20070245 Ver 4_More Info Received_20110808

Strickland, Bev
From: Steenhuis, Joanne
Sent: Monday, August 08, 2011 10:50 AM
To: Strickland, Bev
Subject: FW: DWQ # 07 0245 V4 P1286B - Stone Bay Connector Road - CAMA Federal Consistency
Submittal Package - E-mail 3 of 4
From: [e-mail] rmailto:martin. [e-mail]
Sent: Thursday, August 04, 20113:45 PM
To: Steenhuis, Joanne; Richard. K.Sgencer0saw02.usace.army.mil
Subject: FW: P1286B - Stone Bay Connector Road - CAMA Federal Consistency Submittal Package - E-mail 3 of 4
Martin Korenek
l?iICllifc !?1?tna???i
ac;k 910-4 51 ;
WARNING: This do( ?411W1 it ! I OR OFFICIAL US( ONLY (J OUO) when it cunt im) into; ir;ation, i.e., SSNs, etc., that may be
exempt from pohlir r rmder the Freedom of Into, nm,ition Act (5 U.S C_ 552) i! i io be controlled, stored, h,rnriled,
transmitted, distrihr t:?d _md disposed of per Doi) policy relating to FOLJO intormatir);r ind is not to be released t,,-) the
public or other pers, .1;:,! :,;ho do riot have a ?-Ad to know" without p!ior anp+of an authorized Dote ottif_ial.
From: Denise Freund rmailto:dfreund(a)wkdickson.com]
Sent: Tuesday, August 02, 20112:29 PM
To: Korenek CIV Martin G; Roberts CIV Joel W
Cc: Galen Jamison
Subject: P1286B - Stone Bay Connector Road - CAMA Federal Consistency Submittal Package - E-mail 3 of 4
Gentlemen - Included in this third e-mail transmittal are the following documents:
• Pedestrian Bridge Plans
• NCDOT Approval Documents
Thank you.
Denise Freund, PE
Project Manager
W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 x232
Fax [phone]
www.wkdickson.com
Strickland, Bev
From: Steenhuis, Joanne
Sent: Monday, August 08, 2011 10:48 AM
To: Strickland, Bev
Subject: FW: DWQ # 07 0245 V4 P1286B - Stone Bay Connector Road - CAMA Federal Consistency
Submittal Package - E-mail 2 of 4
From: martin.korenek(ftsmc.mil jmailto:martin. korenek(ftsmc.mill
Sent: Thursday, August 04, 20113:44 PM
To: Steenhuis, Joanne; Richard. K.Spencergtsaw02.usace.army.mil
Subject: FW: P1286B - Stone Bay Connector Road - CAMA Federal Consistency Submittal Package - E-mail 2 of 4
Martin Korenek

Illt?l`II?' _)o-k)?77
0JAPNIivu rhis document 1s FOR OFI it_1At USE ONLY (FOLIO) ,A11;.,,r 1i c'mtams information, i v? that may 1w
x?ri?,r?l ?rt?n! r???bGc release under th?t;?? riom of InforrY?at?or? !?-t i,'? i1 C 552). It is to tw i mitt,,i?,_'d, stored, handled,
tran;rr??iit=rl r,iistHhuted and of per DoD policy relatirr-, tt_) MOO information and is not tip fw released to the
puhh,, :)( .)Hwl personnel vvho riu n rt have a valid "need to kow.%, prior approval oI ?w its hiwzed DoD otficial
From: Denise Freund [mailto:dfreund(-Owkdickson.com]
Sent: Tuesday, August 02, 2011 12:58 PM
To: Korenek CIV Martin G; Roberts CIV Joel W
Cc: Galen Jamison
Subject: P1286B - Stone Bay Connector Road - CAMA Federal Consistency Submittal Package - E-mail 2 of 4
Gentlemen - Included in this second e-mail transmittal are the following documents:
• Stone Bay Connector Road Plan and Profiles
Thank you.
Denise Freund, PE
Project Manager
W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 x232
Fax [phone]
www.wkdickson.com
Strickland, Bev
From: Steenhuis, Joanne
Sent: Monday, August 08, 2011 10:42 AM
To: Strickland, Bev
Subject: FW: P1286B -DWQ # 07 0245 V4 Stone Bay Connector Road - CAMA Federal Consistency
Submittal Package - E-mail 1 of 4
From: martin.korenek@)usmc.mil [mailto:martin. korenek(cbusmc.mill
Sent: Thursday, August 04, 20113:42 PM
To: Steenhuis, Joanne; Richard. K.SpencerOsaw02.usace.army.mil
Subject: FW: P1286B - Stone Bay Connector Road - CAMA Federal Consistency Submittal Package - E-mail 1 of 4
Here are stone Bay Connector drawings. I wanted to make sure you both had all of the additional information. MK
Martin Korenek
( ?<s;nr? I ?•I?un??_ tiC
dc,l, 01(j-4?I-7?;;
111o h!!; ') 1 0_- 'O-Q? 77
VV,A_!!fv;NkI This document i, 1 OR OttiiiAL USE ONLY (FOUOI v, l?e!? ?t ?ootai!ss inforrnat!on. s r , 6SN,, et(., that may he
exen!t)t hu!r1 puhl!( releww iniihE' the tseedom of Informatio n As t `, U S C 552). It is to he r,)!!<: 11(,d, stored, handled,
tra!lilhltted, distributed and di,po,ed J per DoD policy relato to I ()IJO information and i5 f!Ut r i h-, released to the
puh ir. ,,s ;ther personnel v,ho iu lh see a valid "need to Jihoot prior approvd! Of hoiiled DoD official.
From: Denise Freund [mailto:dfreund(dwkdickson.com]
Sent: Tuesday, August 02, 2011 12:57 PM
To: Korenek CIV Martin G; Roberts CIV Joel W
Cc: Galen Jamison
Subject: P1286B - Stone Bay Connector Road - CAMA Federal Consistency Submittal Package - E-mail 1 of 4
Gentlemen - VVe have addressed the comments received from NCDENR DCM regarding the CAMA
Federal Consistency package. In order to facilitate sending the responses via e-mail, it is necessary
to break the package into four separate e-mails. Please let me know if you have any difficulty
receiving any of the four a-mails and we will adjust the delivery method.
Included in this first e-mail transmittal are the following:
• Comment and response letter with written responses to each comment received from DCM.
• Plan and profile sheets for the NC 210 widening
• Plan sheets for the vehicular bridge on the Connector Road
Please let me know if you have any questions or need additional information
Thank you.
Denise Freund, PE
Project Manager
W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 x232
Fax [phone]
www.wkdickson.com
August 1, 2011
Mr. Martin Korenek
Wildlife Manager
Land & Wildlife Resources Section
Camp Lejeune, NC 28547
RE: P1 286B - Stone Bay Connector Road
CAMA Federal Consistency Submission
WKD Project #20100179.00.WL
Dear Mr. Korenek:
Please see below for written responses to the comments you received from Mr. Stephen Rynas and
Steven D. Sollod with NCDENR regarding the CAMA Federal Consistency Submission for the P1286B
- Stone Bay Connector Road project. Our response to each comment is shown immediately following
the individual comments, which are shown in bold text.
Following are the responses to comments provided by Mr. Stephen Rynas:
1. Appendix B of the submission contains two graphics. Neither graphic presents to the reader
an adequate description of the proposed project in relation to the MARSOC complex. Please
provide site plans that provide greater detail including the boundaries of any AEC that may
exist in the area.
Enclosed with this response are PDF copies of the plan and profile sheets for the project
providing additional detail regarding the project. There are no AEC's within the project
vicinity.
2. Has DCM's Wilmington Office been contacted to verify the extent of any AEC that may exist
in the area?
The Division of Coastal Management's Wilmington Office has not been contacted to verify the
extent of any AEC's due to the project's distance from Stone's Creek. The closest work to
Stone's Creek involves the NC 210 widening and the widening stops more than 200 feet from
Stone's Creek. Additionally, Steven Lane with DCM was on site on Friday, July 20, 2011 to
perform a site visit and indicated that there was no encroachment on Public Trust facilities with
the project.

