SW8090630_APPROVED PLANS_20120828

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 6(3'C)
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

1 2 3 4 5
_...,,,,,\,,if
, 7 \-,..... /
44\..,,,. •,
... 4../9:„.,-- -- Iles 18, •' -. .. •
'"*.' ' " : ;11-"nsi
- • IWO 77-v _ l
,/ \ ____„,
11 -146
f I---,,--)
Q �'.1 -.rT .�1 '--
).:11,5,17.7") , l,/,':i:L---'--,c.--,:,--"l-t.4----\lh''':-'' ''(Cs::"----
1� (-1liatal 'y \' • ter- /
') '-
..,••5'."--•!.''''.":"........,00°•••f.......).- • '.
,,,_,„.A .,„
..
4 L„,
' Qom'%;e' � :' `~ \ `�
gat;;;;.Jot:Ar7L.--
.7:".„::„...„,,-.... -- ‘. .. . . ., .
, tor,
it
. • ..• ,•.....t.,-"., .o 'N.N ...>"'-` 6/ J =
4,
•4.4,..--,40,.\ . ilk.. .. •' ''''..H.-;:;.4::•',..,*-V,:.:,..::„.1::::;'.- A ;- �, .1• „
. Yam. `
-)--:-------- %%:'-,
'\'----
i.::t.. : I
.,--. \ "Alr-,7......---.iiktite.•:. ',.:.-;•-•.:-.',. iri•. \s ',../ '-..\ c,.,
,-,-----•/- Ak
\ .
/, \\_„
„...Iiir...„.___:,.. ... __.,,,.:,_if.,,, ...,,.._.......ii„,. ., . . ., ..... ..: ,,,.,,,. -,..,i7 ,., . .7
• 'AN, -,.. ,• • -, - \ - - 04.1.., s „, ..., .-...,..
‘°%:.4...Nc....,_;,.- -
_____,------------- Mr
, ....- ,,,,
0 % \,...r. . (.,....,..., . )
. -„,..•,. .......1,,,..:4 „.. ,...„ ::: ,,,..• ...,.....„....,. .. ..,::,.....:,_ ,7 ;,..,,
. ..
-.-_-..411.1 , -„,,k •,.-,,./
// `'�` _.�J . ;L�l�I. ��1 ,. ,.. '',.0 '�"' .. ! i' f i001 l \ a\ ))J.... \ l 6 D r#;1 ' V\ ‘,
�q�0 4 t `''c-y ^ •�` O
f
i„.
•
/ •,� \�� ' r ;' :: �• '' w iA ♦. �..'�f✓ D D\1 00 ° a / a�'':n. ° tea/ r'!
': ....//,,,,,„„, �, '. +. :j ,- /' J� ,�.._.4�. Q% bbry�0 r�`, �p DQ ! 7 ' G�j \�`` 2 Qr//
�r�� ���'r1tko•(, I/ *Q i
((( �YT ♦ OCR p� ,. OCfl� Tc .Cl �� [lJ� � :� \ „..„.....„), �
1-3
� �• � It
•� �, -// �ili� ��t ,�. � ;`Q�q� ooaoo�aa poaa � o,-��� •• /o'� r �' I � ���� �
"� // r*\1; r' Y '�•` v �,�� • �yA�1 fY �0 < �r •u a (pa ty O a �D oaa `� a°p (,J) ` `` �O ++++���������
ek
2:..,,,,,,)
O �. ��' �, • '' •" � (�` �i 11 q \0 o �q. p �°n ° ,^Rp 4 ` '"u = % / . + ,+..+ e A r.,�/ � � I �GJ 'C b\ OQ a�, 0 pa ,♦ 0 ;r ..\ < a /% . 0 / ��� ��H.....��� /�ri
40,. �� I f! � y+• p 0• � �� !; �: 00 O\oo °per ` 'oo � • - a, . •rG '•, •% ./ir 1. "Q ��, mm ;l. '4i�`�� --✓• • • I1� I�_ "° .. .. d0 ° °b° �n ° h �Oa �'� O�ODp'' �9n ., .. ���, /,i � 0 �� •O� S5 O^'. �+-.
[ * ` % i ♦ . ap�� b b r.� OpO+. ppo6OOn� OyA "' // • ° v: i
-."------------=-----. \ (,‘ Cld .
.., ........_____.„, , T,.\\,4` 44).. / .
1--). ::-..i.
/ � ' S �47 a� B_ ` � � i `�• °D°° °°0 40 0°0°°oa°n��'9 '�?8°t bna 6� °° q $ �. f� .. ^ � - [ ,:�f - :Q SE/�L,� 1r�E ( 8 �_ , ° ° OoQo p a'� \°od�a qa _ .. -_, ., 331 $4k" . ° o poi .o, ° a n a r-" f` .��f. B�: W�� , �1�� f / ! °a 1 %�3 "p nQ ,O D p° Op 60S d - _:' rcttix a _ o ,! t po p. na D� 04, QQ o° o ° oa a� o �"` r \ ••.F�•
�� �\ { Q}. •.•� _ G"""_ . ,f _ O L'' ��Odgy n d f7" �6 Va�'°4 �1\Op �ISOdO O© '! - �r -- I� ` i�` •.►'Ci �` e (4:C \ri;a,�.,f.� r ,'. • • yk,. • , 1 , ootrpotl060�7n ° Va° pOnQ __ 00, r . L�� /fx. �a .,\J � � w "w..,, ° a a o%C!%C1: Oaa 0Op4popaC00° p� 4 '6. - •� / „w. �\ g, '00 r`,f�rlY +4P``« �,. �° , \\� + ' ° �7 0 O ° °1:,
°:.:
°O aOaptltltlqp\SjDD ` ,j �-• L V �: � ` f [/�/C + �i� 0I/� \ r_ �tj,4 • • :g w' i • v,, ab°O° O el tl ° Od a 0 U p 'r_•, • f y ,! °Q/ :_'. 4. l t S �`7_ _ �,� _ � . `� �`cd aoQp aop o°boa ° 8j a° a0 .{ \i C! . •
.. 1 r1 ! �.�*T, Li • `� <1 0 00 pq 0 G 80ca 0 80 y 0 ._., t 'J -� y\..,-...:
` - '' rrOD D O /Op r• f fr, \ �..�.�� :,, ; r. } i iptl a p0.'r ¢O 0:.- `, hZ Oe"o
'fir— • -Obsdf3 �j C+_ C . f A + 11 ,� O pd apa _� •
,.�+l ✓' 1"", ; ."".,�• �.1"'. ri�4 r.J�-, fi ^.�....,. • ? . : � F.. _.. I,.�• — `„tYO� p�� 8 yy 42 00�O 80 i ' u. -., ,...1 - ,.r�, •
,�� �- ~-� F I f r ,, M y �, 7 s ` ,/y�/ ''w , � ,4 e, \I Qo AC O atl `y •., •s" � �f ` `r r i �! \\ r a p :. 4
.:, BK
ra„r.,...., _ :......,, _ ,..:: . ,...\._ ),,,,,,,,,,,. „.. .
G
&K
�" r` �+ ' / �` _^�� ~� I � .t, i..._
•�;l ��♦ ,`� gip, ,, / . . r -41
-
....J�- _ ` r''\ r I• �� .✓- ` . .. fir 5 i ,'� • r - S --- _
/ ‘ filik,' ,.\ ri)
1 y [� f /r• 1f ... ,�_ . ,A MACTEC / RK&K JV
! f\`* .`7 1. till......1.:
l .*. r. .. J r.•r �,1. I r•' ` — tom +� ' � \ f
...f({)„.••-•..e.../s__,\.....„.:..„L..„--‘,..))\.: .., . , . .._. ___,....... .„..L.....:.. 1_ it-.:2_-_-------soil;•••'-- -- - — „,.......4.Q.)-- -\
/ l% : : '.: ', '')'•,',. \I . •. ,.. . . -•_('\1. ") A
. ..\\,..,
.,
„,,
.1.,,,, 'Vk ‘ il \
r.
' '
./.7, APPROVED
• 1
..) ____,......r.,•-------_- ____ ,: ....-..--<.:-.._..:. --:.---.' •••.. Illy '\\I, 1,r:42:7 ,..-i L �. �' ,�I' ,,...t p �:•r k /� 4 ,, / ��- r. •-,, . ......,, ,. . ,r / _ f :i 11'41:11tiN-:1414'
• ›N '-} .4t9
f / I i � \, ( ,,(,� FGR CG-+aNRER NAvrdC
f 1 fy fy���. pC'' o• {/ ia �,. _4 • '-------....._- 44,, .:.,., N-..•=.7_:,..,
\,�. / . Y �� y� \.... ,� " .'* 1' �� {� , ACTIVITY
. -Th.,- ,- IL.dui!
wjx. , .104 aW a i . • • f O� :1 �-� e\ .� rrr111,r - Imo` j�.i
•
~ • 1
♦ M ! . -
� � �z *ilk' �r sy Q' ._ - ,� t� f 8 {� .` )91/,,=0. --_....eL. L
• _ r _ ��r Fa SATISFACTORY TG RATE
.M • {� 1.!" `� �` D 6 T , _ �:ai� # 1 •� "�-� ;'.jDESpRYJCHKI1tor" r�Wto • _-- A" y p0 B \ iV�� �"9"� F1 � #: � l_ N��1�1 ��fln i � �i Fh/6,U $p�1 ,, .I: � 1 �f ,� lr : _ \, Q _f �... ' `�; , ` �. —,.%� �dPo r � r ,` �3�i� 1 �rA J* Fh�l'w il� i ` __.�f� 6 r i. r' ��!— ��'rf I� 1 fBRANCH MdNAGER n�u.
V. - � -� ranchmanag r
I Ill
r •� ,t, ;rr . + /SI
\ �:�' ��� J� ( Qk \.'•••••. •. �'rb ■ El ,
f ) t '. __.._._ ..� _� I���1� ' C� cwEF E:uG ARCH $cheifeng, A C 1. fix: f ( � �. 1: 1 w - -4 ii ,
DEPLITY PWI£•" +Pi h .� 4� (�� ° o' ,* r'*��'�■ C - b o p (� i ...• `::..._" I - nTdeputy�"� �\ �(, `$B / 1 '7 r* � ? mq�g. �1 �_�� ,/� O°d�tiI� t ' . . -l ! .�•r �� ,�ifi I��� � , Ir���~ I z yC�R `�w e V O ji '!y i�f] ' Ir aas a 1( maa A � : 6 \., 9gIra / �� L r! �I "-_ .\��/„• . jy • j (��f `� o �l�' �1 1f� r✓ • ���.. �o .. -. A apoct a�s��� rrt �' ,{JI 1 ��1fl
11040
� ` U Yttrt {n�1 • `� owoaocoo ��a � .0 . r'1 �.� / 4 r�l fij : w�._ ai � W �'. p A. • .,. 1 `1 .r•I ) 11`-'y' Y :^ — ° ° z 5.
i 1♦,� 1�' ,�(' $o Iw, .: e �_ ^4 �...,nwr • ` ��—l/' /;_ .� ��+ i �Ir Q Z z
1�1 fl •i Y O ~ ^�� j�• • `� }- 17 d qd 0 _ - ___ f ‘'` f^ N.✓�`,{ t ` �--- �}� �� t--�'��r '1������'L�I:��r II � /
LI , :1• 4 0 � 0 _ -- 1 _ �`� J .\ r '' ,, , dui _ -� �.
E \ i
1 .,, �p �� fi, V�D f _ _ ir '\t ,i �I� ls.l1�I'I I iz,
aa.�. � {1 r 7� /yinr a ' jit z1 ' ���" ..` 41
0�' �A � /f� J �.'a —`�-` ---�� „�!j� • c ,• ,, t.$rrlr' r ...rw� - =ila
i Ai
._> __ . ,
14-'7
i.8.fey aR/At. .. ' CD
•
/ 10 r /r ///'{/�J cb -� 1I�' ! -. ` • • 'L./.'r �' w 0 /''�
�` . / ice. if�r� ,,,..%\°I r _ I i� _�.1- W �/
iii-
��'� ,�r a1� '�� '/sue / r� -_ ,r`' gull: l�� •��r � =. T �� 1; \�F _ Lu
i
��� f : �►i ,� ax���' ilif�j in �i�,� _ 1i�� t= ps Z m uCD
tirip„.1* /� i ilr� t :r , . 74% r l\ y,, -.� w Q
��_ "�=�_.._ .�► f:� litM f-L�J �� f+ !r rf .� !I! ��polit rrill� o. l+err Zog. CD
7 •
7-----,:::""
G]
(�/� a / \_ ii, e�� _ y_, L- �:y ter' yF Q L
41( or j
.../ _-/ #. 1 te --- '\ q‘llyilp . i 1:5" :111:i i 1.7 1,. L-11 1 , 1‘..,...,_....0,1 rook .,..i.
i.r..."",v 1j1.,',i-•r,i71e1,:sItL-,LTa,.trir..1i..l.i:1
. 4 �• ,4.y-.i,..i \'�r '�
vi
IA 0'3 IIi
4L1 m.hI.1i..1-1.4i111 l�r -
t4yi-m ,.i A/
Base Entr Road New Location Permit SW8 090630 t g,`i` - z I ---rs ` 1e 1r,
LLJ
Brewster Blvd (Widening) Permit SW8 090812
w scaLE: $scale$
NORTH CAROLINA ENVIRONMENTAL
EPRGJECT NO.: 8eprOJnas
MANAGEMENT COMMISSION SEP 2 � CONSTR.CONTR.��.
DIVISION OF WATER QI�ALITYcnnstrcontrno
N°� 1�1- Ste/'- ZGl2 :::::...y07,
��
1 NAVFAC DRAWING N0.
SHEET OF
IIM
0,1717
1200' 1200'
C
ti� GRAPHIC SCALE 1"=1200' I
1 2
I I 4 I CRAN'FORM REVISION:IC MARCH 2OC-9

1 1 2 I 3 i 4 1 5
„- , \1
/ O
oe Density Area (Permit SW8 090630)
/
O Hig .�
Low Densitj Area (Permit SW8 090630)
„ „ „ \ 0/ / /
\\\\▪ \\\ \ _ / \ \\ \ f i f \ \
i \ �f
'...\ 'N., N. \ 4, ...\\ \\‘‘ „...,\ .\\ , ,
\,... • / / <\:\> r
• \\ \\ \\\\\ \\\\ y / \\\\ �� i Q
\\ \\ \\\ \\ f/i ;\ \\\\ \\ / ` I!!!!IIE
K
1111 ;, \\� , .,, J,,,. \ \\ o \\ ?N81 .kY OTHERS S ¢.' , �l"~
% , ".•'' Z . • ,... \ . -..,, N.- .,__ ‘...."N..,....„, IV <> \::,,,\ /// 1 , . \ I pr..,
, , „ . , . , ..., ,, ....N.,.., „..,, ....,„
„.______,.......,, , ., „ ....„,„. , , ., ,, .
, ..., „, .. , , ..
..... .. , .....,,. N. ... / 1"-e3. .
(20 J \ P 1 \
., ) I t) \4"...,,...1 '-', s'-"-•'\ ''...... - .___________ _._ ."''''n -ImINEK.... 1 I I MN=.=I M.11101. 5• - '---..---"----..-",.-7-1--..._.____..._,L... 4 ",. <5 //
, 1 ,li '\ %).---)Hip. ,s, 4,,,i,...:1/4......, N„..,..,,,.,,,,c__—_______ _ ____ , „. -.„ ,.../ ____, .k CAR0-''',,
• h i ,J r N N........,N•\ ��t !qyq r-' r
SEAL
--- /-s' vi7/ / t• K/ ' • 4:4 ,_ '‘- N .—**-- • .0 -1.„ip ".1111-- ' — - 7r,,..70000011"1",, ‘--. 11....m.... .........,, 101.11=1.m. -------------_____17—____ --------------____ _ -------, ----:-__-:,_,_-_ p • ..... ...... . •
- .
• 1 L� i '411111f/ ` _ \"`r4. _sue-_�,A, _ -���' ��� ����--...L., In e J� 1 f /fff,ispzipp l 11...
7
mop
--......., i ...--,.....n
�� \,\ \ . s = { ,l, = ._ _ =_—�--� led CONSTRUCTION
1 i, lop, -, \ \ .-„..
f int \F
(17:) .10
-----r-r--------r--- ----------- ,.:,.:.!..:„..,,;:;;;;;O:11;0;;;P::%?:);;;-;'.-' ••-
rfl 0 -----------_--- "__„. ..\\:::•,_._—,„Y
CCU1.111 ��� r\` v` L \ \\ ``` \� // litivai
`� , t� er # _'�`Mil, alj.
�- \\I\ MACTEC 1 RK&K JV
_� \ \ ` \ \ _ APPROVED
'be / 1.14,„, I, \ \\.\\.\\ \II 1.1 i :A L''' 1
�� \\ \\ \ ____________________,,,II \I %44 e I r FOR CDf�IAdN!)ER NAVFAG
---___/ -... 'N,\"). \ \X\ \ ii %ski,* 1:::::::1 -----__ _.. 1 I .._
ACTNITY
/ \ ... --.. \\ \I 1 \ \
I'. \�\� �\ \\ \\\1 ,, j �\�\ I SATISFACTORY TO GATE
y \ N .
OES ORIN CHIC
PROJECT s\\,\ 44m ; _, , i Siiiii :
/ // :, _ �� •ice. ` \I -1 \ I 1 \I 1 11 1 I BRANCH MANAGER$branChmonager$
3 1 \ I� 1 1 1 I
BOUNDARY / 'l `1 F� 1 .� '1, 11 ;' 1 1 y It I �I, C CHIEF ENG/ARCHChElf2flC�
% % `i h♦'✓ \ 1 1tt 1 (2) j Y 11tl ■� � dEPUTY PM/6M/ � 11 ` IZ iii t 1 4 �{ �- n Q v
0 0
it/
` _____-_-____:::::::,___
// -,1,t11 t11 tt1 S\.,\
1 1 4 D `�— _---- o V
\ 1 t 1 r-hz I II ,_, ,_ J, ` : 1. 1 1 1 ca Z 5
...... _ � �r 7-... � � Mill I � � �z :-1 § o
1 1 1
>.
0, ii1 to tl `I 1 z _❑ a Q
C 1; l \ 1 w ,
J-- 1
•
J
�, ,.� ,.'' 1 ' j ', I I ; T
1 3 201Z I-LQ ❑ N = CO
LI _ -'�1 / I 1 II \\ I I I Z CO fl CO
E J tI } 1 a1 M �
L fll__ i i , ...-l�� a' tit) i r
0 CD
I I I ...- 1 r�
_ , ,• •
� Z
U , ��4� 1 I 1 1 cl:1)1.14 1 Ut... i .... V /111
•
0
0
Lit
�Jl _i �! %'' I i H Z CO
4.. IIII I I I
U f I Q •�
'k ' !,I fr ' yl f� i Z w 9
I i;... 0 1 LL! IrMEM
CL >—
I I t_.. I — LL mJ p
II I ! 1 N I Z
4 4 1 4 4 :,
C3 4 11 ; 1 r J z
I r �
r� Xot 'a H w
I `.....L�,...,. L �w�� Y �W �� a r I III 'api, LI J Q
C i j r� ! u 1 III : (. �❑
1) 1 1 I I 1 ` 1 I �' ~ Q
E= 4� 1 ! t I I . i �� I
Swil
/-! Il It1 I 1
_ I
r
�<.40
1 1 �� rA:D1 0 c�, . t I 11 1II Y - __�� �Uii �=��1 - .:,: '"iI"LLI -�1l Ir II - �tII--�I I
v� _ 1 1 - 1 i i_I ��I _ / S CONSTR.CONTR.NO.
y--- 1 1 ' 1 + III 1 canstrcontrno
�. -____� I 1 I 1I1
�� „�� ! I 1 1 I c �=s if 1� 1 _ill
I I NAVFAC DRAWING NO.
C., zao' o` zoo ; 1 I rL i `}T ice__ i; tom= .. r�r
1 / J . SHEET OF
�� ■ ■ ■ ■ ■ /�ID /� I 1\ •
-_ GRAPHIC SCALE I°=200' ----y_-_______ _______,1 { \- -_ _---- -_ •-- \ / _ \
Oil
I- - _� � T 3 1 f/ ��.._� -wr \\ f r �� ! f N y1 F 41
� . y ~__- '` tS\, i Ij ,' I l3r ! 11 1 1 i i I I ! f i III M I
1 3 4 il 5 ORAWFORM REVISIDN:ID MARCH 2D09

,r r a it ,P) !' 4'1 " I'i•; ••I.:'i i
:: ,-. • REVISIONS
• �_ ' • SYM
••
DATE APPROVED
-... , ..•••••• ..... ... __:_.._:,:. : ".....:1.::-.1-:..::::.': .......1..,. .:.--... i'.''...
:
\ , ,.. .. - .•
l : '''' 7•
• LEGEND
'-,-,.:.
•
• ; ;, �y #° IMPERVIOUS AREA
•
7 - - ..=
, „ L_ �' \, `x.' rr\ 4 WETLANDS
•
\ ^!, ,.
./.;_::7.,..1.1,0.:-..:....7,,_L.,..:,:::.7._._;._\,-_. '� 5 "' SD CULVERT/CROSS PIPE
..:,
'. \ 7 .,,... .,. ...,..
_`'� ' • , �•. `\ -_-- '_ SW8090630 PERMIT BOUNDARY
`%, ....„-:„....'...-,1:,.; ;...:.' -,,...; :11,-',Ill F `_' ��;. 'r' PERMITTED
,...\'''..\:..„ \ , ,
• •
ED SEPARATELY
, . ., .: i,, . „
',.• LEal
7 , . _. ...,:,.....•://''.'
•
i
•
*�
•,..:\k„---.-:..':_ki c• -'\ ''\''
•
7 ,, ,. „.. „ .. . .. .
00 \
, .__,.. ..--....-- •••...._- ..„. ,..„ • , ,, „ .,,...,„. ,„ / _, ,....
. . ...„ .. .,.......- ..„;„- ...._,..„,_,,...... ..,•,,3, \\. ,..„ ,,,,,,,,,,
-., ,., .....- ..7 .._, _-_-- ,-- •_,.
:::----...„---- _./.
.../1:*: '
,•....../...,--42.1,1"..'...:.--.7.-:.--"-:".' il: '-kr'\\ \''....\
\;\\\.\::-
r
',ri`'r:::;:::7:
y - _ �at\: 'ti 'S::\::\..1::4'''
\ .`. \ `• v \ `` \ '-
7.14# '''
•
--.......' ....:".
•
.„,..„...--_14.:• \'' \k*,!-,.., ' ''' \ \--NI ." ,..."" .',...........:. ,_ .
- \. ''.'d';'.....'.:•:: :".' S''' ... \'.., t, 't ''',,,t. \ .... ,, ''-‘._‘_....„.s. \
-'+ F• iAle - i _ -_ 1 1ST • ••\ \ �, 7 ... . ..
.-- -fl:-.........."'"\-'‘ ' .
V , _ .
•
.. :r.... ..f.............., .......
.I j - .fir. - ,J'_ / `yJ' v ?'r `. \ - •' v •_ - - r
..:'
2).„,01::.V.-- -------' _.A.L.".. r., 4''''' •-• ' Z: \
r . r _ J f !r _�4_�- �f'' //' - r rJ' f v. ;N. • L`t '. slls\.\. �;,` \ Y :•7 �y/
F 'J - I i _ /f', 4;,ii k� /�y \'_ vs • ^ \. .,] -y`_ sue:. ''
•
,,F :• /r ., �y -�/ �/ �/ ✓' _ y� VI \
i \ _ iyr,'\vY 'Yc.\ '-1 ``-sy •e-` 4',\ sYPI ;S t'':
. ' 1 • ‘ ' 7 .8i n" /r /n �j rl lYi .•!` - � J/" .i r'r., ti' !�1 ,.•?:`L::r{ �P�-.j�5 .`• ;r.vw1 -/' • '\ \'t��i1.\ s'a l'Ay` , emu, i. :... ;7
4 c 1 p\
\ ,\ • • ', . •1...,, '"t .: . .."' , ',. ,. __, _____ ,... ........- .-,-.
•
451 . \\ ' - . .
•
• '. ' ''‘ \. ,i . .,
F
C47 . ' •
•
..-: ._- - -.._, �':i t. it•
•
x:
•
... .,;., if>.-. ...,__,,--..-----..-- - ..,./;:,..;:r.`. . .,-.'''' ,;...%:,:' \\
Ilk:.
f .' �� '� J". / ✓�j✓/ "� ✓%'i_: ` ' ` 'fit •
a v ,� t -
ry _ ��' 7y/�- f F• r J i / � /�'�I V.2 ` f f \'' `- it �
-4-".; ....i)tire. -
•
l "'S., •�i •'i J / f' J'/J F.' (..I.71 rf 1/ri /' r' }`\`: �\ �`M _;�s _
_, ,^.�;�'t- :F " `,: / TOTAL IMPERVIOUS •
. `' ' • .. r ,:'- .
. l ? O / fJ _ J •./r `•' ', / /. _ • ` . •;ram/ -
` • `� -' '_J �':.::. ,-� AREA - 10,274 S.F. - \• \\ "\ :-.' �:. ` 1 '.'^ •
ry••+,.'� i O ,iiJ ./ •_ ,X•> :> 'r - - t'�' +>N fit: y/• •r'r ./j 20 ' : :::.:'\ ''''''' ''
1:�41 \s\ ,'�v, s',t •
E ` i ,'';' CQ- ,�lin,_ fir•,.• •, \•
,I r': '/ 'i: ,i' rfl.= i ��• f s- ;j:r .t\ \,,;\ a `,F :v.v5} s\t\ • 4; '-,`
Q
. --7 ------------ \'' / \
, ., ,,..„. ......: -- ...fi.'/,,,
1\ -,..„
i
LJ
• - 1. ',.. ,„ +'.1,\ ‘‘ . . • . .
. .- --.------ ,:-,:- ,/‘ - y .,./,',•••-,,,..•• . _;•":,--,:,-•:::„. - . ...„ ''"'‘'''''."i:,15: 71);':;;Alliiiii: Ilk ilk L:i() ,,,. : V1// /7
•
. . .._., : , , ... .....
. •. -Ik / ,. ,r rF F y ` // A i1is.T.,.T(rrn ±w5' . -..\ .:::',\'' .,.
/ [� /' _ \a,J ,%r •' r M'. .ate I/ ' ✓ ..4.t�' : i QV, I' \ _ \a =:ry„t lr; s ,,f f% %; 4: k!'1'"-+u:-a ,. '. (..\",„,-r7f
r
\." , '' \ , ...
s T
1'
f }
r/ x' ran
;:.
N: //
- 'S _�:- -''42", •..1Jr';. '. _ .l I<. :+,..- ��/' . mot'•
•k ,• ! _l / t/rr .fie. .:f/ �-' r"d'`, �:.:- �" i'
''I' ,. •i7 r`r r - �'f ':'i,r''`' ;f / .✓`r r Fr. .` s -..:i" r� �* % �. `\ - -
`"sY ;, _.. '�'t_.._..� ,C .'\ .-frr .- FJ srn• 'k,u'�x 'tt ',e1 \ , \'e.
.:: .
/ di f" / Oil n. w. t
i" •` I \\14 \__.. -
', \
! i r;
4,1, . „..„, r. / „.,,,,, , 0., .....,: „ - 0000
E
•
- '} L Air;+ f� / I
4 rh i A- \\),,`"'V
t� _ 'rr_•. .�` yam... Y, f�!� \
•
�z
1 s
J / - / kEt M' 'S k, /
\ \4' ,i'' . , , • `.'
,f"" f
i , /''' „,..,V ,r„,.:1:; r,,,4, r'" • rf' 26.' \
r' \
s:
"i.77.-,
i�G ,1
• �, / B d 1 .0 20 Er 8 _
.4 4. . •4 • . 4 • , ‘ ., •:4
/ / - - .mac ;�. =� r n: /•
:...:
'�. ..-f n ram' 1Tir ' I w.� ` _
_� _. \ BC
BC
-' _ {:\ tom: f
�.�.. r "- / d - - / / mac" ,F ':;ly ~s.�- ti: _ -� s">c, ` 13 4k. \ 20.6 r�{� , tiV....„--' i _ - \ --
i.
3. `, \ • .✓ F f f' f a • s s xc� r G •Fj '� v L 11 \ a _,
•
•
f •y •"• .-r r = _ ' � 1 , r- �2y.yet �t- ' 1. ^' ', "$�_- _ n' \ \• I + L4 `\ '\ `� •:•1:. ...„ i
•
-" _ _ Jam ,.,' °`•f'i S5•'�' y '� \ , r15
: - ,ti\ ! - _- �,. ,
14_fl _ 20 `\
J r' • - INV. k, - - �` ✓-- 20 5 ` \ \/,� BC �; �� •' \ •,`4' ; : . M
-- .�' �o g�+�\ \ \��.� / 2 .7 ,� r 0.5 \4. ``. \ �� •;: :: i . /ilk _• . �,_;,M1
•
r: r r, rJ f •
:,,� Q• 21 ft ). .
F.^r:JiJf�y✓'f , ...r.
sy,v :i JJf y \ ` \ \ r N.
`.: ... ' :s
\ •
, 20 5� /
:i
<• K' _ ,, ' F P �: \ 0.5 BC 20 �� BC
\ _ . .\.
•
\, 9.8 r \ �� \ ' 21 .4
/ •. • .. , ,
•
- .l•. .f" -.� \<•\ ��• i\ , i}\ � i�` '� •
20 0\\\,� x'19.5 7` 3C �� -•
f �• ` "/' "\ "���\ :'; 0///// - -- . _ •
•
-
-,. yr Abe'•,7/' ' a:. \•\ ,\ \,\ �N`!/ B C - �� ' �J,' \' f y'.1a4'.. •
s
. \ •
. , PERMITTED �• \ .. ..2 f r
r L •
�(�.•,\ 1 i.9 \ • '• •gyp `i7 /
/ .. -,
- _ - 9. > -. - SEPARATELY �� 1
.• . ... .. . --- , / •
1 -� 19.5
f
...,...„ 7,,,,,,_,,,,,,,;,:, „.---7 „..........„,..1_ „I ......\/):„.:./""-- N.:,,,,\:70.9
„..„. ,..--„,\ „Sr/
lj
4 BC � ,�= ��.5 1 a.7 19 19.5
B ,-.-,k--..:'7 ....- .\\\
..X,k/ . --•-\.-. \ f• ,N \ \\
,' / \ , .,
-.."-- I, \!-7',7:7,7,,, /- '
\ „..-- ,
__ .. .. .r 1 7 ,.-.7'b...',,„ \ 1 .4 , -. sN,‘\, _.. . . C, ..--- .........-,
•. -.- , . \-- \ ..... .i .,.. .,. ,
• • ,..-- , , \ ,', , N- \
/ _ __ .s \ \
•
\\\S\--,\" •
ABC 1aO EC \\� 1 \ ._ .. 1.----\'‘, \x,\\\_,./....... .\., . _
18
. -\
, , . \
a #.#...(14. 1 - - ".. ' :. ;' ' ,..- ''-.,. ....----
:' C'MS .
BC
DISCLOSURE OF INFORMATION • y:_.,.........
moo.. ,. BPQOVED
T ENVIRONMENTAL
BC �, M4tEN1'q .
CONTRACTOR SHALL COMPLY AS FOLLOWS: \.' ' >; -�\ \ ,Y � // 0 ....--
MANAGEMENT COMMISSION
18.+� 3Vf514N 0i�WATER QUALITY
3.7 \ x� �, i EC--
, Al1TY'
a_ THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S `• BC �, i/, BC -, �' \ yi �� `-1� 5 �V1o.
ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, BC \ \. -." �� . �'
TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM \ \\ \ r 4� ,� f�� \D ��° �• ,-
:''.�,t►+ CARS ''.tir ;Dull CORPORATE CENTER DRIVE,
RELATED TO THIS CONTRACT, UNLESS - . 'o •M•;
\ I '7 1b� - �a� I�:. RA�EIGH, NC 27647 S W 0 0 I
.%f r/ = SEAL = (
91$ 854-6240
1_ THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR ;' ��' : •� 03572 ,
ti- h S v/71 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
• • � ` ' r' = '•FN 4 100°l. FINAL DESIGN PACKAGE
2_ THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF %` •,,.a,�•, ��... tic,+-��•`,�=3' SU MARINE CORPS BASE
RELEASE. ,-,tro N W � lr7_ BM ® f� S E
D
'' 5`-; ''�� .''......... CAMP LEJEUNE, NORTH CAROLINA
' `'' L� CIVIL 1 DES. S.P. GLEASON
b. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE -
:3 7- � 7
RELEASED, THE MEDIUM TO BE USED AND THE PURPOSE FOR THE RELEASE_ THE BC`• �C ,....._."' DR• K.W. HUGHES
BER SW8090630CHK.
B.M. DICK
CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 .
•
D
SUBMITTED aY: S.P. GLEASON
DAYS BEFORE THE PROPOSED DATE FOR RELEASE_ MODIFICATON PLANDESIGN DIR.
STORMWATER MANAGEMENT B.A. WILLIAMS
c. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH NORTH
APPROVED: PWO OR OICC DATE SIZE CODE iDENT. NO NAVFAG QRAWING N0.
SUBCONTRACT UNDER THIS CONTRACT_ SUBCONTRACTORS SHALL SUBMIT REQUESTS " SW8090630 PERMIT MOD PLAN °� '�• 0 3° �°
FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE _ (I). ._ _. .
=30� I
- SCALE: 1"=30' CONST_ CONTR.
GRAPHIC SCALES N�" N40085 12-B-0061
CONTRACTING OFFICER. sArISI-Acrol�Y TO: aATE
SCALE: AS NOTED SPEC. 05- 12-0061 SHEET OF

1 I 2 3 4
• 1 ,,
-,......„„ ./, ----,.\\j„
.. ..„-,,a,., _ s -rn-
.- r4
\ ,.., , i
. . L.
. _ , ,L. ..., .
, .
J ., 1 Inram, 1, - f a
-.V To-
4,e.� .' � : � .ems- —� l4.
11,
:-.,
clk
-t-g., s,. • „, - --:_.:
'` (C> '- '�� vim ~ i � �3 — = --`- ---
. ._.,.- _______—:--_-_,-----_--,,-----=--- \\,,, i.(0 4 / / ._
,� � _ ,/Lam. D
/, • ‘ //
Eli
1 1.. ' �:" ".`� i 1 -`� r"— 1 ,��- vr�t
jf ©` \.a�. �'•' .r �. ` -• / - - —`^ �—- - »"..^' ".^
Air 3,, ;.•
z' . c ',,, ...,Nr,.. - ' ,, '..i.• 7.-..:.4 ...1.\:.„:•ili,-..-,:l.-:-'::'',..‘‘'\., 1'1.,
.. , -- -,-.
.........
.., -----,..,,-..-...--,„:::____„,_.,..„_.„,
... ,
.,.4e. 1 - \
I/ . -
III
_ \\.„. . -..L- --1,-* -. .. I• t two. ' ,-� /.N .� Q c
-i
iff ' _: 4 ;ice;= •, i. �•/ ��, o �:o.,,..4,1'.7t:',.-;.::t; -*.' ,::;::',, "c2-::-.-.'.-7 '' '--,- . ...Th ..--\ 6., I'orollr N''• • ' - ' „..._-,,,,,, / '''': '''Ali -- ,. .
�. ���1
\ ' ,ItY.l• � .... th�i::• - '?..' -ti• c
'` -N.,r T( i�,'� '� ' ♦ 9 r' t V 6O V \ _ �,�
.'
11:
j.
4 0 I .4-•*,z(,..7-17::•.----71,.:::;:'-' ":„.•...,,:-..!
--s--40.7,..-. .,,i-i,,„,%:.---.:.-..
R.
fr
4 ~:;i • J • 4. > !, f fiF �r`u tv NI,- a vpp�1 1„ oR 4
1 / � ZI -NN��f� � �+1�` .1.\., '� l�a f ` \ -' �° VgCao., aR :L. ----,.....-•„.„..„.,
`.
� 1 �, '+., ��:: O• 1 + `- y;►� �4�I, -p8 apa0 p ::,.,Nt6,1:43°21,50b111144::4
°�tpaG70p�j a,oO�sr I. 't �� , ,.
n ,� -. S 1 ,. �� .• ljaa �a°a c o ��_ , a _ tOl,p.�++t ���,.V / � \�.' .i t1 r, 1. ;' %•' . • ,� .,10 oto fl $�o °ao �,'-', o - ,._,• .� 1.
♦ ��.•`!ZH CARO''b,414,
Ik'''NN\--------••.()
„tom', 4tr Q/ 4,4%'aWdz i�' !y yi 3��' ; r�L.f tI , ' p\°Q pOOdQQ�p � R 0 {yam- pp4� t� _ `t \ o r, �O•'s �sS�O■•■ f" '���\\
�� +� fj' /i �j, C? f' r �, / ''` �� ?• '� �o� a Q a oa �, aoa ., ,x•_ ` " , l. I. /4( p O �.y.9r . '\ y i •
`,* ,3• `, �D/} ! 1 f( j ` Qcfq�QpO-OQppQ�Op 0�j \p �q • �0 y �t '•� ^' A"F� r# 1 •\ ` i i Q� {� A i•
.-:. 'I '• - 8'*_. i. l , Q` A00\Q440aO Q O Qpa6� C �.\._�r•�.�s'�-"/��`J - II i s 3 31 B4 i•
<<� // f ' f$ Q Gp 7J' - n • /"`• �•. .—.l' J,f .`J� i'�_-- ' 40te, 4\Q -Pb0 9 O O£�Qply..�040 FAO Q QQ'dOOC'O \�6p0 - �r - - �\ Y �/ ss.� ■■� �•" . .,� �� .s . ---:� � `• \ _ _ ..,..,,,// a4C6a ] Q 04O t90Q \O:��C� 7.0� s \\ ([ •,F �f GI�,'E�i' O/� .• �+ ���-- \ \• y • '� - `1 "`'' " Q o a p�a O°o °� ao G" ° m f
' ` �? �i /C�` •...i:...��.0 ,.0 '� f��!•' %�:� yii C .� ASS OQ qqa pc+pO00q p;a I ,�7 \ �o �O I, Y1Af M ,!!i \\'r ,. �'-'" \� :F' • `fY -. n. _ .. a d Q O ,O O� ° 6 ` c - `�- �\ ` �/ R \t" 3�J r� `( . •_, ¢ O 4 OQ 9 O- Q O 00C'h''a\C? 1 f 0 = ,-` fi \ _ `� --y �. � 5�LY za/�
}' \.� t. � ` 9 �� ✓t \ v1 q6p °a Q°• o p O%fla C Fa a 0 9 * -_ ~�. f r'• Nz , O _! sEAt
�%\ \ ` �_ r i...-,• A -1 I np dq Q '" O p •Q cgo ii d 0 -6,'Jg tit 'Yh* i ; !•
r / ,\, \- \ ___ _ __ • ':`E ti ` O U el Q- CO a0 4S . 0 Ca f O O '8 7 1_
f� �D 4. :cse,,,:://:/e.:,0 °,,,"
D° � ,• ® • �! O
•;,. 1 r } 1, \. i[ y ti ^-. '� . iNN„,,,,,,%. O , O - � �' ~ °
1.
j pI� ti (...„2,,,,,,
z ` r } }7 • ` 1 ` \y +�. �• lµ �� ,�� q 048 i� 4 6QOQ O ra Ica �+ it�" f \r� ` � .
17 li v i. r� .' B.....3
j a0 p O O D 0 3 ' I
. ,, iliglA
lir
` 1' :/ _� •; I �.� / if •
`� e r J� } ` (�Q 4 0 r,r f.` n t- • ,.
r��' f �•._` • ' ' f,\l °` ' \\ /-',.._.. ✓-', •' !. ::::742
iii �� f• Li"�r.'• -;• ..--.,.f .Y_ \ j O ',, ,_'
11,
' .f `1I - 1 / _r t • • ._tl'4r- .t }•' �ji
f -'"'> ,.�'� r `" `` 4t \ \\ - - .yit,or--.•"--c7,04,
710./.1;i7lifv.:t.
• ,,tea j. '} '� ,f - ,'v� i.,i y> �.
/ `'( v 11 •
4; Vc.,,,\e-.1-. F. _ - .,y :,' �3 ; , d,- -
%
•
..,c'.` L. . i \ li`;e • "� ��. -`•- -%� '4 ' '€. 1,,.�, \ s 1 + 1 3 r �r ��
� �, •` r— �' • �• : ,, `\`� ` F/.1 °� - J; • _ = ,, .; 1 1,/i. a MACTEC 1 RK&K JV
•
'* R ~\., _ < V • 41 �_ \ r� \\ z?�. • �i'- f \ ' �,r...'f•AY f!� - .;' /- �']f _ -s'' ac. ;/ �••_ / / -.,�__ .\
�� �/ l P •�� s (may �:� ?�` --��\ 1144,...), �. �1 \ � r >' [ i1���I(/!{ll�t;�. f AiE Ingo
!j �\ _ \ 7� �iw 12 �I \ \\} a. y �� �s \ 7 > \._- �,�f- - i �`( � - ,J• / int. ,\ i� ,-\ / r�/i APPROVEC —
-------''.'''''" A
•
! 146) /� • 3j sn i. - - . 11/..,„crair. ,
A €! 1
T.
171--1------111.--
,,,,,d,:-...-.- 1.: , ,,
C.,:ii,_:,,
�`? �r U • _1 f �r /' ..........: irz7 4�1 u� C. •f ^• 4i \ 1p., .,_ , .,...). 7.3.,
r' FI fl . FORC41JAfdNIEA NAYfAC
11
f ///, �• \t/fy'f"! a.p / - . >/ c k—
•
.,j _ a / ti "- ! �� �■ '� SI iTY•f�} .% I`t ]r -.;q� J[S)- f hO ,..._.,, ^Y / _ ti,i �\ (�r' r�, 7�y e - 'ti. I/'f/ �i /I � € ` -- `L �ii, k'-'.----‘-1.- '''±'-:::v.........:‘‘', N
•,...--y
1L. v:'A �� .'- �w�' - ".f� �� a'q°,- • R.-.� //��- - 1�, ;4` 1.y �� • j 4 {-.�. iIi ��r'�.L 0; - • '� // .� �Io1. • �� = ,` �I rl . _: I t€�_ 1,'iii" t, \28\ 6:330 3
�r■ 41�„`� f/ ?fiSb _I r L _��^�-,y } T F T Y T 1 0qila� ^. p/ j/ , • i I SA 5 AC CA Q OA EJtirto !o-if i ' ~' `� Yt i<,.. /� ,. `..`--_-��^~— :I- :� ,�;! �j. it _ �� y+` .,syr r i111 � ,(,!"lis~ip s'� #`��, f .�y,,.. • sow-tom., /' Q � .. 1�-. Ft ;\��- 'i r * :=-1r1' �� �,i,�� t� l �:i •:_,a-
��'++.A! �� DES DRW CHK
� rC �`t1 *lYri ''t. I/ i . O 'i r 0 '\ �� lk .1 .� �}. fti 4. �, � r � r JrII � ■- . . 4 /\ -
�]'?�JI t'lry - k�.,El ., � !k Aii'\v, �i ise' �awi1 ��� 0 F � � li r%�j �x :.: �Ja J ao -.�€ _ _ �f _¢!si Q 11 i* rk. / `, ��� , F' ' fl / --._.. een' e .,: p9RANCH MANAGER $br4nCI1C10114g8r$
1. A * ii '' ti O jl ! CHIEF ENG/ARCHI •
r `�,. �_� ° ° i' i ,' i w; f � 10 0 Scheifenc$
At � - � t r ' af� #1��}Sii � a c'' _ !r 1 1.j' Da A. }0+--� -z �,' F. .. „. I U' �+r , >�1 ► "G p /�� f } ttt :7 'iffy - . I 4• a1 I ooa 'P f1 �. / d013pd. -, a, ` �. 'fd#1 a ��1� z:1.
i r I ° g ryes l •� t 1 IIiQ C.7�.. f, t tea' h"� $: _ _ i N <; ...J� ,- , ... ._ w�_ ti� e �r lf,� i 4 .ate . �. f - ; I J 3
1rt ��� p` .=_�ti: ``,, p t; 7j ,` f r._?� •
iv ', 6 .� t1 \ at, b4dC tti h= i f1 j€ sr�T V W`�` � ljy • �,�� V . i l "`� f� ` jiNi; .�o �� °a o 5 t% �,�. sir _ ~�,. 5` :i.ivill'illilifil_.,1111
s i4 it
A [ o Z Jl // r�. r' - OQGAQA�pG,� _ r1.'' - T'� � r' ! \.r'"• �-'r ,� j. �f'.js i � ~ �j !j ! a a ~ i0 .J/ _ji " "• • 4� /` t..S. ~ �OOp0O w0aQ , �+� r ' r� • �,_{ err 1/ 5 r �� 5i �I sz
u , �`_ O O.O _ 5 ` 13 Q `-ry 40 \ !� _ _1.. 4 41. :� _ `d :T r� x�` 'i�r !} iiiit:Iiiiii:::111II:Eilli.::.
, I� O
1 aIr
n . 40 - lo Jp u r j �- �`r _ ' J ��; r. ._ --; 7 Irk W ,C
it /� o& a y ,�J ` 1 ff `��,_^ a. ��J€ € ! �! \ I� # ~_�� 111'�€I� � I z �, w •Q
..]_ • ?,.... .bi !*� O 0 ,( J �O .i.,t '+ _ _ _ _ '711ain p .5�- es Q� Ii.l w
�--„ 11 •; •�' \� \ r )�•.ii r ( Q f f.y -�1L�f1'_ 'j` 1}('y/� ■ \ _I' .,,' ,�'j t. I �T!�„�■i€ ! r �I€ Lli d�` O 49
s ' dp0 r qb ' i`/ iJ L ` / �'toe If +_ €7 !!.; 'Ir1 ��, �� P� H au : � Y �o A� wD\ O O opt3/�� IIr " -- Act �r4 fI j ji ' l= C ',. c� A,, E:11 �// ,i� v % ,:' f .„?...5:?....,..
Q l7 p b9nOt��q /p0 €f a � _ r ;��j ;� cif 1 7! .. �[( �. U i.i
�y� r C i �, }t € V. q 04bC1lDO¢ p . , // �] /^ P..Y ' � rir�I--,..,.. .1
Cr4 f CO
■0
�� � � \ ¢ �. ! J ..` Q - i ; W �!i •� ]) 7 t { �,RS¢ t�{'��v i+ 3,111,1n1.194
IGG�eI if! � I / W
6 e�` �lr v n 1_
A • b 8 r �,ri /0 I I a
G A—_- f 1. A �, d i �t i� ` I a CO
try ■r +� - ■ iJ /�y3 ��.. ,L.. �: N w� }�t + . : 1
• .[
New River ��� a �af� ';','f ;. . fi/4141;� 1+t I -c i 1 1.-.,,- ,� ■�
€) ,,----I • J '°w�-=-a. }-_ • !1 f ai
y7*NW' r � , @1I/ ifttriiii ,,iiiii/witp Ill./ t 31 :� E--'r� .J ,f fl 'Jf a� r�"i,�� - .ram„ .r U
r! ����.-„,,......e.„. „
gad �� �41t7t44.,/
l�'� IL jf {SI�r ' id`'' �I ` ,k;::: 7 .► LU Z 1 a 0
_____,......
31/ �i-44pAr, ,�o�� '>_ kaii1' iL. f e ?1 • ;6 !I i ���f� _� `-1i- `�,`'r� Z CO
V
, 1 liiir„
rf } 4id r, P _ � �%'�'"± . _ _ .. f �` ' w ' r i d rV l,,,,� 111� '�r j• `- _�__ �',rt Z •
,� '~/ • � • `_ _ \ # � '�- ` 't�'! it, '=' P ! \ 3= J�' "— ' ljj
q} O
Y /
Lii
-A-4N,4)171# . ' \ , , it17 rii . gr...4,4 I i.-.1---.- or ii —i I ,___i
40.1,1.0,1.1= 1k < —.
l, C/,,,'.II-1i1"1i..r--.i4--.'-''0 4''-'-'.1''1lr i hiy',i i4ii:TZ-1:i iIl1i1/1-1r:,-,-I-a--:.:l.-E.,Ii11111-1A1 1,I1?w16i1.11.1111.111I'
m
M
.1 7.5.,
Base ntr y Road (New Location) PermitWS 6 , , "I : Q, _ !l Z1I 1 _ 1. , . ,; , = , ,., a•
CD
Ci
A
W
El APPRa ~ 1 e, z
a
NORTH CAROLINA ENVIRONMENTAL 0 z
OI Brewster Blvd (Widening) Permit SW8 090812 -. - MANAGEMENT COMMISSION SCALE: scale
L
y3g o�30 DIVISION OF WATER QUALITY EPROJECT $eprojno$
I
U� � � �r , r CONSTR.CONTR.N0,
tr T - �-� C)I V y 01
l NAUFAC DR�WINGt�COfltrfl0
LOs MAY 1 0 2011
1200' 0' 1200'
;CV 0o3Y: _xc-cs5 •■ ■ ■ ■ ■
/� ■ ■ ■ ■ ■ SHEET of
GRAPHIC SCALE I•=1200'
I
5 ❑R AWFORIu1 RE YISi0N:I MARCH 2009
Q�•1MAIN
II
1 2 3 4

1 1 2 1 31 41 5
a
0_
4\r a
j High Density Area (Permit SW8 090630) ��
w
J 1.1., ii. (k4 el eie
6 "1`
Low DensityArea (Permit SW8 1090630) ...
4
b
`` ,,`• �' • __ V ,+kf�+%'`` er'
ta
l 4 —I1 ji f,
f—L-"-z"-*"--- -------'741.- i .
„. -NT)1 \ '1- 4'70 ' i
/ 7/.,,,,, , ,./ ...:.. .......„.. ,
in
c.
in
il. I,t \ f 11 I
i`
,.•. A,
eilik ,
lir.,"
y
V 11I
I
I
... ....,... itila
•
if . i • ------/,'" 77'
1 r \‘„,\\\.\\\ ___------,----- ---\--
ro
r ' ,• ��.��...���\ r / �� ,• - 711FAC%
III
1 'ii I t '". .s\,,,,,,,,,,,,
--
44>, ii i , ,
0111'
5 A
fffJJ1 \), il V'k\ \
•
NIP INfc�,•1 C thy or
r\
4,
C I 1
•
,r ,� - - ����- ram_ • '�- '
Il/i ,; ` _ •� ``♦ j SEAL
1.Ili- . y � —v.1 — --a----i —--i 1 1.— ., � ', _�' ' ,/''
rflit I a ` .— .. ,„,y� r „.•� `��" \ . �� '
I/Li
� s 1 ` , — 'BORROW ;�11 1 ; co �, = _ _-,� _ = -_ -, ;
11 f \ \
0 .:„...
1 PIT ��r I1 ,l
BORROW PIT �' .144( 8g
E`1 -� �` ;;; r ! , lif BK
A ,- 7'4\ ___,_-.7:9/
,, 1 ilLY , i .... .11, _ _ _ _
li
;1 r 1•" �:-, — "pp.
I V '=:k, r / �,�\ ....---- . ,r .„ ,,,
). --t,-----i1141 \ 1 \\ - �—�� rf s ,ii - ' MACTEC ! RKB�K JV1dii/I 1 / s
Pfi i �� �''� f11 {.� ^\} ,ky lr `♦ \\ � " /' 1, j' A/E 11lFO
14
11 f 1NA ! 1
I t fj+j/1 �1 Ili' f 1 +, J' � PI `� /` \ . ` \`.
I 1
1701/
•
J�+�1 j 1 ♦�• I /��i"• \ \ 1``-`-. `� `! ,�` • " i �N. � .1 y1 FOR COMMANDER NA4FAL
'llk -.:
'\ / / , may t
Ili :I
I ill
•
P 'hill
1f11 + + 1 •r ` 1 SATISFACTORY TO 3A1E04\29V1 10:37:00
�..... -.2 ..--. 1 ' 1 Ir t il 4.F _ or ,, 1,,,i1 illillili 16. \14444411111111 tt „ , ,f- -\\ '‘ . ..._...... ,--- _.--...."
•r � `�� f 1 ` y \ ``' 1 1"h`'�+ `�`�\ ` — �'if 1 , j10//////iiiiiiiiiiiiiiiA> \\ r! ,/' DES DR CHK
N. •
•11 I J' r� `\�`�` • 1 `_' �P-t,..„ \ I! `�` „ f BRANCH MANAGER SbrarChrTaCnager$
Ulf' �\\` ! tC P �� j\ ,�,', h CHIEF ENG/ARCH
,....4101.00$
B i I' ________ .
....„....._____,_ „ i ,
....re dri01.a.,
., II, „ , ._,_......„ .,._,_ _
,__., .,..„- ,
„.... ,
. ...„ , o _1
t +1, ,, P
f \ \ \ PROJECT
- . \. `iceAllik !',► e \ \ L w o
1� J `~ - Z z U
} , kisitim. )PIMli) rrz °BOUNDARY w ` 4
/ All Li, t\ \ , 0
\ ,\ ii,
, 7.4‘"t„:1__QT' 1 .1.
-I lil \ \ \\ • "i L3
71:
- y----=.44-,-------: ... r„, ,,,, _.. . .... __,_,_
/Irk�, off e � : ` } Qf,. ------------- — ..,.-.,: —l° ii) \ p (NI 1—.
I/ I
�� \�\' . \\\ '1 =`sue11\\\:\\\‘zzis,\\\
��� �`_ \ ��_ l 1' _ „y�„i Imo/ .� / _ 4.....,*.� a� `� Z
1 laka �� I■1'�►/ W
a a/
LU
Li_l CD
0_ >- ,k e.,>"
40 Li
-/ 1 ! Z
1 . 1'7,-- .i. --7
r W
i 711111111:
� , j , Z J
U ID
. - ---
''' '''',....• .--.4-,,,-,-, LU = D •4:.
L.
+ r 4
7/
J T Q m
,. . i i 1/: /
` CC A
� a o
z U
1 `/ w
i Q 4
0 6
L ' a
, :, i • ..i ::::-
in - / i:::II-IIIIIIII\ SConstrcantrno$
rel
�� '• �' I / ■ ■ ■ ■ ■ `�w NAVFAc DRAWING No.
j a _.-.. /' ;s. GRAPHIC SCALE I',200' ''5' SHEET OF
1 ORAWFORM REVISION;10 MARCH 2009
2 3 5

