CENTERLINE DITCH/SWALE
t—
PT3
NAIL SPIKE 331310.62 2502132,56 24.19
PT4
MAG. NAIL 331580.68 2502027.06 25.21
(�
FIRE HYDRANT (F.H.)
-
GRANGE IN GRADE
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FLARED END SECTION (F.E.S.)
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EXISTING SITE NOTES: EXISTING UTILITY NOTES
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CONCRETE (CONC.)
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EPROIECTNO.: 1430035
CONSTR. CONTR. NO,
TOP OF PIPE
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NAVFAC DRAWING NO,
12760439
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SITE CONSTRUCTION PHASING - IMPROVEMENTS
BASE BID:
LOT 4 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
2. REROUTE UTILITIES WITHIN LIMITS OF PHASE C-1.
3. IN THE PHASE C-1 AREA, PERFORM DEMOLITION AND NEW WORK INDICATED. PROVIDE FILL AND INSTALL
LOT 4 CLOSED TO y STORM DRAINAGE SYSTEM FROM STRUCTURE 21 TO 25. FOR THE BITUMINOUS PAVEMENT, INSTALL
i ALL TRAFFIC �� SECTION WITH THE EXCEPTION OF THE BITUMINOUS SURFACE COURSE. LEAVE STUB OUTS FOR ROOF
EXCEPT DURING �, DRAIN PIPING IN STRUCTURE 23 AND STORM DRAIN PIPE IN STRUCTURE 21. COMPLETE GRADING.
PHASE 2A AND 2B �� �P MECHANICAL YARD AND ASSOCIATED UTILITIES TO BE INSTALLED WITH THE BUILDING ADDITION.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2. PROVIDE A TEMPORARY AGGREGATE DRIVE (WITHOUT
Qj�/ \ _- `oq CURBING) WITHIN THE LIMITS OF THE PATIENT DROP OFF DRIVE AREA. THE DRIVE MUST BE THE
-- ` o CONTRACTOR'S ONLY MEANS OF ACCESS TO PHASES C-2A AND C-26. PROVIDE CONTINUOUS JERSEY
BARRIERS TO PROTECT PEDESTRIAN TRAFFIC TO THE BUILDING FRONT ENTRANCE FROM THE TEMPORARY
3❑ `. % DRIVE TRAFFIC. THE CONTRACTOR MUST NOT WORK WITHIN PHASE C-2A LIMITS UNTIL THE 30-DAY
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CLOSURE PERIOD. DURING THE CLOSURE PERIOD NO TRAFFIC WILL BE ALLOWED IN PHASE C-2A AND
�, II PHASE C-3 i / 24 C-2B AREAS.
5. REMOVE PAVING WITHIN ALL PHASE C-2 AREAS. MAINTAIN EXISTING PARKING LOT ENTRANCE AND
AREA 3 --�- ACCESS TO UPPER PARKING AREAS (LOTS 1, 2 AND 3) VIA PHASE C-2A UNTIL THE DENTAL CLINIC IS
25, \ UNOCCUPIED FOR THE 30-DAY PERIOD.
6. DURING THE 30-DAY PERIOD THE DENTAL CLINIC IS UNOCCUPIED, COMPLETE DEMOLITION WORK AND
INSTALL NEW UTILITIES, PAVEMENT (EXCEPT BITUMINOUS SURFACE COURSE), SIDEWALK, STORM AND
'PHASE C_1 COMPLETE GRADING WITHIN PHASE C-2A. PROVIDE CONTINUOUS JERSEY BARRIERS TO SEPARATE PHASE
C-2A FROM C-2B.
11 (AREA 1) 7. OPEN PHASE C-2A.
8. COMPLETE DEMOLITION WORK IN PHASE C-2B, INSTALL PHASE C-2B PARKING LOT (EXCEPT BITUMINOUS
11 BUILDING ADDITION SURFACE COURSE) WHILE MAINTAINING THE BUILDING FRONT ENTRANCE TO PEDESTRIAN TRAFFIC AND
ACCESS TO THE UPPER PARKING LOTS VIA PHASE C-2A.
t 2 O 22 9. COMPLETE INSTALLATION OF STORM STRUCTURES 6 TO 7 AND DETENTION AREA.
-- 10. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2. INSTALL SURFACE COURSE PAVING IN ALL PHASE C-2
1 1p i AREAS. CONTRACTOR MUST NOT ACCESS WORK SITE VIA PHASE C-2A AND C-28 AFTER SURFACE
23 i i COURSE IS APPLIED.
11. REMOVE THE TEMPORARY AGGREGATE DRIVE IN THE PATIENT DROP OFF AREA AND REGRADE. (FINISHED
® 3 = - 20 GRADES TO MATCH THOSE EXISTING PRIOR TO DISTURBING.)
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_�-44�19 ( 13. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. IN THE PHASE C-3 AREA, PERFORM DEMOLITION AND
i r - YI I v J NEW WORK INDICATED, INCLUDING INSTALLATION OF UTILITIES, PAVEMENT (EXCEPT BITUMINOUS SURFACE
COURSE) AND STORM SYSTEM FROM STRUCTURE 1 TO 3. DISCHARGE BUILDING ROOF DRAINS AND
II DOWNSPOUTS TO GRADE (CONNECT TO STORM DRAIN SYSTEM IN PHASE C-4).
�\ �'` I ❑ 14. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 3. COMPLETE PAVING (EXCEPT BITUMINOUS SURFACE
COURSE) AND GRADING WITHIN LIMITS OF PHASE C-3.
J 15. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 4. IN THE PHASE C-4 AREA, PERFORM DEMOLITION AND
EXISTING BUILDING ---� NEW WORK INDICATED INCLUDING INSTALLATION OF UTILITIES, PAVEMENT, INFILTRATION BASIN AND STORM
FC-308 �' 13 -- SYSTEM FROM STRUCTURE 13 TO 20. COMPLETE ROOF DRAIN CONNECTIONS TO STRUCTURE 23 AND
PATIENT® STORM CONNECTION TO STRUCTURE 21.
BUILDING ) 1 1 I 17 16. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 4.
DROP �� ❑ 17. COMPLETE BITUMINOUS SURFACE PAVING AND GRADING WITHIN ALL AREAS.
OFF` AREA D ABOVE.
18. PERFORM ALL WORK NOT IDENTIFIED
1 PHASE C-4 I I -
1 I I I BASE BID WITH OPTION ITEM NO 1:
} 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
(AREA 4 I I 2. REROUTE UTILITIES WITHIN LIMITS OF PHASE C-1.
' a 3. IN THE PHASE C-1 AREA, PERFORM DEMOLITION AND NEW WORK INDICATED. PROVIDE FILL AND INSTALL
STORM DRAINAGE SYSTEM FROM STRUCTURE 21 TO 25. FOR THE BITUMINOUS PAVEMENT, INSTALL
SECTION WITH THE EXCEPTION OF THE BITUMINOUS SURFACE COURSE. LEAVE STUB OUTS FOR ROOF
DRAIN PIPING IN STRUCTURE 23 AND STORM DRAIN PIPE IN STRUCTURE 21. COMPLETE GRADING.
I i a MECHANICAL YARD AND ASSOCIATED UTILITIES TO BE INSTALLED WITH THE BUILDING ADDITION.
16 I I 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2. PROVIDE A TEMPORARY AGGREGATE DRIVE (WITHOUT
I I I 1 ® PHASE C-2A j 15 I LOT 1 CURBING) WITHIN THE LIMITS OF THE PATIENT DROP OFF DRIVE AREA. THE DRIVE MUST BE THE
'w lit CONTRACTOR'S ONLY MEANS OF ACCESS TO PHASES C-2A AND C-2B. PROVIDE CONTINUOUS JERSEY
AREA 2A _
�..� BARRIERS TO PROTECT PEDESTRIAN TRAFFIC TO THE BUILDING FRONT ENTRANCE FROM THE TEMPORARY
Wk DRIVE TRAFFIC. THE CONTRACTOR MUST NOT WORK WITHIN PHASE C-2A LIMITS UNTIL THE 30-DAY
CLOSURE PERIOD. DURING THE CLOSURE PERIOD NO TRAFFIC WILL BE ALLOWED IN PHASE C-2A AND
s a a a s a x J C-2B AREAS.
PHASE C-2B ENTRANCE A
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__I_=__ 6. DURING THE 30-DAY PERIOD THE DENTAL CLINIC IS UNOCCUPIED, COMPLETE DEMOLITION WORK AND
/ - INSTALL NEW UTILITIES, PAVEMENT (EXCEPT BITUMINOUS SURFACE COURSE), SIDEWALK, STORM AND
COMPLETE GRADING WITHIN PHASE C-2A. PROVIDE CONTINUOUS JERSEY BARRIERS TO SEPARATE PHASE
PHASE C-2A ( AREA 2A '� C-2A FROM c
- �'�
7. OPEN PHASE C-2-2A.
- - I I �1 8. COMPLETE DEMOLITION WORK IN PHASE C-26, INSTALL PHASE C-2B PARKING LOT (EXCEPT BITUMINOUS
_ !'I 1I 8 SURFACE COURSE) WHILE MAINTAINING THE BUILDING FRONT ENTRANCE TO PEDESTRIAN TRAFFIC AND
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ACCESS TO THE UPPER PARKING LOTS VIA PHASE C-2A.
I PHASE C-2C 9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2C.
' II II I i 10. INSTALL PAVING SECTION UP TO AGGREGATE BASE COURSE WITHIN PHASE C-2C.
(AREA 2C) LOT 3 11. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2C.
12. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2. INSTALL SURFACE COURSE PAVING IN ALL PHASE C-2
AREAS. CONTRACTOR MUST NOT ACCESS WORK SITE VIA PHASE C-2A AND C-2B AFTER SURFACE
COURSE IS APPLIED.
13. COMPLETE INSTALLATION OF STORM STRUCTURES 6 TO 7 AND DETENTION AREA.
14. REMOVE THE TEMPORARY AGGREGATE DRIVE IN THE PATIENT DROP OFF AREA AND REGRADE. (FINISHED
GRADES TO MATCH THOSE EXISTING PRIOR TO DISTURBING.)
15. OPEN PHASE C-2B AND C-2C PARKING LOTS.
16. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. IN THE PHASE C-3 AREA, PERFORM DEMOLITION AND
NEW WORK INDICATED, INCLUDING INSTALLATION OF UTILITIES, PAVEMENT (EXCEPT BITUMINOUS SURFACE
COURSE) AND STORM SYSTEM FROM STRUCTURE 1 TO 3. DISCHARGE BUILDING ROOF DRAINS AND
OVERALL PHASING PLAN (IMPROVEMENTS DOWNSPOUTS TO GRADE (CONNECT TO STORM DRAIN SYSTEM IN PHASE C-4).
IMPROVEMENT PHASING NOTES: 17. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 3. COMPLETE PAVING (EXCEPT BITUMINOUS SURFACE
• N.T.S. COURSE) AND GRADING WITHIN LIMITS OF PHASE C-3.
1. AS USED HEREIN, THE BUILDING REFERS TO THE MEDICAL/DENTAL CLINIC BUILDING. 18. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 4. IN THE PHASE C-4 AREA, PERFORM DEMOLITION AND
2. FOR ALL WORK PHASES, PERFORM WORK IN A MANNER SUCH THAT IT WILL TIE INTO ADJACENT PHASES WITH MINIMAL DISTURBANCE TO COMPLETED WORK. NEW WORK INDICATED INCLUDING INSTALLATION OF UTILITIES, PAVEMENT, INFILTRATION BASIN AND STORM
3. SITE WORK PHASING REQUIRES THE CONTRACTOR TO MAINTAIN PATIENT ACCESS TO THE BUILDING FRONT ENTRANCE AND SIDE ENTRANCE FOR DELIVERIES At SYSTEM FROM STRUCTURE 13 TO 20. COMPLETE ROOF DRAIN CONNECTIONS TO STRUCTURE 23 AND
ALL TIMES, EXCEPT DURING THE 33-DAY PERIOD THE BUILDING IS UNOCCUPIED. THIS WILL REQUIRE CONSTANT ON -SITE COORDINATION BETWEEN THE STORM CONNECTION TO STRUCTURE 21.
BUILDING OCCUPANTS (VIA THE CONTRACTING OFFICER AND THE CONTRACTOR) TO MINIMIZE INTERFERENCE WITH BUILDING OPERATIONS. 19. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 4.
4. THE SITE IS REQUIRED TO HAVE FIRE TRUCK ACCESS TO TWO SIDES OF THE BUILDING DURING ALL PHASES WITH THE EXCEPTION OF THE 33-DAY PERIOD 20. COMPLETE BITUMINOUS SURFACE PAVING AND GRADING WITHIN ALL AREAS.
THE BUILDING IS UNOCCUPIED. 21. PERFORM ALL WORK NOT IDENTIFIED ABOVE.
MFORTH
ENGIN=E,S - SURVEYORS
BASE BID WITH OPTION ITEM N0. 2:
1.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
2.
REROUTE UTILITIES WITHIN LIMITS OF PHASE C-1.
3.
IN THE PHASE C-1 AREA, PERFORM DEMOLITION AND NEW WORK INDICATED. PROVIDE FILL AND INSTALL
STORM DRAINAGE SYSTEM FROM STRUCTURE 21 TO 25, FOR THE BITUMINOUS PAVEMENT, INSTALL SECTION
WITH THE EXCEPTION OF THE BITUMINOUS SURFACE COURSE. LEAVE STUB OUTS FOR ROOF DRAIN PIPING IN
STRUCTURE 23 AND STORM DRAIN PIPE IN STRUCTURE 21. COMPLETE GRADING. MECHANICAL YARD AND
ASSOCIATED UTILITIES TO BE INSTALLED WITH THE BUILDING ADDITION.
4.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2. PROVIDE A TEMPORARY AGGREGATE DRIVE (WITHOUT
CURBING) WITHIN THE LIMITS OF THE PATIENT DROP OFF DRIVE AREA. THE DRIVE MUST BE THE
CONTRACTOR'S ONLY MEANS OF ACCESS TO PHASES C-2A AND C-2B. PROVIDE CONTINUOUS JERSEY
BARRIERS TO PROTECT PEDESTRIAN TRAFFIC TO THE BUILDING FRONT ENTRANCE FROM THE TEMPORARY
DRIVE TRAFFIC. THE CONTRACTOR MUST NOT WORK WITHIN PHASE C-2A LIMITS UNTIL THE 30-DAY CLOSURE
PERIOD. DURING THE CLOSURE PERIOD NO TRAFFIC WILL BE ALLOWED IN PHASE C-2A AND C-2B AREAS.
5.
REMOVE PAVING WITHIN ALL PHASE C-2 AREAS. MAINTAIN EXISTING PARKING LOT ENTRANCE AND ACCESS TO
UPPER PARKING AREAS (LOTS 1, 2 AND 3) VIA PHASE C-2A UNTIL THE DENTAL CLINIC IS UNOCCUPIED FOR
THE 30-DAY PERIOD.
6.
DURING THE 30-DAY PERIOD THE DENTAL CLINIC IS UNOCCUPIED, COMPLETE DEMOLITION WORK AND INSTALL
NEW UTILITIES, PAVEMENT (EXCEPT BITUMINOUS SURFACE COURSE), SIDEWALK, STORM AND COMPLETE
GRADING WITHIN PHASE C-2A. PROVIDE CONTINUOUS JERSEY BARRIERS TO SEPARATE PHASE C-2A FROM
7.
OPEN PHASE C-2A.
8.
COMPLETE DEMOLITION WORK IN PHASE C-2B, INSTALL PHASE C-2B PARKING LOT (EXCEPT BITUMINOUS
SURFACE COURSE) WHILE MAINTAINING THE BUILDING FRONT ENTRANCE TO PEDESTRIAN TRAFFIC AND ACCESS
TO THE UPPER PARKING LOTS VIA PHASE C-2A.
9.
INSTALL STORM STRUCTURES 4 TO 7 AND DETENTION AREAS FOR PATIENT DROP OFF AREA WITHIN PHASE
C-2B.
10.
REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2. INSTALL SURFACE COURSE PAVING IN PHASE C-2 AREAS.
CONTRACTOR MUST NOT ACCESS WORK SITE VIA PHASE C-2A AND C-2B AFTER SURFACE COURSE IS
APPLIED.
11.
REMOVE THE TEMPORARY AGGREGATE DRIVE IN THE PATIENT DROP OFF AREA, COMPLETE PAVING AND
GRADING.
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1 12.
OPEN PHASE C-28 PARKING LOT.
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13.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. IN THE PHASE C-3 AREA, PERFORM DEMOLITION AND NEW
WORK INDICATED, INCLUDING INSTALLATION OF UTILITIES, PAVEMENT EXCEPT BITUMINOUS SURFACE COURSE)
C ... .
AND STORM SYSTEM FROM STRUCTURE 1 TO 3. DISCHARGE BUILDING ROOF DRAINS AND DOWNSPOUTS TO
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REMOVE TEMPORARY CONSTRUCTION ENTRANCE 3. COMPLETE PAVING (EXCEPT BITUMINOUS SURFACE COURSE)
AND GRADING WITHIN LIMITS OF PHASE C-3.
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0
15.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 4. IN THE PHASE C-4 AREA, PERFORM DEMOLITION AND NEW
WORK INDICATED INCLUDING INSTALLATION OF UTILITIES, PAVEMENT, INFILTRATION BASIN AND STORM SYSTEM
FROM STRUCTURE 13 TO 20. COMPLETE ROOF DRAIN CONNECTIONS TO STRUCTURE 23 AND STORM
SS&A
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CONNECTION TO STRUCTURE 21.
16.
REMOVE TEMPORARY CONSTRUCTION ENTRANCE 4.
4750 New Broad Street
17.
COMPLETE BITUMINOUS SURFACE PAVING AND GRADING WITHIN ALL AREAS.
ONanCo, Honda 32814
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18.
PERFORM ALL WORK NOT IDENTIFIED ABOVE.
LICENSE#AA C000564 #EB 000D0
BASE BID WITH OPTION ITEMS NO 1 AND NO. 2:
AEIFc
1.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
APPROVED
2.
REROUTE UTILITIES WITHIN LIMITS OF PHASE C-1.
3.
IN THE PHASE C-1 AREA, PERFORM DEMOLITION AND NEW WORK INDICATED. PROVIDE FILL AND INSTALL
STORM DRAINAGE SYSTEM FROM STRUCTURE 21 TO 25. FOR THE BITUMINOUS PAVEMENT, INSTALL SECTION
FOR COMMANDER NAVFAC
WITH THE EXCEPTION OF THE BITUMINOUS SURFACE COURSE. LEAVE STUB OUTS FOR ROOF DRAIN PIPING IN
ACTIVITY
STRUCTURE 23 AND STORM DRAIN PIPE IN STRUCTURE 21. COMPLETE GRADING. MECHANICAL YARD AND
JOANNE KRAUSE (BY EMAIL)
ASSOCIATED UTILITIES TO BE INSTALLED WITH THE BUILDING ADDITION.
4.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2. PROVIDE A TEMPORARY AGGREGATE DRIVE (WITHOUT
SATISFACTORYTO DATE 02/05/18
DES CAB
I DRW CAo
CHK ALB
CURBING) WITHIN THE LIMITS OF THE PATIENT DROP OFF DRIVE AREA. THE DRIVE MUST BE THE CONTRACTOR'S
PM/DM S.KOZENSKI/G.000KE
ONLY MEANS OF ACCESS TO PHASES C-2A AND C-26. PROVIDE CONTINUOUS JERSEY BARRIERS TO PROTECT
BRANCH MANAGER
PEDESTRIAN TRAFFIC TO THE BUILDING FRONT ENTRANCE FROM THE TEMPORARY DRIVE TRAFFIC. THE
CHIEF ENGIARCH B.FORBES
CONTRACTOR MUST NOT WORK WITHIN PHASE C-2A LIMITS UNTIL THE 30-DAY CLOSURE PERIOD. DURING THE
FP ENGINEER
CLOSURE PERIOD NO TRAFFIC WILL BE ALLOWED IN PHASE C-2A AND C-2B AREAS.
0
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DURING THE 30-DAY PERIOD THE DENTAL CLINIC IS UNOCCUPIED, COMPLETE DEMOLITION WORK AND INSTALL
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COMPLETE INSTALLATION OF STORM STRUCTURES 6 TO 7 AND DETENTION AREA.
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COMPLETE BITUMINOUS SURFACE PAVING AND GRADING WITHIN ALL AREAS.
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21.
PERFORM ALL WORK NOT IDENTIFIED ABOVE.
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0.32
0.45
0.37
EXISTING WET POND
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AREA 2
1.13
0.32
0.86
OUTF A LL 1
AR EA 3
2.20
1.12
1.08
OUTFALL 2
AREA 4
0.30
0.02
0.73
OUTFALL 2
AREA 5
1.41
0.48
0.93
OUTFALL 2
AREA 6
3.34
1.29
2.05
OUTFALL 3
ADDITIONAL GRASS AREA
0.25
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JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/18
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0.68
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AREA 3
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0.52
0.38
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0.96
0.30
0.66
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AREA 5
1.27
0.13
1.09
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3.14
1.28
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AREA
IMPERVIOUS
GRASS
PERMIT DRAINAGE AREA
DRIA NAGE AR EAS
SQUARE FEET
SQUARE FEET
SQUARE FEET
PERMIT DRAINAGE
AREA 1
35,508
19,784
15,724
AREA 1
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AREAS 2,3 ( REMAIN ING AREA),
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4, 5, AND ADDITIONALGRASS
AREA 2
340,140
127,822
212,313
AREA. THIS AREA INCLUDES
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FUTURE IMPERVIOUS AREA NOT
INDICATED ABOVE.
PERMIT DRAINAGE
AREA 3
60,112
29,620
30,492
AREA 3 (INFILTRATION BASIN)
(INFILTRATION BASIN)
TOTAL AREA
435,760
177,226
258,534
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ADDITIONAL GRASS AREA
GRAPHIC SCALE
0 60' 120' 180' 240'
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REMOVE SIGN
10
CUT AND PLUG PIPE
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CLEAR & GRUB WITHIN LIMITS OF
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23
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31
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NOTES: aEIN.O
APPROVED
1. REFER TO SHEET C-001 FOR LEGEND.
FOR COMMANDER NAVFAC
2. REFER TO SHEET C-601 FOR EXISTING UTILITY SCHEDULES. ACTIVITY
3. REFER TO SHEETS CD101 - CD106 FOR SITE APPROVAL LIMITS. JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/18
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19
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CLEAR & GRUB WITHIN LIMITS OF DEMOLITION
21
CUT PIPE
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25
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29
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UTILITY DEMOLITION NOTE:
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4750 New Broad S4eet
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NOTES: IEwo
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FOR COMMANDER NAVFAC
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25
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JOANNE KRAUSE (BY EMAIL)
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SATISFACTORYTO DATE 02/05/18
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NOTES: NE.0
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1. REFER TO SHEET C-001 FOR LEGEND.
FOR COMMANDER NAVFAC
2. REFER TO SHEET C-601 FOR EXISTING UTILITY SCHEDULES. ACTIVITY
JOANNE KRAUSE (BY EMAIL)
3. REFER TO SHEETS CD101 - CD106 FOR SITE APPROVAL LIMITS.
SATISFACTORYTO DATE 02/05/18
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17 REMOVE MANHOLE AND BACKFILL
18 BUILDING DEMOLISHED (BY OTHERS)
19 REMOVE PIPE AND BACKFILL
21 CUT PIPE
22 REMOVE CONCRETE PAD/ STOOP
23 REMOVE STEAM PIPE AND BACKFILL TRENCH
24 REMOVE STEAM VAULT AND BACKFILL
25 REMOVE LIGHT/UTILITY POLE (SEE ELECTRICAL DRAWINGS)
28 REMOVE STEPS
29 REFER TO ELECTRICAL DEMOLITION PLAN.
31 CONTACT PIEDMONT NATURAL GAS [phone] FOR RELOCATION
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NORTH
ENGINEERS t SURVEYORS
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❑3 CURB & GUTTER (REFER TO DETAIL C-503/D3)
® CONCRETE PAVEMENT (REFER TO DETAIL C-504/C1)
© BITUMINOUS PAVEMENT (HEAVY DUTY) (REFER TO DETAIL C-503/C1)
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15 CONCRETE ENTRANCE (REFER TO DETAIL C-503/A4)
21 PAVEMENT INTERFACE (REFER TO DETAIL C-503/A1)
22 REFER TO LANDSCAPE DRAWINGS
23 REFER TO ELECTRICAL DRAWINGS
27 GRASS CHANNEL (REFER TO DETAIL C-507/C4)
28 CURB AND GUTTER WITH CURB SLOTS
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36 GRAVEL BORDER (REFER TO LANDSCAPE PLANS)
37 DOWNSPOUT WITH SPLASH BLOCK
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42 GRAVEL DIAPHRAGM (REFER TO DETAIL C-503/C3)
46 STOP SIGN (REFER TO DETAIL C-505/B4)
47 STOP BAR (REFER TO DETAIL C-505/D1)
55 "DO NOT ENTER" SIGN (REFER TO DETAIL C-505/D4)
OPTION ITEM NOTES:
REFER TO C-003 FOR BASE BID PLAN AND C-004 FOR PLAN
WITH OPTION NO. 1 AND NO. 2.