Please provide an alternative's analysis for evaluating the alignment of the proposed
connector road. Why can't Rifle Range Road be improved? It would seem that
improvements to Rifle Range Road would avoid wetland impacts or at least minimize
wetland impacts when compared to the proposed connector road.
The potential to widen Rifle Range Road was evaluated and determined not to be feasible for
several reasons. Those reasons include future master plans for the MARSOC facility which
provide for construction of future buildings on the current Rifle Range Road footprint.
Additionally, the length of the roadway from NC210 to the gate house on Rifle Range Road is
not consistent with Anti-Terrorism Force Protection requirements, which requires that the
personnel in the gate house have sufficient reaction time to implement protection measures
from the point where a vehicle can be seen from the gate house. The short distance between
NC 210 and where the gate house could be located to accommodate the future buildings does
not meet the ATFP requirements.
The original Concept Plans for MARSOC depicting the Stone Bay Connector Road showed the
alignment further to the west and nearer to Stone's Creek. However, the NCDOT required that
the widening of NC 210 for the Stone Bay Connector Road and NC 210 intersection encroach
no nearer than 200 feet to the newly installed NCDOT bridge over Stone's Creek. The reasons
for the proximity limits by NCDOT included safety concerns associated with sight distance
near the bridge being limited by the horizontal curvature of the roadway, as well as concerns
about the widening having to extend through the newly replaced bridge, requiring yet another
new bridge. At the NC 210 and Stone Bay Connector Road intersection, there are a number of
lanes that need to be dropped prior to achieving the standard two-lane roadway section that
currently exists on NC 210. In order to drop one lane at the posted speed limit, 720 foot tapers
are required. The length of the required tapers, in conjunction with the NCDOT's restriction
for work no closer than 200 feet from the bridge, were major factors in the location of the
intersection and the start of the Connector Roadway.
Shifting the connector road further to the east from its current alignment, would result in larger
wetland impacts as the horizontal alignment of the Connector Road was carefully designed to
cross ephemeral wetlands (linear wetlands) in lieu of larger wetland areas limiting overall
wetland impacts. Additionally, the widening for the required turning movements for the
Connector Road and NC 210 intersection would extend to the next intersection to the east
consisting of NC 210 and Manchester Drive.
4. The submission references Section 404 wetlands. However, there is NO affirmative
statement to the effect that coastal wetlands do not exist in the project vicinity or would be
impacted by the proposed action. Please provide a definitive statement on the existence or
non-existence of any coastal wetlands and the potential impact, if any, of the proposed
project on coastal wetlands.
There are no coastal wetlands in the project vicinity and no potential impact to coastal
wetlands associated with the project.
c/fe/97084/5-7asbi I.doc
5. As a follow-up to question #2, should the proposed project affect/encroach into an AEC
please provide a revised analysis of the proposed project with 15A NCAC 07H .0200 (The
Estuarine and Ocean Systems). Specifically the use standards found in 15A NCAC 07H .0208
and management objectives and use standards found in 15A NCAC 07H .0209.
There is no encroachment into an AEC with the project so a revised analysis is not required.
6. The submission states that 0.089 acres of wetland will be impacted. Additionally, that there
will be four road crossings of wetland areas. Please provide included in your revised
graphics the location of these road crossing, a site plan of each crossing, and the location of
the wetlands in the vicinity and the wetlands to be impacted. Should any coastal wetlands
exist in the project vicinity these need to be shown too and differentiated from the Section
404 wetlands.
The plan and profile drawings included with this response indicate the three crossings of
ephemeral (linear) wetlands achieved with culverts and the fourth wetland crossing where a
bridge is proposed. Appropriate plan, elevation, and typical sections for the vehicular and
pedestrian bridge crossings of these areas have been provided with this package. Additionally,
the sketches of the impact areas that were submitted with the permit application package to the
USACE documenting the area of impact to the wetlands are included with this submittal.
There are no coastal wetlands within the project vicinity so it was not necessary to differentiate
between wetland types.
Following are the responses to comments provided by Mr. Steven Sollod:
It is difficult to tell from the project description and the drawings what is the extent of the
widening of NC 210. The description says that NC 210 will be widened for approx. 4,752
feet along the east side of the existing roadway. The crossing of Stone's Creek on NC 210 is
Estuarine Waters AEC. It is also PNA. Will the widening of NC 210 impact this AEC? ...or
will the widening occur to the south of Stone's Creek, beyond the 75 ft. AEC boundary?
Enclosed with this response are PDF copies of the plan and profile sheets for the project
providing additional detail regarding the project. The widening of NC 210 stops approximately
200 feet southeast of the crossing of Stone's Creek as requested by the NCDOT. The widening
will not affect the AEC as it is beyond the 75 foot AEC boundary.
2. Also, there is no indication whether Camp Lejeune has coordinated with NCDOT. Will
NCDOT have involvement with the widening of NC 210 or is Camp Lejeune solely doing the
project with NCDOT's acknowledgement? Should NCDOT be a co-applicant on this part of
the project?
The construction of the improvements on NC 210 will be completed with NCDOT's approval.
NCDOT has reviewed the proposed plans at each stage of development (35%, Pre-Final, and
Final Design) and is currently reviewing the applications for the NCDOT Encroachment
Agreement, which authorizes the government to complete the utility work within the NCDOT
c/fe/97084/5-7asbi I.doc
Right of Way; and the NCDOT Driveway Permit, which allows the connection of the
Connector Road to NC 210 as well as the associated widening and signal work. The NCDOT
Signal Agreement, which allows for NCDOT review and approval of the traffic signal design,
has already been executed between the government and NCDOT. Upon approval by NCDOT
of the Encroachment Agreement and Driveway Permit, the Government will have the approval
to construct the improvements shown on the plans. It is not necessary for the NCDOT to be a
co-applicant for the CAMA Federal Consistency Submission. Copies of the applications for the
NCDOT Encroachment Agreement and NCDOT Driveway Permit as well as a copy of the
executed NCDOT Signal Agreement are included in this submittal.
3. Based on the write-up, there are to be 4 road crossings through 404 wetlands / perennial
streams. The dimensions of the bridge and the streams (and the culverts) are not stated. The
"north crossing" and the "south crossing" are visible on one of the drawings and there
appears to be other crossings on the new connector road, but it's not clear where all the
crossings will be. Will the culverts be buried a foot below normal bed elevation to allow for
passage of aquatic life?
The plan and profile sheets included with this submittal show the three crossings of ephemeral
(linear) wetlands and the sizes of the culverts at each of these crossings. As these locations are
not classified as streams, the culverts have not been buried a foot below normal bed elevation.
At the fourth crossing of the large wetland and intermediate stream, a bridge is proposed and
the dimensions of the bridge are shown on the bridge plans for this location.
4. Any available documentation on communications with NCDOT, and more detailed drawings
(if available) that better show the extent of the road work and bridge and culvert locations
would aid in the review.
Copies of the applications for the NCDOT Encroachment Agreement and NCDOT Driveway
Permit as well as a copy of the executed NCDOT Signal Agreement are included in this
submittal, as are more detailed drawings of the roadway work, bridge and culvert locations.
Please let us know if you have any questions or need additional information.
Thank you,
W.K. Dickson & Co., Inc.
Denise L. Freund, PE
Project Manager
DLF:kap
Attachment
c/fe/97084/5-7asbi I.doc
4 5
Q a
C ~
~
~ RIFLE RANGE RO
~ o ~ ~
t1D c
c~ c~
nn O I.i
a a o
C
Q 8/ ~
p U UQ jn' Z y
n U LI W
o QU ~Q U a OQ N
e
® o L7
i S
0 1 a
1
~ e
~ ~ Q
i'
l_1e1.-~
O
®e o ~
```+t4a4/4~e/1e~etbe j
Q x,40®P~~ '~7~~ ®~O~
• ~ y••
5
C a ~ ~
• ? ,,tt J ~ •
W V~rsllerm~~10_ ~ 0
C9 h`'~ `to81 eH 444N~4~®
V a SEAS
n!,
V '7p , OG
V a O 0 6~
Er~~6neers and Scientists
P pP Y
N 220 OId Dairy Road
O n Wilmirtgtan, NC 2840
Corporate Licensure N©. for
Engineering :Services G058~
A/E INFO APPROVED
fOR COMMANDER NAVFAC
n c,v ACTMTY
d 0
L 6
N O SATISFACTORY TO GATE
Q DES B~ DRW ~pV CHK
w`. «PM/DM»
BRANCH MANAGER
_.6 CHIEF ENG/ARCH
ct «XX»

Z ~ V
~ ~ z O W
N O c~ ~ ~ ® Q
O V G z , w_ Q ~
0 W
Z ~ J c~ ~ ~ ~
T ,O z
C 6 ~ ~ ~ Q
~ ®
O W o U J
O w _w
d N~
R o ~E z z
o ~S N C N z Z
N A M U
U Q
Q Z o Q c:~
O m o
W
Z
3 .o _O ~
u O O
C9' Q ~
rn 3 w_ m m W
~ ~ ~ z
W l! nn U o ~ 0 00 z
r c~ a ~ 0 ~ o A
0 :N z
a o ~
a ~ m o Qoo
N o ~ ~ oa SCALE: ~J NOTED
,,3 EPROJECT NO.:
Q CONSTR. CONTR. N0.
_U
NAVFAC DRAWING N0.
w 300' 0 300' 600' 900' 1259fi197
Q Z 1 " = 300' SHEET 88 OE 28~
w J L
C2-001
DRA,MFORM REVISION: 10 MARCH 2009

1 2 3 4 5
a
~ o cV
LIMITS OF DISTURBANCE ,
i / - _ v _ ~ - _
~ ~ t ni
/ ~
LIMIT / ~ AND t' LIMITS OF CLEARING
AND GRUBBING D
~ ~
~ ~ / ~ ~ ~W
f= ~ R6 STA 33+23.04 WETLAND ~
CL NC HWY 210 LJMITS
~ ROAD INTERSECTION ~ ~
/ ~ ~ ~
~ ~ ~ / WETLAND
~ , / LIMITS 4 EDGE OF PAVEMENT T~
EDGE OF PAVEMENT ~ ~ a
1n t i GRASS /
\~v 1 24" RCP ~ ~ ~ _a
N _ / / / tS`~
_ o ~ ~ \ 36" RCP W/ HEADWALL WRONG .WAY STA-15+06 / /
DETECTION OFFSET=-54
/ / ~RW ~ 8~ ~
/ / / /
JCRETE CURB ~ / ~C'~, ~'SAR°~~y
~ O I \ \ ~ ~ ~ ~ \ ~ ~ GRASS 18" CONCRETE CUR ~ ~ i ~ \ ~ ~ , ` ~ ~ ~ o ~ Connector Road
. pp
/ / ~ s,~~~ls~aea0esli1`+~r`~,'?°_~~°,ees
y^ O / / SEAL
r ~jj / ~ \ ~ ~ N ~ _ - - - - -
/ SPEED DETECTION.~'Y°
1 Engineers and Scientists
~ - / 220 Uld Dairy Road
n o ~ ` ~-i_. _ _ ~ - / Wilmington, NC 28405
RWB 27 ® ' / Corporate-Licensure No, for.
~ o \ - - Engineering Services C-{3585.
TIMBER BRIDGE 1
~ _ + ~ . _ STEEL BOLLARDS C2 ~50 ~ _ _ - / AfE INFO
OFFSET=40 APPROVED EDGE OF PAVEMENT
PJ OFFSET±56 ~-ENTRY SIGN .STA=15+76
CONCRETE STA=12+63 • OFFS =~r~ FOR COMMANDER NAVFAC
` of ~ SIDEWALK OFFSET=62
~ ~ STA=14+21 21 6' MULTI- LL ACTMTY
OFFSET=62 32 STA=14+66 USE PATH OFFSET'. ! 9 SATISFACTORY TO DATE
a j~ / / \ g~ EDGE OF PAVEMENT a ~ DES BLM ORW ~PV CHK GIIIIJ
/ ~ v ` «PM/DM»
, k STA=12+47
E / ~ STA=12+04 k OFFSET=68 LIMITS OF CLEARING G / STA=15+32 BRANCH ~inNAC;=R ~ CHIEF ENG/ARCH
TIMBER BRIDGE 2 ..OFFSET=78 «XX»
a ~ ~ ~Jr / \k 12" RCP AND GRUBBING
f~ g ~ 5' X 10' OFASET=68 \X 3 6' MULTI- z
o METER VAULT / / r~~~ \ C2-50 USE PATH ~ / k ~ ~ z

m o~;~ ~~_X- z _ Q ~ ~
v~ ~ W W
a ~ 7 Z ~ J ( Z V
/ q CHAIN LINK FENCE ~ Q
~ C2-50 t , / , LIMITS OF CLEARING ,,t,~1 ~
o AND GRUBBING
LIMITS OF CLEARING ¢ U ~°n
o /
Q W W C° >U z
a • LIMITS OF CLEARING BACKFLOW PREVENTER ~ ~ Z o~
~ BUILDING FF ELEV=37.50 ®
/ LIMITS OF CLEARING F- U ~o Q
o Q Qo
z LIMITS OF DISNRBANCE PLAN pp z
1"=25' g 0
W c~
Z
D cn
NOTES:
1. REFER TO TYPICAL CROSS SECTIONS (C2-301 THRU C2-303) 2-303) LEGEND ~ W m m
FOR ROADWAY CROSS SECTIONS. ~ ~ ~
j A LINE TABLE CURVE TABLE 2. REFER TO FENCE PLAN FOR CONTINUATION (C2-173). SPT SOIL BORING o ~ ~ ~
3. REFER TO PAVEMENT MARKING AND SIGNAGE PLANS FOR ADDITIONA )R ADDITIONAL ~ ~ o N
LINE LENGTH BEARING CURVE RADIUS LENGTH TANGENT DELTA PC STA PT STA PI STA REQUIREMENTS. CPT SOIL BORING W Z T 0 ~ ~ z ~
0 4. REFER TO UTILITY PLANS, LANDSCAPING AND ELECTRICAL DRAWINGS AL DRAWINGS CHAINLINK FENCE
L1 289.799 N71' 03' 43.66"E C1 450.00 467.15 257.09 59'28'44" 12+39.80 17+06.95 14+96.89 FOR ADDITIONAL REQUIREMENTS. o ~ ~
° 5. FOR BUILDING DRAINING AND ENTRY SIGN REFER TO ARCHITECTURA 3 L2 873.626 N11' 34' 59.87"E C2 405.00 204.64 104.55 28'57'01° 25+80.57 27+85.21 26+85.12 DRAWINGS. RCHiTECTURAL ORNAMENTAL FENCE ScA~E: AS NOTED
EPROJECT NO.: ~~~7
6. STATION OFFSETS ARE TO CENTERLINE OF MULTI-USE PATH AND PATH AND CONSTR. CONTR. N0.
L3 163.144 N40' 32' 01.32"E C3 420.00 344.76 182.76 47'01'55" 29+48.35 32+93.12 31+31.11 CENTERLINE OF STORMWATER PIPES WHERE SHOWN.
L4 330.023 N87' 33' 56.31 "E 7. REFER TO TIMBER BRIDGE DRAWINGS FOR PLAN, DETAILS, AND LS, AND 25' 0 25' 50' 75' NAVEAC DRAWING N0: SCALE: 1" = 25' HORIZ. 12596212
SECTIONS. SHEET ~ O.3 OF Z81
8. REFER TO EROSION CONTROL PLANS FOR ADDITIONAL REQUIREMEN LL 1 2 3 REQUIREMENTS.
C2-:201
4 5 o~~RM R~: ,o MA~,

4 5
0
Z 0
U N tal O
5a_ 50
HIGH PT STA: 17 58.07
_ W_~_
PVI STA:17+99.9 ~ _~Mp-Vf--ELEV: 43.5
33.43 ~`'q ~ CAq t'°~
45
O d- ~ ~ ~L . . A
OW PT STA: 12+32,67 L __.__~v_____~___ _ _ _ e. • e EXLSIING wGRADE___ ~ d _ _ 34374
~COW PT-EC : ~7:20~__~_~ ~ m ~ ~ ~ + ° ~ 35' RIGHT a ~ •.'-3 e~.•°
1 95.17 PVl STA 1 __e.~__-_____.___________...________ __-____._P IV~EL~V:35:~5~_- _ r ~ ®®I a •°N°••s• V
K:100. 0 _____---~____e~.__.____._____~ _ EXISTING _ _ _ ~ _ ___--GRADE~~ - _ _ _ j . s~~
} - LVC: 32 .00
_l~ _0.0______..__._.____.___, ~ ---__,-__._r~Q~_v______- -LL_~_._~__________~____._________~________~__________.____._. / _ _._r- r_____a__.____.__
cO N ~ ~ ~ ~
NOi f~1~ r 4a ~ \ 40 Engineers and Scienfiists
+
• QOq + FINISHED \ \ _ ~ 22g Old Dairy Road
-=-~~a_~~~ _ ~ ~ __~-____..r__ GRADE__~__F_ ~ W_.._-__ ~ Wilmingfon, NC 28405 ~ ~ FINISHED
Corporate Licensure No. for ~ GRADE \
___n_~___ _ ~ _ _ > / / ~ Engineering:Services C-0585
~ --EXISTING _GRADE _ ? 1`'
~.______--------a_ _w_ ~ _ _ _ . m~_______ - ~ _ _ _ _ - ~ _ .~.....,......~_..._.......,_m A/£ .INFO
1 ~ ~ I ~ ~ ~ / ~ ~ 35' LEFT APPRO~D
~ 1 ~ /
35 ~ ~ 35 FOR COMMANDER NAVFAC
/ ~ 1 1 ACTMTY
~ VVV \ ~T ~ ` T _ _ _ . _ _ m
6 \ / SATISFACTORY TO DATE
.Q _ bES B~ DRW ~PV CHK GMJ
W EXISTING GRADE / «PM/OM»
I ___~T~____._ ~ _ BRANCH MANAGER::
35 RIGHT t 24" RCP CHIEF ENG/ARCH
o EXISTING. ~ o -____._.a _ ----_.___.___.__u_____________-----------_____ _ _
q
30 i 30 z ^ v B ~ 4 z
35 LEFT O ~
0 N _....___..____w___._._......_..----._~~_.._.._ .-_-.....u.._.~ ~ ~ z
c- ff Q z , w
0 36 RCP e ~ ~ Z ~ J ____T_ _ _~_.______--_e.__
6
~ p _._..__..____~_.~___.a_.___. ~_..a____ ~_____~-.,._..__._._._.~._v_._..._,_._._._..-.-.n_--- z ~ w
a
3 U) _ _ __.~.-____..._..___-__.___-_._-_.._v.,._.-.._ .._._._____.__-,-.______v - _ _ . . ____.__......_--_.._-__..-_.u_ ____._.m__,____ ~ ~ ~ w______~___ 25 ~ W +
W
r~ _0 25 w c4
_-J _...d. z J.-
N d- fQ O c0 00 t~ d' c0 tp 0~ N d' M d' ~ ~ ~ tt \ d- ~ h °o ai ~o o ~ ~ z z
O 00 ~ ~ ~ O M ~ N N In N ~ d' N ~ c0 ~ ~ e- ® to
ai ~ oo ~i ao ~ ~ co r oo ~ ~ r co ~ ~ oo co of ~ MI'? M~ r~}M r~M M~ M~ MM M~ M~ MM ~ °i°- ter- d°-°- t j ~ ~ o
W Q ~
s a o ~ Qo
z 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 16+50 ~ m z
O
W
» ~ HORIZONTAL 1 =25 Z <t
3 VERTICAL 1 =2.5 a o ~
a ~ ~ ~
'``:(y ~ ~
~ . ~ W m m
_,(3 _O r!- W ~ ~
l O o ~ o N ~
f~ ~ ~ r
W _p 0 z ~ ~ Z
.N. v ~
_ O 0 V L
0 N SCALE: AS NOTED
~ - 3 EPROJECT NO.: ~{~937
25' 0 25' SO' 75~ CONSTR. CONTR.'N0.
O r,Q U SCALE: 1" = 25' HORIZ.
2.5' 0 2.5' S' 7rj' NAVFAC DRAWING N0.
W 12596213 SCALE: 1" = 2.5' VERT. SHEET 104 of 28t
Q
Z W
J C2-202
4 ~ a~A~~a ,o~: ,o

1 2 3 4 ~
a
r~~".-- Y"'
O o N
o t{ ~~o
D ~ 1 5 STEEL BOLLARDS AT 3.2' CENTER TO CENTER SPACING. / ~~~s
~~c C2-50 MIDDLE THREE BOLLARDS TO BE REMOVABLE. ~
/ ~ `o C;~ ~
D z 0
~~c~ ~ ~-CHAIN LINK ' / Z W ~
GO LIMITS OF DISTURBANCE P , ~,L, FENCE C~ v
OVERWATCH TOWER <°c
FF ELEV=34.00 LIMITS OF DISTURBANCE
o /
. _ ,
LIMITS OF CLEARING
ORNAMENTAL FENCE ~ AND GRUBBING 1~ ~
STA=16+76 WETLAND
OFF ET=-30 CONCRETE MEDIAN CONCRETE MEDIAN uMITS ~ ~ _
CONCRE(E BULLNOSE D
EDGE OF PAVEMENT REFER TO STRUCTURAL EDGE OF PAVEMENT
~ DRAWINGS DOWNSPOUT 4 n
N _ _ ~ ~ TRANSITION C2-50 CB-01 '~FH FH 0
z 'e`e`titNtttts`
U o CONCRETE GUARD HOUSE AND PIANTER RWB-030 18" CONCRETE CURB RWB-032 m °.°°°`°o~;~K•C~po~;'., STEEL BOLLARDS ~ ~ Foss, ti
f-- - N - - - - - - SIDEWALK FF ELEV=41.56 ~ CB-03 - - - - - ~ _ N ~ py•
W ~ CONCRETE MEDIAN ~ D _
= 17+0 ~ 18+00 ,GHB 01 2 +00 21+0 22+00 23+00 _ 7
L2 - - - - - - ~ ~ s®d®s®Be® ~!!s Qom',°a°~°o
`~~9
w DEPRESSED (ViG" ° s~~ttl/itAtil~',~°
~ Connector Road ~RWB-029 ~ ~ ~ CURB
RwB-o3~ Connector Road ° s~~
N m
~j- ~ - - - S DEWA KE I ~GHB-02 ~ ~ F - - I v - - - ~CB-0
~ Engineers-and Scier~tis~s
30" HDPE STA=22+08 = 22Q old C3airy Road
1Q CONCRETE BULLNOSE 2 ANTI-RAM OFFSET-63 ~ Wilrnmgton, rvc 28ao5
~ STA=17+54 REFER TO STRUCTURAL C2-50 EDGE OF PAVEMENT corporate ~icensure N~. for:
W OFFSET=7 DRAWINGS POV INSPECTION . Q ~ Engineering.Services G-0585:
z SPEED AND WRONG GHB-03 CANOPY DROP ARMS STA-21 +58 ~ A/E INFO
J WAY DETECTION OFFSET=90 c° N APPROVEo
U STEEL BOLLARDS ~ \S DEWA KE GHB-05 f LIMITS OF CLEARING O
Q C2-50 _ _ _ STA=20+98 AND GRUBBING ~ FOR COMMANDER NAVFAC
ACTMTY
~ X-- x- x- x- x~ OFFSET=90 _
_ _ r _ t i , _ - ~
J _ - SATISFACTORY TO DATE
° C2 350 6 MULTI-USE PATH x STEEL BOLLARD GIB 04 I ~ . - J DES BLM DRw JPV CHK GMJ
- r I STA=20+16
BRANCH MANAGER
~ _ \X~ - ~ CANOPYINSPECTION OFFSET=91 s CHIEF ENG/ARCH
LIMITS OF DISTURBANCE «XX»
~ STA=18+66 I ~ ~ z
a 13 DETECTABLE ~ x~ O ~ ~ TIMBER BRIDGE 3 ~ ~ ^
MI ~ 2-50 WARNING c ~ OFFSET=126 CONCRETE WAITING SHELTER - r LIMITS OF CLEARING ~ ~ k 5 PARKING SPACES SIDEWALK FF ELEV=39.00 - I
DOMES (iYP) ~c;
~-X ._~X8.5__X 10.4') ORNAMENTAL FENCE 9 ~ Z ~ ~ W. ~
LIMITS OF CLEARING x C2-50 _ ~ Z
AND GRUBBING CHAIN LINK ~j J ~;c„ v
Z W
FENCE C2-50 OFFSET=126 d,,;^,c N U i w
LIMITS OF CLEARING ~ > J ~ ~ 0
r ° LIMITS OF CLEARING U ~ +
a ~ o AND GRUBBING W w~
LIMITS OF DISTURBANCE Z ~N
M
z Z
~ ®
L BOLLARDS AT 3.2' CENTER TO CENTER SPACING ~,5 STEE U o Q
MIDDLE THREE BOLLARDS TO BE REMOVABLE C2-50 o Q ao
10 ORNAMENTAL FENCE ~ m
g C2-50 PILASTER (NP OF 6) PLAN W C°
1"=25' LEGEND. _z ~Q
SPT SOIL. BORING.: Q ~ ~
NOTES:
3 1. REFER TO TYPICAL CROSS SECTIONS (C2-301 THRU C2-303) CPT SOIL BORING Z Q m -303) ~ ~ m ~
a LINE TABLE CURVE TABLE FOR ROADWAY CROSS SECTIONS. CNAINLINK FENCE. o ~ ~ pp
A 2. REFER TO LAYOUT PLAN FOR CONTINUATION (C2-113). ORNAMENTAL FENCE ~ ~ ~ N
LINE LENGTH BEARING CURVE RADIUS LENGTH TANGENT DELTA PC STA PT STA PI STA 3. REFER TO PAVEMENT MARKING AND SIGNAGE PLANS FOR ADDITIONAL ADDITIONAL ~ ~ z
REQUIREMENTS.
o L1 289.799 N71' 03' 43.66"E C1 450.00 467.15 257.09 59°28'44" 12+39.80 17+06.95 14+96.89 4. REFER TO UTILITY PLANS, LANDSCAPING AND ELECTRICAL DRAWINGS DRAWINGS B ~ a ~ ~
FOR ADDITIONAL REQUIREMENTS. sca~E: AS NOTED
L2 873.626 N11' 34' 59.87°E C2 405.00 204.64 104.55 28'57'01" 25+80.57 27+85.21 26+85.12 5. FOR BUILDING DRAWING, REFER TO ARCHITECTURAL DRAWINGS. ZINGS. EPROJECT NO.: 1O.~SSI
6. STATION OFFSETS ARE TO CENTERLINE OF MULTI-USE PATH AND NTH AND 25' 0 25' S0' 75' coNSTR. CONTR. No.
L3 163.144 N40' 32' 01.32"E C3 420.00 344.76 182.76 47'01'55" 29+48.35 32+93.12 31+31.11 CENTERLINE OF STORMWATER PIPES WHERE SHOWN. SCALE: 1" = 25' HORIZ.
7. REFER TO C2-112 FOR ENLARGED GATE AREA SITE PLAN. V. NAVFAC DRAWING N0.
L4 330.023 N87' 33' 56.31 °E 12596214
SHEEF ~ 05 of 2st
C2-243
LL 1 2 3 4 ~ o~ REVIS{OI+I: ,U , 2~
-

4 5
a
0
50
50 a
_~e ___________T_ _
. 1-758-:~8
NIGH. PT ELEV: 4 2.21 ____.____mm~_ Z 0
PVi SfiA: -~~g+00:0_________--- _ _
PVf EL : 4 3.51 W 0
K:1 0.00 _
LVC: 33.43
_ - - _ ----m ~
45 o EXISTING .GRADE 45
35 RIGHT ~ _
rn _._____.._.__.________._.~.__-----~_.____.___n______________

v • . >
~ U
_ w w..~~_____._~__________.__._

~ ~
_1 --._.~...m._....._.-____.._..~._._ ._.~v...._. -v _~.._.e.,___ __-._..._.._....a______.._....-_-___.-,.....„_.._~.._d_-.,__._______.__..~_._~...___
40 ~40ooooosrrrrr
®®'0®, C'ARO'B,, ®0
~ S /p° ?'moo' - _ _ o Q'
L °
.__.__...v._..____~._-.a _ _ __-_.__T..,_......._.w_ _ :34374 °
E:XISTiNG / ~ XT ~ EXISTING GRADE ° m 3- > > o" ; os s ®,~A o a
EIS ING GRADE \ _ _ -~___._.____r_--GRADE: ~ _ ~ 35 LEFT __._35__RIGF~T- C
- --------------,------__._._.._._._..w_._~ '~~-.__..-w SEAL
_ ~
35 i 8 ~ 35
FINISHED \ ~
GRADE w______-____,______.-- _ _ \ ~ _ _-._I engineers aid Scientists
EXfSTiNG _ _
~r________.__ I GRADE ~ 22a old Dairy Roaa ji f/___.______-_..____ _ _ _ Wilmington, NG 28405
__m______ I \ Corporate<Licensu~e No. fior I~.__ _ _ . _ _ Engineering Services C-0585
______T__~__. ~ ___~________T__. _.__.___-----_______I~.___ EXISTING-:GRADE
30 35' LEFT APPROVED 30
i / FIpN~ISHED
1 / -___~_..___a_:_.w________. I (TRADE FOR COMMANDER NAVFAC
ACTMTY
1 a N ~__._____._______.~._a_-__.-- n_.____.__._______ _ _..._.w_________________ ______~_____w------- _1__.._~_.~e___ ___________I-__
N ° l / - _ _ _ -----T_ _ _ . ~_m__ I/
Q 1 / I / SATISFACTORY TO DATE
` W _ _ DES BLM DRW ~PV CHK GMJ- ~ - -
~ / _ w_. I «PM/DM»
~ _ _ --__----~____w..__ . ' BRANCH MANAGER
° / 1 25 I 25 CHIEF ENG/ARCH
-o ~ «xx»
~ V1 / g
- Q ~ U - Z
o ~ I . _o
o f Uz _ - - z ~
t ~ ~W~
i
6
z ~ ~ W - W
7 h
_ 20 ~ O W 20 ~ I-- o
a V ~
o ~ J _...-____._._....W.._.._..._._.-___.~ ______.~J._.-_..~_._.v..._.s~..T.._.._______.___~________ - _v___ a W w r?
~ l U Z
o N. ~ _ __.._..v----____...._..~....~~.__._ Z oQ C~
- _N h
30 HDPE - 30" HOPE ~ a-~ _ . _ _ _ . _ U o 0 ----__-__m__~____a____- Q ~
W _ _
d Z _ _ _v _ _ . _.w_._._._.~ o ~ Qo
O ~ m
15 15 _ LL! ~
g
3 ~t N ~ d' ~ O c0 N ~ 00 d- ~ rn _ Z ON N ~ f r7 M rn 0 N O o ~
~ ~ (p c0 O d~N c0 O~ ~ N cps ~ Nom? ON ~ N O cfl ~ ~
o O T- O (V ~ N N N ~ p of O c0 6i N~ O~ p cNn d' d' d' d' ~ ~ d' d' ~ rt d' ~ d' r~ N? r7 M N ~ ~
U Q vJ
3 O w m m
~ 16+50 17+00 18+00 19+00 20+00 21 +00 0 22+00 23+00 23+50 ~ ~
O ° ~ N A ~ W T~
o a s HORIZONTAL 1 =~5 ~ ~ z
VERTICAL 1 =2.5 O a o ~
0 _N 25' 0 25' S0' 75' o
m_ SCALE: 1" = 25' HORIZ. sCA~E: AS NOTED
3 2.5' 0 2.5' S' 7.5' EPROJECT NO.: '937
O Q SCALE: 1" = 2.5' VERT. coNSTR. CONTR. No.
U
NAVFAC DRAWING. N0.
W Q 7259.6215
7_ SHEET ~ O6 OF Z81
W J
~~~~~T
4 ~ oRa, ,o ,