I- i
1 i 21 3 5
, " �¢ 4-'.----, N. High Density Area (Permit SW8 090630) _
{
CI
I i ` I \`\ \ 4 `♦\
i' 461404:11111C1111:14" *4'‘
, , \ ♦ \
• \ Low Density Area(Permit SW8 090630) , , "�
I `
r , r
D r • . r
♦ 4 I
1 \ I
\ r
r 6 •\
• \ 1
/ A \ r
/ • y , r
♦ I z
♦♦\ a 1/4 E
u
• ill
/ 0 \ %
r -ism ``
�% 1,
121k_ 11**iiiN
' . .
S WM FACILITY Al , ,
II or__
) iA. •
,,t N" t_111,1''.. ,,,i IM.10.1111 .. ....... ' 1...._. '.. -.
1 .�. ; f
1 P \ s,,, , _ 0 .t. ........... „
::
_ — _ SEAL .
M - _ _ - . 33184 =
%
41-29'-
`♦ 5-. \ )1,1, r______ _7................„..;: ....___________________i_____ -_ ----- ______. _ .Vr.........
46( '-' ilrel-,—....1%*
: ; :I
" �+a.--.« —�. �� ....... —;�— —�.�._ SEAL
SWTFACILITYAla `\ __ AAL1V'�1
r
l , ,... "Ilit kg i
\\ \ f �yIr "
\ .mil I r
• fVIACTEC 1 RK&K JV
ills'... , ) cilS /
�.` I - ) ) , r, O A/E INFO
r )f ,,
^ y - —__ APPROVED
/, , „ i _ .......„-
/ _��° A\ p�r4_ �! 1' ^, FOR COMMANDER MAME
_I' �' /10* _ `� PROJECT c ACTMTr
o.. _ BOUNDARY
R SATISFACTORY TO DATE 1 29:I1I0: ::r39
:RE:.
C}RWCHK
.+" Io ac�a $branchmanager
CHIEF ENG,ARCH cheifeng
(C) *i
eat-
3 ' ZZ z
`� - [�. Ls
o
H $
0Zi
Z a
Ofo
z
z a z �,
z w .<w _ 4?
F- a
a ❑ � N C N
Z� M0- <
7
�z 0
,.- "� T �i z 0 .0
W
\--
'�
,� _r
\ \
j'�` I 4 `♦ ILu a •
.' ` ' ' ♦ Z w CO
\`,if •
Z J >
IEL T'+
L
JHw z )ar
x CO
/
� F- a
A /^� or v
u.
A
_ aa�---- I I 1 a
C r
T r w 1-
-0 r Zw
-, Z
Q Q
N
O N, i BY:----- Q z
I.
,
I i ,
L , I i SCALE: $scale$
1 , ,
E EPROJECT NO.: 5eprojno$
Ill L rr / • CONSTR.CONTR.N0.
� I.� +f ) constrcantrno$
�Li r\ NAVFAC DRAWING NC.
I } 200' 0' 200'
L , s
NUO I P 4 r ■ III ■
• / GRAPHIC SCALE I'=200' SHEET OF
/-�0] r r r
Oi= �
1 1
4 5 ORAINFORM REVISION:10 MARCH 2009

04\29\II 11.24.58
mcbcl s- hyd_prm_r_cl,dgn T n
-J
i
M
n

1 2 3 1 5
/ _ - r '\ \ v
I
lir
/ r�
/ r • a .—__— r_ ) \ `\ .ter' \
;' High Density,„Area (Permit S'W8 090630) + -•
�f \ , %" \
♦ /ip%� ,'�t \`��`` sC>i`.. rrr s ✓' \/. \ \-!..,
• rf \\\ \ `\\\I a
// r+ '� s s `.` ` • \'' �! * ' ` \`\\\ `\ 4 1
1' , Low Der l ity Area (Permit SAS 090630) ` y '; \\\ \\
II tt
1 1 f'i i `, O rl • \\\\ \\\\ 4 1
•
•\ •\\ sir y r �' \\\ \� ~`\ \ // t
\\ \\ f! `, rI •• t \ \ \\ \ on
c.
\ •
\ �` ---- it I +•
• � rr i \ \ \\• ,i' •3 `
••
•
• � ,� �� t
tilk \ , __----,. i.,
•
•
\ / \\ AIL :.
, , .....,
, , ... „, , i . . ......
1„,,...
,„ , ,
,....._\ \\ ,
, „. ,
, .......,
1 lo / \ \\\S• ,....11...r- .....,----___.----- ./.:---••-,-", .• c%1.,
v.
Vt::::) ,_....:. ...T.
Vi
•
$ 1 1 11 Mill pr.„
,\,„ ," „ ,
N.
CIF r�� \ \ t r re s I
} 1111I.
if
\\\ it\ ....
s * `�` 1.
\1 11In
1 ./..... '`.. . 0
•
11
•
•
k, t \ } \\ ___
il .....- ,•.____
'illielcill‘i -,.,..., ) •
' J \\\ }tit �, i+ ' i y, ( \
•
Ii
1 II
\ \ '\
+�.oF�ssio•�.��
4.
\ \. N. -,, \ \ SEAL �:
\ \ ` •
\ \ 33184
C • _ I / •yarM•a O �, C
•
•
\\ SEAL
\\ '\\ /\NN \ .` ` (6f-bi-"' soot%% y..z.,p_z,,,
•\•N. / \ \ \ ` y
� ■,
1414410,
:may :4'
�-. s'ti'_ r lac
1 h ', I �i �' 11111 a.
4, ililli
is' `\*`, NA.
, `h. r 1 , `� ,l - •
,/,/ o� �'`� \\� i : e ;— =� I MACTEC / RK K JU
rf ; \\\\ \\ `, = �`` `O`_ _ . '_ :
/ / _ �e—_ ' 1) ClIQ
A/E INFO
/�r \`\\\ \ ,'/'_ ` _� `�� ��� i�r i APPROVED
' !s i it a \`\`\ . 'r/ '�� �,. 41%0 '.��::��Y������ii�1iii///rriri 'J `��H/ Ili__
`r c\tri
i` `\\\\ '` \ �;' \ fl• FOR COAHANDER NAVFAC
)+ ACT141TT
i i \ ��� __ f + 11 If
Ils
' t � °C \• \\ ��� tir rr
Irr tr� 'n� � �_ � ``\\ - — - 3—_�i+ �r ,`` N j I )I SATISFACTORY TO DATE
~ riifiiviiiii/i/aii7/d/iii/iiviir it:::'S:';ca;: ! DES DR W CHK
, r III
if r
r `` t ` r.-, BRANCH MANA EA rOn
r \\
,,ii_1,- 11111011:111151;
G b chmanager$
it
o •;\\ �� ��`•A. t, ,r rr 1 l.. ..... CHIEF ENG/ARCH chef eng�
' � \ ` r r ,r r 1 I!
•
r
r+, ♦▪\ . ..
_ `ter I• C oB ...
_,
UJIJJ
4 z
> ‘033, -IL2 LLI
..
_,
..
...... ....
ter' r �\ , ,,
• , i .-r- . J
' . i '.'``/ of
rr!' `„:„_.y_' \ \\\♦\ PROJECT
�V lJ�� ` `�`��\ `� i Jr jr !) g O
ii o ' �� BOUNDARY {! U
rr / ! `� `\, `� •„. , ) r ii 0 w
C NI
fisi"....
C30. I -----, ----. 241 ...... \\.,
{ ! Z O
1 \ �•
� / N. \ \ \ I 1 1{ r _ V
\ f 1 �����` • �`���` / \\\\ •\ \\ 'I I i. / ) li
1 !1 Q
�r *'�-- ^`� !{ 1 '/ \��\`\ ../..�,:7R \\\�� ,, \\\\\ \`\\\ `, , !) r I! Z
/� / \ \ ) 1 II
0 Al
•
/ ' ••••::-....., op . .
o
62)
Z -•••
i ..... ... A IX014,6%1 /1 11 1/ . , (0•11) ti)
ce
,.......,0p,,
- ' �r-��.__._---- -`may / ' \ /Y LLI
`�i` // ���` \�\......,.
1� ♦\♦\• 1 r! W Z W
2,..;{;
I-1:-. / 00 ••••,,,:.. / ....-..
r It , tn
,`, j `\\��``� (Z.:1 7"Z".",..:z......,z.....z,....
O `er %/ / ``��� �� `\ ��\ \\\\\\\ \'Z.:\ ~,e ' \ \1 I!!!{1 /jfwW Wr r, `t 41 1 .I 1 Fl-ii � �� .\\ / / `\ O \�\ \ `� \�\ ,� 1 / / 1 t t W U
•• • .714, i db. • • • .,
\\
44 r r., ir. ./..._
''''' (C\ <3 A
I •••.. ,.. -•••••.. 0.? -.. ........, ....
C.%6 ... • 1:Z), / ,,, c .,61--..,...., I 0,(:) • •
•
',, 1 1 c:/) A\ \
r •, , \ \ '%. <Z, ... ... ---,..__ ........... .. ,
•
P .. ...... ...
.. . .....,
....... . \
. . . , / ,
c:\> / / . I/ N, * N'''‘\
" ,. ...".• 4::::5 '`,........
L `�`� \� �� ��`�� \ ` \• \\ / \,,61
\ \ \ / �! �`� ��, RE C Y SCALE: $S=flO$
�` `•� 9 �� �\\• \\ \ `\♦ \� f! \ \\\\ l / // IVED
` [PROJECT No.:
o Q •
-•� <:::: \ MAY 1 0 2011
Cite"PcS
\ ♦ \ '\\ \ / / / \` `� CONSTR.CONTR.N0.
M 1 ....„...„....:1„::::„....... �� `\ \\ °.51...... /�`\`\ % /' \ \\ ......,„/ \\ II 1,.., \ / / /l Y• �� �• CQF15trC0ntrr10
T .'N., 0
s �, \` ir
�o��_`�`` \�• \\ •C 1[ \ / \ •♦ \t• I 1 �� /-� \ / / // \ NAVFAC DRAWING N0.
•
. 'N.,- C3 1::3
•,...•••, i 1:;:i ...- ,•
1z.
CD "A•I.A. .....
\ \ \ S4;::>:////://
\ i , \ \ IIMIM ! / /r�" •
t \ t SHEET 6F
N U U �. \ °�' . \ \\ \\ ��\ \ \ / \ \ GRAPHIC SCALE I'=200' / / �/ / ". --7 ..:
./1.
DRANFORM REVISION:10 MARCH 200E
1 2 3 4 5

._ -. -- N. tL_-,._, .- Lam..1.",1 ti' 1. - 1� I
1 2 3 z1 5
i ` /�% f � �'ft; \\ /0., �%J,' r .;� ,/�( '...> !�`�f//! •
t2 ..r,�Fw ;rr ``�` w `\y` i-•h\ /J s 1 t w 1 /
11 �\ ,�j�/��/-!'df f\',{ Il�I S��'�. 3i r ._.�1 Y / / � + \ 1: -"
tt �'+ - 7! High Deli sity`le Area .(Permit SW8 090630)
\ // i �\NI rI i 11l IJ // sI ° t / ;J w
%
\\\\\.. r /!j/ / •T`\�!, h, \\\ \�\/ice/?� f/ / w �, i `r /^,✓ ,
... .. .,,,, ,',/, P- 4,' <5:''k, . „,., _., ,
�; �,, \ ,�,- 41 \�; \/./ / * --'----.. t". I i '., ' "... / ......-._,..----...-'13 \- X..., ;�/f/` y Low ,Density Area. (Permit SW8 090630)
\ /� !/�!f t `\•'' `I' , /,JIB ��`\\▪\\\ ,�/ /� ^r"- ' rr f\I'� } /
ft,
li.
\\\ �� ��7 , , 3:•:,,\.\\\\ 1� Q it • \ f //,, ,'~ r f I r -'
\\� iii / /// 1I 7 ‘‘,..\
\ \`�Ifl•`\\ 10•` �l��5 f7V f/:.- `, ♦r J 4 E t w
/%ice i�si r I I \\, \\ ��`= �/ // ///'' ,' J' _ y v. ,J r' r /,
1 �� -.fie`, , J Jr 1 \ Z
Si=a: A77.''------dill ''; ei
I \\\ C:::;)' \ 1 r r /ter + i + \t- \`-,
\\ ly r r, , • , r+ , I-
\ \\ •� f \t { / \\\ , t In
W
\ \ \\ a ,i'.-\1 \
`
♦ 1 ! 1./1. 5 O
•
1 \i "l 1 + 1 Al !
1 11 `•\ j I\
11 . 111 , \ I s \ f r y
{11 \`` \t�` ,` .I a Fr i' '�- w`-\ ;/• r + li '-r {r i �
1
•
•
r s r s
i' 11 iIt /� -~° 1 1t 1 l ` 1 /' i
A 11 M i / t r i 1 r / r t . • t
1 li //' r } + �-, i k .I , - 1 / _ 1 / is -'
1 r •
w 1 s
" / �•
• •
/r •--• J' ^- ^`•"---- rr 4 fi " ,O• ' ,�f111N1�/q�s
~err r I �` I6 �\ ♦�
Ili
.--.5--.-
i 14i ,/ `/ JI \:_':z: i1.
y ��+r - ------ _ r 1f fi `t/ 1y
ili
�s - -- r
•
1/
e h �\ .��^' y r ,r ,r � i SEAL 1 a
•
\ \\ ,
r y
`w......� ` � '`~' \ -^ > -`L- ,`
..\
�� `` �r �f'- l� / i \ r 'f' ' J I• Ir.� � ,
.—` , F ' /l i \ 4;6(1/1" Vf��-
S/-t4—Z61,
_
SEAL
.., ,,..4000;i0j1
0 ---.
IIIE
) i:.111L. 7.....7.0.0.1. 11.11111.11111.1.1.111111.1.111.1111...1.161' ill_:.' "''.
_ _1.1111111111 MACTEC 1 RK&K JV
I - -,. .,L..,'.'Iir- 4 • V�
I I r ��:�—��. _ _r�v �'` I
er i y w � r1 �`-------.•••••11. — — gamit &K
� PROVED
t
r r T � i` r ��r L/1
44 ; .._.... •
11 i 1_ r \
i i it .G1 + !fC111) , \ } FOR CONNANDER NAVFAC
j l ii° -
I I i 1 - �11 I � , re \ ~- I ACTIVITY
I 1 it 1 �\ .\ I
ti
I it i, t \ ,
5 0
PROJECT �� `� \ 4
r
04\29\II II 45 44
M1 ''1 w F } \ -'r •
t SATISFACTORY TO DATE
II BOUNDARY lJl+ < `t ` \\ ` l\' J! J
I l _\ , .�// -ay1 \ DES DRY,/ CHK
1 i y y ,
- ` _L' y .. r branchmanager
i1 t
I I II 1-`-�'%'� ° 1 �_ `�� - i BRANCH MANAGER
0 I I 11
11 -'= SW -�- ACIL.FT cheifengfi
I I + ���` ; -�`\ " ty CHIEF ENG/ARCH
�L ` it a -. .� 1
��i I CO , I li T r Y r f 1 t ,
r--� I f I I S Mg FAC L°L T i ci ,,-r- r •
--^"!� f } ' -. r__\\ t \ ` ''S,} r� r` a
I ) k ♦ r I i 7 0 CJ
I I I I r 1 \`I t 1 [ ' 3
I I II , I /' s �- 1 / y m V --3 w
11 ,^N i\ a 1. 1, /r
II i , a w COO J
I' � ^__ r T , y r U p _I
I I II r' + 7 rJ I \\ + r Cr V7
, t 1 I II , , ,' 4 } z Q z U
` t r I II r , ' r N. Ir , Z 0 I. Q
\+ r I II r r 1 w d
w 1 ! 1 h I ,' h d
in
t\\ I I II / / r ,/ t t ', eL
t\` I I II th i tr + ,'/' t 1 i } v U Al
\ I I II t i r • , y` r •`r
`\ 11 / , r \ ` t �,1 ° Q Z ,ylrr • I
i r ° �` {�J CO
e r \ . . h
\ - 1r r II /� r /1 t\ i \, t Jr'�°---II" - ` i
IIF' i 1 e Illaka)rik , ,_- „.., ,1 ,1
•
\ I 1 I , `r \ t^, i
V
1 ` 1 pm) L
A\ 1I 1 - . t r ▪ +�
(3\\ \\ 1 1 Ill ', , \. 11 _ r \ "rf \ =mr�-�
\\ \\ 1 r 11 \ + \ e f , r1 ~- , ,` ,` / ` r = O
co
f 1 1 1 \. , r , r , \ ,' w
\ \� r r 1 1 r �' r
G o
I wf t f 11 7 r• / r \\ t
i Ir I `\- •.` \\`rY-''t.,. -- `.\,! yt /,Jay } ; I i r W
I I'._Ff... -1►� -`\ :gym-�� r \ w j I \\ J Q
J 1 r -\ , if \` , rr , \ S
jj Jl 1 w F
1
r \ t1
u co
` `-t l I 3
•
•
A \ •\ •,y 1 s
y , , r r
C71 jl j !1 Jj It, 1 Ir -1 E a 1- w
1 J11 '%{ r I d J 1 r Z
1 1 11 �����_ i Ir ` 1 a a 1 I
L I I •
! ^\ w
j11 S 1 I , ` \ \\\ r�r r t y rl,
F / I l J�I \\\ �1 ¢� `, _..--- i t1 r rr s c a l e
� \ \ r 1 I SCALE:
L �1 �I 11 1J -�`� `,. '/- - , i It i EPROJECT NO.:
$
eprojrio
1 / ° e r s
CONSTE,CONTR.NO.
a i / / '/ \ \\ I a� ,; ,'/' --1 —_ -= r-� co R.NO. trno
LriJ/
j I /r
j �.. $
. !i I1J p • } e
I t ` \ // , r y ,/' f Y NAVFAC DRAWING NO.
° ,� r 200' 0' 200' MAY 0 "�011
(]� 1 JJ ���i�_`� U -:.:, j rJ w ■ ■ ■ ■ ■ I SHEET OF
i� 1 Jj f� 0J� _.`, •, / Ij; -` ,• ` GRAPHIC SCALE I°=200' I- -�,
I
5 DRANHAM REVISION:10 ARCH 2009
1 2 3 E
. i �;

2 3 1 7 I 5
a
4
WALLACE CREEK ROAD
; ,:- / High Density Area (Permit SW8 090630) L.
CONSTRUCTION / '
BY OTHERS '` '
/I'll;
;�' Low Density A ea (Permit SAS 090630)
rr I
D f11`11
1
rrrT II
i
r 1
f o
I
:11:-16:111 :-.. E
II
1
1 I
,
__11 J h_,_
II i 4 A .,
i y J
1 .
/ , „ . �, SWM FACILITY Bi
Cflgi
� NINIFAC-
I
, .----. ............;;Irl )161 .1111NFINIEntaillft ,__
�10-4, i :.., ----....._
....14.7::,-0--?0, ---1------ _____L =� Cn
_ I' + '+�H CARP .
I `i /I����� may 11 —� r �_ 1�� / — �.
_ L'P- „Am immis• �';�F�CSSIp'�y-yam':
SEAL
�` ii i•4:.:—EMI^�1��-�rt�^ ■� i.r I + •�•� •• +
warirAriorA' ! �� I - ., 1%rNO •• •
• SEAL �:
�+►i I ,1 1. : �,�.� 1 i •• : 31 4
II: wid.4
----.4.-7,,,,,_ "orrr- y_,.?_
— —— — --— i ,ir�i,;�e 1110. —
-:,,.., (--- c:,,..)
cin
, ,
, L_ ‘, , ,,,,,,,,, .-...... k, ),)».,.,..._,, ,„..,,....,,,,,,„„,,,,„-:-
____.
_ ‘, ,. _.,,,, , .,,, .4„,,,...„* „,..... .. ,,.. _____..........._
_ __...„.„,!'''''
41
--.....L. .,. ,_ Bic
_ ..„....7iiiig
[71*--- ' L-------
•--..,.,_„.._ 1 a R li ' .--.7 ,
•
1 1 1 ' I1
• MACTEC 1 RK&K JV
I 1R i yv, >1,11
��� ', PROJECT J SWM FACILITY B2 A,E INFO
"�\ \ BOUNDARY
\\\\�i;\ `\\ ,
\\\\ \\ \
•\ \\;�`yK\ \\\\\ v� ...
/ FOR COMMANDER NMI AC
r` \ ` \\ \\ • •.� ACTIVITY
\� _`�\\\• / ''
. - ` SATISFACTORY TO DATE 04\29\II I2:02:44
\\`\ \ DES DR IY CHK
fis
N'i.\\ , '? BRANCH MANAGER $branchmcncger$
\\ `� --_ e/1/ /4' i// ' CHIEF ENG/ARCH $cheifeng$
\1 /j /,... /./ , 7,/
0 Q w
J s B
+Illy' e .• / -
$1
0 ,Z.- /
lik -- . . z
‹),:g 1 1 1'I I"1" LLI
Ili\ 1-----7.______ ,.---" ._.,.....>„,' -' / / \ c7.) a CNi .C N
/ / \\ Z CO I
0 „
0 / '
•
f*X / ,
•
V °' I
Tt+1ll�, ; j 0 / /
/; W L p
�� // 1 Imo, al
tit \i I ;/' \``\``\\ I� O
cp
i I / \\ Z
I f O y\ \• \•
r LLI V
LLT
4 if t r it r
-00•1 A -\-.----„_..i,...ti.„HI.
11
j i f" ° 0 1 Ir �' MAY 1 0 2011 w
E `_y;-- -may. \\ i i 1 r \\ \\ w
A
L _• ! �L.rrJ . \ /%'' O /' i f { `�\\\ SCALE: $scale$
E ��Qg _e —`�� �� j// O f r r '}' \\`\ EPROJECT Na.: eprojna$
r' \ O r 1 r \ `\
O L `ryy� - / 1 / ` A +; ! ! y'., \\ \ CONSTR.CONTR.N0.
'` \ \ i S:. "
\ \ $constrcontrno$
T /! CD \`� `� 1 ° r f t,`_' `\\\ NAVFAC DRAWING N0.
c\i� •
L ,�, N.
i, 1r j 200' 0' 200' �:�., \\ `�
1 / / ■ ■ ■ ■ ■ �, \ r/i- SHEET OF
1
c�\IUt��J � � O i i/ / GRAPHIC SCALE I'=200' ` �,.,
1 5 DRAY/FORM RCVISION:10 MARCH 2O09

1 3I 4I 5
it
+ �� / � ` ° �� High DensityArea (Permit SW8 090630)
rr —4Lu
tr+ ` `. \
D
O4
C/
i / f V \°\\ � �a LowDensityArea SW8 09 0Q 003I
\\\. , ....,„ /, \ , „
„ , ...edSok „,, , , .
\\ �N • 4\\y \\\ \ ! // \44 `\! q
'N. 1, ..... ..ed? \\ 0 \ 1.
&Qs?' \ \\\ / \\.. \ N
\ \ \ / .\\\ \:N\N t-N.,,„..
i y .' \ i1 S\ :�'ter. \\ \\\ \--\\I
N. \ \
. , Q CONSTRUCTION
it , ' ` `� \�` �� ` \�•/Jy r+' \\\` \\\\ ,1 \\
i BY OTHERS
} i ` ```` \\� `\ \ 'ram' r \\\\ \�`/' 1\Ws `\
c / . <> \\:\ //z/
1 / \ 1`,,\ 'q. - -NN,N:.-;-,> ' , '--- ,,_ (C20 N,......._.....,- ,..., 41 ,1,tS Sib%."Sr 41,
,/.4 . *:; .:). •• •'Irk,-
st
y ' 1';�-- • \\\ // : : 3 318 4
r�1 e "O, rr I �. �{\�_ �����..-�—�� J�\. 041
{fit �`\\� II�` \\- . ���� \�\ I� /l'e•••.r•..r'•`PO �t r`/�
V rrr ( J rt.
\ \�\ \\ - \ ^� 11 ``,\` ,�y�% \\;\'N.., °Ij°rFF`�/ y1l. \44',��� V
........., 0-4,;6(G.- IM,",",.”!- ./-0--z.,
r . / : /' gyp. a �`�ito _•` „,_ ��� \. \� � \\\
,':
•
,", t
, ,, „_______.____,,,
.... ...
iit.. 1„, ...,
4 , _
...- .:„,_
"i ..,le RK
j// / -' _ram / &K
/`� -\ _ � •`LY'���•on.._� ��a�7S-.=-•" _-_ � ��=_ �_�_ V
f / �_ - ,J/ram \ \ C \ JT%r'iL'`+ r --!=.c��_ _ _fir y _ ... ._
�
____,.
_ _
1 i! - \\\ ..\ 1'���r:�4.' .� \ `— _ .r ��� �_ V Oi • +V i R V V i IOi 1
_.....
.1411
'CP :-....._ . _:77.— _ z _—� \...
� �\ �• / ,, .ire ,-� � -� - BY OTHERS
�__�. —� _ :`' �k ! �\ // / I: `�CA :-Iiii-iii°I'll.° � `— - \ MACTEC ! RK&K JV
_ 0,100* y.. I\ \� +/ / \�` \ /, / o • ' \\ .--\\\\,
O _�...� APPROVED
MI -OHO --."----------....,------c------_. A b • 11--*-------.-..41‘.. \\I '.'" irrs
. s f.f...::
_ _ �/ ! :..\\,:.\\\.\\:.::.....,.
`\ er iii i 1 FOR COMMANDER NAVFAC
<� -f� :Y -_� / /v \ \ \ �/ I -� ,�Iit' 1YACT1YITr
Ili_
1 *� 1`�\`\ ://
1I `\ ' � SATISFACTORY TO DATER� / \\ \� i ; \ 1 „ Q4\29\IIII:IQ:36
`V / / �j1� �` \ \ I 11 \ 1. i / { .. DES DRW CHK
/ / ,--. \ E: / ------ -.:_r_ .__
iyi \ \ \\\ } \` \\ I 1 BRANCH MANAGERbrCflChfT CnOC]er$
/ \\\ \ \� ` � \\. 11\ 4 1 `\�`\\ CHIEF ENC/ARCH $Ch21fGl1g
I "4411
B PROJECT / .--, ,
BOUNDARY / \ '�� ► \\,1 \ ` f \"\
\ 1 • 1 I Y d J
11 \I 5\1\ 1111,1 ic:: -.... --..
, . . .
(.0„
1 1 I 4II 1 0 0 1. 1 --� I
, 1
/ f0 A / II1111111111111111
' � 1 ti �i f l [ � 1.ClIZ f Z d
} 111 Vi.
4 I } I a-
1 4 f I I 0 z Q?
, , \\,i \ ,L„\ \\, 1 11 MAY 12011c>�
O
I I V
a,/,'` 3\ A \ ':\ � 1 1 — 1 11 �/ BY: _ Z W tn
' ,1 ,1 1 1 _,v. 0 Z CI)
I .....• 1 loo
tzr;-s`•y I Vy I 1 s 1 i f I O lil
.....--z...........,‘„... ' I [
,,' �/, ��_- I '1 1 I I I$ i -, [ 1 LLI CL >1
z
fr --.r��.� f ) clInt I I I • 1 i �i ram" isJ
': �` 1 I I ' 11 z ._.M
i I' I + ! 3 1 (J cr
t�
y)i ! 1 ! 1 i I ' II Q C!)
± ' 1 ;7...i i U1 ' LI-
OLL
A
A .
1 1 1 1 1
1 1 i f 1; t!�! S LE
1 Z 4CC
IL
I , 4
•rn i I 1 i 1 I Ir C' , - EL
r 1
11 �_�1 I �i 'i �. 1 L scAEE: sc�le
L i 1r '^\ I rDiiy 1 1 V -) ., r I EPROJECT NO.: Seprojn0$
Q1 j 1 1�- % I I 1fn L 1 CONSTR.CONTR.NO.
t 1 (— ` - 1 11 1 y f $COnStrCOntrnC$
©.c 1 11 __il _-- _ --Lk ,____�I LJ #. +Y�J t NAVFAC DRAWING NO.
_ I L. 200' b' 200' 1 1 -, -- r-,r-' I I11B1 I
10 ■ ■ ■ ■ ■ 17 l I __ii I 111 I II 4
N° GRAPHIC SCALE I•=200' 1 i `_f1 LL' I _ 1
r I I II SWEET OF
vi riiit--
� '~` � ____ t1 1 II i1 fi! I 1i �I
1 I OR6WFORN REVISION:10 NARCJ 2069

z
iD
0
m
CL
Q
Q
rr
cn
0-
d
m
J
U
m
u1
0
m�
•• U
CO /
qe
FK
r-+ J
D
r. q
�cce
/0C
r. r <
L
m
4
1
Y
4
4
V
Y

_ ,i; --- --41- 4 - -
n
Z
CD
m
n
Q
0
I
Cr
I
2
N
CL
r_
D I
1

AI
LI
U
U
r r
U
E
N
n
O
a
V
I—/
rn U}
LN.0
rn a
/mac
a�E
1-1
1
J

Gl
U
rm-

rti
uHAwY QRM REVISi0Mm i0 MARCH 2O09
J

n � �
I
C
0)
70
d
a
a
T
L
U�
U
E
i
a
/
E
3
/
U
OY
O u
OL�
�L f
N/f
\..E
m L•
FAI
F-

7
r-
M

7
c!l
E
L
m
Q n
Q �
00 U_
O D.
C7 U
L.
/-U
Ln T
N-C
Ln OL� o0
F,

r+
C
c
0)
N
L
L
I
E
L
Q
T
C
_I
U
n
U
E
C
L
fl
C
m
C
Q
L
C
III

K
Ic
A
0
i
s
1,00% CAR WASH ROAD
25 JULY) 2012
VOLUME VI
BASE ENTRY POINT,
BASE ENTRY ROAD
MCB CAMP LEJEUNE, NORTH CAROLINA
FY12 MCON P1383 BASE BID
END GRADING &
CONSTRUCTION
HOLCOMB BL VD.
STA 1048+78.50
ROADWAY PAVE 4EMT
HOLCOA B BLVD.
STA 1045 + 51.00
�A Q
END ROADWAY PAVEMENT
BASE ENTRY ROAD (BID OPTION) &
BEGIN ROADWAY PAVEMENT
BASE ENTRY ROAD (BASE BID)
STA 276 + 00.00
EQUESTRIAN
FACJZJMS
13EARN�D
• � '; BASE O
SE BID ENTRY RD � � BA
BEGIN GRADING & /
CONSTRUCTION 3
BASE ENTRY ROAD { `
ROADWAY & STRUCTURAL (BASE BID) 1`
ENGINEER STA 274+88.74 O
Ali
11►I1 .�` � try _ � a I m
uAc'rtc,wEA,cry Ujjtj 1►11`1 ��1' � ,,
AMEC Environmental & Infrastructure s jWl41 Z
{fka MAGTEC Engineering &Consulting, Inc.) •� �- r o 1 � r � o �t
2801 Yorkmont Rd. Suite 100dwa4tur" ® t� ��t:�e! i71 P�RACfir178� 1} _� r
Chadofte. NC 28208
W
Rummel, Klepper & Kahl, LLP
Consulting Engineers
900 Ridgefield Dr_ Suite 350
Raleigh, NG_ _27909
f�
SEP 1 3 Z01Z
I
A VEMENT
!+17.00
BEGIN GRADING &
CONSTRUCTION
HOLCOMB BLVD.
STA 1008 + 79.50
�nan,y��12
r�o<<�CF4aa,} s
S
035M
VICINITY MAP It
�a
MACTECIRK&KJV
� Wo
BEGIN GRADING fa �I
CONSTRUCTION
`r�s
\HADN0T SERVICE RD
STA 4000+00.00 �
0
0
- 0
i
p
`&1,
s AMP m- CAP k- AW
w w
END GRADING 2w
CONSTRUCTION scAu tm FEET
=
z
CAR WASH RD
PT STA 23 + 61.44
END GRADING &
CONSTRUCTION
W g
a
A HADNOT SERVICE RD
;STA 4002+07.49
END GRADING &
r
m l'
\ CONSTRUCTION
�O
z
a
W p
N
BASE ENTRY RD
\ BID)
aLLJ
(BASE
It C STA. 354 + 99.01
0
1--
z
W
Ln
1
s�f
a
W
IL
W
ZM
w
tz
yA
z
z
O Q
U
~
NORTH C ROLiNA ON
NNZ
.
MANGEMENT OM 1SSION
d~
= Q
4
U.
DIVISION OF TER DUALITY
O
=
o s�
a
sc..E. AS NOIEO
BEGIN GRADING f7
CONSTRUCTION 3
CAR WASH RD I $#
STA 0+11.66 ►r
G 1061
1
'7
7

r

.]
I it
r
C
A
I-
i
VOLUME Vi
CFNERAI - INFORMATION
G1061 Tn` E SHEET
G1062 INDEX OF SHEETS
GENERws - TYPIf�I CF[TIAN
GT361 CAR WASH ROAD TYPICAL SECTION
SURVEY - MAPMG x
x
V-461 CAR WASH ROAD SURVEY CONTROL MAP
I?
BORINGS
B-161 CAR WASH ROAD - SOIL BORINGS
CIVIL , L-_
CG061 CAR WASH ROAD EROSION CONTROL NOTESJr7�+
CG161, CG162 CAR WASH ROAD DRAINAGE PLAN Naf
CG661 CAR WASH ROAD DRAINAGE SUMMARY SHEET
CG76], CG762 CAR WASH ROAD CLEARING AND GRUBBING PLAN �,..=•rf��rn�pp,�;.�
CG861, CG862 CAR WASH ROAD FINAL EROSION COI i1ROL PLAN
(Va`6yYSsr(w,
CIVIL=PAVI HG c SEAL r i
035853 i =
CP161, CP162 CAR WASH ROAD PLAN & PROFILE E'er
CP461 CAR WASH ROACYASH STREET INTERSECTION DETAIL
CP462 CAR WASH ROADYHADNOT SERVICE ROAD INTERSECTION DETAIL
CP661 CAR WASH ROAD EARTHWORK SUMMARY
CIVIL -SITE om
CS161 CAR WASH ROAD FENCE PLAN
C{YiL�SIGINlNG AND PAVF- MARKING
MACTARK&KCZ161, CZ162 CAR WASH ROAD SIGNING & PAVEMENT MARKING PLANC7561 CAR WASH ROAD SIGN DETAIL
C7562 CAR WASH ROAD CUSTOM SIGN DETAIL
CZ661 GAR WASH ROAD SIGNING SCHEDULE
CIVIL_ TRANSPORTATION " Pr
Cn61 CAR WASH ROAD RAILROAD CROSSING
CT461 CAR WASH ROAD RAILWAY CROSSING MATERIALS x.��tn .RGxpr�. ►w
CIVIL.-._11F]I QES
no w.o
3 Cu161, Cu162 CAR WASH ROAD UTILITY PLAN � a
CROSS_SECT10N5 0 �?
CX301 THRU CX307 CAR WASH ROAD CROSS SECTIONS W
m
u Z
a
�< aaQ v1
InF-
` 0 � `L)
Z aW o
a
W w
Z W OQ w
w 0] n
z
n
V T
J N � Z
i LL
� Q o
I Z Z z
=ay.
e5 NOIED
—El
G 1062
1 '� Z A I~

4
A
L
I
PAVEMENT SCHEDULE
C2 3' ASMIALT CONCRETE SURFACE COURSE, TYPE S9-SC
Dl 4' ASMIALT CONCRETE INTERMEDIATE COURSE, TYPE D9,DC
IS 12' AGGREGATE BASE COURSE
L 2' LEVELING BINbER
5 5' SC"MNG
T TN4ANRMENT
NDTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS,& ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UHU1Y RAN SHEETS FOR ACTUAL LIMITS Of CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POS}FT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
s SEE DETAIL SHEET CPSM (iYP.)
EXIST
GROUND
J
i
li
CAR WASH ROAD
TYPICAL SECTION
NTS
STA- 0+11.64 TO STA- 0+70.13
CAR WASH ROAD
TYPICAL SECTION
NTS
STA, 0+70.13 TO STA. It 36A7
EXIST
GROUND
EXIST
GROUND
EXIST
DRIVEWAY
- EXIST
GROUND
ME
THIS LINE r
7r
CAR WASH ROAD
TYPICAL SECTION alrrnnry..
i0:"
NTS +� ay.
ts, ar`ayESS/4', si
STA. 1+36.47 YO STA. 14 65.23 3
SEAL q
035953 ?
•:f f as
DW
i'
TRAVEL LANE I TRAvFL LANE SHLD
2'
1 FDP$ MACTEC 1 RKLK JV
G*AOE I Z
POWi C2
PO =
LL �mwn
EX�y I 0.025 o o.
L xcw araK
s EXIST �^ '
EXISTJ T GRADE TO GROUND
DRIVEWAY EXIST 7THIS LINE
GUTTER
r.rt
CAR WASH ROAD xs �AVP r a. LAP Io AMP
�ma
TYPICAL SECTION
NTS
STA. 1+65.23 TO STA. 3+03.57
Uo
dd_ o
L "F Lit
W d r v Z
i ❑ 0
24' m r F-
4' 12' 4' 12' a Z LU W
SHLD TRAVEL LANE 1RAVEl LANE s mQ a
7• ` 2• G�
FDPS i FDPS V 0 S O.
l7 i L7 0 CO
O Z }
= 4 f77 I t2 = O Ir d W ~
LL .mS 11 0 D25 LL ---'-..
---- - D
` JSOI, . 0-� o.0B 3� 4SL - z w z, uj
\.._ EXIST
z -r
EXIST 3.7 `T!/ o1 1 i
GROUND3' GROUND g L/y
T 6' 6GRADE TO 6' T W a,
w u N C
IT'PI THIS LINE IT1'p) z J wi r Z 3
CAR WASH ROAD a m a
TYPICAL SECTION o J a
NTS o
STA.3403.57 TO STA 23+61.44 4
MAS NOTED
crrpccr •o.. R}B}
SEP 1 3 2012 r rarorR�
r
Er, GT361a
7

m m
4
L
L I xJ
A
■
■
a1
� ASH ROAD
M■
I rt.E
REGIN GRADING Ca CONSTRUC77ON
CAR WASH ROAD
STA 00+11.6S ! J1
N.340317.3616 /
27
E 2500856.2684All
'Ln
1 4 /
QI • l`-7
` iTOIM Low DENSITr_. 92 --•
STORMWATER BOUNDARY
�- + SPEC. CUT DITCH $WB Og0630 `r
CO3 -qc� r *1_. '•,++•^—SEE DETAIL A
may. CAc
15' RCP-11 1�_ �n i_���7„t•:TSxiri`w tip.. N- ..S
1 IA -
REMOVE DI-
1
v
f;CAR WASH
GEOMETRY TABLE FOR
pp�r LOW DENSITY STORAIWATER gBOUNDARY
an cm&ATi/w,lr. Ir.r-r„ Rvrrc In cNYJ!]�iiF�ia•Ar: rr�rrH RulFx
0�
h
lb
C�
211111� 5 50
SCUE IN FEET J
NAVFAC
10:55:15 Nfi1. a;06-201i
;-04'J'Qi` 1AyLRr!0�� c
Vs
SEAE
-
E
hgr1Y w My
rt,..
o
nn
10
O
+ MACTECIRK&KJV
M
----------'�—_--_— to
Lu
SPEC. cut
A ♦ x S �L 4e8F' SEE OfTAIRL AII A _-_---+ '� O[ !� 158i �_Fa�"��-•� ��� �_ J
2AD
u
S W3r&r r
15=
-
R5
S MSr59VE
28.9
31M
12
w fY22+1BE
36M
-
R6
5 W far If
5395
"Zo
13
S u 3T'r,,r E
364E
-
L19
S +6' 59' 63 w
M?.#
_
Ls
0 Sr J2'53TE
BO28
-
E20
w %Pt_2 Vfir
42"
-
L5
N J32r 6.3• w
23DO
-
E.2r
N 67I7' nQ E
rJ,82
-
L6
5 SVJrSJTW
MM
-
122
5 283T537•E
Ra,50
-
LT
s 3r 2r wrE
Wss
-
123
N 3Q45'PWW
V-15
Po
S Sr 3959D•IN
34142
34MM
L24
N 6747.49-WE
SIJI
-
t8
S sv 4r 26r w
45"2
-
L25
S 2srr2' Tar E
LIM
-
AE
1 S 4Yto465'r
•2425
630M
t26
S 4659169W
15W
-
19
S 495969r
95"
-
L27
w 3,4IrOZ#
SOBS
-
W
S 283979E
2425
-
LM
S W 4Y546-W
40M
-
U
51ir21D WW
Z&W
-
i29
N 3'4VOiw
8,65
-
EA2
M 28 37 T9 w
A59
-
LSD
S 16' S5* 6.4 w
2-7.M
-
u3
s 46' 5959 w
9+.+9
-
w
rr 49 Ad +IS R' E
4"
Pew
Lr1
s 67eww
OSa
-
Lsr
s sv4r26r■
4W2
-
US
w 8 sr sIr IF
_V_M
-
R8
5 srrr 39S w
iW3
34aw
I,G
w WW25�rw
6.5.1
-
L32
5 38871rE
A=
-
L*7
s 59 45' 3-W W
1599
-
R9
M W A' W E
MA
3e2Q7
11
5 292950.9E
11DO
-
L33
S 563Z53b'w
29-W
-
RJ
w r5r 3arE
16.53
9DD
L34
5 a3T'r5•*IF
W494
-
RI
x r852'r2•w
n78
232DD
[35
S +8224+.6'w
31i1J0
-
■
19
'c
\
TIES -TO. PROPOSED I4Y.71.25
DRAIN STRIl a7-PRDJECT-P13BJ
��
1
tii
jfs'
57AN AASE DIFCN S
SEE E RDETAIL B
'!
1
J nT
1
�'I
1
•" ~-
5 TONS CL B RIPRAP
wi14 Sy FIL FAB
-ASN•ryp
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
DETAIL A
DETAIL 8
SPECIAL CUT DITCH
I FIva Sd.i
STANDAIeD�46 FE DWCH
IMWa'+�1M
Fr
44-1
CWR $400 TO 14♦00 RT
CWR 3-25 TO 13-00 LT
CWIE 0a15 LT
BEG EL=73.2A ENDEEt. -21,i5 S-O.T%
j A.LJC-I Y F,D
SEPy� 1 32012
■
t+Is.I� a na
�s BOB • PPI 1 JIIY
u
r
F-
a
O
Z
J
Co°
W
�U
[L
z
cK
O uW
w
[)Lu
o
oa
zW
Lu
W
w r {Q
T
w
U.
a
u 111
s J_
'Z
r V
s Q
a
U
�a
�7
3 a
w
rc Z 6
�
b
�
xkl�
AS NCIEC
I.x t w, f+1397
cwni r.-coxix. xr<
x�xr.c oif 1y rl i! 17�
SxLFI .'. a
CG161

om
e
A
01
O I l I -REVISED
O 1 i Imo' 1 II L�W
S.0- BO\NUN` AY �9AN DL e �C
W809060 'SlETAI
' SPEC. CUT DITCH
(") //. SEE DFIJUI A
-----_ - v-r---- _ ?��/X_/r
'RCP-N� %/"
Z �- - - - �c2_._aun-w • uuia - c L
A•i
Lu
ewT ITAS!
-J — _ - l_ �!
V G� —" — �t • �>�r 3i8 ,� --SPEC. CVT DITCH --
SEE DETAIL A
GEOMETRY TABLE FOR y `/
J LON DENSITY STORMWATER BOUNDARY /a
'y1 0 b (D� Lrt� L£NGTH RAMM ID OOW WAMW L£NGiR RADVS ••
U S Ir37'15.4•£ 15.3D0 - IRS 5717595811E 28.37 37
,p7
JZ
NIB22'M$£
36D0
-
R6
S t7'rBlY
5395
nm
U
S Ir3164"E
.76.44
-
!19
S 4F5763N
I171
-
LI
N 5632' 53T £
80TB
-
L20
N 27rZ IUr ■
4282
-
L5
N 332r6Tv
23m
-
L2l
N 60449,7E
03 tl
-
lb
S 56.32' 5371
05ve
-
t22
S 2833' 537 E
2[L30
-
Ll
5 3-T?-rmrE
.12,
-
L2T
N 3047ZOf111'
1 27.45
-
6!
S 5TJ75917w
3/5L42
347200
L24
N 604193E
54.34
-
LB
5 5043,5rw
49D12
-
I L25
S 27IZaFE
15D9
-
RI
S 196455'W
424�W
636Om
L26
5 657617■
15557
-
L9
S 6576.7M
66d
-
121
N 3I9CIIW
SQLB
-
Do
5 28397.7E
2425
-
L.29
S 86.45Ts4ew
40M
-
LB
S 6FO7 521 r
26L17
-
f.27
N 346I OZ W
9A5
-
t72
N Z83v?_T w
1759
-
130
S 659,63 ■
2-vm
-
L13
5 16'57&VN
9R4@
-
R7
N IB 461WSE
429,59
644aoo
04
S 670591W
IIL9D
-
Lu
S SO4'rz rw
I5t7l2
-
us
N 27I3I41 N
3259
-
R8
S 5r0' 39B I
6S33
349ZLO
L16
N 3uif mrw
6.54
-
L32
S 38870E
R2m
-
L71
5 5715. 33B w
IS99
-
R9
N 54 R• • ! £
.1"
3+72M
w
S 2727503E
9w
-
L33
s 563P 53BA
25759
-
R3
N 7.53301E
J&53
9DO
03 r
S Ir 3r &4' f
45AW
-
RI
N 65r7Z1Y
n79 1
237DY)
FTT5
S 622.4IfiN
36LI0
-
1'el\
4 5
P�
25 0 25 50
11111 �~—J
SCALE 114 FEET
-. TIES -TO PROPOSEDI INV. 25 6 _
1"r r""OMIN $TR'186 PROJECT
­
PI383,71"
41
6L / STANDARD, BASE DITCH /
"� •% v SEE DETAIL 8 V -
�. � o� ""d ��r �_•=ti • a i • :f��!fj fI � 1 J�} i/ 4I V
Y1' �% 1
i r
/GRADE
/TO DRAIN I � ` I �' ♦ � J � P , I I�
REMOVE Of i f ' 6 TONS CL RIPRA
L,
SPEC. CL11 DITCH I " - - ,
^a -_ SEE DETAIL A
PSRM-
�'K Cll
4 f 7=
lap
4 Clz C13
$ CLET DITCH . i L� �'•' 1 a- I • R 11 / 1
t 5E eTAIL
4Y— ' Y � I •.- ` ++� I: 1 I o f � � 2 �NS B RIP 41
�: . �_.. •: I`m i I 1 r W77 RL TAB
REM 6YE 61� L�
DITCH T1E5 F -
TO ENV. 26.7Wv1�:-
•,h/"� �?���-/J/ j � f i � � r! � � J p,�r ter„ xa�
_j Of�c '4 ' 7 � 0?E r � Fs�, l�6.. loaf; •; /' r I
Rhoust
L
SASE ENTRY ROAD CONTRLICT P138.1 DRAINAGE NOT SHOWN
DO NOT CONSTRUCT DRAINAGE STRUCTURES 191,192,193 AND 194 4 ':• I l i j o
SHOWN ON CG106 FY12 MCON F1393
ORIGINAL LOW DENSITY .o y
STORMWATER BOUNDARY
SWB 090630 r 1
DETAIL A DETAIL B J
SPECIAL CUT DITCH STANDARD SASE DITCH
1 rk.n sw.l fwuw S�rl �,
o I/n r
9.4D H. 50 LT RECEIVED
G1VR 19+r
CWR 13DTO III r20 RT KG EL.26.36 END EL=26.211 5-0.3%
b1 4 r7
CWR 10 1-755 0 7TO 19t50 IT T•� 23+05 LT ' SEP LV�Z
CWR 20TO 23+5 LT BEG EL.2560 END EL.=25.
CWR 20 TO 22 a 5 RT 57 S=01% 400 D
I
z A
NAUFAC
I
SEA• e
a i
pa
89
MACTEG I RK&K JVXo
ra cv..,ax nrtr
O +
o Z e
U
J
i O
- �
V
4
Wow
Z
2
CCa
w
a 4
Q
z U
Z
Z
Z Z
0
W
O LU
z
Z
1JJ
O
9
? N Q
Cr:Z
r m
--i_
w
LL
Q
P
jS LLI
> .a
N Z
Q
ram- LL
m
U
o J
a
7
Z o
z
scuv,
AS NOTED
-CT va P1363
cuarx, tw*n. w.
IL ll It !l iIRRR
S�EE� •.. w
CG 162

M
1 L J '•T �J
PAVING WIDENING 'C---^'
11 BEGIN GRADING & CONSTRUCTION �61 g
CAR WASH ROAD y
I
POT STA m+IL64 y4
I I ili N.3403173557
E.250M6.2545 R DEN[ryG &
.-� _ �'!,'_ STfi0f94533 �571rR�gC1NG � �N� '�'T/ON �•,s �PO
A r I RESURFACING a ['A✓EiIENT
2
5
�rllt�75 w
iH Fe
s $
me _ !If! e7 4�'� c "') '' el uiE er
POT SOt00AQO101J10 /^
N. 340310.9368 r
E.250i08465437
M M
;__----
I -..
+
C
wN DAD �C {`) ��F� IrtiL�
a ��
.... ........
.
��L!I IJ 'I" ` PAVING Wl NCNG -.--";p'•------- ----- -• d
ce s
��12
8/9345J _ _
-af
C ho�Y.wt. SEAL
scsnrn'�ry
....... -------------
1p
rr
-------------
1 cAR WASH ROAD u
I F-
1 � pl �
ASH STREET
f
II I nn.aCTEC! RKBK JV
HWLWRCP
t n
2012 l` D Q S16W385'CLT1 P15!3 49 93'CLT1 �^ f•r�
5 p Z D _= r Mr 5W D= 0' 53' 429'
R = 3.442M R = 6,400D0 �: rc �• t.a r. a�
3 aM,
4 z
o
u p j J
}
O
WIDFJVING G• RECONS7RUMONLLJ
RESURFACING BEGIN NEW PAVEMEA"T O C70 O
[h ya <n'
BEGIN GRAVING Ca CONSTRUCTION m
40 -CAR WASH a u64 ROAD I Ii =l295 40 S3 x a
f- J
EL 25.55 a V) ? r W
h PGL Q CL CAR WASH ROAD I ccw W a
301
-------------- — _� —
._-=---------------------- -------- '---- ----- ----- '------- a
------------------ -------------------- __------------- , r0� ir-71aXx1 f+1 0000z ----- - -
f.tXi !. f 330q%_ J
'------------------- ------ ( 1 - - - - - - -- _ •... f t103535% 1 - - - '
BEGIN DITCH C-1O3041% Ct1 l ja883% I f t1 O32C1O% 1 c F- z w r
20 BEGIN€ DUTCH ti tik 20
—CAR-WASH- ROAD CAR-W SHIROAD
STA +C)O EXIST GRADE a �— "( ` ` u4
1 I STA 3+25 ELEV 25,'49 RT F
ELEV 2473 LT In $ $ u 1 v] ^ F a
10
a a
4 kl 4 W a- 41 a`W I �u SAS NOTED
"'
rr�� I c..o ccz .d PIM3
l Q O N N !•'S Y o
,'/I '�O ,`�O
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
CP161
1 7 Z A �••. w.or .� a .yn :ee.