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2. ** OPTION ITEM NO. 2.
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NOTES:
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1. REFER
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3. REFER
TO
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TO
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11 HANDICAP SYMBOL (REFER TO DETAIL C-505/C1)
12 PAINTED ISLAND (REFER TO DETAIL C-505/61)
15 CONCRETE ENTRANCE (REFER TO DETAIL C-503/A4)
17 HANDICAP PARKING SIGN (REFER TO DETAIL C-505/D3)
19 4' WHITE PAINT LINE (REFER TO DETAIL C-505/A1)
21 PAVEMENT INTERFACE (REFER TO DETAIL C-503/A1)
23 REFER TO ELECTRICAL DRAWINGS
25 TURNED DOWN EDGE SIDEWALK (REFER TO DETAIL C-503/A2)
26 CONCRETE FLUME - TYPE 1 (REFER TO DETAIL C-505/A2)
27 GRASS CHANNEL (REFER TO DETAIL C-507/C4)
28 CURB AND GUTTER WITH CURB SLOTS AT 9' O.C.
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42
GRAVEL DIAPHRAGM (REFER TO DETAIL C-503/C3)
1. REFER TO
SHEET C-001
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LICENSE#AA C000564 CEB0000629
®
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2. REFER TO
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FOR COMMANDER NAVFAC
47
STOP BAR (REFER TO DETAIL C-505/D1)
4. REFER TO
SHEET CS101
FOR
SITE CONTROL POINT TABLE.
ACTIVITY
JOANNE KRAUSE (BY EMAIL)
49
WATERLINE OFFSET (REFER TO DETAIL C-508/A3 AND PROFILES)
5. REFER TO
SHEET C-306
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SATISFACTORY TO DATE 02/05/18
52 PROVIDE PAVEMENT PATCH AT ELECTRICAL DUCT.
MAINTAIN A MINIMUM OF ONE LANE OPEN AT ALL TIMES.
WATER NOTES
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© FIRE HYDRANT W/ 5' STORZ CONNEC11ON
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331250.02
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331256.84
2501712.61
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331379.95
2502095.49
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331374.77
2502080.33
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331513.04
2502050.02
W6
331545.25
2502069.86
W7
331626.14
2502059.51
W8
331632.73
2502064.61
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331726.62
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NAVFAC DRAWING NO.
NOTE: 12760460
IF THIS DRAWING IS LESS THAN 34" X 22" SHEET 42 OF 376
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07 BITUMINOUS PAVEMENT (NORMAL DUTY) (REFER TO DETAIL C-503/Dt)
12 PAINTED ISLAND (REFER TO DETAIL C-505/B1)
15 CONCRETE ENTRANCE (REFER TO DETAIL C-503/A4)
19 4° WHITE PAINT LINE (REFER TO DETAIL C-505/A1)
21 PAVEMENT INTERFACE (REFER TO DETAIL C-503/A1)
22 REFER TO LANDSCAPE DRAWINGS
23 REFER TO ELECTRICAL DRAWINGS
25 TURNED DOWN EDGE SIDEWALK (REFER TO DETAIL C-503/A2)
26 CONCRETE FLUME - TYPE 1 (REFER TO DETAIL C-505/A2)
27 GRASS CHANNEL (REFER TO DETAIL C-507/C4)
28 CURB AND GUTTER WITH CURB SLOTS AT 9' O.C.
(REFER TO DETAIL C-505/A3)
32 CURB SLOT WITH RIP -RAP (REFER TO DETAIL C-505/A4)
39 PARKING BUMPER (REFER TO DETAIL C-504/C5)
® FUEL EFFICIENT PARKING SIGN (REFER TO DETAIL C-505/C2)
41 CAR POOL/ VAN POOL SIGN (REFER TO DETAIL C-505/D2)
COORDINATE FOUNDATIONS WITH ELECTRICAL DUCT BANK.
REFER TO ES502.
51 CONCRETE FLUME - TYPE 2 (REFER TO DETAIL C-505/C5)
NOTES:
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2. REFER TO C-401 FOR CONCRETE JOINTING PLANS.
3. REFER TO SHEET CS101 FOR SITE CONTROL POINT TABLE.
4. REFER TO SHEET C-508 FOR RESTRAINED JOINT NOTES.
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19
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22
REFER TO LANDSCAPE DRAWINGS
23
REFER TO ELECTRICAL DRAWINGS
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REFER TO MECHANICAL, ARCHITECTURAL AND STRUCTURAL DRAWINGS
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26
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22.422.433 22.26 I i
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TC 24:117 I I
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23.13 I I p
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22.98 I I I
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MATCHLINE SEE SHEET CG104
MFORTH
ENG.NEERS + SURVEYORS
EROSION & SEDIMENT CONTROL MEASURES
IP
INLET PROTECTION
(NC 6.51)
(REFER TO
DETAIL
C-502/ B4)
®
TREE PROTECTION
(NC 6.05)
(REFER TO
SHEET
LPO02)
®S
OUTLET STABILIZATION STRUCTURE (NC 6.41)
(REFER TO
SHEET
C-501/ A2)
RIP
ROCK PIPE
INLET
PROTECTION (NC 6.55)
(REFER TO
DETAIL
C-502/ A4)
SF
TEMPORARY
SEDIMENT
FENCE NC 6.62)
(REFER TO
DETAIL
C-502/ C1T
CE
TEMPORARY
GRAVEL CONSTRUCTION ENTRANCE (NC 6.06)
(REFER TO
DETAIL
C-502/ Al)
NOTES:
1. REFER TO SHEET C-001 FOR LEGEND.
2. REFER TO SHEET C-602 FOR STORM SEWER SCHEDULE.
3. ADJUST RIMS OF ALL EXISTING UNDERGROUND UTILITY
STRUCTURES TO FINISH GRADES WHETHER INDICATED OR NOT
4. GRADE ALL PARKING LOT ISLANDS TO DRAIN TO PAVEMENT AT
A 2% MIN. SLOPE.
CG101
CG106
CG102
CG105
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3"
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CG103 `J
CG 104
CG107
KEY MAP
GRAPHIC SCALE
" = 0 20' 40' 60' 80'
1 20'
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY
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ELEC. CABLE
C.B. "1"
-
PIPE CONNECTION "A"
-
- RIM: 28.67
INV. 8" (SE) = 23.38
- -
ELEC. CABLE
-- - --
�,
INV. 15" (N) = 22.41
,\
24.0
C2
INV. 8" (NW) = 24.18
16' - 8" S. 0 5.00%
C.B. "2"
BUILD OVER
22.0
--
113
RIM: 25.24
EXISTING PIPE
_
"
-
_INV. 15" (S) = 20.16
2.00$
INV. 15" (NE) = 19.16
20.0
w3"
-
-
_ -- - --- _
-MK- (NOTE -1)-
66' - 15" S. 0 1.00%
RIM: 22.24
INV. 15" (SW) = 18.50
18.0
16.0
14.0
I
10+00
I
11+00
I
12+00
STORM SEWER PROFILE
HORZ: 1 " = 20'
12.0
VERT.: 1" = 2.0'
UNKNOWN DEPTH
HEADWALL 04"
INV. 12" (SW) = 23.50
24.0 -_ ---
22.0
20.0 GAS LIN
-CLE
18.0 - - --
16.0
14.0
12.0
EX/STING
SURFACE
PROPOSED
SURFACE
BLUE UT/CI Y PAINT
24' - 12" S. 0 3.08%
PIPE END "50
INV. 12" (NE) = 22.75
6 MIN. }
I
E GAS�ELECTRICAL
(RELOCATE) DUCT
OPTION ITEM #2
I
10+00
STORM SEWER PROFILE
HORZ: 1" = 20'
VERT.: 1 " = 2.0'
26.0
24.0
- 22.0
- - 20.0
18.0
16.0
I
11+00
14.0
12.0
INV. 12" (NW) -_ 22.75
EXIST/NC
SURFACE -----
24.0 PROPOSED - -
�URFACE
22.0
18" C
72" E. W. APPROX DEPTH
20.0 (RELOCATE, PROVIDE OFFSET)
12" W.
18.0 - ----
16.0
.iu(
12.0
1
13+00
- 12" S. 0 6.04%
- E uG COMM - COORDINATE W/
(TOP OF DUCT) ELECTRICAL
fBUILD OVER
EXISTING PIPE
E. C.B. (NOTE 2) "015"
RIM: 23.50
INV. 18" (SE) = 20.61
E. GAS
(RELOCATE)
is E S
0' _ -fib" -�
GAS LINE (6" CLEAR)
S. MH. i"
RIM: 24.18
INV__12' _.(SE) 91 14
INV. 18" (NW) = 20.64
12" E SAN.
.. ,. 10+00
I
11+00
STORM SEWER PROFILE
HORZ: 1" = 20'
VERT.: 1 " = 2.0'
1 1 2 1 3 1 4
22.0
20.0
18.0
16.0
12.0 1
28.0
26.0
16.0
14.0
12.0
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SATISFACTORYTO DATE 02/05/18
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HORZIONTAL 1" = 20'
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0 2.0' 4.0' 6.0' 8.0'
EPROJECTNO.: 1430035
VERTICAL 1" = 2.0' ImmmimmummmommlcoNsrR.
coNTR.No.
TBD
NAVFAC DRAWN'G NO..
NOTE:
12760471
IF THIS DRAWING IS LESS THAN 34" X 22"
SHEET 53 OF 378
IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY
C-301
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18.0
16.0
A 14.0
12.0
26.0
C.B. "18"
RIM: 23.46
INV. 15" (W) = 20711 PROPOSED
INV. 15" (Ill = 20.71 SURFACE 24.0
_ _ / ExISTING
F.E.S. 019" 22.0
F.E.S. "17" � - - - 20.0
INV. 15" (E) = 20.80 00 44' - 15" SAN. 0 0.25%
37' - 15" SAN. 0 0.25% 10" E W APPROX. DEPTH
^ (REL.00ATE, PROVIDE OMM 18.0
16.0
STORM SEWER PROFILE
HORZ: 1" = 20'
VERT.: 1" = 2.0'
14.0
K0411A
24.0 1
PROPOSED
SURFACE
22.0
EXISTING
C.B.
(NOTE 5) -23"
1 s!/RFACE
--__----- --
ELEC. CABLE r /
- -- - - - - --
RIM:
INV.
INV.
,
24.65
15" (E) = 17.65
18' (SE) = 17.41
4"-N = 22.15
20.0
INV. 6" (Ill = 22.15
----------
INV.
6"(Ill 22.15
- 91' - 15" S. 0 0.25%
18.0
"Ti
C.I. '22"
RIM: 22.21
INV. 15* _ 17.88
16.0
(W)
I
10+00
STORM SEWER PROFILE
HORZ: 1 " = 20'
VERT.: 1" = 2.0'
S. MH. "21"
24.0 RIM: 22.89
-- - - INV. "
C.B. "20" INV. 18' (Ill = 17.48
RIM: 21.80 PROPOSED
22.0 INV. 18" (NW) = 17.58 SURFACE
20.0 1
16.0
BUILD OVER
EXISTING PIPE
SURFACE C.B. (NOTE 5) "23"
__-______ __ RIM: 24.65
INV. 15" (E) = 17.65
INV. 18' (SE) = 17.41
"
twl 22 15
INV. 6' (Ill = 22.15
--_-- ---I tjv.Aft (IlW) 22.15
48' - 180 S. 0 0.20% 78" E s 1
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10+00
38- 18" S. 0 0.20%
14.0
I
11+00 12.0
STORM SEWER PROFILE
HORZ: 1" = 20'
VERT.: 1 " = 2.0' 10.0
26.0 - - - - -- _ 1-- BUILD OVER
FC-311
SURFACE
22.0
- - - )(NO1
ExisriNc RIM: 25.53
suRFACE 1 on yy, . 15" (E) = 17.16
20.0
/
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- C.I. "24"
RIM: 20.64
INV. 15' (W) = 17.42
10+00 11+00
STORM SEWER PROFILE
HORZ: 1" = 20'
VERT.: 1 " = 2.0'
1 1 2 1 3 1 4
24.0
22.0 1
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14.0 1
12.0 1
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FOR COMMANDER NAVFAC
ACTIVNV
JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/18
DES CAB
DRW CAD
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SCALE: GRAPHIC
0 2.0' 4.0' 6.0' 8.0'
EPROJECTNO: 1430035
VERTICAL 1" = 2.0'
CONSTR, CONTR. NO.
TBD
NAVFAC DRAWING NO.
NOTE;
12760473
IF THIS DRAWING IS LESS THAN 34" X 22"
SHEET 55 OF 378
IT IS A REDUCED SIZE DRAWING FOR
C-303
OFFICIAL USE ONLY
5 DRMFMMREVISION 10WRC M
i■

1 2
NORTH CAROLINA SEEDING REQUIREMENTS
TEMPORARY GROUND COVER
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
D RYE GRAIN 120
THE USE OF ANNUAL RYE GRASS IS PROHIBITED FOR
USE IN ANY APPLICATION
C
0
0
ANNUAL LESPEDEZA 50
(KOBE IN PIEDMONT AND COASTAL PLAIN)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF
TEMPORARY COVER IS NOT TO 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 DISK 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
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
SEEDING DATES
COASTAL PLAIN APR. 15-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 LB/ACRE GROUND AGRICULTURE 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 DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE 1
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
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) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
PERMANENT GROUND COVER
AREAS DISTURNED DURING CONSTRUCTION NOT
OCCUPIED BY BUILDINGS, WALKS OR PAVEMENT MUST
BE SODDED. SEE LANDSCAPE PLANS.
NORTH CAROLINA SODDING REQUIREMENTS (NC 6.12)
SODDING
VARIETIES - CENTIPEDE GRASS NO IMPROVED
VARIETIES
PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF
2 TONS/ACRE (100 LB/ 1,000 FT) AND FERTILIZER
AT A RATE OF 1,000 LB/ ACRE (25 LB/ 1,000 FT)
OF 10-10-10 IN FALL OR 5-10-10 IN SPRING.
CENTIPEDE SOD CAN BE APPLIED AT ANY TIME OF
YEAR AND WILL BE PROPERLY MANAGED UNTIL GROW
IN HAS ESTABLISHED.
i
AFTER THE FIRST WEEK, WATER AS NECESSARY TO
MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE
AND PREVENT DORMANCY OF THE SOD.
MOW TURFED AREA TO A MINIMUM AVERAGE HEIGHT
OF 1 1/2 INCHES WHEN AVERAGE HEIGHT OF GRASS
BECOMES 2 INCHES FOR SPRING/SUMMER
MAINTENANCE AND TO A MINIMUM AVERAGE HEIGHT OF
2 INCHES WHEN THE AVERAGE HEIGHT OF GRASS
REACHES 3 INCHES FOR FALL MAINTENANCE.
AFTER THE FIRST GROWING SEASON, ESTABLISHED
SOD REQUIRES FERTILIZATION, AND MAY ALSO
REQUIRE LIME. APPLY TURF FERTILIZER IN A
MANNER THAT PROMOTES HEALTH, GROWTH, VIGOR,
COLOR AND APPEARANCE OF CULTIVATED TURF AREAS.
THE METHOD OF APPLICATION, FERTILIZER TYPE AND
FREQUENCIES MUST BE DETERMINED BY THE
LABORATORY SOIL ANALYSIS RESULTS THE
REQUIREMENTS OF THE PARTICULAR TURF SPECIES.
FERTILIZER MUST BE APPLIED BY APPROVED METHODS
IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
SOIL REMOVAL NOTE:
NO SOIL FROM CONSTRUCTION SITES MUST LEAVE MARINE CORPS
BASE CAMP LEJEUNE WITH THE EXCEPTION OF ENVIRONMENTAL
REMEDIAL ACTIVITIES. DISPOSE OF ANY SURPLUS SOIL THAT
CANNOT BE REUSED ON ITS ORIGINATING SITE TO ONE OF THE
FOLLOWING LOCATIONS:
3
EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES MUST BE CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING DESIGN MANUAL (REVISED JUNE 2006).
2. THE CONTRACTOR MUST APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS
OF THE LAST LAND DISTURBING ACTIVITY FOR THE PERIMETER DIKES,
SWALES, DITCHES AND SLOPES, HIGH QUALITY WATER (HWQ) ZONES
AND SLOPES STEEPER THAN 3:1. SOIL STABILIZATION MUST ALSO BE
APPLIED TO DENUDED OR DISTURBED AREAS WITHIN 14 DAYS OF THE
LAST LAND DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND
OTHER AREAS WITH SLOPES FLATTER THAN 4:1. SOIL STABILIZATION
MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE
EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE
PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.
4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL
DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7
CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN EVENT.
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT
THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS
STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS
PROVIDED SEEDING. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. SEDIMENT MUST BE REMOVED
WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO
THE TOP OF THE BARRIER. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT. TO FACILITATE RAINFALL MONITORING A
RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE STABILIZATION HAS
BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED
TO THE GOVERNMENT AND ALL TEMPORARY EROSION/SEDIMENTATION
CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY
CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION.
A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN,
LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE
MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. THE
CONTRACTOR IS ADDITIONALLY RESPONSIBLE TO CONDUCT PHASED
SELF -INSPECTIONS REQUIRED IN THE EROSION CONTROL PERMIT
APPROVAL. THESE INSPECTIONS MUST BE MAINTAINED ALONG WITH
THE NPDES INSPECTIONS.
5. THE CONTRACTOR MUST LIMIT SITE ACCESS BY CONSTRUCTION
VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION
ENTRANCE. SEDIMENT MUST BE REMOVED FROM PAVED AREAS ON A
DAILY BASIS.
A. AREAS MANAGED BY G-3/5 FOR REUSE ON TRAINING AREAS FOR
SEEDING MIXTURE
VARIOUS MAINTENANCE ACTIVITIES:
SPECIES RATE (LB/ACRE)
B. 3.1 ACRE STORAGE EAST OF OP-4 ON SNEADS FERRY ROAD.
RYE GRAIN 120
THE USE OF ANNUAL RYE GRASS IS PROHIBITES FOR
C. 3.5 ACRE STORAGE WITHIN TLZ CONDOR OFF VERONA LOOP
USE IN ANY APPLICATION
ROAD.
SEEDING DATES
2.
PRIOR TO DELIVERING SOIL TO THESE STOCKPILE LOCATIONS, THE
COASTAL PLAIN AND PIEDMONT - AUG 15-DEC 30
FOLLOWING MUST BE CONDUCTED:
SOIL AMENDMENTS
3.
COORDINATE WITH G-3/5, MR. DAVE LYNCH OR MR. BILL VAN PELT,
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
MCI EAST-MCB CAMLEJ AT [phone]/8799, TO DETERMINE
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND
CAPACITY AVAILABLE AT THE STORAGE LOCATIONS.
1000 LB/ACRE 10-10-10 FERTILIZER.
4.
ALL SOILS WILL BE CLEAR OF DELETERIOUS ORGANIC MATERIAL
MULCH
SUCH AS BRUSH, STUMPS, ROOTS AND TIMBER AND REFUSE AND
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
CONSTRUCTION DEBRIS.
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
5.
CONTACT POINT OF CONTACTS LISTED ABOVE 7 TO 10 DAYS IN
STRAIGHT CAN BE USED AS A MULCH ANCHORING
ADVANCE TO COORDINATE DELIVERY OF MATERIAL AT THE STORAGE
TOOL.
LOCATIONS.
6.
SOIL CONTAMINATED WITH DEBRIS OR CHEMICALS CANNOT BE
DISPOSED AT THE STOCKPILE LOCATIONS. IF CONTAMINATED SOILS
ARE SUSPECTED OR CONFIRMED THROUGH PRESENCE OF UXO,
ODORS, OR VISUAL STAINING, AFFECTED SOILS MUST BE PROPERLY
TESTED, MANIFESTED, AND DISPOSED OF IN ACCORDANCE WITH RCRA
REGULATIONS. CONTACT BASE EMD, ER PROGRAM MANAGER, FOR
MORE INFORMATION.
v
6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS MUST BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION
AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL
AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE.
7. THE CONTRACTOR MUST MONITOR AND TAKE PRECAUTIONS TO
CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER,
MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF
CONSTRUCTION SITE TRAFFIC.
8. EFFLUENT FROM DE -WATERING OPERATIONS MUST BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE
STORM DRAINAGE SYSTEM.
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY
TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED
NECESSARY BY THE PLAN APPROVING AUTHORITY.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT
TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED.
AFTER STABILIZATION IS COMPLETE. ALL MEASURES MUST BE
REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT MUST BE SPREAD
AND SEEDED.
11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT
0
LIMITS MUST BE REMOVED BY THE CONTRACTOR.
12. OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE
FURNISHED FROM EXCAVATIONS FROM SOURCES OUTSIDE OF
GOVERNMENT PROPERTY. NO SOIL FROM CONSTRUCTION SITES MUST
LEAVE MARINE CORPS BASE CAMP LEJEUNE WITH THE EXCEPTION OF
ENVIRONMENTAL REMEDIAL ACTIVITIES. SEE SOIL REMOVAL NOTE.
13. EROSION CONTROL DETAILS REFERENCE PRACTICES AND
SPECIFICATIONS IN THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
OUTLET CONSTRUCTION SPECIFICATIONS
WIDTH = La +d0
PLAN - NO WELL DEFINED CHANNEL
STRUCTURE
5
La
= 5'
STRUCTURE
8
La
= 7'
STRUCTURE
19
La
= 6'
SECTION B-B
MAINTENANCE
1. INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIP -RAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIP -RAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY
FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIP -RAP THICKNESS.
2. THE RIP -RAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR
ANY DAMAGE BY REMOVING THE RIP -RAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS MUST
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A
MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE
FILTER CLOTH.
4. RIP -RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIP -RAP MUST BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER BUT NOT LESS THAN 18-INCHES.
6. RIP -RAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE
HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END.
MAKE THE TOP OF THE RIP -RAP AT THE DOWNSTREAM END LEVEL WITH
THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN
THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH
VEGETATION IN ACCORDANCE WITH SEEDING REQUIREMENTS.
OUTLET STABILIZATION STRUCTURE
A
(NCDEQ E & S CONTROL MEASURE OSS )
NC 6.41
N.T.S.
BAMFORTH
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) PRIOR TO
CONSTRUCTION.
3. HOLD PRECONSTRUCTION CONFERENCE WITH PUBLIC WORKS OFFICER AT LEAST ONE WEEK
PRIOR TO CONSTRUCTION.
4. REVIEW PHASING PLANS AND PERFORM THE FOLLOWING WORK WITHIN PHASED AREAS AS
DESIGNATED.
5. FIELD MARK THE LIMITS OF DISTURBANCE. FLAG INFILTRATION BASIN AREA, PROTECT
INFILTRATION AREA PER THE INFILTRATION AREA CONSTRUCTION NOTES ON C-001 AND
INSTALL SILT FENCE,
6. INSTALL STABILIZED CONSTRUCTION ENTRANCE
7. CLEAR AND GRUB AS NECESSARY TO INSTALL INLET PROTECTION AND PERIMETER EROSION
AND SEDIMENT CONTROLS WITHIN ALL PHASES.
8. REROUTE UTILITIES AND INSTALL CONSTRUCTION ACCESS DRIVE IN PHASE 4 PER PHASING
NOTES.
WITHIN PHASES, OPTIONS AND NOTES SHOWN ON THE PHASING DRAWINGS C-006 AND C-007:
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCES, 2, 2C AND 3..
10. COMPLETE SITE CLEARING.
11, ROUGH GRADE SITE.
12. MINIMIZE THE AMOUNT OF EXPOSED AREAS DURING CONSTRUCTION. MAXIMUM AMOUNT OF
EXPOSED AREA IS 10 ACRES.