1 2 3 4 ~
a
a
D
LIMITS OF DISTURBANCE Z 0
U ' ~
_ 0 I
t
i
e,,, o, v I
~
F ~ .
~ t~ i
J~ ~ - V - . _ j ` ~ ~ ~ C; e( -/I~/ ~ ~ ~l i
LIMITS OF CLEARING r CONCRETE _ ~ , I.
18" CONCRETE CURB AND GRUBBING NC DOT 846.01 BRIDGE tf, r~ ~ ~ ~
~ ~ LIMITS OF CLEARING _
,v - ~ AND GRUBBING . ,
NEBfa ~ GRASS °m ~ - ~ RWB-034 27+00
i ea®,~®`aeeaaa'oo
• S s ~
~ Y ~ EDGE OF PAVEMENT ~ , ~ 26}04 ~ ~ /@~, / ~ '
_ - - - ~ ,1-0~- EDGE OF PAVEMENT ~ 34374
• - a
C ~ _ ~ s
`0 r . ~a~ara/ab~N~~~~
v
25kp0 - ~ ' Connector Road ` ' L3 . + E82 SEAL. °
~ N~ ~ ~ STA=26+88 ~ ' a- rn STA=3 10
i ' ~ ~ STA=27+28 /B ~
~ ~ STA=26+66 Eg
i ' ~ RWB-0~ ~ ' OF SET=60 OFFSET=68 1'B \ Engineers and. Scien#ists
N ~ , ~ 24k0~ STA=27+98 ~ 220 ©id Dairy Road
~ , i ~ OFfSEf=84 ~ ~ ~ \ Wilmington, NG 284E}5
~ i E82-8 \ \ \ ~
~ Corporate Licensors N0. far ~ / $ \ ~ Ox ~ Engineering 8srvices 0-0585
W - , LIMITS OF CLEARING
, ~ AND GRUBBING ~ \ \ ~ (1O A/E INFO
U~ , ~ u O ~ ~ ' \ ~ ,~Q- APPROVED
~ ~V~
~ ~~r•, r" EDGE OF PAVEMENT O ~ FOR COMMANDER NAVFAC
~ EDGE OF PAVEMENT V,,. ~n .
~ s 6~ A= + 12 ACTNE VEHICLE ~ v Ac~TY
c!~ ao ~ ~ , - o~ a OFFSET=84 C2-504 BARRIER STA-29+68 : V~ C.~
OFFSET=67 : ° ~
l . SATISFACTORY TO GATE
n ~ TIMBER BRIDGE C: \ `V -0ES BLM DRW JPV CHK GMJ
n LIMITS OF DISTURBANCE E N ~ ~ «PM/DM» •
BRANCH MANAGER c •
r ;n _ • CHIEF ENG/ARCH
C • D
~~B w • Q
• ~ ~ Z • ~ lsJ Q