{
o°A �� 1
ev
BEGIN GRADING CONSTRUCT16
x` 1 xs so HADNOT SERVICE IROAD \
SCALE IN FEET STA 4000+00.00
N. 341858.7989
CAR WASH ROAD CAR WASH ROAD E.2502654.8195
STA 19+58.85 STA 20+60.96
N. 341539.9373
N. 341609.5934
�
of
E 2502367.6104
E 2502442.2690 cQ
�l
o CAR WASH ROAD a/ A �"�n v O
y STA 18+81.79
ti N. 3414873646+� / a
Q E 2562311.262z s 0 l a.
- .. -- - - 4 `sin
CV)
H CAR WASH ROAD 1291252BS / . • - - - - /;; y oe,=�FEsf
L
-------------
--------•-- - - ~'{------------------•------••------ -----------.». ------- r. " w / rSEALW �+ti !` ' - 035853 -
Z` �`Y�g' _ R25' �� 1 �7r� "
J = C �C� �C� �C / i r -�q. ZV C_'
GAR WASH ROAD air// 1 d �� `k� `•-i c ✓ /JJ iOYK
APT Sta. 2 .44 ;n ✓ � > Val
{rat+ NIACTECIRK&KJV
HWCWRCP s M fr O
" '1
PI Sto 13+72J9 P! Sto 23+l7.97 1 cb
& - 3' 49' 193' (LT) & = 26' 13' 05f (RT) y 1V
D = 0' 53' 42 r D = 29r 36' 59.3• END GRADING & CONS UCTIONr END GRADING & CONSTRUCTION
L = 420Z L = 865-Y CAR WASH ROAD HADNOT SERVICE ROAD f J CAR WASH ROAD S EY[ C m Grt
T = 21354' T = 4505' STA 22+03.69 STA 4002+07.49 + PT STA 23+61.44 a: TC W- CAP Ic. AuP
w
R = 6.400D0' R = 193.46' N. 341706.8849 N. 34I6641575 f I (� N. 341798.0495
E. 2502546.6951 E 2SO2724.3818 ' � ! E. 2502673.2531 � z�
�rerr w,u,
Z
o jug
wZ z
0
boa a w
O END GRADING £a CONSTRUCTION d m Z
-} PI =-19+53D0 CAR_WASII-ROAD, ¢ co Q a
r] EL = -1070' STA 23+61.44 4 < Q a5
41­P! _ l9+OOD0 s PI = 22+60D0 'P1= 23+35 UD m
P,1= 20+gO0O EL z
P! _ l5+5O170 EL = 3025' P,f = 19+80DO P,1= 21+g000 EL = 2950 EL = 30.42 p Z
EL = 2850 EL = 30 59 EL = 2914 U m a
40 Q VC l20 EL = 2974' 40 co H
f. PI-=-19+47DO z ch Z IL
PGL v CAR :WASH ROAD EL = 3059 cc a W o
Lu W a
30Z (+ 7 (-X7.43G0� _ 30 � O a
- - 2
_ f--------- aa5004f- ;-_-=f+J02500%" =11q' r_E - -1089BO%i(-Xi3000Y. (+1r2200. W g i
_--------,-------------------- ------ -t�
V r+1032GO7. r-!0301007. -. (-)0JO00i = ' -
I fn a
i - o A z E ca cV W
EX15T_GRADE_B_ -' �_ BEGIN DITCH ` ~ Z <
20 CAR -WASH -ROAD END DITCH = A� . 20
N $ END DITCH ISTA 20+75 SA 23+H RO���' . , LL m U
2{5N � CAR WASH ROAD 'E1EV 26.46 RT ELEV 25.60 LT 4 �z N o a
STA 18+20 + S E P 1 F 4
10 ° T n p ELEV 26B6RT END DITCH BEGIN DITCH END DITCH E 10 Z `
CAR WASH- ROAD CAR_WASH_4ROAD CAR -WASH -ROAD s T =
4 w STA 19+50 STA 20+5Oj STA 22+75 r o
ELEV 2636 L I ELEV 27B9� LT ELEV 25A RT 1 u•": As NOTED
t h q ervrg, a p up O N h O ry h O N h O ap
M h O. r"i r0 '� cp p „'S Gp pqO. Er'.NCC, `b-: P1383
h W I.ry `O V �'] ► !n h ,,O N r0 Q N orrs,z Cdnx. NO.
Oi Q Q Op QO 2 �0 21 m b V A Oi Oi Q O� C O O
NIK.0 u.wry W.
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23-+-00 ########
CP162
1 7 7 /I

I
3
q
5
C
41i
100% DESIGN DEVELOPMENT
APPROVED11 MARCH 2010 APPROVED �� NORTHCAROLINAENV ENTAIL
NORTH CAROLINA ENVIRONMENTAL MANAGEe MMISSION
MANAGEMENT COMMISSION
DIVISI ATEROUALITY
BASE ENTRY POINTS DIVISION OF WATER QUALITY A
BASE ENTRY ROAD �?-��„ �,�«�,�u.- RECEIVED
MCB CAMP LEJEUNE, NORTH CAROLINA
FY10 MGON P1382
ROADWAY & STRUCTURAL
ENGINEER
A Al)
MACi EC f RK&K N
MACTEC Engineering & Consulting, Inc.
2801 Yorkmont Rd. Suite 100
Charlotte, NC 28206
Rummel, Klepper & Kahl, LLP
Consulting Engineers
900 Ridgefield Dr. Suite 350
Raleigh, NC 27909
MECHANICAL & ELECTRICAL
ENGINEER
E
I1911
CEMS Engineering, Inc.
3509 Iron Horse Dr.
Ladson, SC 29456
TRAFFIC
ENGINEER
10 street
Street Smarts
3160 Main St. Suite 100
Duluth, GA 30096
CITY OF
JACKSONVILLE
EXISTING ROAD
TO BE USED FOR P�
CONSTRUCTION
P ,a
BEGIN PROJECT £C7' [']
CONSTRUCTION
BASE ENTRY RD
STA 45 + 00.00
END CONSTRUCTION
DRIVE I
STA 14+30-0
BEGIN CONSTRUCT70N
DRIVE I
STA 10+00.M
BEGIN CONSTRUCTION
CAMP KNOX RD
STA 10+00.00
2
JUN .1.0 201a
Pxox 4 Dwpgp,(D30 CW
24
e�
J f END CONSTR UCTZON
BOUGAINVILL.E RD
STA 32+90, 0
R
MARINE CORPS BASE CAMP LEJEUNE Og���
5�
441
l _ fag
TAM WA - .END CONSTRUCTION
TERRACE STONE STREET A
srA �I+zo� I
STA I90 0RID
8.00BRIDGE
/WOUNDED
�_ WARRIOR, \ .-
3
'��,.:1Y�3 [+ I — END ARIDGE 7C Ca V yd.
STA I10+4&000,p
T'PY
rQ.Q
BEGIN CONSTRUCTION +��
RAMP C
STA 2200+W.00�
END ROADWAY /
CONSTRUCTION
STA 129+00 0
/END GONSIRUCHON
RAMP C
STA 2217+54J3J
BEGIN CONSTRUCTION
CIIARLES ST
STA 3100+00,00
BEGIN CONSTRUCTION
BREWSTER BLVD PARADISE
STA 1089 + 98.47 POINTGOLF
COURSE
END CONSTRUCTION /
C11ARLF_C ST J/
STA 3112+76.02
BEGIN \
CONSTRUCT102
RAMP B
STA 2900+W.00
'
c
o c•
END CONSTRUCTION
BRE WSTER BL VD
STA 1194+05.73
IVALL END CONSTRUCTION a
iPIFAL HOSPITAL CORPS ROAD
.'STA 47J+10.71
'S
.
.
TRAINING
FACILITY
SCE•/' `•^
���
Jsr
END CONSTRUCTION
HOLCOMB BLVD
4 `STA 3250+25.17
SCHOOL IPA
— END
PROJECT & -
a=�CONSTRUCTION BERKLEY
" BASE ENTRY RD MANOR
STA
136+80.00
PPV Ja
�►�a� . END_ CONSTRUCTION
RAMP�B,�
l a STA ZM+13.16
.�w�'�� MARINE CORPS BASE
CAMP LEJEUNE
R '✓
•a .0
aaaaaa a w��
as
aa�a_
4 i 5
NBC
035965
nTi
PAACTEC 1 RKSK .N
ME
Jrii— lF fA
�'•5 BAH CF. ..H Ifs $�Q
+a•• JFB
r«�•�.:ca SVi
�r Ur.w. G58
xrr:, ry a.
11IU
'Ua
9PI
J
z5i
» Q M
N
Z
00
O
U
Z C
W
U
W
O
.L
Ln
?
at
Uj
W
w
�LLZ
z .r
✓>
W U
.r
it
G J
<
�
Sl
:Z`
sane•
AS I10 i E�
ceA 0.ems P Vw
rr.n-C:nr. �=.._,_r...
s�cer i v gig
G1001

c
DETAIL A
SP IA UI ITCH
I Not to Scoie1
01 ch
We.
a for o 0 �p
B^ Min. O= 0 FT.
/ BERSTk73+5,0 T0_STA'7`414O1T-v
BER STA. 812a TO STA.79+00 LT
BER STA 87-00 TO STA. 87+57 FIT
BER STA.113+25 TO STA.117+$O LT
BER STA.118+00 TO STA.126+87 LT
CAMP KNOX RD STA.10+00 TO STA.12+D0 LT
CAMP KNOX RD STA. 10400 TO $TA_13+00 AT
CHARLES STREET STA. 3100+6$ TO 3111 +50 LT
CHARLES STREET STA. 3100+50 TO 3104+00 AT
CHARLES STREET STA. 3109+00 TO 3li2+75 RT
DRIVE 1 St& 11+DO TO STA 1A+30 AT
0" 1 STA. 10+40 TO STA 14+30 LT
4WD- STA. 1090+50 TO STA 1095+00 LT
-BWB- STA. 1091+76 TO STA. 1094+90 (ITT OUTSIDE)
43W8- STA 1106+00 TO STA. 1108+00 IT
-BWB- STA. III 1+50 TO STA 1115+00 LT
DETAIL R
TUrTM=ION
(Not to 5e4el
Noturd �pP
I I FR
d - 2.9 Ft
Flit.,
b 2.0 = Ftt,:
Fo
Type of L[ner= CaRIOss B Rlp-Rao
��E0.-, STA. 46 +;90�Tp, STA 48+OO�LF
KNOX RD-�57A:2p+k50 TO �ST.I'23 +00 lT
-BWB- STA. 1126+00 TO SIA 1127+25 (AT OUTSIDE)
STA 10+65 TO STA 11-75 LT
-STS- STA. 608+75 TO STA 611-25 RT
-NCR- STA. 412+43 TO STA 413-50 AT
-HCR- STA. 415+55 TO STA Al 7+37 AT
HCR-, STA. 412 t DO TOr STA. 413 : 00. LT
-BER- STA. 56+00 TO STA.60+00 LT�
ZN�-BER- STA 5$+75 TO STA 57+00 RT
-awli- STA 1122+95 TO STA 1127+75 LT
4 WB- STA..1130+50 TO STA 1133+75 (AT INSIDE)
D TAI Ci
4WB-STA.1134+50 TO STA 1141+75 (AT INSIDE)
W AS
STANDAI Not to SweDITCH
4FW8- STA 1134+00 TO STA 1134465 LT
i N i
-BWB- STA. 1151+75 TO STA 1156+25 (RT INSIDE)
round y D , Crpund
-BwB- STA 1152+25 TO STA 1159+00 LT
-BWB- STA 1163+00 TO STA. 1166+75 LT
B• Ft.
-BwB- STA 1166+50 TO STA 1167+00 (RT INSIDE)
-BER-
STA 113+30 TO STA 113+39 LT B-4,0' D-1.5'
_6WW- STA 1168+50 TO STA 1169+75 IRT INS90EI
-BER- STA. 131+25 0-4.D' D-1.25' L-60'
-8wI - STA 1177+95 TO STA 1178+00 (RT INSIDE)
( ITS- STA 614+50 TO STAY619+60 RT 8-4.0' D-1.7'
�
-GwB- STA 1178+75 TO STA. 1181+00 RT INSIDE)
( 4
-BER- STA. 45+60 AT TO -VD- BVD- STA 11+70 LT B-4.0'
-BWB- STA.111!12+00 TO STA.1183+00 (RT INSIDE)
4V413- STA 1183+50 TO STA 1183+80 (RT INSIDE)
-8WEI-- STA1176+50 TO 1178+75 (RT OUTSIDEI
-Bwll-- STA TWO +75 TO 1181+00 IRT OUTSIDE)
-UW13- STA 1162+DO TO 1143+00 (AT OUTSIDE)
-BWB- STA 11H3+50 TO 17B4+50 IRT OUTSIDE)
-HOL- STA. 3242+o0 TO STA 325o+25 AT
-RAMP B- STA. 2303+00 TO 2307+50 LT
-RAMP B- STA 2307+50 TO 2313+00 AT
-RAMP B- STA.2307+50 TO 2313+50 LT ID-1.251
4LkW B- STA. 2309+50 TO 2310+50 LT (ALONG BOY SCOUT KO.)
-RAMP C- STA 2211+00 TO 2214+00 LT (D=1.5'I
-RAMP C- STA. 2214+00 TO 2217+00 LT
-STS- STA 601+00 TO STA. 602+29 LT
-STS- STA. 601+00 TO STA. 602+50 AT
-STS- STA 607+00 TO STA. 611+00 LT
-STS- STA. 607+50 TO STA 609+00 AT
-STS-STA. 619+00 TO STA. 624+00 LT
-TS- STA. 620+00 TO STA 624+50 AT
-HCR- STA. 407+DO TO STA. 409+75 AT
-HCR- STA�405+00 TO STA. 409+25 LT
HCR= STA'A18+25`TO'STA.-419+00, R
�TCR-. STA 418+25-TO _STA 4Z1f 00,LT_ �\
�
I( �1
-NN7C= STA 500+70 TO -BTi: 502 +75,81� AT
-NSA- STA 700+25 TO STA. 704+25 AT
7240}]S,TO _STA 32a+96 :RT .ter
1, -BOY SCOUT ACCESS- STA. 8993+00 TO STA. I, -+DO iT
STA 1112+S. TO STA iiiA+00 AT
I
-ewB--SA-111$+25TO STA1119+00RT `J
r
DETAIL L
CHANNEL RELOCATION
1 no* rd 5cdes
b
`Fill
ulna r j
2.0 Sbpe
B Mln. D = 1.0 Ft.
B=F0 Ft.
b= 10.0 Ft.
-HCR- STA 402+00 TO STA 404+DO 0.T
DETAIL C
LATERAL 'V' DITCH
1 Not to Scdel
rax%a i ,'V Slope
Min. D - f-OF t.
b = 2,0 Ft.
BVD_STA. 2_9 4+ 89TTO STA . 30 f 46 LT
CBER STA~64+00 TO STA..72+50 LT
DETAIL H =
FALSE SUMP
I Ncr tp xde>
atslae Ditch - ci
Trplflc Fbw fz,p[_
Cl
S 01tcn Slope 4 Proposed Ditd=
BER STA.51+00 LT
BEA STA.53+50 IT
STS STA 621,00 AT
I C R�ST.A. 42B+00 "R
DET_ AIL D
LATERAL BASE DITCH
(Not to S.Ael
5bpe
(el Min.O =I.0 FT.
B aC Fl.
b-ri vc,les - See YS
-BER- STA 72+50 TO~STA. 74+05f LT, D=T.5' B=4.0
-aER- STA,176+90 TOSTA. 130.75 LT. D=1.5' B=4.0
-BER- STA 131+50 TO STA. 135+00 LT, 13=1.5'8=4.0
-BVD- STA. 11+70 TO STA 14-DO LT, D=1.5' 6=4.0
-STS- STA.609+00 TO STA 613+65 RT, D=1.6' B-=4.O'
DETAIL I
FALSE SUMP
1 Npr T spdel
Meelan Dltcn
9 �I21-
e Cnart Belowl---;--- 20'�-I Tzfh
- S e Sbpe ¢ Propose
PREFORMED SCOUR HOLE
'NOT TO SCALE
Pxmw=erd Sell lrnForo.rneN PLAN VIEW
motrilq
1tS1LW
/
po M
A
Xw Fid• RsM
'1�',
SECTION A -A
RFT Id IV OR 189
0
INILOW ISRl4
__Sy74 I raoLNO
U"i" C1A55 a ROW
w1IH FRIER fFLRIC a
M1N. 1' TLC[
BE0. STA: 57`+25� AT
BER STA. 73+23 AT
BE0. STA.87+62 0.T
BER STA 114-15 RT
BW8 STA. 1106+80 {RT OUTSIDE)
,BER STA j1-75 ITT
BER STA 51+00
BE0. STA 57-25)
BER STA 61+75
BER STA 114-32
BER STA. 119+75
BER STA. 127+00�
BER STA.r6
4%
DETAIL
SPECIALE
I Not to Scdel
DITCH
Goarw
Dil.h
Sane
MIn.D' 1.9Ft.
/1
B= Ft.
-BER- STA: .74+40
-8'N6-)STA?1721`+75�T0 STA IIZZ+00 (RT INSIOE}0-1.0'B-3'
-BNB- STA. 1122+00 TO 5TA 1122+75 IRT INSIDE) D-1.0' 8=6'
-BWB- STA. 1123+25 TO STA 1129+75 (RT INSIDE) D-1.0 B=4'
-8WB-STA 1133+75 TO STA 1134+50 (RT INSIDE) D-2.0'8-2'
-BWB- STA. 1142+50 TO STA 1149+25 (RT INSIDE) D-1.O' B-4'
4rYvb- STA. 1i70+50 to STA 1172+50 1RT INSIDE] D-1.2' 8-2'
4rWB- STA. 1173+25 TO STA. 1175+75 [RT INSIDE) D-1.O' B-4'
-BWB- STA. 1183+80 TO STA.1186+00 AT INSIDE) D-1.0' B-4'
4wB- STA. 1188+DO TO STA 1190+DO IRT INSIDE) 13-1.0' B-4'
-81N1ti STA. 1123+25 TO STA. 1126+00 IRT OUTSIDE) D-1.2' B-2.0'
43wB- STA. 1130+50 TO STA. 1138+00 1RT OUTSIDE) D-1.5' B-2.0'
-ffWB- STA. 1151+DO TO STA 1158+50 (RT OUTSIDE}
DETAIL J
FALSE SUMP ' 3
i No, to xdei
Wterde Olten -
TroffIc FIe-
2' �-
G
S=Dlicn Pope [Proposed Oncn
aE fSTIy SI+DD`RT��
C- 1
BwB"STA 1166+T5"LTA
HCR STA. 417+75 AT
DETAIL F
TbE-Pk6T 01,1
I", To Scde)
\qP
Nptlyd %
fielwrd b �,P
d = 2.0 Ff.
b 2.0 = Ft.
Type of Liner= PSRM
A WB- STA. 1096-25 TO STA 1102+00 1RT OUTSIDE)
-8WBr STA. 1137+50 TO STA. 1141+00 LT
-BWB- STA. 11A7+25 TO STA 1149+75 LT
DETAIL K
STERYLRU- 71ATCH
I Not to Se W
�outa
III, D- 1.51`t.
-BWB- STA. 1189+35 AT TO -HOL-'STA. 3242+00 RT L-172', S-0.00%
-RAMP C. STA 2211+75 LT L-15(Y,S-0.30%
-RAMP C STA 2714+00 RT L-90', 5-7,78%
34:44:14 Pro �15-07-201
4Y41r rrgr�4w
;. oF455j ,
SEAL
033184 -
ff DTI
PAACTEC ! RK&K JV
K�
le Rw=+4+ KF�
T. WE
.es ABE W-1 JLE Ic- JhV
SM8
nlcT c w.-� LSS
wteH MTM
s U_
Lj
H a
J
S�
o
O_
v
- I
�
C
Z
00Lo
d
J
O
L)
C
V
0 L'
o
Z
V to
_
W
W
`
u
Z
m
Ja_
w
d
W
�J�
`
a �
J
=u
` Z
2
a
O
Z
cxc, a5 IIJiEO
-wo2c1 N^ F-13E?
CG501
7
W

I
I
L
BL=1
BL-2 `
;
BL-31
PI
Sto /+09.21
PI Sta 2f49.41 -' �
PI
Sto 3+18.751
A
= 75' 00' 00.0' (RT)
A = 70' DO' 00.ON (RT)
1 p
= 80' 09 00.0' (RT)
D
= 477' 27' 53.4"
D = 130l13' 03.T
D
= 229' 10' 59`:2"
L
= 15.7r
L­5376'
L
= 34.91'
T -
�
=-9:21'—
T T 30.8P
�T
- 20.98'
R
= 12.00'
R
- 25.00'
an
5
xA
m
ar c
fJ 46
FI
J
BL -4
PI Sto 4-PO8.69
A =
70' 00' 00.0" (RT )
D -
229' 10' 59.0
L =
30.54'
T
R -\25.00'
17.51'
i
BL -5 T
P1 Sto 5 �29.72
A =
65. 00' 00.0' (RT)
D =
477' 27' 53.4'
L =
13.61'
T =
7.64'
R =
12.00'
SWING,,GATE
' 1 X 1 + 70 +/-\
i \
\
IIleWA
97
'
Z7
--------------
,
,
r
I I
r I r 1
r + 1
f I ++ + +
J
Ir
,
1 I
!1
V
f
1 1
I X,
A
14 + 05.00
120.00
3
s
•y � 1
FOR BASIN SECTIONS SEE SHEET CG507
FOR OUTLET STRUCTURE DETAILS SEE SHEET CG508
FOR RIP RAP OUTLET DETAILS SEE SHEET CG508 !
FOR TRASH RACK DETAILS SEE SHEET CG512
FOR VEGETATION PLAN SEE SHEET CG513
' 25:00
1 1 PE NENT POOL
WSE- T.50 '.
'CONSTRUCTION
LIMIT OF' PROPOSED
ROADWAY CONSTRUCTION,,
A I
i
s
I r & CHAIN LINK FENCE +
iE NCDOT STD. 866.01 03-54-48 P;,Q7-28-2010
DES 84 = 3
DTZ
4 � �
MACTEC 1 RM JV
1 fJ
11
A6B Iwr 46 la AM
,p6
3+15 00 1 1 w,n rrTM vim
Z
m
00
O C CL
\ V z W
0 m a
z W m z
yp 0
J r
/ y 4 z LJ
�„
`o
4 Z
�� scud• .` AS NOTED
10 0 10 20 ;;
I . ..........
f SCALE 1N FEET
s.c_i :5 t+ 819
CG506

I f-
20 20
EXISTING GROUND
----------------- ------------------
-----------
_
15---------------------------- 15
____ ____________ - Qr
37 CONSTRUCTION
TOP BERM ®®®�
10 I EL. 7.5050 10
13.5'
_ EL. 7.50 PERMANENT POOL EL. 7.50��
10:1 BOTTOM OF POND 03:54:50�P „ 26.20a0
_ 27.0' `3' EL.3.00-0se�c°`�;',,
5 I� 6.5' 5.0' 3.7 5 vF�fS�
------------------- -------------------------------------
033184
BOTTOM OF FOREBAY ----R------- +
SEDIMENT CLEAN OUT
EL. 4.50 SEDIMENT CLEAN OUT EL. 2.00
EL. 3.50
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20
SECTION A -A MAST K
_ �9
EXISTING GROUND "$ FV` �. "� :M Jjp
a.w JPB
w.na .,N,ra $Al i
av nr.:na G55
15 15 ttru,rww Al7M
_- _______----- O _ J
Z c. J
o
CONSTRUCTION
10 10 u ❑ N c
10.0' u Z 00
m�
PERMANENT POOL EL. 7.50 ° Z c
BOTTOM OF POND w v �; Ln
EL. 3.00 c L
me
Z
in Uq
5
W m z
W Z o
----- -----------------
SEDIMENT CLEAN OUT w m w
EL. 2.00 L--
` {y � lJJ
2,5 0 2.5 5 r < -
0+00 0+10 0+20 0+30 0+40 0+50 0+60 o Z 6 ti o-1-
VERTICAL SCALE IN FEET :. E: AS NOTED
SECTION B-B
HORIZONTAL SCALE IN FEET
CG507
n

t h
Y TEMPORARY POOL EL. 8.50
PERMANENT POOL EL. 7.50
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD DETAIL 840.45
WITH SOLID WALL SECTION. WAFFLE WALL SECTION NOT
PERMITTED. L=5.0' AND W=5.0'. POUR BOTTOM SLAB 1.25'
THICK TO PREVENT FLOTATION OF OUTLET STRUCTURE.
'k :1
PROPOSED GRADE
12" �1
4" PVC CAP WITH
REMOVABLE SCREV
PLUG
TRASH RACK
OVERFLOW EL. 8.50
06 ORIFICE INV. 7.50
a
a a--------------10:1
G - A
OUTLET INV. 5.00
a
p a p G s G p 4 p a P 4 Ge 4
5.0'
SECTION THROUGH OUTLET STRUCTURE (NTS)
OVERFLOW EL.8.50
30" RC OUTLET PIPE
RCP
ENDWALL
NCDOT STD.838.01
NwlirA,c
54:52 P p,?-26-2010
5'�5� •,
SEAL
033184
DTI
OTV
MACTEC1RKBKJV
l_Ll'}I 1�-y2 L h I_ I L f'}!_�
�'W-%, TO h
ors ABB IN. JLB I'-» Jhu
}1_I
F. 1�` Jlj d�_ l
_U.#-I...I_t wl
wn JRE
�•�L .."I, six
1� LI_l l
7
B B
uuu�L irrn 1�7M
z
I
A
z
7
PLAN
°
EXIST. GROUND = I
00 N C
Z CO p
�CL. a
)RIFICE INV. 7.50 - --` - ENDWALL EXIST. GROUND d �'
3: NCDOT STD.838.01 o c
� ui
1 , 18.0' ` I ? v m
30" RCP ----------- --------- --------- ------- --------- -- 7 W o in
3.1 }I 3 z ; Lu
5 Or I 1 1� ! 1Z I_l 1 111 IJI _I 1- -! 1 l -!_ 1_Il l t�l.l w u y
Z
4" PVC CAP WITH
2" DIAMETER ORIFICE
DRILLED IN BASE
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS)
CLASS I RIP RAP CLASS I RIP RAP
W\FILTER FABRIC W\FILTER FABRIC r
1.5' THICK 1.5' THICK
> U
Z v
SECTION A -A SECTION B-B
scut: AS NOTT 0
EiwsrRc co�i �. w.
DETAIL OF 30" PIPE OUTLET (NTS)
12559-50
`�L+EEL 47 CIS
CG508
7

BL -1
PI Stq 1 f25.00,
0 = 90` 00' 0017 (RT)
D = 229'10'59.2"
L = �39.27' '
T = 25.00'
R - 25.00'
J7A
CLEAR 20' WIDE PATH —�
FOR MAINTENANCE ACCESS
1420.00
34.0000
PC StO. I
BER Sta. 1
z
I
POT SRO. 1
1` V�c>, PT Sto.
li.
V
1
I
1
\ I
\ I 1
4 �
\5+43. 0cw
33.0000 :lB w/MH
O ill
cl-
1
,
PI Sto 5-f47.81
0
= 90° 00' 00.0" (RT)
D
= 229' 10' 59.2"
L =
39.27'
T
= 25.00'
R
= 25.00'
�12' DOUBLEL
SWING GATE
1 + 65 +/-
0
S 50, 00' 00DI, E
OUTLET TO PROPOSED
BORROW PIT
101110- H WM �
1e
A '
S W B-14
SHWT=16.83'
\\
�F.OR-BASIN SECTIONS SEE SHEET CG510
FOR OUTLET STRUCTURE DETAILS SEE SHEET CG511 $
OR`,TRASH-RACK DETAILS SEE SHEET CG512
FOR VEGETATION PL4N SEE -SHEET CG513
- CLASS I RIP RAP �'�4 10 0 10 20 J Q
NCDOT STD. 876.02 N-1001,
SCALE IN FEET
/ram
TIE PROPOSED ROADWAY GRADING, jII M - ®-
TO n POND GRADING -'SEE _ROAQWAY-
CROSS' SECTIONS�FOR DETAILS �Feed R-te
)4:44:17 'hj,rt5-07-2010
�1'0QLl4T" ` �
. OE455 A�Vy':i
SE �.
94.00 V �� �/ / 033184
0000 1/ 'FCC 1N4t�
6' CHAIN LINK FENCE ------
NCDOT STD. 866.01
�.�
BL-2
4�RK
gg
mil
3k
�\
PI Sto 2+99.27
zl�l = 90' 00' 00.0" (RT)
MACTEC ! RKBK JV
D = 229' 10' 59.2"
`
L = 39.27'
�13.54 T 25.00'
_
R - 25.00'
C
PERMANENT POOL
oes AIR IL.r J'AM
Ao0 fo-
WSE = 16.50
'�
eairx uvux SMN
i�r fxH� G56
�
BL-3
u",r. z. uru
E
C
PI Sto 3+73.54
\
� = 90` 00' 00.0" (RT)
? o
\C
D = 229° 10' 59.2"
L = 39.27'
\
'
-�48.54 R = 25.00'
W o
N
Z
ao
ch a
m
\
/
SWB-13
°
Z
i
\
SHWT=16.00'
0
Z
O LJJ
—I
a
ccw
V m
N
C m
V 1
_T - 3+62.00
Al25.0000 7(?° (1�' (I��
2
i`)":'nl
lip-
�,
Z
.i i'r
w
_
Y
O J
p
sNOTEDF
CONSTRUCTION . 4+53.00 �;'� -� �
' 15.0000
TIE PROPOSED, ROADW_A) f ADT G �.�
xew.c
;n
TO PONDiR.ADING -� SEE ROADWAY
iz,r•xnxuxxn._9_.s�
KEr E I ols
-SECTIONS FOR DETAILS �. ; `�
� �, I 1_--
CG509

_v
1 z S G t)
2.5 0 2.5 5 1
25 VERTICAL SCALE IN FEET a
5 0 5 10 e
EXISTING GROUND
HORIZONTAL SCALE IN FEET
p----------------------------------------- -------------------------- ---------------------------------------------------------------------------------- ------------------------------
2 CONSTRUCTION 20
" 6
OP OF LINER v'.� 15.0' g
EL. 17.00 SEDIMENT CLEAN OUT
EL. 12.00
EL.-16.50 _V PERMANENT POOL EL. 16.50
15 BOTTOM OF FOREBAY I 0' BOTTOM OF POND 15
EL. 13.00 o EL. 11 AO -
------------------------------- --- SEDIMENT CLEAN OUT
EL.10.00�
ib.0' fO:Ofi:24 „;5: ;-21-2013
------------------ os'rr"�a�TCAep��-
:�? �ftS31p,��y •:
10 NATIVE SOIL (TYP.) i 10 sE�� f•=
RK
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 9Tz
MACTEClRK3K N
SECTION A A
25 = CLAY POND LINER 25
i�9Y�al' r<K
EXISTING GROUND
w.
-------------------------------- n,o
•rrSP 511f
ON TR, .a ufu
20 � ,; � � CONSTRUCTION 20 - U
3 TOP OF LINER
ab J
EL. 17.00
�
;:tipb
10.1 r PERMANENT POOL EL. 16.50 10:1 a o y
z
C . — 0' i a
15 1 .0' SEDIMENT CLEAN OUT 15 m
< Z m .p
O EL. 10.00 "2 °' V,
z o
BOTTOM OF POND `3� TOP OF LINER o
EL.11.00 EL.17.00 Q'L w
Z N
u
----------------------------------------------------------- AP
10 NATIVE SOIL (TYP.) v Z
35.0 TIE TO PROPOSED R NIPA(Y GRnAID NnG N IFiI�lpNC �ENTAI Nzz
w Z o
SEE ROADWAY CROSS SECTIONS'M�NT COMMIS ION : p
O FOR DETAILS iY A1149, 2 _ z
DIVISION OF WATER QUALITY 7— 013J� � � p �
Z:
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1
��� u4c. a5 hOiEQ
WAR 18 2�3
SECTION B—B�mTM"-""'
Rev C��J/%�'®/ 12559352
BY.- - aI �i/ s T 49 w r19
CG510
1 2 3 4 5

r a f{M Y.'y rtT, 'r
r� � �� L ��`� R �% � � f,
� e �1•� � � �'.t... 3 ti
y �4
�i!

TEMPORARY POOL EL. 17.50
----_--LPERMANENT- POOL 'EL.-16.50
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD DETAIL 840.45
WITH SOLID WALL SECTION. WAFFLE WALL SECTION NOT
PERMITTED. L=5.0'AND W-5.0'. POUR BOTTOM SLAB 1.25'
THICK TO PREVENT FLOTATION OF OUTLET STRUCTURE.
TRASH RACK
OVERFLOW EL.17.50
ORIFICE INV. 16.50
d a --------------
OUTLET INV. 14.00
4
A b
p- a-
- D g L a e U • A C N
5.0' 30" RC OUTLET PIPE
PROPOSED GRADE
SECTION THROUGH OUTLET STRUCTURE (NTS)
12"
OVERFLOW EL. I f JU
3 71;1L�I�liP�L•�.•i1
L vVVY1LI L1% %,M111VG
DRILLED IN BASE
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS)
3:5a:5�?-26.2010
os zte •,,
c;=pVt5S7�
- SEAL i -
s 033184 I
r DU
om
MACTECIRKBKJV
M, ABB IC•• JLB k+ J*U
x� JAB
a.k. row.t_ SYA
GSB
EEan•.4a� )AIM
E
Ur �
Z
�
C
CV
O
V)
0
a 211
m
Z W
O
z
V 4
o
z
z
3
� L
Ld
Z
<_
14;
0
�U
m
O
1
s -'-E-
AS NOTE{+
ECx.rt[i n-0,, c-1382
I?559353
—T 50 ;F 619
CG511
7

L
J
J
VEGETATED SHELF PLATING REQUIREMENTS
BASIN Al
PLANTING
VEGETATED SHELF
SIDE SLOPES
BASIN A2
TABLE 1 - VEGETATED SHELF PLANT LIST
SCIFNTIFIC NAAIF CnMMnN NAAAF MIN STnfK PI ANT rFNTFRk 7nNF
ACORUS SUBCORDATUM
SWEETFLAG
PLUG
2.0'
A
AUSMA SUBCORDATUM
WATER PLANTAIN
l PLUG
2.0'
I A
HYDROLEA QUADRIVALVIS
WATERPOD
PLUG
2.0'
A
IRIS ARGINICA
BLUE FLAG IR15
MUG
I 2.0'
A
JUNCUS EFFUSUS VAR. PYLAEI OR SOLLJTUS
( SOFT RUSH
PLUG
I 2.0'
A
LUDWIGIA SPP.
I PRIMROSE WILLOW
PLUG
2.0'
A
PELTANDRA VIRGINICA
I ARROW ARUM
PLUG
2.0'
A
PONTEDERIA CORDATA
PICKERELWEED
PLUG
2.0'
A
SAGITTARIA LATIFOUA
DUCK POTATO
PLUG
2.0'
I A
SAGITTARIA LANCIFOLIA
I BULLTONGUE
PLUG
2.0'
A
SAURURUS CEKNUUS
LIZARD'S TAIL
PLUG
2.0'
I A
SCHOENOPLECTUS TASERNAEMONTANI
SOFT STEM BULRUSH
I PLUG
2.0'
I A
SCHOENOPLECTUS AMERICANUS
THREE -SQUARE BULRUSH
I PLUG
I 2.0'
I A
SCHOENOPLECTUS PUNGENS VAR PUNGENS
I PLUG
I 20
i A
SCIRPLIS CYPERINUS
WOOLGRASS
! PLUG
20
A
ZIZANIOPSIS MIUACEA
GLANT CUTGRASS
PLUG
2.0'
} A
ASCLEPIAS INCARNATA
SWAMP MILKWEED
PLUG
2.0'
B
CARER TENERA
QUILL SEDGE
PLUG
2.0'
B
CHELONE GLABRA
WHITE TURTLEHEAD
PLUG
2.0'
B
EUPATORIADELPHUS DUBIUS
DWARF JOE PYE WEED
PLUG
2.0'
B
EUPATORLADELPHUS FISTULOSUS I
JOE PYE WEED
PLUG
2.0'
B
EUPATORLADELPHUS MACULATUS I
SPOTTED TRUMPETWEED i
PLUG
2.0'
B
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW I
PLUG I
2.0'
B
HIBISCUS LAEVIS
HALBERDLEAF ROSEMALLOW
PLUG
2.0'
B
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW I
PLUG
2.0'
B
LOBELIA CARDINALIS
CARDINAL FLOWER I
I QT. POT
2.0'
B
LOBELIA ELONGATA
LONGLEAF LOBELIA I
PLUG
2.0'
B
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA I
PLUG
2.0'
B
RHYNCHOSPORA COLORATA
STARRUSH WHITETOP I
PLUG
2.0,
B
SACCHARUM BALDWLNII
HARROW PLUMEGRASS
PLUG
2.0'
B
ZONE A IS FROM "' BELOW THE PERMANENT POOL
ZONE B IS FROM 0-6' ABOVE THE PERMANENT POOL
PLANT MATERIAL REQUIREMENTS
1. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
2. THE SUPPLIER(SI OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE ORIGIN OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM USDA HARDINESS ZONES,
3. SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO GOOD HORTICULTURE PRACTICES AND
GROWN IN A CLIMATE SIMILAR TO THE PROIECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE, INSECTIVOROUS PESTS, DECAY, (NIUREES AND ALL FORMS OF
OBJECTIONABLE DISFIGUREMENTS. TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND ABRASIONS. PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK {ANSI Z60.1) FOR CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED.
4. ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE FORM FD THROUGHOUT THE POTTING MEDIUM SO THE SHAPE WILL REMAIN AND THE MEDIUM WILL HOLD
TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD FOR NURSERY STOCK).
5. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. THE
CONTRACTOR MAYBE RESPONSIBLE FOR REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE ENGINEER.
6. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS ICARE AND REPLACEMENT PERIOD) OR UNTIL FINAL
ACCEPTANCE, WHICHEVER IS THE SHORTEST.
PLANTING SPECIFICATIONS
1. BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE POND SHOULD BE IA' BELOW NORMAL POOL.
2. PLANT SPECIES FROM THE TABLE 1 (VEGETATED SHELF PLANT LIST) ARE TO BE PLANTED, BY HAND, WITHIN THE VEGETATED SHELF AS SHOWN ON THE PLAN. SPECIES ARE TO BE MIXED TO
PROVIDE A VARIETY OF PLANTS OVER THE AREA WITHIN THE SPECIFIED ZONE.
3, PLANT NO MORE THAN 10 PERCENT OF ANY SINGLE PLANT SPECIES,
4. PLANT CENTERS LISTED IN TABLE 1 ARE THE MAXIMUM ALLOWED, A MINIMUM OF 50 PLANTS PER 200 SQUARE FEET OF THE VEGETATED SHELF MUST BE PLANTED, THE MINIMUM TOTAL
NUMBER OF PLANTINGS PER SHELF IS AS FOLLOWS:
BASIN Al SHELF AREA = 3620 SQUARE FEET MINIMUM NUMBER OF PLANTINGS = 905
BASIN A2 SHELF AREA = 4725 SQUARE FEET MINIMUM NUMBER OF PLANTINGS = 1182
5. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-DUNE) OR LATE FALL (OCTOBER-NOVEMBER).
VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE SURVIVABILITY.
6. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75% OF THE HOLE, TAMPING,
AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL ASPECTS OF THIS PROCEDURE SHOULD
OCCUR IN THE SAME DAY. THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS.
7. THE CONTRACTOR SHALL WATER ALL PLANTS, AS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE AND REPLACEMENT PERIOD)
OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST.
S. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER: HERBACEOUS VEGETATION (IF WATERING IS
REQUIRED) - 1 GALLON.
9. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DESICCATION OF THE ROOT SYSTEM. -PLANTS SHALL BE PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS.
PLANTS THAT CANNOT BE PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE
IRRIGATION AND ON -SITE PROTECTION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT M COLD STORAGE (38• - 42- F) AT 75 46 HOURS BEFORE PLANTING,
10. PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION. CONTAINER GROWN AND
CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE STEMS DURING
TRANSPORT TO THE PLANTING SITE OR DURING PLANTING.
11. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT THEY ARE NOT
POT BOUND: POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH WITHOUT FURTHER CONSTRICTION
OF THE ROOT BALL.
12. PLANTING HOLES SHALL BE BACKFILLEO WITH TOPSOIL FOR PLANTING PLANTS FURNISHED BY THE CONTRACTOR. TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH
ORGANIC MATTER, IF THE PH 15 NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE OR AN ALTERNATIVE SUPPLY OF TOPSOIL SHALL BE
SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL BE MIXED WITH ORGANIC
MATTER AS SPECIFIED.
CONTRACTOR INSPECTION
I- THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLANTING TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING SPECIFICATIONS HAVE BEEN
MET TO THE FULLEST EXTENT POSSIBLE AND REPORT THE WRITTEN RESULTS TO THE OWNER.
Z. IN AUGUST OR SEPTEMBER THE CONTRACTOR 5HAtt CONDUCT A SITE INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL TO DOCUMENT
REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON -SURVIVING PLANTS DURING THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN CONTRACT
DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST.
4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WTI H REPLACEMEN I OF ANY PLAN 15 1 HA L DIE IN EXCESS OF 15% OF THE ORIGINAL NUMBER OF PLANT STOCK.
5. IF NATURALLY RECOLONIZED NATIVE SPECIES OF EQUIVALENT WETLAND INDICATOR STATUS EQUAL OR EXCEED 80% SURVIVAL, REPLACEMENT STOCK WILL NOT BE REQUIRED.
6. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN INSPECTION BY THE OWNER CONFIRMS THATTHE PLANTS HAVE BEEN MSTALLE❑ IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS.
SIDE SLOPE PLATING REQUIREMENTS
I. S1DE SLOPES SHALL BE PLANTED WITH CENTIPEDE GRASS AT A RATE OF 20 LB/ACRE OR SPRIGGED AT A RATE OF 33 6U/ACRE.
2, SEEDING SHALL BE COMPLETED BETWEEN MARCH AND JUNE. SPRIGGING CAN BE COMPLETED FROM MARCH THROUGH JULY WHERE WATER 15 AVAILABLE FOR IRRIGATION.
3. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 300 Ul/ACRE OF 10-20-10 FERTILIZER AT INITIAL PLANTING ONLY.
4, PLANT SPRIGS IN FURROWS W?TH A TRACTOR -DRAWN TRANSPLANTER, OR BROADCAST BY HAND. FURROWS SHOULD BE 4-6 INCHES DEEP AND SPACED 2 FT APART. PLACE SPRIGS 2 FT
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL. BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP K:2 INCHES OF SOIL WITH A DISK SET STRAIGHT 50
THAT SPRIGS ARE NOR BROUGHT BACK TOWARDS THE SURFACE.
S. DO NOT MULCH CENTIPEDEGRASS
3
t
r4jud"_-Ac
44:19 Pry3-n5-07-2(
SEokL
033104
MACTECIRK&KJV
:ter tn�:i.rx
GSE
[rwt�su.2�
MTV
V
sun
w
z
L
u e
27
- I
O
z
Q
-
w
O
_Md
w
U
C
U
O W
a
Z
V H
LI)
a
Z
z
to
0
Z
L7
w
0
LL
Z
W
F-
w
- J
w U
Z
ro
I]
LL
C
4
F-
w
J
O
31
r Q
�Z
r
m
cPuo.xn x^� P-1382
.r•. w w.
�12J59�57
1)
11
G
CG513

1 i 2 i 3 i 4 i 5
1
MIND
imllnualloam
M
!.
■■■
m.
■■■i•
.
�■
i•
iiii��r!'!�Ii•fiiw��fii<�Ii•����
iii•iiv■■■iii<o.E
�E■■■w�®Ci�i.��i1i�i■■
r�■w■i-i.w�arw
WAE
■■i•
■i•.■..■
..■.■
isii�ii�w..�
��_..0■..1i0..i<
erwt.■a■�m..ii..r_.o
_ii�i•io�.a■i,■�.m■■.....■m
m���-..:.`....�i•��
.a
m_i■i'�■■-_o
i•iai•�i•i•.■i�i.■■■■■■■..■■®m��
-.
®�f0i•..I_�i�.�H
.....m_71:......_
®i�.i•di>�i`�ir_-
..■.m�r�-_-_.�
�...ii•oi•............■■....i0��iii
i•.■i•i•isa�■i�■■■i•.■■i■■■■■■■■....
� ' i
--
M
EE
HIE
I
m
�E
..iv■Ea11E1EEE
EMENA
W�IminMNE
=V
::
,
__
MINI-
...■�.......
-o�:::
_
nInE
E�
=WN
BEEEC1111
-
IUMMEME
ESE::-
�_�
;
milm-w.E-
INSE
�
m�mi•i•i•���■mi■__.�©©.■■■■mw
__o..
-i
w.■■■
i•.i■•
■■...■■■.■■.■■.mm�i_
i�imm�i..■■■��ii■ai•wiw.i.iiww��■■■maa-i{E�it__aa_�u—ii�i
w■��.■�iaiuw■►i■i■■a■��■■■■■■©■■■mm�w�
:-
i�ner�i•■■■■��_ie____.©©®....■.d._____m
i•r..■.�i•_■•ii•■a■..■m■■■•■■....a■��
.
�mR'�di•iii�+_______�.i0■■m_______.
i•.i.i1i•i•d'��■.■■...■■.■■■■■■.m���
®�
�=�eEEE==�EEMEMEMEMI
E
Ei�EM
EEE�
a
I0ON1EMME
�m1polIEiiieIi
�e
i�m�w
��ami•®is��i■o��i•wwit■u��.a■■mw..i•.._.
-
■■■i•i•-[.■�.i•■■�.■u■■■■L�.■mm■��
emmu��i•i•��ir.ri.■■i■wi.�■i....i■■■■�■���w.i.wwIN
Iw�■■■.Ei•®ar■i•■■��■■■■i�■■■.eemi.■■��
�m��is®ii�®..©i..i..�.©ia.■■■■■■■■_.w■r.i�■.n■
...■■�ii•��■©■i..■■■.■■u■.■u.��i_
i
-.■■■ii•a�
i•.■..e■■�■e.■■■■.m��
..��e®ii���ii��i•�.i_...�.Ria_iv■a.■■.■_..ii•..o
ESE-■-�
E
�EEE�
--
BEMEE�E
In'
EEC
Ill-Im��Mm�
BEEEEmE
lrolm
::
MEM
WINE
NE
r�i�®i�i•i�i�ii�.�-..�■ii_m_o.a.■■.■itami.i.w_i■.
■i-■■■�.iii�aa.a■..■.■■■:�■..mm��
ir.�d���ai•.�_wi.i■__iom_i•a.■m-_ww_-�■
i.�■■■■■ai•si.�■iv■..■■■e■■■■■■■m■■■■�
r�ei�i�e■,�ii�■�____._�ia■■■■■m
i•_i,ii�■�i•n_
�i.....u■.■..■■...._
m�®.iiiiliaa�!�wwiw
■■..■ai.
�i____■n•
-w_.am■r.■.■i•w■..i•i•a��
■i.i•ii.iwe■■■e■■..■■
olowl®i
=011_��.`_'-J
■�iC�
■�'■lomism
_
'..
im_■E
il
eE01CM
'E�a©..E'E
...�E
mmilumomllimo■--i
MEEC
EEEEir■
=
--�EEEC:=■�
�E
iEEii■Q���Eo�e��
�e��.®mi�iii�_i■m....t_©©_.a■■.i■i.w._._iii�.
i•■i■i�■.■■M�.i•�a.iv■i'��■int■...■.■.mm�rna
�e�wiisi•i•a��.i■�■_._wiv_..a■.i�r�i�ii•i.ii■.i�iivin..w<oi.i■■ii�■iii.r■®ea�■io■r=�■■i>�■..■e.i:�■mm�ir
�'"�®�fdi�!®i�ii�..0..
■■■■■m_iw_.....
i•...■i•i•its■■.■i•.■■t.■..Qti■Q!\i•��1►�
_
r�®)■i�di•��.i•i•--_.i0_._■■■■■m......_i
i•.ii>.■isi•.1��■.■■ai<iida.■m■■\�AH�i•iiiiii�
_ _
, 7
C.EC�E
�.�©i•i•i•��mwiawn
ei�nnane�i
a®e�ii�mmnnnnn
aIMEORE
MIN
cGsn1
E' n FI9
F
4
5

0
0
-
1
�16 �� �� ��
�mm
6�w
J
m I
a
�
"CC�C■m■
C:C
���
C■
HOC
:C
C
:■�■�;:y
:�
CCU
�.O.t•��
.�1..�0...■m..■.■©I�.O..q...0...■.�tr..�0■..■..■.L..17.QA�7...■.._•�...�..
:.
E
��C��"Q®Q:G
�GC�CC®CCCCQ:C�C�:CQQ:::::Cf
CC
DOMaCm.,E
���C��.�
�,
■.....
QQG.'::C�GGC:CGCC:CQ:C1�C�:C�.'.�::
��.:�CC
-
CGER�Q_CCGCCQCCQ_:CG�:Q_�:Q�:::■'
=CG�GCGCQ:GC
�'��:EEC:.:CC
u■
8
e■■�■'
.�■'
:::
IN
ON
C©"�C�i`■■'■'■'■iiG■'■:G�CCaGQCCCQ'�CCC:�r�CC■'"�■Qi■■"'::�Ci"■■■■■■�CC
®C®®�i�"CCC�C©CCCCi:::�C�CCGC®CGCCG�CGCCC:CCCCC©CC:�::::Q�::CCCC
.. .
CES�Q,'QQfCG�C�CCCC.�:CCGCQ:CCC�:CC:�::::®:Q�©CC
mm
�C'.:'m��
�
©��®QQQQ:C�CCQCQCCC©QCCCC�:GC:�:::.'Q::®CCC
e���r•r■r���
■�rrJ■m■■m■■■ar■r■to■■.�■o.�■o■■■■■ra■a■.■•■■■■oo■■■■o■■■®��t�
..
gym®®���r■m■�
��as©s■■m■■■.mr.:�a.■■�■rn■o�u■■■���©■■■■..u■■■■■■■■■■■■■■■��
=
'
��.®���;�
t•�tmqmt0■.�%.O...O..t•.■■■r•r•ao■■■■a■■■e■■■■e■m■��®-
C
CC.��Q�Q
:G��GCCCCCCCCC:.'::CCC�:CQ{CC�:::�:ACC
_
®®EN®M.�■�
��.®■.m....o..o............■.���o■.o...■.....o.����INEIN
®i■���■e.�-
rr•�mvm■■■■r�■o•vo.0000a■��av■■om■e■ve■7®���
�■�m�®®
■®
�����■■m■■■.re■•..o.■r■r■Nr■o..o■�����■■o..■■■■■■rli■■rara■■■■
e®.r■,MEMEft,
00, whi��
r•�or•■■m■■■..��...�..�..�o■��av■■on■■■e■■r•�■r�■m
.r■
ire®m�r■s®®■�
�rrssr•■■o■■■■rJ■■er•�ro�■o■■e■moo■��r•v■■o..■■■■■o■t■i�■o■���
Eff
MEE
CmCGnMEHE
ME
IN
:CM
®e��®■®■■m■■..v..o.........o.���v:■■................r...CMEN
�lsr�.r�����
�rmomo■.v..��00000■�■■as■■o®■■e�e►�■�e■t■�■��
��®®C���:•���CCCC'CC�QCC::C'�i�G.�CCCCCCC
■L■■:CCCCCCCQC.'■:::■en!CrJ':�CC'�'
���®�C
-��.
-�r.�-r��•��
�CC�Q©©:C���CCC©�CCC:CCC�CCQ�'■"%:::■�■■:■
C�CCC
: � : ,�
■.rdrt�����
,►
ter•mom■■■.s■n■o.�■o■��o■■■�■■�s■■■■m■■■■®■®���■
� —=- -
. �"CHE
INESEEM
�■.�������■ev�ers��■■mu■rs■r�me�mserrrsrse�re■Senn■e■■�roe�•aerse�emeee■e■eeee■�raeaaaae�n
70 ��14
CG602

o'`� �q9-•___�cacf�sheel�rnc�cl_a_�Tyc_sEIIT}_�_IU`i.C�n
prhrr ann
CI]
IV
W
Fm
I
�8�
00883&�8
=
P
LncrinN e1, wT. ON tu'
f
#11
�P`
rR7 pP�
pR�
FROM
--
- -
-
-
-
-
-
-
-
-
- -
- -
-
-
TO
$1RIJOTDRE NO,
Y
f
P
Tor ELEVAITCN
y
P
wvFRT C_CVAION
LF k
N
NVERI &EV.10N
bP
MCAA BTArwNiCFSET
O
j J
o
D
b
TO STATION/OFT'SET
I
0
-
- -
at
t
L3
-
-
-
-
-
-
-
- -
- 00 NOT VBE RCP
DO NOT USE CSP
�
II
00 :A1 DSE CAW
w
I
HIM
I
I
I
I
DD NOT VSE HOPr
k
°
41
F-1.4
Oe.
J�
G
°
AR4
m
C
F,
nl
I^� �RS
6yQ tl
I
Ai3
Q
O
Ai3
41+14
k
i
+4
-
+1_1
T11+
Oi
s
x
R
m
n
I
I
I I
I I I
I
UII
I
I I
k
0
x
i
I
I
'a R•C. PILE wLA95
YY
• RC RC CULVERTS. OrWIRACTOR DESIGN
°
"' RC kF[ OJLvfRTB, CONTRACTOR DESIGN
—
—
—
--
—
—
--
—
—
—
—
CS.P.
`g
8i
sg$gy4,
Yn' W tl
pUp!
N
-
-
-
-
-
_
apt EA01 r0' 1NRI1 5JY7
OVANTITICS
FOR ORAHAGE
-.-
-
-
-
-
- -
-
-
.-
-
- -
_ -
-
-
- -
_
g.0' THAN 19,0
STRUCTURE"
-
--
-
F
"IOfAL LT. FOR PAY
-.--
--
--
-
-
T
T
-
10A' AND ABOVE m
QUA471TY SHALL no COL.
'e II.B x COLH'1
CA. STD. 040.01 OR STp, n.O.0
- -
T
- -
-
-
-
-
-
❑RM NLel
- CATCH BASIN
C9NCRC1 r: 1RANBII"CNN.
SECTRTI
-
-
-
-
-
-
- -
- -
- -
-
-
-
-
-
- -
-
-
-
- -
-
OJ. 'To.B.O.14 OR 9ID. R.C.10
OJ. PRAM[ ANC GRATE 970, 44C.16
-
GJIJ. TYRE "A" SIC. n4C,17 OR d.026
'
I
G.N. TYRE H" SIC. m1al. C, w+02'
I
�
I
�
I
GaJ. YPe ro^ s19. a4a1 eR nw2n
c.oJ. FRAME WITH rwD n.dr 1rs BrO. D+DSD
GAJ. FRAME ATTH Two GRATES $TO. 9A02R
-
-
- -
-
-
-
- -
-
-
-
-
- 5 oi. DA2J FRAME %nH TR0 GRAVES iD, 11402+
I
I
I
GDJ. WdJ FRAME WITH TWO Rat GRATES STB.0402I
c
-
-
--
-
- -
- -
-
t
: :
:
JP. 70. B4D,61 OR EwJ.52
°
-
--
- --
-
-
..-.
...
MN. FRAME AND COVER SID, H40.44
O
-
-
- -
-
-
ROE SCUPPER T. FRAME A GRATE, q$1
4
-
- -
- -
-
- -
-
- Swm R301 STD. 5.0.0
ML96lLD CONCRETE FLUME, ECC CE.TNL
GOFC, I BRC. ARE RLVG. Cv, STD. N+Q.TI
COIL. COLLARS CL 'O" Cr. 910- n40.i2
ET
INFE REMOYAI. LPL Fl.
b
6
r �
DEPd P,TVENI OF THE NAVi II0.YAL EALILIII{§ ENfaNE�RING COML+"IO F. 8
NAVAL FACILITIES ENGINEERING COMMAND — MiRATLANTIC
ENrIWL s,CN ?1LLV
AAINkp; 6ASF, CAMEEUE JACKONVILLE. IIC
rn 0'
New Base Entry Point
LJI�.a IPd i-\VE SIJ IJ fdlA I1i
W
� "
`
- 0
L'
(
C
A A P: Q
31,
0ab
�L�Lyx
aI .0 in-ul'.aNC
IBM
Fk� o +'Iqx o,er
IV
CA
A

1 1 2 13 a i 5
a
MEN
.1
�■������rm-�®Wo-Wm-®--oWm��►m-o■o��®■o■m■m■■■m■o�■■�■�
CCC
CGG�--C
::GCGCG
CC
C
GC.i:GGCCC�:
C®C:�
:C■'
:
mmmmm,
1�1�1�®��!®
'��l�-m--A-�W-W�-W-v--m.W�--■■11��v���■■W■WW■■■�1■�W��
�
CCC®�CC�
:C�CCCGC
C-�CC
CC
CGCC
�a
:CC
M
CCClow
,CmmI
r�■�i>■�WW��■r��.-o-�mWmw.�o�mW-�a�o■■■W���■■■■■rr�u■m■■■��■■om■■■�
�i�C��CCCCG-CG
MCC
WI
m
0
m
m
m
a9111.1
MEC'..
m
m::
CCC�
mm��®����--.mW-o�WmW.m.■-m-m------o■■■��sa■•r.■a�rm■Nu■�u■■rr■■■■m�M
r-■�mm■e�■�r�■����■<n_mAn�■�.�m����■■row.������.�o■o��s�.�n■o■eon■■m■■■■■■■w■m�������
�mm��e�®1��--i���.-�0�-®.<fav-O�--W-v■■■�/I�■0■n■■0/!0■�1����■W
��
mC®C��CC�CC•�G�G®C.�CC�IGCmCCC��C�C��0C7oC�C:��:.�CC
CCC
C
.-®MlMNWm
C
C�C
�C�CC�C�C�G
�������
■'CmC
'�CG
CCCCCCCCCCCGGCGC:
CCCCC�C�CCCC�O�CC��MECC=
MINE
��CCC�9I�CC�'�.:CC�CCCCCC:CCCGCCC,CGCCCC�CC�GC��Co��:CC
9Q�:CCCC
mC®���C�GCCCCGG©G--CCC--GCCGC�GCCCCCCC�CC®C��CC"'9""��CCCCC
CmmmMMMMMIMMMI
CC���CC
mm
CIN
OR
No
IN
WWRA-r-AWN
IN
M
IN
I
I
Ingo
I
®CC�GGC�®CC�CCCCCGG�CG--�:C©��CCI�J
BIWOMBRIONWAR
�BJ
MOM
.:.=mC��C��B�BC�CB�C��EoCB�
.'oIN
IN
C
:
CC::oCCC
C1��.
C
GC
CCoCC�C
IN
mom
_ _
_
e�■■���NONE■e•e��m�eo--m-®eGm>se
aQeRo®e�ereeee�s�emtmeeuzeeee�me-edeeneema�
a s
a a a s a a
75 << 5i9
CG60i
5

/ /2DID
09-14?9\catl\Ghee'\mcLlcl_e_hyd_sum_a_I08.tign
nr rn�an
I ui C7 C7
N
lA
n
Ln
F1
�
—
—
—
—
P
—
m
—
e
�I�I���a
P P
F
P
8
P P
8�C�SS8888
P P
P A?
P
P¢
838
P
P P
P P
P ER
P
P P
P P
F, P
P P
P P
P
.;.
LOCFTTIN ILI.IT. OR W,
O
J
FROM
S1RUCEu Pr M.
YI
$
nMOi
I a
g
10
P
9
N
IH
b
TOP ELE—I
NYEAI FLEY11ICN
'
tiP
N
P
p
f
6
'�
!
N101I ELEVATION
'
j
6
FROM 91A110NipFP$EI
yy
O
d
10 SIPTONiOFESfr
a
�
I
0
—
11 IV-
0
DO NOT USE RC,
—--
—
—
— —
— —
—
— —
—
—
——
— ------
----
—
-----
DO NOT USE ESP
m w
P i
DD NDl usE HDFE
q
OR{
ACF
n
p 4
ATE
— —
—
—
—
—
—
—
— —
—
—
—
AI,
�
Dg111
v
� a
G�
1
❑
I
-
Y p
A
W
m
m
-
—
----
—
I
y
A
_
--
—
--
------
--
—
---
—
—
-11+
-
fi.-n-ft-4144-4-
o{'
NC PIPE CULVERTS, OONIAFCTOR DESIGN
O
• RC PIPE CULVERTS. CONTRACTOR DESIGN
POR CAOI 10' TRRU &CIT,
WANIIIII'l
r04 ORARuDE
—
y
+11-14
P.C. TRRU 1p-0' y
SIAVCTYRER
'IOTA LI. 10 ITRPY
y 4
❑
IOA AND IYiOYF.
OUANfITY SHXA4 DC CC'"
A. X-L-WI
CO. 570. RwAI DR SIO. e+aO2
o
DRGP NLeT
CAT Q. BASIN
LC?rREIE TRA14111Cr1AL
64 DON
—
—
—
—
—
— —
—
—
-
-
-
-
-
—
— —
— O.t Sm. AO.t• CA SID. Pwa
—
SIC. 94FCJt OR 11403R
1
—
—
— —
—
—
—
—
— —
910. 54].I9 OR A{03]
o—
—
— —
—
— —
— —
—
a
G.D.L FAGN( A,rH rNo FLA RArts TD. H{°.zo
0
— —
---
—
---
--
.---
-
G. hME NTT, Two GRATES Sip, rTw.�
— --
Ti--
--
—
--
— ---
-
-
�.
G.C.L EJ.SJ FRAME wlrH TWO ORATES aTD. U,
"u.D.L IN.SJ MARIF.'N1rH TWO FLAT GRATE STD. flw3
I
I
I I
I
I
1
J8. STO. Hw.51 OR Hw.52
0
I
I
I
I
I
>
I
,. FRNLE AN6 COVER STD. 0,401
❑
I
I
I
BRIDE aCINFCA -N11H FRAME R GAATf. R91
I
6
SWM RISER STD. AAO. 45
MOI CCNCRETE F ME, SEE DETAIL
C. a BRIO4 PPE.. C.Y.
❑
�fl
t
J
,
I
❑
I
--
I I
GONG GCLLARS CL. "S" C.Y. STD. 1:140.72
I
g
'a'
PPE REMOVAL L- FI-
L
C
o�
CD
k
4
-'
£
a
m
v
III.F+-IMEHI OF THE NAVE IIAVAL FACILIT'�ES ENG'•NEEIIING CCIAMA11p
NAVAL FACILITIES ENGINEERING COMMAND — MIDATLANTIC
u.NF IPT NA%Aj STAUCH Ild'rULl.vl-
Z Q
n
8 2
�*
a
'�
I'll
z'
,.,•"""'"'P•,,,,A w
A
..AI...... Ry' o
T ____ __ ___ _
�o..R RrYR �;
I
osolm .w
MARINE CGr".P5 B SE, CAhIP LEJEUIlE JACKSOMIILLE. TIC
FY10 MCON P1382
New Base Entry Point
DFa111JAGE SUWAA^Y
N
s�1