13. STABILIZE GRADED AND DISTURBED AREAS IMMEDIATELY AFTER GRADING. PROVIDE TEMPORARY
SEEDING AND MULCHING ON ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES NOT
COVERED BY BITUMINOUS PAVEMENT. PROVIDE PERMANENT STABILIZATION IMMEDIATELY ON
AREAS THAT HAVE BEEN FINAL GRADED. APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS FOR SLOPES STEEPER
THAN 3:1 AND 14 DAYS FOR SLOPES 3:1 OR FLATTER.
14. INSTALL STORM DRAINAGE SYSTEM AND PROTECT FROM USE.
15. REMOVE SILT FENCE AS NEEDED TO INSTALL INFILTRATION BASIN PER NOTES ON C-001.
REESTABLISH SILT FENCE.
16. INSTALL WATER AND SEWER.
17. BEGIN BUILDING CONSTRUCTION.
18. CONSTRUCT PAVING.
19. COMPLETE SITE WORK.
20. REMOVE CONSTRUCTION ENTRANCES AND COMPLETE PAVING.
21. PROVIDE FINAL SITE GRADING AND PERMANENT STABILIZATION.
22. REMOVE SILT FENCE AT INFILTRATION BASIN AND INSTALL GRAVEL DIAPHRAGM.
23. MEASURES MUST BE INSPECTED PER THE EROSION AND SEDIMENT CONTROL NOTES.
24. REMOVE TEMPORARY EROSION CONTROL MEASURES AT THE END OF CONSTRUCTION PER THE
EROSION AND SEDIMENT CONTROL NOTES.
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
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APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO
DATE
02/05/16
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S. KOZENSKI / G. COOKE
BRANCH MANAGER
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1 ' 2 ' 3 4 5

1 1 2 1 3 1 4 1 5
CONSTRUCTION SPECIFICATIONS
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TOP & BOTTOM
STRAIN SHALL BE 10
GAUGE MIN. -
m
MIDDLE & VERTICAL WIRES
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NCDOT #5 OR #;
FILTER FABRIC WASHED STONE
COMPACT FILL
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III��I III IIII II�IIIIII i IIII III II III III III III
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STEEL POST: 2'-0" DEPTH
I I
EXTENSION OF FABRIC & L-
WIRE INTO TRENCH
SECTION AT BASE
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH &
MAINTENANCE
WITH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING.
1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH & FASTEN ADEQUATELY TO THE WIRE
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
AS DIRECTED BY THE CONTRACTING OFFICER.
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
3. PROVIDE 5'-0" STEEL POST OF THE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
SELF -FASTENER ANGLE STEEL TYPE.
THE FENCE. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT
DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY SEDIMENT FENCE
(NCDEQ E & S CONTROL MEASURE SF )
NC 6.62
N.T.S.
B
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS
2. LOCATE ENTRANCE(S) TO PROVIDE FOR
UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3. ENTRANCE MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC
TOP -DRESSING WITH STONE WILL BE
NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT
ALL POINTS OF EGRESS & UNTIL SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF
THE DEVICE & TIMELY MAINTENANCE.
6. NUMBER & LOCATION OF CONSTRUCTION
ENTRANCES TO BE AS SHOWN.
7. USE CLASS 'A' STONE.
8. PLACE FILTER FABRIC BENEATH STONE
2"-3" COARSE AGGREGATE
6 IN. MIN. DEPTH
A 10'
MIN
EDGE OF EXISTING ROADWAY PAVEMENT
12' MIN
4' MAX
19-GUAGE HARDWARE CLOTH
NCDOT #5 OR #57
WASHED STONE -
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL
VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND
DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT
TRAP OR OTHER SUITABLE OUTLET.
z_ 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE
STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT
o TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS
NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, GUTTER
MIDDLE, AND BOTTOM. PLACE A 2-FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING.
CURB INLET
(OPENING 36" WIDE U.N.O.)
/- CURB
moo
NE I FM
4. PLACE A CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 CURB INLET FILTER - 6" MIN.
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND DIAMETER AND 24" MIN.
SMOOTH TO AN EVEN GRADE. LONGER THAN INLET OPENING;
CENTER ON OPENING AND
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN ENSURE FLUSH FIT AGAINST
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH CURB &GUTTER
FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
ENSURE THE PROTECTIVE DEVICES ARE SECURED IN THEIR
INTENDED LOCATION. CLEAR THE WIRE MESH AND AREAS
OF WATER FLOW OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE TO NOT DAMAGE OR NOT UNDERCUT THE WIRE
MESH
DURING SEDIMENT REMOVAL. REPLACE STONE AS
NEEDED.
INLET PROTECTION
B4 (NCDEQ E & S CONTROL MEASURE IP )
NC 6.51
NCDOT #5 OR # 57
WASHED STONE
SEDIMENT FLOW
STORAGE ZONE c4 ��
FLOOD -
STORAGE
ZONE
MAX. SEDIMENT DEPTH
CURB INLET FILTER NOTE
FORTH
ENGINEERS t SURVEYORS
MANHOLE COVER
1. INLET PROTECTION ROLL - 6" MINIMUM DIAMETER GEOTEXTILE FILLED
WITH STONE, SHREDDED TIRE, OR SYNTHETIC MATERIAL MANUFACTURED
FOR THE SOLE PURPOSE OF FILTERING STORM WATER WHILE STOPPING
FINE SEDIMENT AND DEBRIS, INCLUDING ASPHALT MILLINGS. THE INLET
PROTECTION ROLL SHALL BE PROPERLY SIZED TO THE CURB INLET,
FLEXIBLE ENOUGH TO CONFORM TO THE CURB GEOMETRY AND ANY
CURB RADIUS, AND SHALL ALLOW EXCESSIVE STORM WATER QUANTITIES
TO PASS VIA A BUILT-IN PROTECTIVE OVERFLOW DESIGN IN ORDER TO
NOT ALLOW WATER TO POND ONTO THE ADJACENT ROAD SURFACE
DURING OR FOLLOWING RAINFALL. SECURE THE ROLL ONTO THE CURB
PER MANUFACTURERS INSTRUCTIONS. ACCEPTABLE PRODUCTS ARE
DANDYCURB BY DANDY PRODUCTS, GUTTEREEL BY FRIENDLY
ENVIRONMENT, AND GUTTERBUDDY BY INDUSTRIAL PRODUCTS, INC.
NAIUKAL UKOUND
RIP -RAP HEADWALL, 1' MIN. HEIGHT FROM
ROAD SHOULDER
3'
CLASS B
RIP -RAP
O
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SECTION
N.T.S.
Al TEMPORARY CONSTRUCTION ENTRANCE A4 ROCK PIPE INLET PROTECTION
(NCDEQ E & S CONTROL MEASURE CE ) (NCDEQ E & S CONTROL MEASURE RIP )
NC 6.06 NC 6.55
N.T.S. N.T.S.
1 2 3 4
MAINTENANCE
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10 08 2019 a.
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LICENSE#AA C000564 #EB ODOM
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST
NE INFO
WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER)
APPROVED
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA
FOR COMMANDER NAVFAc
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACTNITV
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE
TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE
JOANNE KRAUSE (BY EMAIL)
DESIGNATED DISPOSAL AREA AND REPLACE THE
SATISFACTORYTO DATE 02/05/18
CONTAMINATED PART OF THE GRAVEL FACING.
DES CAB
I DRW CAD
c„K ALB
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP
PM/DM S. KOZENSKI /G. COOKE
BRANCH MANAGER
DISPLACED FROM THE STONE HORSESHOE MUST BE
CHIEFENGIARCN B.FORBES
REPLACED IMMEDIATELY.
FP ENGINEER
3. AFTER ALL THE SEDIMENT-PRODUCUNG AREAS HAVE
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BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE
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AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA
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PERMANENT GROUND COVER (SURFACE STABILIZATION).
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CONSTRUCTION SPECIFICATIONS
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EXCAVATION AND DISPOSAL OF SPOIL.
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WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE
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5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
SCALE' NONE
STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL
GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND
PROJECONTR. 1430035
STABILIZE WITH GROUND COVER..
CONSTR. No.
TBD
NAVFAC DRAWING NO..
NOTE: 12760477
IF THIS DRAWING IS LESS THAN 34" X 22" SHEET 59 OF 378
IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY C-502
5 DRAWFORM REVISION 10"NtC M
I
A
0 ■

1
I
2" MIN. BITUMINOUS CONCRETE
SURFACE COURSE
8" MIN. AGGREGATE BASE
COURSE
°
GEOTEXTILE
° °
°
° o ° o °
°
__________
WHERE FINISHED
TOP OF CURB = -
°
° ° ° °
GRADE IS BELOW
° o °
° o ° ° o
ELEVATION 23.20 SIDEWALK ELEVATION
° o
° 0 0 0 ,
77X X ° X X
8" MIN STRUCTURAL
FILL ONLY WHERE
FINISHED
j\
BELOW ELEVATIONS
23.20. DO NOT
COMPACTED SUBGRADE PROVIDE IN AREA
BITUMINOUS PAVEMENT
OF
PARKINGTING SURFACE TOP OF CURB
2 I 3
NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
r
THE PROJECT IS LOCATED MAY BE SUBSTITUTED.
r 4"
4 5
r
5 2" RADIUS (SEE NOTE)
`oQ i i TOP OF CURB
�� BASE OF CURB =
4" MIN. AGGREGATE . , ° ° ° ° , ° °
TOP OF CURB - 6"
2' WIDE TACTILE BASE COURSE ° ° °°°O °° ° °
° 0 °
WARNING TILE zl< /K /1< /K /K THE BOTTOM OF THE
COMPACTED 6" 6" 1'-6" CURB AND GUTTER MAY
SUBGRADE BE CONSTRUCTED
TOP OF CURB = PARALLEL TO THE
BASE OF CURB SLOPE OF SUBSURFACE
COURSES PROVIDED A
SECTION (NORMAL DUTY) CE306,T0 SHEET BASTOPE OFFCURBBLESS 6" �GREATERITHAN 5' (1:12) MAX. D3 CURB AND GUTTER 77" ISMINIMUM
MANTAINED. OF
D 1 N.T.S.
N.T.S.
1.5" MIN. BITUMINOUS CONCRETE
SURFACE COURSE
- 2BASE COURSE
.5" MIN. BITUMINOUS
TACK COAT
o°
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j7 8" MIN
STRUCTURAL
COMPACTED SUBGRADE
8 MIN. AGGREGATE BASE
COURSE
BITUMINOUS PAVEMENT
SECTION (HEAVY DUTY)
N.T.S.
FACE OF BUILDING
4'-0" UNLESS NOTED OTHERWISE
B 4 1/4" RADIUS, TYP. 4 4 D p —
4
p CONCRETE
6" 6"
1/2" EXPANSION JOINT
u
CONCRETE DOOR STOOP
N.T.S.
SAW CUT, TYP.
PAINT EXPOSED SURFACE
COURSE EDGES W/ TACK
COAT I
EXISTING ,-
BASE COURSE -1
D2 HANDICAP RAMP
(TYPE 4) 2'
N.T.S.
SIDEWALK NOTE:
PROVIDE CONTROL JOINTS ® SPACING EQUAL TO WIDTH
OF SIDEWALK AND 1/2" EXPANSION JOINTS EVERY 40'
OF STRAIGHT RUN, AT CHANGES IN DIRECTION AND
AGAINST ALL STRUCTURES AND EXISTING CONCRETE,
UNLESS NOTED OTHERWISE. MINIMUM CROSS SLOPE IS
2 PERCENT.
4" CONCRETE
(SOLAR REFLECTIVE INDEX,
SRI, MUST BE 29 MIN.)
a .4 4
a a 4 4
COMPACTED SUBGRADE
CONCRETE WALK SECTION
N.T.S.
FINISHED GRADE
00
4" MIN.
AGGREGATE
E_ FINISHED BASE COURSf
GRADE
THICKENED TURN
DOWN EDGE ON
ALL 4 SIDES
BITUMINOUS PAVEMENT
SECTION AT INTERFACE
12" NEW PAVEMENT
MIN. AREA
NOTE:
PROVIDE MINIMUM THICKNESS SHOWN OR
MATCH EXISTING, WHICHEVER IS GREATER.
4„
2"R (SEE NOTE)
SURFACE
D BASE
COMPACTED SUBGRADE
cV O O O O d
0
O O
GRAVEL
DIAPHRAGM CLEAN WASHED STONE
PRETREATMENT (REFER TO LANDSCAPE PLAN)
C3 GRAVEL DIAPHRAGM
N.T.S.
TOP OF CURB =
SIDEWALK ELEVATION
TOP OF CURB
6" 6" BASE OF CURB =
TOP OF CURB LESS 6"
NOTE: STANDARD CURB SHAPE OF THE
STATE IN WHICH THE PROJECT IS LOCATED
MAY BE SUBSTITUTED.
B2 CURB
N.T.S.
SIDEWALK NOTE:
PROVIDE CONTROL JOINTS @ SPACING EQUAL TO WIDTH
OF SIDEWALK AND 1/2" EXPANSION JOINTS EVERY 40'
OF STRAIGHT RUN, AT CHANGES IN DIRECTION AND
AGAINST ALL STRUCTURES AND EXISTING CONCRETE,
UNLESS NOTED OTHERWISE. MINIMUM CROSS SLOPE IS
2 PERCENT.
WIDTH & SLOPE AS INDICATED
„ 1�8" R. TOOLED JOINT,
2 1 DEEP
PAVEMENT
SURFACE -
BITUMINOUS PAVEMENT INTERFACE DETAIL
N.T.S.
r
° v
R
4" CONCRETE
COMPACTED SUBGRADE
6" 6" 4 MIN. AGGREGATE
BASE COURSE
TURNED -DOWN -EDGE SIDEWALK
/12 f N.T.S.
TO C-D503
CONCRETE
CD
SIDEWALK TOP OF CURB =
SIDEWALK ELEVATION
z
� X
0-
O CV
N
/ \ TOP OF CURB
2' WIDE TACTILE BASE OF CURB =
TOP OF CURB LESS 6"
WARNING TILE
B3 HANDICAP RAMP
(TYPE 3)
N.T.S.
RADIAL CURB (TYP.)
SEE PLANS
FOR RADIUS
EXPANSION
JOINT
5' 1:10 MAY
GREATER THAN 5' (1:12) MAX.
1:20 MAX.
2' WIDE TACTILE TOP OF CURB =
WARNING TILE
BASE OF CURB
c7 BITUMINOUS
PAVEMENT
C4 HANDICAP RAMP
(TYPE 2)
N.T.S.
MFORTH
ENGNEERS SJRVE-0RS
TOP OF CURB =
SIDEWALK ELEVATION
CONCRETE
SIDEWALK
TOP OF CURB
BASE OF CURB =
TOP OF CURB LESS 6"
CONCRETE
SIDEWALK
-- -- - --
-
Z - -
CONCRETE
X
SIDEWALK , c— CONCRETE
2' WIDE TACTILE ��
SIDEWALK
o N o0 WARNING TILE f
� I
SLOPE DOWN ,.Y7 A" J
1:10 MAX 7�� 1 T Y\� SLOPE DOWN
(
i )
d
TOP OF CURB
BASE OF CURB =
TOP OF CURB LESS 6"
\ TOP OF CURB = TOP OF CURB =
BASE OF CURB BASE OF CURB
SEE PLAN
BITUMINOUS
PAVEMENT
B4 HANDICAP RAMP
(TYPE 1)
0
C7 CONCRETE
PAVEMENT
0
m FLOW LINE
.e
02
10 08 2019
i 0-7
SIJ&A �
4150 New Broad Street
Orlando, Florida 32814
wwwAfa..=
LICENSE AAA C000564 AEB 0000n
NE NFO
APPROVED
1:10 (MAX)
FOR COMMANDER NAVFAC
\ ACTNITY
JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/16
DES CAB DRW CAD CHK ALB
TOP OF CURB PMmM S. KOZENSKI / G. COOKE
BASE OF CURB = BRANCH MANAGER
TOP OF CURB LESS 6° CHIEFENGARCH B FORBES
1
C
FP ENGINEER
Mz B
Li
N.T.S. NOTES:
o
A5 C:7 ROADWAY
C-503
PLAN
CONCRETE ENTRANCE APR
0 oU
1. ENTRANCE TO BE POURED z z Z
MONOLITHICALLY WITH RADIAL CURB. w o Q U
z
2. "B" WIDTH SAME AS WIDTH OF
ADJACENT GUTTER. Q z
�o UO
U
3. REFER TO PLANS FOR JOINT PATTERN. z Q
4. REFE TO SHEET C-504 A4 FOR z LU
/ w O L11 a,
THICK Q J
J Q r
w
w m 0
FACE OF SLOPE AS INDICATED w w Z
CURB BY GRADES ON w Q O
B GRADING PLANS =' J Y
PAVEMENT < W C)
:) 1�:1' g,F ¢ a
Lu Q
(TE) z vCID
m, U
CONCRETE 4" MIN. AGGREGATE o W
PAVEMENT BASE COURSE COMPACTED W
SUBGRADE Z5 Z
SECTION
d N Q
A5
SCALE: NONE
EPRaecrra: 1430035
ON
N.T.S.
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
CONSTR. CONTR. NO
TBD
NAVFAC DRAWING NO.
12760478
SHEET 60 OF 378
FOR OFFICIAL USE ONLY C-503
0
2
n
5

1 2 3 4
FULL WIDTH OF APPROACH
p D1 STOP BAR
(WHITE PAVEMENT MARKING MATERIAL)
N.T.S.
NO
v� PARKING SPACE
HANDICAP PARKING SYMBOL
N.T.S.
45'
SEE PLAN
B1 PAINTED ISLAND
N.T.S.
un urr n♦ulT
Al 4" WHITE PAINT LINE
N.T.S.
4" WIDE
WHITE PAINT
STRIPE (TYP.)
09
CAR POOL
AND
VAN POOL
ONLY
LINE OR END
4RKING SPACE CAR POOL / VAN
POOL SIGN
D2 N.T.S --
(12" X 18")
RESERVED
PARKING
LOW -EMISSION &
FUEL -EFFICIENT
VEHICLE
C2 FUEL EFFICIENT PARKING SIGN
N.T.S
(GREEN BACKGROUND WHITE LETTERING)
CURB &
GUTTER -
4" THICK MIN.
AGGREGATE
BASE COURSE EXTEND
6" BEYOND CONCRETE
B2 CROSSWALK DETAIL
(WHITE RETROREFLECTIVE PAINT)
N.T.S.
"
1 4"'
"
EXPANSIONI /
JOINT
L -\
v °
b
PARKING BY
DISABLED
PERMIT
ONLY
HANDICAP PARKING
D3 SIGN
N.T.S
(12" X 18")
2"R TYPICAL EA.
CURB (SEE NOTE)
COMPACTED!6" C V-16"
SUBGRADE
NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
THE PROJECT IS LOCATED MAY BE SUBSTITUTED.
A2 CONCRETE FLUME (TYPE_1
N.T.S.
2
DO NOT ENTER
D4 SIGN (135-1)
NTS
(30" x 301
VAN
ACCESSIBLE,
VAN ACCESSIBLE "B"
(MUTCD R7-8A)
C3 N.T.S
(18" X 9")
DETAILS A5 AND
B5 DELETED
CA3 CURB SLOT
N.T.S.
CENTER EVERY
9 FEET OR AT SINGULAR
LOCATION INDICATED.
01
I nv Llvl Llvl
ATTACH SIGN TO POST W/
STAINLESS STEEL BOLTS,
NUTS & WASHERS.
2'-0" MIN.
EDGE OF PAVEMENT
OR WALK
STEEL
BREAKAWAY
POST —�
NOTES:
1. SIGN TO BE
CENTERED AT THE
INTERIOR END OF
THE PARKING SPACE.
2. PROVIDE 2"
GALVANIZED STEEL
PIPE WITH CAP FOR
POST. c
I
VAN ACCESSIBLE
SIGN (WHERE
Of
aINDICATED)
Z
CD
� e s
s
s .
e —
CONCRETE
FOOTING °
s
e. s
°
1e1
° , h
12" DIA.
D4 SIGN SUPPORT DETAIL
N.T.S.
30"
B4 STOP SIGN (R1-1)
N.T.S.
6" 7'-0" F.
6"
N
0
It0L,m
FILL POST
W/ CONCRETE
PAINT 4" WIDE
ALTERNATING
BLACK & YELLOW
STRIPES
4" DIAMETER,
SCHEDULE 40
STEEL PIPE
1 " CROWN
GRADE
SURFACE
CONCRETE
FOOTING
•D
4�
a
1' DIA.
MIN.
D5 BOLLARD DETAIL
N.T.S.
2"
2'-0"
pi
MFORTH
ENGINEERS SURVEYORS a
MATCH CONCRETE
v #4 CONT. a . CURB DETAIL
a `o o D #4 0 18"
v p
� D D
COMPACTED SUBGRADE #4 @ 18"
ONCRETE FLUME (TYPE 2)
In irk ArNT
PLAN VIEW
N.T.S.
CENTER AT SINGULAR
LOCATION INDICATED.
r
A4 CURB SLOT W/ RIP RAP LILI\ IABRIC
N.T.S.
A5
101
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I
SE,
02
10 08 2019 u
SSBA11
4750 New Broad Sbeet
Otlardo. Florida 32814
www.Nfae.om
LICENSE #AA C000564 RE 0000629
AS NFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
JOANNE KRAUSE (BY EMAIL)
N.T.S. SATISFACTORYTO DATE 02/05/18
DES CAB I DRW CAD I CHK ALE
PMIDM S. KOZENSKI / G. COOKE
BRANCH
MANAGER
'
'
CHIEF ENGIARCH
B. FORBES
c
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FP ENGINEER
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FINISHED
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CLASS °1 COAC TE MAY BE
U-
W
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Q
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JOINT 4F BAS IS POURED
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'SEPARATELY.
Z
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OPTIONAL CONSTRUCTION 10INTI,
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IF POUR
IS VOINIOLIT"C, 0OW LS
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CONCRETE JERSEY BARRIER DETAIL SCALE: NONE
N.T.S.
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
5
EPROIECT NO.: 1430035
CONSTR. CONTR. NO.
TBD
NAVFAC DRAWING N0.
,2760480
SHEET 62 OF 378
FOR OFFICIAL USE ONLY C-505
DRAWFORM REVISION: IOII
w,
l�

1 2
3
4
LJ
C
re
PIPE DIA.
MAXIMUM
"D„
6" TO 15"
8"
16" TO 21"
10"
24" TO 30"
12"
MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE
NOTES:
1. PROVIDE BEDDING MATERIAL IN ACCORDANCE WITH THE
SPECIFICATIONS.
2. COMMON FILL, EXCEPT STRUCTURAL FILL TO BOTTOM OF
PAVEMENT SECTION OR STRUCTURES, SPREAD FOOTINGS AND
CONCRETE SLABS.
3. PLACE TAPE 12" BELOW FINISHED GRADE IN UNPAVED AREAS &
6" BELOW TOP OF SUBGRADE IN PAVED AREAS.
4. PLASTIC PIPES INCLUDE PVC AND HDPE PIPES.
FRAME & COVER IN
ACCORDANCE WITH
FS A-A-60005
FIG. 1, SIZE 24A FOR FRAME
FIG. 8, SIZE 24A FOR COVER
CD
N
00
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N
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F-
z o
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FINAL
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0
INITIAL
w
U-1
z
BACKFILL
o
SPRINGLINI
m
w
BEDDING
IANNELS OF TRIBUTARIES TO BE
(RMED OUT OF CONCRETE
NOTES:
1. BASES SHALL BE EXTENDED
MONOLITHIC TYPE.
2. SANITARY SEWER MANHOLE
INSIDE DIAMETER SHALL CONFORM
TO THE FOLLOWING:
MAX. DEPTH FOR 48" MH. WITH
5" WALL SHALL BE 12'.
OVER 12' DEEP USE 60" 1
WITH 6" WALL.
z GROUT USING 1:2
+ CEMENT MORTAR MIX c� 4„ MIN.-12„ MAX., USE
} PRECAST ADJUSTMENT
RINGS OR SOLID BRICK
AND MORTAR LAID
RADIALLY
MANHOLE STEPS AT 16" MAX. O.C.
4'-0" TAPERED LIFT HOLE
r:
(SEE NOTE 2) — VERTICAL CHANNEL WALLS
12" FORMED OF CONCRETE
MIN. WITH TROWELED FINISH
RESILIENT MANHOLE
CONNECTOR
EXTENDED MONOLITHIC
BASE
4"
i
INVERT OF SEWER MAIN 12" CLASS A RIPRAP CHOKED
CARRIED THRU MH. WITH APPROVED GEOGRID WITH #57 STONE FOR DEPTHS
SPLIT PIPE SECTIONS UNDISTURBED < 6 BELOW FINISH GRADE;
SUBGRADE INCREASE RIPRAP/ STONE
SECTION DEPTH 2" PER FOOT OF DEPTH
>6' BELOW FINISH GRADE.