N ~ 6' MULTI-USE PATH STEEL BOLLARDS AT ~ Q
C2-50 6' MULTI-USE PATH PATH 1 3.2' CENTER TO Z ~ ~ ~
C2-501 CENTER SPACING (TYP.) W
v
PIAN
LIMITS OF CLEARING ~ 1- ~o
1"=25' AND GRUBBING W wo
0 v z ~M
~ z z
~ ®
v U o0
Q
LEGEND ° Q Q°
~ m
g NOTES: SPT SOIL BORING W ~N
1. REFER TO TYPICAL CROSS SECTIONS (C2-301 THRU C2-303)
FOR ROADWAY CROSS SECTIONS. CPT SOIL BORING
2. REFER TO FENCE PLAN FOR CONTINUATION (CC-113).
CHAINLINK FENCE z
3. REFER TO PAVEMENT MARKING AND SIGNAGE PLANS FOR ADDITIONAL ORNAMENTAL FENCE _ ~ °D m
~ REQUIREMENTS. ~ ~ ~
o LINE TABLE CURVE TABLE 4. REFER TO UTILITY PLANS, LANDSCAPING AND ELECTRICAL DRAWWGS o- ~ o N A
A FOR ADDI110NAL REQUIREMENTS. ~ z r
LINE LENGTH BEARWG CURVE RADIUS LENGTH TANGENT DELTA PC STA PT STA PI STA 5. FOR BUILDING DRAINING, REFER TO ARCHITECTURAL DRAWINGS.
6. STATION OFFSETS ARE TO CENTERLINE OF MULTI-USE PATH AND Z Q o
o Lt 289.799 N71° 03' 43.66"E C1 450.00 467.15 257.09 59'28'44" 12+39.80 17+06.95 14+96.89 CENTERLINE OF STORMWATER PIPES WHERE SHOWN. 25' 0 25' 50' 75' o ~ ~
7. REFER TO SHEET C2-504 FOR ENLARGED ACTIVE VEHICLE BARRIER SCALE: 1 " = 25' H OR I Z. SCALE: AS NOTED
L2 873.626 N11' 34' 59.87"E C2 405.00 204.64 104.55 28'57'01" 25+80.57 27+85.21 26+85.12 AREA PLANS AND DETAILS EPROJECT NO.: 1034937 ,
i CONSTR. CONTR: N0.
L3 163.144 N40' 32' 01.32"E C3 420.00 344.76 182.76 47'01'55" 29+48.35 32+93.12 31+31.11
NAVFAC DRAWING N0.
N L4 330.023 N87' 33' 56.31 "E 12596216
SHEET ~ Q7 OF 281
2®~
LL 1 2 3
-