5 /' /�0
D:*G ��05-G`3991c8f1\511e�t\mCUGs_0_a;; C_surn_o_ID9.Agn
7r n0:11�
n
..J
N
W
.3
Ln
it
it
0
Ion
Hill
I
loll
Hill
�
M.
i
I1uiin
1�i��
�°oeoevo
du
�
��
C�CC�C�C■■18■C�
C
��:9E�E9E�E�BE9�
6�
EE9BBE::��
uoa��nm
mmm
un�
oa;
n,
FI-1
pla
I
MEIN
1■11
IF.
I
NIEMEN
1
0�0p�
IN
to
11
111
11
1
III�se�7o4�011�
IMMUNE
�■n�e��m�
�■n��Cgonn■���
m
v�nn�nn�m�m��nn�nn�m�NiEMENar�vvv�v�
���BB�IP���IEaEC'CE998B9E99E.�!9886�9�g�'������86
�oo�
n����u�uon����ma�vvvvv
u
uoo�
n��ua�
mm
�m
lavoaAa�
111!!
1011
In
I
IN
MINN
1.
E
M
0 Effm
Emu
0 ma
a2mm.-
-W-
�
NINE
I�IIIIIIIIINI0�II111�IIIIIIII
�
■�11
IIIIIO
Il�a����l
NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTiC I
1 1-1 f
P I
MARINE CORPS BASE. CAMP' LIJELINE JACKSONVILLE, 14C,
New Base Entry Paint
DRAINAGE S UM MAFY
N
�(�j
U.1

C
r
.
®©SSE!■���1■
.
...W■■W■■■■W■W■■�►q����■■■■����\�
O�vSEMMES
MW
MEN
`iWill
10:11
■■■■
INNIM
mmmlEMN
�
ME
M
M=MERWINNIEW
Mon
�
...W■■W■
■■■■■■■■.�
EPA
�vNO
E
C
�_
m
=a
6a
�'�CiC
aa..■.■�
..m
■■�i-Q'
:::
■"�CC�CC�■��mom��
�
■�
��.■u■
i■.m■■■■
.:BEES:.e��
.■..
■■■■���a���������
i
MACTSCIRKUN
IEEE
■■p
■:■
--■■IN
■-
loorillil
rl
MEN
ONE
SEE
■�
Cl
�CC
_
::
ME
MEN
���
MEMN�
M�M�
_:-
0::■■■
■
:EEC?
-■
:
.
■.:::
....MUSE...■
:C=:
C=MMO
�■�
OCCC
CC�m.
..W.:
��
�������CC
...W■®...W..®.o�MMl
��.■■.IME®�
�mo���INEW
MOM
1.�
.
...■
■■■■�
■AM■�-lllrMMMmMEE:�::E:Ee
E:S:MINE
a�
�Elmllllmmm�mcllll�c=
MEN
IN
I
MEMEMS
mmom!mmm
MMMMMIMI
lom
MINIM
NEMEME
10010
r,
4
iw �g�si
7H or 6€R
c�s�o

I I L I J I '^I
d
1
a■
PAVEMENT SCHEDULE
A
•' AGGREGATE BASE COURSE
w
CONCRETE MEDLA.N LAAWER RAIL
j
Cl
2- ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
12
I
I 14' AGGREGATE RASE COURSE
X
7' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, PPE 512-5C
J3
6' AGGREGATE LASE COURSE
Y
I 4' FENCE
01
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119 OC
Rl
V-6' CONCRETE CURB AND GUTTER ;SPECIALI
I
U
E%ISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMEANKAAENT TO
BOTTOM ELEVATION OF LASE COURSE.
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119-08
R2
2'-6' CONCRETE CURL AND GUTTER
Z
4' CONCRETE PAYING
P
PRIME COAT AT THE RATE OF 0.35 GAL, PER, SQ. YARD
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
1.j SEE PLANS FOR TURN LANES, TAPER LOCATIONS, 6 ISLANDS
2.I TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONMUCT10N AND ROADWAY, UnLRY, 13RAINAGF AND OTHER
DISCIPLINES' SPECIFIC DETAILS,
2' 70, �.2, VARIES
'MULTI -PURPOSE! {SEF P A�i1V
TRAIL
CI -GRADE
POIN7 1i
0.08 0.02 OB
`EXIST GROUND
GRA13E TO THIS UNE
EXIST GROUND
' VARIES 12' TO- W _ 17. 1 I 6'
EL TRAVLANE -' TRAVEL LANE -L kMF 5FILL
IC21 r
�• _ ..,.. -ralrt In N
v l:J
GRADE TO
THIS LINE
�) WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE.
MAINTAIN APPROPRIATE MAICIMUM OR MINIMUM SLOPE,
4
i
L 12•
�% 6• _ •• VARIES 17• TO
TRAVEL LANE
—' Fors T
i
B 08 B_e79
GRADE TO
THIS LINE
BASE ENTRY ROAD (9JR
�T(PICAL SECTION
NTS USE TYPICAL SECTION
i
STA 45+60.00 TO STA 73+25.00
STA 67.25.00 TO STA 70+25.00
STA 67+25.00 TO STA 73+25.00
` 10' SHLD I~
• W/GUARD. _ 12;r _ _ 12' L2�_ _ 1 _ _6• _5'_ _ b'
I AIL 1} TRAVEL LANE TRAVFL-LANE '" TRAVEL LANE '} sKci " SHLD
Y 10_J2' _ VARIES _ 4 2 `
MUL"URPOSE' {SEE-PIAN3j OP FDI 'E i 4 - 5
roE1 I
tWL
0.02s �',t
0.025 0,08_ d:T US Suw °T°B I o
0 pe`
GRADE
cl -POINT �O'�� --- r \
DOS 0.02 6' n \\L
THIS BASE ENTRY ROAD (BER)
Exin GROUND TYPICAL SECTION
NTS
USE TYPICAL SECTION
GRADE TO THIS U`lE STA 45+00.00 TO STA A5+60.00
EXSSTING GROUND
Q WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POIM DISTANCE.
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
FDPSI
D III
b.025 p'�
V
..1'1iIi3:`o
DETAIL 1
O '
t9V �/ L-EXIST GROUND
z 9.
I
b:l
-EXIST GROUND
10:41:05A..".0.3c ti 0
sm
0211122
DTZ
MACTEClRKBKJV
uv� Is+ �a EAR
us A54 M+9 iE In. MIN
. a ,EE
N/nKN WN]. SYR
I.n B+,.Nry G58
MR" rr9r Will
a5§ a
a
0
ED
<�
O
12' 12' _. _ 12 - 1 • _ 10' SHLO l8_ _6_ 10_ I
?L LANE TRAVEL LANE -TRAVEL LA-EJ-YRJSDE� LANE iTA[DkAC" A I 4 Z
4 F-
DP O z
M I%.. Li
02 /POINT Y ai p{lii GIII w
6 02 S "+
0,02 O w L/1
0.02 alg 1 V Z w m
�d,} 1 6:1—
P OI '. �-vw GR—D L)' t
z
TM�S•% to Ln
d
GRADEO l!J = m O
3 U
w W L!1
w u J
+.➢
W U
e
gZ§
SU+L s AS U045
C.o,MCt uq.1 P•i}$2
CE+RiG. CCNiI. H.
NYY�NN-YN.N.N NNN
�i+V�o-[ t'P1Yu6f N0.
12559312
:AFC* 9 01 C19

tT
PAVEMENT SCHEDULE
J3
6' AGGREGATE BASE COURSE
W
COHCREIE MEDIAN BARRIER RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
P
({}
PRIME COAT AT THE RATE OF 0.35 GILL_ FEIL $0, YARD
!'-w CONCJIETE CURB AND GUTTER (SPEcm)
x
Y
2' FENCE
4' FFNCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 512-5C
D
4- ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
1{2
2'-6' CONCRETE CURB AND GUTTER
Z
4' CONCRETE PAVING
J)
4' AGGREGATE BASE COURSE
U
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
J2
11' AGGREGATE BASE COURSE
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE O
�1
1.1 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY. 4 SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF T.
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER {
DISCIPLINES' SPECIFIC DFTAIlS. 3
YM 66' TO 94'
(SEE PLANS) 1A:98:1d 26.2010
VAN 18'70 46' ��455%`M1'F
1 0 -6I VAR �� Pu�Vs) VAR _ "~ SEAL I z
2' 70' i 2' VARIES !ff 12' 12' S' 70 6' VM 8' TO 1T i YM B' TO 1T 5' 70 d' 12' 12' 10' VARIES 6' VARIES _ ` 03586.5 j
MULTI -PURPOSE E )SEE PLANS) SHED TRAVEL LANE TRAVEL IMIE SHIO (SEE RAIVS] I ]SEE PIANSI SHED TRAVEL LANE TRAVEL LANE SHED ]SEE PLANS) )SEE PL.►NS) •� F E�,.`
TRAIL 2' 2• 4' 4� 1 1 �i •, 2
L FDPS FDPS fDPS FOPS 0 _P a
i O C2 POIf4iE POINT CI 1� LfCVI,�i 1fuY_ti
Crj? 1
0.025 0 Re j v_09 o_025
E%IST GROUND OR = = - _
BOY SCOUT CAMP t-Jq 0.045 0.02E �4 1 ��— 0�v25 0025 0.0& _ Al
ACCESS ROAD _ - , s�,4L j 61 USU
O ` q P 6' 6• r Jz 0 6:7 �.) EXISTING
t n
GROUND
jq -GRA➢E .I14- 6s USU 6' d'
rolNr 1'004 \il. THIS GRADLINe
OA80.01 GRADE TO
y THIS LINE
?a BASE ENTRY ROAD (BERy MACTEG I RK&K JV
TO a:7� l ' TYPICAL SECTION
VAR NTS USE nPscAL SECTION
WTO IS' STA 80+83.00 TO STA 87+91.DO
GRADE TO THIS LINE STA 114+93.40 TO STA 119+73.00
aWPyE. uP.l
=:ImS
Pf9.:]R�' RI GTi
ors PFji lot cim I- SOD
BASE ENTRY RO
-OUTSIDE" DITCH (LIT)
STA 114+93 TO STA 117+50 1 nU Usnaa GSB
'INSIDE' DITCH (LT) Ulm
STA 118+00 TO STA 119+73 94r
E �F� 3
46 0 g = 0 1n
[ w� a
2' 10' li 2' VARIES 10' 12' 12' 6' 1T 17' 6' 12' 12' 10, VARIES d' VARIES G
MULTI -PURPOSE ISEE PLANS) SHED TRAVEL LANE TRAVEL LANE SHLD I SHLD TRAVEL LANE TRAVEL LANE SHLD (SEE PLANS (SEE PLANS)
TRAIL 4 2 4 I +- Ci
�FDPS FD } ' OpS FDPS c7 z
GRID l I D-11 S ce' 0 N •C ~
2 0- a POINT POINT i2 yi 0 7
9.010 — i - - 0.075 Z r LLI
Ex151 GFDLIND 00. Ili i v/A vn1 O.u25 0.025 008 OBOE 0.02E o_Ozs U 3 a W
BOY SCOUT CAMP S I _. OMB , Sr
ACCESS ROAD ! ` _ P _6:] (75U.E,L ' 6.1 USUPf.P v a:J +,1 6..,---y a C <
G' ` EXIST Z O W SO 3� q f] 6" _�� 6' l7
GRADE I 0�?L1S3�1 6" taROUIiD I
C -POINT i'0p� �J,OA GRADE TO w w V N N
GRADE TO THIS LINE LL1 = 0 Z
Y qpe 9.02 THIS LINE Z w m e'
WE Et%"Y ROAD TYME
ICAiL SECTIONz J p E1
Z
VAR
TYPICAL usETYPICAL SECTIONw 9 Ed
IX TO 4' GRADE TO THIS LINE STA 73+25.00 TO STA BO+B3.00 i J
STA l39+73.00 70 STA 129+00.00 C
i U m LL
LZ
<-
BASE ENTRY RD Z M1
'OUTSIDE' DITCH (LT) SAS NOTED
STA 73+54 TO STA 74+50
Fc�icc, ,r1; F-13E2
"INSIDE" DITCH (LT1
STA 119+73 TO STA 126 { 87 ........
Havre= c�a*«e �s.
12559313
10 br G19
GX3Q2

J j}
)III:
am
PAVEMENT SCHEDULE
J3
6' AGGREGATE BASE COURSE
W
CONCRETE MEDIAN BARRIER RAf!
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
P
PRIME COAT AT THE RATE OF 0,35 GAL PER. $0. YARD
X
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S12-SC
Rl
1'-6' CONCRETE CURB AND GUTTER (SPECIAL)
Y
4' FENCE
D
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
R2
2'-6' CONCRETE CURB AND GUTTER
Z
4' CONCRETE PAYING
Jj
4' AGGREGATE BASE COURSE
U
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
J2
II' AGGREGATE BASE COURSE
V
CONCRETE BARRIER RAIL
III
NOTE; PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
1.) SEE PUNS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS-
2.) TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UULTTY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER 46'
DISCIPUNES' SPECIFIC DETAILS.
VARIES 6' 30' FUTURE PAYING 4' 17' 17' 4' 30' FUTURE PAVING 6' VARIES
ISEE PLANS) FUTURE FUTURE FUTURE FUTURE (SEEP )
GRASS GRA55 GRASS GRASSA7-201 U
BASE ENTRY RD w V SHLD SHLE7 SHLD SHLD Ij {-OS�Qt?� HIYA4,_
'INSIDE- DITCH L Z -GRADE ' GRADE_
Yr
(� t POINijPONT IB -
O.aB i 0 oe / PO
��
_ ----- - 5-- '1------`----- --r- --------�------- a-- _
?`� ES S 1a
SEAL
ape - -� _- r _________________ _�- 7 = •`F035665'' -
EXIST GROUND r ~�d:1 6=t— - `1 _ f E!:
i '1't Z
INL r,�?
V � �� Ill/ Vh�EuulE1�
%Omoz w \ GRADE TO Z w Il i.. ..•
d:) Z `Z
THIS LINEAN
Q GRADE TO
--� VAR �-- = BASE ENTRY ROAD IBERI GRADING -ONLY x
D' TO Is' u TYPICAL SECTION USE TYPICAL SECTION O
NT$ STA I29+00.00 TO STA 136+80.00
THIS LINE
GROUND� ]/JL
MACTEC ! RKK&KK JmV
10,
MEDIAN
8' ,1.5' 8' 12' 12' 4' 2' d' 12' 12' a' 1.5. emu
MULTI --PURPOSE L, SHLD TRAVEL LANE TRAVEL UNE SHLD $HID TRAVEL LANE TRAVEL LANE SHLD
0. TRAIL II X -
I� w
}v I 1 1 GRADE GRADE. t t 1.5' BUFFER r.s FR 15 urr
II Ns FPH Imo+ CJM I'- SGG
roIM , ! roIELT �
0.025 D.O45 l'h J`.E
aeu;x �u�,ta SMP;
I irra>rx GS$
.� [Etin wqw M1U
j li lF
USE TYPICAL SECTION c u rY� � W
STA 90+08.00 TO STA 110+48.00
BASE ENTRY ROAD (BER) BRIDGE OVER NORTHEAST CREEK e g u
TYPICAL SECTION w a m�
NTS W p
lz
I o
cc
w I O
C� . O C14
LL Z 00 O
2' 9'- ID' VARIES I. B' VAR 58:TO 66' VAR F-
MULTI-PURPO$E i O' TO 36' GUARDRAIL {SEE PUN51 B' TO 9' b L'i
TRAIL f (SEE PLANS) VAR VAR GUARDRAIL U Z W -
2' VAR 12' 12, 3' TO 6' VAR 3' TO 6' 12' 12' VAR 6' Lu
6' TO 6' TRAVEL LANE TRAVEL LANE SHLD 0- TO 6' SHLD TRAVEL LANE TRAVEL LANE 6' TO 8' SHU] Z 0 n
EDP$ 2' L
2' EDP$ f1.5' 0GUARDRAIL GRAne ! rFCRADEGUARDRAIL mBASE ENTRY RD C�POINT 1 / POINT,OUTSIDE- DITCH (LT) D.025 ..Ue d.) i 6:5 u�u8 0.0�5 a.025 0.025 I EXIST W J O 3
Z
- - 0,� GROUND >- ID O
GRADE I �. - h
EXIST GROUND S7aB n vAwESroiNi 11 �4 0 E n 6. _ 6' n P D
6.
`GRADE TO GRADE TO \cy 3_ti. - r q -2
THIS UNE THIS UNE '� O�6: o J m a )
?I �/ BASE ENTRY ROAD (BE ` Q
VAR �-- TYPICAL SECTION
a = F
0' TO 1.5' SLOPE VARIES NTS USE TYPICAL SECTION
Z k a
0.02 TO 3:1 STA 87+91.00 TO STA 90+08.00 sj
I3:1 USUAL) STA 110+48.00 TO STA 114+93.40
Xu=: •,5 I14TEU
ETDIACr N.P-13E2
u Tr ca.:A.-
IG'i5°�I�
s�sel II E� GI°
GX303

PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
7WICONCU—TE
MEDIAN BARRIER RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
12
11' AGGREGATE RASE COURSE
X
J I 2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S12-5C
J3
6' AGGREGATE BASE COURSE
Y
4' FENCE
Di
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
Rl
F-6' CONCRETE CURB AND GUTTER (SPECIAL)
-
U
-EXISTING 'PAVEMENT AND SUBGRADE TO BE _
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.Oa
lit
2'-6' CONCRETE CURB AND GLIMR
Z
4' CONCRETE PAVING
P
PRIME COAT AT THE RATE OF 0,35 GAL PER. SQ. YARD
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
1.1 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPLINES' SPECIFIC DETAILS.
SHLD SHLD j
2' 12' 12, O!
O FD07S TRAVEL LANE TRAVEL LANE 7
uu
z
O'er ,[Zt rQl �FflPS =
= 0.0206:1-
0.07a
x 1,1 ' 4:7 1SOi
3.1 ` GRADE
POINT'
' GRADE TO
L THIS LINE EXIST GROUND
CAMP KNOX RD & BOUGAINVILLE DR
TYPICAL SECTION
EXIST GROUND NTS USE TYPICAL SECTION
STA 10+00,0D TO STA 26+04,79 (CAMP KNOX RD)
STA 10+59.00 TO STA 32+90.00 (BOUGAINVILLE DR)
2' I 12' 12' - I LL
O f-0PS �- �—TRAVEL LANE TRAVEL LANE—.'Jlll
w•
[2 j
O LL iC21 :nl I ~FOPS =
z
= a,020 Y 0.a20
hl� 1 Ad13
SOi — lJ E
GRADE _
N- POINT
/ GRADE TO
L THIS LINE
DRIVE I & DRIVE J
TYPICAL SECTION
NTS
EXIST GROUND USE TYPICAL SECTION
STA 10+12.10 TO STA 14+30.00 (DRIVE 11
SIA 10+26-02 TO STA 12+00.00 (DRIVE 11
7 Z
EXIST GROUND
7
10 47:53 �A,14 ,,1-11-2010
(-05Y�fi.�`" ?"CAR
`;io�E551 '•k� �
SEAL =
= D21122
4 DTZ
too
MACTEC ! RK&K JV
CEz ash 1_�. JLB Icy. u11)
�,w�rax,x. SNtI
Ixrr ixcr.a,. Gca
r�o-..� wcr IAiV
E
�z-
w
o
J
Ci
� I
�
p
•'
LV .�
O
m
Z
GO O
C)
Z LU
y
z_
O
a
a
Z
Z_
w m
U
L)
J O
r
w
LLZ
1
N
� W
i
U
o
w U
m
ul
o J
4
J
a _
,,
a
AS NOTED
Tv=��eu xo, p-UE2
�VS�a.Cv,ir. rc.
w�i_ cc.n4 K
1?5593i5
yiEz I_ V ug
GX304
p,.r�.y rtriw:.n u.vx lvOs

4
7■
PAVEMENT SCHEDULE
13
6' AGGREGATE BASE COURSE
W
CONCRETE MEDIAN BARRIER RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
P
PRIME COAT AT THE RATE OF 0.35 GAL PER. SO, YARD
X
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S12-SC
Rl
V-6' CONCRETE CURB AND GUTTER {SPECIAL)
y
4' FENCE
D
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
R2
2'-6' CONCRETE CURS AND GUTTER
Z
4' CONCRETE PAVING
A
4- AGGREGATE BASE COURSE
U
EXISTING PAVEMEM AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMEM TO
BOTTOM ELEVATION OF BASE COURSE.
J2
11' AGGREGATE BASE COURSE
v
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE I:I UNLESS SHOWN OTHERWISE
1.) SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
2.) TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPLINES' SPECIFIC DETAILS.
VAR 0' TO 12'
18' 10, TRAVEL LANE
SHED (SEE PLANS)
zo_
= v LL 0 as
6-
1O
1
EXIST GROUND
`1� GRADE 70 TFIIS LINE
V
3: A l0
6•!
TRAVEL LANE I TRAVEL LANE
i
GRADE
l POINT
SHED
RAMP C (?D BREWSTER BLVD
TYPICAL SECTION
NTS
USE TYPICAL SECTION
STA 2213+46.61 TO STA 2216+86,89
V
AR a;T TO
EXIST
GROUND
"""� ""•`i VAR 0' TO 12' VAR 12' TO 14' """' "'••'
10, TRAVEL UNE TRAVEL LANE _ 12' VARIES
SHED 4, (SEE PLANS) (SEE PLANS) 4, SHED (SEE PLANS)
FDPS-11RADE FDPSEXIST
`NTT aGROUND
6
0.025 0.073 ~
b
EXIST GROUND
V �►9'.i GRADE TO THIS LINE RAMP C
6:! TYPICAL SECTION
NTS
USE TYPICAL SECTION
STA 2205+46.43 TO STA 2213+46.61
F
1
5
10,09:51 �am,`4h, 26-20I0
` SEAL y
035865
Jr DTI
OW
MACTEGlRK&KJV
ac.o� ra.,m
SLIP
.Mr [F-IRN
GSB
uw[r tier
uiu
u
-
E
7
z
U
p
N C
[l
O
a
q
c C
'2
d
t
O
Z C
N
L9
Z
0 w
o
Ln
w C a
U
w
"'
["
X
C O
m
u
Ln
w Q
J
Z
a ;
a
41
r�
w
w
�ILL.
U Z
�
�
N
y
Z -
E
z
a
u+�e.
AS NOTED
[.... c[ xs_
P-13E2
µ
12559;f9
s�Er 16
il9
GX308
,,.k<.r �,—u.... —

L
PAVEMENT SCHEDULE
J3
6' AGGREGATE BASE COURSE
W
CONCRETE MEDIAN BARRIER R,UL
CI
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
P
PRIME COAT A7 THE RATE OF 0.35 GAL PER, SO. YARD
x
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE Sit -SC
Rl
V-6" CONCRETE CURB AND GUTTER (SPECIAL)
Y
4' FENCE
❑
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
R2
- 2'-6' CONCRETE CURB AND GUTTER
Z
4' CONCRETE PAVING
Jj
4' AGGREGATE BASE COURSE
U
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE 4VITN EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
JZ
11' AGGREGATE BASE COURSE
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1-1 UNLESS SHOWN OTHERWISE
1.) SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
2.) TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPUNES' SPECIFIC DETAILS.
EXIST GROUND OR J
BOY SCOUT CAMP ACCESS ROAD
L
_ 2' B. ' 2' VARIES 6' VAR 24' TO 41' 6' VARIES
MULTI-PURPOSE(SEE PUNS) CLEAR {SEE PLANS) CLEAR (SEE PLANSI
TRAIL i ZONE ZONE
VARIES 2' 12' VAR O' TO 24' 12'
D' TO 4' FDPS TRAVEL LANE ISEE PLANS] TRAVEL LANE
n DP
GVADE
02 C7 1 FS
.ns
-POINT{� (III -
0.O.OB 34Lr1��6:T�rx:-0.02 ��i!r_rr�=�s�t-r�-r�z���rr_rYrrs�r7-6:1�MI.I 41>:
D nb +��I.�
6' D FONT
POINT
GRADE TO THIS LINE GRADE TO
THIS LINE
EAST GROUND
GRADE TO THIS UNE CHARLES ST
TYPICAL SECTION
NTS
USE TYPICAL SECTION
STA 3100+98.98 TO STA 3112+76.02
'INSIDE' DITCH (LTT
q
DE TO THIS LINE
L
I 14'
CLEAR ZONE
10' VARIES
LL LANE2, 4, SHED (SEE PLANS)
FOPS EXIST
GRADE O GROUND
POIM 1 w F �`
U, YAN O,6B
Z u
a.I �
L— GRADE TO �
THIS LINE
RAMP B
TYPICAL SECTION
NITS
USE TYPICAL SECTION
STA 3303+01.26 TO STA 2312+39.29
I 1 1) 1 7 1 A i q
10:08:52 A,�,PQ28-2010
SEAL
035B65
IU��.
I pa
ID TZ
MACTEC ! RK&K JV
tts tt.+ceF ur.:
cEs FEH I— CJV I-» SDO
PrM1r JRB
m SO,
ut[ r+Ra GSB
uwr� w� UTIJ
�Uo u LJ
Ld
s6 d.
4 •' v/
O ' x LEJ
N � �
4
a N U
}Z co O
L�7 d p
O
U Z
V17
11
Z a
m
E„ SS 2 y
Z
a u N
w
Z o
U
ti
� o _j I
w> �
tea- EL
AS MUTED
EPo'JJECS w;.i P-'iZ
CWR1•'.:r�IP. x:.
x4Yfa• LA'r•)L nl
1255°320
s,(Er 17 V 61c
GX309
�ame,r gMYnu uw_ wm

PAVEMENT SCHEDULE
11
4' AGGREGATE BASE COURSE
W
CONCRETE MEDIAN ELARRIE0. RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE S"- A
J2
11' AGGREGATE BASE COURSE
x
V FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE,TYPE 912-SC
J
6' AGGREGATE RASE COURSE
Y
4'FENCE
DI
4' ASPHALT CONCRETE INILRMEDIATE COURSE, TYPE 119.00
RI
! V-6' CONCRETE CURB AND GUTTER (SPECIALJ
f
U
EMSTING PAVEMENT AND SUSGKADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
EP2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0
RZ
?'-G" CONCRETE CURB AND GUTTER
Z
4' CONCRETE PAVING
PRIME COAT AT THE RATE OF 0.35 GAL. PER 50. YARD
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE I;1 UNLESS SHOWN OTHERWISE
1.1 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, L ISLANDS
2.) TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
015CiPUNEV SPECIFIC DETALLS.
q-
H_dSPITAL CORPS ROAD
TYPICAL SECTION
NTS USE TYPICAL_SECEION
STA 400+42.50 TO STA 401+A2.37
F VAR 24'TO 54'
VARIES 7' _ -- _ ISLE PLANS) 7'
(SEE KAM) CLEAR I VAR L2' TO 16' 1 VAR 0. TO 8' CLEAR
I[SEE PLANS] _!- fSEE PLANS] I ZONE
VAR 11' TO 17' VAR W TO 12' VAR Or TO 10' VAR II'TO 11' VAR 0' TO II' li
Shen [sEE�Piwri51 "' TRAVEL
� n,wsjUI'al FOPS }SfE PEAElSa E MEDIAN TRAVEL LAM u i€ PLwsFHin
I
� 6 �raB 0 a2a 0.02a o.ae
7E.1
ILl IJ �.Ea•
mNT
GRADE TO THIS LINE
GROUND HOSPITAL CORPS ROAd
TYPICAL SECTION
NTS
USE TYPICAL SECTION
STA 401+42,37 TO STA 405+17,11
THIS LINE
HOSPITAL CORPS ROAD
TYPICAL SECTION
NTS
USE TYPICAL,SFCTIQN
STA 405+17.11 TO STA 419+18.54
3 I 4
:1
EXIST GROUND
E%AST GROUNO
6:i A:t
'UAL 4 SL1NR1'— 3�
-- MST GROUND
i
11NA f?C
.............�
aIZ
K Cm ° .
AV
- SFAL i e
035853 3
�",nsau`sN,•'•
r pa
m
MACTEC ! RKBK ,IV
swxrEb
iP GMWfE<MIa;
ns Ur- W. UX ID. GSB
a. JPB
rw. r.r-4+ SIJ4
G58
cr.u.t pow 1141
e z [
i t3 g
H°
Z T O
ag � _ s
r I �
04 o
r Q
O _
L7 O W Q
I U y
Ln
�a
4 L w
to w Z
rt H 43
J
i
a 0-
AS NOTED
P-1322 _
cursrR. ran....
12559322
SKEI 15 M 619
GX311
."— .. q .., top.

I n C
I 1 � � ✓ 1 -y ✓
1111 �1=
c�
PAVEMENT SCHEDULE
Jl
4' AGGREGATE RASE COURSE
yy
CONCRETE MEDIAN BARRIER RAIL
CI
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
JZ
11' AGGREGATE BASE COURSE
X
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 512-5C
J3
6' AGGREGATE, RASE COURSE
Y
4'FENCE
DI
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.DC
RI
V-6' CONCRETE CURB AND GUTTER (SPECIAL)
U
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
02
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE D9.013
R2
2'4' CONCRETE CURB AND GUTTER
Z
4' CONCRETE PAVING
P
PRIME COAT AT THE RATE OF 0.35 GAL PER. SQ. YARD
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1;1 UNLESS SHOWN OTHERWISE
1.) SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LII.UTS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
OISCIPLINES' SPECIFIC DETAILS.
I
e
(SEE PLANS)
CLEAR
ISLE PLANS)
CLEAR
)SEE PLANS)
ZONE
VAR O' TO 12'
VAR 0' TO 16' VAR 0' TO 12'
VAIL O' TO 12'
ZONE
4'
TRAVEL LANE
12'
FLUSH MEDIAN LEFT TURN LANE
12'
TRAVEL LANE
4'
rSHLO
(SEE PLANS)
TRAVEL LANE
ISEE P
E P
TRAVEL LANE
ISLE PLANS]
SHLD
1
Fi
a
1
OA20
�
1
0.020
$
c7
t
0.070
0.070 O.O7a
EDPS
O,aB
6;1 LT
0.0 O.LYl6 `_ .
_LASE UAL '[^t�c:t: e_tr�'-e�:sr1" " . seiY•tirsY•K:rs:"etrzrrR��'r��2"t'c:��r:7^r_•r-r7:r-r_ "-r:rr:Err^r'�'rr_rt_r_-r=ry"r_'rrs_r'r•
A[ US 1 6 11�115U,yL USUAL-
GRADE
S\ v i POINT L EXIST GROUND
GRADE TO THIS LINE
EXIST GROUND
HOSPITAL CORPS ROAD
TYPICAL SECTION
NTS USE TYPICAL SECTION
r STA 419+78.54 TO STA 425+10.85
i
2' 10, 1 VARIES 7' VAX 69' TO 76' 7' VARIES
MULTI-PURPOSEISLE PLANS} CLEAR 1 (SEE PLANS) I VAR CLEAR (SEE PLANS)
TRAIL ZONE VAR O' TD 1Y VAR 0' TO 12' ��' 1' TO ZONE
AUGHT TURN IANE 12, 12' LEFT TURN LANE 16' 12' 12, 4' .........III
(SEE PLANS) TRAVEL LANE TRAVEL LANE (SEE PUW51 i MED TRAVEL LANE TRAVEL LANE SHLD
1 1
CI r GRADE ` I'— 1'�' 2'
it POINT C1 FOPS
0-06 0.07 a.a70 0.070 O.aTO �� -
C7
a,v7a 0.070 6.o70I`_
TC_l'SCC'L'Y_•!.'C_'t��'^C' _ �USU $LLD'
ll 6-� /i� `GM.DE. V—�P 1 13 6_r.l� EXIST GROUND J3 GRADE POINT LV EXIST GROUND
OGRADE TO THIS LINE POINT RI Rl GRADE TO THIS UNE
HOSPITAL CORPS ROAD
TYPICAL SECTION
NTS U5E TYPICAL SECTION
STA 425+10.85 TO STA 429+48.71
G • Z WHERE MEDIAN WIDTH IBACK-OF-CURB TO BACK -OF -CURB) IS LESS THAN 10%GRASSED MEDIAN OTHERWISE.
L
2' 10, S' 69'r 7' VARIES
MULTI -PURPOSE CLEAR (SEE PLANS}
TRNL ZONE
12' 12' 16, 12' 12' _I
TRAVEL LANE / TRAVELLANE GRASSED MEDIAN TRAVEELLANE TRAVEL LANE SHLD
Cl _GRADE_ \ III--_ R7 C7
Oa6 0,02 0.0 0 \\ 0.04 _ a.04 j
0.020 a.a70 ~_ _ _ O.a70 0.020 9.01Z6:1 4�
y�•4_ZR:TT['_'�-'��'_'C _\'1- •_'['_Y _. ='C_T. �_-.~ �. - • _ _ _ - Y_Y"C'_'C;'C_C_4;Y _Y Y'_i=4:Q:Y
iI—�USUgL USUIy
31
EXIST GROUND D "' 13 -PRIDE / --r -- ' r 1 PO ME. U J3 1 6_ J L �' EXIST GROUND
O /l CROWN L GRADE TO THIS LINE
GRADE ro THIS LINE J HOSPITAL CORPS ROAD
TYPICALSECTION
NTS USE TYPICAL SECTION
STA 429+48.71 TO STA 433+10.74
NOTE; CURB AND GUTTER TRANSITIONS FROM V-6' (SPECIAL) TO 2'-6' BETWEEN STA 429+48.71 AND STA 429+58.71
1) 1 -z 1 A I F
111111111
DTZ
MACTEC I RK&K JV
:•rcr U hT
DTZ
MACTEC I RK&K JV
:•rcr U hT
CES 0.:,fP �GFa NJG JEM �$B
B•uY rwi� SL11
»<• ucru� GSE
ttPu+r au,ryu IUTM
ter`
Z
Z
o
25Y
o
a
O
a
O
Z
co O
CL
J
a
d �
r
O
Z C
a
u
O LLI
O
x
z
y
W
w
w U
f7
m
E Q
Sll
O
Z
0
U
Z
w
Y
•�
J
J
J
O
CL
Z�
2
SAS
x.Eu
NOTED
EwatEs nc� P-13Q
eanla........
�.rr•, r • 1255932:
s�Ecr 20 GI5
GX312

DI
PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
>,h/
CONCRETE MEDIAN BARRIER RAIL
C1
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
11' AGGREGATE BASE COURSE
x
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S12-SC
J3
6" AGGREGATE BASE COURSE
Y
4' FENCE
DI
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
RI
V-6' CONCRETE CURB AND GUTTER (SPECIAL)
U
EJOSTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0E
RZ
2'-6' CONCRETE CURB AND GUTTER
Z
4' CONCRETE PAVING
P
PRIME COAT AT THE RATE OF 0.35 GAL- PER 50. YARD
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
1.1 SEE PLANS FOR TURN OWES, TAPER LOCATIONS, & ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPLINES' SPECIFIC DETAILS.
2' 10, 2' VARIES 7' VAR 24' TO 33' T VARIES
MULTIPURPOSE f (SEE PUNS) CLEAR ZONE (SEE PLANS) CLEAR ISEE PLANS)
TRAIL ZONE
VAR 0' TO �11'
4' VAR ll' TO 12' LEFT TURN LANE VAR H' TO 12' 4'
SHLD TRAVEL LANE (SEE PLANS) TRAVEL IANE SHLD
2' L 2
O F IPS FDPS
, C2
0088 0_m !0.08 008 0.m0 Om0 o.m0 0.a2o o,m0 RD8 6;1 A
rr•:=r=cz:rrL USUAL USUI�- L
�GRIaDE r �I� 3.1�y
11 POINT(-+-= J3 ' GRApE.
EXIST GROUND POINT EXIST GROUND
L GRADE TO THIS LINE
STONE ST.
TYPICAL SECTION
NTS USE TYPICAL SECTION
STA 600+62.59 TO STA 604+42.56
2' 10, 2'
MULT4-PURPOSE
TRAIL
n
o.os 6.02 �a.a
n
EXIST GROUND
VARIES 7' 24, 7' VARIES
ISEE PLANS) CLEAR ZONE (SEE PLANS( CLEAR ZONE {SEE BANS)
4' 12' 12' 4'
SHLD TRAVEL LANE �' TRAVEL LANE SHLD
2n" ,
FpPS 2
FDPS"
8 61 JAL I�rB 0.m0 C2 OA20 , 0020 m0.m0 Otifle 6:1 0 T
1USUAL 6:1 _ s44'lrSS�� - +ri. �USU,U USJ
GRADE_ ter`
POINT
POINT EXIST GROUND
GRADE TO
THIS LINE
STONE ST.
TYPICAL SECTION
NTS USE TYPICAL SECTION
STA 604+42.56 TO STA 618+26.95
nil
r
m4WN
OTV
MACTEClRKBKJV
uwmiP —
cfn;n wx. Ui>a
o
u
E
�p
Z
43�
o
"
z O b
LJJ
I
CL
7
04 C
t"
Z
00 p
l
E'7 d
?
i
C_
F
O
Z C
L —
W
Z
y
w
Q
G
W
D7
Z
w
LL
W
b
V Z
J
Q
wV
-s
�
Ci
2
0
o
�
$a_
`a Z
a
u":.-
6S Na TES
Ea N
ccr �ra,.waa. 4-.
4�K�C [Aaaalf, 4[_
f2555'.?s
—ET 21 ,E TilS
I 1 1 7 1 A
GX313

PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
W
CONCRETE MEDIAN BARRIER RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
11' AGGREGATE BASE COURSE
X
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 512-5C
J3
6' AGGREGATE BASE COURSE
Y
4' FENCE
Dl
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
Rl
1'-6' CONCRETE CURB AND GUTTER (SPECIAL)
U
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OB
R2
2'-6' CONCRETE CURB AND GOITER
Z
4' CONCRETE PAVING
P
PRIME COAT AT THE RATE OF 0.35 GAL. PER. SO. YARD
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
I,) SEE PUNS FOR TURN LANES, TAPER LOCATIONS, a ISLANDS
2.) TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPLINES' SPECIFIC DETAILS.
2' 10'
2' VARIES
7'
VAR 24' TO 64,
7' VARIES
MULTI -PURPOSE
TRAIL
!
(SEE PLANS)
CLEAR
ZONE
(SEE PLANS)
CLEAR
ZONE
(SEE PLANS)
4'
12'
VAR 0' TO 16,
12'
4'
rSHLp
TRAVEL LANE
LEFT TURN LANE
TRAVEL LANE
SHLD
_
EXIST GROUND
0.08
d:i USUAL
S
� _UAL
�PGRADE-OiNT
2' (SEE PLANS)
FDPS
O.O
_ UAL�i,.,t—�t`�t:r- ta_s�-,_i:rsrK:l4rr�-r_!_f-r_z^-�:s_r�
6 1 US
—.11., o �J _cwwLJ �
POINT
2,
[F7DPS-�0.020
USUAL
iI
USUI!l.r
1
`EXIST GROUND
GRADE TO
THIS. LINE
STONE ST.
TYPICAL SECTION
NTS
USE _ TYPICAL SECTION
STA 618+26.95 TO STA 622+78.89
2' , SD' ! 2' VARIES 7' I VAR 24' TO 64' 7' VARIES
MULT1,-PURPOSE ! ISEE PLANS) CLEAR V {SEE PLANS) CLEAR (SEE PLANS)
TRAIL ZONE D,TO AR ZONE
4' 12' 17.5' VAR O' TO 12' 12' VAR O' TO 12' 4'
SHLD TRAVEL LANE MEp LEFT TURN NNE TRAVEL LANE RIGHT TURN LANE SHLD
2' (SEE PLANS) (SEE PLANS)
FOPS I 2
CI I�"NT-
0-02 i■ n cz FpPS
rolNs ')`
'OI.Oq .-u�B D�o'Io o.oaD o.029 a.o2a a.m6 o.oel 6a 4:L 1
~� - ��6:1r vrt:r. t't _rc'a•_ - - rr�c_tr�m-v:rrr�
( rrri�rr r ri�:r rzr?} jI1 USUAL USU►s-
B ��- Z roR el 03 6--j EXIST GROUND
EXIST GROUND
YI �I
GRADE TO
THIS LINE
STONE ST.
TYPICAL SECTION
NTS
USE TYPICAL SECTION
STA 622 +78.89 TO STA 627+20.03
' Z "ERE MEDIAN WIDTH (BACK -OF -CURB TO BACK -OF -CURS) IS LESS THAN 10', GRASSED MEDIAN OTHERWISE.
1 I I I A I 4
- oyfRy S,EFK�. {
t DTt
Or
MACTEC I RK&K JV
uwr� rv-w 11T!A
3 V_
E
V ✓- o
J
Z
O
'
N
I
LL
F
Cf
N C
to
J
00 O
L
a
O
a
r
Ln
V
C
Z
0 w
�n
Z
Y
V N
0
O
Z
l9
L O
w
}
Vn
LL
Z
a
H
U
v�i
f—
o J
n.
[1
I
Q
o
qZ�
a
�AS
rTDTED
E-ECT 1. P-13E2
c S=.:Lti1P. W.
11L nP..ew nr.
125543'S
vcc: 22 t• 619
GX314

PAVEMENT SCHEDULE
I)
.' AGGREGATE USE
5
8
a
G
x
K
fJ
1
7j��
1 1
_ NOTE; PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
1.) SEE PLANS FOR TURN LANES, TAPER LOCATIONS, R ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPLINES' SPECIFIC DETAILS,
��SNv�m„Anw,p"��,.
HK
VAIUES
r 24' 7' VANES
W PLANS)
CLEAR ZONE ! CLEAR ZON )SEE PlI41JS)
a' I2' L 12• a
MACTEC / RK&K JV
--
SHILD TRAVEL LANE } 7MVEl U11vE ID
2 �.
a".crm
FDPS
C2 c� DPS
4:r 6:1 �08 o.a?o 0070 I 0,m0 tl[Zo 6;1 A:1
L -vSU4L USUISI-"""�...-��=�"'w-s _ ��-�� ��USIIAL ISSUIS_
L
ewn,.�ucua�.:
E �M y
E7USY GROUND
:i1 -w, ri Ui
EXIST GROUND
L GRADETHIS UUNE
us AMP Ica. uF I� f--SE
.m e
P--1+ 57Is
WF LWLSB
WOUNDED WARRIOR_ COMPLEX ACCESS ROAD
'MI' "'^" vim
TYPICAL
NTS
1E TYPICALFON
u a
i
L
Q
J
STA 501+11.36 TO STA 502+75.85
y
V
t Q
•Q
�
EL
00
Er
L) IL
r'
d
�
O
ZL,
a
o
Zo
N
ID
d
U3
Z
F-
E
u
LJ
J
Q
(n
yuZ
m
o
v
- >
V
CL
tr
W.J.
AS NOTFO
Er.Oasr xq� F-13E:
uxsra.:aw. w.
12559320
WET E3 S% FA9
GX315
1
I
7
COURSE
W
LONCRLYE MxnIAN BARRIER MIL
Cl
I 2• ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
}2
[7• AGGREGATE EASE COURSE
x
2' FENCE
CZ
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 511-5C
j3
6` AGGREGATE BA5E COURSE
Y
4' FENCE
E105T1NG PAVEMENT AND SUBGRADE 70 BE
D)
a' ASPHALT CONCRETE INTFRMEDLATE COURSE, TYPE D9.DC
R)
1'�' CONCRETE CURB AND GUTTER [SPECIAL)
�]
REMDYED, REPLACE WITH EMBANKMENT TO
Z
BOTTOM ELEVATION OF BASE COURSE.
a' CONCRETE PAYING
L>2 +
I
_
a' ASPHALT CONCRETE INTERMEDIATE COURSE, TIPE Ii9.OB
RZ f
V 'I
2'-6' CONCRETE CURS AND GUTTER
CO ^ICRF7'E BARwER RAM
P
PRIME COAT AT IMF RATE OF 0.35 GALPER-SQ. YAAia
1

1
] 1,
31
PAVEMENT SCHEDULE
JT
+' AGGREGATE BASE COURSE
w
CONCRETE MEDIAN BARRIER RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
11' AGGREGATE BASE COURSE
X
2' FENCE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE, S12-5C
J3
A' AGGREGATE BASE COURSE
Y
4' FENCE
Dl
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
RI
V-6- CONCRETE CURB AND GUTTER (SPECIAL)
U
EMSTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE,
D2
A' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OB
R2
2'-6' CONCRETE CURB AND GUTTER
Z
i' CONCRETE PAYING
P
PRIME COAT AT THE RATE OF 0-35 GAL. PER. SQ. YARD
V
CONCRETE BALMER RAP!
NOTE: PAVEMENT EDGE SLOPE$ ARE 1;1 UNLESS SHOWN OTHERWISE
1.) SEE PLANS FOR TURN LANES, TAPER LOCATIONS, A ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY,
SEE ROADWAY AND UT11TrY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UT}LRY, DRAINAGE AND OTHER
OISCIPUNES' SPECIFIC DETAILS,
(SEE ~PLANSI
CLEAR ZONE
CLEAR ZONE
(SEE PLANS)
1'
rSFILD
FDPS
12' _ _ 12'
TRAVEL LANE ! TRAVEL LANE
4'
SHLD
4:} 6:1
}plB 0.020
� o,nTO UA2A 0.020
FDIPS
q��
6:1 1'1
L 'us4v USUAL csz't'^rsi!?'a:r.`r1r7 :r=l jj�USIJAL
1l Ai Uf EXIST GROUND
4 POINT
LEXIST GROUND GRADE TO
THIS LINE
HIGH SCHOOL ACCESS ROAD
TYPICAL SECTION
NTS
U5E_TYPICAL SECTION
STA 700+51.53 TO STA 705+14.00
P&7
�. �S k rcmpr.", .y
3.lpiESS/qy,� .srl
SFAL `
fY 035853
MACTEC ! RKBK JV
.wa+na
r:ontr
ralrsr:la. a a.rr -
cE5 AMP PCax V+K- Ic» Z,SE
n W JF2
BF.AxN xvli.rP j1Ah
axon-xu t� UTL1
1
s U 8 u3
� Z J <
w w
1 U
_ CJ
c C3 CNcc 0
C a
L"2 o
O
d O
O =
U
Z C c71
W
Z
BI
W � i
W,
y W V Z Cj
a HLJ W
w Lj m J
W 4 �
4Z?
ssut� AS NOTED
P-1362
[Cx+Stn. ca+ix.xu.
iuxi �[ [ •rx6 xo
125533°T
S7EV 2a 'i19
GX316

1 -2 r
I L I
g+ 66
m STA 2
1 row TCHl.1NE o
O� /\ to ti ' • " ` � -`4A'• 0��3�2�0-��.. -'
DRNE J POT_ SJa.10+00 = .
BOUGAINVILLE,. DR ;POC 11+70.00-
BEGS PAVEMENT N,363051.49,E)-2484851 IIAS
.ETarcH - N�
M YL IRPOSE TRAIL-- IMULTppriji' SET N r-
STA:-10+00.00� - > POT Sta
N 363209.71 02 G s� ci
E Z484716.86 TD, BASE DITO
SEE'E)ETAiI G�/c
i�` ti
LAYOUT SHEETS
zzzz
Q - _ - _ ! r f _ I PC SJo: 17+2186,1 �,1
20 SOR6
�'
_ _ _ I 299916
E 248468
LLJ
TU
Z "_-�'f�ti � � ,4�"` • i'�� -ENTRY, R AD 1 I � �j ; �1�� tip:, � �
------------
BASE ENTRY R7 \
STA 45+00.00
N 48464 .1 1. SEE DETAIASE L
rtcH\
r i '�•,''r N 3632b739, E 248464j.f1 c- SEE 6ETNL
E 248455376
25
1
�•' � 03:34�'n}{ 141 qy'-207U I
= CAMP KNOX RD POT SJG.26f51.82
SEAL BOUGAINVILLE DR POT 5ta!10+00 = /r N y
0s3384 BASE (ENTRY RD)POT SJo.96+39 N i
•• Eht INL��rrr
�Y�31l✓� \ �! i. MATCHLINE STA 24+25
I o BEGIN CONSTRUCTION PGL
�iTRAJL 2 I END CONSTRUCTION PGL
30 BEGIN
ICONTRUCTlON PGL 20 m I
STA 1024 .00 TRAIL 2
ELEV_19Jd STA_II'L85.00-
-STA-10+00.00 PI-=-11+50.00- - END-S
ELEV 10.58'
ELEV 16.70' 1 � EL = 1150' � RAN'
w 7- �1 I BEGIN SLI
EL=l1995'0 'I �5�00i VC - 7 i Q TRANS ;
D
20 VC _+ - ``------ 20' 10
10 _c= -
,.� 1+12.4138% � :BASE
I -- 'ENTRY RL
END CONSTRUCTION PGL--___--- -- OG"' i
10 L� TRAIL 2 0 NC f-2.0G1 ...-; �---_2
ST-A-11+85.00 �
ELEv Id 58' 10 + 00 11 + 00 47+3OL
10+00 11+00 I _...„ ., i 47+1 1
30
20----
10
4
0
-10
41 + 00
1ELEV 287
KNOX RD CL
0 PGL
I -PURPOSE TRAIL
SEa 85.09 ! H/�-�' 1 I i 1 DRNEJ HWBERCP
!'AI1iL 1 PUR SEI -1 �'I \� 'P! St, 12f63.77 PI Sio 54+25.3!
c'`=j25'000001LT1 p = l058'14.8'(LT1 3 -
1 pgf E. PTr SJa. I +71.09 D l-1 11-27' 33.0' 32:20.3'
SJa..!l +52.9 „� i � �s L = 121SJ7' L = 5/0.00' s
_ ° I T i=1110B5' T = 155.48'
- 1v 1��JNST•RUCTION R = 500.00 f? ` _ 161900 �s o 2s w
- DRIV J�:STA 12+00 I i i II[S�i" FEET)
BEGIN I PA VEMENI ` ;j li I I ri obi HqD
,(ui1L27-PURPOSE TRAIL'
:�-P'/' � --f-J - i4 Y��• 1 • S�fA 10;t;00.00 ! �1 ':i
1 1 362933.91 I i. ND I G DRAlL I Ln
l E 484811.2
BEGa l'; 50 #62.5 I i o
IN_';y F I a 3.0y0'jLT
f �I
�-
i 1 Fs
1 1 r�J 984bb45 I c?nu w { 1 13 5 1 �I Ufa 133 oG•
;2
1 N 3627 3a ! w {! '. ..' 1 -Ly 'I!2
Ei i i- i
a B9 12 1
I1 !2'�\'�
L , 1 I '• BA ENTRY ROAD y
d \�I 1 4 1 F < 1 Im I! I I 1 1110\ WIP1 2GI-AI i I
y " U f I 0��--► r2
Ln
i -04'0 1C'Ap
N 36246270 -{' g5ij...% .-
\`
E 299495685 � -ti t :,4�i "y .
Q 21722
RettT kF t�lr
1 R1U, p \\`\ ti I:1
1 r N 3626 '. -B R- E+9 SEE GEOTECNNICAL SHEETS
53 92 r'gpRf2 ��°'��ELrµ �•F;a�O`-
\ 1 END, UARDRAIL \ E -14115119121
G!N UARDRAIL NOTE: \
4 08.0 Fox 'cvLVF'T 1NIFL udoS"E 1 S �/ PAVEMENT�MARKINGS SHOWN DEPICT FINAL MARKINGSAll
R OUTIEr DET Il5 SEE
`� , s NCE 'FUTURE ROADWAY TO, THE NORTH IS BU! .SEA aYL
AVEMENT MARKING PLAN SHEETS-CZIO!
�';� i \ �1 i• ; OR jlNlTERIM`y MARKINGS FOR SUBJ ONTRACT�-�
EEI SHEET ` 503 FOR INTERSMTIOI LAYOUT' MACTEC ! RKBK JV
1 1
;1
SEE SHEET CG501 FOR__DITCH DETAILS
BOUGAINIRLLE DR GL '
DRNE I C!" STA 101100,00
[PI = 10+55.00 80UGAINVILLE DR CL �c
EL = 2198 "
{VC = 551, STA 11+70.L10 IF'
K---4- r BEG1N}CONSTRUCTION-DRNEI J " u, ASH IL" JL6 Ic» mlu
STA !0 +26.02
ELEV '2159' END CONSTRUCTION PGL _� s B
20 (+)!. , r` P! = Jl+4000 DRNEJ y-E L5.
-ST.A-12+OO.00
K-!0 EL6V10.36' _ z
Yv--- $ U J
RIGHT OUTSIDE 10-
[ _--_ z =
-EDG 0E-TRAVELWAY- - - (=1L380 --------j------------ - o w
DRIVE J 10+00 11+00 12+00 { 13+00 14+00 3 o �
. W
i BEGIN SE TRANS PASS TNRU OZ CATCH POlNr PC�Y BEGIN FULL SE END( FULL SEI -
6A% I 0 =c
-Q
I
RlGHT-OUTSIDE- 3 - � � C14. -
I EDGE OF TRAVELWAY Z �00,y d a•
I BASE ENTRY ROAD PGL I 1
of ... CL
o BASE ENTRY ROAD NC (-2-Z){ I ! LEFT OUTSIDE 0 a
EDGE-OF-TRAY€LW Ay - Z w R
CULVERT Ct jj 49+75.00 I 50+95,83 52+16.66 52+69.83 53+85.83 54+63.83 z U
FI. 2046' ( I --- I- - I I 9 d R
_-- - - �20 ulul O
I (-X1.35Cb% r+J0.4500%--------- ------
1 1 1 J
I IF j 1I I f`-I I 11 I _ STA- -H`"EUP-49+
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
W
W Z w
PGL V BASE ENTRY ROAD q u
I 10 =�
LL V. C-r1
PI = 50+00.00 EXIST GRAD La PGL a 1
EL
VC =150' 0 `a_w
az�
K-=-187f I
I I Y-
1 x•_& AS I10iEU
­c1 xa. P-1352
-10 can*x.,rn:z .........
a;fe[ [x.xxG x0.
50 + 00 51 + 00 52 + 00 53 + 00 54 + 00 55 + 00 2559507
s�Er ?p- is ol9
CP101

r
i
HWBERCP RWBERCP
P1 StD 54-f25 31 / / j �r / ' ! �I PI Sta 7D+38.56
p = 19 58 148' (LT) f' j p = 25" 47' 39,7' (LT) Ps
D = 3' 3Z 20.3- / GRAU 350 f _; r , ' ; D = 2' 13' 14Z ?Q
L 310.00 r . / ,;' '. + L = IJIL54' ©1
T = 155.48' , '• END GUARDRAIL , / • .' \.z T = 56535'
? = 1.619.00 f ` i 59 r47.43 e- r . / �� {� R = 2.469.00'69Da LT
ss w
SCAM IN FM
en BEGIN. GUARDRAIL �TDE PROT1
a 57 f74JO3 r sV DI TAIL
69.00J LT # _. —=l- \ s {F ., _ s . to Hi -
-1-
TOE PROTECTION ; '' ' - ,9oR13 - . C� 17, _ 1 j1} O
HIV - SEE DETAIL a = r _I - - N 36N5574 , - r� i , t1F' _ 1 _ +/' y LAT.Y DITCH
sEEOETAfLc
Q_F=I £\2a8532791 1 O 'r/`'ri ' ,1
F BORI7
© - CW CAT-1 -�rl �i.F+a �- . 4'' L x 35/2O53a C N
+ — / 1 y r2 { 1- , 1 71, +
Lo
Lo
1 r \� •r''� \ Es 701 . 122 ../; •r . l
7GI V • � t - ' ' � " g 14?9-19' f-
Lu jFNT /.` � 3•_ "--� LuBAS� F �hU
Z
/
1 CAT -I .F_ _ ♦ Fes_ �� =G _ ,- -_ , / _ ` r 55�y`rv..c
:`-H7R12 TOE PROTEM0 1 its -Y
U `NTs2F9w-<r' SEE DETAIL B F - \ 1:]\ F ` ! 1 - ,: r
F 6Dfa5 J F t , V 033194
�"-' I - -- - - - - 1. / .� N3&6766Z •F. ---F �.F �,
C� = GRALf 35a' FSH �F \ \ E 2d8539353 e La K3N43633 J r�fAGFKEEr;R
0
,`�-E 2t85S7235`
BEGIN -GUARDRAIL ° 5.ND GUARORML
S 4.03 cn _ 5gf�4.73
57.OQ RT 'T rB 57.00' RT ..
1 h1WBERCP
BOR19 Pr Sto 60-t4971
' 1sr�r�a5B.33 ,
�F 2a8576479 p = 8.15'3zs 1RrJ ,,-
! 1 D = 2' 44' 43.3'
R 12.087.00' ` ��>..
SEE HEET`G5011' / 1
FOR SPECIAL I[Z�;CH,DETAIL$
PASS HRU 0% I I PASS T I RU 0% RIGHT SIDE
PT fENDIBEGIN SE)
60(-- BEGIN rULL SE END FULL SE (END/BEGIN SE) PC BEGINJ FULL SE LrSIDE 60
bQl"' 5ef 5Af- E- a EDGE-O 1 5—
.I LEFT OUTSIDE I , 4../ jj { I I
3 I I I I EDGE OF TRAVELWAY BASE ENTRY RO PGL I I i- 1 BASE ENTRY ROAD PGL i sI E
1
50 - { ; 5A/ , ! I RrGRT oUrsIDE I I I I Ln K
O ' NC (-2.5%J EDGE OF 7RAVELWAr . •{-N44;1-1 J 1 ...{ CEFT-OUTSIDET I 50
584-m3 59*95.63 61+03.25 61f 9.87 63t45.25 64473.21 65+58.25 EDGE OF �TRAVELWAY =E+ 55t79.83 57F53.53� j =T
Lf) ,
40 _ Ln _._el�5f5o.00 40
`. EL = ?710'
Q VC=150' Q
CULVERT C2 `�`� AGL v BASE ENTRY GOAD BL K = 147
30 cn ; - I ''.� N 30
uj EL 24.09 (+10.45D0% f-)f157OO/. Lu
z(+)0.45007 I ,� ! I------- ------- ------- l-aD5T00% Z
20
20
- —_---------- - `--%�— f-)03000%
!— -- BEGIN SPECIAL DTTCH - i--'
EL 7 48
TO �--'------- _ 19ASEIENTRY ROAD � 10
ELEV 210.00; LT
LT
1 EXIST GRADE 0 PGL - i i - INSIDE
0 �.` I 0
I
EL -0.52 'x7' RC9C
I I ` I STA BASE ENTRY ROAD 58 1 82 _'O ! I I I -10
55+00 56+00 57+00 56+00 59+00--___664 00 61+00 62+00 63+00 64+00 65+00 66+00 67+00
■
G
■
E7
■
f�
SEAL
035865
Mf
DTI
Oil
MACTEC r RK&K JV
uwlF w w um
FLs PF" fro. c,ILI tw SOD
RE
wae. �: SYR
CSB
unar t.?i N1M
V d
i.i
u
�o,
I
p
CV C
0.
�Z
[o
d
s
a
O
U
Z C
J
a
0
W
o�
a
D'
z
w m
w
a
H
y�j
V Z
LtJ
4�y
ssuc.
AS NOTED
cc.e 4cr xt. P.li_r
cc«sru, ..........
...... ...
..ter ow+rm: x7.
i2ssgsaa
:Ncr :OS I• 619
CP 102