A O.D. A
04
FOR PLASTIC PIPES
1 � 2
IDENTIFICATION
TAPE
DETECTION
WIRE
6" - 12"
COVER
PIPE ZONE
6" MIN.
@D_PE1PEE TRENCH DETAILS
1/2" PREF
EXPANSION
IDENTIFICATION
TAPE
elF
N
W �i� W
A 0. D. DETECTION z
WIRE of
Of
w
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FOR NON -PLASTIC PIPES
GUTTER GUTTER IHRUAI UF'ENINU
TRANSITION PLAN
N.T.S.
SLOPE 3"x3"x3/8" ANGLE
WITH 1 /2" DIA x
3-#4 TOP 3" LONG STEEL
AND BOTTOM STUDS WELDED AT
12" ON CENTER
Z of In g 1 1 /2,1
a
#4 AT 12" ON
N, CENTER, 1 1/2"
M CLEAR
#4 AT 12" ON
CENTER, EACH
WAY SLAB,
3" CLEAR
BEDDING
THICKNESS
VARIES
GUTTER GUIIER
TRANSITION
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
E
PLAN
BAR OR STEEL FABRIC
REINFORCING
D
c SECTION
C-507
A Q\Q�
E
FRONT ELEVATION
END SECTION DIMENSIONS
DIA
A
B
C
D
E
15"
6"
2'-3"
1'-9"
4'-0"
2'-6"
18"
9"
2'-3"
1'-9"
4'-0"
3'-0"
O <
—FRAME & COVER IN ACCORDANCE WITH N
FS A-A-60005 FIG. 1, SIZE 24A FOR
FRAME FIG. 8, SIZE 24A FOR COVER °P
N
FINISHED GRADE
iC) N
Ld o °D
MANHOLE STEPS AT 16" z o
w
ON CENTER (MAX) n
BENCH -SLOPE 1" w
a
BRICK OR CONCRETE WALLS
4„ BRICK OR CONCRETE FILL
APPROVED GEOTEXTILE 1" CEMENT MORTAR
UNDISTURBED FINISH IN GUTTER
SUBGRADE SECTION
N.T.S.
A3 CURB INLET 4' THROAT
N.T.S.
3
L!
C4
FLARED END SECTION
I
L
N
FRAME & COVLK IN
ACCORDANCE WITH
N.T.S.
I�Al
NFORTH
FNr,INF--RS SN�VF10,Rs
- 1ANNELS OF TRIBUTARIES TO BE
)RMED OUT OF CONCRETE
NOTES:
1. BASES SHALL BE EXTENDED
MONOLITHIC TYPE.
2. SANITARY SEWER MANHOLE
INSIDE DIAMETER SHALL CONFORM
TO THE FOLLOWING:
MAX. DEPTH FOR 48" MH. WITH
5" WALL SHALL BE 12'.
OVER 12' DEEP USE 60" MH.
WITH 6" WALL.
Q
Q
0
`\\1, 111111//II
10 08 2019 aE.,
0—
CCp_�
IJIJ&A
4750 New Broad Street
Orlando, Florida 32814
www.Nfae.calN
LICENSE 9AA C000564 All 0000629
NENPo
FOR COMMANDER NAVFAC
ACTIVITY
JOANNE KRAUSE (BY EMAIL)
FS A-A-60005
SATISFACTORYTO DATE 02/05/18
FIG. 1,
SIZE 24A
FOR FRAME
DES CAB
DRw CAD
cHx ALB
FIG. 8,
SIZE 24A
FOR COVER GROUT USING 1:2
Ill S. KOZENSKI / G. COOKE
BRANCH MANAGER
00
2' MIN.
DROP
FLOW
CEMENT MORTAR MIX
CHIEF ENGIARCH
B.FORBES
FP ENGINEER
4" MIN.-12" MAX., USE PRECAST
0
}
ADJUSTMENT RINGS OR SOLID
w
BRICK AND MORTAR LAID RADIALLY
a
J
z
U
MANHOLE STEPS AT
o
—
Z
16" MAX. O.C.
o
Y
elf
z
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a
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z
z
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Z
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f
a
Z
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TAPERED LIFT HOLE
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IN PLACE 4° 8" COMPACTED 8 #57 STONE FOR DEPTHS < z U
6' BELOW FINISH GRADE; z o- Z
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INVERT OF SEWER MAIN INCREASE STONE DEPTH 2" PER 0 o W
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z
SPLIT PIPE SECTIONS SUBGRADE FINISH GRADE x
A5
SECTION a ¢
o m
SANITARY DROP MANHOLE SCALE: NONE
EPROJECTNO.: 1430035
(PRECAST CONCRETE) CONSTR, CONTR, NO.
N.T.S. TBD
NAVFAC DRAWING NO.
NOTE: 12760481
IF THIS DRAWING IS LESS THAN 34" X 22" SHEET 63 of 378
IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY [C-506
5 eRAwFORM REV SIGN: 1CIAMA =
I •J
C
i

2
3 4 1 5
I •J
L
4 1/2" PUMPER
CONNECTION
FACING ROAD -
PROVIDE 5" STORZ
CONNECTION
LEAVE HYDRANT
DRAIN OPEN
COMPACTED OR
UNDISTURBED
GROUND C'4;
CONCRETE BLOCK
CAST IN PLACE
x
O
m
w
J
w
Z
w
0
- 3'-0" MIN FROM EDGE OF CRUSHED ROCK " "
ROADWAY SHOULDER OR 2 -6 2 -6
CURB. 7'-0" MAX OR GRAVEL " BOLLARD
DRAIN POCKET 1 -6 -6 REFER TO C-502/C5
2'-0" MIN FROM SIDEWALK
2-2 1/2" HOSE OUTLETS 1 - 4
- FINISHED GRADE
F4
7 I
CONCRETE
BLOCKING
MIN DEPTH PLAN
OF BURY PROVIDE 6" GATE VALVE
2'-6" WITH CAST IRON ROADWAY
VALVE BOX FOR EACH
HYDRANT CONNECTION ®1
1'-6"
—GRAVEL OR CRUSHED ROCK
DRAIN POCKET -
THOROUGHLY COMPACTED
C1 FIRE HYDRANT DETAIL
N.T.S.
FINISHED GRADE
OPERATING NUT
3' SQ. CONC. PAVEMENT
IN GRASSY AREAS
VALVE BOX WITH
COVER, TOP SECTION
0 5" 0 SHAFT
cy
ca
n VALVE BOX, CENTER SECTION (TYP)
ADJUST SECTION LENGTH OR USE
MULTIPLE SECTIONS TO SUIT THE
TOTAL REQUIRED LENGTH OF
VALVE BOX
VALVE BOX BASE
—SET LID FLUSH WITH
DOWN SLOPE SURFACE
NO. 4 BAR ALL
SIDES -MID
DEPTH (2-1/2"
CLEAR OF SIDES)
6"
18"
L �
MAX
PROVIDE 5"OX 1/2" THICK
STEEL RING SPACER AT TOP OF
EACH VALVE BOX CENTER SECTION
TO KEEP THE EXTENSION STEM
ALIGNED WITH THE CENTER LINE
OF THE VALVE BOX
EXTENSION STEM
B1 VALVE BOX DETAIL
N.T.S.
4" REMOVABLE THREADED PLUG
FLUSH W/ FINAL GRADE
24" SQ. X 4" THICK CONC. SLAB
(IF NOT IN PAVEMENT) (CONCRETE
NOT REQUIRED IN BMPS)
r-4" CAST IRON SOIL PIPE
i
PLUG AT EN
OF LINE
CLEANOUT DETAIL NON -PAVED AREAS
23"
1
23"
00
GENERAL NOTES:
1. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
2. FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
3. ASSEMBLE RISER AND GRADE RINGS WITH STEPS AT 12" FROM TOP
TO THE BOTTOM OF THE MANHOLE.
4. CONSTRUCT THE TOP OF THE MANHOLE FLUSH WITH GROUND.
5. LIMIT DEPTH OF FILL TO 30'-0" FROM FINISHED GRADE TO TOP OF
BOTTOM SLAB.
6. THE MINIMUM SLAB THICKNESS 'T' IS THE DIMENSIONS OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS A
DISTINGUISHABLE TOP AND BOTTOM.
2"
3/4" WEB 1 1/2" TALL
PLAN RAISED 1/4" BOTTOM VIEW COVER
4 7/8
12 1 4„ I_ _I 1 1 /4„
7 1/2" 1 1 /8" 2"
CASTING TO BE SET &
J
EMBEDDED IN BUTYL JOINT
� MATERIAL AND CAPPED WITH
' HYDRAULIC CEMENT GROUT.
REMOVABLE PLUG
'-45' BEND
SEWER PIPE
.,EWER MAIN
SECTION A -A
'D' + 2 'W'
ADDITIONAL
#4 REBAR
'T j MI j USE MIN. AREA OF
STEEL IN TOP SLAB
OF #4 0 8" CTS.
FLAT TOP SLAB EACHWAY/EACH FACE*
ADDITIONAL #4 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM
FACE'
C4
SANITARY SEWER MAIN LINE CLEAN OUT BOX PAVED AREAS
B3 N.T.S.
BUILDING O
FACE
DOWNSPOUT
TRANSITION FROM
DOWNSPOUT TO
PVC AS REQUIRED
6" X 4" TEE W/
SCREWED PLUG
4" CONCRETE
SIDEWALK
Q
a. .e d
6" PVC
EIGHTH
BEND 2 Z
00
INVERT
ELEVATION
D.I./ PVC D.i
6" PVC
N.T.S.
A2 DOWNSPOUT CONNECTION DETAIL
N.T.S.
1 1 2
-FINISHED ROAD 3'-0" MIN. ---\
GRADE COVER (TYP.)
10'-0" MIN. 10'-0" MIN.
Z
EXISTING
-coMAIN
10'-0" MIN.
NOTES:
1. LOWERED SECTION TO BE OF DUCTILE IRON (CLASS 350)
MECHANICAL JOINT PIPE RESTRAINED JOINTS.
2. CALCULATE LENGTH (L) OF RESTRAINED SECTION.
3. USE APPROPRIATE TYPE RESTRAINT FOR DUCTILE IRON OR
PVC.
3
WATERLINE OFFSET DETAIL
A3 N.T.S.
MANHOLE OPTION
ECCENTI
CONE
SECTION
V
ALTERNATE
CONE SECTION
BAVIRTFA
ENGINEERS — SUR, -YOBS
D
W
T
As
INTERNAL
MIN. WALL
MIN.
MIN.
DIAMETER
THICKNESS
TOP/BOTTOM
CIRCUMFERENTIAL
(FT.)
(IN.)
SLAB
AREA IF STEEL
THICKNESS
PER VERTICAL FT.
(IN.)
(SQ. IN.)
4
4
6
0.12
5
5
8
015
6
6
8
0.18
a31
0
GRADE RING.--,,,2'-0"
MIN, AREA OF
I
STEEL IS 0.07
L,
SQ. INCHES
ECCENTRIC CONE
6" MAX.
LOCATE WALL
SPACING OF
REINFORCEMENT
} CIRCUM. R/F
IN MIDDLE
STD. STEP
THIRD OF
1 NO. 840.66
WALL
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APPROVED
PRECAST MANHOLE 4', 5' AND 6' DIAMETER
(NCDOT STANDARD NO. 840.52)
12" THRU 48" PIPE
N.T.S.
LM.J. D.I./ PVC
JOINT RESTRAINTS:
ALL FITTINGS SHALL HAVE RESTRAINED TYPE JOINTS.
IN ADDITION TO RESTRAINED JOINTS AT FITTINGS, THE FOLLOWING MINIMUM
LENGTHS OF PIPE SHALL BE PROVIDED WITH RESTRAINED JOINTS ON EACH SIDE
OF THE FITTING, UNLESS OTHERWISE SPECIFIED.
HORIZONTAL FITTINGS (PVC PIPE):
10" 45' DEGREE BEND:
12 FEET
10" 22 1/2' DEGREE BEND:
6 FEET
6" 45' BEND:
8 FEET
VERTICAL BENDS: 6" PVC
ASSUMING A 3 FOOT DIFFERENCE IN ELEVATION:
45' DEGREE BENDS: 26 FEET
(UPPER BEND), 7
FEET (LOWER BEND)
VERTICAL BENDS: 10" PVC
ASSUMING A 5 FOOT DIFFERENCE IN ELEVATION:
45' DEGREE BENDS: 36 FEET
(UPPER BEND), 5
FEET (LOWER BEND)
VERTICAL BENDS: 12" PVC
ASSUMING A 3 FOOT DIFFERENCE IN ELEVATION:
45' DEGREE BENDS: 43 FEET
(UPPER BEND), 8
FEET (LOWER BEND)
RESTRAINT LENGTHS COMPUTED
FROM THE EBBA
IRON WEBSITE PROGRAM USING
THE "SM" SOIL DESIGNATION, A
BURY DEPTH OF
3 FEET, 150 PSI TEST
PRESSURE AND A TYPE "5" DITCH, WHICH IS SIMILAR
TO THE ONE THAT WILL BE
USED.
NOTE:
IF THIS DRAWING
IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
4 1 5
FOR COMMANDER NAVFAC
ACTIVITY
JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/18
DES CAB IDRN CAD ICHR ALB
PMfDM S. KOZENSKI / G. COOKE
BRANCH MANAGER
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SHEET 65 of 378
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REFER TO ARCHITECTURAL
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AGGREGATE BASE
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NOTE:
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AMBULANCE DRIVE TYPICAL SECTION
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LICENSE%AA C000564 MEB WO%29
AE INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/18
DES CAB IDRW CAD ICHK ALB
PM1DM S. KOZENSKI /G. COOKE
BRANCH MANAGER
CHIEF ENGIARCH B.FORBES
FP ENGINEER
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CONSTR. CONTR. NO.
TBD
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SHEET 66 of 378
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1 1 2 , 3 1 4 1 5
LANDSCAPE REQUIREMENTS:
1. REQUIRED: A MINIMUM OF (1) TREE PER 1,000 SF OF TOTAL LANDSCAPE AREA
TOTAL LANDSCAPE AREA: 152,544 SF
TREES REQUIRED: 132
NEW TREES PROVIDED: 104
EXISTING TREES RETAINED: 28
TOTAL TREES: 132
REQUIREMENT MET
2. THE PROPOSED MIX OF TREES FOR THE SITE IS TO BE APPROXIMATELY 55% SHADE TREES, 30% EVERGREEN
TREES AND 15% UNDERSTORY/FLOWERING TREES.
3. REQUIRED: ALL GROUNDCOVERS AND SOD WITHIN THE ATFP LINE WILL BE 6 INCHES OR LESS IN HEIGHT.
REQUIREMENT MET
4. REQUIRED: A MINIMUM OF 10% OF THE PARKING LOT WILL BE LANDSCAPED
PARKING LOT AREA: 53,844 SF
LANDSCAPE REQUIRED: 5,384 SF
LANDSCAPE PROVIDED: 5,713 SF
REQUIREMENT MET
5. REQUIRED: (1) TREE PER EVERY 5 PARKING SPACES AROUND THE PARKING PERIMETER
PERIMETER PARKING SPACES: 103
TREES REQUIRED: 17
TREES PROVIDED TO MEET THIS CRITERIA: 17
REQUIREMENT MET
6. REQUIRED: (1) TREE PER EVERY 10 PARKING SPACES WITHIN THE PARKING AREA
INTERIOR PARKING SPACES: 40
TREES REQUIRED: 4
TREES PROVIDED TO MEET THIS CRITERIA: 7
REQUIREMENT MET
7. MITIGATION NOTE: TREES REQUIRED FOR MITIGATION OF REMOVED TREES, IN ADDITION TO TREES
REQUIRED BY THESE LANDSCAPE REQUIREMENTS: 49
TREES PROVIDED FOR MITIGATION: 0
SEE GENERAL LANDSCAPE NOTE NUMBER 9
SEE SHEET LP003
CONTRACTOR REQUIRED TO PLANT (49) MITIGATION TREES AT AN OFF -SITE LOCATION.
GENERAL LANDSCAPE NOTES:
1. STANDARDS AND QUALITY: ALL PLANTS MUST BE NATIVE OR ADAPTED TO THE NATURAL CLIMATE
AND PRECIPITATION RATES, NURSERY GROWN AND MUST COMPLY WITH ALL REQUIRED INSPECTION
AND PLANT REGULATIONS AND AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1.
2. SOD: CENTIPEDE SAND SOIL GROWN SOD WITH NO WEEDS, SODDED SOLID THROUGHOUT
INDICATED AREAS. DO NOT INSTALL TOPSOIL BENEATH THE SOD IN BOTTOM OF INFILTRATION BASINS.
3. ORGANIC MULCH: TRIPPLE SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS AND TREE RINGS;
INSTALL @ 3" THICKNESS FREE OF FOREIGN MATERIALS.
4. TREE RINGS: 4' DIAMETER AROUND ALL NEW TREES PLANTED IN SODDED AREAS WITH MULCH
COVER @ 3" THICKNESS.
5. WATERING: THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING A WATERING
SCHEDULE FOR ALL NEW PLANT MATERIAL TO INSURE OPTIMAL PLANT GROWTH. COORDINATE
SCHEDULE WITH CONTRACTING OFFICER. CONTRACTOR MUST INSURE PROPER WATER RATE TO
PLANTS UNTIL THE END OF THE 365 DAY PLANT ESTABLISHMENT/MAINTENANCE PERIOD. PROVIDE
TEMPORARY WATERING DURING THE ENTIRE 365
DAY PLANT ESTABLISHMENT/MAINTENANCE PERIOD VIA HOSE BIBS OR BY WATER TRUCK
6. MAINTENANCE: BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. LANDSCAPE CONTRACTOR IS
RESPONSIBLE TO MAINTAIN TREES, ALL PLANT MATERIAL AND SOD. MAINTENANCE PERIOD WILL
CONTINUE FOR 365 DAYS FROM ACCEPTANCE DATE. REFER TO SPECIFICATION SECTION 32 05 33
7. ANY IMPORTED SOIL, FILL AND PLANT MATERIAL BROUGHT ONSITE MUST BE CLEAN, DEBRIS FREE
AND FREE OF NOXIOUS WEEDS AND EXOTIC PEST PLANTS, PLANT PARTS AND SEED IN ACCORDANCE
WITH THE PUBLIC LAWS OF THE STATE OF NORTH CAROLINA
8. BASE BID TREES ARE INCLUDED IN OPTION #3 FULL LANDSCAPE PLAN
9.(49) MITIGATION TREES TO BE INCLUDED IN CONTRACTOR COST ESTIMATE. CONTRACTING
OFFICER TO PROVIDE AN OFF -SITE LOCATION FOR TREE MITIGATION PLANTING.
10. ANY TREE WITHIN 8 FEET OF ANY UNDERGROUND UTILITY, PAVEMENT OR WALL MUST HAVE ROOT
BARRIER.
LANDSCAPE PLANTING NOTES:
1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE MATERIALS AND ALL WORK AS CALLED
FOR IN THE PLANS AND SPECIFICATIONS. BRING PROBLEMS TO THE ATTENTION OF THE
CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO ACTION.
2. THE LANDSCAPE CONTRACTOR MUST REVIEW ALL OTHER PLANS TO BECOME THOROUGHLY
FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. NO WORK IS TO INTERFERE WITH EXISTING
UTILITIES OR DRAINAGE PATTERNS. THE LANDSCAPE CONTRACTOR MUST PROVIDE ALL PLANTING
AREAS WITH ADEQUATE VERTICAL DRAINAGE. VERTICAL DRILLING THROUGH ANY COMPACTED FILL
TO NATIVE SOIL SHALL BE ACCOMPLISHED WITHIN THIS CONTRACT TO AID DRAINAGE, IF NECESSARY.
3. ALL PARKING AREA PLANT ISLANDS AND THE PERIMETER OF THE PARKING AREA (EXTENDING OUT 2
FEET) TO BE EXCAVATED TO A DEPTH OF 24 INCHES. EXCAVATED SOIL MUST BE REMOVED FROM THE
SITE. BACKFILL WITH IMPORTED SUPER LOAM PLANTING MIX (80% TOPSOIL PLANTING MIX, 20%
COMPOST) .
4. PROVIDE THE CONTRACTING OFFICER WITH SAMPLES OF ALL PLANT MATERIALS FOR APPROVAL
PRIOR TO PLANTING INSTALLATION, OR PREPARE A PHOTO SUBMITTAL FOR ALL SPECIES AND SIZES
OF PLANT MATERIALS, WITH LIST OF SUPPLIERS PRIOR TO ANY ON -SITE INSPECTION OF PLANT
SAMPLES. GOVERNMENT LANDSCAPE ARCHITECT MUST REVIEW AND SUBMIT APPROVAL TO THE
CONTRACTING OFFICER.
5. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL TREES ARE MAINTAINED STRAIGHT AND
PLUMB.
6. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT
MEETING MINIMUM SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE LANDSCAPE
CONTRACTOR'S EXPENSE. SIZE PLANT ACCORDINGLY TO MEET SPECIFICATIONS. ALL HEIGHTS
INDICATED ARE PLANTED HEIGHTS.
7. ALL TREE CALIPER SIZES NOTED ARE MINIMUM. INCREASE CALIPER SIZE IF NECESSARY TO
PROVIDE OVERALL PLANT HEIGHT AND SPREAD PER THE SPECIFICATION.
8. ALL CONTAINER SIZES NOTED ARE MINIMUM. INCREASE SIZE IF NECESSARY TO PROVIDE PLANT
HEIGHT AND SPREAD PER THE SPECIFICATION.
9. TO PREPARE PLANTING BEDS, REMOVE ALL EXISTING GRASS AND VEGETATION WITHIN PROPOSED
PLANTING AREAS BY SPRAYING HERBICIDES A TOTAL OF THREE TIMES PRIOR TO PLANT
INSTALLATION. PERFORM THE FIRST HERBICIDE TREATMENT SIX WEEKS BEFORE PLANT
INSTALLATION, THE SECOND TREATMENT FOUR WEEKS PRIOR AND THE LAST TREATMENT PRIOR TO
PLANTING.
NOTES: I I I I m<
SHEET NOTES:
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1. SOD AREAS TO BE SEPARATED FROM
GROUNDCOVER AREAS WITH ALUMINUM
EDGING. SEE LANDSCAPE DETAILS.
2. ALL AREAS OUTSIDE OF THE PROJECT SITE
DISTURBED BY CONSTRUCTION SHALL
RECEIVE CENTIPEDE SOD.
3. ALL TREES TO BE SINGLE TRUNK UNLESS
OTHERWISE SPECIFIED.
4. ALL TREES TO BE LIMBED UP TO 36"; LARGE
SHRUBS TO BE LIMBED UP 20" FROM FINISH
GRADE.
NATIVE PLANT NURSERY RESOURCES
RESOURCES PROVIDED FOR CONTRACTOR CONVENIENCE
ONLY. CONTRACTOR IS NOT CONFINED TO THE BELOW LIST FOR
PLANT PROCUREMENT.
1. NATIVE ROOTS NURSERY
DUANE TRUSCOTT
2243 ROCKHILL ROAD
CASTLE HAYNE, NC 28429-5384
PHONE: [phone]
2. GARDENS OF THE BLUE RIDGE, INC.
ROB FLETCHER
PO BOX 10, 9056 WILDFLOWER LANE
PINEOLA, NC 28662
PHONE: [phone]
3. CURE NURSERY
JENNIFER CURE
880 BUTEO RIDGE ROAD
PITTSBORO, NC 27312
PHONE [phone]
FOR OFFICIAL USE ONLY
BQ�
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4750 New Broad Street
Orlando, Florida 32814
www.dlae tom
LICENSE#AA C000%4 #EB 0000629
F£INFO
ACTIVITY
SATISFACTORYTO DATE 01110/18
DES KAV I ORW KAV CHK HD;
PM/DM
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PROJECT No.: 1430035
CONSTR. CONTR. NO.
TBD
NAVFAC DRAWING N0.
12760500
SHEET 82 OF 378
LP001
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6-8" MAX.
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TREE PROTECTION BARRIER
f ONE (1) FOOT OUTSIDE THE DRIPLINE OF TREE
(ADD A SILT FENCE IF EXISTING/PROPOSED GRADE
SLOPES TOWARDS THE TREE TO ELIMINATE SILTING
OVER THE ROOT SYSTEM). ,
2" X 4" HORIZONTAL WOOD MEMBER (TYPICAL)
2" X 4" VERTICAL WOOD STAKE (TYPICAL)
TREE PROTECTION SIGN TO BE MOUNTED TO BARRIER
50' O.C. MINIMUM. MINIMUM OF ONE SIGN PER SIDE OF BARRIER.