4 ~
a nd
0
40
40
LOW T STA: 26+58.18
________-_____.`_~..__~._~____..____.F.___-__-_-_-_-.______________________~_________________ -._.__________.______T.-0_ _PT-EL-E-~:----2779_______.__~________~_____.____________-______-----____---_______~_________----
P i STA:26+16.46
~___..__:m___~___-__-- ----_-_-------_____._._w m__._~._ ~1--ESE-U: 26:49--__._ _ _ . ~ ~ Z 0
K:100.00
. _ _ --~UC~3-3:43-----__. ~ - ___...---.-.---______________~A W
0
of Oi M ~
cJ- N ~ N 35 ~ 35 _
~ ~W NW ~
\ NU U __r_____.______
~ \ m (/j W
~ ~ U ---_._-____..w_~_~ U _ -._.______._T-_ ___..____._a )
~ \ ~ w ~ m
_ ~ \ _r.~________. _r.~_-___~ _ - _ _ __a_.~.______.
~ EXISTING GRADS - ~ / -
3 _ RIGHT__-----____-- ~ ` ___e____.___..___._. . __-___-------------------__n-- 5 ~ _ _ i___ ~___._._fINISTfED__~__~_.a ~ _.-_:-__.____________1-.25%~ __-----_-_.w_v_~___----___ _
~ ~ / \ i ~ ~ . _
~ i \ ~ \ \ / ~ 30 \ \ GRADE j ~ 30 _ _
_ ~ FINI HED i ~ ~ ~`sdgtttebttt
\ ~ ~ ~ GRADE ~ \ ~

\ ~ ~ e
\ ~ A
\ ~ EXISTING GRADE ~ / ~ sa~~ ~ l: •
_ 35'--RICH-T-_-______._ _ . ___.__LL __._____~_-m__ ~•i~~Q°'~
~ ~ EXISTING ~ f ~ e•~~t~~t~,~"~!
- ~ _ _ _r___._ et°dotoeteetie°9~° _ __________GRADE
/ / ~ sEni.
25 1 25
/ / ~
\ ~ ~ EXISTING GRADE / Engineers and :Scientists
35 EE~f _ ~ ____e_____.___.__ ____r___.~ Zzo o~d oa~ry Road
1 i ~ ~ Wilmington, NG28405
~ _ n__~~_____.___ _ , / Corporate ticensure No. for
EXISTING 1 Engineering Services G-0585
EXISTING. GRADE ~ 1 GRADE _ _ r?~._. . _ Y___ ____r_ / A/E.INFO
35 LEFT
t 20 ~ 2O APPROVED
1
--___w.____~___________ __.~._______a__--__--_ _ 1----
1 ` FOR COMMANDER NAVFAC
______r__~__.______________._.__________ _ __.__._--___.________1 AcTmrr w__.~____...____.__~ _ __.__________T_________ _ ____.___._.__.r__
,6
N I d _ ~ _._,_.._...._._.._...___.~M_.___.-.________ - _~._.____._......___.~.._.._._..m___.._______._. _,_.._--__..___.._.~.~._..__._.u.._. ._...~..._._..._._~__.,_..T - 1 SATISFACTORY TO DATE
Q
DES g~ DRW JPV CHK GMJ

~ 15 BRANCH MANAGER 1 ~ CHIEF ENG/ARCH
_.6 ~ _
/ r «XX» _ _ _ _ _ . _ __T__._.__ . _____...T _ / - t ~ a z
~ U
;p N. _ _ __.____m_______.~__. _ t___ ~ _ ~ o ~ ~
i ~ Z ~ Q
O - - _ _.--_w_._._-__ _ _ _.T__ O
T _.6 Z ~ ~
T _ _-0 ~ - v - ~ ~ _ _v.__~._.____________.____________ _m____.~
-._6.. 10 ~ ~ ~ ¢ ~ - / _ 10 ~ ~ Q
0 ~ i ~ Q ~
W J r _ - _ - w W o
,o J J
_ _ . _.------._--~___u ~ z Z
0 N
U _ ~ U o0
W z
Z: o Q acs
5 -o 5 ~ m
} W ~N
g N c} c~ O d- ~ ~ d' ~ ~ f~ (Q ~ ~ d' 00 O N N 00 NO OO u1 coO d-M ~O r~ X00 t~h N. f. p M N~ O 00 Lfl r
3 d- N N rn~ c0 ~ N~ d- h O h ~ O~ N~ d- CO O DD ~ CO CV 07 ~ ~ Q . ~ ~ ¢ e- ~ N N M r%~ C j I~ t'7 H U~
r~ t7 r~ M N N N N N N N N r~ N r~ N r~ N N N
O N _ _ _ _ . _ _ Z ~ f~
U -
3 23+56 24+00 25+00 26+00 27+00 28+00 o_ 29+00 30+00 30+50 ~ ~ m m
O o ~ o
~ ~ ~ N A
.o _o W W
N ~ z n-
-,,0 a °v ~ o v ~
O n ~ scA~E: AS NOTED
HORIZONTAL, 1 =25 25' 0 25' S0' 75' EPROJECT NO:: 1034.937
VERTICAL 1 =2.5 3 SCALE: 1" = 25' HORIZ. coNSTR. coNTR: No,
O
U 2, 5' O 2, 5' S' 7, 5' NAVFAC DRAWWG N0.
SCALE: 1 " = 2.5' VERT. 12596217
W SHEET 1OS OF ZSt
Q Z W_
J c2-2o6
4 ~ a~A : ,o ~H 2~
- -

1 2 3 4 5
a
0
o o
o ~1 y j
.o •te
D
. o
`<~e' CONNECT TO EXISTING o
ASPHALT PAVEMENT ~ U
O SEE C2-101 FOR DETAIL o
}Z ~ + ~ I ~
I
c~ ~ ~
n
k( ,Q3o ~ ' o I'
T ~ -
~
18" CONCRETE CURB EDGE OF PAVEMENT ~ I ~
\ Il~go GAO
- ~ ~ / ~ ~ \ - ,
~ LIMI I URBANCE RWB-036 ettoteese `~A_
LIMITS OF CLEARING ~ ~ ~ ~ AND GRUBBING ~ STA=31+89 ~ n"'~ ~ / I / ~ ~
- _ ~ 4~O y °
OFFSET=-3 _ - ~~o~' EDGE OF PAVEMENT ~ . ~ ~ ~ Connector Road e e ` -
a ~ _ ~:3._Qe~ a
C ~ X35+00 I~ p ~"t,~ eee ®e`Ga11~ooe O~e~e s ~ ~ tr~~
' ~ ~ ~
~ i 32k0~ L4 - - i ~ n ~ w o I
o~ - I ~ a Existing. Road S~`
. ~ - t ~ j ~ ~ t
~.9 / RWB-037 STA 34+4~ I STA ~ ~ rv-~`~v~ ~ OFF ET=- ~ 1 STA=35+62 - - Engineeg~s and Scientists
~ 220 C?Id Dairy Road
Wilmington, NC 28405
~j / 3X i ~ ~ ~ ~ ' ~
~ ' £orparafe Licensure No. for Engineering5ervices G0585
i , ' ~ ' cuss ~
~S'J. / i , ~ ~ ~ 1 A/E INFO
~O / / WB~~~ EDGE OF PAVEMENT o~ ~ o O - _ _ ~ _ _ APPROVED a - ~ _ nn
_ f. t
x~, / / i l^
p , ~ i ~ ~ FOR COMMANDER NAVfAC
i i : _ ; _ - _ _ ~ - u
6' MULTI-USE PATH '-i~~~ g F~. LJMITS OF CLEARING C2 350 ' ` V ~ - I ~ L...~ - 7 _
a g AND GRUBBING F ~ ~ _ ~ _ , o ~ ~ SATISFACTORY TO DATE
1 ~ DES 8~ DRW JPV CHK GMJ
«PM/DM» ~j LIMITS OF DISTURBANCE
BRANCH MANAGER
a s ~ ~i CHIEF ENG ARCH ~
~ ~ «XX» }~!I},~~
M, \ o~ LIMITS OF DISTURBANCE " ~ ' Z n U Q o . 'J'' ~ ~ Q z L J
~ o ~
B cos ~ _ i ~ a U ~ Z
I Z ~ ~ Q f.tJ
q 1~ Z e~ J O
PLAN ~ V ~ Z ~
t°=25' W U F-
J ~ M
G 0 U N 4.
W W tD J~
Z Q
z Z F-
~ ®
U o
a a
o -Q Qo
0 ~ m z+
v 3 W
a LEGEND z
o
NOTES: SPT SOIL BORING Z Q U3
1. REFER TO TYPICAL CROSS SECTIONS (C2-301 THRU C2-303) 3} ® CPT SOIL BORING ~ ~ m
FOR ROADWAY CROSS SECTIONS. o- Lfl
A LINE TABLE CURVE TABLE 2. REFER TO FENCE LAYOUT PLAN FOR CONTINUATION (C2-113).
S}. CHAINLINK FENCE ° ~ o N A
LINE LENGTH BEARING CURVE RADIUS LENGTH TANGENT DELTA PC STA PT STA PI STA 3. REFER TO PAVEMENT MARKING AND SIGNAGE PLANS FOR ADDITIONAL DITIONAL ORNAMENTAL FENCE ~ ~ Z
REQUIREMENTS.
o U 289J99 N71' 03' 43.66°E C1 450.00 467.15 257.09 59'28'44" 12+39.80 17+06.95 14+96.89 4. REFER TO UTILIT( PLANS, LANDSCAPING AND ELECTRICAL DRAWINGS AWINGS Q ~ Q
FOR ADDITIONAL REQUIREMENTS. o ~ ~
L2 873.626 N11' 34' 59.87"E C2 405.00 204.64 104.55 28'57'01" 25+80.57 27+85.21 26+85.12 5. FOR BUILDING DRAINING, REFER TO ARCHITECTURAL DRAWINGS. ~S. SCALE:. °'h7' NO I GV EPROJECT NO.:' 1~~3J
6. STATION OFFSETS ARE TO CENTERLINE OF MULTI-USE PATH AND AND
L3 163.144 N40' 32' 01.32"E C3 420.00 344.76 182.76 47'01'55" 29+48.35 32+93.12 31+31.11 CENTERLINE OF STORMWATER PIPES WHERE SHOWN. SCALE: n L4 330.023 N87' 33' 56.31 "E 25' 0 25' S0' 75' coNSTR. CoNTR: No.
SCALE: 1" = 25' HORIZ. NAVFAC DRAWING N0.
12596218
SHEET 1 U.9 OF
2-207
1 2 3 4 ~ - o~A~~ ~ ,a

4 ~
a
o_
a
_z
0
W
0
LOW PT STA: 30+74.89
LOW PT ELEV: 32.22
PVI STA: 31+87.71 _ _
PVI ELEV: 33.63
K:100.00 _
LVC: 225.63
0) N N 00
d' N O I~
___.._____e__.__.___~---____.._.__.___.___. _______.__v__..____v_.____
O t+~
MW ~W -ice
__~_.__._n_ U _ _ _ U i - i _--_____n...--~_.__ _
to m (n W ~ 45 v v

_
EXISTIN RADE - r~ ~ A
35 RIGHT ~ ~ ~ ~
--EXISTING--GRA~~ F_____ _______m_ ~C ~ ' c'~4 3 q.~
~ • ~ 35 LEFT - i J® •seoeoe® 00®
-------____.i _ _____m______. ItatPttltltlt®'`,
EXISTING ~ ~ / ~
_ ___~~_m GRADE ~e___ N______~____.~_ - ~ .54 SEAL
i 3
i ~ / 40 40