1 2 3
Hwel Rcp
_ e T AR A W A �r`� BPMPP8
'yd
s a
PJ S.a 7" '39 S'T
d = 25 474739.r fLTJ !� T R R A C E x8 P1= 4002+06.27 60xao
D = 2' 19' 142' G = 36 56' S7D' ILTJ, N 35060553 y a
C' ZJs99 1r�
L = Ill154'
T
D = 24.22' 523' v y
t = 15155' *+z
�s
R = 2.459D0
, 'r �ai T = 7851 .v� \xq -3 n 1 0��
MATCH EXIST O� .' R - 235.00' cn v \
�r,
ELEVATION..........DITCH -
�sm
CROSS-SLOPE � A _ r 00 pLn
'e O TONS CL I RIP RAP
o �s w
'* h
z TONS CL a RIP RAr & GRADE ►O 100 t3J.93 = Q le, uEc. cur eRsE DITCH
MYJ SY FILTER FA W a w RA► N x SEE oElAri f v�t4 sr FILTER
BEGIN PAf�F=IiF_?vT l4A5' L TER FAMC a g
SPEC. cur EIiICN
SEE DETAIL A
1 e e e e em-�-�
SCALE N FEET
3Gp TAPER
+ `�
MULTI PURPOSfi_TRAIL
+00.00
LT 179e
43A 4001 +00.0011
N Sf03B9J O ~ UT. V ORCN N 360837.38LAT. WE `CH `. �_--
'
U E-2486274.95 r
r
11
+
"+
EF AIL Dr
E Y�95�2bJ O SEE DETAIL C ,� .��
N� �orl� �- MULrj" �-R P_05 ~
+
_
T
�1
I
I
tOOD0
1.0 56DO' LT =
an -
2.00' LT .- 4 �' - _ X ! !✓•�� .�e> 12 5 Tg �
r.
v
El ENTRY�,tIUAP\ �3O' R rz
�'
+00L,b
lO55' RT
\ tO0A0 - ` i • TTs
1657 RT L : • ] : L y '; `\ f `
�•_'
Tu
V ,�
r
OCi:37:73 r�20-2079
{_04c
",i
C{D�.&� U I Y
m . '
�45`51q��9'
x $
1.(�
- `; ��1260'
1 -:: !. :-� _ �� -���
RT +00D0 / { +94.84 t`•'' _ F �'+57.57
,F1
V
sera , 0
a�
r '`�'�ESS!
_ •! 5 '�
S,
_ .` SE u e � I
_
j _F 14f0 RT ` ,FfO000: ;. 119 47A0 RTC. \ 4 3LY R 47.00 RT GPAI}E TO 9RNN E 2 40
'..�..
-
033184 =
--'•F'�iNEt
035865 i
�'TGI
-
T 1 GRAGE TO' URNN ROAD
33 O GL RIF RAl• SCOUT
, V'
CT�---
��• Er,•'?
.p
+1.nH
1
sr TER FAIIRIC I G RL` Tg
f' +n oN RAN o1JLr ` l p sra. 9ror+ 3.
6Op TAp ` 7r r j I;'{ N j t76.7 1 ?2 MATCH EXIST
Eq 1' ` ' j; urur i.? I �Pt ; ELEVATIONDTZ
1
1
- eER- ys�a9.Te 7.50 RT ,9 \ _CROSS -SLOPE
f j&GRADE
�
I f • i
J
1 1� i � � J - \ Q� \�LV Q'
'^ a• r� SRGSACP. \ G s�1j
11 Slo 910! h77.96 BEGIN CONSIR VC770N
7
P!9101177GIRL SCOUT CAMP
'
i
MACTEC I RK&K JV
40' 71 rLT 1
ACCESS ROAD
Dv 4�'44'47 �STA 9102+76,60
N 360365.42
I
i
I T 44A5' SEE
E 2486246.25 R='�12000 FOR
SHEET CG501
SPECIAL DITCH DETAILS
[[
!
Ira• Wu e- SOD
w�-M
60
_.
_
1GHT
[
Dill SIQE_EDGE��T.RAV�LW
BASE
.
(ENTRY ROAD PGL 1
I
I
I
I
I ND FULL SE CATCJ PT : POINT
I I I`
PASS THRU 0% END/BEGJI
E SE
i"
PASS
THRU
O%
I
!
s
I LOy
60
- F .. - s-Z
i
I
y
Z
50
: -- NC
T5f3276 75 184.75
I-z�„ .`_
77+0199
�
N
�e
50
U
w a
rEf�OUTSIf3E-EDGE-OF-TRAC<EWAY
`�"
76i64.00
77f92.33
78t82.72
+
:E
; o
T
40
.p
f�
40
c
Pr = 72f9650 �-irIn
o
= z
0 0
EL = 22.34' +
VC = 15LY TI-PURPOSE TRAIL: PGL
az
ROAD
BL
IOU
K 172 (SEE TRAIL PROFILE SHEETS) .
=
^Q
4
3030
O
aw
-
W
,e BASE ENTRY
go
a
fP1=75t45AD
J
W
z
W
O
fl
20
�J
Z
l-105700%
I
I ----
I
I I
I
I JEL = 15.55' LT 1N v!
I f-10.5700;. r+103030% / I I I ,
V1
110 3000Y
Z
J
20
"�
?
a
- -
I__------
)
-- PI-72t50.000 1 I I
---- _�------- ------
-_--- ,I
t,
_
0.3000% ---
()
I
i /,
P!=71t00OD0
J J
I . EL = I i LT IN ' 7 R`}iL_1 j +"`"�-------1 -, l t10.35M2
-
-`I
I+0 03000/.
V
`^
2 Z
w
10
- -
-�
_.
EXIST
GRADE PGL
EL = l8.90 LT !N
I
I (t1 238%-` --
I r"` I f+J'OB968% I
+ 1 BEGIN( SP_EC1AL-DVIC
DIlCN- -L�+ t 7
ROAD L+ BASEIENTRY ROAD
STA 79f40DO
I``--
P,1=76+50D00
-ft-15B9'"LT-1N
I I
I
j
H i
j
10
"'
= -_,
�'v
4
�+
m
a
w
to
BEGIN-SPEClAt
BASE ENTRY
E)
STIA
ELEV
73+50.00 I � ELEV II4.79 LT �
f
15BO' LT
OUTSIDE END SPECIAL DITCH INSIDE
END SPECIAL
BASES
ROAD
ENTRY ROAD
0
,
X
_
`
-- JEND-SPECIAL-DiTCN
BASErENTRY­ROAD
5TA-78t20M
�zs
5TA 79t05.0O BASE ENTRY ROAD
ELEV 1452t LT STA 74f40.00
ELEV 16.40' LT
INSIDE
u ;�
I+oTEo
E-c. K,
P-1322
-10
I
I
\.
I
lNS1D V 14.79 LT
I I a
I
I I
f
-10
,F.;::;::�......,
68 + 00 69 + 00
70 + 00 71 + 00 72 + 00 73 + 00 744 00 75 + 00 76 + 00 77 + 00 78 + 00
79 + 00
5 E
FE
12554709
zve LE a�g
CP103
1
2

L
4
N 36&02r4.Js t 42.56' LLT ? Q ` 37.00' LT TYPE B -77 -
'
f J I + 852'. L E za9664o5r 4L 1 yam, PDT Slo. s018 7 R qIL; r� _
1 iOI
LT 44. ' L l2.64� 1 z 36.05 r 109 ,oa Fera -35.
4p. ' LT O f SCUPPER I �1
q- 11,$4 L }�' 1 I �]7 � x j5gg��l76
9AP LT z zc.Irr r ,o� E =113-T
rz' r r RY -ROAD
h BRAK - on
B it N ` \ t85.35 30 R ¢P1—W
42 , _ - _ -- ZRE6' RT MASTER 350 "' re ..tiol la 1 • Lj j
`-+iJ577 T �N S59Y6285.' t `' ~� 11-0 X 1 Z 03-srlsa! _m- 2oa0 � k �9• i�Y
�e v
�'! z 12.45' RT -- lr p487pg26s /2 r 'fir "w
25' R 40.58 RT + 1� r {-0a { uS��Rieu •.
_
94.5$`' fDO.A, to
OE[NL[Af[FI PSH , . lr N 12' SFJLL e = -
C ,� + �•OO —J
�23 ! +ls.E , F 0339E 222ar3 �ti' ! lEa END 'F ' J loa / �i� �Fltttte�<`,: 's EdCtlriE,�`=a
11E RO/DSa]E DrrCF, ro GRAB . 350 / GUARDRAIL " � Y • �f `',? ` �
DRIVEWAY 1 rn w"t'k, o.
Ewsr. Low a� WIDE 89+832%�' / l �"r2 °`/�✓'/ L1/ �nr,
END GUARDRAIL89*8327.
BEGIN
90d T 4GUARDRAIL �' . �i r .DTZ
/ ! PER C 7 88t08.32' �g
} 41.95' RT TYPE'• B.-7,7 . ;f
co
rN 3 95%09 Q Q MACTEC I RK&K JV
, if 2457J54J6 ! • .
NOTE: LmEeiF la' PIPE £CROW-iO .DIaECT'� 's 1 #
s lar PIPE FROM eanlGE INTto STxuGIN
CrvllE,lo1L.� NbRTH A //ECREEK O cj
i INSTALL •WICK DRAINS UNDER LIMITS OF.:EMgANKM N7�',, �TA"90t0$.00 =
SEE SHEET CG501 FROM 57A 67+60 TO STA 90+20 1N- ACCORDANCE 7 '
FOR SPECIAL DITCH DETAILS WITH PLANS AND SPECIFICATIONS:
k LniF+.'i�r to f+Y
I ors Mi Iv+ CJN I:» SOD
C.ATCIf POINT CATCH POINT ~`• ff
PC BEGIN FULL SE END FULL SE PT ; PA55 TN U 0% D SE TRANS. SUN
60 G ,FFjT oUTSrDE EDGE of rRAVELwAr / fi{� �r rse
- -
•
s
i ( BASE ENTRY ROAD PCL I I I' s E u'�
;f50
J E
�N z
fy
8D+0925 8040.72 1 RIGHT OUTSIDE EDGE OF TRAVELWAY 87 64.61 87t91.47 88t9 &! 89t83.00 27
794310 88t02,23 ± s^T o
40 I 0� 40 - I
PI = $6t00,00 I p
Q EL = 24.92' Q ch d
VC = 150'
30 K = I00 Pr = 37,4-00.00 BEGIN BRIDGE OVER NE CREEK V% 30 z v
EL-=-16.5P'I ST-A-90f08— Z 1� a
PGL 0 BASE ENTRY ROAD BL VC = 029 LiJ
l i1J K= 105 ELEV 19.29 z 0 m a
Z (t)03000% l-1120OIp% 1 BEGIN APPROACH SLAB Z � O
20 J I I ! I E I BASE ENTR}�ROAD f+gyp% 20 z W m
_--------- ---- I 1 89t83.O0 STA - -
= 0
--------------- �- (t109000%
Z
Q - R9825%
'O +C MULTI=PURP05E-TRATC I'GC EXIST GRADE PGL —f I - — lO u14
(SEE TRAIL PROFILE SHEETS) ` I _ a m
i E REGIN SAECIAL --- 6 I
BASE ENTRY ROAD END 5f'EC1AL_DI7Ch CONCRE - --- 17.} ' V
0 STA-87+OODO— �SF_'ILL_SLOP-E _ 0 z
ELEV 12.06' RT BASE ENTRY JROAD SEE I BRIDGE PLANS o
E STA 87#57.00 sc :r. AS HOTED
! ELEV 11.5d RT APPROXIMATE MEAN HIGH WATER LEVE
jE ! ar�cEc: Iw. P•13?2
-10 f I I I —1 0 ccr........_....
80 + 00 81 + 00 82 + 00 83 + 00 84+ 00 85 + 00 86 + 00 87 + 00 88 + 00 89 + 00 90 + 00 91 + 00 °'°
12559510
207 V cli
CP104
.J
ti
?O
OJ
2111113„25 sc
501E IN FEET

)I
�J
1
50 �l1
T
t--
40 0%
30 _
W
Z
20 —J (+
V
10 ~
0
—10
RS ?ao
T�
;s 0 25 50
11111b�- .
SCALE W FEH
LO
M
LLJ
z
03-37 t8 PEti.jl 2Dt4
r
f QEESS�•h-
SEA'
US StSt S/Q,�c
SEAL r �.
_
033164
035865 '
.•�,
4EFgC1NEE��,�.
f,;Clltt���? I
r D17
MACTEC I RK&K JV
I
j
60
fSR
UT1t
o
U
I
j
I
JIEL
50F
LL
Pr =;
EL---28.26'
100-F05.00
0
1
40
G
- -
—
PGL
BASE ENTRY ROAD
VC
K -;
L 150'
107
o
z Z
n
00m.
a
z
(NOR
HEAST C EEK BROGE)8L
0
-9000%�-r=)0-50wy
30
Z ul
0
a
(t
(-�0.50ooi
W
Z
p
o
1
I
Z
"' W
> a
i
�-
—�
20
Z
m
J O
`—
!
I
I
1
V
Ez
LU
APPFRO
'PAT�MEfW
I - --
Aem
I
WATER Lrv"-
BPI
E
~
10
"_
Y Q
a
4
w
Ln
m
_
O Q
O
1
w V
T
------------------------
1 o
AS P107ED
--------
`----rk----------- 1 #
! I I I I ! I ! f I ! ! ! F-10 .....w.
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99.1-00 100+00 101+00 102+00 103+00 w""""""�
12559511
L El ?0° a 619
CP 105
a 7 I 1 I n

+13 BPAfPPBAN SRBSACP SCWT so%o0 90.40 440.40 U I III
8
If LT 6� ta.8� + 6. 7 LT SRBSACP HWBERCP
Pt Sta 40391-52.44 PI Sta 8994+7659 p0� 5 9Q.4D 0 9.00 LT
5) R 73- 24' 33.9' fLT1 6,57 RT RO%D P! S1a 899E+3278 P! Sla I19+1TA2 B.�M
f7975 +7 I 30 R D = 1622.128' D • = 38• Ir 49-T MATCH EXIST 5 3UY +6't 6 0 = !2 43 5 �fRT1 D - JrZr2&A fRTl It f I
IIA6 LT lOB9 RT ,� 30' R L = T193' \ L = 19219' ELEVATH7N Sta• \?
'�/ I +70.00 f84.52 T = 36A9' T=.I11B3' CRQ55-SLOPE L = 10123' L = 1,2S43Y OiOj11
66 76 RT 1lJ6 RT 1 T = 50B3' T 6'4857' 4
R = 35O.U0' •R = ISODO' &GRADE
+3973 +6934 BEGIN CONSTRUCTION \ R = 450DIX � R = 2,30000' 2,s o ss so Y = f
3628 RT 75.00 R > f15.43 BOY SCOUT CAAiP +404 �c cb IIISCALE IN rf F a
+6$ 5 i 30' R ACCESS RDAD - s .
37T9 RT - - g a !"Y
70' R 20' R 1939 R t83B9� 57�[" 8992 t 90.#d \ �h i`� -
+4D_79 .58 RT �� N 358005.03 0 ~ r. 0O
93-63
472
61.5'R E 2488905.94 TO PROPOSED_ B ¢
10{7.47 R.17
� >� +83.41 SORROW MT a x
75DO RT END GUARDRAIL \ TAR DITCH SEE OETAIL O y s ti s a
BEGIN DOUR `FACED 112f42.75
56.5' R 75'R CL B RIP RAP tt
/^ +77,07 GUARDRAIL 38.OQ LT wFr ot7ENT,°H \ t sr m "
6' AGGREGATE \ !l0+92.00 !ns M2 M A \
l26.6 � 9721 RT BASE COURSE � Y TYPE 8-77 � , � b -� - ^ �•- � � _
30' R W W BEGAN GUARDRAIL �+ Ln g� / ,/ ' i --- ------ i BPMPP
Q °4+ +7 ! f� LQ 10}ELT �n `� f + P15t0 4041+3115 � �t®�
�- a j 2 = 16 15' 92.4' fRT1 I P�
�8,�, t36.93 129.53 RT U o1 v sw A R,sER
sf79.95 C-t p TYPE 5-77 ,h (� I aSEE SHUFT m,,a D = 5' 43' 46.5'
}NpR 138.0E RT 111.75 RT +66JI t00' R-r31.35 Z TRAIL ` I L = 283,62'
3 �O l3124,-y J'S 166LJ RT POT Sty 4038+4PJ- 5 ! f T = I PT ..
_ -- 113.5'R is MArI fn 1 R �' S1a.9092t72j0 Ctj irraczo>nn
Is o Is m _ _5�' - +2L61 +2624 END BRIDGE OVER U6 �:_ is �c� 0e-Zo�;�a. ^goo ot:asan�;,;;,�,;•Ze-2oTt
I79A5 RT NORTHEAST CREEK �' O I �- } `c. Lu "fig 6 40 ..
!GATE s4 •FEEt •M %- - - _ STA NO+48.00 G .r, s
us ` :.pat{ I4�% Six
- SEAL
s
o „: MULTI -PURPOSE J a a 1 _r� sr>t N3 s7ag2 "j - 033194 = 035845 i
- SCUPPER
RPOSE TRAIL scuPreR r, -GRAU 350 - 4 Z -
scuPPEa� scu aE , E 24886327 f'wGL1r4Ef ~'sy••�'+f?�
p 4' P�
+00.00 +0000 +QQ + w.
j'�.n u
12' � 143 , 1 37.00' T 38.95 T 20 47• 97,•LT , � iu'�,� -_
12' t 5 33103,35Z E Fs 12
o -► x 3s7s,62A 13B 139 BaR25 TD0.00 + V _ - ... B24 1. 746 N 357752.77 F5' a
-- - N 12' E 248853OJ6 O " � s S O 248 O 38.80' RT 0' R us +� r ; -+ -a RK
CUPPER scurrtiR r l_r , 4 BRAKE om
-
scu"fol ls6 .S 1 ScuPPER ,37 BASE EN RY ROAD ti � �. u ! MASTER 350 1
+oa.00 M
V ' ! `\\` _ C -C 7Gi I,r MAY I 0 z 011 VACTEC J RK&K JV
L u x /3s7 EB2e +00.00 CAT-1 93.98' RT
39.00 RT 37.53' RT
1� EyE458488D7 END GUARDRAIL
Z 1//14255 6' AGGREGATE $ASE 13Y:
-j W . / TYPE 8-77 42.50' RT - COURSE MEDIAN
M ,sc CROSS OVER
= BEGIN GUARDRAIL DRIVEWAY 22
~ 110+67.75 � DRA SNIDE
V v 37A0 RT END DOUBLE,, -a rH
O FACED GUARDRAIL e SEE INSET FOR
INSTALL WICK DRAINS UNDER LIMITS OF EMBANKMENT ? TYPE B-77 12"I.6700
FROM STA 110+30 TO STA 1!lt90 !N ACCORDANCE % 900' MEDIIW TAPE t I1ITY ACCESS h � w,. eW k SM
'ROAD DETAIL wx J4E
WITH PLANS AND SPECIFICATIONS. j `� _ `_ I,„r �. w►
�4ti GSS
CAT
8EG�N SE TRANS PASS THRU Of CH POINT 4iu
PC BEGIN FU I SE I 1 I 2"" ;"
4.8% -..i.. i••- {--.-.... 1 LEFT OUTSIDE EDGE OF TRAVE4WAY
r l i I IlE_ 50 V Z
5O B/ BASE ENTRY ROAD PGL L g µ
Ln
r " I` r RIGHT OUTSIDE EDGE OF TRAVELWAY N F _ 0
40 + �IIOfT3.00 lI+63JO 1112+68.45 I13+3SJO �E i
T- 40 Z N c
o END BRIDGE 0✓ER NE CREEK L� co a
r k
STA 110f18 Pt = 114+l300
30 PGL v BASE AD ENTRY ROBL I ELEv 235 EL = 2122' 30 a 0 J
Q- END APPRt1AC1I-SEAS VC-=-150 a Z iy o
H l-10socU% BASE E TRY ROAD K= 188 H z O a ��++ m
W I STA I!(J +72AO I f+10 30001. LJJ z a
20I 1 "_�-------- =_---- - •----- __ _ I 20 _ uj
---- 7�psaopi rfao3aD�`- a
r f J 44112% '" ~
J � � f+10786P% J � � � Z w
W V
14 `� MULTI_ PURPoSE TRAIL P,GL Pl-114+32Qb0 V 10 ' j "I
V.
APPROXIMATE MEAN HIGH WATER' LEVEL Y! -�- �" SEE TRATCPROFICE�FfEETSTJ" EL = IlOkl LT OUT � 4 � m <
S I�^ BEGIN SPECIAL DITCH = < Q 1
0 BASE ENTRYIROAD 0 _
rEXLS.T 'GRADE_� P_GL
-"--------`--i--- CQNCRETE SPILL SLOPE ELEV 18.5!' LT
w
------- I OUTSIDE AS
---------------------------------------------------------j-----� SEE BRIDGE PLANS
I I f -10 ,� E:. ..IrO E6
4 P-13c2
Eec: o........
104 + 00 105 + 00 1064 00 107 + 00 108 + 00 109 1-00 110 + 00 111 + 00 112 + 00 113 + 00 11 A + 00 115 + 00 116 -{ 00
SEEI 205 6%
CP106

7■
�60
S
30
10
0
-10
BPMPPBAN HWBERCP SRBSACP m - a
" Q � a l p m g a p SRBSACP � BPMPPBAN is N q NA4 g3/N5
PJSJG 4047-t8329 `E„ PI SIG 9004f1529 P1 S, 119+TID2 � � a `� Pr sic 91NJ+69.91 PJSJa•.4057+0811' /� rnR� Q RS Z007
= 22 26' 323lRTl o Q = 1CJ 53' 97g (RT) = 3P 29 441 IRTt s. 1 � A = fr 09' 238' (LT) 6 = IT 09r23.8' (L-T-) u-1 �
- D = 3' 22' 13Z o D = 3 1b' 33._r " D = 2' 29' 2BD' ct $ v z D = T 53' 31J" D = 7' 23' 34.eop
�L = b65B8' i Q L = 332.62' L = 1,264.3f - 4r L = 217.39' L = 23207' p 11111 `�� S
T, = 33726' N T = 166,BP T = 64657' ° �: `" T = 10952' T-_:Y169Y ' �P a vi a n' SwF IN RET
70 - -� + li7 0 V�% o N W �sA- vmo.1a.17� ti
g R = 1,700A7 = oy a R=q�1.749(J10' R = 2D0 r * R = 72bA0 R = 775D0 Q Vn
ll� r 3 TONS Cl a RIP Rip d L�SEE Art F f�- ` ' Q3 -� V
C Vill SV BITER fAB1UC Co53 FQ
- SF.-9eM.10b0- - ""--- - - _F a o ^--F s TONS CL a Rlf RAP
iF SSA. 9006'+30.15 MV! SV FILM fAaRM 154 E LASEDETADITCH Y
SPEC. CUT DITCH � r �' !Of f �_ � S I
} SEE `OETAa.A
1
ss ROAD
i ro ' MUL �/-PURPOSE Ti AI~" Ln
- 1
sPEc. cur DITCH r 4E1T 300' TAPER 9. 4 L +90.62 +
SEE DETAIL + 14' �- R4MP L3
+92.54 L 12' 1 63.00 L = _
+92.49 f00.00 a 65DO LT 12' S 6' 16' 51.:�' c` � 4' N
N
47.35' DO 53.6T LT
x 157�57P }a 47.79 fs 2GI-D 42'
151 1s2 /' r.00�LT - /2' (✓i
' 5•:.'�
-♦ " _ pAASE E14TRY ��� ROAD `B0A28 +7133 S
+1Z�. G%"' 24889097I2' 1S4 (3:37:20P:anS2!}2i110 =-05'ft(� iGt J'o
rs nF �4R�7P 1p G� 4 Y
7G1 50.48' RT E 2+es9o9A5 6499 RT 14 t aGw 1 !�""„..g s ,.
T5 +OODf +OOOO _ F
.+0OA1C1 C� , - 5583' RT 61A8' RT -� t� v . _ (� _ sou 4 _ sEnL ,,5
} +OO T 12 (J o33�ea _ 0335865 r
47.Sf R 3OO' TAPER a \ �`" S 0 ?/ ' F �,• = F 3
1J 4`5.49' RT 0 � .� 12 = ' .} a �
44 .9.5RT R29 ..L1L�
C] ; S - -N 35672b.9G - - V- ti-126.66 4 `�
E 2488%986-
oo pDTZ
a d ., ~ - ti 5100 RT q,
GRADE MEDIAN OfN TRAIN - � 6 - -0 0 � V N +26.66 �F
NUN.
0.30 %SLOPE 11 714+25 TO 117+00 1 ,
63.00 RT �oil
^
-_�ef ®DRT O MACTECrRK&KJV
i 9W TAP R - '1-�_�. - �•�.••.._n r - 'i i , x J56428.43
a 7� 1 E 24589SBOI C
Lr, dL� J S` R } ~ ` - a SEE SHE-
...... ET (L:,.M
si: r :y cc�ar
- J - 5f _) FOR- SPECIAL DITCH DETAILS
60
CAT POTNT --- ' S- pan• �•• uiu
' ENI FULL SE PT ,PASS THRU 0% END SE TRANS ` � � E
LEFT OffTSIDE EDGE OF TRAVELWAY i...., 4B% s i ; u W 1._
! ! I f I ► ' I I I_ E E _► I _� ► N �o J z
BASE ENTh'1 ROAD PGL u i
+ i ,l -+ - _F ys_�
63.56 125t32.76'1 NC (-2.511 ...
I =T o
�] RIGHT O'TSIDE EDGE OF TRAVELWAY o
l24f 126+3656 l27f26.6C N ti i
125 6.46 ' 40 a i N
M d
a z
(A7 IQBASE _V)R30
Z
Li
0
W
11J aUfA
0
a Z I fDO.3000X Z a
I _ I I I
i - i- --s------------------------ ------=------ ----------- - ---- ------------------- -------- ----- -
--�- r ,ossiax-f+j;o5os�z-------, --
1 f10.50671. l-10B13!%
PI=12+5000D U '�' " Z w
~ BEG1N_SP_EC1�4L_DLTCLi FXlST GRADE O PGL EL - kjV LT 1 I ~' 10 q 1w
BASE ENTRY1 ROAD I MULTI -PURPOSE TRAIL AL m
STA, 118+OOD0 I (SEE TRAIL PROFILE SHEETS,) 1 1
ELEV 19.83' LT PI=119+75 000
INSIDE LL = 1820' LT IN END SPECIAL D1TCR a a V
BASE_ENTRY_RaAD 0
END -SPECIAL D1TCN STA 126+87.00
BASE ENTRY ROAD
STA r17+50Do ELEV n.36' Lr INSIDEus.E. b5 NOTED
E1 i v 19.50' LT
o"i Sr f -10 cc•ar................
°'�"'"°
117+00 118+00 119+00 1204-00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 ""`
1255Q51'
sKLI ?li1 LJvl9
CP 107
Iz I A I G L v w K..a.•.., .......

-U / - / I t L 4.- ! I 1
�b1 SRBSACP\.r. _ ,� C1 4
�Ln PiSIa 90t1+59.91''L� '�� PC SIG. 5007+7/:31 RARP68P NAD 83/NSR5 2007 _
v,a p = I7 09 238'ILTI amino G/ / `': ' i • 9REws fIQ4+25 u {i TRAIL PI-.Slo 6501+5531
n SR$SACP a' srEc, Cur DrrLyl PC Stu. , A r f97- 35' 01B` (LT)Ilk
D = 753'3!P PI510 9(31T+4L77 .'p �c> �. c�sE�o[xli�Pi Sta- 8502} �y; D 42'07'45.3 SCALEiN Fffi1
-are L �2l7.39' Lr � TURN l � L = 23l53
k A= 8'15'31.9'(L--T) Ln� i r((�� RiGNT- /• 1 ,e
T = 726D( 0 = 25r53.2' v- 0 7° c/ tom / TRAIL TRAIL r.; T = 1553r� BENCHMARK MCO�
a • R = 726OC1 , o / srtt.CLUCH POT Stu. 4065t58Fi8 i • ?
p � P7` $t0. 4p163+T1,72 5EE MUCH ,
R = l36D0' N 339845.77
gm -A L = 28829. N o ca /,
E 2506145.62
R = 2arr go i T• -a c� FUTURE MULTI ` z 30.24
BPMPPBAN':• o or a 7oNs CL 11 mr RA►� Ise �/ ��_.- rl _ :Y, . PUf?P��� TRAI -�-fit------------- L
PI Sto 40574WI ` � Q_� W,21 sT PKItR PAJ C G / v r _ i + _--------------L- -----_-- BENCHMARK 92 a
p =_ !T 09 238" (LT);"- ro o c ���. _ - a z ---- N 338915.92
LA LP - ULTI-PURPOSE TRAIL a
D = 7 23' 34.8 k / - �_ _�� �3,0..1.00 , 4, 4 I '' _ _ _UTURF RAMP A z 27.80 a
� L = 232.07' �f' �� cI' 14 a 1''I E Z5oG460.77
T = 115.91' flh, 1` '~
O n :---------------- --- 77500 LAT.WE DITCH � I!4 `(I -_ _ BENCHMARK MC03
SEE DETAIL D_ y �E 4' c r �7° -� 7, L S 1 -
- -C - ` -C m;}r------------------------------- N 344224.02
HP �� 1v3j----------------------- E 2499686.13
N-VA--taa+00 o ��� � RIGHT -TURN LANE i
C44'r ► ,s .MIt - / SPEC. .CU7DETAIDITCH PC Sto. 8500+00.00 BPUPPBAN 25 R r k P07 Sto. 5p05fTRAfL Z i1.00 _
57 I PI Sto 4062 0 RAMP B ` ; 1I �' BENCHMARK MC05 BENCHMARK MC04
i t N 345665.54 �Sl -
Q / POT STA 2314-H3.16 t N 347827.35
c� ctz G/ p = 22'14'40.6'(RT) RAMP 8 BREWSTER BLVD 1' { i' E 2499523.74
S btj A / D = 6,39,44.3, PT Sto.2311+36.02 n-� i ;.I.- E 249417B.ClB Z 29.fi0
f . L = 333B9 PDT STA IJO2+64DCi ='_ �„ Z 26.7Z
SID � oruEEDITCHLu 157 SEET 169,07oAIL
Z t a� == BENCHMARK
E NC349903:76Q6 (,G% n� zo,o
J 1 r / C ENO GRADING Cy Or HP 1 LnL 4 4 '�� 's +•,f "--�, h+
_ / GRADE TO DRAIN CONSTRUCTION �u ua+:o.is � � t t • E 2 95022:8 ` Ff sr ; a�4ssr 5
t /'� �- RASE ENTRY ROAD r� : tc Z 26.7 ' r` seu - - `�� 5':
U "D --� E "1 033184 ' - - 035865 '
x 356+28.F `^ 6EAR3E STA 136+80.00 C ! 7 i • 8Et4 ;y� r _ i
- E 24B9do7L5 x 35592Bb9 x 35552 N 3S53i4.03 x 355WDB F IHE�Q`
E 24890,559 f F 2489ft3&fi0 W. FS• Oy„
E 2489024.3 E , 2�i8903A77
�'
t
2 gEF' ... M ��•
r
_.__. __ ; .. _ __. __ ` . m I 1 1.
1
V V
r �I
I
...... ....... .. ............................................._.._..._...___" - -__-
-- - - I� �,•.- BENCHMARK TBM20B
y.............................................................................................L..............................L........................_.. ,....... 1..... ij, i............... ........ ----------- - -- - - 1-; ----------------- _1---
!Sr air _ _ _ ' j N 348732.4340 /�IJ
BASE ENTRY ROAD GRADING y �� £ 2494686.3660
............................ ... .......................
...................•--...--- ... ,...... .,...... ... = __ _ -- - - �_ -- ----- - __-------- z 29.6900
12 ii FUTURE BASE
N
H
� t ,
Y
!2' 1 MACFEC ! RKBK JV
............................................................ .....----••--_,.............._......._.................................._,.._.....- - --•......_.. ............... ._........ -^__ n
�-- ENTRY ROAD BENCHMARK 78M209
AND PAVEHENT HOR3+ --r' --- - --- y- - --- -- 4 ------------------------ N 348643.6510
4' BASE ENTRY ROAD N d5546o99 GG --_---'�"------ - __ _____ _} ------------------------
E z4ero27)o Ot ,' ` E 2494640.5420
STA 129+00.00 J z FUTURE BER
! POT STA 1 8+04. 8
/4F r• '� n .' '��'� ` 5 Z 29-1300
�. N 356152. 3-- - - F `i% r' SEE$NFBT CG501
E 2489006� ` ,Y-:V l BREWSTER BLVD
FOR SPECIAL DITCH DETAILS "^°oPOT STA 1100+OODO "
_,O'fYJI. R '17
SEO
IM. QQ !
Ixs RII 4.
BEGIN FUTURE ] BRlDIGPl = P138 I2925 JQ
OVER BRLlNSTER BLVDD EL - 5527'
60 _ P1= 131+0500 I VC = 780' 60
STA 137t5238 I�'"'1""D sl"+
P-GL-ELFV-47 !(-=-g8 EL-=-26.3EY -
3 VC = 390 END GRADING FOR =
E
K= 10-9 FUTURE BASE ENTRY
- I I _ . I .IE�Gf
GL @ BASE ENTRY ROAD BL RO.46 A M LANES
K
7'1.4 Dl_" 50 = o
PGL ELEV i 33' I ------------- -- _ Y- -
ENID PGLMEGIN FUTURE PGL E I -- --------
-_I - - 7
I I � ' E w - �
END NEW CONSTRUCTION/
J
40 N BEGIN PROPOSED GRADING END FUTURE 40 I a_
3--------
BRIDGE -AVER � o 00 0
B�ISE-ENTRY ROAD MiIIN LANES GF?aDE T17-TN15 LINE- I
-------
STA 129+00.00 (BOTTOM OF FUTURE i BREWSTER BLVD 4 M o_
Q ELIi•V 25.68' j PAVEMENT) I I ; STA 138t56.38
BREWSTER BLVD I = - t, `a
I PGL ELE i 47.43 D
&=FRAY R-MAI L 5 - _ . _. ..-- . _ ENTRY ROAD CL
BASE L FOR GR . !NG I
30
Lu - - -
' U O W
0O0% }
t - I EXIST J GRADE O PGL Z m o
Z l+103000% I 2t7.7 I` I �I! I z
20 I h-i ! I� _____ ____--_---- ---I------------�_---_` - ---- --- --------------------------------- =d;I
` -- ---J--- z w
�_-------------------------------------------------------- i - - - -
(+) D.3wo o
I z 3�
I-
N U.
L w
W V
1 p ~ M LTI-PUR SE TRAIL PGL I 10 ;,, w
fk C-7RAfL PROFILE SNEFT51 - U m �'
f
BEGIN SPECIAL DITCH END SPECIAL i:ITCfi = a
BASE ENTRY ROAD I BASE ENTRY ROAD I a
- - ST-A_I3I.+50A0 STA-I35+`00A0 - I 0
EL 19.43' LT I ELEV 20S9 LT =s ., �uoTs �j INS10E I INSIDE I ".. Ls Lo
I
-1 0 1 ( 1 I I I `�` I I I -1 0 Carla.................
128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 "`°`""`1,2 "`'
5595W
vcr. 21I ��o
CP8
1 1 7 -2 n s 1- a .1,,..,.., ,..,. ,w

I
\ O
DITCH w \
ole
)I .
L
TAPER
j ]a1 SO
<L ! SO
D1,CH ` LP
A 0-+M'CKR- 11+50.00
i i
-11MlEKR- 70 r58.1
7
X7 TONS CL B RIP RAP SPEC. CUT Dr
Wq $Y FILTER FABRIC SEE DETAIL A
,IN 'CONSTRUCTION
UP. R7YOX ROAD
n
!
I
--`
µ, .Hq,ny,,
HWCKRCP
1d.4�5l
PI S!o 14+31D7
t,
e ` SF s
= 76" 41' 05.0'
1 033184 '
D - 8
ly
��\f�Clrtt`,a,
jy
l 431.07'
R = 545 Od
1
SEE s C5(!
FOR skIALCDITCHET
11 f Oi
-1.07
P1 TO+7O.aO
EL
30 vc _ 95
K 1!9
20 t+)0 0007 fS
(-) 0:3529%
T'l =1 f
10 El 17
1- -R
BEGIN SP..CUT DITECH
CAMP KNOX ROAD STA
ELEV.= I8.P0' LT
0 ELEV.= 18.50' RT
10+00 11+00
P1 12-H5.00
EL ; 20.54'
VC = 195,
ELEV.= 18.26' LT
12+00 13+00
I
EL ;= 26.79
VC = 2LV
K 64
vG RtlRD I �' 02 P1 St6�12 4.991 3
\\ I - 4,4' 2 351I RT1 i
NAO I D = 14' 41 28.4' f i
$3, jL = 30l83' ti i
NSRS z007 `R = 390 ' b' AS .�,'
-\ "V ( a
ji
\C f 20 Y..` to.laf46A6,
o
SST �J(,/
I / N wAo SY.\+•;'' `\sPEC.cur PITCH LP /
V FILTER FABRIC •' �•'ti SE! DETAIL A ' '
V '; ta. 13�47B9 END CONSTRUCTION h,
T_ DRIVE / 1 Q
\\ �\ f s 1 s CL s aP R�r i
LI CL7ER FABRIC - STA-14+30.00' i
-
x ���4 �� '32- 6
E ,.
POT Sto. 15-f
HP 5 6 Ln
-HwCKR- 75*25.80 A' y
T \�lSPEC. CUT DITCH
\ ` \ SEE DETAIL
HP rr
I+ap•00= t \ DR1- 10+U.48
C' Sto.16f450 \ ��
PT \Sta. +l1.09
14+00 15+00
PGL 0 CAMP KNOX ROAD
GRADE ig PGL
1
16+00 17+00
4.071 - ---
+ -4, .
IOtI2.10 10401G
.� BEGIN GRADE
�--. DRNE 1 STAIO-He
V) ELEV.= 2517'
P1; _ /0775.0
LU EL = 26.66'
Z VC = 125,
30 K t= 29
- - V
20;
10 �
BEGIN SP.1
0 RN r5
_ a, V_.= 16.;
fe1;7T►.74"j;T A
10+00 11+00
A
'f3't59.72 14+:
P1 = 12,+50"00
EL = 21.26'
VC = 225'
1c=6
1-- P,GL D DRNE !
i * _ ELEV.= 18.80' RT
N I, II ELEV = 18AC LT
12+00 13+00 14.+00
0
DTZ
cm
MACTECIRKBKJV
To-
s
IKs 1.511
PR JLE k•
.1.
C
A
a.m.
ME
E
E
+rr wear
SNN
N
'w IlIY✓
GS9
lu4n wn
LIiY
E
5-=TZo
-s�
4
LLI
O <
a
J
r I
'i
}
m o
Z
d
m
O
Z
0�
a
-
a
1� � O
o
30
c m
a r
O
!I
U-
W
a Z
V
.---120
Y
M
a
1
�
N
10
mot_
w
;z
u
o i
�
AS VOTED
tro�a: Rc,
A-q8:
15+00
izs;�.is
?i2
� 519
CPlll

'1 •� 7 .f r
onkuu,
tU9 3'+,y�j���^^� +n�1 to
SEAL ` '
's 033184
ew-
I � I
' BEGIN PAMAIENT
✓ ^ BASE ENTRY RO,
% ryCi 20 STA 45+00-00 s'
"26-�
367084.01, 6-2484643.11
CAMP KN X Rp_PpT2=
/ 2 BOUGAINVILLE DR POT Sta.10
BASE -ENTRY RD POT Sta.46+34.58 2
SEE SHEET CGSOI
FOR SPECIAeDITCH DETAILS 2�
15
TRANSITION r'
TOE PROTECTION F \ SEE 4ETAfL Y i
Q ----
CAMP NOX ROAD
W F `_
E 4223 OZ
F _
80R105
U E 24839500
35
20 'f /ram
NOTE:
' VEMENT MARKINGS-SHOWNtDEP1C•T-FINAL" MARK_INGS'ONCC y�`, ti �'4 _
FUTURE ROADWAY TO THE NORTH 1S BU1LT..SEE P_AVEME ��-
MARKING PLAN -SHEETS P-IOI AND P-Ill.FOR INTERN M 15
_ ,-'FOR SUBJECT CONTRACT;- -�.-'�
_SEE SHEET rR5O1-FOR-tNTERSE TG 0u7�/�i
Z
a
Nr
LP
)
z
PASS ' nwvZ I r t0w.5 I HAM 1
HRU 0%
4A% 4A%
-CALtP "ICNOX-R ��—�XN R 15%
is-0% I 0%
NC l-2D1.1... 4
18+67.92 1 3+31.24 25+8000
p 7f66.42
to
r- BASI
CAMP KNOX RD CLI
Q STA 28+51.62
� BASF EERY-Rb-C-L! 1
STA 46+34.58
W P1= 24+O0D0 P,1= 25f30.00
30 EL = 21D-9f'
Z VC- VC VC= = 12
K = 222
J r PGL 0 CAMP KNOX ROAD -75
END GRADE
= t-1Of095% 5�2. 8
U I; N15O0% ELEV.= ?99Z
20--------------------- }
-----------
----------------- ------
10
EX15'T GRAD, PGL
0 --- .. ------ � —.-. — _-- - -- —
18100 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
I
TRAIL
POT sic. lO+00.00Li``� xs a 7s sv it
SASE ENTRY Rq', 0C+ SCALE w FEET
POT Sta. I120'LT1 I _
b3• 7I.E 248471b8&�
_y
LP
ti• 14.92
.6
1 IiVV
77 �5
. ,AT. BASE MCtk
SEE DETAIL 0 O
,3 ' k; b
TOPSnR!Ar up G1 G Y
.LTEIt FABRIC
DRIVE J.POT to. a00OipN\--� s
f4 4 i 1 ° NU36a051I4LE DR L 248 OC $1 'lt+ tep0; k 021122 r :
I' ASE I ENTRY RD
k SFfta�i,POC
N=352933.91:E. �1129 Sla 15+7$r4
— — p a
DIV
MU Tr-P
- AI TIES' L = 819B3'
z � _v.. rY% NE T - 45628'
R - 750.00' —
�'� f MACTECmKBKJV
r 1 "TRAIL 5`
Nil 5
, " POT Sia. !I+$5D9
FULL�SE I o-�F us ASH log- JLB It- MTN
jFle
PASS
THRU 07 71
- I RIGHT OUTSIDE s-T avr 6sa
EDGETRAS�ELIMAY .„:, yE„
I�'�— I 80UGaNV1LLE DRNE r Li
I ILEFT OUTS fDE I a Li � � AL-
E EDGE OFT AV LWAY
4 i 0--, e Q
fb3.98 11 t2.86 �";
BOI!1•�99.98 � A � � °�
A ILLE I DR CL + z
STA IO-F00.00 = �±
S �E`CAI . D CL Z a
,o
STA 46+34.58 Q M C
0
P1= I1,+20.00
EL = 2020' PI = 12+50.00 O Z'
VC•-=-120 EL-=-21.95' N Z sy J
X=65 VC=120' z 0 n
K=343I > BEGIN GRADE Z m
Al I DR. TA.lDf59D4 J 30 O m
—ECEv.= 20 sY PGL a aaUcaNvILLE DRIVE 2
/yyy7
-f11dJw�� } W V Z
20 ~ alc
_
----- C 1� o
it g
Grn! AT.-� a5 DITCx END LAT. BASE DITCH a
UGArNVlLL DRIVE I BOUGAINVILL !V a E. AS NOTED
A 11+70,OO' STA1114-100./00 I fCaO E!x M9 P-I3E2
EV.- !44 LT _ _ _ I ELEY. 13.V5'LT -. O 4cn9,c. LLM1,. N0. .......
11 + 00 12 + 00 13 + 00 14 + 00 15 + 00 1�555516
-­ L: _I c' +`�015
�CP112
A

am
M�
HW,9V\O
P1 Sto /5 47HJ4 P/ Sta 91, '30,67
062'57'489(LT) A 1 43.0. (RT) w
L = 61923' L = 661 Or c
T = 4562F T = 454,97'
R = 750DV R = 375.W
PT Sto. 19 -k By
36 61
367-9
N r 15, 49.
:IPER 9, DMN 2
-------------- -
IV
12l
0
-20-
F 00
AN
S
9 .59
N 363328,55 -775
��E 24851WO E-248SE23,96 LPG
-hWBVD 22
lb
10
/0
20—
--o-
C)
C) LEFT OUTSIDE
EDGE OF RAVELWAY
Lo 19+60.,
to
LLJ
Z
EL = 28-3iY
vc = jw,
K 200
------------- --------
RCN-EIVD-SE—
INT PASS TRANS;
THRU OY
Ox
PGL C
-- ---- ------
SCALE LN FEET
8PBGRAD6
E IXI'11.328
sll
C- 2-1029261
Q
j GRADE _F
T. RAIN
ry s
f OR
BPROR104
F 246525035 I N,
364369A
PC Sto. 24466DO
f " UNDERCUT
—GE�TEC: �IVICALL fj
03:37:24 ,,k,',fn,'-20-2010 6916', -i clL
0 . ........ n. (-04'0 ,
zjos/4�,
SEAL SEAL
033184 S 021122
4t
Ln -6
r DTZ
M
EE7 CG50f
oin
\\ 1 ; S \EE 5 111 MACTEC/ RK&K JV
FOR SPECIk DITCH DETAILS
PI 23 115.00
EL 26.15'
DRIVE VC
=,,225
K so
0 PGL
OLUidy .�C. L-
TRANS p�4n`,Nt-"j BEGIN
PA FULL SE
THRU OY PC
4.0Y --- ----
Oz
24+02.67 '24f
1 -94,14ZU 1 �25 122.67
15+00 16+00
RCN-EIVD-SE—
INT PASS TRANS;
THRU OY
Ox
PGL C
-- ---- ------
SCALE LN FEET
8PBGRAD6
E IXI'11.328
sll
C- 2-1029261
Q
j GRADE _F
T. RAIN
ry s
f OR
BPROR104
F 246525035 I N,
364369A
PC Sto. 24466DO
f " UNDERCUT
—GE�TEC: �IVICALL fj
03:37:24 ,,k,',fn,'-20-2010 6916', -i clL
0 . ........ n. (-04'0 ,
zjos/4�,
SEAL SEAL
033184 S 021122
4t
Ln -6
r DTZ
M
EE7 CG50f
oin
\\ 1 ; S \EE 5 111 MACTEC/ RK&K JV
FOR SPECIk DITCH DETAILS
PI 23 115.00
EL 26.15'
DRIVE VC
=,,225
K so
0 PGL
OLUidy .�C. L-
TRANS p�4n`,Nt-"j BEGIN
PA FULL SE
THRU OY PC
4.0Y --- ----
Oz
24+02.67 '24f
1 -94,14ZU 1 �25 122.67
15+00 16+00
17+00 18+00
19+00 20+00 21+00 22+00
23+00 24+00
25+00 26+00 27+00
1
1
1 7 1
4
f 5
T-
L 5 E
o o
F
w2r
JRE
-=E
suh
E
GSE
o
Z
j:j
Z
C14
CID 0
CL
u
z C
0 LU
CL
Lj
In
30GxJ
U-
>
20
<
cn
<
10
Z -
AS NOTF:D
0
.........
28-1-00
CP121

---_-------_ --_--_-_---. -' __----
RATE EXISTiNG —
107 —GRADE TO DWN
I EVo GAI CH �M� 0 VIE
31
Go
ca
. Z. 2
EXIST GRADE C PGL BEGIN LATY DITCH
ff0UGAtNVIUE DRIVE
'54-

70
i
30
0
20
N
c
mom,,
a A
0
u
-10
F+C
-ao
100,7 S�lSN
�B 0bt�
�s o as so
lllll��
SCALE u+ F_T
7EI=
8
n
Ba
r
m I I IJ
N
Q F[]RHAYF AiC�N
7:51 P' A�262010 4+.36.ff%MMiGA FwY
�-`,
IN
� Ci► sEu - - s� ' i
' 03311W •` - - 035865 + s
'' ��L.ie,''f�1„GFNEE��.a•o` jn////����'y!1 f'!�"tN�Et�l�,3
nv
ID tr
'I.
MACTECiRK$KJV
80-
5
s E 70
Sf PT
G' F 04s F:Y W. CA Ir S00
N s-T 60 sue
"�u orrwa� m
qm, nar MT.V
0 Juo W E
2306-F06.9 CV 5¢ w a
7
_ N 40
Y In N [ J
P L v RAMP 8 8L z Z co �O o
BEGIN RAMP B PGL L U ^ ECL
s
coxrROL Pl = 2304+00.00 Z 0
SIA_2303_+002L6 ELF '24.69 30 v Z w
ELEV 24.40' J 0 O w z
(+)O.3000% 1-Y)SO00% (-105(X70/. _ U H J
--------- ----------------�___
mca
----- I __._=—i rt,J r �,2o r=l7zsso� z ; a_
EXIST G ADf a PGL (+) 03100% P1=2305+50.ODO I W W Z
I I
I I 1© =- a
Afarrr PasE7R;ArrPG z U
(SEE TRAIL PROFILE SHEETS) a
BEGIN SPECIAL DITCH a
j RAMP 8 I
STA 2303+OO.00 BEGIN SPECIAL DfTCt1 I � � < -
ELEV-1706'�LT RAMP-B I ; z
INSIDE STA 2303+50.00
EL$V 1 56' LT u«== AS NOTED
2300+00 23014 00 2302+00 2303+00 2304+00 2305+00 2306+00 55 2 1 559530
xe.r a
2�T tF gl
CP151
END PGL c BASE E+YTR
ROAD BL CONTROL
3EG1N PGL C RAMP B BL
CONTROL•
L5% __�
O%—
NC (-8.5!.) - -
f -sb% r
B PGL I EDGE OF TRIVELWAY
LEFT OUTSIDE
FtJ& OF TRAVELWAY