SIGN TO BE WEATHER -RESISTANT VINYL OR PLASTIC.
GOVERNMENT LANDSCAPE ARCHITECT TO PROVIDE TEXT SIZE
AND FONT. SIGN TO BE SIZED PER REQUIRED TEXT SIZE.
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1. INSTALL PROTECTIVE BARRIERS TO PREVENT DEMOLITION OF OR DAMAGE TO EXISTING TREES AND VEGETATION TO
REMAIN THAT ARE LOCATED WITHIN 50 FEET OF ANY CONSTRUCTION ACTIVITY, STORAGE, EQUIPMENT, OR MATERIALS.
2. PROTECTIVE BARRIERS WILL BE PLAINLY VISIBLE AND WILL CREATE A CONTINUOUS BOUNDARY AROUND TREES,
CLUSTERS OF TREES, AND VEGETATION TO REMAIN. BARRIERS WILL BE PLACED 1-FOOT OUTSIDE OF THE DRIPLINE OF
EXISTING TREES TO REMAIN WHEREVER POSSIBLE. WHERE DEMOLITION OR CONSTRUCTION ACTIVITIES ARE
PROPOSED WITHIN THIS AREA, BARRIERS MAY BE PLACED AS CLOSE AS 10-FEET MINIMUM FROM THE OUTSIDE OF THE
TREE TRUNK. IF NECESSARY, CLOSER PLACEMENT MAY BE POSSIBLE WITH PRIOR REVIEW AND APPROVAL OF THE
CONTRACTING OFFICER.
3. PROTECTIVE BARRIERS WILL BE 4-FEET HIGH AND CONSIST OF (2) 2X4 HORIZONTAL WOOD MEMBERS EQUALLY SPACED
AND SUPPORTED BY 2X4 VERTICAL WOOD POSTS SPACED 6-FOOT 8-INCHES MAXIMUM. WHERE EXISTING OR PROPOSED
DRAINAGE FLOWS TOWARDS THE TREE, INSTALL SILT FENCE ON THE OUTSIDE OF BARRIERS TO PREVENT SILTING OVER
THE ROOT SYSTEM. PLACE A 6-INCH DEPTH OF MULCH WITHIN BARRIER AREAS WHERE EXISTING VEGETATIVE OR
MULCH COVER DOES NOT EXIST.
4. MACHINERY, VEHICLES, AND STORAGE OF MATERIALS WILL NOT BE PERMITTED WITHIN BARRIERS WITHOUT PRIOR
APPROVAL BY THE CONTRACTING OFFICER. UNDER NO CIRCUMSTANCES WILL STORAGE OF CHEMICALS AND
MATERIALS POTENTIALLY HARMFUL TO TREES OR VEGETATION TO REMAIN WILL BE PLACED WITHIN BARRIER AREAS.
5. PROTECT EXISTING TREES AND VEGETATION TO REMAIN FROM LANDSCAPE DEMOLITION OR CLEARING ACTIVATES THAT
MAY UTILIZE HERBICIDES OR PESTICIDES THAT ARE HAZARDOUS TO EXISTING TREE AND SHRUB SPECIES,
6. NO GRADE CHANGES MAY OCCUR WITHIN THE TREE BARRIER AREA WITHOUT APPROVAL FROM THE CONTRACTING
OFFICER AND LANDSCAPE ARCHITECT.
7. NO WIRES, GRADE STAKES, LIGHTING, EQUIPMENT, OR OTHER CONSTRUCTION ITEMS WILL BE ATTACHED TO TREES OR
VEGETATION TO REMAIN.
8. IF EXISTING TREES AND VEGETATION TO REMAIN ARE IRRIGATED, CONTINUE IRRIGATION OR WATERING ACTIVITIES
THROUGHOUT THE DURATION OF CONSTRUCTION AND UNTIL FINAL ACCEPTANCE.
9. PROTECTIVE BARRIERS WILL BE INSTALLED PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. BARRIERS TO
REMAIN IN PLACE UNTIL LANDSCAPING OPERATIONS BEGIN. ONCE REMOVED, MINIMIZE CONSTRUCTION ACTIVITIES,
STORAGE, AND VEHICLE AND EQUIPMENT TRAFFIC IN THE AREA AS MUCH AS POSSIBLE.
10. IF DEMOLITION ACTIVITIES REQUIRE HARDSCAPE OR BUILDING DEMOLITION WITHIN THE DRIPLINE OR WITHIN 25-FEET OF
THE TRUNK OF AN EXISTING TREE TO REMAIN, SUBMIT A DETAILED SUMMARY OF PROPOSED DEMOLITION ACTIVES TO
THE CONTRACTING OFFICER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF
FULL DIAMETER OF DRIPLINE
DISTANCE VARIES
20' MIN. ON ALL SIDES
EXISTING DRIP LINE, TYP.
C4
SUCH ACTIVITIES. THE USE OF HEAVY EQUIPMENT AND VEHICLES IS PROHIBITED IN THE 25, AREA, AND THE
CONTRACTOR TO UTILIZE HAND TOOLS AND MANUAL REMOVAL WITHIN THESE AREAS. UPON REVIEW OF SPECIFIC
CONDITIONS, THE CONTRACTING OFFICER AND LANDSCAPE ARCHITECT MAY ALLOW USE OF SPECIFIC EQUIPMENT.
TRAFFIC AND ACTIVITY ROUTES FOR REMOVAL OF HARDSCAPE AND BUILDING COMPONENTS WITHIN THE DRIPLINE WILL
BE DIRECTED AWAY FROM THE TREE AND DRIPLINE AREAS AS MUCH AS POSSIBLE TO MINIMIZE IMPACTS WITHIN
DRIPLINE AREAS.
11. DEMOLITION OF UNDERGROUND UTILITIES TO MINIMIZE IMPACTS ON EXISTING TREES. SUBMIT DETAILED SUMMARY OF
PROPOSED ACTIVITIES TO THE CONTRACTING OFFICE AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR
TO COMMENCEMENT OF ACTIVITIES. TERMINATE UTILITY DEMOLITION PRIOR TO IMPACTING EXISTING TREE ROOTS IF
POSSIBLE AND CAP AND ABANDON UTILITY LINES IN PLACE.
12. IF TREE OR ROOT PRUNING IS REQUIRED FOR EXISTING TREES, THESE ACTIVITIES WILL BE PERFORMED UNDER THE
DIRECT SUPERVISION OF AN ISA-CERTIFIED ARBORIST BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA).
TREE PRUNING WILL BE DONE IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE AMERICAN NATIONAL
STANDARD FOR TREE CARE OPERATIONS, 'TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE', ANSI A300 AND
'PRUNING, TRIMMING, REPAIRING, MAINTAINING, AND REMOVING TREES AND CUTTING BRUSH - SAFETY REQUIREMENTS'
(ANSI Z133). NO MORE THAN 25% OF THE CANOPY SHOULD BE REMOVED FOR MATURE TREES. ON YOUNGER OR
SMALLER TREES, LIMB REMOVAL WILL RESULT IN NO MORE THAN 33% OF THE TRUNK BEING BARE OF BRANCHES IN THE
CROWN AREA. KEEP ROOTS THAT ARE EXPOSED OR HAVE BEEN TRIMMED BY COVERING WITH SOIL, CLOTH, OR OTHER
ACCEPTABLE MATERIAL AND KEEP ROOTS MOIST. ANY ROOTS 1-INCH OR LARGER IN DIAMETER WILL BE EXPOSED BY
HAND DIGGING AND HAND CUT OR SAWN CLEANLY. PROVIDE SUPPLEMENTAL IRRIGATION TO THOSE TREES THAT HAVE
UNDERGONE ROOT PRUNING. ENSURE IRRIGATION IS PROVIDED FOR A DURATION AND OF A VOLUME SUCH THAT IT
REACHES THE TREE'S ROOT ZONE. ROOT PRUNING SHOULD BE COMPLETED SIX MONTHS TO TWELVE MONTHS IN
ADVANCE OF CONSTRUCTION ACTIVITY. BEGIN ROOT PRUNING AS SOON AS PLANS ARE RECEIVED- DO NOT POSTPONE
UNTIL CONSTRUCTION ACTIVITIES HAVE BEGUN.
13. CONDUCT A PRE -DEMOLITION CONFERENCE INCLUDING THE CONTRACTING OFFICER AND PROJECT LANDSCAPE
ARCHITECT TO DISCUSS PROPOSED TREE PROTECTION BARRIER DETAILS AND LAYOUT, TREE OR ROOT PRUNING, AND
OTHER ACTIVITIES AS LISTED ABOVE PRIOR TO DEMOLITION ACTIVITIES. PROVIDE TWO -WEEKS' NOTICE OF
CONFERENCE TO INVITED PARTIES.
14. ALL BARRICADES SHALL COMPLY WITH CAMP LEJEUNE BEAP.
15. ALL EXISTING TREES TO REMAIN TO RECEIVE MYCORRHIZAE INOCULATION.
eE.
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4750 New Broad Street
Orlando, Florida 32814
www.Wae cam
LICENSE OA C000564 MEB OM29
wE INFO
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ACTIVITY
SATISFACTORYTO DATE 01/10/18
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3
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D MULCH AREA (TYP) 7 333 ! II ; D
` VP / . / F, a�'� 3. ALL TREES TO BE SINGLE TRUNK UNLESS
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SA
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rl If `•!\."!`\'.r -J� 0 SA ��.y/� APPROVED aE wro
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it
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03 04 04 �' I 1
SHEET NOTES:
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EDGING. SEE D2/LP501. E
I
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OR OTHERWISE SPECIFIED. I a i' o
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t_
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If
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t t / 981 ' 16
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f / FOOT DIAMETER MINIMUM MULCH AREA SEE
PLANS FOR MULCH AREA DIMENSIONS.
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5 a LP00 P00 P003 & LP501
r �`:
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9. ALL EXISTING TREES TO BE PRESERVED AND 74'
.. i
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1
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HARDWOOD MULCH. CYPRESS MULCH IS
IS
IJ�G�'1
' - - ' � \ 4750 New Broad! Street
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n
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lly
EXISTING PARKING AREA TO
2. PROVIDE CENTIPEDE SOD TO ALL AREAS
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BY CONSTRUCTION
SA
q,
ell
3.
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x
FINISH GRADE.
5.
ALL LARGE SHRUBS TO BE LIMBED UP 20
FROM FINISH GRADE.
SA
rAl
6.
TREES WITHIN SOD AREAS MUST HAVE A 4
FOOT DIAMETER MINIMUM MULCH AREA. SEE
PLANS FOR MULCH AREA DIMENSIONS.
7.
FOLLOW ALL NOTES AND REQUIREMENTS ON
Yl X
x
LP001, LP002, LP003 & LP501
8.
IF OPTION 1 PARKING AREA IS CHOSEN,
LANDSCAPE FOR OPTION 1 PARKING AREA
PLANT SCHEDULE IS
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LOCATED ON SHEET LP301
9. ALL EXISTING TREE-RESR NIND ,--) TO BE F EZVED
RECEIVE ROOT PRUNING A MINIMUM OF (8)
c WEEKS PRIOR TO DEMOLITION AND
CONSTRUCTION. INOCULATE TREES WITH
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j 10. CONTRACTOR TO VERIFY SOD AND MULCH
j
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11. MULCH TYPE IS TRIPLE SHREDDED
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PROHIBITED.
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EXISTING VEGETATION TO
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LICENSE MA COM564 "i DOM29 a INFo
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JOANNE KRAUSE (BY EMAIL)
SATISFACTORYTO DATE 02/05/18
DES KAV I ORW KAV I CHK HDS
Pm'Dm S. KOZENSKI/G. COOKE
BRANCH MANAGER
0 20' 40' 80' 160' CHIEF ENGARCH B. FORBES
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STORMWATER MANAGEMENTSdVFMTH
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FRENCH CREEK AMBULATORY CARE CLINIC ADDITION /ALTERATION
MARINE CORPS BASE CAMP LEJEUNE 28 NOVEMBER 2017
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FRENCH CREEK
DEPARTMENT OF THE NAVY
NAVAL FACILITES ENGINEERING COMMAND MID -ATLANTIC
FY 2018 - PROJECT P4040
CONSTRUCTION CONTRACT NO.
N63470-16-D-6006
FINAL WORKING DRAWING DESIGN SUB TTAL
SS
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IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY
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LEGEND:
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LEGEND:
4 , 5
EMWORTHof
ENGINEERS + SURVEYORS Q
TOP OF CURB OR CONCRETE (TC) ELEVATION
ELEVATION OF GUTTER, PAVEMENT OR GROUND
SPOT ELEVATION
D TOP OF WALL (TW) ELEVATION
BITUMINOUS PAVEMENT
BITUMINOUS PAVEMENT (HEAVY DUTY)
BITUMINOUS PAVEMENT (NORMAL DUTY)
BOLLARD
BUILDING (BLDG.)
BUSH
CENTERLINE DITCH/SWALE
CONCRETE (CONC.)
C
CONCRETE (CONC.) PAD W/ AIR CONDITIONING UNIT
CONCRETE (CONC.) PAD W/TRANSFORMER
CONCRETE (CONC.) PAVEMENT
CONTOUR (MAJOR)
CONTOUR (MINOR)
CURB
CURB AND GUTTER
DEMOLITION LIMITS
B EDGE OF WOODS
FLOWER BED (F.B.)
GRAVEL
GRADE BREAK LINE
SIGN
TOE OF SLOPE (T.O.S.)
TOP OF BANK (T.O.B.)
TREE
GAS MAIN
A OVERHEAD (OH.) LINE
OVERHEAD (OH.) INSULATED STEAM (STM.)
SANITARY (SAN.) SEWER
STORM (S.) SEWER
EXISTING /E.
CONC.
---------------
---------------
GRAVEL
IMPROVEMENTS
TIC 24.67
24.17
23.90
TOS T.O.S.
T.O.R. T.O.B.
6
E. OAS
E. OR LINE
E OH. STM
8" E SAN. 6" SAN.
12"E.S. _ _ 18"S.
EXISTINO Q
UNDERGROUND (UG.) COMMUNICATIONS (COMM.)
E. UG COMM.
UNDERGROUND (UG.) ELECTRIC (ELEC.)
E UG EL EC
UNDERGROUND (UG.) STEAM (STM.)
E. UG. STM
WATER (W.) MAIN
8" E W
ABANDONED (ABAND)
'rrr
CATCH BASIN (C.B.)
❑E. C.B.
CLEAN OUT (C.O.)
. C.O.
CONDUIT (COND.)
. COW
CURB INLET (C.i.)
==Ef�
FIRE HYDRANT (F.H.)
\d
FLARED END SECTION (F.E.S.)
D
GAS VALVE (G.V.)
o G.V.
GUY WIRE
F---
HANDHOLE
LIGHT POLE
MANHOLE (MH.)
0E MH.
POST INDICATOR VALVE (P.I.V.)
Al
TELEPHONE (TEL.) PEDESTAL (PED.)
❑ TEL. PED.
UTILITY CONNECTION
UTILITY POLE
#
UTILITY POLE W/ LIGHT
0
WATER VALVE (W.V.)
-H>-WV
ABOVE GROUND
A6.
APPROXIMATE LOCATION
APPROX. LOC
CORRUGATED METAL PIPE
CUP
FINISH FLOOR
F.F.
INACCESSIBLE
/A
INVERT
INV.
NOT TO SCALE
STRUCTURE
STRC.
TOP OF PIPE
LOP
TYPICAL
7YP
WITH
W/
IMPROVEMENTS
6" W.
LJ
N.T.S.
SURVEY NOTES:
1. TOPOGRAPHIC SURVEY PREPARED BY BAMFORTH ENGINEERS+SURVEYORS, INC., DATED SEPTEMBER 2016.
2. THE EXISTENCE SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED BY THIS SURVEY. UTILITIES
SHOWN ARE BASED ON ABOVE GROUND STRUCTURES, AVAILABLE UTILITY PLANS, CIS DATA PROVIDED, THE
CONTRACTOR MUST FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
3. UTILITIES SHOWN WERE OBTAINED FROM A COMBINATION OF BASE CIS RECORDS AND OTHER HISTORICAL BASE
RECORDS. LOCATION AND EXISTENCE OF UTILITIES WERE DETERMINED OR CONFIRMED BY LUCKY LOCATORS.
UTILITY SIZES SHOWN ARE THOSE TAKEN FROM BASE RECORDS WHERE THERE WERE NO APPARENT
INCONSISTENCIES OF INFORMATION. WHERE THERE ARE NO SIZES SHOWN ON THE UTILITY, THERE WAS EITHER
NO RELIABLE INFORMATION OR INCONSISTENCIES IN THE RECORDS WERE NOTED.
4. THE CONTRACTOR MUST CONFIRM THE SIZE AND PIPE MATERIAL PRIOR TO ORDERING ANY PIPE, CONNECTIONS
OR APPURTENANCES THAT WILL CONNECT TO THE EXISTING SYSTEM.
5. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988 AND ARE BASED ON
CAMP LEJEUNE CONTROL STATION PW-129, ELEV. = 23.00.
6. COORDINATES SHOWN REFER TO NORTH CAROLINA STATE PLANE COORDINATES (NAD 1983/2007) AND ARE
BASED ON CAMP LEJEUNE CONTROL. CONTACT CONTRACTING OFFICER FOR LOCATION.
BASELINE POINTS
w
a
0
NORTH EASTERN ELEV.
PT2 MAG. NAIL 331052.17 2501974.71 25.20 NUVF:AC
PT3 NAIL SPIKE 331310.62 2502132.56 24.19
PT4 MAG. NAIL 331580.68 2502027.06 25.21
EXISTING SITE NOTES: EXISTING UTILITY NOTES - SE
02
O7 TIMBER P05T F2_01 HANDICAP PARKING SPACES All TELEPHONE PEDESTAL p� t'1.•
02 T/UBER POST WITH SIGN F2_11 S/GN © RA15ED CONCRETE STEAM VAULT c
03 BRICK WALL W/ SIGN 22 DOUBLE YELLOW PAINT LINE © GAS VALVE 1 28 2%017 aE
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DRIVERS.
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2. PROTECT THE INFILTRATION BASINS BY MINIMIZING CONSTRUCTION TRAFFIC OVER THE AREA, AS TRAFFIC RESULTS IN INCREASED ,, O Ofo
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3. PERFORM EXCAVATION WITHIN THE BASIN AREA USING EQUIPMENT THAT WILL MINIMIZE DISTURBANCE AND THE COMPACTION OF U) m ui
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4. SCARIFY THE EXPOSED SUBGRADE AT THE BOTTOM OF THE BASIN TO A DEPTH OF 4-INCHES WITH THE TEETH OF THE Lu Y F_-
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6. HIRE A THIRD -PARTY TESTING FIRM TO PERFORM INFILTRATION TESTS AT INFILTRATION BASIN BEFORE AND AFTER CONSTRUCTION. z m Z
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1. FOR DESIGN AND ROUTE OF CIVIL UTILITIES - WATER
AND WASTEWATER, SEE SHEETS CS101 THROUGH
CS 104.
2. FOR DESIGN AND ROUTE OF CIVIL UTILITIES -
STORMWATER, SEE SHEETS CG101 THROUGH CG104.
3. FOR DESIGN AND ROUTE OF MECHANICAL UTILITIES -
NATURAL GAS, SEE SHEET PS101.
4. FOR DESIGN AND ROUTE OF MECHANICAL UTILITIES -
CHILLER AND CONDENSING UNIT, SEE SHEETS MS101
AND MS102.
5. FOR DESIGN AND ROUTE OF ELECTRICAL UTILTIIES -
POWER AND COMMUNICATIONS, SEE SHEET ES101.
6. FOR DESIGN AND ROUTE OF ELECTRICAL UTILITIES -
SITE LIGHTING, SEE SHEET ES102.
7. REFER TO SHEET C-602 FOR SANITARY SEWER
SCHEDULE SHOWN AS NUMBER IN OVAL.
8. REFER TO SHEET C-602 FOR STORM SEWER
SCHEDULE SHOWN AS NUMBER IN SQUARE.
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1. THE SITE WORK WILL BE PHASED BY AREA CONSTRUCTION. REFER TO THE EROSION CONTROL CONSTRUCTION SEQUENCE ON SHEET C-501 FOR ADOmONAL
INFORMATION ON EROSION CONTROL PHASING.
2. SITE WORK PHASING REQUIRES THE CONTRACTOR TO MAINTAIN PATIENT ACCESS TO THE FRONT ENTRANCE FOR PATIENTS AND SIDE ENTRANCE FOR DELIVERIES.
THIS WILL REQUIRE ON SITE COORDINATION TO MINIMIZE INTERFERENCE WITH ONGOING OPERATIONS.
3. UTILITY REMOVAL AND RELOCATION WITHIN PHASES MUST BE COORDINATED SO THAT SERVICES STAY ACTIVE.
In
BASE BID:
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
2. REROUTE UTILITIES WITHIN LIMITS OF PHASE 4.
3. PROVIDE FILL, ROUGH GRADE AND INSTALL BASE COURSE WITHIN THE
AMBULANCE ACCESS DRIVE WITHIN LIMITS OF PHASE 4.
4. REROUTE AND INSTALL NEW UTILITIES WITHIN PHASE 1. INSTALL STORM
DRAINAGE FROM STRUCTURE 14 TO STRUCTURE 17.
5. CONSTRUCT THE PHASE 1 PARKING LOT WHILE MAINTAINING THE CURRENT
PARKING AREAS.
6. INSTALL TEMPORARY SWALE WITHIN LOCATION OF GRASS CHANNEL
ADJACENT TO PHASE 1 PARKING LOT. CONNECT TEMPORARY SWALE TO
DRAIN TO LOW-LYING AREA EAST OF THE INFILTRATION BASIN.
7. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 1.
B. OPEN PHASE 1 PARKING LOT WITH ACCESS THROUGH EXISTING SOUTH
PARKING LOT.
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2.
10. REROUTE AND INSTALL UTILITIES WITHIN PHASE 2. INSTALL STORM
DRAINAGE FROM STRUCTURE 9 TO STRUCTURE 10 AND STUB OUT IN
PHASE 3 AREA AND PROVIDE TEMPORARY GRAVEL SURFACE. COMPLETE
REMAINING STORM DRAINAGE FROM STRUCTURE 10 TO STRUCTURE 12.
11. CONSTRUCT PHASE 2B PARKING LOT WHILE MAINTAINING FRONT ENTRANCE
ACCESS (PHASE 2C) TO EXISTING PARKING LOT.
12. COMPLETE PAVING AND GRADING WITHIN PHASE 2B.
13. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2 AND INSTALL A
TEMPORARY BITUMINOUS ENTRANCE AND DRIVE AT THE SAME LOCATION TO
ACCESS THE PARKING IN PHASE 2B.
14. OPEN PHASE 2B.
15. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. BEGIN PHASE 3 SITE
WORK. INSTALL UTILITIES AND STORM SYSTEM FROM STRUCTURE 13 TO
STRUCTURE 17 AND STRUCTURE 8 TO STRUCTURE 10.
16. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 3.
17. ONCE PHASE 3 IS COMPLETE, REMOVE TEMPORARY CONSTRUCTION
ENTRANCE 3 AND COMPLETE THE PHASE 2C FRONT ENTRANCE WORK.
REROUTE THE MAIN ENTRANCE THROUGH PHASE 2C AND REMOVE THE
TEMPORARY ACCESS DRIVE.
18. COMPLETE THE REMAINDER OF THE SITE WORK LOCATED WITHIN LIMITS OF
PHASE 4.
19. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 1 AND COMPLETE PAVING.
BASE BID WITH OPTION ITEM NO, 2:
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
2. REROUTE UTILITIES WITHIN LIMITS OF PHASE 4.
3. PROVIDE FILL, ROUGH GRADE AND INSTALL BASE COURSE WITHIN THE
AMBULANCE ACCESS DRIVE WITHIN LIMITS OF PHASE 4.
4. REROUTE AND INSTALL NEW UTILITIES WITHIN PHASE 1. INSTALL STORM
DRAINAGE FROM STRUCTURE 14 TO STRUCTURE 17.
5. CONSTRUCT THE PHASE 1 PARKING LOT WHILE MAINTAINING THE CURRENT
PARKING AREAS.
6. INSTALL TEMPORARY SWALE WITHIN LOCATION OF GRASS CHANNEL ADJACENT TO
PHASE 1 PARKING LOT. CONNECT TEMPORARY SWALE TO DRAIN TO LOW-LYING
AREA EAST OF THE INFILTRATION BASIN.
7. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 1.
8. OPEN PHASE 1 PARKING LOT WITH ACCESS THROUGH EXISTING SOUTH PARKING
LOT.
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2.
10. REROUTE AND INSTALL UTILITIES WITHIN PHASE 2. INSTALL STORM DRAINAGE
FROM STRUCTURE 9 TO STRUCTURE 10 AND STUB OUT IN PHASE 3 AREA AND
PROVIDE TEMPORARY GRAVEL SURFACE. COMPLETE REMAINING STORM DRAINAGE
FROM STRUCTURE 10 TO STRUCTURE 12.
11. CONSTRUCT PHASE 2B PARKING LOT WHILE MAINTAINING FRONT ENTRANCE
ACCESS (PHASE 2C) TO EXISTING PARKING LOT.
12. COMPLETE PAVING AND GRADING WITHIN PHASE 2B.
13. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2 AND INSTALL A TEMPORARY
BITUMINOUS ENTRANCE AND DRIVE AT THE SAME LOCATION TO ACCESS THE
PARKING IN PHASE 2B.
14. OPEN PHASE 28.
15. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. BEGIN PHASE 3 SITE WORK.
INSTALL UTILITIES AND STORM SYSTEM FROM STRUCTURE 13 TO STRUCTURE 17
AND STRUCTURE 8 TO STRUCTURE 10.
16. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 3.
17. ONCE PHASE 3 IS COMPLETE, REMOVE TEMPORARY CONSTRUCTION ENTRANCE 3
AND COMPLETE THE PHASE 2C FRONT ENTRANCE WORK. REROUTE THE MAIN
ENTRANCE THROUGH PHASE 2C AND REMOVE THE TEMPORARY ACCESS DRIVE.
18. COMPLETE THE REMAINDER OF THE SITE WORK LOCATED WITHIN LIMITS OF
PHASE 4.
19. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 1 AND COMPLETE PAVING.
BASE BID WITH OPTION ITEM NO 1:
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
2. REROUTE UTILITIES WITHIN LIMITS OF PHASE 4.
3. PROVIDE FILL, ROUGH GRADE AND INSTALL BASE COURSE WITHIN THE AMBULANCE ACCESS
DRIVE WITHIN LIMITS OF PHASE 4.
4. REROUTE AND INSTALL NEW UTILITIES WITHIN PHASE 1. INSTALL STORM DRAINAGE FROM
STRUCTURE 14 TO STRUCTURE 17.
5. CONSTRUCT THE PHASE 1 PARKING LOT WHILE MAINTAINING THE CURRENT PARKING AREAS.
6. INSTALL TEMPORARY SWALE WITHIN LOCATION OF GRASS CHANNEL ADJACENT TO PHASE 1
PARKING LOT. CONNECT TEMPORARY SWALE TO DRAIN TO LOW-LYING AREA EAST OF THE
INFILTRATION BASIN.
7. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 1.
8. OPEN PHASE 1 PARKING LOT WITH ACCESS THROUGH EXISTING SOUTH PARKING LOT.
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2.
10. REROUTE AND INSTALL UTILITIES WITHIN PHASE 2. INSTALL STORM DRAINAGE FROM
STRUCTURE 9 TO STRUCTURE 10 AND STUB OUT IN PHASE 3 AREA AND PROVIDE TEMPORARY
GRAVEL SURFACE. COMPLETE REMAINING STORM DRAINAGE FROM STRUCTURE 10 TO
STRUCTURE 12.
11. CONSTRUCT PHASE 2A PARKING LOT WHILE MAINTAINING FRONT ENTRANCE ACCESS (PHASE 2C)
TO EXISTING PARKING LOT.
12. CONSTRUCT PHASE 2B PARKING LOT WHILE MAINTAINING FRONT ENTRANCE ACCESS (PHASE
2C) TO EXISTING PARKING LOT. CONSTRUCT PHASE 2A CONCURRENTLY WITH 2B.
13. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASES 2A AND 2B.
14. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2 AND COMPLETE ENTRANCE.
15. OPEN PHASES 2A AND 2B WITH ACCESS THROUGH THE ENTRANCE IN THE PHASE 2A PARKING
LOT.
16. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. BEGIN PHASE 3 SITE WORK. INSTALL
UTILITIES AND STORM SYSTEM FROM STRUCTURE 13 TO STRUCTURE 17 AND STRUCTURE 8 TO
STRUCTURE 10.
17. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 3.
18. ONCE PHASE 3 IS COMPLETE, REMOVE TEMPORARY CONSTRUCTION ENTRANCE 3 AND
COMPLETE THE PHASE 2C FRONT ENTRANCE WORK. REROUTE THE MAIN ENTRANCE THROUGH
PHASE 2C.
19. COMPLETE THE REMAINDER OF THE SITE WORK LOCATED WITHIN LIMITS OF PHASE 4.
20. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 1 AND COMPLETE PAVING.
BASE BID WITH BOTH OPTIONS:
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
2. REROUTE UTILITIES WITHIN LIMITS OF PHASE 4.
3. PROVIDE FILL, ROUGH GRADE AND INSTALL BASE COURSE WITHIN THE AMBULANCE
ACCESS DRIVE WITHIN LIMITS OF PHASE 4.
4. REROUTE AND INSTALL NEW UTILITIES WITHIN PHASE 1. INSTALL STORM DRAINAGE FROM
STRUCTURE 14 TO STRUCTURE 17.
5. CONSTRUCT THE PHASE 1 PARKING LOT WHILE MAINTAINING THE CURRENT PARKING
AREAS.
6. INSTALL TEMPORARY SWALE WITHIN LOCATION OF GRASS CHANNEL ADJACENT TO PHASE 1
PARKING LOT. CONNECT TEMPORARY SWALE TO DRAIN TO LOW-LYING AREA EAST OF
THE INFILTRATION BASIN.
7. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 1.
B. OPEN PHASE 1 PARKING LOT WITH ACCESS THROUGH EXISTING SOUTH PARKING LOT.
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2.
10. REROUTE AND INSTALL UTILITIES WITHIN PHASE 2. INSTALL STORM DRAINAGE FROM
STRUCTURE 9 TO STRUCTURE 10 AND STUB OUT IN PHASE 3 AREA AND PROVIDE
TEMPORARY GRAVEL SURFACE. COMPLETE REMAINING STORM DRAINAGE FROM STRUCTURE
10 TO STRUCTURE 12.
11. CONSTRUCT PHASE 2A PARKING LOT WHILE MAINTAINING FRONT ENTRANCE ACCESS
(PHASE 2C) TO EXISTING PARKING LOT.
12. CONSTRUCT PHASE 28 PARKING LOT WHILE MAINTAINING FRONT ENTRANCE ACCESS
(PHASE 2C) TO EXISTING PARKING LOT. CONSTRUCT PHASE 2A CONCURRENTLY WITH 2B.
13. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASES 2A AND 2B.
14. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 2 AND COMPLETE ENTRANCE.
15. OPEN PHASES 2A AND 2B WITH ACCESS THROUGH THE ENTRANCE IN THE PHASE 2A
PARKING LOT.
16. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 3. BEGIN PHASE 3 SITE WORK. INSTALL
UTILITIES AND STORM SYSTEM FROM STRUCTURE 13 TO STRUCTURE 17 AND STRUCTURE
8 TO STRUCTURE 10.
17. COMPLETE PAVING AND GRADING WITHIN LIMITS OF PHASE 3.
18. ONCE PHASE 3 IS COMPLETE, REMOVE TEMPORARY CONSTRUCTION ENTRANCE 3 AND
COMPLETE THE PHASE 2C FRONT ENTRANCE WORK. REROUTE THE MAIN ENTRANCE
THROUGH PHASE 2C.
19. COMPLETE THE REMAINDER OF THE SITE WORK LOCATED WITHIN LIMITS OF PHASE 4.
20. REMOVE TEMPORARY CONSTRUCTION ENTRANCE 1 AND COMPLETE PAVING.
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DRAINAGE AREA
AREA (ACRES)
IMPERVIOUS (ACRES)
GRASS (ACRES)
OUTFALL
AREA 1
0.82
0.45
0.37
EXISTING WET POND
(SW8130906 PERMIT
DRAINAGE AREA I
AREA 2
1.18
0.32
0.86
OUTFALL 1
AREA 3
2.20
1.12
1.08
OUTFALL 2
AREA 4
0.80
0.02
0.78
OUTFALL 2
AREA 5
1.41
0.48
0.93
OUTFALL 2
AREA 6
3.34
1.29
2.05
OUTFALL 3
ADDITIONAL GRASS
AREA
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10.05
3.68
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PT1
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2501661.37
PT2
331198.60
2501838.41
PT3
331201.11
2501844.95
PT4
331225.26
2501931.66
P175
331227.20
2501939.32
PT6
331388.93
2502039.04
PT7
331455.39
2501989.54
PT8
331477.53
2502003.17
PT9
331532.19
2502025.92
PT10
331555.18
2502040.07
PT11
331543.34
2502116.52
PT12
331618.14
2502128.54
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331658.89
2502118.85
PT14
331710.37
2502081.63
PT15
331758.72
2502003.13
PT16
331320.60
2501647.43
PT17
331412.26
2501741.57
PT18
331473.36
2501777.82
PT19
331509.81
2501785.93
PT20
331564.13
2501773.53
PT21
331597.97
2501757.74
PT22
331314.03
2501598.22
PT23
331287.46
2501617.53
PT24
331292.80
2501697.09
PT25
331310.15
2501716.33
PT26
331296.42
2501801.48
PT27
331253.52
2501817.73
PT28
331254.96
2501842.81
PT29
331276.48
2501897.14
PT30
331280.69
2501955.46
PT31
331320.75
2501821.16
PT32
331312.97
2501714.81
PT33
331359.06
2501709.96
PT34
331539.79
2501807.43
PT35
331617.78
2501851.12
PT36
331639.08
2501878.14
LAYOUT CONTROL POINTS
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NORTHING
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PT37
331710.95
2501922.41
PT38
331717.03
2501940.71
PT39
331701.77
2501979.19
PT40
331713.93
2502015.80
PT41
331459.14
2502144.53
PT42
331482.13
2502158.69
PT43
331377.20
2502116.50
PT44
331399.34
2502130.14
PT45
331440.93
2501713.20
PT46
331435.81
2501721.83
PT47
331410.15
2501692.51
PT48
331403.92
2501700.34
PT49
331390.40
2501667.68
PT50
331378.82
2501678.72
PT51
331355.82
2501620.31
PT52
331345.94
2501618.13
PT53
331427.06
2502180.56
PT54
331394.53
2502160.53
PT55
331427.75
2502106.58
PT56
331459.67
2502106.89
PT57
331345.22
2502093.74
PT58
331339.97
2502102.25
PT59
331197.94
2502002.93
PT60
331192.68
2502011.44
PT61
331597.81
2501768.14
PT62
331427.66
2501769.31
PT63
331315.04
2501650.79
PT64
331374.42
2502013.65
PT65
331429.50
2501728.55
PT66
331371.65
2501682.78
PT67
331344.57
2501648.23
PT68
331465.56
2502099.15
PT69
331458.15
2502095.87
PT70
331450.12
2502094.70
PT71
331444.20
2502094.64
PT72
331438.28
2502094.58
AMBULANCE DRIVE SITE IMPROVEMENT NOTES
01 CONCRETE SIDEWALK (REFER TO DETAIL C-503/C2)
❑2 CURB (REFER TO DETAIL C-503/B2)
�3 CURB & GUTTER (REFER TO DETAIL C-503/0)
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09 HANDICAP RAMP (REFER TO DETAIL C-503/B3, B4, C4, D2)
16 DROP ARM GATE (REFER TO DETAIL C-504/C3)
19 4' WHITE PAINT LINE (REFER TO DETAIL C-505/A1)
21 PAVEMENT INTERFACE (REFER TO DETAIL C-503/At)
33 PAINTED CROSSEWALK (REFER TO DETAIL C-505/B2)
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331395.72
2502043.23
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331406.00
2502040.79
PT75
331413.81
2502045.61
PT76
331774.69
2501986.34
PT77
331791.43
2502036.39
PT78
331810.47
2502023.31
PT79
331777.05
2502053.44
PT80
331649.47
2501758.76
PT81
331576.32
2501712.66
PT82
331345.84
2501599.64
PT83
331323.31
2501587.46
PT84
331308.41
2501543.93
PT85
331252.49
2501508.61
PT86
331190.70
2501991.41
PT87
331185.46
2501999.93
PT88
331135.17
2501968.92
PT89
331158.71
2501929.40
PT90
331147.70
2501902.43
PT91
331121.12
2501897.58
PT92
331463.26
2501976.77
PT93
331485.40
2501990.40
PT94
331376.61
2502123.18
PT95
331393.64
2502133.67
NOTES:
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90 HANDICAP RAMP (REFER TO DETAIL C-503/B3, B4, C4, D2)
10 CONCRETE STOOP (REFER TO DETAIL C-503/B1)
15 CONCRETE ENTRANCE (REFER TO DETAIL C-503/A4)
18 REMOVABLE BOLLARDS (REFER TO DETAIL C-505/A5)
21 PAVEMENT INTERFACE (REFER TO DETAIL C-503/A1)
22 REFER TO LANDSCAPE DRAWINGS
23 REFER TO ELECTRICAL DRAWINGS
27 GRASS CHANNEL (REFER TO DETAIL C-507/C4)
28 CURB AND GUTTER WITH CURB SLOTS
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32 BOLLARD STORAGE PAD (REFER TO DETAIL C-505/B5)
36 GRAVEL BORDER (REFER TO LANDSCAPE PLANS)
37 DOWNSPOUT (REFER TO ARCHITECTURAL DRAWINGS)
42 GRAVEL DIAPHRAGM (REFER TO DETAIL C-503/C3)
52 PROVIDE PAVEMENT PATCH AT ELECTRICAL DUCT.
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NOTES:
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REFER
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2 1 3
EROSION & SEDIMENT CONTROL MEASURES
IP INLET PROTECTION (NC 6.51) �I
(REFER TO DETAIL C-502/ 84)
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TREE PROTECTION
(NC 6.05)
(REFER TO
SHEET
LP002)
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OUTLET STABILIZATION STRUCTURE (NC 6.41)
(REFER TO
SHEET
C-501/ A2)
RIP
ROCK PIPE
INLET
PROTECTION (NC 6.55)
(REFER TO
DETAIL
C-502/ A4)
SF
TEMPORARY
SEDIMENT FENCE NC 6.62)
(REFER TO
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C-502/ C1T
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1. REFER TO SHEET C-001 FOR LEGEND.
2. REFER TO SHEET C-602 FOR STORM SEWER SCHEDULE.
3. ADJUST RIMS OF ALL EXISTING UNDERGROUND UTILITY
STRUCTURES TO FINISH GRADES WHETHER INDICATED OR NOT.
4. GRADE ALL PARKING LOT ISLANDS TO DRAIN TO PAVEMENT AT
A 2% MIN. SLOPE.
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- 0 20' 40' 60' 80 JECTNO1430035
1 20 CONSTR.CONTR.
N62470-16-D-6006
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NORTH CAROLINA SEEDING REQUIREMENTS
TEMPORARY GROUND COVER MAINTENANCE
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
l091112iexvlImvI ll11
SPECIES RATE LB ACRE)
RYE GRAIN 120
THE USE OF ANNUAL RYE GRASS IS PROHIBITED FOR
USE IN ANY APPLICATION
ANNUAL LESPEDEZA 50
(KOBE IN PIEDMONT AND COASTAL PLAIN)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF
TEMPORARY COVER IS NOT TO 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 DISK 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 (I B/ACRE)
GERMAN MILLET 40
SEEDING DATES
COASTAL PLAIN APR. 15-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND
750 LB/ACRE 10-10-10 FERTILIZER.
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) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
PERMANENT GROUND COVER
AREAS DISTURNED DURING CONSTRUCTION NOT
OCCUPIED BY BUILDINGS, WALKS OR PAVEMENT MUST
BE SODDED. SEE LANDSCAPE PLANS.
NORTH CAROLINA SODDING REQUIREMENTS (NC 6.12)
SODDING
VARIETIES - CENTIPEDE GRASS NO IMPROVED
VARIETIES
PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF
2 TONS/ACRE (100 LB/ 1,000 FT) AND FERTILIZER
AT A RATE OF 1,000 LB/ ACRE (25 LB/ 1,000 FT)
OF 10-10-10 IN FALL OR 5-10-10 IN SPRING.
CENTIPEDE SOD CAN BE APPLIED AT ANY TIME OF
YEAR AND WILL BE PROPERLY MANAGED UNTIL GROW
IN HAS ESTABLISHED.
MAINTENANCE
AFTER THE FIRST WEEK, WATER AS NECESSARY TO
MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE
AND PREVENT DORMANCY OF THE SOD.
MOW TURFED AREA TO A MINIMUM AVERAGE HEIGHT
OF 1 1/2 INCHES WHEN AVERAGE HEIGHT OF GRASS
BECOMES 2 INCHES FOR SPRING/SUMMER
MAINTENANCE AND TO A MINIMUM AVERAGE HEIGHT OF
2 INCHES WHEN THE AVERAGE HEIGHT OF GRASS
REACHES 3 INCHES FOR FALL MAINTENANCE.
AFTER THE FIRST GROWING SEASON, ESTABLISHED
SOD REQUIRES FERTILIZATION, AND MAY ALSO
REQUIRE LIME. APPLY TURF FERTILIZER IN A
MANNER THAT PROMOTES HEALTH, GROWTH, VIGOR,
COLOR AND APPEARANCE OF CULTIVATED TURF AREAS.
THE METHOD OF APPLICATION, FERTILIZER TYPE AND
FREQUENCIES SHALL BE DETERMINED BY THE
LABORATORY SOIL ANALYSIS RESULTS THE
3 4 I 5
EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING DESIGN MANUAL (REVISED JUNE 2006).
2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7
DAYS OF THE LAST LAND DISTURBING ACTIVITY FOR THE PERIMETER
DIKES, SWALES, DITCHES AND SLOPES, HIGH QUALITY WATER (HWQ)
ZONES AND SLOPES STEEPER THAN 3:1. SOIL STABILIZATION MUST
ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WITHIN 14
DAYS OF THE LAST LAND DISTURBING ACTIVITY FOR SLOPES 3:1 OR
FLATTER AND OTHER AREAS WITH SLOPES FLATTER THAN 4:1. SOIL
STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT,
MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL
ON AREAS TO BE PAVED.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION.
4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL
DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7
CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN EVENT.
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT
THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS
STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS
PROVIDED SEEDING. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. SEDIMENT SHALL BE
REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF
WAY TO THE TOP OF THE BARRIER. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. TO FACILITATE
RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.
ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS
ARE TO BE FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH
ALL PERMITS AND PLANS, ANY CHANGES MUST BE APPROVED BY
THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND
SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES
CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE ONSITE OFFICE. THE CONTRACTOR IS ADDITIONALLY
RESPONSIBLE CONDUCT PHASED SELF -INSPECTIONS REQUIRED IN
THE EROSION CONTROL PERMIT APPROVAL. THESE INSPECTIONS
SHALL BE MAINTAINED ALONG WITH THE NPDES INSPECTIONS.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION
VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION
ENTRANCE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A
DAILY BASIS.
MULCH
REQUIREMENTS OF THE PARTICULAR TURF SPECIES.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
FERTILIZER SHALL BE APPLIED BY APPROVED
TACKING WITH ASPHALT, NETTING, OR A MULCH
METHODS IN ACCORDANCE WITH THE MANUFACTURER'S
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
RECOMMENDATIONS.
CAN BE USED AS A MULCH ANCHORING
SOIL
SOIL
REMOVAL
NOTE.
TOOL.
MAINTENANCE
1.
NO SOIL FROM CONSTRUCTION SITES SHALL LEAVE MARINE CORPS
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
BASE CAMP LEJEUNE WITH THE EXCEPTION OF ENVIRONMENTAL
RESEED, REFERTILIZE AND MULCH IMMEDIATELY
REMEDIAL ACTIVITIES. DISPOSE OF ANY SURPLUS SOIL THAT
FOLLOWING EROSION OR OTHER DAMAGE.
CANNOT BE REUSED ON ITS ORIGINATING SITE TO ONE OF THE
FOLLOWING LOCATIONS:
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
A. AREAS MANAGED BY G-3/5 FOR REUSE ON TRAINING AREAS FOR
SEEDING MIXTURE
VARIOUS MAINTENANCE ACTIVITIES:
SPECIES RATE (LB/ACRE)
B. 3.1 ACRE STORAGE EAST OF OP-4 ON SNEADS FERRY ROAD.
RYE GRAIN 120
THE USE OF ANNUAL RYE GRASS IS PROHIBITES FOR
C. 3.5 ACRE STORAGE WITHIN TLZ CONDOR OFF VERONA LOOP
USE IN ANY APPLICATION
ROAD.
SEEDING DATES
2.
PRIOR TO DELIVERING SOIL TO THESE STOCKPILE LOCATIONS, THE
COASTAL PLAIN AND PIEDMONT - AUG 15-DEC 30
FOLLOWING MUST BE CONDUCTED:
SOIL AMENDMENTS
3.
COORDINATE WITH G-3/5, MR. DAVE LYNCH OR MR. BILL VAN PELT,
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
MCI EAST-MCB CAMLEJ AT [phone]/8799, TO DETERMINE
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND
CAPACITY AVAILABLE AT THE STORAGE LOCATIONS.
1000 LB/ACRE 10-10-10 FERTILIZER.
4.
ALL SOILS WILL BE CLEAR OF DELETERIOUS ORGANIC MATERIAL
MULCH
SUCH AS BRUSH, STUMPS, ROOTS AND TIMBER AND REFUSE AND
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
CONSTRUCTION DEBRIS.
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
5.
CONTACT POINT OF CONTACTS LISTED ABOVE 7 TO 10 DAYS IN
STRAIGHT CAN BE USED AS A MULCH ANCHORING
ADVANCE TO COORDINATE DELIVERY OF MATERIAL AT THE STORAGE
TOOL.
LOCATIONS.
6.
SOIL CONTAMINATED WITH DEBRIS OR CHEMICALS CANNOT BE
DISPOSED AT THE STOCKPILE LOCATIONS. IF CONTAMINATED SOILS
ARE SUSPECTED OR CONFIRMED THROUGH PRESENCE OF UXO,
ODORS, OR VISUAL STAINING, AFFECTED SOILS MUST BE PROPERLY
TESTED, MANIFESTED, AND DISPOSED OF IN ACCORDANCE WITH RCRA
REGULATIONS. CONTACT BASE EMD, ER PROGRAM MANAGER, FOR
MORE INFORMATION.
1 ' 2
3
WIDTH = La +dO
PLAN - NO WELL DEFINED CHANNEL
STRUCTURE 19 La = 6'
7
SECTION B-B
MAINTENANCE
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION
AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL
AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE.
7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO
CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER,
MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF
CONSTRUCTION SITE TRAFFIC.
8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE
STORM DRAINAGE SYSTEM.
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY
TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED
NECESSARY BY THE PLAN APPROVING AUTHORITY.
10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT
TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED.
AFTER STABILIZATION IS COMPLETE. ALL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD
AND SEEDED.
11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT
LIMITS SHALL BE REMOVED BY THE CONTRACTOR.
12. OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE
FURNISHED FROM EXCAVATIONS FROM SOURCES OUTSIDE OF
GOVERNMENT PROPERTY. NO SOIL FROM CONSTRUCTION SITES
SHALL LEAVE MARINE CORPS BASE CAMP LEJEUNE WITH THE
EXCEPTION OF ENVIRONMENTAL REMEDIAL ACTIVITIES. SEE SOIL
REMOVAL NOTE.
13. EROSION CONTROL DETAILS REFERENCE PRACTICES AND
SPECIFICATIONS IN THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY'S EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
OUTLET CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR
ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A
MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE
FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER BUT NOT LESS THAN 18-INCHES.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE
HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END.
MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE
RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN
THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH
VEGETATION IN ACCORDANCE WITH SEEDING REQUIREMENTS.
D-OUTLET STABILIZATION STRUCTURE
(E & S CONTROL MEASURE OSS )
NC 6.41
N.T.S.
3
BdNFORTH
ENGINEERS t SURVEYORS
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. CONTACT NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) PRIOR TO
CONSTRUCTION.
3. HOLD PRECONSTRUCTION CONFERENCE WITH PUBLIC WORKS OFFICER AT LEAST ONE WEEK
PRIOR TO CONSTRUCTION.