__u____.____._______________.__,__,_.___________ . _ r_____~_.~_ E~tgineers and;Sci~~n~is~s
i ~ / 220 Olci Dairy Road
~ _ _ Wilmington, NG 28405
i .i ~ ~
Corporate licensure No. for ___a___-v ~ _ Engineering Seruices G-0585
r ~ _ _._._______e _ -----e_
i' A/E .INFO ~....._.._.v.___._.~____._..~v..~~_~.~-_..~__u.
_ ~ J APPROVED
35 . ~ 35

i FOR COMMANDER NAVFAC _ _ _ ~------_T-- _ _ ~ _ kCTMTY
L
~ 6
,.p, ____,_.__._T_.__. SATISFACTORY TO DATE DES BLM DRW ~PV CHK GMJ
W
FINISHED «PM/DM»
__.______~__m_______._~ ____GRADE_ ~ ~ - BRANCH MANAGER
30 CHIEF ENG/ARCH 30 «XX»
~z B _________.___-----_____________________________________~_w
0 N ~ Z p
~ Q Z w`
v. h W o
~ _ ~ v ~
Z ~ ~r
6 C __-_-_Y____._.__~~ ______.__u_~____--.__.ri_ LL
3 w U o ~
25 0 W- 25 ~ ~
a V ~ ~ N
o c0 O tD O N c~ ~ ~ N ~ ~ J W w N O ~O O O ~ > U ~ J~
d- ~ ~ N o5 M O d' N ~ d- ~ p co ~
~ r~ M ~ M ~ M d- M d- M d- ~ ~t t~ d- d' ~t 0 N ~ ~F- z p~
N
U V
30+50 31 +00 32+00 33+00 34+00 35+00 36+00 36+23.14 Q ~ zo
Q z D <t
o ~ m z~
} 5 W ~o
Z
HORIZONTA 1 = 5 ~ ~
3 VERTICAL 1 =2.5 0 o
- N.. ~ ~ ~ ~ ~ m
U W ~
%..3
b o N A
v ~
O W z
O ,.N ~ g z ~
O Q o ~ ~
O aN
3 25' 0 25' S0' 75' sca~E: AS NOTED EPROJECT NO.: iQ~937
SCALE: 1" = 25' HORfZ. CONSTR. CONTR: NO.
O Q 2.5' 0 2.5' S' 7.5'
7U SCALE: 1" = 2.5' VERT. NavFac DRawINC No.
12596219
W'. Q SHEET ~ ~ O OF Z81
Z :W.
cz-zas
DRAWFORM REViSiON: 10 MARCH 2009
- - -

1 2 3 4 5
a
~ ~ J of ~ ~
6' MULTI-- v
USE PATH ~
r 0
y ~ _ ~
O I I ' o0
oC ~ a,l LIMITS OF DISTURBANCE L J
o Z
N
C 1 ~ J \
- - - - - - GRAVEL tr~n ~ (~l ~ ~,J
/ ,
10 0 ~ ~ ~ 11+00 12+00 13+00 14 o ~ Rifie Range Road Z
14+00 - 15+00 16+
- --L - - ~ ~ w
o 0

Cn ~
- ---d~o----_d~o- -~--d~o- o---__ _ -d" d~o-----_~~o frnT1 - dH0-----dHO-----dHO--- --dHO--_._- HO----- dH0- ----dHO-~., ! i
a + - - _ ~ ,
----ago-~ o ~ ~ - - -
H~ _
'Av'o, Cn
_ _ d~~- - - - d~ / / CONNECT TO IXISTING ',_IMITS OF DISTURBANCE _ , d ~ - . to i g ,
ASPHALT PAVEMENT EDGE OF PAVEMENT LIMITS OF DI SEE SHEET C1-301 FOR DETAILS
~ tH~ ® o~
r~ _ _ _ ~ ~
R!P-RAP ~
~C. ASPHALT _ _
,,'®`eue®aeaq~,
~ eeeeeoee•ve <o . ®,~®PKH SAgo~,'~~
_ ; _ r o e ~_v~ _ . ~ e e.
,I - . o~ , _ PLAN e 3437
ad,~•
C ~6' MULTI-USE PATH C2 350 1 "=25
`~99 ,~,~,Ae
at®laat#tit~`~
SEAL
CONNECT TO EXISTING
ASPHALT PAVEMENT C
SEE SHEET C1-301 FOR DETAILS Engineers and scientists
224 OId Dairy Road
~(mingtan, NG 28405
WEfIAND ~ ~-y Corporate t.icensare Na.fior ` ~ Engineering Services G-0585
LIMITS ,C,
AJE INFO
APPROVED
w FOR COMMANDER NAVFAC
= LIMITS OF DISTURBANCE CONNECT TO EXISTING ACTMTY
N ~ EDGE OF EXISTING ASPHALT PAVEMENT Ri g ~ PAVEMENT ~ SEE SHEEP C1-301 FOR DEfAI
a _ DETAIL RIP-RAP SATISFACTORY TO DATE
DES g~ DRW JPV CHK GM~
w ~ r---.- -air s._ ,,,;~~c «PM/OM»
BRANCH MANAGER dHO~'"
~ W 00 17+00 ~ 7+97 _ _ _ aNO ' B o ~ Rifle Range Road _ _ _ a~ CNIEF ENG/ARCH «XX»
Q ^ ~
o _ a~o- ~ Q Z
+ - O ~ CJ ~ ~ Z Z ~ ~
co o d~a- ~ W
----a~~------duo-----~ w ~
0 Z ~ J NOTES:
- - s. _ _ _ ~ _ - N a
o ~ 1. REFER TO TYPICAL CROSS SECTIONS (C2-301 THRU C2-303) W v Q ~
W FOR ROADWAY CROSS SECTIONS. W " ® o
- Z RIP- o ~ RlP-RAP RIP-RAP _,--f 2• REFER TO FENCE PLAN FOR CONTINUATION (C2-113). Q U c~i~
3. REFER:: TO PAVEMENT MARKING AND SIGNAGE PLANS FOR ADDITIONAL ~ o +
2 ~ REQUIREMENTS. ~ z a~
U ~ v^~ 4. REFER TO UTILITY PLANS, LANDSCAPING AND ELECTRICAL DRAWINGS Z ~ z z a
o Q FOR ADDITIONAL REQUIREMENTS. z a
~ RlP-RAP C 5. FOR BUILDING DRAINING, REFER TO ARCHITECTURAL DRAWINGS. ~ U °-o
EDGE OF PAVEMENT 6. STATION OFFSETS ARE TO CENTERLINE OF MULTI-USE PATH AND Q o~
CENTERLINE OF STORMWATER PIPES WHERE SHOWN. p Q o0
CONNECT TO EXISTING 0 ~ m
g ASPHALT PAVEMENT LEGEND w
SEE SHEET C1-301 FOR DETAILS z zQ
a PLAN SPT SOIL BORING o ~c~n
1"=25' ® CPT SOIL BORING ~ C a
U m m ~
D CHAINLINK FENCE ~ ~ ~ ~
® ORNAMENTAL FENCE ~ ~ ° N
°A
W Z V~
~ _z ~
0 Q v s2
SCALE: AS NO~Q
253 0 253 503 753 EPROJECT NO.: 1y~Q37
SC-ALE: 1" = 25' HORIZ. CONSTR. CONTR. NO.
NAVFAC DRAWING N0,
1259fi220
SHEET 1' ~ OF Z8i
~®V
LL 1 2 3 4 ~ ~:,or2~

1 2 3 4 5
I j~l~ I:~ t~J~I L~ Q
S
C2 350 USE PATTH ~~I ~ I I
0
v of
CONNECT TO EXISTING
I ASPHALT PAVEMENT Z
~ tt SEE SHEET C1-301 FOR DET S ~R DET S
0
a ~ ~ o UMIT$ OF DISTURBANCE
• 0~ ~ J
~J ~ ~ I ~ ~ Po
Z _o
R!P-RM U
W
_ \ ~ ~V t ~ ~St,
Rifle ange Road dN
- - - - a~o---__d~o-----d~o---_-~-d~o----d~a--__<~o- m. ,
q ~ _ . dHO~ ~ - ~ ~ ~ tYIJ - dH0- - - - - dNO,.--
dHO-------dNO------dHO-#-""~ ~ 3J P.d I ~ ~ / * , ~ U ors W J ~ I s.
o:,
° r ~ ~ EDGE OF PAVEMENT ~i"
RiP-RM
o, .co o
! t- ~~i

^ _ ~O~ CONNECT TO EXISTING
ASPHALT PAVEMENT ei®aaaaaoaaaaa®a~
SEE SHEET C1-301 FOR ETN
c s®®`O~ 00 0~ Of Hp0j00 q/~~,,
I ~ ~ ~ e ~
• l~~? e _3 t
9 Cil?Nf+ o°~ ve, ~00®0tt0N0°
C ~~~axaaallaffi$®`~®,,
SEAL

~
o Engineers and Scientists
220 C31d Dairy Road.
Wilmington, NC 28405
Corpora#e iicensure No. for
J 6' MULTI USE PATH 3 Engineering Services C-0585
C2-50
TlE INTO EXISTING = A/E MFO
SIDEWALK LIMITS OF DISTURBANCE APPROVED
MULTI-USE PATH TO BE LOCATED AT THE TOP OF BANK Of EXISTING I
SWALE. LOCATION OF MULTI-USE PAiH AND TIE-IN POINT WTO THE BEQ
PARKING LOT TO BE FlELD VERIFlED BY CONTRACTOR BASED ON IXISTING FOR COMMANDER NAVFAC ACTMTY
SWALE. CONTRACTOR TO DES16N AND CONSTRUCT ANY STORMWATER PIPE
n NEEDED TO 71E THE MULTI-USE PATH INTO THE BEQ PARKING LOT.
FOR BIDDING PURPOSES, ASSUME 20 LF OF 12" RCP. .SATISFACTORY TO DATE
DES BLM DRW JPV CHK GMJ
«PM/DM»
0 BRANCH MANAGER
s CHIEF ENG/ARCH
«XX»
~;B Q B ~ a z
o
Z p
Q z Z ~ w
W
Z ~
Z ~ ~ W
W ~ Q ~ -
NOTES: ~ ~ cn
1. REFER TO TYPICAL CROSS SECTIONS (C2-301 THRU C2-303) ~ o
o I ~ FOR ROADWAY CROSS .SECTIONS.. ~ W w
a ~ ~
- 2. REFER TO FENCE PLAN FOR .CONTINUATION (C2-113). ~
3. REFER TO PAVEMENT MARKING AND SIGNAGE PLANS FOR ADDITIONAL z Z
~'~GD REQUIREMENTS. ~ ® z
4. REFER TO UTILITY. PLANS, LANDSCAPING AND ELECTRICAL DRAWINGS. Q C) w
FOR ADDITIONAL REQUIREMENTS.
5. FOR BUILDING DRAINING, REFER TO ARCHITECTURAL DRAWINGS. ~ Q Q
6. STATION OFFSETS ARE TO CENTERLINE OF MULTI-USE PATH AND m O
r 5 CENTERLINE OF STORMWATER PIPES WHERE SHOWN. W
Z w
s
LEGEND O Q
z Q ~ ~
SPT SOIL BORING ~ ~ m ~ ~
3
o PLAN CPT SOIL BORING o ~ ~ ~ o N ~ f1
A , °=50' v
CHAINLINK FENCE ~ Z ~ z ~
ORNAMENTAL FENCE Q o ~
s o ~ ~
SCA!_E: _ AS NOTEQ
EPROJECF NO.: r ~~9~
3 .CONSTR. CONTR. N0.
50' 0 50' 100' 150'
NAVFAC DRAWING NO. 1» = 50'-0»
12596221
.SHEET 11Z OF ~1
2-21
DRAWFORM REVISK7NC 10 MARCH 2009
~Y 1 2 3
-