1 1 2 I 3 1 4 5
�` BPMPPBAN
SRBSACP ,
SEE SHEET CG501 t00Z SJ5N&S QY�N
;
P! Sta 4062+0690 PI Sia 9Ql7t4I.77
6 = 22' 14' 40e (RT) - 8-15' 31.9' (LT) 7RA1L FQP, SPECIAL DITCH DETAILS
am Q - SC �,/ rn +71.31 zs 0 so
D = 6'39943' �� c1�
L - 333.89' r u,
D_ 2'51'532 �pf _ / ' �' V PC Sta.5Q07
L 28829 ` \
_zs
- 111 su1� IN FEET
- T�159f37'�" • o �+ T = 144.3' /e ^l� BREWSTER -1 1
-'R = 860.00' S R = 2.000.09 t / PC Sfo. 1104+25.00' F `
a-
((` WY`P
SPEC. CUT DITCH .( 1.l ♦~ rt 8502+,3t.63
j• D
:Q dog
/ 7- Sta, -
sEE�L11 o RIGHT -TURN LANE�' SEE INTERSECTION
LAYOUT SHEETS
POT Sta- 4065+5868
DETAIL Arty
TRAIL
-
-(/)
-SE_-Q
/
� �
B TONS CL B RIP RAP
1,.VlD SY FILTER FAdR1C G `
__.---------------------------- ___________
- � 10.
c "• \ i 1 1 i_' _--_______-___--__- -----
UL I-C�IRPOSE TRAIL3z-------.o----
1
� O
+�
Z'
-RPA- 2110+41.00 y
CI'
r 14' S ! ns �o.Pf E �- " 25' 11 -- -_---_____- = -_ = -_ - _/ -
_-_------------- _
{m g-7------ -_
p
♦-
SPEC. CLOT DITCH 'Sto. TRAIL
SEE DETAIL A 4 I
RAMP B
W
57
RBBWBBP z o
o POT STA."2314t131
PI Sta 2309+80.79 N
22' 14' 40.6' (RT) o I i BREWSTER BTVC� 1 ` 4
o POT STA 1102469 1 I
�24.8'
63'37'53 P n�20-2o10
; .,,,..
NG Y
�,+.VMV a�99-9 iE
A- �' /
D = 7 04' v1 �- I
L 314.48' Z N 355283.
(-04 ,;i
•Ess'r
`�
STAR DARD BASE DITCH
SEE DETAIL G
T = 15924' AT.BASE DR[H C`
SEE DETAIL D F�
- SEAL
SEAL -
R SIQ.00' 2.5 C !.
RARP8BP i
=: 033104
_
035865
i
GRADE TO DRAIN
LL
PI Sto 8501+55 31
9T 35'0!8'fLTJ om� HP
�ER- 1]8+29.25
ErNEE� .�,r
+' ''..•.•••.••*
'., >.INEyF,?,•�
D _ 4ZQT 453' nut t
f
U�
L - 231.63'
T = 1.36.0 -� I
R = 136.00 i �-
------------------------------:::---------------------------......-------------------------------......--------------------------------------::----------------_:--:---_---_-_--------------_---...----.................----}_______
_ _ ;===m I =___--==_--__-_______-___-`___________________--_________________
___
MACTECIRKBKJV
80
80
wa:�
I S
70
PASS THRU O!.
LEFT
OUTSIDE
END SE
TRANS
TIE
BREWSTER
TO PGL C
BLVD PGL
sl L
IE
LEND/BEGIN SE)
T
PC B
G!N FULL
SE EDGE
�OF TRAVELWAY
END
FULL 54
PT
P.455 TN
m: Pr.1 in- cJa u- sD0
6.6/ ; ' 66%
R!
HT OUTSIDE
!-- E.6%
_F
=E
T
wou JRB
eAEx uucr sid
60
CV
-
I
I
NG' NC
RAMP
S PGL
c
EDGE)
OF TRAVELWAY
0'3i
_,O% -
F-�� 3%
NC 0.
Y
60
iwr Ex; k- GSE
tuTM
LEFT
OUTSIDE
aw:.
z
EDGE
OF TRAVELWAY
(-2.5Y,)
a u
50
C"]_
CV
2307tl427
2308t74.27
2311t36.
2 2312+52.02
50
¢ 3
w Z-
0
^
RIGHT
OUTSIDE 2310+72.02
OF�TRAVEL4vAr
2308+21.54
EDGE
2312t3929
23I4tI316
5 rs
40
Fa-
40
L,J
J
N
PGL RAMP 8 BL
z
00C
MULTI -PURPOSE TRAIL PGL
A
00'0
C'7
0
30
W
Z
(SEE TRAIL PROFILE SHEETS)
P_1 = 23l0±91.00 l
srA RAL B PGL
30
_ I
0
Z
cc
LL
J
EL == 21.99' I I
ELEV 23:34'
0
O
J0-.5-0%(-112550%-
I
I
(0.9960%
Wuf--
a
---------
- l-.f+10.3000% I
(t103l00% {t10.9100% P! =2309+50.000
El = 19.95'
P1=2307+50.000 I
RAMP R {
-i L-=-1813' LT -IN BEGIN-SPECIAL-EC1AL_DITCH
STA 2307+50.00
LT !N
- )Q.496O%
11
!
END SPECIAL DITCH
RAMP B I
STA 2310{50.00
ELEV-20.73`LT
INSIDE (ALONG BOr SCOUT
CAMP ACCESS ROAD)
EXIST GRADE 0
END SPECIAL DITCH
RAMP-8
STA 2313+5000
!15' LT
PGL
_.._.
-�
;
----
1 p
= a
u
o
-
o
LL 0)
U Z
0
a20
:1
a
u:
10
0
ELEV 19.351 RT
END_SPECLA�•DITC_H
STA 2307t50.00
BEGIN SPECIAL DITCH
RAMP 8
STA 23-95'
ELEV 13.95'
INSIDE
INSIDE
-
RAMP 8
STA 1 30-t00.00
J
0
7
; Z L
0
s
I
acuE.
as r:OTED
ELEV 17.86' LT
LT00
ELE 21.00' RT f
"��"
'
-10
I OUTSIDE
(ALONG
CAMPINSIDECESS ROADICOUT
I
i
-10
OxiR.
ate..-..-.P.
n�.
2307+00 2308+00 2309+00 23 +00 2311+00 2312+00 2313+00 2314+00
"" '-"' 2559531
EEI 128 CF t19
CP152
1 1 2 1 3 1 q 1 5 U.. .Y.o
1

'
— SE ENTR y Ro A�\
1GW /�
,: , o
: ; _----------------------------
----�
LOOT 52lSN/£B ab1+1
e
_
F5
rj
UY-�
25 4 25 50
2
5 O'2Yv5-3'W
IEEIEFl�
�+
`-�F'/
\
SCALE IN FEET
SFr
J
F
�F` ti
- f�6.o6 ta6.48 —
LT
12 �'
C"15.99'
C�
4.00'LT h
HP
-
TAPER
-RPC- 2206+50.00 RCBWBBP
-
30� "m
v Stagg 0
QP!
36' l56 fRT1
�rnoz 19Z D= 6'55'41B' (�
i`v L = 42627'
—
1
J" "' �l
gz i-- T = 218.0!'Bz
TO �p 117+00
-J - �1�BZ 1_.._----~AI -� -
Y � � �� ,4 _ �BZ tr
♦„L
NG (�EELY
r� RCBWBBP`` H 03:37:56 PKn,Q-M2010
i �PiSta 2201+7092`"�"
D 2'S9'I
/ = 2-38'03.403.4' 1 � -
l
F4ssr
`CFO•••
SEAL
+:%.'-•--�'h'i�a,
tiEssi`.
.•`40 —
SEAL
az
`
T = A092' j
—
03318 d .i
��C
—
D35865
i
/ -
`. • _
R = 2.175A0
I H4E4 St:'
;Fy1
,°
�Bz'--
�
V
J J
—
_
- rC,~i
SEE, SHEET CG50l�7
FOR SPECIAL DITC'H• DETAILS ✓� / =�L11
JDTZ
MACTECIRKBKJV
80
80
70
END
PGL 9 BASE
ROL+D_BLCONT_ROL
PGL C RAMP
ENTRY
C BL
I
T
5I A
E
o N�
70
BEGIN
bx
�1—
as�yPHH c.14+ Ic. sou
!.
I
CONTROL
PC
BEGIN FULL
5E
r
LEFT
EDGE OF,
I OUTSIDE
TRAVELWAY
En
�E
=T
F"'u.°� su0
: s«
6O
6.67 ;
-- :_-
^I
_
60
LLwIh2v AI j1.1
RAMP
C PGL
+
00
=
u
Z
J
{
{
NCII
(2.5%)
07
I
I
(
I
50
NC
I of
r-zs%1
N
50
z
o
-6.6% >
2205+81.67
,,
2206+45.57
N
RIG1
OUTSIDE
'PGL
2205+96.98
EDGE OF
TRAVELWAY
W
40
BEGIN
RAMP C
CONTR_
OL
-�
40
0
4 Z
N
uj
I
STR
2205+4a-4s
00 O
cn
o
ELEV 24.07'
LJJ
30
PGL La
RAMP C
BL
_Z
30
Y
d C
Zw
a
J
�
�
z
f+10.3000%
r-A73700%
r-JO3700%
V
W
t
w m
I
�
�
20
—
i
�_----_—..---��
f/
_
I
I
PI - 2206+50.00
E
I
F-
20
z
-------------------.-------_--_
E
15T GRADE
v PGL
i
EL = 24
38'
(
Ln
Z
a
10
.
10
z J
W
N
Q
O J
Q
�
0
w>
0
�Z=
Z
Ci
4
AS NOTED
I
.........
—10
I
1
I
2200+00 2201+00
2202+00 2203+00 2204+00 2205+00 2206+00 2207+00 2208+00
2555°,2
=E
i
I
?25 619
CP153
-..- -- -.- .1
3
4
5

r
]m
Q
�86 36
E i ? ., = \ .$� • 9' ASS eA�
p STANDARD V DDcn 'L I i� RCBWBBP n, m 6S:�Uy �4fL
d� ti SEE DETAIL K • - I I rl PI Sto 2214+2027 `+a 7D pj L _r G i3. 2y_ SS
2T 38 073' (LT) N 1 `.7 R 5ta. T Sp
\ d ; III D = T 04' 24e cli D7 ; P7 P 2 B l
+ ?4 �0 5i li 11�, T = 19922 C1. ' `,� PT sta6000+7832
d\ i i �i
�� - +1 + E 1 R = 810.00' m 1 m 3j 425
��_ �, o� PC to. .
(v �; �� S 2 . \ \ `` : x�� ` • '�=. TRAIL C Sta. 6001+7328
436' TAPER -�
C SPEC. CUT DITCH
SEE DETAIL A
SPEC. cur DITCH 25 R�:'\
ly RCBWBBp N SEE DETAIL A o r.
y o. 'PI-S o 2207.f99.88
2.5'C& +'� T' N u
yy
� D-=_556'418" \F - ' N
Q
L 42527� N
\ ' �. _
T�; 21801 �' \ N CNARLE _
i► - _ S: _ - �_,t; +46.31 �'
`sz I 28.00 RT },L::Y i \f
TONS CL B RIP RAP-!'71.79 lta ( ) i so, .9� �j-
.$f_ V06-S'( ILTER FABRIC fA
-L ze
SEE SHEET CG501
FOR SPECIAL DITCH DETAILS
70 LEFT OUT
�EllGE_01<
Ln END FULL SE
60 + ,
00 RAMP C PGL
40
20
10
0
-10
Rli
Ld rvL -
SPECIAL 01TCN
I RAMP C
STA f2211+00.00
ELEV 1795' LT
THRU OX
BEGIN SE)
NC I
Tr=2.Si
11+14.60
2209+00 2210+00 2211+00
4.00 LT CHARLES STREE��
60 R oB GF
POT STA 3100+00.00S-
Sf - STANDARD V DITCN RAMP C IC95 QoA CT� 3 �Q
_SEE DETAIL Kam. - POT_ STA 2217+5923 dp ST ��FFl
BRE#YSTER BLVD y o` o O6TSTq x�
SLR �I POT STA 1095.#67.03 �+ �p ° 51c3 ? 3 5� Fi��27x Do
-`�-- _ ' N 355183.43 ta. i09.. ct+ u1Yo(.1, �1. 6 �SS�B9 /0 eGLS
S� E 2488604.36� pRSTER Its ti v66�3.9,sxy
0
lup1��
LEFT OUTSIDE
EDGE OF TRAVELW
T!E-TO-PGL--�
END SE TRANS
$L
LVD PG
PC BEGIN FULL SE RIGHT ;OUTSIDE DGE OF TRAVELWAY END FULL SE PT PASS THRU 07
# RAMP C PGL I i 6,67
0'3•'
Ox
I
2.5%1
LEFT bUTSIDE EDGE OF TRAVELWAY 6b'
212+-91.0-5 212+74.60 ( ( 2215-+47.74 2 16+N.74 2217407.�4
22171 15.01
2217+54.23
PI = 2215f83.00 RIGHT OUTSIDE
EL = 2092 I EDGE OF TRAVELWAY
PGL V RAMP C BL
END RAMP C PGL
STA 2218+04:2.3
ELEV 21.77'
------ =-------- --------- --------------------- -- --- ------
f-303700% f+10.9910%
I r-10.3000% I r+10.3000% I
II ( P1-=2214t00.000
EL = f7.05' LT
END SPECIAL DITCH
sra P2f7+00.00
2212+00 2213+00 2214+00 2215+00 2216+00 2217+00
7 4
J
1
1
9
211111 J�
SCALE IN FEET
`dN
LOO-Z S'SSN/E8 a
NAUFAC
03:37:58 P%l � 5-20.2010 1'r�-,3t1.2<a, mY
qb f
o'i,•E551�•.ya�`�-�•o.,E55l�y-"'+��'��
4 y'•.
e SEAL f : SEAL
033184 - 035865 ,•` -
•AFf'}fft Is"
tl�`�.` •''ftiG I N1:Ei'rr�P� {
104
DTZ
9.17
MACTEC f RK&K JV
80
S
C
n• mrrue uay.
r.
A
L
E
70
N
m, PRH
lay CIM I-
iE�O
r�:.av
JRB
FSUP
YT
60
CA,
nau:: ruT.
MTV
50
g
y F- 2
a
n
40
�a
c
rZ Co
o
[h Ei
CL
30
°
Z r
0
�•
c
U
20
� r
Z
u
- W
�
10
=�
LL
-
�
G
�
J
0
vZs
8
NOTED
E,B ET x3.
F-13?2
s,.er 270
a 519
CP154

BPMPPBAW
BPMPPBAW
1
P! Sta 6000t96.44 P1 Sta 6004+55BO Qy
0 = 77 22' 23.8' (LT ) 0 = 65' 24' 27S' (RT) J
D = 98 47' 09.0 D = I3 0!' 18.4 �v�: y� C-,
L = 50229' SPEC. Cur DITCH
C = 78.32 SEE DETAIL Q ��F1�? h BPMPPBAW OZ
T= 46.44T= 282.52 a
R =` 58.00' p0 R = 440 Q�5 jJ. 436'TAPER x p ° xA : PI Sto 6009+8227 2f p ss sa
�rIA- 31 1k� � � - _
l -� _ SPEC. CUT DITCH ♦ = SCtiLE IN FEET x 18 2 �i SEE DETAIL A o D = 12' 03' 440
k St4 Stp o L = 35420'
aL �O° ec c ��(i`-P(1RP(SE TRAI o % Q� �` ,�e� ( T = J85.7s - I
\� 475.00' -END CONSTRUCTION
e P , Y4N5 Ci B RIP RM ^x L CHARLES STREET =
` W_AD SY FILTER FABRIC x� b STA 3112+76.02
GRADE TO DRAIN _ ♦i�]-'• S.SCH.QCP I �d N 354244.52 x
O�Os io e_ E 2487886.31
h gip• - QP! S1-3/09,169- 8LT) 1 o
\ �� j ♦ - - \ 1 �-QS' QC h D = 19 48' 373'
L = 39526' o 0
1 = 207.33' L +'
SPEC. CUT DITCH s 2G R = S3O.06' �?
23.83 LT SEE DETAIL A SSCHACP a + v t76-02
45423 PI 3109t3919 \ MATCH EXISTING "o +4L05 12.wT a
23.89 RT n = 57 02' 10.3' (RT) WIDTH. GRADE AND bc' - 12,00' LT �. f00�
D = 14' 19' 262' _ GRADE TO DIWN ly \ \ SPEC. CUT DITCH CROSS SLOPE - - . pOr SiO. 3113
L = 468.00' `Lr .SEE DETAIL A °-
CHARLES STREET LT _ 264.99' _ { 1 ' \� w ��
S12 ♦ POB STA 3100+00.00 R-v400.09, .uD pFp �7 nT�
\...j '.60.R RAMP C /� _ cti. �' _ .� - �'} 03:38:01P,, �5-2R2010 i:�_"3N.�v i'c1knG9-TJS�Y
% '• \ POT STA 2217+542J - 1"'••,,' [�s•�,3"'' '.,
_. 55
BREWSTER BLVD BHA- 3106 sa oD
sl POT STA 1095+67.03 - P sw - - SEAL
` N 355183.43
2488604.36 i _ �__r�.� r'`- f __ 1033184 _ `035865
\ -Off -- - _ - - _ t ,F• •..',�INEE�f' _ ryE IN4E�%',Z �
JGpi s �C 4} rrrt✓^ ! MATCH EXISTING ,a wix,,'' '•u,uSn•a•
y E*./'�
�WIDTH. GRADE AND
12.00 RT
+76.0 C5S SLOPE
\. -O J SPEC.cUT_DRCH_ ' - >>
SEE DETAIL A 12.00' RT ' pu
\ Q J{ of
�go 3:ys an
•( � �-�� � J / MACTEC ! RK&K JV
OBLITERATE
EXISTING
PAVEMENT J X -
5 ` r \ . •' \ - /\°•, .. SEE SHEET CG501
FOR SPECIAL DITCH DETAILS
r >.�..' .S �',•i. if '� . \J,
I S+tm *F RH GRIF
{lliE{{ ocs PIcAr r3�i II SEE -
LEFT
OUTSIDE « awn, sun
EDGE OF TRAVELWAY ( PASS THRU 0%E csa
60 (END/BEGIN SE CATCH PAIN I 60
LEFT OUTSIDE EDGE OF TRAVELWAY I RIGHT OUTSIDE EDGE OF TRAVELWAY I END SE TRANS
FIE TO PGL PC I END FULLI SE 4.0%- ;.-- 3.8% BEGIN FULL SE BEGIN F LL SE jj ' ,PASS THRU 0%`
3 REWSTER BLVD PGL BEGIN SE TRANS , BEGIN FULL SE PT I PC PT'
50 03% I I I I I I 1 I I I CHARLES' ST PGLI I I 1 50 ~ s
z�
CHARLES ST PGL : 0% J
I I I I I LEFT OUTSIDE EDGE OF TRAVELWAYI I u~
0.3% -' NC l -2.0%1 I i NC l -2A%1 i + = - NC l -2.0%J NC l 2.07.1 = o w
I _
3100f00.00 310I+04.05 3102t21.05 RIGHT OUTSIDE EDGE OF TRAVEL -WA( 3106+42.25 3107+62.25 i I 3112+0684 `
40 1,3101-1.'74-2513106t25B3 3107+03.83 3107+77.83 3111+32-84� 1 3l11t67.90 3112+45.79 40
3117C57:51 a N.E
RIGHT OUTSIDE I to Z `
,EDGE OF TRAVELWAY P! = 3106+86.0C] c
BEGIN CONSTRUCTION PGL MULT!-PCIRPOSE TRAIL PGL EL - 2235 5I CL
e = " z
30 PGL O CHARLES ST END CONSTRUCTION PGL - I 30 C _ -
-CHARLES-ST (SEE --TRAIL PROFILE SHEETS)
STR 3I00+D0.00 + CHARLES -ST -F Z 0 y P1 - 3102+10.00 STA 3112+76.02
ELEV 21.7T ELEV 20.58'
EL 20.73' I _ _ -
-�_�--------------1.JLL4910L ----i4�L---------- 4 ( I 1 5-^4 Z � m u
20 - ' f+J0.3 00% A0.3000f. - --- -- --- - -
_ __---------- -a _ _
20
+J0.3077% I f�10.3333f. -- -
--------•----------- --- --------------- -�- f+10.3000% -,_
y
f-10296tL
10 I EXIST GRADE PC/ END 5PL_DITI H = J
BEGIN -SPECIAL -DITCH P1=3107t00000 �ECIA_ 10
W _
CHARLES STP1 =3104+00.000 EL -l950 LT CHILES 5T 4
END SPECIAL DITCH ST, A 3!l1+50�0
STA 3100+65.00 EL - 20.50' LT PI=3109+00.000 I
0 ELEV 1 i 47' LT CHARLES ST EL = 2OJO' LT ELEV 18.0(Y'LT
STA' 3104+00.00 I 0 = a W
6EGlN SPECIAL DlTCI! ELEV-1836 RT BEGIN SPECIAL -DITCH END -SPECIAL -DITCH- " Z :
CHARLES ST CHARLES ST CHARLES ST u�E. mA; TIDIED
STA 3J09+00.00 STA 3112�75DO
STA .3100+50.00 F43E2
ELEV 1620; RT ELEV 18.35' RT ELEV T7.24' RT
-lo I 1 -10 ................
3100+00 3101+00 3102+00 3103+00 3104+00 3105+00 3106+00 3107+00 3108+00 3109+00 3110+00 3111+00 3112+00 3113+00
E,EE, 23siF
CP155

I ' I' S 1• ' f. / V/ 1
BEGIN CONSMUCTTON
HOSPTTAI. CORPS ROAD ,
POT STA 400+00.0 ( j
1', , BREWSTER BOULE ARD l
HWHCR
POT STA 1120+43.85 m -a O /S 83,
`3 \� ST 7+0815 ! Pl S10 411+40.42 SR 20
� ,• , { ; N 355515,82 m A �(37
' I ; a STA 404+27.3! i �� 14 T 4 1(C1r28 910'(RTl r
i541058 24 M
1 e r I ; D= 19'OSL549'
16M LT �P t = 578.46, zs v is se
STA'400+45.52 'S+ Hcx- ,os.00.00" - 3 02 srli'Le n+ FEET \
triJ
i li Ij I ;'6D3� T v HOSPITAL CORPS RO �~ 1 tt
i k'if I \ ]
(STA 400+69.42 r
! ,n S SE D Tul AET� a\O ��—r !i
IB.Ot�'LT � o 1
o is N HWHCR Nw y 1
�I �d5'G & (SPECIAL 20 + PI St 9Q3t73.94 • \ ��`` II _—'
p Af)7-\
3 ; I 4' BETE PAVING v N D I9 O3' S4 9' SPEC, cur arc / I `� ! <p% t "' r '®{�.
401+39.38 l_�f (04.46' SEE
��j
�, f lllf 6.03 RT n5, R 300.00 n;' C ]1
TAPER / -r srEc: tL7r alrtr
\rah _ s SEE DETAIL A p y c7
STA403+19-51 / n
�' 3 i i ` �2D• . / � C f C � � � � ' I r } ti � Q .Y (` 03�-- �-03 ram, r1-20-2010 .H r40
} ♦ l8OC1 LT �� �� S` �i - `~ire sY r7i rAue S 144071-0815 ` ; I �.A. FOR ERM(MNG ONLY
72\+rC�SS�'Y p[Sf 1
-
SFAL
RAJ' i f 2D1.'�r �� _ —l•� ti zu
STA. r�^� 1 i6 \ \ 03318�
-t•21I% � �1f� /I` At-fN4 L .hCINi F
w.
I f� i 122 R•3 i ` `; J I U�II F mt zY- ! !,lr�a,y�„/f rrr•fpa,.
I r�l j �� , f ST 9Qlf726I� sr �•� s , € sr ` c`
2 ! Ob RT 4 .. r �} I O
I _ Al� ` O` ST_ A 404+72J5 SI
\1 j N ` I 7D
3—CHAf,NEi RELOGn�f/ I A a v F� 95J8 RT - f0 sr�.., �- _ \ 2 00
i III \ �.-sEE DETAIL L S 10 1
I �• Z 20.TONS CL 1 RI W
pp 1� I W,39 SY F1L FAB P�S�C P
1 'i i I I � 't /S � Q N•21 �� Y L 76 1
' � :InI�',�i .�.-MI6 ,.�R,✓�`` _�` ---- �--� ,� \n -�� / ��.� �,` r �-�.::�..�.CGH1.
MACTECIRKBKJV
STA 403 80.92 SI ST 97
i i n i o 1 ��25.00' 25.00 RT 41 Z SI r
''f STA 400.+69.50 / \ Imo_ -, � z Q 12Q.50 RT \
j _ �rti,� l
/l ru nwwy rev
400+ f \ ! C) Z\ STA 404+21.72
STA 404#1701 W —
sr,A 404�0386 :I--153.59 RT
RT --- k» Gs
s�U Its,s Ms A18 IDRIVEWAY ! rev u r kl
€€ 1, •I I I L -, I—r �""" sulk
SEE SHEET CP514
24' WIDEr k sa
! PASS I FU� EE END PA55 E
HRU 0!. PC BEGIN 1 CATCH, POINT SF TRANS TI�RU 07 FULL SE V z
- .6Q - - BEGINI FULL SE I PASS BEGIN i 60
SE -TRANS- CATCH -JOINT; APT-! HRU-O% SE -TRANS CATCH P_01fJT-.
4AO% I PC LEFT OUTSIDE EDGE OF TRAVELWAY a 4
RIGNt OU SIDE EDGE Of , TRAVELWtSY
w o C4 C
50 50
- LEFT aurslDE DOGE i I I I o 0
NC r-2.00ZJ I Fi TRAVEL i M a o�
BEGIN GRADE ... - ;- + a.�
E... E
I I II I 4z
nNCL�or
HOSPITAL CORP R AD -q,OQ% 402 F0312 ' I I 405 F4359 -i 40 ' p Z W o�
40 404+g? `� I ! ,GH7 QUTSff9E EDGE 0 I FRAVEL AY
ST.A400+00 402+48811 . ;� Lim —{�
EL.20.40 ; 40�+94:5p E 4t�9+522! 406'12Z:98, `f
407+32.48
403+19.48 404+2723 4Q6,+59.485.z 0 m
PI: 401+2000 403+54.$I 4D3 9l90 4�40; 4(MJ5 '" m ¢Q
30 --_--_30 �L j�i7.4o LP! = 4o.5+mm 30 z t-,
VIC - l00, EL = 15 END-5P GUI D1TCN
K = 50 P1= 408+DOD00 HOSP CORPS RD C o�
! o PGL ip HOSPITAL CORPS ROAD CL STA 409125 Z
P! = 402t50m El = 14DO LT u`Ai Z
20 20Er = sm Pl = 4oVB+0pDO0 EL157o u = 20 g
1175 RT v
(-)OS % '`~-- '-c _--- -------- -' --_.� I = '407+06 (+1136ZiU : ----- ---------- ----- 0 1 ' P!---------- ..... ....
-T
f-K1.5000% (+10500a% i` 1 /. 1
10 E1= 9.10 LT-12� €
3 t-1O9267% I -6- ft) i&57r% < ,
-•-
4za
L
BEGIN CHANNEL RELOCATION— O------- ------..............:...................... BEGIN SP CUT DITCH Y
HOSP CORPSIRD I I END SP CUT DITCH
STA 402t04.DO END CHANNEL RELOCATION/HOSP I CORPS RD � HOSP CORPS RD BEGIN SP CUT D1TCH/HOSP CORPS RD HOSP CORD, S RD u,:E. AS 110TE0
0 I E402*9 RT ! STA.404+25.00 STA405+00 PI= 4064-50,000 STA too. � STA409+75
I I ( IEL.7.00 RT EL.13.39 LT EI = 12OOI LT I EL.85 RT I EL.15.00 RT
400 + 00 401 + 00 402 + 00 403 + 00 404 4- 00 405 + 00 406 + 00 407 + 00 408 + 00 409 + 00 410 + 00 412 + 00 E "1255955
r° 619
CP161

I n I
03:47 '•p�o10
03318s = ?
o�wfw
I©
F orR ER�ESS ROAD
1� ?fjS STA 502t75$5
14.DO' LT
BEGIN
STA 41 f66. 6 �i ! / END CONSTRUCTION /
i pWOUNDW wARRInR OMPL4FX,
HWHCR' nOr�LTi � ; ACCESS ROAD 1 t
PI,S 411+40.42 r yr ' / POT STA 502+75.85
t N 357033.97 ; RETAIN EMT PIPE f
E 2491417.66 I {PROP FOR coNs: s°I°l 1
, 1
f- 't = 578.46' .°roNs'2eIRIPRAP 41+c"-aa. °oo `��ry S� ALCORPSt`ROAD s� 5T4 502r7585
T =�'432 � �°�•0Nj uEflMr \ �p HP / � \ \� KOO RT BEGIN CONSTRUCTION
RRTT
3 / �\ -WWA- 501+75,00 / WOUNDED WARRIOR COMPLEX
TO PRO ION
i/ SEE er �r r �,' y 74 \ \ ? \ \ A 416t2l66 401 r� nsEE oETMAILDDC\ POTESS STAR500+00.00
\
" A 2+86.61 \ J� `� c 14.00 LT 1 tiQ rye' ,sy ----HOSPITAL CORPS,ROAn
V 3 ! rr ��\ `�\ `N END GUARDRA1Lr \ r POTS STA 417+30.48
[r) ?0r 1 LT � .¢ � � � TA 5D1+11,36
i eP - Q• r0 \ �A 50l+.3930„� ! .00 RT N 356762.59
Ze�i F r% - �t E 2491467.08 3DO TAPER
STA 42� 8.54 O
STA 500172.42�l1=' ► \ i 14,00',LT
STA 41B+4L84 � o ur � 36.t T O
V_ ...%ii> \\ \\\�� \ \14.00-LI_ 14AD LT o v �. \
Hw !' / >�" �r\r o/ �� \ O \ �= a STA 419+7854 + v +
i` r A 416+59BV7 1 14DY LT M
rToo ?RoTwn
\
re• SEE DETAIL e
' � •� "STA 412+86.6!
l4AO' RT
.r
STA414t 8 R=a8
14 00' RT
STA 414+77.9b'-
.' 63.35'RT / S°EarTgITE; CIN1 �C Hw tJ5P TA
WHCR'\ \ T; TOE PROTECT
! !9 0 w1D 2 PI S1Q 415
�i Q = 25 S 5' (LTJ
1! ` ' ! VO 19, 05' 54, 4. -RT \ S E �SR ET CP514 q X
T = 6884 t ,t
R 5441 .80''\
i
6 98' RT I
MCI arc"'
C tcssi-
+\ 79 SEE��IL� -� C •`rah •r `�bs " "Fn
2AX L 12' t �\ _ aT S� S,^. =' F/ 2A/.LLJ
S ]QI `�'I i• I2- L
J
SPEC. arr DITCH DTZ
R SEE DETAIL A ; 4- �C ,C„-Im
r '
e ro
0
S 40 STA 421f2854 r
Arm
n _ N 20.09 RT f N � �\ � � MACFEC 1 RKBK JV
TAPER I 150'TAPER rK,
A 42R+7854
f i rSTA I
c � � I � s1�iP�IranNw, u»
!4 00 RT cse
.11All
1ia 7i••y csa
CATCH III WOUNDED WARRIOR CO LEX o "i°
CATCH END I I I BEGIN GRADE
END P01KF PASSE PASS PT PASS I WOUNDED WARRIOR EXIST G;�AOE e L ACCESS ROAD PROPOSE ROFILE ; u d E
I SE TRANS POINT
BEGIN T THRU 0% END COMPLEX ACCESS ROAD PGL WOUN(3ED WARRIOR COMPLEX u
FULL SF THRU Q7. THRU 0!. F LL SE CATCH POINT,; z - }
ErVD_ ._i SE TRANS _ _30 TA5DD+00 _BEGIN SP CUT DITCH ACCES ,ROAD CC _ 60 -
BEGIN ; Et-17 37 WWC ACCESS-RO END-GR DE ¢ g
PT 1
SE TRANS E FU LI SE 90 _ STA500+70.00 ER�WAR OR COMPLEX 3 0
- ... .-- --- -- . . _ ; EL = 5D031200 _ � x
L WOUND R
f
RIG'tf7 0[17 ! F P . AV a AY Of, E � 14 000 RT ACCESS ROAD
r rL: - I STA 502-r75B5
O I I P!- 5O0 SO.00 Pll- 501+75.00 c��D EL,16.87 50 -
- -
_20� _-- - -= (+X1 L =- - !- END SP CUT DITCH C4 r-
-� I NC (-2.D0%1 E'- ------ ------ ---- M _�
(V t - : ! - - r.....--A 502,175.55 - d
5% XJSY.
-....
0
1 S1DE EDGE OF lRAVE-W.AY 1 ? - ( 106801%d Z` 000
414fQ116 LEFT ;RUT o EL 15 40 RT 40 u
,413±7.1.T8 t 4(It03.83 10 '� N CEO,
a 2' &228-4I4+37:6b-t v Z w
413+35.28 ; 416 r70 33 o
Q 412t98.78 414+74.16 ' 41 +33.83 500+00 501+00 503+00 423+00 424+00 z v0
4rz+8651 : END SP CUr DITCH °`+ z " ��
N 4l4f86.33 i416r21hS
4l3+OOJ70 ' I HOSP CORPS
Pl = RD n
-ui_ EL = 4l5.+IOt6 415+9j33 STA 419+00 P1= 429 3D J m Qn
Z I EL!15.51RT yC _ W O z 3 V)
P! - I418+0000 _ x 6T I �
= I PGL D LPITAWL CORPS RQAD CL EL � m0a EL = 418.82 3 az I _ _ +' C 2O W Z
VC�200 _----_ -_---'__--- _- A
1 - . E
----------- -
T9.70----t+f1 --
(-JO c % I- - i
V CN I " F
----- -1 _
-`- - ------------- -- �- ""{f11.6800% Ri f+IQ3527% LT END SP C(iT D1TCN
BEGIN, Sp CU7'-DITCH HOSP-C17RP,S-RD -�- T 10 a z
- go- sP'con P, S RD STA 421+q0, Ln
E.1'1ST GPAA)E PGL --- STA 418+25
EL1662 LT Yam. 1s,rlO=EO
EL1425 LT ErAoccr i. --,3E.
EL.14.25 RT
f f„ CGxs:x. COxl°...
412+00 413+00 414+00 415+00 416+00 417+00 418100 419+00 420+00 421+00 422+00 423+00 424+00 --'12559536
per 273 n GI9
CP162
9 7 n I ..�.»...

I I
o3a;..Vjp°llt+.4zoio END TONE SNTREETCTIAN
oE4S5� _ POT STA 627+20.00
S; _ N 357373.40
~ FAi
033184 ; E 2491999.87
'o�w llti�Ifir°
o
ff
HOSPITAL CORPS RO
POT STA 425+I4.33
J H Pii
f
STONE STREET !
I
Ot-' A
POT STA 625+)9 2
MULTI -PURPOSE TR
l
� I ,
OR-78' I Z I
fV I N
1 ;
Lu 62 I I 1
Z ( II
MULTI -PURPOSE TRAIT f' 2 r2N 2,1
I.5' C & G (SPECIAL)
STONE STREET
a! A
SEE SHED CP165
UNDERCUT (NOT UNSUITABLE)
30 _I
20
E 1
E
6
m
.a
a
O
O
[V
121-
cn
go
PI
EL
BPHCRBP BPNCRBP BPHCR��494
PI Sla 100p+9o.49 PI Sta 1001+37J0 ! 5ta I00 +3 o9'rRTJ p= 13 22 09.9 rLTI p =2.NOTE: �OBLfTE�WED.EXISTING�PAVEMF�JVT�
D = 27' M Ol3' D = 30' 09' 20-4' D = 2' 36` 28.,r r SHALL BE RESTORED WITH TOPSOIL AND
L = 49.00' L = 4433' L = 183S /
T - 24SF T = 2227' T = 9191O ! I DRIVEWAY 7i c`n SEEDING AT GRADE PROVIDING POSITIVE
_ R z 2N) q0 R = l90.00' R = 2197 2 i r 2IA0'WIKi f' 11 DRAINAGE.
{ SEE 5N ET CP5l4 ! 2 SEE, SHEET CP509
STA 4 9+45 f r �% i FOR` INTERSECTION LAYOUT
62.49 LL , / / /
l r 9 BUTTER TRANSITION TO 2 C.& G/
I95'TRANSITION TOO C & G
526 f .78 STA 429+25.05 i / r DRNEWAY 6 \ f
3.973 T 4).63' LT f 21J5' WIDE
75, STA 427+78.04 ;' ;' ;SEEIiSHEET"CP514." N , TA,432+40.09
Nr
+ 59.45' L
A 426+1533 48.50 LT :STA 4,' r' /{ JJJ g
R J STAI432-F59.57
98.50 LT 5B.62'7 H i �v STA 429+9025/ /' c 40.27' LT
+ % a o s 10'-GUTTER TRANSITION
4 * 41.50 LT .� �.�' /STA 433-F00.74 TO STA,433+1O.i
�� N p JOY TAPER n 5TA'43 4.79 ti o
r g R- 4x®+oo.oa d 59 ' LT./ 0. -4 `� STA 433+10.74
(SPECIAL) ��STA l+94.4.9 j' \ ' ' 39.72 LT
o In 1 40.63'-LT ., �.-..��
i \� PG
I� Si '�� /� ! ' IO-GUT-TER-TRANSITION
z 0 }- r STA 433.t(0.74 TO ST 4 433+11174
rn
2 Q TI--PURPOS� Fin°'CON sTnllGrlox�'
� !2'srEc. cur. EASE o � , U --� • ' �
I`Z`SEE oETA}L E /
2 }20 {
I
STA 927+27.66 B7A . �lO rsr
2.00`RT
- IS' C & 6 (SPECIAL)
STA 425 21,18
rA 427 36 E 'T3
OBLITE,
_ r - PAVEMI
qR"oR yr��PG `T i % t`
H4YHOSC
PI Stu Off +27B2
9T07'20B-(RT)
T =-65698'
R = 580A0'
F -HO PITA
m
POT STA
e�
NJ3s7674.
Er9z7sa
41
12
i I RETA
i 96 i'I i 2.o.. HoSPITAV
F 2.5` C G
4
RT
EXISTING en Lo/
/ ,Z STA 432+2173 HWHCR
931+19.49 r
HOSPITAL CORPS ROAD 35.5P RT \ p = G'O2%40P (LT)
�- \ \- I D_= 2 5r 530
r� IF OL•D !•IOSPfTALCORPS 80lILEV D ''1`� T = !0 99
R = 2.00JO.00'
STA
1(+)030007 (J)07158/.
1
---- tt aoQ --_- - - - r-- ------ - _ - __ - --
.. .. ---------- -- - �-- --
I..QJbi.
� � EXIST Pl=930+O19 -- I
BEGIN SP CUT DITCH
c;F4DE EI = f7.00
g. HOSP� CORPS -AD k-P=L
z STA,426+00 END SP CUT DITCH
ELJ82D RT I HOSfP CORPSIRD
I E1..13.30I r I
424+00 1 425+00 426+00 427+00 428+00 429+00 430+00 431+00 432+00 433+00 434+00 435+00
n
J
A J 1 I 1 Igf�
� Y
F
IIISSCALE IN FEET' a
DW
r'
MACTECIRK&KJV
r
O� n. vW.+u. +Tna•
cfs WP W. 1E16 K. Gss
JR6
w.•_W swr
rcw.. Txtr iArm
60 g A o
z 4
N � 2
50 _ I
O fV .0 d
co Ow
O
_� d �1
0Ino
40 uZ w [ft.•d
CD o0U.a
sr N J
W p Z
30 z � c co
au G. 0
E 9 vi Z S
C a H W
X J
f e 20 W u
I LL LL �
h o j l
Y7 10
w �
SCALE: AS 1d4TEQ
0 cc«v.. e;...k ......
..A
wK.. roa.wc r..
125:953T
CP163
S

� n �
Y lIYj3oms-�""- a -- / .Sl NivaD!� •r / rgZ �t/LLf+7 % j k 3 11Y130 335 - - w- r v v w• �.. t II ��w-Y+✓".-�.r .R::r' ';:n::n:.
'14xiolf3Fmc ,. 1 36Ytl9`w Bl _nM ice{' , HALO 35YT LnD'ous _�L I ` H7LD N77'
-1 07-r--
97
,
aL
I� STA.600184.59 \ ` 4 I~ q y °r' h 4 s►€t `' 1_; �� 5Z
� �60l?+84.48
! sFee. e n drrck I ! v€
PC Sta.. 1r- -- BREWSTER BOULEVARI]� \ 1 r ,/. , 801+ 22
seF-DETAIL 1� f ClyTor3crl` c0.3b LT STA 1142+8.42 1 N l . s0'. !
i rL ! sL D ?IL • BEGIN CONSTRUC ION Or > 4 " -
�. 601f35.09 1 / OLD HOSPITAL GORPS BDU Ln nr
(' C 5ta 901 BPSTS8�
1 �r �J 57YJNS STREET a STA.800+00.00
' .' i STA 600+84.55 1 Sta 902+5220 v' N 2493197.49 �' 41
.' m vSTA=b01 f35:49=d 03' 046' (LT)
E 35584332 2 �4BLtT-ER EXIST z
S NE�STREE S �'�" j` N. 203E CT D = 4� a' p o PAVEM �q
L = 216.09 co
_ PO sT.4. 600+00.03 �' T = 135.91 ++ P
' BRE TER, BOULEVARD ��� - % r ' STONE STREET-1
POT SFA 1150+52.68 � LP ." '� R = 14061' rn +SPST58 o
�3`S-6DI>so.00 •`'' . \ p 12J2 P1 St0 910f76. 8
N 3s59i�.09 f. /y. �'` v," , �\ ° STA 604+42. $8
E 14 31.02 �� , / >. L 14. LT = 48'59'W.3'1RT1 1' S
STA. 60t 35D9' '� 1 r 1 ti cN J9A0 LT D = 5'29' 55r N o ,, <
,'19.64 ;RT \1 ` 8�C.IFtdE To-WUW �$ 8903i 1 s2 z� ° *s w FOIL PERMITTING ONIY
Fes` ` T - t 11111=
2D Tom GL-I W 96 " y % t F \ R = 142A0' j sr,uF IN rgT a•"�t14
ON SY F4 FM O \ i p. f IV! TI-! C1lZI L + �,.. \ '(p HQsC r YiSf/
L T,H ewBs av - 2oz 3 I 4IL� 4 KaS, .YE�o.. ,
t j / V ' �� r 's- \ F ti's ,n ` I 15tu 823 ,
RLJ W 1 - r:
11W5T5 I r / SroN cv 1 38 45' 0 (LT)
C �' PI St 603f28Sf_ E STREET 30 �-� 70 �� F sEu€r i� ;\ �= 4g05 S, 2 `fl�I�ete?.••''`
A = 5605' 55.4 l { zoz
+V \\ T = 211J0I j aun,.na
D = 28 38i52.4 �.,' `` O R - 600.00' Sx
L - 30752' ��\ �F � f 0
T--` 1
93 47' 2 ,F� f F_ Z 's \ ! _ �� e� H P 5Lo &
SEPEC E DET DITCH _ , �F `
HP 95 25 am
-STS- 605+63.33 III S� O-T N eJRSPwr •°~ o \ . \ FAACTEC ! RKSK JV
D SY FIL FAB �\
STA 609f,42.56 q STA 607i'12J2 tiWS S 1 �. /2�: \ \
% ! 14.G? RT• m Sta blt67.72 TC7E MLC)TECrION ��\�
- ry ��-� a 14.00 RT o SEE oETAII e ~ `� \ (`
i' JJ v'� a - 59 17 3" (RT) \
_ j1 L�
/ J o t D4 .51 \ �� � V D3-.�"'SFti `�gA30
,,✓ , Ol '' N T 4 1 LAT, MWSF•DRCH
R = 1 sLF DFTAeL D \ \ G.� _ :. SEAL
♦ �1 's 473181 a-s v- Amp us
} as ` � � � f E� • _+ BLIP IM* NJG ka. G3B
STA 612t ryaL wa JP6
SI 19�C7
% OID RT
` cse
FULL SE FULL SE i j j I �� �,• vru
BEGIN I END r I
CATCH; POINT:: : CATCH POINT BEGJN CATCH POINT € z
SE TRANS I SE FRAM E
1 PASS ' I PASS ! SE TRANS BEGIN z 1
-- l! L3% `• r I THRU IQ/ _ __. i PASS FULL 5E I 60 S 3
PC RIGHT OUTSIDE EDGE OF TRAVELWGY P,T
T*-- - THRt'O P tEFx-0UTS1DEt EfJGE-OF-TRAVELWAY W M
4.00% I i THR
G
50vc' (-2.007) _ �:� ' 6+43 I I i I I I I I i I I W I w
r - .. -- :-.... _. _ 50
ly I I I `... ...` I &L73 I 60 20- 80 i' RIGHT OUTSIDE! EDGE OF TRAVELWAY 0 z co 0 0
LE _T OUTSIDE_EDGE_OF TRAf/ELWAY fi
-4A0% 60U+9987 '601+ 5O0 SC14t05.8 16OSt 1' M a
600t86.37 I ; I; 605+1589 I + a
PI = 60Ot50.0O I 60/+J5.04 607fl2d2 _ d
604+e42'56 P,1 = 605+80.00 P1- 612+50.00 Ch 0 G,
40 EL = 26.52' 60l+G2.87 I EL = 31.3 607+l7.04 40 v Z W z
604�7Q.06 P1 - S09f00.00 EL - 29.62'
BEGIN CONSTRUCTION PGL END SP VC 100 EL = 25:40 VC 102 �D
STONE l STREET CUT DITCH IC = 33 6°7f28''2j I VC = 152' K 47 z 0 0
STA600+0003 STONE ST PGL v ONE STREET CL K = 48 Q oc u: V V1
30 ni EL2777 lu
Lu
EL2385 L� f+1 0000% ! l2 _
m
I -
f +11T1000% _ __-___ --_ __
1-)250i I (-IO309T1. I _- _-____------ ----- ' EXIST _ -- ,
j I % 0) 2000% t ll 0 J p
«- _
-_ _ {�---
- I I -----
' ' / j JOSKs7% - ----- --- - --- -
a
___d__i
...._.. _- ' A
r
20 13D j ' .._..��ey _ ��__i - 1-J 02688f - - ... - e 20 m
f QOO/. E G �DF Z
I /sue.. l XIST GR. D E t PG -f BEGIN SP CUT DITCH V 4 BEGIN SP END SP CUT DITCH
A r CUT DITCH P1= 602+00 STONE ST PI =606400700 STONE ST
10 � STONE ST E1= 2090IRF END SP GUT DITCH STA607+OO El = 25JI STA611+00 E > "
STA601-F00 BEGIN SP CUT D1TGH STONE ST EL. LT EL.26.01 LT ` f T 10 4 Z d
EL.2929 LT STONE-ST ST46Q2f50 BEGIN SP GUT DITCH P1=609+00.000 0 4'
STA601400 EL.17.50 17
It EL.23.95 RT STONE ST E1 - 22.55 scar• As HOTEo
STA607+50 L-0 No., P-1322
0 € EL.24'' RT i 0
r
600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 610+00 611+00 612+00 613+00 ...a_ 1255953E
C P164

r1 Jf(! '!V rlQAO
p = 148'S9,1T.3_fRT`)
-
�D;= 5 43'96S'�
D = 5' 29 55f
L = 855 9 ;
_ L - M-9r
T = 455BY
T,+_t 474.74'
R = ID fXr
,R - 1.042.00'
`^
Fr -
UA v
A -
n
STA 613.+83.58
SrA•6i3+78.58
152.44' RT
I
L
j
NOTE:
OBLITERATED EXISTING PAVE,6IENT
SHAILBE RESTORED WIIIH TOP501L q
AND SEEDING AT iGRADE PROVIDING
POSITIVE DRAINAGE. �
o
w
STONE ST. S
'F
ouL
1-P,UR�OSE TRAIL
24% ! y
. 16,
NE" Sr
12'
zoz
\\
STA 615+10D5
14.00' RT
r, STA 614+24.75
85.36' RT
STA 614+13.80
157.14' RT
WIDE
'HEFT CP514
f
HWSTS
L
cv
Pi Sta 92 2695
p,= 14' 38' S1!' fRT1 : '
PI SIa 620�9563
p 14 39 333' (RT7
8PST58
rn
D- 5+27' 4 4' CAJ
D 5.43' 46_5'
PI Sta 2 +
L =' 268.09' «d
1134.78'
L 255 85'
La = II IT' 46Z (RT)
D = 26 38' 52.4'
m
o
`o
T
R = '1048.66'
`
T 128 63'
R
STA 624+27.04
T 39.43' 20.74' LT
BPSTSB
=
R = 2pp OO STA 623+7TD4
STA 619+66.95
P15ta 9
NO
20.72 LT
2066' I
p = IF I7' 462' fLT)
IO' TAPER i. ! D = 28' 38' 5P-4' 1 b
IAK DRCN To'. ALLOW �rosrTlvE H To'.Ae L = 39.43' x
A 618-�-25.95 t R =:`200.00 Q ate`kc
0
+ � O 7 7 Cl B.RIPRAP In d
i0' LT N eo wn SY sr FIL' FA! ?• 1.5' C & G
~F ~ z I STA 622+2299 (SPECIAL)
° 120.66 LT 4'' °� a
- CONCRETE
FPAVING Wp ) x
MCH
A-619+-82.
% 423' RT,
STA 62Ot2491/
51.45 RT\
PI Sta 817-r2722
p = 97' 07' 20B' fRT�",,-,\DRAIEWAY
TA +8 1
D = 9' 52 42.9'19 . R
L = 98316' T w 656.98 4
R = 580.00' 13.48 WIDE
SEE\SHEET CP514
MATCH EXISTING PAVEMENT i
i !
+ 1
41 i\
STA 621+7892
2334` RT\
\2STA`621-f9I
O 7 SPEC. [ -
F \ SEE+QETAI A
I II
622 7
32
TA 3+t
T CP514
RT
\\ 2
TA 1
OBLITERATE EXISTING PAVEMENT
� ss
.q sc"'E'" fEEr
O
iso
, =
SHEET CPI I
y
HOSPITAL CORPS ROAD
POT STA 425+14-33 I I I I I
7�VE STREET
I -STPM TSB 625-r19.02 i igt ►�
-
I STOK STREET
POT STA--Ca +20.00
II ly.{� 7373.40 \
R-re -►Ica- f!s ?Qj?"-87
II rST�A 62 D2 FOR PERIWTIING ONLY
'C&G
�NfSPEC1AL)
Its ^b`1( i 4' CONCRETE PAVING MACTEC I FRKRK JV
rSP£C1A&�.�
�
STA 624+1181 S
352RT `P163 = 03 13 8
64 - 1 a ma m
STA 623+5387 %sy Itla>t` a' uv 1f - uJG -: G��
2.71 LT
65R
I ' CATCH, POINT CA CH. POINT uTu
3 CATCH, PO1NT END I I PASS 8EGINI I _ f
END 1 SE TRANS � END`. PASS , s s Y d ti
60 FULL 5E BEGINTHR{f 0% FULL SE THR 0% k e ~ a =
PASS SE, TRANS-P("-i FULL SE END 5! E 60 = 5 o
TPiTHR{1-0% 2.6% 26% ------R76RT-OUTSIDE FOGS "T-�`-SE-TRANS 261. a�
I I I OF TRIVELWAY I` u rr o
0% 07. 0% "F
I } T
50 I I I 1 I C(-2.0%). NC f-2.O%) I I LEFT OUTSIDE EDGE 1 I NC 42D%) E 50 - + J
E
..-.,... -2.6%-2.67.=i. �,-: = =;.... 26% s o N ,C ez
i 615+79BI6+:6.05- OF-TRAUELWAY-622f97.77-' CD
C 618+98.6 9+35_p0 ;? : 622 1154B co d x
C SJ5 b 6713 619+67.00 522454.35 n
40 + 61t+s221 _
_ 622+17.9.3 40
P_! = 6l7+00.00 1619+71.92 Z C
6ISSTI3 EL = 25.12 619+83.00 622t06.85 w
r I PI = 623+97.45
PI = 625+19.02 = m
�O fk EL = 21.77' EL I= 2294' W �+ °
F
30Z % PGL v STONE STREET C FL-=}225 87
30 9 J Q� �n
- I f
I I I 2
I-__------^_'--------------1'DOOy2------L-194800:G----- -----=----____�__ ---- - - - - !t)1A000% f-H67O P vl
U-----r- ...3000% i I (-103000%-__1-)090 - ' I1800%�I _ l+i03000% I _LXL ..--;_---------L-------- -- ---
20U... - I I I I soi. �'r=1 - 20__ 'u
--_.�__ .................... --- W
BEGIN SP CUT DITCH I I (-)p3000%END SP CUT IDlTCN •------- ----
1 I I STONE ST -CL
I PI=62I+O0.{J170 I STONE ST I END CONSTRUCTION PGL a o )
10 I STA.619+00 E1= 19.30 STA624+OO STONEa -
END SP I EL.21J! LT -� EL.2020 LT STA627420.00 10 2 a z
CUT DITCH BEGIN SP CUT DITCH END SP CUT- DITCH BEGIN, SP CUT DITCH END SP CUT DITCH EL:199O a
STONE ST STONE 5T STONE ST STONE ST P! =62l+50.000 STONE ST s;e= s �a5 IaolFo
STA613-i65 STA.614+50 I STi1619+60 STA620+00 E1= 19.25 STA624450
0 EL!21.30 RT EL.2105 RT EL.f9.52 RT I EL21.02 RT I EL.18.35 RT
613+00 614+00 615+00 616+00 617+00 618+00 619+00 620+00 621+00 622+00 623+00 624+00 625+00 626+00 627+00 12559539
spar 2�, w 619
C P165