4. REVIEW PHASING PLANS AND PERFORM THE FOLLOWING WORK WITHIN PHASED AREAS AS
DESIGNATED.
5. FIELD MARK THE LIMITS OF DISTURBANCE. FLAG INFILTRATION BASIN AREA. PROTECT
INFILTRATION AREA PER THE INFILTRATION AREA CONSTRUCTION NOTES AND INSTALL SILT
FENCE.
6. INSTALL STABILIZED CONSTRUCTION ENTRANCE 1.
7. CLEAR AND GRUB AS NECESSARY TO INSTALL INLET PROTECTION AND PERIMETER EROSION
AND SEDIMENT CONTROLS WITHIN ALL PHASES.
8. INSTALL CONSTRUCTION ACCESS DRIVE IN PHASE 4 PER PHASING NOTES.
WITHIN PHASES AND NOTES SHOWN ON THE PHASING DRAWINGS C-006 AND C-007:
9. INSTALL TEMPORARY CONSTRUCTION ENTRANCE 2 AND 3.
10. COMPLETE SITE CLEARING.
11. ROUGH GRADE SITE.
12. MINIMIZE THE AMOUNT OF EXPOSED AREAS DURING CONSTRUCTION. MAXIMUM AMOUNT OF
EXPOSED AREA IS 10 ACRES.
13. STABILIZE GRADED AND DISTURBED AREAS IMMEDIATELY AFTER GRADING. PROVIDE TEMPORARY
SEEDING AND MULCHING ON ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES NOT
COVERED BY BITUMINOUS PAVEMENT. PROVIDE PERMANENT STABILIZATION IMMEDIATELY ON
AREAS THAT HAVE BEEN FINAL GRADED. APPLY PERMANENT OR TEMPORARY SOIL
STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS FOR SLOPES STEEPER
THAN 3:1 AND 14 DAYS FOR SLOPES 3:1 OR FLATTER.
14. INSTALL STORM DRAINAGE SYSTEM AND PROTECT FROM USE.
15. REMOVE SILT FENCE AS NEEDED TO INSTALL INFILTRATION BASIN. REESTABLISH SILT FENCE.
16. INSTALL WATER AND SEWER.
17. BEGIN BUILDING CONSTRUCTION.
18. CONSTRUCT PAVING.
19. COMPLETE SITE WORK.
C
11 /28/2017 eIAL
EssL71L�1-1
4750 New Broad Street
Orlando, Flonda 32814
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LICENSE #AA 00005 #EB 000N29
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20.
REMOVE
CONSTRUCTION ENTRANCES AND COMPLETE PAVING.
SATISFACTORY TO DATE
DES CAB
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PMNM
21.
PROVIDE
FINAL SITE GRADING AND PERMANENT STABILIZATION.
BRANCH MANAGER
CHIEFEN
22.
REMOVE
SILT FENCE AT INFILTRATION BASIN AND INSTALL GRAVEL DIAPHRAGM.
FP ENGINEER
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23. MEASURES SHALL BE INSPECTED PER THE EROSION AND SEDIMENT CONTROL NOTES.
24.
REMOVE
TEMPORARY EROSION CONTROL MEASURES AT THE END OF CONSTRUCTION PER THE
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PARKING BY
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D3 HANDICAP PARKING SIGN
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(12" X 18")
VAN
ACCESSIBLE,)
VAN ACCESSIBLE 11BII
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ATTACH SIGN TO POST W/
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NOTES:
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B5 REMOVABLE BOLLARD STORAGE PAD
N.T.S.
SATISFACTORYTO DATE
DES CAB DRW CAD CHK ALB
STOP SIGN (R1-1)
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6" 6" 1'-6"
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NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
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NAVFAC DRAWING
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X 22" t
C-505
IT IS A REDUCED SIZE DRAWING FOR fM AL L
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MAXIMUM
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6" TO 15"
8"
16" TO 21"
10"
24" TO 30"
12"
MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE
NOTES:
1. PROVIDE BEDDING MATERIAL IN ACCORDANCE WITH THE
SPECIFICATIONS.
2. COMMON FILL, EXCEPT STRUCTURAL FILL TO BOTTOM OF
PAVEMENT SECTION OR STRUCTURES, SPREAD FOOTINGS AND
CONCRETE SLABS.
3. PLACE TAPE 12" BELOW FINISHED GRADE IN UNPAVED AREAS &
6" BELOW TOP OF SUBGRADE IN PAVED AREAS.
4. PLASTIC PIPES INCLUDE PVC AND HDPE PIPES.
FRAME & COVER IN
ACCORDANCE WITH
FS A-A-60005
FIG. 1, SIZE 24A FOR FRAME
FIG. 8, SIZE 24A FOR COVER
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NOTES:
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MONOLITHIC TYPE.
2. SANITARY SEWER MANHOLE
INSIDE DIAMETER SHALL CONFORM
TO THE FOLLOWING:
MAX. DEPTH FOR 48" MH. WITH
5" WALL SHALL BE 12'.
OVER 12' DEEP USE 60" MH.
WITH 6" WALL.
GROUT USING 1:2
CEMENT MORTAR MIX
4" MIN.-12" MAX., USE
PRECAST ADJUSTMENT
RINGS OR SOLID BRICK
AND MORTAR LAID
RADIALLY
MANHOLE STEPS AT 16" MAX. O.C.
4'-0" _TAPERED LIFT HOLE
(SEE NOTE 2)— :' . VERTICAL CHANNEL WALLS
12" FORMED OF CONCRETE
MIN.
�2 / WITH TROWELED FINISH
RESILIENT MANHOLE
' CONNECTOR
8" J EXTENDED MONOLITHIC
4" ��� x BASE
A 12" CLASS A RIPRAP CHOKED
INVERT OF SEWER MAIN APPROVED WITH #57 STONE FOR DEPTHS
CARRIED THRU MH. WITH UNDISTURBED GEOGRID < 6' BELOW FINISH GRADE;
SPLIT PIPE SECTIONS SUBGRADE INCREASE RIPRAP/ STONE
SECTION DEPTH 2" PER FOOT OF DEPTH
MANHOLE >6' BELOW FINISH GRADE.
Al (PRECAST CONCRETE)
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hi
A O.D. A
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FOR PLASTIC PIPES
IDENTIFICATION
TAPE
DETECTION
WIRE
6" - 12"
COVER
PIPE ZONE
6" MIN.
D2 PIPE TRENCH DETAILS
1/2" PREF
EXPANSION
IDENTIFICATION
TAPE
W
A O.D. A DETECTION
WIRE
BEDDING
THICKNESS
VARIES
FOR NON -PLASTIC PIPES
GUTTER GUTTER THROAT OPENING GUTTER GONER
TRANSITION PAN TRANSITION
N.T.S.
3-#4 TOP
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#4 AT 12" ON
CENTER, EACH
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3" CLEAR —
SLOPE
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FS A-A-60005 FIG. 1, SIZE 24A FOR
FRAME FIG. 8, SIZE 24A FOR COVER
FINISHED GRADE
MANHOLE STEPS AT 16"
BRICK OR CONCRETE WALLS
BRICK OR CONCRETE FILL
APPROVED ` GEOTEXTILE 1" CEMENT MORTAR
UNDISTURBEDJ SECTION FINISH IN GUTTER
SUBGRADE
N.T.S.
A3 CURB INLET 4' THROAT
N.T.S.
8" #57 STONE FOR
DEPTHS < 6' BELOW
FINISH GRADE;
INCREASE STONE DEPTH
2" PER FOOT OF
DEPTH >6' BELOW
FINISH GRADE.
SPIGOT END ON INLET END SECTIONS
HUB END ON OUTLET END SECTIONS
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C-507
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DIA
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B
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15"
6"
2'-3"
1'-9"
4'-0"
2'-6"
24"
9 1/2"
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6'-1"
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FIG. 1, SIZE 24A FOR FRAME DES CAB I DRW CAD CHK ALE
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11 28 2017 SEAL
-'1ANNELS OF TRIBUTARIES TO BE
IRMED OUT OF CONCRETE 0
NOTES: Fss
1. BASES SHALL BE EXTENDED 4750 New Broad Street
MONOLITHIC TYPE. OdaMq FltrnC8 62614
www.Mae.mm
LICENSE#AA C000564 #EB 0000629
2. SANITARY SEWER MANHOLE IE1"0
INSIDE DIAMETER SHALL CONFORM APPROVED
TO THE FOLLOWING:
MAX. DEPTH FOR 48" MH. WITH
5" WALL SHALL BE 12'. FOR COMMANDER NAVFAC
' OVER 12' DEEP USE 60" MH. ACTIVITY
WITH 6" WALL.
2' MIN.
DROP
FLOW k l
CEMENT MORTAR MIX
CHIEF ENGIARCH
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VARIES
GRADE
POINT
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COLLAR �l 0 WEIR OPENING. SEE SCHEDULE
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C-507 0
1/2" CHAMFER TYPICAL
STRUCTURE RIM
#4 CONTINUOUS WEIR OPENING
•,
a
6" MIN.
AGGREGATE
BASE
CB(NC DOT) SEE 8" 8" #57 STONE FOR
SHEET C-514/B1
DEPTHS < 6' BELOW
FINISH GRADE;
INCREASE STONE DEPTH
2" PER FOOT OF
DEPTH >6 BELOW
FINISH GRADE.
COMPACTED SUBGRADE
B SECTION
N.T.S.
CATCH BASIN WITH WEIR COLLAR
N.T.S.
K
WATER QUALITY
ELEV. = 21.80
INFILTRATION BASIN OUTLET
STRUCTURE, RIM = 21.80
' V SEASONAL HIGH WATER
TABLE (SHWT) = 14.0
INFILTRATION BASIN SECTION
UJ N.T.S.
TIE TO EXISTING GRADE
2'-4" FOR CONCRETE ANCHOR
FRAME & GRATES
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2'-0" a
"F" BAR ® 6" CTS. 2" N
"B" BAR ® d
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"E" BAR 0 6" CTS.
"C" BAR
"B" BAR 0 12" CTS.
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2"
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SECTION Y-Y
NOTES:
1. ALL REINFORCING BARS ARE #5
2. SEE CATCH BASIN WITH WEIR
COLLAR FOR STONE AND SUBGRADE.
3• SzOPF
OR
4" TOPSOIL
SEE LANDSCAPE
PLAN FOR PLANTING
PROVIDE 36" MIN. ASTM C33
CLEAN WASHED SAND BELOW
PLANTING SECTION
UNDISTURBED IN -SITU SOIL
T.O.S.
C4
X—*--i
SEE SECTION Y-Y FOR DI
FRAME AND GRATES
"C" VERTICAL BARS
"E" & "F" HORIZONTAL BARS
STRAIGHT BARS
X--j
PLAN
SEE PLAN
NOTE:
REFER TO CS105 FOR
BASIN LAYOUT AND
CG105 FOR GRADING.
SEE PLAN
T.O.B.
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T.O.S.
GRASS CHANNEL
N.T.S.
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17" BRICK
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BASE BARS
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2 1 3 1 4
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PROJECT NO.: 1430035
CORNER BARSgv; CONSTR. CONTR. NO.
N62470-16-D-6006
NAVFAC DRAWING NO.
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22" SHEET ## OF
IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY C-507
5 DnAwsoNN�N:10w 11=
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4 1/2" PUMPER
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FACING ROAD —
PROVIDE 5" STORZ
CONNECTION
1'-6"
LEAVE HYDRANT
DRAIN OPEN
COMPACTED OR —
UNDISTURBED a
GROUND C-;
CONCRETE BLOCK
CAST IN PLACE
- 3'-0" MIN FROM EDGE OF CRUSHED ROCK
ROADWAY SHOULDER OR OR GRAVEL
CURB. 7'-0" MAX DRAIN POCKET-
2'-0" MIN FROM SIDEWALK
2-2 1/2 HOSE OUTLETS
- FINISHED GRADE
CONCRETE
BLOCKING
MIN DEPTH
OF BURY PROVIDE 6" GATE VALVE
2'-6" WITH CAST IRON ROADWAY
VALVE BOX FOR EACH
HYDRANT CONNECTION
2'-6" 2'-6" BOLLARD
1'-6 '-6' REFER TO C-502/C5
N
*!,T
CV
1'-6"
GRAVEL OR CRUSHED ROCK
DRAIN POCKET —
THOROUGHLY COMPACTED
C1 FIRE HYDRANT DETAIL
N.T.S.
FINISHED GRADE
OPERATING NUT
3' SQ. CONC. PAVEMENT
IN GRASSY AREAS
VALVE BOX WITH
COVER, TOP SECTION
W 5"0 SHAFT
N VALVE BOX, CENTER SECTION (TYP)
a ADJUST SECTION LENGTH OR USE
MULTIPLE SECTIONS TO SUIT THE
TOTAL REQUIRED LENGTH OF
VALVE BOX
VALVE BOX BASE
—SET LID FLUSH WITH
DOWN SLOPE SURFACE
NO. 4 BAR ALL
SIDES —MID
DEPTH (2-1/2"
CLEAR OF SIDES)
6
18"
MAX
PROVIDE 5"0X 1/2- THICK
STEEL RING SPACER AT TOP OF
EACH VALVE BOX CENTER SECTION
TO KEEP THE EXTENSION STEM
ALIGNED WITH THE CENTER LINE
OF THE VALVE BOX
EXTENSION STEM
ol'n"n %JgLVE
B1 VALVE BOX DETAIL
N.T.S.
4" REMOVABLE THREADED PLUG
FLUSH W/ FINAL GRADE
24" SQ. X 4" THICK CONC. SLAB
(IF NOT IN PAVEMENT) (CONCRETE
NOT REQUIRED IN BMPS)
PLUG AT END
OF LINE
4 CLEANOUT
4" CAST IRON SOIL PIPE
DETAIL NON -PAVED AREAS
N.T.S.
23"
3/4" WEB — 1 1/2" TALL
GENERAL NOTES:
1. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
2. FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
3. ASSEMBLE RISER AND GRADE RINGS WITH STEPS AT 12" FROM TOP
TO THE BOTTOM OF THE MANHOLE.
4. WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT THE
TOP OF THE MANHOLE FLUSH WITH GROUND AND A MINIMUM OF 9"
ABOVE THE GROUND AT OTHER LOCATIONS.
5. LIMIT DEPTH OF FILL TO 30'-0" FROM FINISHED GRADE TO TOP OF
BOTTOM SLAB.
6. THE MINIMUM SLAB THICKNESS 'T' IS THE DIMENSIONS OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS A
DISTINGUISHABLE TOP AND BOTTOM.
2„ D'+2 W'
ADDITIONAL
1 #4 REBAR
T'T11" MINN. USE MIN. AREA OF
CLR. TYP. STEEL IN TOP SLAB
OF #4 0 8" CTS.
FLAT TOP SLAB EACHWAY/EACH FACE*.
PLAN RAISED 1/4" BOTTOM VIEW COVER ADDITIONAL #4 EACH
SIDE OF OPENING (1"
4 7/8" 1 1/4"
12 1 4"
7 1/2" 1 1/8"
2"
CASTING TO BE SET &
- < e� EMBEDDED IN BUTYL JOINT
MATERIAL AND CAPPED WITH
HYDRAULIC CEMENT GROUT.
REMOVABLE PLUG
-45' BEND
SEWER PIPE
EWER MAIN
SECTION A -A
C4
SANITARY SEWER MAIN LINE CLEAN OUT BOX PAVED AREAS
N.T.S.
DOWNSPOUT CONNECTION DETAI
L
FINISHED ROAD 3'-0" MIN. ---\
GRADE COVER (TYP.)
L 10'-0" MIN. 10'-0" MIN.
D.I./ PVC D.I. M.J.
EXISTING
00 MAIN
10'-0" MIN.
NOTES:
1. LOWERED SECTION TO BE OF DUCTILE IRON (CLASS 350)
MECHANICAL JOINT PIPE RESTRAINED JOINTS.
2. CALCULATE LENGTH (L) OF RESTRAINED SECTION.
3. USE APPROPRIATE TYPE RESTRAINT FOR DUCTILE IRON OR
PVC.
A� WATERLINE OFFSET DETAIL
N.T.S.
CLEAR OF BOTTOM
FACE"
MANHOLE OPTION
ECCENTI
CONE
SECTION
2� 0",
FDA i
ALTERNATE
CONE SECTION
IvFORTH
ENGINEERS t SURVEYORS
D
W
T
As
INTERNAL
MIN. WALL
MIN.
MIN.
DIAMETER
THICKNESS
TOP/BOTTOM
CIRCUMFERENTIAL
(FT.)
(IN.)
SLAB
AREA IF STEEL
THICKNESS
PER VERTICAL FT.
(IN.)
(SQ. IN.)
4
4
6
0.12
5
5
8
015
6
6
8
0.18
GRADE RING. 2�=0"I MIN. AREA OF
STEEL IS 0.07
ECCENTRIC CONE SQ. INCHES
6" MAX.
LOCATE WALL SPACING OF
REINFORCEMENT CIRCUM. R/F
IN MIDDLE STD. STEP
THIRD OF 1 NO. 840.66 MIN,
WALL .......
As
12" (CIRCUMFERENTIAL SE
REINFORCEMENT)TYP. =n
RISE ONGITUDINAL '-,y 02
REINFORCEMENT) a►G�1`'
FWF V 'W' 11 „28 „F' 017
USE MIN. AREA OF REINF. CONC.
SEE NCDOT STD, 840.54 STEEL IN BASE T �FTG. (SEE STD.
FOR MANHOLE RING AND SLAB OF 0.12 SQ. J 1525.01 I>
COVER PER L.F. EACH _ 1" MIN. REQUIRED
WAY --- CLR. I 'SSpp__,�,�
&L-�
TYPICAL MANHOLE SECTION 4TSDNew do,Fbrad 2814
Orlando, FbMa 32814
pwx.dlae.wm
LICENSE BAA Comm #EB DM29
MEHFO
APPROVED
PRECAST MANHOLE 4, 5' AND 6' DIAMETER
(NCDOT STANDARD NO. 840.52)
12" THRU 48" PIPE
N.T.S.
LM.J. PVC
JOINT RESTRAINTS:
ALL FITTINGS SHALL HAVE RESTRAINED TYPE JOINTS.
IN ADDITION TO RESTRAINED JOINTS AT FITTINGS, THE FOLLOWING MINIMUM
LENGTHS OF PIPE SHALL BE PROVIDED WITH RESTRAINED JOINTS ON EACH SIDE
OF THE FITTING, UNLESS OTHERWISE SPECIFIED.
HORIZONTAL FITTINGS (PVC PIPE):
10" 45' DEGREE BEND:
12 FEET
10" 22 1/2' DEGREE BEND:
6 FEET
VERTICAL BENDS: 6" PVC
ASSUMING A 3 FOOT DIFFERENCE IN ELEVATION:
45' DEGREE BENDS: 26 FEET
(UPPER BEND), 7 FEET (LOWER
BEND)
VERTICAL BENDS: 10" PVC
ASSUMING A 5 FOOT DIFFERENCE IN ELEVATION:
45' DEGREE BENDS: 36 FEET
(UPPER BEND), 5 FEET (LOWER
BEND)
VERTICAL BENDS: 12" PVC
ASSUMING A 3 FOOT DIFFERENCE IN ELEVATION:
45' DEGREE BENDS: 43 FEET
(UPPER BEND), 8 FEET (LOWER
BEND)
RESTRAINT LENGTHS COMPUTED
FROM THE EBBA IRON WEBSITE
PROGRAM USING
THE "SM" SOIL DESIGNATION, A
BURY DEPTH OF 3 FEET, 150
PSI TEST
PRESSURE AND A TYPE "5" DITCH, WHICH IS SIMILAR TO THE ONE THAT WILL BE
USED.
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
4 5
FOR COMMANDER RAVFAC
ACTIVITY
SATISFACTORYTO DATE
DES CAB DRW CAD
CHIT ALB
P64DM
BRANCH MANAGER
CHIEFENGARCH
FP ENGINEER
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'101
EPROJECTNO.: 1430035
CONSTR. CONTR. NO.
f3y. „ ---
N62470-16-D-6006
NAVFAC DRAWING NO.
SHEET ## OF
F C-508
FOR OFFICIAL USE ONLY
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3

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EXISTING STORM SEWER SCHEDULE
001
PIPE END (3169)
013
E. C 9 (2421)
INV. 18"' = 19..77
RLM = 23.39
INV. OF STRC
= 20.48
002
P/PE END (3138)
INV 72" = 18.33
014
E S. MH (2374)
RlM = 24.51
D
00
PIPE END (3137)
INV. 12" (NE)
INV 12" (NW)
= 21.17-
= 21.17-
CONC.
CONC
INV. 12" = 18.26
015
E C.B. (2373)
004
PIPE END (3136)
RlM = 23.56
INV. 12" = 18.23
INV OF STRC
= 20 61
005
PIPE END (3135)
016
E CS (2298)
/NV. 12" = 18.25
RIM = 24.91
INV 15" (SE)
= 20.33•
CONC
006
PIPE END (2992)
/NV. 78 = 15.29
Ol
E 08. (2314)
RIM = 24.78
INV. 15" (NW)
= 19.86;
CONC.
00
PIPE END (2991)
INV. 18" (SE)
= 79.84;
CONC.
INV. 18" = 15.39
018
E. C.B. (2275)
008
PIPE END (2990)
RlM = 23.62
INV, 19" = 16.11
INV. 12" (W) =
19.99"-
CONC
009
PIPE END (2989)
019
E C R (2065)
INV. 18" = 15.93
RIM = 22.14
INV. 18" (NE)
= 19.00"-
CONC.
INV. 18" (SW)
= 18.97-
CONC
O10
E S MH. (279J)
RIM = 23.15
/NV. 18" (NE) = 20 13"•
CONC.
020
E 08. (2064)
C
INV. 18" (SW) = 1681;
CUP
R/M = 2208
INV. 18" (NE)
= 19.00",
CONC.
011
E. S MH (2768)
INV. 18" (SW)
= 18.68;
CONC.
RIM = 2 1. 98
INV. 18" (SW) = 1536"
CONC.
021
E. C8. (1454)
INV 24" (NE) = 11.21;
CONC.
RlM = 2355
INV. 24" (SE) = 1266;
CONK
INV 4" (NW) =
21.98;
PVC
INV. 36 (NW) = 9.55-
CONC.
INV. 12' (SW)
= 20.93-
CONC
012
E S. UH. (2513)
022
E. C.B. (1238)
RIM = 27.41
RlM = 21.04
TO.P. 4" = 24.19
INV. 12" (SW)
= 17.57
COMIC
lNV 12" (SE) = 23.20,
CONC
INV. 18" (NW)
= 1733"•
CONC.
INV. 12" (SW) = 23.09"
CONC.
/NV. 1 112" (SE) = 19..94" MTL.
INV. 2" (NW) =
20 16;
MTL.
INV 2 1/2" (NE) = 19.41; PVC
OPENING = 20.03
EXISTING STEAM SCHEDULE
B
001 E STEAM VAULT (3211)
RLM 22.37
=
002 E STEAM VAULT (1297)
RLM = 24.75
OnoE.STEAM VAULT (2890)
Ono
RLM = 2 1. 90
004 E STEAM VAULT (1213)
rB
RIM = 23.74
OnoSTEAM VAULT (1405)
Ono
RLM = 25.47
006 E. STEAM MH. (1669)
COOLING WELL
R/M = 24.49
00 E STEAM VAULT (1602)
RIM = 25.07
0
023 E S
MH (1086)
RIM
= 20.74
INV.
9" (SW) = 1749- PVC
INV.
18' (SE) = 16 82; CONC
INV.
18 " (NW) _ VA,- CONC.
INV
2" (NW) = 20.16; MTL.
OPENING = 19.52
024 E C.B. (817)
RIM = 17..92
INV. = VA
025 E. C.B. (792)
RIM = 17.96
INV OF STRC. = 13961
026
E. C.8 (480)
RIM = 21.98
(0/5 18'�
/NV. 24" (NE) = 16.24; CONC.
(G75 19
/NV. 24" (SE) = 16.37- CONC
02
E C.B. (666)
RlM = 21.13
INV. OF STRC = 16.05
028
E. C.B. (381)
RIM = 27.77
INV. 4" (SE) = 26.17 PVC
/NV. 8" (S) = 25.84; PVC
/NV. 12' (SW) = 24.72; CONC.