~ 2 3 4 4 5
a °d

NOTES. ~ o
1. SEE SHEET C1-001 FOR ~
NCDOT STANDARD DRAWINGS
APPLICABLE TO THIS WORK.
„p STA 37+02.20, 38.42' l ~ STA 37+02.20, 64.42' L
BEGIN 200' TAPER R/W LINE
TRAVEL LANE ~~i tl
c~ EDGE OF PAVEMENT i , t it ~ ` II[ ~
~ TRAVEL LANE
-1- R~W .C- - -C- - - - -C. r~~' ~ ~ z
r d o ~ ~
r r , ~
Cp _ __uc'- - _ c.-- A L~T.j rn
EXISTING R/W ~ I r~ y rr ~a
p - - ~ - - - - - - - - - 2.. - o - - VJ
N
200' Tqp~--~-- ~ r~1 - ~ r
T ~ ~ ~ 12' i o_ i 200' TAPE U m ~
5 . - _ - A - f
W ~5+Ob Si7'51 54'E __37+00 . ;1.2 ? - - W - - - _ 36+00 37 75 - 38+00
_ ~ ~ _ ~
Z ~ i - 12 rte..
W ? ? ? 12' ? ~ ~ - - ~
W 1 14.-y1151t lJ/¢~~ \S.~[' I
(n _ - - - - - / 'VJ ~ ~ rtl r~x~+ r~r _____s _ _ ~ ~ ~ ~ '~4! ~
, ? ? 12'
_
- - - - _ Z _
C S o Dixon - Sneads Ferry Road NC Hwy 210 Ex~srwc c~ Roao
s ~ -
U + ~ TRAVEL LANE
_ Q u EXISTING R/W
_ CL NC Hwy 210 _ ~ ~ _ _ ~ ~ _ . ~ _ ~ s _ ~ o S0' ~ C31CKS+C~~

CURVE DATA # 3 ~ EXISTING EDGE OF SCALE: 1" = 25' HORIZ. ; , .
STA 37+ _ = e R=12,000' 02.20, 33.58' R PAVEMENT STA 38+77.14, 7.83' R ~-Z2~ 58~ TRAVEL LANE BEGIN 200' TAPER
200' TAPER ~.5' 0 2.5' S' ~.5' ,
T=113.79' SCALE. 1" = 2.5' VERT.
14, 31.3' R
DELTA=1'05'12" STA 38+77.14, 31.83' R GAVEL LANE
PI=34+07.08 TRAVEL LANE
100.00' VC 3
3 _ _
j
PVI STA 36+50.00 i I A,"T~;~iTY i
PVI STA = 34+43.92 _ _ _ PVI ELEV = 44.51..._ ~i I
A.D. =i -0.36 o I I _ _ f.
PVI ELEV 4L22 _ o K - P80.55 ~ r'
0 A.D. - 0.47 _ ~ o ^ ~ ° ' + ~ ~ j _ ~ DLF I~s~ N5 cn~ DLF
A; lA K 2ll~74 ~ cro~._ w I U W - - E
+ 50 + ~ i _ _ . e_-- _ - ~
~ 100.00' VC v i > FINISH,, GRADE _
g Q m EXISTING GRADE i z ~ ~ ( ~ ~
~ _ I N-
~ M ~ ~ ~ ~
O i 0oft
M ~ i 1.24% ~ ~ ~!a _ _ ~ ~ ~ ~ ~ ~
+ W /-~1-1 L.i...
~ 111 ~ LL.
N 45 r _ - W
U - r - _ _ _ - - _ - r '
_ - C~
m Q o W
W 1.59% i ~ ~ _ ~i / _ t,.~ ~ c~
I
J s ~ i t7 ~ ~ Z
1 ~ ~
a W _ / ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ Q
m ~ i ~
4p
` ~ i W - _ _
Z ~
J I
C7 0
2 W ~ ay
U E + a
~ ! ~ OL1 _ _ ~ W ~ C4
Q I I
~ ~
A 35 v 1~ Iz ~
~ ~ ~ C~
Q o t~ C3
LC~3 ~ ~ Cfl ~ v ~
~ ~ ~ ~ <,cx~ AS NC3TED
_ 1034937
35+00 36+00 37+00 38+00
ri _
NOTES: 1259615
1. ELEVATION TO LEfT OF STATIONS REPRESENT EXISTING GRADE. q.7 281
ELEVATIONS TO RIGHT OF STATIONS REPRESENT FINISH GRADE ELEVATIONS.
~1-2(J5
ORaWi•ORM REVISION: 10 MN2CH 2009
~ 2 3 4

CL NC Hw 210 Y a a
~ STA 47+21,13 19,21' L CURVE DATA ~ 5 ~ r
1 ~ , ~ END 200 TAPER STA 47~-21.13, 7.21 L R.6,100
~ EDGE OF PAVEMENT ~F PAVEMENT ~ F
TRAVEL LANE END 200 TAPER L=827.41' err ~ n ~~r ~ nr~ , ~i ~,.~~t ~ L„~ BEGIN 60.1 TAPER 1150 ' Q
~ ~ T-414.41 TRAVEL LANE lEL LANE ~
DELTA~T46'18" i..- ~r.
STA 47.51.74, 45,58' L © PI=49+84.93 e ~ r, C""
to R W LINE ~ rrrru~r+~~ C_~~ r-
r F - F CT1
d' ~ - R W ~ ~ C w-. _
r P - ~ Q _ t , ~ ~ ~ r _ Cn r ~ ~
~w i - - _
EXISTING RAW ~ ucr ~ _ F f, (1) a - , --F€~ ~j
~c _ ~a.__ 1J + ~ ~ - ~ C~ N_.~ a
r ~ . „~j - Z iI~ t _ - ~ t~
a ~y~ - - - r 200 TAPER , P R 1150 } ~ ~ ~ ~ o
_ r:~, TAE ~ 3~ , 601 _ _ - -
T m....em._ _ a ~..._..___...~_v,...d_ ~ ~ _ _ 9 ~ - y ~
- P w~ . ~ _ uu _ , ~ _ - - - I E w,- . ..sa...~-.~.~-..~._.-..
00 TAPE _
ER ) . . W F LV ~ G 60,1 TAP
--v a _ ~ _
12 ~ _ _ m_ _ ~
f/) - -
W ~ - _ 3 g,~ _.Y ~ ~ ~ s'
12 ~ ....r`' ~ __.___.ro___ _ ~ __._~...__._m-. 4---_. t. v,4
~ 2C 7 , - _ - _ _ : , - Clef F
fib
W v aaw
Z - p - tiC,T - ~ ~+ry ( f~7
J _ _ I ' i k ~ i~ ..--~.r-- < 1 A..
~ i Z , i
.I- ~ E U ~ d
~_._.m G n '~t~`4~~d
- _ F _ _ ~ ~ _ Q U EXISTING CL ROAD
STA 46+02.20, 4.25 R
BEGIN 720 TAPER TRAVEL LANE t a yr~`~t . g4 t L./
i!X}.41
EXISTING EDGE OF
STA 46~-02,20, 28.25' R PAVEMENT
TRAVEL LANE
NOTES:
1. SEE SHEET C1-001. FOR roe Fc~~ ~5' a ~a' rI'DICKS~t~1 SCALE. 1" - i-IC~RIZ.
NCDOT STANDARD DRAWINGS ~D ~A~iNGS
` APPLICABLE TO THIS WORK. THIS W(~PK. 2.~' C~ ~.5' S' 7.5'
SCALE: = 2.5' VERT. t
4
if ~J ~3
I E
~ { ~ ~ I
~ j t i i 250:00. UC _ `._.."T_®"° I
, E ~ ! ! 100.00 vc E ~ _
IiIGH POINT ELEV - 60.5 _ = ~ll.~~ I
i NIGH POINT STA = 50+19,33 ~ ; PV1 STA = 46+25.00 I ~ f a 5~+1 , 33 I
; _ , _ _ , _ _ _ _ PVI STA = 49+24.82..... t~2~.82 _ _ _ _
PV! ELEV = 57.22 ~ ~ ~ ~ ( ~ ~ ~ ! PVI ELEV = 60.74 ~ ~ E 30.74 ~ _ _ ~ ~ DLF NS ;I~~. DLF
~ - ~ - _ _ ~ i A.D~ = -134
w ( K = 275.06 r~ ~ ~ ~ 34 _
I ~ E w - ra . . . ~ _ ~ ______._v~ _ ~ . ~
{ ~ y, ~
~ _ i _ € , _ _ ~ ~ ~ ~ ~ ~ ~ ~ . <<
E ~ ~ ~ n ~
+ ~ v FINISH GR DE I f- ~ ~ > ~ ~ _ _ c.> _t,,,i _ ~ ~ ~ ~
. ~ ~ ! I EXISTING GRADE.... ~ i
~ ~ C~ a s c~
© m ~ ~ ~ i I ~ f t tV _ _ _ _ _ _ _ , _ _ ! Z a5 ~ ~ Lf } _ _ _ ~ iI C?
i ~ ' ~ v Q.
r I ~ _ _ _ _ ..m ~ _i u- ' ~ ~ i'tl ~ ~ ~ ~L _ _ . _ _ _ f _ _ _ . v._._ f ~ ~ ~ ti/ V 1
a _ ~ ~ ~/=j
p _ 1,17~~ _ _ _ E , € _
~ ~ ~ m _ _ Q ~ z o
Z ~ ~
z ~ +
i ~ FL DITCH e I
W C - I ~ FL DITCH . . • ~ ! _ Q J-
I ~ 1~ ~ f1.7 /P
1 1 0 s 55 ~ • • SLOPE ~ f
W ~___~__-~~I~~ _ _ ~ • SLOPE.. ~ . _ _ ~
~ 1 DITCH . ' ~a E e~ + SLOI?E + ~ ~
~ + ~ ~ u~ pit SLOPE ~
r ~ o r. ~ ~ ~ ~ ~ ~
C.n c~ ~ _ _ _ _ ~ a cn
~ rr~ ~ ~ ~ > v~ ~ I I ~ ~ ~ ~ ~ <c
w _ _ _ _ _ m ~ ~
~ E-- i I ~ b ~ ~ CC?
N _ _ > cr~_ w _ _ _ _ _ _ _ ~ _ ~ _ _ ~ _ ~ E _ _ _ _ _ _ a ~ ~ Qp z
_ ~ ~ ~ i €E€ ~ ( S
i S 1 z ~
~ ~ d- N rn N cop oC7 c~ ti co Cs1 d- ~C7 C' r'7 0~ CU lt) C7 r- tf) GC} f ~ C4 N (D ~ r- M d' ~ d r~~ ~ t.C) a ~ Q n v ~
` cp cD r`'^ I`- oC} ~ oC7 c7~ (Si Ox O C~ G G ~ lf7 i„(} Cf? U~ ~ rl) Lf} ~ l~ ~c } t17 tf? Cp CQ ~G~ CQ G Gi C.3 Q c.~ Cj cta c~ ~ ~ '.Jr, AS NOTED_ _
1{134937
~L ' ~ V~ ~T4.tV ~/~~tl It~
NOTES:
rf VAIION TO LEFT OF STATIONS REPRESENT EXISTING GRADE. 1. ELE
ELEVATIONS TO RIGHT OF STATIONS REPRESENT FINISH GRADE ELEVATIONS x~^~4++9 281
ORAWF"ORAi REVISION: 10 AIARCN 2008