NOTE: l - v FOR MULTI PURPOSE-TRAILZh/ ��Lo
= INFORMATION 5Ef: 4u3Lo uu �Us
SHEET CP136 aws u4a r Off/ /' + j ► 4
CLI 1 _ .. �.. _. .. 337 SPEC.M[
1142 iiiiii TOE P101EC710N _ IPA.X
1 \ LE L qi
SEE DE0 F 26 r _
} I I
Z� �•Q. fT � _
,�w✓ - -
SPEC.
EvCLrr. DITCH
17
SPEC. cur ansE DITCH 1( 8 ' ' 347 ,•�' �' ----�' - ^ 5!E DETAIL E
� 25.�� � �' ..-.-c-.F '�-� r y. � � f,� � �` � ^'Q /• �' � � 'L� F, _• 1,�, _ ice= ®'�
i ti � 5
N 4l 11 S.5' E + % ` CV } rv«�,5 P ! �' rr1N to �1 SPEC CLrT SEE DETAILBE WE DITCH
� ,�� ` TR: I i1 41 ( N g RPMPPSAE ®R.
l 1 i r f� ( N •F i .1 Iv.2S.5T v'I c� ram -
a i BPMPPBAE �S1 ! o N �, o v o �,��
°�" DITCH Pt SIG 5053+22D9 `�' J az In ;_ i u�T' r v _ P! Sin 5054 8.7' 1R i
o ! l BPMPPBAE i • , a ; j 0 0 = !9 31' 28.7' IRTI
/ A = air27.4,iRT) ur � k �� t y,� ��/ �� to 0 0 =`28 38 52.4' / FOR PERMITTING 0N1Y
Pt St0 5052+5393 D = 28 38 524' n' �' \ �- I I a 4 T=34.411 ��`SN•m,•r
A - ts• 3r 27.4' (L1 L - 68r5' HP E o �' �, ti �Q/
0 = 28.38 524' T = 34.4r SSHSAC-HSA-3G12 9.31 c�1 ?=� 'i; 2� �� Ln R = 200A0
L = 6815' P15ta 701f71.00 1 aELI y\ R = 20D00 i i�: o� I{ II ,/STA 70 '8&&3 BPMPPSAE BPMPPBAE
\ T = 34.4r = 59 O16' 37 3' rRTI STA 0 +67.28 i � � I
1S To wi s A %OS . R-� P, - �
R - 20000' = 26 53' S79' 1 LT 1 r r : ; 72.00 T Pt Stu 5055-t6 M P! Sta 8 c .,
L = 219.75' = 19 30 J22 (LT) - P 3' 324'� IKt i
Qr ` �J•:s. T = 120.78 i vm s"�"' l4A0`LT 1 I 11 END NSTR(1crtON D = 2a' 3e 52.4' D = ff 28 482' •''+ar,`,1K7 s. t•'' t
,. FR FAR •4HED.T'
R = 213.00 ( tt / 3 ' HIGH SCHOOL ACCESS ROAD T = 3 06' r d97 33
Q„a\ t 4', 1t 1 1 Por sr 706+01.13
/" VIA
A� 7' \ �i 5 �10 L G' S5 �� l 35.50
��- xySTA 700a65,90 r� w N 355692.
"_ l2.00 LT y I 1 iii E 2494068. Da
1>17
HIGH.,s
�'�� ��� __� __� ."/ rr`•�i ter`. "-� - i �. �'E AD �: � 'K':'{+y� MACTCCfRK81(JV
To
SPEC. CUT DITCH .�•... I
..
SEE DETAIL A l� �� 1 I �' O _ •i�•`0+tysf -
\ STA 70 +69.97 SEAL
.\\\ ` 25 0 ~ ` OC 033184
1400 R; STA\7� 0.41 I S y I � rmaw,rl. wrrL
EEGIN CONSTRUCTION I 4- , 14WT
j •, (HIGH SCHOOL ACC
^��w ��
S� o l S.. :A:795t88.41-
t POT STA 700+00.00 `� �O Q p xs w .ten as
` N 355481.18 ) f• r v, �� a \ + 7t$�=Ri"�'� i f I I a _ I J
a
E 2493544.44 _ t- " v1 1 �`� SNP lc . iiJC k� GJ�s
PC Stu. 7004 DO a a K. GSa
�„ ..<. wig
3 CATI , PorNT CAT I H, POINT €
PASS 6EG1N 1PASS
Z }Ld
60 Bel GJN-THRU �O% FUL(:-S END 7HR 0% 60 w 3 A caLL
SE T•,RANS P,C FULL S P TRANSw ~
2.6% t--- .. I RIGHT OUTSIDE EDGE TT SE _•E... 2.6% = a
IOF TRAVELWAY {
50 oz E- G%
-�50
= zNC (-2i0%) LEFT O2.O7) - dc
a
2�% OF TRAVELWAY I03,7O.43 M
7OO+DD68 703+1581 a 700+41F64
40 f 702fb8.43 EL = 29.41'
70O Lf117_4 END GRADE 40 O C d -
-- - VC-=-150' Lfl Z w o
701fQ9.9! 762+6120 x = 115 1 HIGH SCH L ACCESS ROAD
761+12.64 702+ g8! IPGL 0 HIGH 5CH{70L ACCESS AD CL� N F�2STA �6,t�•7& p
3 0 30�=72�i� 30 _r>aBOQo% -rl aoscx�o% °�
J
LI..1
1 Z c
(-1)0.5445% ____-'--I --------= 1 I a - -- ----------------- -
I ---
r-) 0 9s3si I --- -
I
� W �
-47 l _v
I to- S w � Z O
BEGIN SPCUT DITCH 1 ` _ < v
HIGH SCHOOL ACCESS RD EXi ST GFAD 0 PCL
STA700+25 P1=7034-00.000 I AF = < U t
10 10 EL.2625 RT E1= 123,60 �T 10 y _
BEGIN CONSTRUCTION PGL END SP CUT DITCH sue-
HIG SCHOOL ACCE5S ROAD NIGH SCHOOL ACCESS RD AS 14OTED
0 STA1700+00 I STA 704+25 I I O .��., �., P•ISa:
ELL27.38 EL. 19.55 RT ral5.s�Tk. G.
I I I I ....W.
e. u.....,x
700 + 00 7014 00 702 -I- 00 703 + 00 704 + 00 705 + 00 706 + 00 0
jr1'55ssQ
:xec, 23T Q, 619
CP166
1 2 3 i 4

L
C
V
,A
70
70
-
60
i
60
50
�
ii
i
.r
7p S
5I
50
�
I
40
...
_Q
S=T
40
30
BEGIN CONSTRUCTION
URPOSE
BER MULTI -PURPOSE
STA-"01+M00
ELE1752'
V
PGL
TRAIL
PI = 4005+D0.Qp
EL = 21.17'
_vG = sa
RQQ3f85.QQ
r9.7
E- 2
'El.
Vc a
i
N
_{l,1
J
30
PGL
& TRAIL 6L
I I
I
20
f +7Y
f - .300Y1%20
-------------
! 10.3
t .50fIQ%
- -
0333184
i��ItlE�s
n .•`
10
a3586`
_
10
PI - 4001+50.00
9.32'
60'
-' --
-
- --uVix
---y
`_`_`---_-
EL -
VG =
EXIST GRADE
c PGA.
p
0
RK
-10,i
I
I
-10
O&K
4000 + 00 4001 + 00 4002 + 00 4003 + 00 4004 + 00 4005 + 00 4006 + 00 4007 + 00 4008 + 00 4009 + 00 4010 + 00 4011 + 00
MACTFC / HKRK JV
70
I
I
70
60
E
60
tra fRl� I�R CJY le. SQD
wt. JRS
SO
GSE
OR
upgP at`
50
I+
Ln
i N
r—
I
►
10 A
51 E—
50
-
DZs
g
u
�
w
40
I
°
=E
s=T—
4000
I
-'
a
CC
30
_
w
�Z
J
(�
_
PGL
0 TPA!J
EXIST
BL
GRADE0
PGL
EL=4�61 g Q�
Vc=ea
f-10�OIOL71. (+R
I I
P1= 4Q16+50.00
vc-'�
_ `
30
z Ou
z
W
E
<
<y
4��
Md
Z W
O�
,, u
I m
m Z
a
w
V1
O
a
i
w
a
-
-
END CONSTRUCTION
B.ER MULTIPURPOSE
STA 404+01.33
--LEY 18.44'
i I
I
PGL
TRAIL
j
t
_
10
0
10
0
Vl-
AS NNED
T
CrSiF. CCNIP,
M�.
—10
I
I
I
-1 f1V
1
4012+00 4013+00 4014+00 4015+00 4016+00 4017+00 4018+00 4019+00 4020+00 4021.1-00 4022+00
wK1. Cn��1G
}255MC. 9541
SEE: ,9g ss 619
CP201
I

IMP
70
70
—
60
1
I
�
60
-^
i
_
-
_
I
50
p.
IT
50
I
I I I
,
40
BEGIN CONSTRUCTION PGL
LBER-MULTI-PURPOSE-TRAIE
_H
40
STA 4038f3Z.70
ELEY 22.21'
P! = 4Q4I+40.00 Pt=-4092+60.00
EL = 20-71' EL =
VC = 60 VC =
21J6'
60'
PI = 4043+90.00
S
PI
EL
- 4045+70.00
= 21.03'
P1=
EL =
4047+56.67
20.47'
(
�t'E
30
P1 = 4039+35.00
VC = 60Lcf 35
P1 = 4042+000p
EL-21JT
VC = 60
VC = 60'EL
VC =
6(
PGL 8?
TRAIL BL{
�\
-LLJ
30
-
Z
MAYFAC
(- BOA?%--------
I (,+Iu % I (-)0.3500%
_ (+10.4500%---
--'4000%----
1
=
20
20
(-103000%+10.4000%
-
r e
_
%
_--- --(
----
rxxf
- �GC�:G-__
%
—T4, :3000%
---
(J
Qssss�
fi.eidnr.r
Qs�$'�;su
-
r=J0:3
__,_Ga
- " "_"_
_ _____
10
ELF = 22JI'
i
I
I
I
EX
ST Gf2.4DE'
� PGL
E�orE55+'3+
033184
�
—`F!G NEt4j�?
1�
:'oF E55 %p''•.'+++':
SEAL _
- 035865
' r4V 1NEE%2 �
VV��
VC
=-60
a
0
RK
-10
f
-10A&K
4039 + 00 4040 + 00 4041 + 00 4042 + 00 4043 + 00 4044 + 00 4045 + 00 4046 + 00 4047 + 00 4048 + 00 4049 + 00
MACTEC I RKBK JV
70
70
amicE
os PFH I— CJM I:- SDD
x w JRR
�uvtt xun:ER SMA
60
60
�r w. aw GS£
Ln-
UTU
y
z
10 5
LJ.I
50
I
j
_c.�
51 E—
50
= g 5
o
0
%0
I
way
n
—F
9
-E
r
I
4
�
40
ART_
40
_
0
cv ._
~
N
I
P1=
4055+70.00
PI = 4058+00.00
EL
3
P1
= 4060+70.00
N
y
d
o
30
EL
vc
= 22.91'
= sa
=
�,
EL
vC
= 2234'
= so'
LLJ
30
u
CL
CL
PGL v TRAIL BL
I
Z
0
0
I
I
.6400%
J
w
o
-----
-------------
W
""z
Q_
-
10
{
EXfST
GRADE PGL -V"
-
10
w U
LL
4
m
N
iL
Z
LO
0
Q
o
L.l
0
i
y..e
CS hfQTED
F-17;2
-10
-10
4050 + 00 4051 + 00 4052 + 00 4053 + 00 4054 + 00 4055 + 00 4056 + 00 4057 + 00 4058 + 00 4059 + 00 4060 + 00 4061 + 00 4062 + 00
` 5` 2
x'""` °°' 25595
s»ctr M e, 6
CP20
I
13
2
I
4
5

0
C
r
0
U
a
EA
D
0
V
0
00,
70
70
601
160
+
to s
50
5I E
50�
I
5
I
IN
I
O
N
o=E
40
40
�=T
--
P1= 4064+00.00
P1=
4065+20.00
�O
N
Lu-
�IEXtST
= �1.35'
VC
VC = 60
GRi
VC
E 0 PGL
= 601
iI EN
HER
STA
ELEv
CONSTRiJCTTON PGL
MUL77-PURPOSE
4W5+S0.G3
22.29'
TRAIL
-----
- —
30
-
KNIFAI
Z
20
2—'r-a0:
GltcES_
20
t°w,NaC V. by
:'-[SSA:
"
---- raoor
�f1
I
I
10
{
I I
�
-
- -
t
s�
033184
fit
U✓ /� f
10
_ sue.
035865` 3
VV"
�
I
D
0
—10
—10
ADTZ
4063 + 00 4064 + 00 4065 + 00
MACTEC / RiM JV
I
I
iu mr.a. uxy
i
I
-
f
urs.rrr le u[
FPx P, UU u» SOD
j
]
I
r.rw .wry 541
I
oa•o� re GSH
11
IITU
t
Z
U�i
J
-1'Za
'z -
t`
w H
-ate'
v
Q
i
yr_
I
co C
C7 a.
LJ
�
a.
n
c.
I
Z
cr
2
z
�y
0
t-
!
0
y
I
W
��
m
1
Z
M
in
3
y p
W
F: Q
V
Lil
u.�s
AS iJOTED
I
....... x0.o P-1782
(Giie, LOyl a, N-,
Ii+R1111R
HlV11C CP�Yw.' n].
255954"
J615
sxFn ?aQ 6F
CP203
f

1 I 2 i 3 I 4 I 5
70
I
70
a
60
60
50
N
—F
�=E
50
x
x
40
20
PGL TRAII�BR
BEGIN CONSTRUCTION
CTA-6WO MULTf-PURPOSE
PGL
TRAIL
CHfRLES
STREET
PGL
P1= 6006f85.00
VC 6 = 0.34'
VC = 0
—
EXlsj!NG GR413E 8
----
-
P1= 60O8f85.0O
END CONSTRUCTION
EL = 2095' CHARLES MULTI -PURPOSE
VC—b(1
STAt601[+50.58�
F.LEV
PGL
TRAIL!
19.211
i
r-----
--------
n
03:56:1 �i' r,y�
0 jtu
G �I��ESS1p,,
S 033184 i
40
_
W
OQ p��ur,� nN2 9 Y
tr38.-"";� 9-7,N5
nsp,, ?uR°�i .
E551
SEAL `
.E, 035865
I 7�f4488Y
Pl = 6QI1+05.00
EL = 19.07'
VG-=-60
LO
10
4:00,00I
ELEV 2240'
10
01
.—LF,k,,NEt4�.iti�.!
000U
.i,}C1N4E~ r`v�v`•
-10
I
I
I
j
I
-10
RKDD��
Arm
6000 + 00 6001 + 00 6002 + 00 6003 + 00 6004 + 00 6005 + 00 6006 + 00 6007 + 00 6008 + 00 6009 + 00 6010 + 00 6011 + 00 6012 + 00 6013 + 00 I
MACTEC 1 RKSK JV
70
I
-
CV
00 Q CL
I (.)
10
c
70 _
0
40
30
;I:ecrw, lo- orn
60
-
ms FAH Ico. CJM 1 SOL
•v:a JC,9
L59
— `) V
N
Z
O
`'
�
w
z
z
W
=
LL
Q
1 a
d z
s
V
�-
z I++
O
y
m
J o
3
m
z
°
�,
`AS
a
w
u
u
�_ a
4
S U
o
u
U r
Q
rr M
a
_ 40
—
- 30
20
- 1
I
PGL
r-J44
-BOY-SCOUT-4CCESS-R04L?
II
I
BEGIN CONSTRUCTION PGL
GIRL SCOUT CAMP ACCESS
STA 41001+47.00
ELEV-22.49'
P:1= 9101+0000
EL---20J6' EX15T1NG-GA4DE-�-Bl
KC- l�,
____-, r
y r-1165 GC1i
GL-
j
I
END CONSTRUCTION PGL
GIRL SCO UT CAMP ACCESS I ROAD
STA_ 9IO2 f 76.60
ELEV 17.24'
jII
f
ROAD
--
--
P,! = 8993+8080
EL = 22.9Q
VC = 60
(+)1.00 Q% (r 3600%
-----------------------------
�- I---------
�� ~mot
I r-J 2923ii�'�
—BEGIN-SPECIAL-DITCH
BOYISCOUT ROAD
STA 8993+ppp0
ELEv 2r.Qo' Lr
I I
BEGIN_CONSTRUCTTON
BOY SCOUT 'CAMP ACCESS
STA 8992+90.40
EiE [� 72.00' I
-
-------_
Exr5TrNG
I
— I-
}�
//
- -r_1�3sDoz
GRaDE iB
PI = 8937+00.00
EL = 2r.75'
PGL i eoy sco�
(+)<J6300%
--------
��--- _�
- (+1 r5o00%
r�accEs�
- ---
��-
I
Pr = 8998t0o.00
EL = 20.38'
VC—B{Y
Pr = 8998--&50
VC = 70' 3
-
Roan cl
r'1l.3 % L
- --------=----------
--._� -- i--- i
P! = 8399+63.00
EL = 2157'
V£=bD
-
� Z H
~ LLI
-Lu Z =
Z � y !
JLu
=
_ �.�
i.� O N
LL
_
I
—
20
10 _
_
^10,a
d
-10
PGL
ROAD
I
P1=8995,160.000
E1 =
13.40' LT
xu=:
N-3
_o
r�aec�}...�. P..
9100+00
9101+00 9102+00 9103+00
8993+00 8994+00
8995+00
8996+00 8997+00
8998+00 8999+00
55
9549
1 244 <d n14
CP209
I—.u..F'n v.c;M taw
5

it �■
L30,—,
P! _ lOOP+00.00 PI = 1003 FDOO�J I I P1= 1005f00.00 ( i
1001f00.00 Et = b2+ EL = 20.54' 1 L 1003-t55.20 P1= 1004429.91 EL = 2Q� Pr - 1006-F00.00
= 20.99 EL1 = 20.9Z EL - 210' EL = 18.85'
VC 60
— 23 —x_=39 VC�3d VC = 37
23 x 2a x = 29
MULTI -PURPOSE TRAIL BL
. t-11.r_t1p6900% 9 r+�o i PGL
END CO�Yi STRUCTION PGL
CONSTRUCTION PGL HOSPITAL CORPS MULTI -PURPOSE IIRAIL
AL CORPS MULTI -PURPOSE TRAIL STA 1007+35.29
00+00.00 El V 1737'
0.25'
17
Z\J,
-10
I I
1000 1001 1002 1003 1004 1005 1006 1007
20—IFOR PERMI{N�f G ONLY
llllllillllb_
c�muscs
-10
MACTECIRKBKJV
yocen:
la clran .aaa;
am.:an n ua
Ks AN? K:i 4JG Im GS6
r.h-x r.wxa SO✓1
ov a,�r.,Fa 458
uft".>r 1. Mimi
o E
15 U
Z
age Z
Wes
a
boa"
i J
r00i a oa
a =-j
0' �a
t0 LV p Q ~
LLJ
w J�
Z Cc JQ
tD
411 Z s�
W V J
u V �
` � n
a
}4 �
scKc� AS NOTED
Eh.oxci �K.� P-13E2
GRhih........
hevia[ [•anc M0.
125SS550
s•e[* �aT ci y�51?
CP210

1 I 2 I 3 I 4 I 5
I
x
BEGIN
STONEI
CONSTRUCTION
MULTI —PURPOSE
—PGL
TRAIT,
P1=
EL
903+22.00
- 29D
P1= 905f47.00
EL = 29.90'
E
P/ = 907+97.00
EC = —26.00
Pi = 911+00.00
EL = 29.00'
4�®®�
I.
h
�j
—.30
-'
STA 900+00.00
ELE V
26.90,
MULTI—PUORPOSE-
r+125000%
`-
TRNL 8(
r-+i .4000%�
-
r+J0.4000%
I ------I
r_JIS600/
_
---------
I
-----------
-
f+10.9900%-
r=11.0000/.
-
---
30—®-
IMAM
I
I
r-1L0000Z
r+12.5000'•
--�----------------
I
-----
FOR
PERMTrINGI, ONLY
/r
I
asss;z µ,,,,
Pr =
EL -1
I901+70 00
252d
E.4'IST
GF.?D
PGL�
cart* ii55
%�° I A!i`•
:. sf�u
s, oaa` -
�'iES51 '•�,,'•^
e* w f!o _. :.E•n
's
`. r`"�
_70
I
y' Wi MEN
"U✓ i, ��
L�
•., qy i. EN�`
0_
-0
I
I
I
900 901 902 903 904 905 906 907 908 909 910 911 912 913 914
MACTEC ! RK&K JV
I
I
[MJG
ccs AvP P, Icy, GSB
ike
SMA
ou .xrk:» GSB
oma.wv ulu
9 z
tL
Z = 7
g u o
P! = 416
EL 2356'
I
9335
I
v3F�
4 z m
O
" Z
C
W
CD
Cr
wJ
a
PI = 921-t89.60
EL=21.0Y
I
—30—
—30—
-20-
-------I-
-----------�_'-'_�aoz
i
I
r->,a.470o� I
-----------
1--
M�
-
---------------------
LTI-PUR 105E
TR41L
BLS;
I
\
—r-X1.4700%1ttsL4�9%-----
------------
`�
N
20
z 0
w —
z WCO
W a
U-
W V
cD
Z
'w
=0
via
-
J
_
I
---
0
END CONSTRUCTION
STONE-MULTI=PURPOSE-TRAIL
STA
PGL
924 + 09.95
ELEV 21.6G'
-0-
'LL
a o
z Z
I
[
I
«s rMreo
r�
EPPQOEC, P13az
E'
914 915 916 917 918 919 920 921 922 923 924
` 'r9551
sMc
I[
2�3 J 619
CP211
3
4
5

70
Ln04
i
170
�x
60
_
J
l
!60
-
—
-0
50
+Z
I
H
-N
�� l
�50
gggg
o, o
E
�
`
t
40
M
D U.
Zi�
jj
PGL v 60Y
I
SCOurI AccEss f70AD f L
W
F
J 5,r
Z
40
��Vi
�;W
Z' w
Pl = Xwf-15.00
EL = 20.75'
P1= 9002+9000
= 20.01'
P1= 9008+65.00
EL = 21,74'
=-
P1= 9010f05.00
EL =
� 5'EL
P! = 9Q11+50A0
EL = 21.42'
E30
I
Vc = 60
VC 60,
_F--
30W�i�
z o,N
Jf---
20
=.OG:LLf
-
_
- --- - - - ----
r -
i
I
I
-------
-------
--
I --------------
---- --I4DJAEEN%I
-----------
i
----
�
e_v_e i�-
sanor�-riB=_
-f
bY
G;5F?
�20
_rf
3318�
=
1
1010
Aft
SPEGI
BOY SCgff ROAD
9000;t00.00BV
MULTI—P#/RP05RAILD
PGL
EXISTING GRADE
BEA
�s-`•,�%!T:fa��'0a+��`Yo•��_rwui+.; ���ff'i�93'
, 1„
'sj,'
r, —
20DOLT0
0
-10
I
-10
9000+00 9001+00 9002+00 9003+00 9004+00 9005+00 9006+00 9007+00 9008+00 9009+00 9010+00 9011+00 9012+00
MACTecrRK&KJV
70
70
ns PPH K-- CA Iz— SOU
60
--. _
#
Ln
I
w s
60
w,. SUN
M+ee,Na G59
Ulm
_
ou
J
+
:
z =
y
50
50
[�
N
40
fQ—
PGL 0 80Y
SCOUT ACCESS
RG4D
CL
P1= 90/8-f50.00
40
LL Z
s
Do0
M d
ci
cr
V)EL
VC = 60'Z
30
30
LLL
z
O LU
0
i
(-
J
-r rlg 3QQB% -,
-
-----------
------ -
— -- -
--- ._._._...
-
- --
r +Xl3
- r- $442X
-
r-1os442I
I
W
W
j��CL
m
V
----------------------L----
-
z
3o[---�-----------"-__'----
Jr 3
a
10
EXIST
NG GRADE
0 8L
1
xslltD
BOY
CONSTRUC770N
SCOUT
CAMP ACCESS
PGL
ROAD
10
W
►"--
L
r i
ENT M
LT1-PURPVSE
TRpJI!
PGL
S7"A STA
421. +
b1.BI010+
g
y
n
p�
0
1
0
�z4
i
l
AS NDTED
+µ+AL.
-10
i
9013+00 9014+00 9015+00 9016+00 9017A-00 9018+00 9019 f-00 9020+00 9021+00
"` """"
12"59552
vE
:a9 t+ 519
CP212
I
2

Y7
■
d
■
r
100% DESIGN DEVELOPMENT
16 f E B RUA RY, 2011
BASE ENTRY POINT,
BASE ENTRY ROAD
MCB CAMP LEJEUNE, NORTH CAROLIIVA
FY10 MCON P1382
CITY OF
ROADWAY & STRUCTURAL JACKSONVILLE
ENGINEER
A
Ad
f
MACTEC Engineering & Consulting, Inc.
2801 Yorkmont Rd. Suite 100
Charlotte, NC 28208
Rummel, Klepper & Kahl, LLP
Consulting Engineers
900 Ridgefield Dr. Suite 350
Raleigh, NC 27909
FUTURE PROJECT
BEGIN PROJECT &
CONSTRUCTION
BASE ENTRY RD (SBL)
STA I7+75.00
24
END PROJECT Pe
MECHANICAL & ELECTRICAL
ENGINEER
_®C�I E
11lt!
CEMS Engineering, Inc.
3509 Iron Horse Dr.
Ladson. SC 29456
TRAFFIC
ENGINEER
4Sstreet,
Street Smarts
3160 Main St. Suite 100
Duluth, GA 30096
\'Z' /0--, `-"� �' �� �'_,
C
c�
CONSTRUCTION \ �}
BASE ENTRY RD `
STA 45 + 00.00
C
oI�7uN-Z�lc A �-tu-�,c� f
PPROV ED %,,'
NORTH CAROLINA ENVIRONMENTAL
a
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
2 2 _ ),4,4R _Zo 4 i
7
\ Ldx�_ l
1 \\
MAR HE COR-PS BASE CAMP LEJEUNE $��
TARAWA END CONSTRUCTION
TERRACE STONE STREET;~-- .
STA 627+20.08,
WOUNDED
WARRIOR
\\\ COMPLEX
A4
a
'1P >
-- BEGIN ROADWAY
�12V C STAONSTR 9+0I0.00
'109TgE�s
■
ELEMENTARY
SCHOOL
G
.00
NC 24
2:49:06 PAC1
-O5'0 s nn'•r�,
ia� yr':
SF,4L
021122 -
��
�'4,FNGIHFE:f��.
VGa �
\
MACTEC 1 R7(8K JV
'boa.
NAVAL
HOSPITAL V.
44 G TRAINING
FACILITY
7 O
�u: �'
JLB Ic- MIM
JF2
mTIA
=
z
G
`
rU2�
U Z '
J
J
Sro sr gd°A9, f
POINT
GOLF
L
MURSE
rucrrox END, ROADWAY
,J
I792.444 CONSTRUCTION
x --STA 155 + 00.00
4
S tz° C�CJr ❑ CO 0
7 �
SCHOOL �I. j, CA" w
i ° Z LEI
z Ow
U IV HERKLEY/ o`t `, J
ton
MANOR \ w
z w m r
MARINE CORPS BASE w J o 3
PPY CAMP LEJEUNE w LLZ
HOUSING \ ~
w U c�
END CONSTRUCTION/ = 4
RAMP D \ \
STA 23+29,84 _ J
—aEcnv coxsrRUGTroN
RAMP ` . -I C � d Z y —
STA I0
+00.00 w
I orn 1sas rroTEo
=v.D,Ec: we F-4322
O�FC ��� iz a57i7
i

t
,_
•- �1r7
� -r'
.
� Y '
..
.
.
ti
��

.) 1
o�
�k
1 11 I I II I
O n
frTl 0
� II
c
� o
0
N
O
O
p p DEPARTMENT OF THE NAVY NAVAL FAGILmES ENGINEERING COMMAND
z k� NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC C Fg Lq
gYCNC IPf NAVAL SIAION - NORFOK YA € #, �OL�,•' O ,
1 �� MARINE CORPS BASE, CAMP LfJEUNE JACKSONVILLE, NC 9 1 1 ran
N C) s z FY10 MCON P1382 �••
rn NEW BASE ENTRY POINT Q � "'Im
1 GATE COMPLEX OVERALL LAYOUT & PAVING PLAN1� �g ? "••'
rw oonurml
I
I
14
J

C
r\
2 3 4
5
I EGENl7
EXIS]IN Na
DRIVE DRIVE
EDGE OF PAVEMENT
TREELIKE
/ —�--* ------
SECURITY CHAIN LINK FENCING
TAT
ARCHITECTURAL FENCING
—
ALIGNMENT
IA-1
TRAFFIC DIRECTION
i �; 'n'a'n`e'
HEAVY DUTY ASPHALT PAVING
®
COORDINATL LOCATION
PLAN
NORTH
GATE COMPLEX AREA "AA" LAYOUT & PAVING PLAN
SCALE: 1' = 30'-0'
Z
COORDINATES
NUMBER
NORTHING
FASTING
01
364,859,08
2.484.217.53
02
364,869.39
2,484,150.42
03
364,607.58
2,484,181.44
04
364,620.99
2,484,126.46
05
364,638.80
2,484,069.41
30' 0 30' 60'
SCALE: 1 " = 30'
QRAPNX SCALE
A T7,
Ili
NAVRAC
02/09/11
CIE
mFs—
FMMF£Itl11G
lF'YS E,pWp, Yc
950BM Ibr ONe
Iaioq 3C glY
;C1RIID p1A
EIYI - EN — SLM
i41 �'N�p
T FML%Npl
Ne w/oN
E
Z
Z
5,
o
N
Z
U
Q
c
z
a
N O
� a
o
D
a>-
zz
g
z
pW
-
U
w
g u1
Joa
Z
W
a T
m
1r
Q
W
u,)Ld
x
z
J
U
�
�
a
LL
a
�
o
U
a
Z=
s
�
AS NOTED
roiccr Na: P-1382
+sm. mNm_ No.
N40085—D9—C-3217
F1C dLW.NG No.
12586237
f* 21 0' 287
C-122
L
..J

14
P
G'
BORROW PIT
SEE C-133
PEDESTRIAN
FENCELINE 45
NO PIERS C-12 C
� a m
`mQ a a
OUTBOUND ALIGNMENT w w
PI Sta 35+00.87 z z
of= 116- 12' 29.7" (RT) STORMWATER MANAGEMENT AREA = _
a a D= 10' 44' S8.$" SEE C-133 w �
z z L = 1,081.04'
J J T = 856.44'
R = 533.00'
Q1 GRASS
-
ue
e aae
d Aa o4aOC S1
_ce. °aa� a's r_c� /•�
GRASS ] e>? ^4en uen=-}4aneh'°31i0O nee°nde]:.enaeA annAG-haA°
nena aA eGt nnnan enca'c'�neinf 32+OQ ao n]w�.can nA'n n�
n nnnnaaa L-.<n " a e.:anaaan �A-ry.]—o _ d6 enh - eA nn aen A]. ^ 'a_ Aaee° n a.a ° '^ ennnnne�na � -^-
n anea�An Pa. p�n"°�,^t.. .'77e nda! .1 'M13 'h a°4]ee Ann An
A'AHEAVY DUTYASPHALT.>° a e a e ,
N « .eAeL4!n"a .ti=°.-34i'. ae °L .a __ `° yea eAa�eaa°tee aces ��:e •. °na ne a�`e°^`
-
d_'anar� nann :�-sn �: n .19 �6sh man A acne: '7-�ti eana.
[[ �lnaa _ne 6h1 $'. .\i. _ wtflll •,dne [ hd! a lf'_a4 aan a _
nn°epen �°`°°AAf°° nM1Ge n, e"q] _,� ,°nn annann Aa a_ A 4nn e,;
a4nn4A an n]net �AnaaG •b� ne nee M1ACne e,:. Aaeae a�,,d �,
R �A ae"4-J nee ee 4C naben eA.]n A]• h�,° na nnta4e Aa AeA '. a4 °na Ann
nannn as eanc_a 1°n.A °nne aan nn_ • d � nea %aY nea„ eancd]]a«..
�a o �.nan_ dnan S.n:.nneeanb 14 CURB & GUTTER (TYP.)
�_nnnnna_ r<nAnaan sa
c-12 c-502
6a
16' n°yo fC CONCRETE
PHOTOVOLTAWALK TYP.2.1 VEHICULAR(TyP) 2e3'° an °aa a a a°n 'n^nna 4c
=A> PANEL AREA, SEE C-12 C-502 FENCELINE 34
"f•A= aAG]a�] ddC naenf.M1]
ELECTRICAL PLANS n°6e.Aann
nA.pQi n�sned- J 4'nl WITH PIERS C-12 C-506
�✓ �$x 4 A° Aa GRASS 12�, 14 GRASS
.el R� 11
SECURITY GRASS h6ea24
GATE ' , 33 FENCELINE 33
.�.aeecaa aan G=-'` 09 10� - 6'
e` "'n" / n r° ■ (TYP� 20' C-12 C-505 C-12 C-505
OPENING
25
SEGMENT OF !! GRASS
N a ARCH. FENCE ° 26
°aa�y aA )2'LL i 7 11• I (N.LC. / P1383) 1
GRASS Z.5 DUMPSTER
._ = 1. I ;',; 28 FOUNDATION
°ae _ 06 U (LOP ® ■■a 27'Aean °
' 04 u ,r CENTER VISITOR'S &APRON,
"a PERVIOUS 05";' SEE SF104
01 51 PAVEMENT TYP. R=3' OF WALK)-07. ' CENTER I Aa, `
(N.I.C./P1363)
C-12 C 510 f°=e 8 L `■■ i 8.5' a'
(TYP.OF 2) 82' Ai/FP SETBACK�14.6T
428 32o=i 18' o_ 39.64 24' `39.64 . 46.32' L
118 LIGHT DUASPHALT (T
MATCHLINE AREA "AB"
MATCHLINE AREA "AD"
GENERAL NOTE:
1. WORK TO BE COORDINATED AS INDICATED BETWEEN CONTRACT
P1382 SHOWN AND FUTURE WORK (CONTRACT P1383).
\J ■ CONCRETE WALK
(N.I:C. / P1383)
PLAN
NORTH
GATE COMPLEX AREA "AB" LAYOUT & PAVING PLAN
SCALE: 1" = 30'-0"
i
3.'r.
SEGMENT OF
ARCH. FENCELINE
(N.I.C. / P1383)
n aCCG n-An An
/ `l fig" 2d'; (TYP.)
// `'s`aennee
aAenbn
i
i
IEGFND
EXION
DRIVE DRIVE
EDGE OF PAVEMENT
k
TREELINE
�•T
SECURITY CHAIN LINK FENCING
ARCHITECTURAL FENCING
CURB & GUTTER
-
ALIGNMENT
TRAFFIC DIRECTION
DW
DEPRESSED WALK
CONCRETE SIDEWALK
I:o;o
PERVIOUS PAVING
HEAVY DUTY ASPHALT PAVING
LIGHT DUTY ASPHALT PAVING
®
COORDINATE LOCATION
COORDINATES
NUMBER
NORTHING
EASTING
01
364,607.05
2,484,184.51
02
364,596.92
2,484,233.25
03
364.600.00
2,484,265.59
04
364,525.76
2,484,228.44
05
364.506.11
2,484,241.00
06
364.504.58
2,484,247.90
07
364,360.30
2,484,333.36
08
364,536.32
2,484,331.01
09
364,511.04
2,484,347.16
10
364,468.66
2,484,349.56
11
364,410.25
2,484,411.55
12
364.507.99
2,484,360.97
13
364,479.86
2,484,367.08
14
364,496.93
2,4134,373.37
15
364.537.63
2,484,394.35
16
364,529.26
2.484.394.26
17
364.492.54
2,484,433.81
18
364,438.63
2,4B4,488.67
19
364.386.43
2,484,528.39
20
364,319.39
2,484,565.87
21
364.258.62
2,484,589.42
22
364,211.11
2,484,601.90
23
364,206.33
2,484,598.64
24
364.1 B2.43
2,484,552.72
25
364,177.59
2,484,523.77
26
364,170.27
2,484,504.73
27
364,182.70
2,4134,457.32
28
364,151.05
2,484,474.64
29
364,126.55
2,484,436.30
30' 0 30' 60'
SCALE: 1 " = 30'
GRAPHIC SCALE
i
INAUFFAC
Ames `�
• „ ••'oz/os/n
Cj E
mFs-
ewesmwio
IVA—
msro�+ati
�{„raf RiWS
aeF ncl,�r
mtm w/ou
�U
s
z E
�
w
U Z
a_
xg
z
Z
p F
cYi
j
8
�
�z
N0
a
D
42
c°D)
U
IL
O
Z ~
g
C3
z
0W
-
w
Z U Lu
m
w
z
woa
w
w
r m
of
cn
-3
5
Ld Lu
Z
J
d
Q
J
a
o
p
U
�-
'zi
CID
ns NorEo
trxai¢t "a.: P-13B2
f rsfR. CO,IIA. "0.
NO0B5-N-C-3217
.NNM gWIMG "D.
12586238
swm 22 X 287
C-123

n
A
T
C,
-NBL- STA. 25+15.63 (BACK)=
INBOUND ALIGNMENT STA 25+25.00 (23.0' RT) (AHEAD)
MATCHLINE AREA "AA"
OUTBOUND ALIGNMENT MATCHLINE AREA "AC"
PI Sto 24+39.56
54- 53' 41.8" (LT)
GRASS
D = 12 16 08.1 OLp 1
OUTBOUND ALIGNMENT START L = 447.43' 00
w PC Sta. 21+97.00 T = 242-56'
z INBOUND ALIGNMENT p - rpa
�v POT STA 24+94.31 (35' RT)
START OF ALIGNMENT
annae e�
= COORDINATE 11 Bp5 eCGnGnY� a }pQea°•eiaeG
_...- 6n........
..Aeasae
n°a aa�fid a4: "aaa4nn eea>a.�'.wa eeaeeaeeedAnAe 4°ea - __.•_°_°^ __�•-_nv--•onana ea Aen Aae e: _
—�-- 46aa4 eeenCd .Sale Ana4 ae eaAAr. a aA Gea nl4nn`a sne eeAeCe°44S aeea AA e:.a �e Ar_--^i eGp �°.Gq
. `AnaA4 eA e, �a ar Adn nq q,�aA ad 4edad ° yA 64annr.n Ad ,°p aa]nneASr!oO qC �deA AA f d�n,an
"' — — — — — eaGea a AAA a °e A Q a a •dAd a can . c'd a
4d4 4sa-�� a as :-4GC G22+DDn ea A .e A�e _•eea Jw1Ge.. na
a e aae a rnn cn ne .�la a s ,� a .e
-NBL- 'wanes°sec dAna e-^�6e°, e__,r- dace ..< •_� ea asp°�•
- Waco°sae aneanne"a 41` - Jdaa.e eaae .1
A „
AAa.. d
4 es.
a4dnne4i
n46 ee Orr 4nr
]•non _4A
a``h k � an fq 6n
�eAA.L
/••°�O °`moo ..na�eaa nn°a°ne eeq A_
�f. en AG AAn4A.
�^ �dn •.Wen
�. ��ne✓ 03
>7 w
e z
ee na_ 0
A SaG H
e Q_
n n` 0
GRASS
_1Q, nn 4Ad L,S'
----- -���� � dsn done rand Annne enACq gGda_4da d w �
z GRASS qn°,°
_ 24t40 4 ;
9F]
-_ 25+00 27+40 28+00
26+00 �Ofi"
WQ
-
nG - -
anaA and"n eaAeA -�=—z"
eAa>aannn Aad4 n3Aae65 n>e� An.�yineaa 'Aa. e, a 4enG'�e=AnnrY 'ee^ - .T� -T rn�- +`.i ba:. a'aa mat 2900"r
eAt>°a�anana`�-nnh a,: eAr xseeaAaaena anaacn a'a aae��.n��aaA �n`INBOUND'4ALIGNMENT: GS32'34'25�'A'�"E oeaAeAan�e_nenne4GOeAnGeAenne. `.'ca.
:.d AanSn 4G eea n nca A_��!'dn GA nn aP��_° a dr4n` eAC �Le Aa°aCeae eo s,yne"n4 se-n44eriAen _ n aAen4Aanay�{p a3 -a Ana'+^^nn4 Al in GJ..��dA:.e e.a nl. cC AA�nCnn
aG fdnabA er4aa Bend eaea AaG Aenn aApaq ene!"•�..q Aq Aer. ea n..:_LhGa Aadea ++-+.-ee Ga to a>�—OeAndane]e- eb nedn]6446Lax -4°°'
.-.en an nonennan AaAa ae Aee4n Ae>A nea4AA an a�nq °Ane4..ee AeneG a]Anp a"- ^eedeA Gl4d need ee4adG nGn aPnn G4n°e�5n
.4
a ea., hAene Le An n� Ad- a anal aeenA C�AaaG Aedq Annt erAn ne"aan Ga eel` ''^ned4
---�-- tiAoh Ana��Lno an n�. eAa - nA ae°an a4dn � 4 �afa Ann ° nen^;nnnc�. an n?°aen� nand cdaa ear AadSn naanarn °P°nenM1na AAen �nAGen°a n�,� dAnaa aAn Aa ]a da] a�'rn
— n Ar. �� ne�,ae eena�nan � - d -daet -V .SAa ...rti.d C4aa �e< , ��ha°d°An dG�G°>4a - wane Snh aAa ne--r—e]n �a-.d A4a
e 5�_^,�ae _ ea d-'nn°ensn en,ce`. a3Awn -^��►J"Gcdan°n s�Ann °aaa4e _ da^ne -a unCb/�a�Ne eAA .'"�^�- en ed aaaaa va�d d: °
,i ; Gnngn n n �. d e d� en4 cnnnr..�de A A ea Q `G A d a e Leh - � a a a n G .M1 °, d a 4 aG<, 141.Y I .rDUTY-� AS PHALT. r e A e 4 6 n°w -4 G G A S A
.>d n eaenn a na nA eAa°nn n.1�:73 ,. h,n Wort An 3Aaa �'AAndaan� a 4GA°aar
— ° � Qena A'e n d e n ard�'n.-,yA a n C a aan .a a Laa Sanp Srn en d o Ana 1 a 6ea�•,�n d n e a e d e x daa d p e
-- aGn"r.°Ae :.An.an AnAA �°4a e4 aaAe A: n"acAG daA aAed a•S nAnaSn A4lene An`n naAr Bane e'n norms^ae __ a nna�4naAe ne n4 °�.dr AaAoab
r•C�_Ad4nA41rT nea�e 4dnaeaT`q Ln nedA4A`s 4`e]4 .� eeaAn _ _ AaG'-" �oe eanannaa- ,-.._ � y12Y C=J02'a` �Anndlnnaneeaoa6lAn:rp
done ar
44adn ,° e4°°A 4°� ng14nn aAn _ .l Ga_e Sd a sea~Gene AaaaL°a d`G nTa a°A 4°ae :.dn d4n t. de dAn<a _ AaaA= Want ]4 nA:.nn�a dr4G]a°�.�� - A enAA non d4An nA,_ ,dnne4
_ n _ a a d e eon a .--- a A nGAn ° _ nn i Wort ea a ene a eea °e ae ` e nna
---- - ��e-c noon cc eea na a°a oan- a fnn. - ' ^n.�. ann_ an A6�84 An°n4n n..- ane° aan da 2D'= a.r an""n ,n`A een n3�n eeG an n��a ean`aen _ _
a d e �e n c: e a a �°A eea°c° a e o n aae °e°d`e q°,°An d a a non na a s°a° e 4 a. n a�nn a naa c e n c d a nnA n n ene°nna ;n e n d d non o xa- Hare°n o bn
BASE ENT "RY ROAD (INBOUND) 09
d
TAPER PAVEMENT
GRASS PT Sta. 26+92.86 2' OFFSET 0 10:1 GRASS
INBOUND ALIGNMENT
PI Std 25+36.14
= 4' 31' 33.7- (LT)
D = V 26' 35.6"
L = 313.61'
T = 156.88'
R = 3,970.00'
-SBL- STA. 25+26.66 (BACK)=
INBOUND ALIGNMENT STA 25+25.00 (1.0' RT) (AHEAD)
START OF ALIGN MENT=COORDINATE 10
10' WIDE -MULTI -PURPOSE
PEDESTRIAN
FENCELINE 45
NO PIERS C-12
LANDSCAPED BERM (N.I.C)
SQQ L -Ict1 Zo - 703 8 704-
reGe(Ve�
d eS I'5n
PLAN
NORTH
GATE COMPLEX AREA "AC" LAYOUT & PAVING PLAN
SCALE: 1' = 30'-0'
IFQ Nn
EXISTING AM
DRIVE EDGE OF PAVEMENT
TREELINE
CURB & GUTTER
— -
ALIGNMENT
TRAFFIC DIRECTION
I
HEAVY DUTY ASPHALT PAVING
MULTI -PURPOSE TRAIL
®
COORDINATE LOCATION
COORDINATES
NUMBER
NORTHING
LASTING
01
364,759.15
2,483,862.31
02
364.675.81
2.483.951,82
03
36 4,65 2.73
2.483.996.40
04
364655.35
24 84,020.81
05
364,608.09
2,483,976.17
06
364 545.73
2.483.957.88
07
364,581.72
2.483.934.88
08
364,597,36
2,483,848.94
09
1
364,6 3.14
2 483 836.49
10
364,953.71
2,483,708.35
11
364,870.32
1 2,483,794.31
30' 0 30' 60'
SCALE: 1 " = 30'
QRIIPMIC SCALE
Irl
Lo4t�'L1PO���.w: r _
�mee
uAE
Fs -
In
�4
®elk
iisa ec ear
riwmss+
■ m mweco w.c ■
m m
V
i=
z
Z
E
z
g,
J
>
C)
o
C7
• �
Z
o
z
a
CV O
�
CoQ
0
°' CC
>-
0
z
zz
0L
-
l¢
w
z V W
W�2y
Q
0
boa
m
w
` zLLJ
a
j
a
o
o
L)
ar
Z
z
� -
N40M-09-C-3217
12586239
s.ar 23 207
C-124
7
n I �

c
I I L I -� I T
SECURITY
33 FENCELINE
C-12 C-505
GRASS
MATCHLINE AREA "AB' °Ptncg: +fie ^8A^"' `°`• / ' eae'?
- -. •,°! O.f \'aba??�, _a^e- .. D e a n n a -.
MATCHLINE AREA "AD" 410 (TYP.)
'' ems'°,o' }; gg�:^ ■ \ A -
PERVIOUS �� .a t EL
36 (TY,
51 r'28�32e 18' ,.7964• 24'39:64'; 4.6.32'� ■ \ �a 101'(TYP.) earP�p� -
PAVEMENT (TYP. j(7YP:)eg TYP.) =";o '' '{TYP:} (TYP.)� °_(TYP:)'.Qe• (TYP.) ¢ m~-
C-12 C-510 e; »Y E; ';e ■ �i E___----_ ------ `16, 27 ,
eg > •g=°''g6g. ■ 6'(TYP.) I 1'42 P • 28
GRASS
LIGHT DUTY N e ■ I • ' , e a° ` e e 6.
I�q,y a�n�4,.,.AASPHALT Ga`p 9 . va3An0C-2 03 20-EOP(CORNER) Rn5asa
05 p neaEs°4-'"4a �°°na°ajenaa�°naned-aeeye'na° zobanapeee �b<ea°a°4na<:G
'`II54 TYP. °a3I°4°seaena°anDeAene',°a'A' a A
VEHICULAR 1.7 .Aeon �. _. ea�G I ennADeaanndaeaAAaceane ,ae°n'
08 09 is 17 ?s 34 FENCELINE TYP. sc'n'Dee:/'enaan !'°d°n`A°noonn.4D: a n aaana: Dan
�f (V �'J ] I eA! n none Pa n°P"ae Sence°nAneG AOA
C-12 C-50fi WITH PIERS f°a°e`aea'_a,Ite�°r' 31 In� eaa• AdDnGan +. 10 anLnAr ff a��QPROCESSING;aa qna°o
e,aa`�;`I;°n° S F/"IIaAREAuoSEE'aCa`401,ae !
O Z GRASS 06 07 d 2B' 15 a.1A 111GD`AGIa GRASS a annAar.ne°aeon°a`yn�a
LJUj RADIOLOGICAL EQUIPMENT, A�:an_ j' aen tnaaedaAAnnbeaa,°n
? REFER TO ELECTRICAL 22 ne -,`i'°oat el�nb° I I.oAOaapgAAeenPca°°a aa`35 A
O I a°� h6� ;a;lo,l,°°ea3 3,4' a open saa4naAAn`'n•_ �;° R=10'
Z in DWG. TY402 r I: "e"e ad aeaAaeaan a"
e'7r %%' -mm �] 14 Iyh an -n- eae.;n_-e�naa• ee1e6 °d�Ap O"a•DS°• A _ aLhA, ae
o an Inn a °• A�A- �.�_ --�h e`,ItA°naaAe°. aa°eeaeonaaaaeaa AQvbaeee.npnee
a Q 13
3 0 12 a2n
a.a
-`eLALeaAae.�.eea
Aaaanaa_ea°4
°n4_anknsaGa'A
3oG a6aAe`.
eb-c'ae` a4-
n
37a
a . Pbe
eea ,aD• - f - - an
ba 'n4 • '_ — • � aaa
_ _ eN S=°32?34'26'.1 '_ E• _ - � �' � A A A n °M1�°.T
- ° INBOUNO,ALIGNME T .
sae_ 'dean =------- 3p.,'. n01'e'sa°"^'02-'.da-6AAn 6�31 +00n �A° - -- _ y'3?,�:OO�w,•, -33$' -- ��3 4°n4, 3 'OO....G 4a lLa weecea�n a.35+00s a.n ---
anh,a Fa eAeda GAa nan _.._ _ Ado Aae� Ao SB.r aG I_.. nADIIe — nn°i 14an ° _ •��° enAaae `Aa° ° ne ��°' +a at aA ebae Aa "6 aAG�:.d ]aA°even, AAant 4 Aa aba nGe pe and An�n4°, nook
AD LA An n�4n G�.°. °d npeaa Anaeo aea DPe`L Qa�oALa AGd n°,L Apn nDpanepc n°�aaa a°d Da 44D °ede a°a dna:D °nI nAn GPatn °G aAAea4en a+`.�.�a "AD a' .ti.� aG�on`n pn Ann AbD °aDaDa4AALe SQ a4nLd pane ° — Anane _ -4.•c e e DaAa" n dAana eAnn _ Av `.a'n' 'a.-n raG en .._ enDnaaD aanaa bee �� •*�' _'!.la°n'ae`annaaaana°a_,n°;;°anaaa; D � a'
a'�� na padne�oa aananannnnG. °Gn n.4�Da eae onA As�n�h �°a`nneaas� cn� Aa_a A � � ea eeean nn .ena.
cz
n°,°,°��aD A nn r�annnnn ° neca�--"."na nna _ �'�'.• ° �,° c• aa-a n- ear ac ar.ne 4;,
nna
.. L _nn. '..aa ,'. ° dam" as n•. y L � Dr .°
AenA AAa 1AApe i, - n e0.Aea AA An A,dd eA aea-nn°eh°G °°AnanAAnnnp-,, ��A'Da a. °''h'�' •f aPAan °4 �eAnnaa°F°°na nb Da'e Ae naA - 1AG.
4 n4.:q Anse - an a4eLA naan4AD p<17n` G'°M1a aba DaAnA _ Aa AAanM1D n. I.AAAD AAG II2,(TYP.°P n. j_''4 �Iaeba AAnAa Poca Ar.G .�1dnA
yY,.DUTY°ASPHALT."° 4'+ ° a° ana.An aAan
L`n nA ne aa°e o� ,°,i�pe Bend nan °e nan napaaa na a_a "-aaLana nae an Anna '4adn -donee neap °,°° - mean AAnn nae:. _ r.°ne>`ea� n°
4
ba
._neon naq_;..�^•.n a�O. —
` C=12 C 502n a' 4 n` n A ♦M '� ■- f i I D°'A n°one A A n n A e a ' nea n ° °n n°a C n
°aan4n n�na, a n v b ae Ae°4°aae°n a s°D°e �a� a ann n a a a e a a ea "A•• _ 4 ,I o o ° n d� e _ _ °e
GAC a° =%ty eAaa 6FA 'A:. "°O aC d4na An4nap4e°pro°n15_ eaaaa One .andd AA.ti ,ia.�,°an nba- Anode]
Al Ar ., n�AG T.r.°a`a=PAa n'aa a�n°4o -Pe aaa].an 4c AAenn TDa aGd. GPAD °aA Ga a'JD ,aa
nG nnAan °aa QeneM1•. G6 ° a° Anad .. °" ° e° V�J - ..N 'n -
baeg4enhaae sa na•aa AaenASa Ada^^�� AD'64aeT�4wae'a _- - d4neaOd4w -edn GAa. °.1 QD°(TYP.)GG��Saa I, aAAa 5' 1.3P
nee°aAAenn a°a° oaageaana saa annae A •° -- - n Jib�ina.annnee°eT°e be
n°AA aGanap °eae.°a L-"�° eF �,ap e'�'�/,r, r,- eaen eve as°a e4a aanaaLa4l nae eAabc - - I a4aeG 4°e _ _ _ -nrar eep:�'"(r\�LI
1f--IVh/V�" .^�.� e A e a e a e n n a u 4 a e a 4aa n a A a n d ;dn 41 ?e aSean«nD,• _ - o-• °, °n ' .a I� s �� �i � r —, II� 1" n 4 nrp " as d"G p 4D[. a- 4 e `��.,.
°r n 4AnAbaea4a de p .° - 'S '- 7 pAan na eana 5"n• t' V
a 0.epa4p Gnaa an- aAneAeAene AnaeEan taa�: w1°ei,a ] �, a�.A+ee1=a-a '� aaeaner
49 ,` a dneea4AeaeAnpanaa '4T�n anane A -__ _ �aaaDGaaGneA°c°nc 48 8 A $ E rnaaAa nadnaaaDa w'°e a "a" aAe 'A' 10'(TYP:) ~eni
a ENTRY (1 N-B O U Nab �"°i, Aaa .lenac pn"� IlAeaaa"all'SAne p epa ann pbenea ne ab
ROAD ••:" •..., �aD.Apnb
GRASS � GUTTER (TYP.} 15 3 CABLE GUARDRAIL P. 6') (IYP.), • ^ 42 e�6�° 3 �- -- '• I ��e
C-12 C-502 RE
C-12 C-501 GRASS "�oforP 4fi 5 �o
Ord _
47
k� n—
Ic 10' hWoE MULTI -PURPOSE TRAIL:
GRASS
a
0
COORDINATES (CONT.)
NUMBER
NORTHING
EASTING
39
364,114.06
2,484,208.73
40
364,102.22
2,484,190.19
41
364.090.37
2,484,171.65
42
364.106,49
2.484.141.18
43
364.065.12
2.484.158.12
44
364.017,93
2,404,188.27
45
364,016.85
2.484.186.58
46
364,037.83
2,484,173.10
47
364,191.67
2,484,039.37
48
354,314.49
2,484,027.03
49
364.371,83
2,483,993,03
4 m
PEDESTRIAN a a
FENCELINE 45
NO PIERS C-12 C-508 w w
z z
J J
U U
tz a
LANDSCAPED BERM (N.l.C.)
See 9',.nef5 L - 701 7oz 703 e 7 ¢
�� �'�^ h2lln 01I�2J rSI"!t iF�VC�°
PLAN
N0ffM
GATE COMPLEX AREA "AD" LAYOUT & PAVING PLAN
SCALE: 1' = 30'-0"
GENERAL NOTE:
1. WORK TO BE COORDINATED AS INDICATED BETWEEN CONTRACT
P1382 SHOWN AND FUTURE WORK (CONTRACT P1383).
I FQFN[2
EXISENG Avg
DRIVE DRIVE
EDGE OF PAVEMENT
�1- rtit
TREELINE
—_—. •—�
SECURITY CHAIN LINK FENCING
- ==L =
ARCHITECTURAL FENCING
-a—o- o—
CABLE GUARDRAIL
CURB / CURB & GUTTER
-
ALIGNMENT
D�
TRAFFIC DIRECTION
MULTI -PURPOSE TRAIL
®
CONCRETE SIDEWALK
PERVIOUS PAVING
nee Adea
HEAVY DUTY ASPHALT PAVING
LIGHT DUTY ASPHALT PAVING
®
COORDINATE LOCATION
COORDINATES
NUMBER
NORTHING
EASTING
01
364.427.90
2,484,033.15
02
364,391.22
2,484,055.78
03
364.456.08
2,484,119,37
04
364.436.42
2,484,131.93
05
364.429.52
2.484.130,41
06
364.412.38
2,484,103.59
07
364.398.36
2.484,111,34
08
364,394.43
2,484,125.53
09
364,379.26
2,484,135.22
10
364,364.56
2,484,132.75
11
364.341.98
2,484,097.40
12
364.343.98
2,484,090.13
13
364,311.70
2,484,113.91
14
364,320.32
2,484,115.51
15
364,340.43
2,484,146.98
16
364,337.09
2,484,162.17
17
364,315.00
2,484,176.34
18
364.306.81
2,484,217.32
19
364,304.78
2,484,216.03
20
364,291.02
2,484,224.95
21
364,206.93
2,484,191.11
22
364.196,37
2,484,212.93
23
364,199.18
2,484,295.56
24
364,155.64
2,484,333.02
25
364,123.41
2,484,353.61
26
364,109.85
2,484,382.30
27
364,1 1 1.37
2,484,375.39
28
364,105.99
2,484,366.97
29
364,091.33
4484,364.46
30
364,078.70
2,484,372.53
31
364,130.74
2,484,294.04
32
364,098.51
2,484,314.63
33
364,127.57
2,484,255.87
34
364,080.38
2,484,286.02
35
364,009.64
2,484,342.12
36
364,004.06
2,484,332.24
37
363.992,72
2,484,332.54
38
364,125.91
2,484,227.27
30' 0 30' 60'
SCALE: 1 " = 30'
DAAPWC SCALE
IL
NA/F'��YC
,.T•p`',gw�Clip '•
V•i L7,r'•,
f1fdt'ia�w� �
,i
9EOE5 -
V .
A E
MFs-
EFGp�I�M
H,a Gpriq r
wphrnw
v om
�Y'
a
�
a
o
z
fV 0
�
a
co IL
D
U
aC
O
ca
z
z z
0t
-
w
w
z U W
W ��
Q
�Qa
T to
w
z
a
cle
W
LIS w
X
Li
J
0_
J
CD
o
U
Q6
z
z
Q
CD
m�am m.nn r,o.
4
400B5-09-C-3217
wwrrc auw,c .o.
12586240
sH¢r 24 w 287
i
7
ri