029
E S. MH (1129)
R/M = 28.78
INV. 8" (NE) = 24.00,- PVC
INV. 8" (NW) = 24.13" PVC
030
PIPE END (2920)
INV. 24" = 9.87
031
PIPE END (2955)
(APPROX.. LOCAT/ON)
INV. 24" = I/A
032
PIPE END (2090)
INV. = 18.82
03
OUTLET STRUCTURE (2090)
R/M
= 22.37
INV
4 ` (N) = 19.35- PVC
INV18'
(S) = 19.24" CUP
INV.
WEIR = 2010
034
PIPE
END (3177)
INV.
4" = 1796
035
PIPE
END (3176)
INV
4" = 1740
036
PIPE
ENO (3179)
INV.
8" = 16.85
03
PIPE
END (3179)
INV
8" = 16.82
038
E S.
MH. (1773)
RIM
= 2392
INV.
12" (E) = 1974" CONC.
INV
12" (NE) = 19 65,,• CONC.
INV.
19" (SW) = 79.28" CONC.
039
E. S.
MH. (173)
RIM
= 29 07
INV.
4" (SE) = 23.92; PVC
INV.
4" (SE) = 2557- PVC
INV.
8" (SE) = 23.88- PVC
INV.
12' (NW) = 23.76, CONC.
INV.
12" (NE) = 24.09"- CONC.
EXISTING COMMUNICATIONS SCHEDULE
00>
E. CORM RH
(2175)
RlM = 2328
002
E. COMM. MH
(653)
RlM = 21.63
00
E COMM Mh
(153)
RIM = 25.13
2
EXISTING SANITARY SEWER SCHEDULE
001
E. SAN. MH. (2930)
008
E. SAN DROP AIH. (1639)
RIM = 20.84
RIM = 23.35
INV 12" (NE) = 9..02,
PVC
INV TOP 8" (NW) = 15.95- PVC
INV 12" (SW) = 8.00'.
PVC
INV. 80TT0M 8" (NW) = 12.97" PVC
INV. 8" (SE) = 1281; PVC
INV 12' (NE) = 122,5• PVC
002
E. SAN. MH. (2975)
INV. 12" (SW) = 12.33"• PVC
R/M = 21.95
(GIS 6
INV. 4" (N) = 17.65; PVC
INV 8" (SW) = 14.55-
PVC
009
E. SAN. MH. (151)
INV. 8" (NW) = 14.89"-
PVC
RLM = 25.35
INV. 8" (NE) = 19.32
INV. 12' (NE) = 9.10
00
E. SAN. MH. (2767)
INV. 12" (SW) = 9.02
RIM = 21.92
INV X" (XX) = 9.99
/NV. 8" (NE) = 1284"
PVC
INV. 8" (SW) = 1265"
PVC
O70
E. SAN. W. (727)
MU = 29.32
004
E. SAN. MH (2174)
INV. 6" (NE) = 21.81
RIM = 2360
INV 8" (SW) = 21.85
INV. 12'" (NE) = 8 60"•
PVC
INV. 12" (SE) = 9.48"•
PVC
INV. 12" (SW) = 8.62"
PVC
O71
E. SAN. MH. (547)
RIM = 2270
INV. 8" (NE) = 11.56
005
E. SAN. DROP MH (1978)
/NV. 8" (NW) = 1386
RIM = 25 55
INV. 12' (SE) = 71.19
INV TOP 8" (NE) = 19.73- PVC
INV BOTTOM 8" (NE) =
11.62"• PVC
INV. 12" (NE) = 10.89"
PVC
012
E. SAN. MH. (481)
INV 12" (SW) = 10.93
RIM = 23.81
INV 12" (NW) = 10.76
INV. 12" (SW) = 10.72
006
E. SAN. MH. (174)
RIM = 27..85
INV. 6" (SE) = 20.40
Ol
E. SAN. MH. (243)
INV. 8" (NE) = 20.34
RlM = 27.60
INV. 8" (NW) = 20.17
INV 72" (NE) = 9.92
INV 12" (SW) = 9.78
T.O.P. 4" = 25..87
00 E. SAN. MH. (1752)
RIM = 24.05
INV. 8" (NE) = 2055- PVC 014 E. SAN. MH (175)
INV. 8" (SW) = 20.55" PVC RIM = 27.39
INV. 8" (SE) = 19.90
INV 8" (NW) = 19.83
EXISTING UTILITY SCHEDULE
001
E. MTL
CV?. (2427)
R/M =
24.24
002
E. MH.
(9004)
RlM =
17.56
003
E. MH
(1705)
RIM =
24.26
0
2
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
5
11 28 2017 =�
0 -
ISS&A
4750 New Broad Street
Odaado, Flonda 32814
w Alae.mm
LICENSE NAA COOO564 NEB0000629
NE INFO
APPROVED
I FOR COMMANDER NAVFAC
ACTMTY
SATISFACTORYTO DATE
DES CAB
I DRW CAD
CHK
ALB
PM/DM
BRANCH MANAGER
CHIEF ENGARCH
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EPROIECT NO.: 1430035
VECONSTR.CONTR.NO.
N62470-16-D-6006
NAVFAC DRAWING NO.
yFV;_---�-•�•
SHEET OF
C-601
FOR OFFICIAL USE ONLY
DRAWFORM RE MN: 10M HA'N
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LANDSCAPE REQUIREMENTS:
1. REQUIRED: A MINIMUM OF (1) TREE PER 1,000 SF OF TOTAL LANDSCAPE AREA
TOTAL LANDSCAPE AREA: 152,544 SF
TREES REQUIRED: 153
NEW TREES PROVIDED: 104
EXISTING TREES RETAINED: 28
TOTAL TREES: 132
VARIANCE REQUESTED
2. THE PROPOSED MIX OF TREES FOR THE SITE IS TO BE APPROXIMATELY 55% SHADE TREES, 30% EVERGREEN
TREES AND 15% UNDERSTORY/FLOWERING TREES.
3. REQUIRED: ALL GROUNDCOVERS AND SOD WITHIN THE ATFP LINE WILL BE 6 INCHES OR LESS IN HEIGHT.
REQUIREMENT MET
4. REQUIRED: A MINIMUM OF 10% OF THE PARKING LOT WILL BE LANDSCAPED
PARKING LOT AREA: 53,844 SF
LANDSCAPE REQUIRED: 5,384 SF
LANDSCAPE PROVIDED: 5,713 SF
REQUIREMENT MET
5. REQUIRED: (1) TREE PER EVERY 5 PARKING SPACES AROUND THE PARKING PERIMETER
PERIMETER PARKING SPACES: 103
TREES REQUIRED: 20
TREES PROVIDED TO MEET THIS CRITERIA: 17
VARIANCE REQUESTED- UNDERGROUND CONFLICTS IN 3 PARKING ISLANDS
6. REQUIRED: (1) TREE PER EVERY 10 PARKING SPACES WITHIN THE PARKING AREA
INTERIOR PARKING SPACES: 40
TREES REQUIRED: 4
TREES PROVIDED TO MEET THIS CRITERIA: 2
VARIANCE REQUESTED- UNDERGROUND OR AT GRADE CONFLICTS IN 2 PARKING ISLANDS
7. MITIGATION NOTE: TREES REQUIRED FOR MITIGATION OF REMOVED TREES, IN ADDITION TO TREES
REQUIRED BY THESE LANDSCAPE REQUIREMENTS: 47
TREES PROVIDED FOR MITIGATION: 0
VARIANCE REQUESTED
GENERAL LANDSCAPE NOTES:
1. STANDARDS AND QUALITY: ALL PLANTS MUST BE NATIVE OR ADAPTED TO THE NATURAL CLIMATE
AND PRECIPITATION RATES, NURSERY GROWN AND MUST COMPLY WITH ALL REQUIRED INSPECTION
AND PLANT REGULATIONS AS SET FORTH IN UFC 1-300-09N AND AMERICAN STANDARD FOR NURSERY
STOCK, ANSI Z60.1.
2. SOD: CENTIPEDE SOD WITH NO WEEDS, SODDED SOLID THROUGHOUT INDICATED AREAS.
3. ORGANIC MULCH: PINE STRAW MULCH IN ALL PLANTING BEDS AND TREE RINGS; INSTALL @ 3"
THICKNESS FREE OF FOREIGN MATERIALS. TRIPLE -SHREDDED HARDWOOD MULCH IN ALL
INFILTRATION BASINS; INSTALL AT 3" THICKNESS.
4. TREE RINGS: 4' DIAMETER AROUND ALL NEW TREES PLANTED IN SODDED AREAS WITH MULCH
COVER @ 3" THICKNESS.
5. WATERING: THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING A WATERING
SCHEDULE FOR ALL NEW PLANT MATERIAL TO INSURE OPTIMAL PLANT GROWTH. COORDINATE
SCHEDULE WITH CONTRACTING OFFICER. CONTRACTOR MUST INSURE PROPER WATER RATE TO
PLANTS UNTIL THE END OF THE 365 DAY PLANT ESTABLISHMENT/MAINTENANCE PERIOD. PROVIDE
TEMPORARY WATERING DURING THE ENTIRE 365
DAY PLANT ESTABLISHMENT/MAINTENANCE PERIOD VIA HOSE BIBS OR BY WATER TRUCK
6. MAINTENANCE: BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. LANDSCAPE CONTRACTOR IS
RESPONSIBLE TO MAINTAIN TREES, ALL PLANT MATERIAL AND SOD. MAINTENANCE PERIOD WILL
CONTINUE FOR 365 DAYS FROM ACCEPTANCE DATE. REFER TO SPECIFICATION SECTION 32 05 33
7. ANY FILL AND PLANT MATERIAL BROUGHT ONSITE MUST BE CLEAN, DEBRIS FREE AND FREE OF
NOXIOUS WEEDS AND EXOTIC PEST PLANTS, PLANT PARTS AND SEED IN ACCORDANCE WITH THE
PUBLIC LAWS OF THE STATE OF NORTH CAROLINA
LANDSCAPE PLANTING NOTES:
1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE MATERIALS AND ALL WORK AS CALLED
FOR IN THE PLANS AND SPECIFICATIONS. BRING PROBLEMS TO THE ATTENTION OF THE
CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO ACTION.
2. THE LANDSCAPE CONTRACTOR MUST REVIEW ALL OTHER PLANS TO BECOME THOROUGHLY
FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. NO WORK IS TO INTERFERE WITH EXISTING
UTILITIES OR DRAINAGE PATTERNS. THE LANDSCAPE CONTRACTOR MUST PROVIDE ALL PLANTING
AREAS WITH ADEQUATE VERTICAL DRAINAGE. VERTICAL DRILLING THROUGH ANY COMPACTED FILL
TO NATIVE SOIL SHALL BE ACCOMPLISHED WITHIN THIS CONTRACT TO AID DRAINAGE, IF NECESSARY.
3. ALL PLANTING AREAS TO BE EXCAVATED TO A DEPTH OF 24 INCHES. EXCAVATED SOIL MUST BE
REMOVED FROM THE SITE. BACKFILL WITH SUPER LOAM PLANTING MIX (80% TOPSOIL PLANTING MIX,
20% COMPOST) .
4. PROVIDE THE CONTRACTING OFFICER WITH SAMPLES OF ALL PLANT MATERIALS FOR APPROVAL
PRIOR TO PLANTING INSTALLATION, OR PREPARE A PHOTO SUBMITTAL FOR ALL SPECIES AND SIZES
OF PLANT MATERIALS, WITH LIST OF SUPPLIERS PRIOR TO ANY ON -SITE INSPECTION OF PLANT
SAMPLES. GOVERNMENT LANDSCAPE ARCHITECT MUST REVIEW AND SUBMIT APPROVAL TO THE
CONTRACTING OFFICER.
5. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT ALL TREES ARE MAINTAINED STRAIGHT AND
PLUMB.
6. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT
MEETING MINIMUM SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE LANDSCAPE
CONTRACTOR'S EXPENSE. SIZE PLANT ACCORDINGLY TO MEET SPECIFICATIONS. ALL HEIGHTS
INDICATED ARE PLANTED HEIGHTS.
7. ALL TREE CALIPER SIZES NOTED ARE MINIMUM. INCREASE CALIPER SIZE IF NECESSARY TO
PROVIDE OVERALL PLANT HEIGHT AND SPREAD PER THE SPECIFICATION.
8. ALL CONTAINER SIZES NOTED ARE MINIMUM. INCREASE SIZE IF NECESSARY TO PROVIDE PLANT
HEIGHT AND SPREAD PER THE SPECIFICATION.
9. TO PREPARE PLANTING BEDS, REMOVE ALL EXISTING GRASS AND VEGETATION WITHIN PROPOSED
PLANTING AREAS BY SPRAYING HERBICIDES A TOTAL OF THREE TIMES PRIOR TO PLANT
INSTALLATION. PERFORM THE FIRST HERBICIDE TREATMENT SIX WEEKS BEFORE PLANT
INSTALLATION, THE SECOND TREATMENT FOUR WEEKS PRIOR AND THE LAST TREATMENT PRIOR TO
PLANTING.
10. MEADOW MANAGEMENT SEED MIX:
EQUAL PARTS:
Tripsacum dactyloides- Fakahatchee grass
Sisyrinchium angustifolium- Blue eyed grass
Eupatorium dubium- Joe Pye weed
Dyschoriste oblongifolia- Twinflower
Coreopsis spp.- Tickseed
Woodwardia areolate- Netted Chain Fern
Iris versicolor- Blue flag iris
Liatris sp.- Gayfeather
Solidago spp.- Goldenrod
Echinachea purpurea- Purple Coneflower
NOTES:
SHEET NOTES:
1. SOD AREAS TO BE SEPARATED FROM
GROUNDCOVER AREAS WITH ALUMINUM
EDGING. SEE LANDSCAPE DETAILS.
2. ALL AREAS OUTSIDE OF THE PROJECT SITE
DISTURBED BY CONSTRUCTION SHALL
RECEIVE CENTIPEDE SOD.
3. ALL TREES TO BE SINGLE TRUNK UNLESS
OTHERWISE SPECIFIED.
4. ALL TREES AND LARGE SHRUBS WITHIN ATFP
LINE TO BE LIMBED UP 36" FROM FINISH
GRADE.
NATIVE PLANT NURSERY RESOURCES
RESOURCES PROVIDED FOR CONTRACTOR CONVENIENCE
ONLY. CONTRACTOR IS NOT CONFINED TO THE BELOW LIST FOR
PLANT PROCUREMENT.
1. NATIVE ROOTS NURSERY
DUANE TRUSCOTT
2243 ROCKHILL ROAD
CASTLE HAYNE, NC 28429-5384
PHONE: [phone]
2. GARDENS OF THE BLUE RIDGE, INC.
ROB FLETCHER
PO BOX 10, 9056 WILDFLOWER LANE
PINEOLA, NC 28662
PHONE: [phone]
3. CURE NURSERY
JENNIFER CURE
880 BUTEO RIDGE ROAD
PITTSBORO, NC 27312
PHONE [phone]
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
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4750 New Broad Street
odaneo, Rc iaa 32614
ww dfae Com
LICENSE MA C000564 8EB 0000629
NE NFO
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO
DATE 11/22/17
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N.T.S
PROJECT NO
1430035
CONSTR. CONTR. NO.
N62470-16-D-6006
NAVFAC DRAWING N0.
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PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME / COMMON NAME
CONT
BH
11
Betula nigra'Heritage' / Heritage River Birch
65 Gal.; 13'-14' x 8'-9'; Standard
CID
11
Carya glabra / Pignut Hickory
65 gal; 11'-12' x 5'-6'; 3-1/2"-4" cal.
MS
14
Magnolia virginiana / Sweet Bay
65 gal; 1 V-12' x 6'-7'; 3" cal.
PE
18
Pinus elliotti / Slash Pine
15 gal.; 7'-8' x 3'-4'; 1-1/2" Caliper
QR
26
Quercus rubra / Red Oak
UNDERSTORY TREES
QTY
BOTANICAL NAME / COMMON NAME
CV
3
Chionanthus virginicus / White Fringetree
VR
11
Viburnum rufidulum / Southern Rusty Blackhaw
SHRUBS
_QTY
BOTANICAL NAME / COMMON NAME
HW
12
Hydrangea arborescens / Wild Hydrangea
VP
8
Vaccinium pallidum / Blueberry
65 gal; 1 V-12' x 5'-6'; 3-1/2"-4" cal.
CONT
30 gal.; 8'-10' x 4'-5'; 2.5" cal.;full
30 gal.; 8'-10' x 4'-5'; 2.5" cal.;full
CONT SPACING
1 Gallon 42" o.c.
1 Gallon
SHRUBS AND GROUNDCOVERS
QTY
BOTANICAL NAME / COMMON NAME
CONT
JS
911
Juniperus conferta / Shore Juniper
3 Gal.; 15"-18" spread
MC
426
Myrica cerifera ' Don's Dwarf / Don's Dwarf Wax Myrtle
3 gal.; 18"-24" x 18"-24"; full
PC
765
Phlox stolonifera / Creeping Phlox
1 gal. Full
TF
15
Tripsacum dactyloides / Fakahatchee Grass
3 gal.; 16" spread; full
GROUND COVERS
QTY
BOTANICAL NAME / COMMON NAME
CONT
EO
143,028 sf
Eremochloa ophiuroides / Centipede Sod
solid sod
MM
3,453 sf
Meadow Mix / See Landscape Notes for Seed Mix
seed
SA
4,935
Sedum x'Angelina' /Angelina Sedum
1 Gal.; 6-8 p.p.p.; full
42" o.c.
SPACING
24" o.c
24" o.c
12" o.c
30" o.c
6" o.c.
.A r \GF_,I It7_ I 6EED MIA
1. SEE SPECIFICATIONS FOR PREPARATION, INSTALLATION AND MAINTENANCE
REQUIREMENTS.
2. SEED MIX- NORTH CAROLINA COASTAL PLAIN UPLAND MEADOW MIX
(ERNMX-300) BY ERNST CONSERVATION SEEDS OR APPROVED EQUAL
SEEDING RATE: 20 LB/ACRE
ERNST CONSERVATION SEEDS
8884 MERCER PIKE
MEADVILLE, PA 16335
PHONE: [phone]
BOTANICAL NAME/COMMON NAME
29.50% Schizachyrium scoparium, 'Aldous'/ Little Bluestem
25.00% Panicum anceps, SC Ecotype/ Beaked Panicgrass
15.00% Elmus virginicus, PA Ecotype/ Virginia Wildrye
13.00% Sorghastrum nutans, NC Ecotype/ Indiangrass
3.00% Chamaecrista nictitans, NC Ecotype/ Sensitive Pea
3.00% Coreopsis lanceolata/ Lanceleaf Coreopsis
3.00% Eragrostis hirsuta, VA Ecotype/ Bigtop Lovegrass
3.00% Parthenium integrefolium, NC Ecotype/ Wild Quinine
3.00% Rudbeckia hirta, Coastal Pain NC Ecotype/ Black-eyed Susan
2.00% Lespedeza virginica, VA Ecotype/ Slender Lespedeza
0.50% Solidago odora, PA Ecotype/ Licorice Scented Goldenrod
3. TEMPORARY COVER CROP: OVERSEED TO REDUCE WEED COMPETITION AND
CONTROL EROSION DURING GERMINATION PERIOD
JANUARY-AUGUST: GRAIN OATS, 30 LB/ACRE
SEPTEMBER-DECEMBER; GRAIN RYE (NOT RYEGRASS), 30 LB/ACRE
4. PROVIDE NO MOWING SIGN IN MEADOW MANAGEMENT AREA. SEE HARDSCAPE DETAILS
FOR SIGN DESIGN AND INSTALLATION.
5. THE MEADOW MANAGEMENT SEED MIX WITHIN THE STORM WATER MANAGEMENT AREA
IS ACCEPTABLE TO NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES.
6. SEE SPECIFICATIONS FOR SITE PREPARATION AND MAINTENANCE GUIDELINES. MAINTAIN
MEADOW MANAGEMENT AREA FOR 730 DAYS AFTER FINAL ACCEPTANCE.
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
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FOR OFFICIAL USE ONLY
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EPRo3ECT NO.:
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GRAVEL BORDER
N.T.S.
S-101
TYP.
ADA TACTILE STRIP
SEE CIVIL PLANS
ES-101 -
BUILDING WALL
-- SLOPE AWAY FROM BUILDING
-- NEEDLEPOINT GEOTEXTILE FILTER FABRIC
1"-3" GRADUATED SIZE WHITE COBBLE
GRAVEL- COMPACTED TO 4" DEPTH;
3/16" X 8" ALUMINUM LANDSCAPE EDGING, TYP.
MAXIMUM 1/4" ABOVE FINISH GRADE; MILL FINISH
18" ALUMINUM STAKES- SPACING
PER MANUFACTURER'S RECOMMENDATION
— COMPACTED SUBGRADE
SEE CIVIL DRAWINGS
� nn
LH101-1, LH101-2, LH101-3, LH101-4 uc
TYP.
ENTRY PLAZA B2 �
SCALE: 1"= 10'-0" LH101-3, LH501
`� -- WALL MOUNTING SCREW
ADJUST HARDWARE TO WEIGHT OF SIGN.
SIGN LOCATION AND MOUNTING TO BE
COORDINATED BY CONTRACTING OFFICER
EDUCATIONAL SIGN PANEL ES-101
INTERIOR EDUCATIONAL SIGN PANEL MOUNTING
N.T.S.
LH505 \ A2
LANDSCAPE BED OR SOD AREA
TROWELED CONCRETE EDGE RESTRAINT;
ELIMINATE WHEN ADJACENT TO SIDEWALK EDGE
1" TO 1-1/2" SAND SETTING BED
SWEEP SAND BETWEEN JOINTS
CONCRETE PAVERS 2 3/8" MIN. THICKNESS
SEE SHEET NOTES FOR COLOR AND PATTERN
MINIMUM 4" COMPACTED AGGREGATE BASE;
95% STANDARD PROCTOR
GEOTEXTILE, TURN UP AT SIDES OF BASE
COMPACTED SUBGRADE;
95% STANDARD PROCTOR
ENTRY PAVERS D4
N.T.S. LH101-3
ANCHORING SUB -SLAB
N.T.S.
BENCH INSTALLATION ON PAVERS
N.T.S.
ENTRY PAVERS SEE D4/LH501
6" DEPTH CONCRETE SUB -SLAB
SEE B2/LH501 FOR LAYOUT DIMENSIONS
COMPACTED SUBGRADE;
95% MODIFIED PROCTOR
LH101-3, LH501 C4
BENCH S-101 S-102
PATIO PAVERS SEE C4/LH2O1
a" STAINLESS STEEL STUD EXPANSION ANCHOR;
MIN. 2-1/4" EMBEDMENT INTO CONCRETE SLAB;
6" DEPTH CONCRETE SUB -SLAB
32" BENCH: 36" X 36" MIN.
70" BENCH: 36" X 84" MIN.
COMPACTED SUBGRADE;
AASHTO 95% COMPACTION RATE
LH101-3 B4
ES-102 ES-103 ES-104
EDUCATIONAL PLANT SIGNS ES-105 ES-106
5" x 7" x .063" ALUMINUM SIGN PANEL
ON 32" x 4" SQ. ALUMINUM STAKE
SEE LH502 SHEET NOTES FOR APPROVED
24
MANUFACTURERS
COORDINATE WITH LANDSCAPE CONTRACTOR FOR INSTALLATION LOCATION
- LANDSCAPE BED
8" --
1..I
EXTERIOR EDUCATIONAL PLANT SIGN MOUNTING AA A
N.T.S.
LH505
4
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NOTES:
SHEET NOTES:
1. PAVERS TO MEET OR EXCEED 29 SRI STANDARD. COLOR
SELECTIONS TO BE APPROVED BY NAVFAC ARCHITECT.
2. APPROVED PAVER MANUFACTURERS:
A.TREMRON
1436 MUNICIPAL PARKWAY
DOUGLASVILLE, GA. 30134
PHONE:[phone]
B.OLDCASTLE ADAMS
9968 METROMONT BLVD.
CHARLOTTE, NC 28289
PHONE: [phone]
3. PAVING PATTERNS:
A. ENTRY PAVERS- 4" X 8" X 2-3/8" CONCRETE PAVERS
BORDER: SINGLE SOLDIER COURSE
COLOR: LIGHT TAN, TAN OR AS APPROVED
FIELD: BASKETWEAVE, 45° TO CENTERLINE
COLOR: 75% NATURAL, 25% TAN, RANDOM MIX,
OR AS APPROVED.
$7IV
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22" BY:_ -------
IT IS A REDUCED SIZE DRAWING
FOR OFFICIAL USE ONLY
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DATE 11/22/17
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EPROJECT NO..
1430035
CONSTR. CONTR. NO.
N62470-16-D-6006
NAVFAC DRAWING N0.
SHEET
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1.1ORN REV 901 Io MARCH M