Multiple files are bound together in this PDF Package.
Adobe recommends using Adobe Reader or Adobe Acrobat version 8 or later to work with
documents contained within a PDF Package. By updating to the latest version, you'll enjoy
the following benefits:
• Efficient, integrated PDF viewing
• Easy printing
• Quick searches
Don't have the latest version of Adobe Reader?
If you already have Adobe Reader 8,
click a file in this PDF Package to view it.
4 ~
27+50 28+00 28+50 29+00 29+50 30+00
0
FILL FACE (E.B.#2}
FELL FACE E.B. 1 STA. 29+44:56 - L-
( STA. 27+52.56 -EL- 1-7 EARTH BERM 40 GRADE POINT EL 30.589
GRADE POINT EL. 28.688 NORMAL TO CAP 1'-T° EARTH BERM
NORMAL TO CAP D
x 0 l
~o• PGL _ _ ti - ~ F a _ ~o •o
30 ~ ~ o x
+1.25% ~o o k ~
O k
1 k ` . '`~y APPROX. EXISTING
1 `GROUND LINE ~
APPROXIMATE EXISTING GROUND UNE i
20
UNCLAS~FlED EXCAVATION (TYP.)
~
~ r~ BACKFlLL (TYP.} ~ o
\ 10 1 1 2:1 SLOPE
NO MAL TO CAP TYP. _ ~ C ( ) crass a
R RIP RAP (TYP.)
UNCLASSIFIED EXCAVATION TYP. ~ ~ UP ( ) CLASS II UNCLASSIFIED EXCAVATION (TYP.) ~
0 RIP RAP TYP. ( ) c9
'O 'O
k k
1'-7" EARTH BERM
b NORMAL TO CAP EL. 27.30 ~/z~' P
1-7 EARTH BERM BEN ON SEC11ON AT RIGHT ANGLE T0~ ROADWAY TS
NORMAL TO CAP EL. 25.50 JOHN M. I-1f52RINGTON,' FE FL PE 15135
v.,. I ~ ~ ~ 1 l'(l O ,-`j ! j"'1 ) /"1-.~ - 4311. POINT COURT
L,!,J ~,,.J O vim/ L,,,J ® .PORT CHARLOTtE FL 33948sEA~
IMITS OF ~ 0 0 0 0 o O QOD O O I
~ JURISDICTIONAL t a .
WETLANDS - O a~ .ma`r`
Q Engineers end Sce>ntists
0 0 ~ , ~ 224 01d Dairy Raad
~ , Wilmington, NG'28405
0 0 ,
0 0 -O / O . Corporate hicertsure No. far
B NT 1 CN O LIE f EngineeringServices C-0585 I -
0 O A/E INrO
° ~ ~ APPROVED
FI FACE 0 a_ 7 I L o oO ~ ~
,a 0 0 , EILL F CE tv ~
0 0 FOR COMMANDER NAYFAC O ` ~ ~ ACTMTY
00 0
/ ~ SATISFACTORY TO DATE
I N 0 ~ W.P. #3 0 W.P• #1 STA. 29+0 .5 O O I ~ DES SZ DRW T~L CHK RPGP
i ~ ~ / STA. 27+92.56 0 I, I «PM/DM»
STONE BAY CONNECTOR , a . $RANCH MANAGER
N ( ROAD AND PGL 0 0 ~ CHIEF ENG/ARCH
N p r II «XX»
.d. i I B
o. 210 . ~ 4 T ROUE ~ 0 a
a ~ ~ r O ~ ~ ~ ~ z
D:. 'V L 0 ~ STA.. 27 68.56 V OC~ ~ ~o° ~ ~ ~ 2 v
BEGIN A PROACH LAB ~ 1U i o 0 o ~ o O o z W
W V o ~
_o I STA. 29+6 .56 Z v ~
J Q 2: E ~ , END APPR ACH-SLAB i z ~ Q ~ Z
0 o 00 00 , O ~
° I I o ~ ~ ~ Q
;_J ;.W.. J Q U w
~ ~ 0 O ~O J W
_Q ! ~ ~ z I ~ , ~ 0 a Q
0 0 ~O ~ ~ z w OO N ~ z ~ p
~ _ z
,
i ~ ~ U Q
~ I ~ 0 0 O ~ ~ z
O 0 Op Op ~ m
p OI
-...0~ / B O O o ~ ~ z Q
1 0 0
m i
0 1-7 EARTH BERM 1'-7° EARTH BERM ~ Z
0 NORMAL TO CAP ~ ¢ ~ W
N NORMAL TO CAP EL 25.50 EL. 27.30 W m ~ C~
,3 40_O 70 °-ap 0 40'-0" ~ ~ -o ~ o ~ A
-o
~ ) p ~ ~ W z r
TOTAL LENGTH OF BRIDGE = 152 -0 (FILL FACE TO FILL FACE) _o __o ~ ~ z
N. a ~ ~
0' o v ~A~cp
O PLAN SCALE: P17 - Nt?TE®
EPROJECT NO.: -1034937
3 NORTH i CONSTR. CONTR: N0.
0 _,a
1:100 NAVFAC -0RAWING NO.
w 12596288
Q SHEET 179 OF ~1
z w
S1-1Oi
4 ~ a~:,o~

1 2 3 4 5
a °d
0
54'-4" (OUT TO OUT
27'-2° 27'-2"
D 2° 1'-0" 52'-0" (CLEAR ROADWAY) 1'_0» 2» MOTES:
I LONGITUDINAL STEEL MAY BE SHIFTED SLIGHTLY AS D
2" 73 - 4501 ~ 9" (TOP OF SLAB) 2n NECESSARY, TO AVOID INTERFERENCE WITH STIRRUPS
I I IN PRESTRESSED CONCRETE GIRDERS. Z 0
PREVIOUSLY CAST CONCRETE SHALL HAVE ATTAINED
~ 2° HIGH B.B. A ~ " SS02 (E.F.) A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
~ AT 3'-0" (TYP.) St-301 I 4S05 SPACED WITH BEFORE ADDITIONAL CONCRETE IS CAST IN PLACE.
2 1/2°nHIGH B.B.U. 5S01 (FIELD BEND) SLOPE: 0.02 FT/FT ~ N SLOPE: 0.02 FT~FT 5S03 (TYP.)
CONCRETE RAILING SHALL NOT BE CAST UN11L ALL _ ,
SLAB CONCRETE HAS BEEN CAST AND HAS REACHED
A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
4 - 4S01 ~ 1'-0" - - i (TYP. EA. OVERHANG) PRESTRESSED CONCRETE GIRDERS, PRECAST DECK PANELS ~ ~ ~
i AND PILES SHALL CONTAIN CALCIUM- NITRITE: CORROSION
~ 3 1/2° PREST. CONC.\~~ i I I ~ 4S02 (TYP. EA. INHIBITOR. ~ '
i DECK PANEL (TYP.) OVERHANG)
8S01 E.F.) 2 - 1" DRIP GROOVES THE NOMINAL UNCOMPRESSED SEAL WIDTH OF THE EVAZOTE JOINT SEAL SHALL BE 2" AT END BENTS #1 AND #2.
(TYP (TYP. EA. OVERHANG) _ _
3 1 /2" PRESTRESSED CONCRETE PANELS .SHALL BE DESIGNED FOR
TYPE II AASHTO PREST. "HIGH B.B. ~ 4'-0" (TYP. AN ALLOWABLE TENSILE STRENGTH OF 0 PSI IN THE
5 1/2" HIGH C.H.C. 9° 1'-9" TYPE III AASHTO PREST. CONC. GIRDER (INTERIOR) S g" 9 - 5S02 ~ 10" 8" 9" 9 - 5S02 ~ 9 1/2" 11° PRE-COMPRESSED TENSILE ZONE UNDER ALL LOADING
CONC. GIRDER (EXTERIOR) UNLESS NOTED I/2" 11" CONDITIONS.
3?_2~ FOR UTILITY DETAILS,. SEE UTILITY .HANGER :DETAILS. SHEET.
3'-2" 8'-0" 8'-0" 8'-0° 8'-0" S'-0" 8'-0"
C JOHN M. HARRiNGTON> PE . L FL. ;'E a 5135
4311 `POINT "t`oli~tl' _ PORT CHARLOTTE FL 33548sEAL
SECTION THRU DECK SECTION THRU DIAPHRAGMS AT END BENTS ~1 & (LOOKING AHEAD) 1 ~ 2
1'-1 1 f 4" TOP OF SLAB TO TOP OF Enginee~$ and: Scientists
PREST. CONC. GIRDER AT ~ BRG. 220 old Dairy Road
SPANS 1 AND 3 Wi4mington, tVC 28405
Corporate Licensurs No.-for
~ GIRDER g 1 4" COMPOSITE SLAB -Engineering Services c-0585
A/E INFO
~ 5 3 4" CAST IN PLACE APPROVED
CONCRETE
4" BUILD-UP ~ fOR COMMANDER NAVfAC
AT BEARING ~ ACTIVDY
E
i SATISFACTORY TO DATE
54'-4" (OUT TO OUT DES SZ oRw TJL cHK RPGP
i «PM/DM»
27'-2" 27'-2" • BRANCH MANAGER
~ PREST. CONC..
2" 1'-0" 52'-0" (CLEAR ROADWAY) 1'-0" 2" i DECK PANEL CHIEF ENG~ARCH <ax»
PREST.CONC. o
a B 2" 73 - 4501 ~ 9I (TOP OF SLAB) 2" DECK PANEL ~ 4 z
v ~
5SO4 (ALTERNATE WITH 4S01 ~ i-'-~ Q ~ z
L OVER BENT #1 AND BENT #2) z ~ _ Q _ ~ w
° A ~ v W
2" HIGH B.B. 51-301 a M AT 3'-0" (TYP.) I ~ 4SO4 (E.F.) 4S05 SPACED WITH QETAIL ~ ~ ~
ACED WITH 4S02 (TYP. EA. 3 f4» _ 1'-0" 51=.301
~ 3?0°H(T1P.)BU 5S01 (FIELD BEND) SLOPE: 0.02 FT/FT~~- ~ N SLOPE: 0.02 FT FT 3-4503 5S03 (TYP.) 'P•) I OVERHANG) W
E--
w ~
~ 4 - 4S01 ~ 1'_0„ ~ W z
(TYP. EA. OVERHANG} a ~ Z o
z ~ 3 1/2" PREST. CONC~~ f 8S03 (E.F.)(FIELD BEND ~ ~ 4503
g i DECK PANEL (TYP.) ~ ~ ~ z ~ Z O w
2 - 1" DRIP GROOVES ~ ~
(TYP. EA. OVERHANGS c~ J
a ~ ~FIEt4.D BEND)
3 1 /2" ~ Q Q ~ m
"HIGH B.B. ~ 4'-0° (TYP.
W
5 1/2" HIGH C.H.C. 9° 1'-9" ONC.IIGIRDERT(~jST. 10" 9 - 5S03 ~ 9 1/2° 10° 1 /2„ 10" - Z
(TYPICAL BETWEEN BEAMS) O
v>
3'-2° 8'-0° 8'-0° 8'-0" 8'-0" 8'-0" 8'-0" 3'-2" ~ W m
~ ~ 0 0 _ N /"1
~A
0
~ ~ z LL
SECTION THRU DECK SECTION THRU DIAPHRAGMS AT BENTS ~1 & #2
SCALE: ~ NOTED
EPROJECT NO.: 1937
CONSTR. CONTR. N0.
a SPAN 2
NAVFAC DRAWING N0.
12596296
SNEEi ~S7 OF ZS1
1-301
1 2 3 4 ~ ~ IAARCH
- -