[ � G
W
■
`i
■
BORROW PIT
SEE C-136
I FGFNQ
EXISTING -No
DRIVE DRIVE EDGE OF PAVEMENT
ALIGNMENT
TRAFFIC DIRECTION r
L HEAVY DUTY ASPHALT PAVING L
® COORDINATE LOCATION
COORDINATES
NUMBER NORTHING EASTING
01 364,135.03 2,484,612.05
C m 02 364,099.09 2,484,612.82
03 364,074.61 2,484,623.92 IN®
Q� w 1 04 364,076.70 2,484,607.30
a a 05 364,049.50 2,484,570.24 NAVFAC
z z
z z
J 06 364,033.65 2,484, 2.46
x x o�Sg L1ROl/.f
,Qgalc'si*'.
r STORMWATER MANAGEMENT AREA
SEE C-136
" N i,�•u, `02IM/17
na^awe a:
nssa A..
aae'ea nn nnene �. n '.,
°ns° HEAVY DUTY ASPHALT
as °n a a°eaae I C-12 C-502 n c.- O.l n n a-^ °an aLQ A n a°aan'
R=50' n "
D2° }e]\ AeAAc°Aeo3°
` 'USX °LC6 OUTBOUND ALIGNMENT
PI Sto 35+00.87
116' 12' 29.7" (RT)
aseQe ee.
D - 107 44' 58.8"
Ln
o- S� as �e��yQ•.� T = 856.44'
R - 533.00'
GRASS
06
as a °�!
9
r
4An
<<jd ° ] G GRASS
GRASS
16'( aae° O
� G
O
A
ea on-\s^Sea
X-s
Gat .0 •,,.
MATCHLINE AREA "BA"
MATCHLINE AREA "BC"
PLAN
NOM
GATE COMPLEX AREA "BA" LAYOUT & PAVING PLAN
SCALE: 1' = 30'-0'
BORROW PIT
SEE C--136
3 m
cr off
a a
w w
z z
J J
x x
30' 0 30' 60'
SCALE: 1 " = 30'
GRAPWC SCALE
FX
Wr,C
wsstmz, m =
ocs FM — EIM a. SLM
YlMnl W",fFA
41A6 O6/Viir
E
L
g
�z
0-
CD
z
a
-
t]
z
N O
a
Ma
D
j�
1U
o
CL
Z ~
g
tl
Ow
z V
m
Lu
Lu
W
w
z
N
Boa
T coW
Wcn
YYY111,,,
Q
�
72
Z
J
�
CL
�a
a
o
//
J
4Li
�
r
'ar
a
Z
Q
z S?
s
srrr-
AS NOTED
P-1382
rarsm. corm w.
440085-09-C-3217
NM DIiAl1Y1L M.
12586241
s,¢r 25 287
C-126

FA
J
A c-
r
aa.
• ep
IT —
GRASS
°
p 4 App
e n Aene
.n p
aee
n46na
pege°`
e ae b"e'a'a 2
naa. ad° jr R�JO
0•
as e ana a 3
nee n eoa oc
°a ,4ALee
a ane. 6e e
°a
aaeaa, nn ` /
4 /r/
adore a q.p •[ p A \
ann
a s ep
32.5'(TYP.} 20'
R=10'°
�A^y ° e � e" •
enp> rn e
p naee
caeeaa
'-ee.\ea pbnne
OUTBOUND ALIGNMENT na Gk1 Ae°_
GRASS
PI Sta 35+00.87
nn4
- 1 16' 12' 29.7"
Gaarau. nob
°
(RT) 4 e e n a
D = 14' 44' 58.8'
ene an-
^CGeA_n
L = 1,081.04'
T - 856,44'
CURB &
R = 533.40'
an., nai� aa. •
GUTTER (TYP.)
C 12 C-502
PRC Sta.
ee
'eat,
37+25.47 `n°\�° 4 '
GATEHOUSE & CONCRETE
WALK (N.I.C. / P1383)
TAPER PAVEMENT
2' OFFSET C 10:1
eC 1 o a een a 1.r
n�\aG e° aae
`4\a ee
.s 8k ane`
e ,en �°QpeA
PC Sta. 36+53.70
MATCHLINE AREA "BA"
MATCHLINE AREA "BC"
OUTBOUND ALIGNMENT
m
m
PI Sta 39+85.46
=
_
= 58- 12' 44.8" (LT)
D = 12' 16' 08.1 "
a
a
L = 474.47'
GRASS T = 260.00'
z
z
R = 467.00'
3 CABLE GUARDRAIL (TYP.)
n<e
GRASS `C{e \a4 a °ne° ;aen C-12 C-501
aa' -aan �nAn
e n a q apart `.
ACTIVE VEHICLE
INBOUND'— ' °a4nn"36+00 p;� �annnn~nor nnae_ pA� na�j:a"n`�a OVERWATCH PAD
PAD
ALIGNMENTnn, ryl` ° an'.a, eA <4e4n °e n °-°nsa�°n�'°4 aen A '° P4CL-n_ HEAVY DUTY ASPHALT 17 `9 s, SEE SR 3
i - (10'x20' TYP.), SEE SF302. SEE SFi03
S 32'34z26}'E Q a s' e. a nA °O6pwn 4 ° C-1�02 \A ° CORNER=COORDINATE Ci/L1
n p4A. •.
fa° AA ° _ 4 4AA an aeCA AnnA Ifl ca l.e 4 Henna",° a"-ac°nn eq aeern° )(0,
. BOLLARD (TYP.)
SEE SF501
a'6npaA ,'"4 ° °d 46n4A a abne�� 'a°A nA"••.-. �4anA ap pn . ` ♦a a\an Paeet�j p�,�' 'r GRASS
PT Sta
. 38+44.80 aan. ° ee �a.n
- a' er nAa�44
ana°? e a
L1 'nAnAn
44C
•• - na nna cane,'
' 2 nana
TAPER PAVEMENT nn e PC Sta. 38+70.54
~ °ore •nn eGa4aa° eananna4 Sala' o°n nAocn na.e 4n`a na..eec
na°ne° `. wd epaa °n en an.'o 1i
4' OFFSET 0 1 p:1 INBOUND ALIGNMENT e ,`,?
}4X PT Sta. 40+35.60
_ PI Sta 37+54.19OQ a ,_ana °n°p '' ° a• 1 a
43- 47' 42.4" (RT) +<Ai nor A oe a ni°n`a eA° Q
D = 22' 55' 05.9° °°"° �"~°: 0.
L = 19 7.09' C2/L2
see v neea aaeeLs peen a e' ,'e n
+0 u
Y °e e
T= 100.49' L2 n snore a n n, ana 4ea a an n Aa< n ,eG °` 0 G e a
�lL' p
R = 250.00' n."p Doc\e°n"n=es no " aen eon enbnn anew_'---- MQ
nn ea an anne°e° naa�'8 _ a4e`ee n°nn.n�.` - 47+00
4
anq nor=non n a<nanA�SE'SeLa`a`. 4npaenananna"neeae --
pa°4na aA.aanc A<"<�Nr 4npeanaepena aaA nnnab .,' .
a Aa Annn n:.naa4AA,, aanaA..ann �;,nC4A-s eAn°°'��< -nnnn� �� _
an °4en en°ee na�pi� naebanennn---.. nnaaae•-
GRASS INBOUND ALIGNMENT -
A annna, nnaen:l2- men I ens
a e o n Hors e�, �A�ii�`a�1N r. sin°a n A, n,
Pi Sta 39+56,21
- 37 49' 43.3" (LT} `ia
D = 22' 55' 05.9" aeeAgne4a°_ °n4An bn'nn'ana I ee'"aenan`:
m FREE STANDING BULLNOSE n4°^aan"p°n"°n°aAncAn°CbeaennenS�e1epen n°peuG°e I °nrnLy~
L = 7 65.06'
BARRIER (TYP- OF 4)
b °�nenn nor aee-�. en en Lana4 u[ �"ee
SEE SF501 T = 85.fi6' 4e"A°eAepnAnnnna,< an"~a-°' ann aan .AnL I °a° ne
wan a4 nnanoe a,nae ane ^•-r,°neon nhr°t I •nor pe Anna.
¢. a R = 250.00'
J CABLE GUARDRAIL {TYP.} -3
GRASS
a a C-1z C-501
GRASS f�
9
WJDE
MULTIPURPOSE TRAIL' = 4
W e4J
3 \ CABLE GUARDRAIL (TYP.)
C-1
PLAN
NORM
GATE COMPLEX AREA TC" LAYOUT & PAVING PLAN
SCALE: 1' = 30'-0'
ACTIVE VEHICLE J GRASS i s
BARRIER PAD
SEE SF103 a a
l FGFNF]
EXISTING ho
DREVF DRIVE EDGE OF PAVEMENT
--�—°—
CABLE GUARDRAIL
CURB / CURB & GUTTER
-
ALIGNMENT
r—
TRAFFIC DIRECTION
HEAVY DUTY ASPHALT PAVING
MULTI -PURPOSE TRAIL
®
COORDINATE/CURVE/LINE LOCATION
COORDINATES
NUMBER
NORTHING
EASTING
1
364,033.46
2,484,474.31
2
364,010.00
2.484.431.05
3
364,008.67
2,484,411.73
4
364,008.51
2,484,382.11
5
363.959.01
2,484,354.08
6
363,943.27
2,484,366.49
7
363,911.49
2,484,265.76
8
363.875.63
2,484,283,93
9
363.539.16
2,484,293.47
10
363,442.74
2,484,535.24
11
363,430.78
2,484,503-95
12
363,419.32
2,484,475,14
13
363,395.36
2,484,427.30
CURVE TABLE
CURVE
LENGTH RADIUS
DELTA
BEARING
CHORD
Cl
200.27 261.92
43"47'42.42"
S1940'43.08"E
195.46
C2
119.26 156.00
43.47'42.42"
S1940'43.08"E
116,36
LINE TABLE
LINE NORTHING
FASTING
NORTHING
EASTING
L1 363.714.32
2,484,426.28
363,664.25
2,484,416.33
L2 363,686.22
2.484.353.44
363,677.12
2,484,351.62
GENERAL NOTE:
1. WORK TO BE COORDINATED AS INDICATED BETWEEN CONTRACT
P1382 SHOWN AND FUTURE WORK (CONTRACT P1383).
30' 0 30' 60,
SCALE: 1" W 30'
GRAPHIC SCALE
CjEEE
Wss
f86' Ffpenq k
Wv.0 SMQI
r
z
z
o
J
sae
N
z_
a
�
kZ
a
coa
ti
IL
o
U
g
z
zz
pW
-
W
z Ll.I
U
m
z
N
W
(1
w
" W
Z
x
LA
Ei
O
J
o
a
a6
w
Q
o Z
a
[non r,v: P-13B2
wsr.. cwrn- ,n.
N400M-09-C-32I1
of
-7
I
1l

A G
1 L 1 1) 1
OUTBOUND ALIGNMENT STA 45+00.00 (BACK)
BASE ENTRY ROAD STA 45+00,00 (35' RT) (AHEAD)
MATCHLINE AREA "BB" !
MATCHLINE AREA "BD"
PT Sta. 41+99.94 GRASS
--
-`.S 17 N i R_ Y
R
d°`° I n a caAAr tJe Aa 4L] nesn e.- • A D ( �dA^� IrIf - aeaLsae�,ea4nG AayLa^eoadcnd.a. n ,�>e�n4.,Pa`naA.nl_aeeasaeaeandAdeba'aaae_�-en..a-e_ e a°Sen(jne�PedaBA.AaAcJa P
nO T B O
U NHEAVYD
d�An �4yLn>•"un tee..-__ ..
e,aAo
�J naneee°.42�;0 Aa_ a'� e_^6G`�°•°•P a _ _ a�4aos aaaA-.<��°aa°_ ;aa~oaaa�A4 �"na'oee'Ad a><An �aa`C-12 C�5026.aeaeae>eda°:add _ senae:. ea H enaa as e'A aae] Pee d_edan ban eea<e. a sty n°e as an.�.�> snd>eaa
..43+00ao
4
e°eAeGaa�o.'oa"r:ena�dn`na�. „''`�'� � = aaeave�AnAade a`
wbaA4a Ae eaase��:a A>e AP daPaaA nAe eacnne -...., neaa„ad.•
,dy 4±00,
_4-n- - 43+00
42tnaee!^eaa Pa Pb
1 aea>;ae ao _ GRASS a ane naea
a, An Opn _—.
1 iA A4�-.rc AnAn ads d4nn4n°ande Anan~n� -"-�� [D
1 14. a nr_aP eeee aaPnea°a'°Oea..-�44 00
"e6"an' en."�eAa a>A nn , naa '
a � ' e a° ` ae°a' s° o ae° a n n e e e A � EOAe•T0 ° � �-��_ G Wen ! 4e e4a -
6
a%yR4�INB0i1ND ' A{ .. ` e ". -f
j `a<:aae�"aose'aa n`4">^a°�neeasna-�i An�oaae �IGN_M�NTe M
I n a b anaanada,^e aanana]aans 4ae3annnenenee 270 a<Gaedar.o~� `anP
i-1
EAVY. r p.,Q2 6:36 d a E a o 4> �A ° vo n ee n 4 a n �y �o4an C e An
1 ° ° eee sae a°� r ASPHALTe j 6Aaa Ae°nc° aaa° an a aaeae- a^�abd' 4Ae'�d� °ae° Wend n
ee b.�ya aP caa
I aen dna^�P aP^AnPP aPatyeen>°nP o'.•pe ee -°e een ea. nq<"�"' eaa eAa:�eneaAsaa n>r d aaAAPA sac Pnana nn C-12 C,502a nAaa 4A:.aben as ee ea W
A enn ee°°P ;A°s° ° AAncaN ddGA Ada n.;e
nd °G eeA d°.f naAP nnn_�_ _
-,> iee 6nn Anse>4 tined dean Cebn++�—P ne A>sA4nC�' ddAe>adn .S>a.
_ ndAa: aA P•a can 4: Anan4p -a AnAean°z�. �^•d PanaaeCdAA as Ce"n-•�Ae aA°po "66 ��ae �aaea bead de AeA>.;ededbGe eAe 64AaC4de M1aAan daeaA o°nsa c., d a a°a
�een4n ° aPP AeetanA a>a AaA+tinaG>d Gn>a'�ad eG aAePaea.e
ed°ced^ann PAaea nAnf-aAPA°Aaa6na nae«s+A d.'.nanne •fin, 4PAdednner 4A
-Ann4n °d Ae a�adanaGnPPeAPAhn.�de na eAd4a=o. A 44ana �+nGna do°daa B A S'E n 'r _L_weae cd aaAe<.>ncd>na an sac y°°ca PCA��ae an an aAa
R Y - ne ee:,e AnAdA aeQa ea aa'y dnaeA aAbG:
R`OaAap (+ N B ^O U N 'a...O.. Aae��_nnadaPaa
GRASS Q
w ;D 102 J
U 74' WIDE MUL11-PURPOSE
GRASS
[i
0
o;
J 1
z
Z
0
m
IjII
::::D,8ASE ENTRY
1
f !
I
I
ROAp f
S 26'36'
p
72 E
INBOUND ALIGNMENT STA 45+00.00 (BACK)
BASE ENTRY ROAD STA 45+00,00 (AHEAD)
PLAN
NORTH
GATE COMPLEX AREA TT LAYOUT & PAVING PLAN
SCALE: 1' = 30'-0"
■
C.
■
DRIVE DRIVE
EDGE OF PAVEMENT
CURB / CURB & GUTTER
-
ALIGNMENT
TRAFFIC DIRECTION
�'n ieer n�
HEAVY DUTY ASPHALT PAVING
MULTI -PURPOSE TRAIL
®
COORDINATE LOCATION
COORDINATES
NUMBER
NORTHING
EASTING
01
363 090.08
2,484,518.43
02
363,047.30
2 484 , 559.85
03
363,089.07
2,484,643.09
04
363,104,69
2,484,674.41
30'
0 30'
.--ram
SCALE: 1 " = 30'
GRAPHIC SCALE
60'
I[
m�
x�aw�r
1raY.s,e'
�pnenaur
spn.,san
�da..w.wA...
ura+ w/a
_ �Z
lot
Z E
g
°Z
=g'
�A
C
d
CD
Z
�z
Z
a
cos
o
IL
o
cU,
z
z
pLli
-
w
U
W �N
O
m
boa
�
z
W
a T m
g
Q
K
J
z
J
'a
m
cL
d
o
i LL
o
U
aLLJ
a�
<
a
w Z
m
c�
sv.c:
AS NOTED
P-1382
casrn. down ra.
N40085-09-C-3217
wwe,c nwwrw w.
12586243
27 ar 287
C-128

r~
iI
I
,I1
o
/
M
/
rn
U � \
} 1
IN
\+ _
! !
f
ip"f ♦ rr / 1
yy t
— . . . . . .
1�111I rllt}} ��! � E 1!/�//r,/ /�\\\\\�� ♦v.�r-°""" _�
1 'l i1'rl 'ill / I
UI
D D
� o
Fl �
A a
� II
y o
o 0
0
N
O
O
{ OEPAA7MENT OF• fNE NAVr NAVAL EACIUTIES ENGINEERING COMMAND g p
NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTICy qCq W gE •+•'is„
a YCNC IPj NAVAL SIIInaN - NORFIXI(, vA { N' ■ ,: @a,.•• .
F F a 0
MARINE CORPS BASE, CAMP LEJEUNE JACKSONVILLE, NC Lo
FY10 MCON P1382
N n c) _
W Ao NEW BASE ENTRY POINT a YNNIr �% �S
1 — GATE COMPLEX OVERALLx� -;�s'r'���•* unol ..
GRADING & DRAINAGE PLAN
I

r~
F
1 1 4 1 J 1
I
LEGENQ
-
LIMIT OF DISTURBANCE
so
STORM DRAINAGE LINE
-- y
Ate!-
FENCE
ARCHITECTURAL. FENCE
f
r
L.
BOTTOM OF SWALE
- - - - - - - - -
TOP OF SWALE
p
C�=p
HEADWALL
-
En
RIP -RAP
x10.00
SPOT ELEVATION
---200'---
EXISTING CONTOUR
"
-
200'
NEW CONTOUR
SLOPE
sF
SILT FENCE
CONSTRUCTION ENTRANCE
'eTi e J
Li
LIMIT OF DISTURBANCE INV=2\
r EOP: o a
I f
Y1LL
EL
r O C7 Z
0.96 z ow Li
cc -! 1 , 6.663 / . ur z VW a
4S / w 0 M
P:2 87 p [- J o < o
1 / O� x !/ ♦ �.. Z a r
// / ` R lL
25-05 i� �F /GP :59+ / __ ,_ r B W Z C2
4 2 .0 S Q��/ �� �EOP:27.48:3
MATCHLINE AREA "AA" �� i / 20-38
MATCHLINE AREA "AC"
RECEI
z
yam. a5 NOTED
NOM MAR 1 0 2 D 11 300 30' so'
GATE COMPLEX AREA lk GRADING & DRAINAGE PLAN "'°°85-°9 -321
SCALE: 1" = 30'-0' SCALE: 1 " = 30'K
12586245
I13y: GRAPHIC 8CALH 29 - 287
C-132

1 1 2
3 1 4
5
D
C
i
C
r
r
r
r
r
DRAIN MANHOLE D1
,�
r
rr 11
,fir
C-1 C-502
RIM=27.83
INV.OUT(24")=17.65
'
INV.IN(24")=17.70
w
z
tCs
z
CONSTRUCTION ENTRANCE/
J
POND MAINTENANCE ACCESS
! BORROW PIT AREA (ACCOMPLISHED
ff UNDER BASE CONTRACT FOR P1382)
/ r
14 �� 23 HEADWALL PI
16� C-13 C-50 INV.DUT(36")=15.90 20-49 _
0 y 34' OF 36'
RCP AT 0.5% r
I I
ge
Ran
1 `ir FDREBAY: "
POND A3 ~'J
LIMIT OF DISTURBANCE
SD
STORM DRAINAGE LINE
-•-r-
FENCE
ARCHITECTURAL FENCE
BOTTOM OF SWALE
- - - - - - - -
- TOP OF SWALE
©
DRAIN MANHOLE (SEE CU501)
WDI
DROP INLET
HEADWALL
rJ?; - 1, DRAIN + 'ir j -` - DRAIN MANHOLE 01 r RIP -RAP
t ✓Y;l RIM=27.14 +
DROP INLET Cl a t 7t 1 / = I INV.OUT(36')=16.12 x SPOT ELEVATION
RIM=23.76 ,x 22 1 r �; , 10.00
¢rt INV.IN(30")=16.17 21.0 r
INV.OUT(24')=18.43 i`�t � f 24 �1_ INV,IN(30')=1S.45 j r---200'--- EXISTING CONTOUR
INV.INf,24')=18.48 ¢ ,�•� rFc��� � ! 26 - II {
x27.45r 27.15 200' NEW CONTOUR
C-I C-50J ---- i� x l m ° 1 I
r a / 6.4 SLOPE
27.75x
/ ¢ qt +x 1 't r 26J7 24 24 .78 ,` SF SILT FENCE
i - -_21. '26.84
- - -
22 DB �45 1 - 27 15 �__�,� 5.84 CONSTRUCTION ENTRANCE
! ft t r 1 �277 Y 1RS0GP AT 0 E EOP:27.39��
S�� OF 24. 1 - ~`��x 22' / ��_ 21.17
28.05.
f �� / SE E
�z 8 31+00 f I M! �AD(O�6. �_ ` GENERAL NOTE:
' 2 3 J-2 9 J _ � - f 32+00 a �x $OU�i r 1. REFER TO DRAWING CG512 FOR POND B3 INFORMATION
yy L O +00 l '~� p EOP:27. /
28.05 OF P�� O - �GP;26-09x L 26 0 //
EOP:25.53 25.48\ x 3,1 GP:25.793 /
. ' Op /
GP:26.39 25-
28.3 ��/ 28 EOP:2 3 ��' \\\ EOP:25.23 "~ ` GP:25.48x_
27.3 1OP:5.1
I / GP 26.6 )P:25.9 23.75x 0 1
26. OP x 24.2 x ti� LOP:24,92� 1
✓� 8.35 P / EO
�x1I2 �26 DROP INLET M1 f110' O
2 215 TOC:25.,8'
RIM=22.75 gDC:242 / TOC:25!
I2
RC BOC:24;7J5
r
B10RETENTION CELL
�C:25.77 INV.OUT(18")=17.5B fAT 0.5 j
OL28.50l BOC:25.27 J b
$xTOC:25.72
BO�21 P1 .50 �_� C-1310G551
-
y�° EOP: 269 GP: - EOP:2 kL� -- 11 C-133C-503 1 ? ,
EOP.`24: DROP/INLET L1 1 xEOP:24.34
27.07 .C:25.51 ! \ RIM=23.25
Op EOP: EDP/HP: EOP: C:25.D1 1 `��• INV4UT(30")=16.98 c
q/E5 : 26.00 25.60 a .Hoar x EOP: 11 Y� \\ p tN'V.IN(24')=17.03 / / Rcp� or
24,
_ INV.IN(24')=17.03
E\:2 82
O OF sI 0I
9.1 ,
P:2�.E :26 OP:24.05 RECEIVED
�
:.0
BOC:24.12 MAR 2 X 2011 j' E :27A �4�I € TOG:25.15 x25.25� -- - N
Q 1 � I I r i
LOP: BOC:24.65 k BY:
EDP: 7.14 4.50 xE;2..:i I I I ! TOC:24.72 xE0P:23.85 m
DROP INLET 81 r M OP97 ' I I I FF E 26-50 I BOC:24.22 <
`RIM=23.25
INY.OUT(24' 19.32 / EOP:24.85
ry f I INV.IN{187=19.37 I I I I I I x25.25 _r ry - c
jj DRAI1 MANHOLE J1
\\ I I r rNs4.7o: i..4a - RIM-25.70 w w
j € x I f"ra'�`Y'FP:iEx'OO - of z z
25:3e3 eM �..vm� �a..a ! INV.OUT{24")=17.83
r.: -1 C- I I Nv. I E P:24.10 x x
9 I 24 S5 I INV.IN(24')= 17.88
I e INV.IN(18'7=17.86
€ EO 12 .81 I I I I I I MATCHLINE AREA`I q8" i3 I I
€ MATCHLINE' AR I"AD" I .01 _ I
I � I
1 BIORETENTION CELL 51 HDPE UNDERDRAIN TYP.
PLAN
-510 NORTH
GATE COMPLEX AREA NAB" GRADING & DRAINAGE PLAN
SCALE: 1° = 30'-0'
1 2 3 4
30' 0 30' 50'
SCALE: I" = 30'
A:IAPMIC SCALE
5
it
roPtg`~CAEp��a,,,-
.; 4�oaassrc �
- F
JE
s
�nry..ta r<
ese ra b.a.
wmw orua
�.»u.emzn
�wera.er m
r.s.,er�cw.a
�m
a m..m wr
¢" BZ
w
z
aJ '
z
o
p Z m
a N O
V)CL
c02 a a
H
z OLu w
W z LLI EL
CS J C m co)
,-
W m�3 Q
W z"
J m
V �
_J AJ �
a
Q E z
zt
wE 3 AS NOTED
ewocr w= P-OK
ani. Carta "o-
N43W5-09-C-3217
12586246
x 30 d 297
C-133

a 2 i 3 i 4 i 5
�tf `r oGP,21:59� /`
�[N
-OP:27.23©5 ,\ MATCHLINE AREA AA' t 20.3 D
- LIMIT OF DISTURBANCE
r'a So ` STORM DRAINAGE LINE
MATCHLINE AREA 'AC' 7 BIORETENTION CELL /cT. ��
C-13 GG551
26. 5 EOP:26.29 / EOP.:27.78 , ARCHITECTURAL FENCE
D llo4t.+ 4 BOTTOM OF SWALE
GP 89 - - - - - - - - - TOP OF SWALE
22.85
ff e. /
� EOP:27.82 ti G� \
"'��22 ♦ O DRAIN MANHOLE (SEE CU501)
6 .' \
24 N 2 xE0 O .r k�\ ■ DROP INLET
w 12.5' 25' /`0 EOP:
EOP:28.15 �f .025 iYP. 26 (TYP.) `t01Ji� _ �A�00 /��r' 2.7:62-� \ HEADWALL
ggSE / i` o �\ \EOP\02 N
6.90 �GP 28 2 / fc/ / 27.61 RIP -RAP
---�-- - -fOP- / /EDP: /
_ x 27.77
'
N L _ 2 27 4 0- 23+00 I I ✓ /� 21 x 10.00 SPOT ELEVATION
-NBL-GP:29.15 �l o a 22+ ~�� 28.04 B a - a C-13 C-503
�GP 29 0g - Y Z�' a----200'--- EXISTING CONTOUR
j GF.28.50�DROP INLET Al
EOP:29.20 EOP:2g, 14 EOP:28,87 4 GP2 �.BD �� /& EOP:28.50 +�+ RIM=26.25 200' NEW CONTOUR
EOP:28.50 rY'�
IWbL9(18'=20.57 SLOPE
EOP: EuP:/
24+ OP28.43 - - - - EOP:27.74 27+00 28+00 27.60 27.�� 29+- - 1 -
-SBL-GP 29.15 �"' - EOP:28.09 25+00 - _ _ SILT FENCE
ea �D OP_29. T - _ +0 EOP:27.50 EOP:27.65 iE o EdP:27.32 -
C - CP:28.74 -
=� x GP:28.39 28 x xGP:27.71--_- GP:27.3b
O _
I�, GP:28 5
HP:30.05 - - - - -
HP:29.98,f�
EOP:24:97, yHP:29.6.4 BASEENTRYOAD>(INBOUN
0 VEOP:29:68 - 0 -�x0 - HP;29,29/EOP:29.19 HP:28:.84 _0
- - OP:27T_.03 _-
LOP:26..60 a 025 EzOP:2954 28 'a
.27.33P2875 9x0
---
22.06 m 2224
0 21.99 22 21.65 24 rn 224�M 21. -��
x------�---------- ----
21.57 21.50 EN 25.66 26 25.23
I x 21.16 /
1{ x - 22.99 24.83
21.37 21.30 x x-26:6Bx 26:23-x
x �_._�x Q 25.4c 26.0
+ 20.96 t `� 22.79 24.63x / 26
.20
LIMIT OF DISTURBANCE /
t �. LANDSCAPED BERM (N.I.C.)
z z
2 /
PLAN
NORTH
GATE COMPLEX AREA "AC" GRADING & DRAINAGE PLAN
SCALE: 1' = 30'-0' QY
47M�►I�Y OYI�LG
5
r
d
INAFFAC
'�S6 C�lIOI
ors
C
JE
Ma
ttwe�.a �
ra.aw.. o..
�ic:wse
�r�wenx�t
Imm wY
w we - -
�U�
s
E
�z
�a
x
W�
t
Z
(?
0
EL
MC
U
Q.
Q
?
Z.
X
w
z
U
C7
W
3
!LJ -
N
J
Lu
y
Q
[a
�a
o LL
a
0
J
w Q
U
ozv
N4OM5-09-C-3217
w.. r��
12586247
2
3
4

BIORETENTION CELL ( 1
2 i
HOPE UNDERDRAIN (TYP.) 51
C-1 C-510
-NTInN CELL ri
G
f
Av 1 I IT I I
/ I
EOP!2I.81 } I I MATCHI-4
\ /it
I 1 ----- t2 wa[ _ uT2 I I MATCHLINE
I u,v.out 21.se i -fir'- -irir.7%av; '1 !
r
1
\ I I I ! I I I EOP:
I I I EOP: M. IINV
23.4a •2J.aY nrv. "n. ?N,
N I1\ I I 25.12 x'' za.w- za1e. 1 �%3i a'- �P< 'z7�t,e B06:24
I �} ! -0P:25 x •� k�irry ss �---
n I I\ I EOP:25.49, EOP: EOP: EOP: 4 EDP:
\c25.67 25.63 25.32* 24.69
EOP:25.94 80C:24.42
x` -x T
Y
�?v INV.IN(24")=17.88
¢ INV.II(18' I17.88 11'77 7''V
I
L '- ` Rom.
�0 Ix23.50
NNF-
N ii -- BD :25.32
/20' _
OROPfINLET K / x- -
- RIM=22.75 I 21
INV.OiiT(18'=i8:40 C-13 C-503 a
I ! I \\ EOP:25.87xV\ 1! BOC:25.05 24'
o TOC26.46
o b o \\ \ OP,26.0 2� I� T0C:26.27 o BOC:25.95,��
\ \\ \\ BOC:25.77 +
\ \\\ \\ TOC:27.05 04
EOP TO
BOC:26.55 BOC:26.12
\ EO0; 26.38
P:26.51
30+00 \\ EOP:26.64 x N (HP);CTR.,,,OF
0 _ WNE- EVfiO
o EOP:26t98 EOP:26.84, \ 31+D0 \ (HP):G'Tii:�OF - 3
C� `''o \ TOC:26.9'0 20. 32+ 0 ERNE CHEVRON
�
EOP, 26.67 \ @OCz26740 \
N GP:27�02 `GP-26.68\ w- \\ N GP-26.33 G
0 \ BASE ENTRY ROAD -(INBOUND) o
--7 \\ _
174' OF/15' OP 2590 \\
�\ RCP- AT 0.5%
EOP:26:26 EOP26.1a�_
2
\ ;
OP:25:86
EOP:25'
----------
/ 26.16 `
.38V =19 62
IN
EOP:
.
2545
24 -----
-__ 2568 150OF 15�
P20+8a
22'_RCP
22
AT 0.5%'
----------�
_n a=24 _
°6 _24.49 _ --_
\ O.Oi \
\ 24
C5
`24.01
L
124.55 24BOCf
24.8 �x x EOP:24.37
24.83+ z LUZDP724, 0
xEOP:24.55
- x�EOP:24.76--
II EOP: G: �-_ -X
1124.96 24.87 'EOP:24.71
11 EDP: '
_ 1125.26
I
r r xBOC:
25.20
/
1
��BOC:25.58
� - - - - - HP:25.751
EOP,: r P:25.71
II 25.76 1 BOC:25.81
-35+00 - in
11 I
II 34' 00
- BOC:25.59-
I z _ _ _ _ _ _� _ _ _x _ _ _
-GP/BOC:25.65 0 GP:25. 0
BOC:25.374/ - - - - -
II
/
15 - - - - - _ - -
II EOP: ,I - - } - - - - - - - - -
25.09
1 �CPOF 10 5% so 1
X.25.20---_
25.49
25.69' 25.224.8`\ ` z \ o CURB INLET Cl 1
RIM=25.40
HEADWALL \19' INV.OUT(24
/ \INV.IN(15")=20.01' INV.IN i5" -19.20 \- -
/ / lo. \ I C-13 C-5Q ( )=
CURB INLET E1 19 a ,[$'�" " 24-\ \\ \23 \\\ INV.IN(15")=19.20 DRAIN MANHOLE 11
RIM=26.32 -13 C-503� _ �� /f �\ `C-13 C-503 `\ \RIM=25.00
INV.OUT(15')=20.87 i \� f/ ` �\ \ \\ 130' OF 15" I
j 1NV. DUT(15")= i 9.85
CURB INLET F1 ` \ \ KO, RCP AT 0.5% 1NV.IN(15")=19.90
RIM=25,55 -20 _- ~� \\`�� \` \` \\� \
_INV:OUT(15')=19.95 i� /� LANDSCAPED BERM, (N.I.C.) \\\ \�\ _ ----
--22'
INV.IN(15")=20.00\\ \\\
a LAC/.) ma 9
e.
a ¢ ¢
Q Q /s/ //20'
Z z /// ,/ //�/ f\ ��• \\ \ W W
U U �/ /$ t \ \ \ \ 2 S
/ `� \\\ \ \\\ \\ U
20'-
o¢
/
��80C:
EOP:
N �p 25.56.
25,77
II
BpC:25.74
�26 `
a
5.99/
/
Io
EOP:25.25
�n
PLAN
NORTH
GATE COMPLEX AREA "AD" GRADING & DRAINAGE PLAN
SCALE: 1' = 30'-0'
■
LEGEND
Z
a
-
LIMIT OF DISTURBANCE
So
STORM DRAINAGE LINE
-�
FENCE
- =0--�
ARCHITECTURAL FENCE
BOTTOM OF SWALE
- - - - - - - - -
TOP OF SWALE
O
DRAIN MANHOLE (SEE CU501)
-
MCI CURB INLET
MIDI
DROP INLET
WE
�Y
HEADWALL
RIP -RAP
x 10.00
SPOT ELEVATION
NLMf FAC
"i9„c!aot'''
-----200'-- -
EXISTING CONTOUR
200'
NEW CONTOUR
s sau.
--Y
SLOPE
° =
sF
SILT FENCE
■
C� E
Mci
[Eu�s Erse. �
� sc rsue
,vie.smxsr
�p.un�sa
LS�- .TS�
LRY•l4M' G w
ocs EiFd or. ETY aR 5
ov uc/�
a�
o U
oZ w
U = J
4 0
xpG cY.,
� F _
5o Z o
MCLQ 42
L) a �
H
2
Z Z x
Lj
WUW
Lu z5W rl
uj W m
0J O m O
Z l [}LLJ
ram
N) T Q
Lu Z (�
a Ln
o LL o
Q U
n Z z
wac: AS NOTED
vao,ccr rw� P-1382
H4M-09-C-3217
12586248
mcn 32 o 287
C-135
1m
7
n

E �ep
S-I-e�ts 4 —
Gzcbe. C{,/-1 ( P(a g

4
24
i
i
i
25.75;)
C
CP:25..
—so
tea_
Q
6
a
W
z
x
U
Q
A
SCALE:
I
PLAN
NOM li
& DRAINAGE PLAN
I
6
m
Of
a
w
z
'J
2
LEGEND
—
LIMIT OF DISTURBANCE
so --
STORM DRAINAGE LINE
BOTTOM OF SWALE
---------
TOP OF SWALE
Qo
DRAIN MANHOLE (SEE CU501)
MCI
CURB INLET
MDI
DROP INLET
HEADWALL
EM
RIP —RAP
.,
x10.00
SPOT ELEVATION
„
---20U'----
EXISTING CONTOUR
HAFFAC
200'
NEW CONTOUR
—
SLOPE
ze'"caxe�
SF
SILT FENCE
�E
M-S
EMCaMEfRX6
CFO Gp�p.2
xae Im Nv+r P+a
:air IOIY
-SC
�64]1Rffi)
lspu.en.us
rrwu!�rnrymn
m0 v� emxs
�W E
P
V 0
Z U
z cm o I
j Ma Q LL
>. W
8 a
�� a
H
YZZ X—
O w LLJ
n z V
C7 O Q O
R }r
Eat V W �d IL �
Ul c7
Z"
g�Sgy z
aZ3i
AS NOTED
IO' 0 30' 60' P-13a2
tZ85-09-C-3217
SCALE: 1 " — 30'+�
12586251
GRAPHIC SCALE 75 267
G-138
7
L

L
E
Gi
r
-__-_ _ -
`MATCHLINE AREW- BB`' 1_--->
-
20.00 '
' r/ dl� \\ s \ MATCHLINE AREA 'BD-
i
DROP INEE7
11 ` - ---- ./ �i-� N RIM=77. 'EOPi2,147 62
\ C-13 503
/ INV.OUi /
_ (30' -
T 21.17 INV.IN 3
BASE•EN x-�,�6 (0')=74. 7� \ t \ \ \ / I----------\
43+0 ` "ROAD (OU780UN0) —� EOP:20.87 I m -
_J G :22;77 44+00 10-------
_ _
EOP:22.82 GP:22.4
7
COP:23'16 /� '� /' EOF _' _ - w-------
- ` __ r L252 _ 1 ___
2 42+00 - 7�___. E P!23.08'-EDP { \ I \x--
I r 8 I I _ \ \� \\\I
ti / �// ,43+00 _— 0 jE0P.2192 \\�I \\� \
700' / _ ' - I o '\EOP:22.45.._. _ I
I I
2 j
I o GP22,90 o _�'\ I
T/ 5R' TYPE EOPF27.83 I x \\ \\ \\ \ I
1 n`b -1 io .CP22.56 I GP:22.21 0 �y
.' � ENTRYiROAD (IN_BOIIND) _ _ _�22' _ _
/ xv I HP
' ' 1 22 I GP:27.87
i 1• i 1
0-1
EOP:27.76�
z,� �� 20.50x�a____1_____ _______ -- __
20
o I
)
d \ \ I o \ \ \ \ \ \
DROP INLET 1 _ 7 _ 1 I I ( I\
\\ \ \\ \ \ \\ \
s 15.55 \\\ \\ \ \
RIM=.27.60 DROP INLET INV.OU7 30" - RIM=19.65 i \
( () )74.a' 0 INV.OUT(3o')=15.12 \ I \" / 1 I\ \I� \ I 11
INV.IN 30 -
21 INV.IN(30') \\
C-13 C-503
C-13 C-503 HEADWALL a \\ 1 1 \\ \\ \\ \\ \ \ \\
\ INV. IN(30')=15.35///
\ 23
C-13 C-503
\ I 1If z I
MAR 1 0 2011
PIAN
NORTH
GATE COMPLEX AREA "N" GRADING & DRAINAGE PLAN
SCALE: 1' = 30'-0'
LIMIT OF DISTURBANCE
— so —
STORM DRAINAGE LINE
— ... —
BOTTOM OF SWALE
MIDI
- DROP INLET
HEADWALL
RIP -RAP
x 10.00
SPOT ELEVATION
---200'---
EXISTING CONTOUR
200'
NEW CONTOUR
SLOPE
— SF —
SILT FENCE
30' 0 30' 60'
SCALE: 1' = 30'
SAAPLSC SCALE
I(
� Uw
sF
o
E
o
�Q�
3pG
c�
Ski
� H
Z
m
YQ
42
m0
IL
ny
'
5
�0
C.Q
4
z
Q
LU
w
w
W
a
z
w 1n
om
o
u
z
w
>>
< ll
3
w
y
M
Z
t�J
r
�a
oz;
7
Z
G

B*ioretenti*on Plans
For Information Only
Bioretent*ion Not Intended for
NCDENR Stor water Credit
MAR 1 0 2011

1
FOR BIORETENTION CELL A-1 DETAILS
SEE SHEET CG552
FOR BIORETENTION CELL A-2 DETAILS
SEE SHEET CG554
FOR BIORETENTION CELL A-3 DETAILS
SEE SHEET CG556
FOR BIORETENTION CELL A-4 DETAILS
SEE SHEET CG558
FOR BIORETENTION CELL A-5 DETAILS
SEE SHEET CG560
FOR WET DETENTION BASIN A-3 DETAILS
SEE SHEET CG564
FOR GATE COMPLEX DETAILS SEE
CIVIL - GATE COMPLEX DRAWINGS
A
"'1
Oy
r3o 0 50 100
SCALE IN FEET
4
2
BORROW PIT
CEL -2
I 1 I
ram"
`Irl I
1 1 I
1 I I I
I I I �1i
1 1 1
I I I
I I 1
I I I
1 1 I
I 1 1
1 1 1
} F 1 I I
I I 1
I I 1
I I 1
CELL A-1;
i
BASE ENTRY ROAD (INBOUND)
4
BORROW PIT
BA Et•ITRY ROAD (OUTBOUND)
CELL A-4
FFE 26.50
1 1 4
.y
r
m Al��Il
I
MAR 1 0 2011
1.
1
NAUFAC
a......pr.
L]
sv� SEAL ` +
"y. 033184
9 �`�'�INE��fi ��•
MACTEC/RKBKJV
YR:N6
Lror.:a, r[ ox
o[s ABB W- JLB Icw JAM
ww JRE
V AIY11 YA1W1. SLI1i
tM; txcrwcx GS6
KNI, w.[Y vim
4 yy f
qua
7
tL
a fV C Z
ao o U'
E)� m
Z�
O
R 4 r
W r g a r.L
z W m o
�o3
Ea
W N Z Q
w
J � a
y`� U
X4G es NOTED
_cw�E[i xc, Fi7�?
125�62g5
CG551
•i�avV YN�a •..'. tmf

Roadway Civil Plans

an
1
■
PAVEMENT SCHEDULE
J3
6' AGGREGATE BASE COURSE
W
CONCRETE MEDIAN BARRIER RAH
C1
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
P
PRIME COAT AT THE RATE OF 0.35 GAL. PER. SO. YARD
X
2' FENCE -
C2
3- ASPHALT CONCRETE SURFACE COURSE, TYPE 512-5C
R1
V-6' CONCRETE CURB AND GUTTER )SPECIAL)
Y
4' FENCE
D
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
R2
2'-6' CONCRETE CURB AND GUTTER
Z
4- CONCRETE PAVING '
A
4' AGGREGATE BASE COURSE
U
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE.
J2
11" AGGREGATE BASE COURSE
V
CONCRETE BARRIER RAIL
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
1.) SEE PLANS FOR TURN LANES, TAPER LOCATIONS, 8 ISLANDS
2.1 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF
CONSTRUCTION AND ROADWAY, UTILITY, DRAINAGE AND OTHER
DISCIPLINES' SPECIFIC DETAILS.
■
1
VARIES VARIES
BASE ENTRY ROAD
(SOUTHBOUND LANES} 13.5' ACCESS ROAD VARIES
8-025 as - I
V,�fs 3:1Tp �
0-D25
EXI! b
GROUND
MATCH EXIST GRADE AT EXIST
EASTERN EDGE OF ROAD GROUND
UTILITY ACCESS ROAD
TYPICAL SECTION
NTS
EXIST
i VAR W TO 12' VAR 0' 70 14'
11' 12' 12' ill LEFT TURN IANE D.5' 0.5' 12' 12, TRAVEL LANE 6' 24' 2' ' B' 2'
EXI571NG EXISTING EXISTING EXISTING {SEE PLANS) 4• TO TRAVEL LINE TRAVEL LANE I (SEE PLANS) FO !MULTI -PURPOSE
TRAVEL LANE TRAVE■L LANE TRAVEL LANE LEFT TURN LANE ; , 16' TRAIL
VARIES
0' TO 4'
GLAnE_ O GROUND
VARIES VARIES VARIES POINT
VAR1F5 VARIES 1 O.015 0,025 O.OBI' 0-P1_
VARIESI 2.5% -
-
I-' l o—
_r �w CUT , 1 n 6.
-- EXIST PAVEMEL EXIST PAVEMENT
SAW CUTG14➢E. TO REMAINNT
SAW CUT
TO REMAIN plNT V
GRADE TO
EXIST GROUND GRADE TO 5' MONOLITHIC CONCRETE ISLAND THIS LINE
HOLCOMB BOULEVARD THIS LINE [SURFACE MOUNTED)
TYPICAL SECTION
NTS USE TYPICAL SECTION
STA 3240+50.00 TO STA 3250+25.17
VARIES 4' 4'
[SEE PLANSI CLEARCLEAR SEE BER AND RAMP I
ZONE ZONE TYPICAL SECTIONS
i VARIES
{SEE PLANS)
EXIST VARIES
GROUND IIIIO'' TOO 44'IIII'
N I IIdN�S'_ O,OxO O.OxB �6:T�M71 45N_
L N M__
_GRADE !7 Ab4X SEE BER AND RAMP B
POINT TYPICAL SECTIONS
BOY SCOUT CAMP ACCESS RD RUMP 8
-OUTSIDE- DITCH [LT) 'INSIDE' DITCH (LT)
GRADE TO THIS LINE
1
BOY SCOUT CAMP ACCESS ROAD
TYPICAL SECTION
NTS 45E TYPICAL SECTION
STA 9000+29,09 TO STA 9020+61.23
1
Im
1
1
MAY02011
SY: C'4�C,>,-c
11 1 C;
�,t551,�
SEAL
035865
Al
RAACTEC I RK&K JV
�PRH
cEs loan CJ'I Icw SDB
JRB
R_,ry nv,x, Ski
„ GSB
.T, UIII
-
s Ugh
J
E
Z 4
J
.Z
I
O
p
�
� C
LL
OQ p
5
Tr} d
O
4
L)
a�
C
—
0
Z
0 w
Ln
Z
a
y
In
Z
o
F—
Z
U
0
w
- O
Ld
:2 m
J
Z
= J
04
o
E
Q
W
Z
- -
5 11nTE❑
Eau �f GI It1., P'13E'
•.�ci^ Ee.,,r4 nt
s 7 FI9
GX31O

Dim
1
NC 24 INTERCHANGE PAVEMENT SCHEDULE
C1
3- ASPHALT CONCRETE SURFACE COURSE, TYPE 593C
E2
8' ASPHALT CONCRETE BASE COURSE, TYPE B25.1010C
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 59PM
� J7
� 4- AGGREGATE BASE COURSE
C3
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9,sA
J2
9' AGGREGATE BASE COURSE
C5
r ASPHALT CONCRETE SURFACE COURSE, TYPE 512.SC
J3
11• AGGREGATE BASE COURSE
D1
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
P
PRIME COAT AT THE RATE OF 0,35 GAL. PER. SQ. YARD
D2
3' ASPHALT CONCRETE INTERMEDATE COURSE, TYPE 119.00
RI
2'-9' CONCRETE CURB AND GUTTER
D3
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OB
U
EXISTING PAVEMENT
D5
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0C
V
SINGLE FACE BARRIER
NOTES:
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
N 2. SEE PUS FOR AUXILIARY LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY_
SEE ROADWAY AND UTRTIY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
4.i�WHEN SLOPE -STARE POINT FALLS OLRSIDE THE HINGE POINT DISTANCE,
NTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
S. BRIDGE STATIONS ARE NORTHBOUND LANE.
4------ -____
EXIST GROUND
EXIST GROUND -
•wARue
•• 4:1 MV SLOPE WITHIN INTERCHANGE AREA SLOPE
EXIST GROUND
0
I
MULTI -PURPOSE TRAIL
TYPICAL SECTION_
NTS
-GNWYi- STA. 10-00.00 TO 19+00.47
-GNWY2- STA. 10-00.00 TO 19�61.07
a.Be
6'1 —MST GROUND
3:7 'wAR1AB
SLOPE „ 4:1 MAX SLOPE WITHIN INTERCHANGE AREA
NC 24 RAMPS
TYPICAL SECTION
NTS
SBLW 57A 17�80.00 70 19-29-00
_"Si GROUND
C "Mks
ks
24' W
10'
i'
4'
12' VAR L2'
SEE MANS
°
[2 GRADE
u
POINT
p�02
0.02
1 0.02
GRADE TO b D2
_
EXIST GROUND
This LINE
NC 24 RAMPS
TYPICAL SECTION
NTS
-EBRAMP- STA 12,30.00 TO 17*4540
VAR 0' - 12'
12' 30
SEE PLAN5 15'-r R
10'
EA' r
OPS d
_---------------- ---- .02 ,p9
THIS UNE E2 ••VAIIIP, EXIST GROUND
14' SLOPE
NC 24 --- . ff
TYPICAL SECTION •• 4:1 MAX SLOPE WfrHIN INTERCHANGE AREA
NTS
-NC 24- STA. 24+65.00 TO 35+10.00
-NC 24- STA. 37+63.63 TO 51+70.00
HAVEAC
)2:51:26 PM 02-14-201
02112Z
an
MACTEC I RKBK JV
�c�wir urw
Y3�'IRn ;E P8
xs ASH W. ,E,p Im Ulu
JRE
SNw
ov nwua G58
MiN
� E
s U +s fIl
G i LA
uZ O
IS W
� z ul
I J
O N C U
00
a M CL F
EL.
O C �
O Z� <
a 0 4)me to C3
LLJ
'UR d
W 07 Z
2
Z
W � Z Q
c
LJ
a w
�A
E1
N f
U
[t:
-ET
siuE� CS VOTED
c>aancr xa� P•1387
x..r.c ,n..ric xa
12594???
6 ar 2v;
GX321

r
1
1
NC 24 INTERCHANGE PAVEMENT SCHEDULE
C}
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SC
E2
S' ASPHALT CONCRETE BASE COURSE, TYPE B25.DC
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.56
A
4' AGGREGATE BASE COURSE
C3
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A
J2
8- AGGREGATE BASE COURSE
C5
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S12.5C
J3
Li' AGGREGATE BASE COURSE
DI
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 09.0C
P
PRIME COAT AT THE RATE OF 0.35 GAL. PER. SQ. YARD
D2
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE [19.00
RI
2'-9' CONCRETE CURB AND GUTTER
D3
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08
LJ
EXISTING PAVEMENT
D5
4' ASPHALT CONCRETE INTERMEDLATE COURSE, TYPE 119.012
V
SINGLE FACE BARRIER
NOTES:
L. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2, SEE PLANS FOR AUXILIARY LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY,
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
4.0WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
5, BRIDGE STATIONS ARE NORTHBOUND LANE.
EXIST GROUND
-NBL- STA. 20+94.85 TO 25+15,63
VARIES, SEE PLANS FOR SUPERELEVATION & RAI$ED MEDIAN CROSS -SLOPES
t -NIL- R -SBL-
VARIES O' TO 24'
® 30' 12' VARIES 12' TO 16' VARIES 12' TO 20.17' 12, 12' 17' LANE 12' 18,
RAVEL
15' wGR TRAVEL LANE TRAVEL LANE TRAVEL LANE T15' wGR
x
Or-9' 2'-9•
GRAp
� � POINT 4• r u
Z GRADE FOPS
�,, s
DPs
�p2 p2 POINT
6.l TO 31 - —_ 8' V.C. 6.1
VALE
EXIST GROUND
F RE
E FA RE SBL S. NBL
EXIST GROUND is TYPICAL SECTION
NTS
-SBL- STA. 16+95.00 TO 21+00.00
-NBL- STA. 16+85.00 TO 20+94.85
a 7 4 �i
2:51:28 PM 02-14-201
SEALv
021122
y� �f'IGINLE�0.�(
' ��•,E,�4FL L M��.' ,
J
MACTECIRKSKJV
u*.oRn
as ASH la• JL8 1c- IATM
.umu JPS
muioi w..� $MII
oar ocr.urH G56
o<wrr au�nu M1M [[
o V f
e z
V r g
----------- ai H t
�g� z
3a^
EXIST GROUND
N � O
r: a N ,
CO p w
M_ d cn
J
Ov Z = a
W U
z 0 4)r
V in —
W
W m J
z o,
z �� 3
w s u-
'a CO
o a
o
U
z a EE
CC
4
nee: AS NOTED
twra[cr .c.. P-13=�
v..c xA..rc ti_
12556223
ShEFI 2�-T
GX322

0
NC 24 INTERCHANGE PAVEMENT SCHEDULE
Cl
3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SC
E2
B' ASPHALT CONCRETE BASE COURSE, TYPE 325-OC
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 59.56
Ji
4' AGGREGATE BASE COURSE
C3
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA
J2
B' AGGREGATE BASE COURSE
C5
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 512.5C
J3
11- AGGREGATE RASE COURSE
D1
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
P
PRIME COAT AT THE RATE OF 0.35 GAL. PER. SO. YARD
D2
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.D9
R1
2• 9' CONCRETE CURB AND GUTTER
D3
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08
U
EXISTING PAVEMENT
D5
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
V
SINGLE FACE BARRIER
NOTES;
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. SEE PLANS FOR AUXILIARY LANE AND TURN LANE LOCADONS
3, TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LLM1TS OF CONSTRUCTION.
4.�WHEN SLOPE -STARE POINT FALLS O4FFSIDE THE HINGE POINT DISTANCE,
AWNTNN APPROPRIATE MAWAUM OR MINIMUM SLOPE.
5, BRIDGE STATIONS ARE NORTHBOUND LANE.
2' 10, 2' VARIES 30'
MULTI -PURPOSE ISELP S) 13
TRAIL O
ua
Z LL
0+
GRAD'aiE ,SO b\
v 0R a.o2
`EXIST GROUND
S GRADE TO THIS LINE EXIST GROUND
m�
I
EXIST GROUND
THIS✓LdNE TYPICAL SECTION
NTS
STA. 136 +$0.00 TO STA. 137+43.45 (BEG. BRFLIGE)
WA. I38+59.73 (END BRIDGE) TO STA, 155 4 00.00
NTS
STA. 129 +00.00 TO STA. 136+60,00
3
TNIS 6Ne
1
EMST
GROUND
1
ti
i4nfsc
S t 29 PM 02-14.201
yo
SEAL F "s
021122
Al
AAACTEC I RK&K JY
w.cxu
f ¢rxi.
u,nrr wp4 vim
y U 1
w
LL
Z
�
age
?
O
Z
W
c
I
U
0 d
coO
VI
Ly) LL
J
E
U
O
V
C
Z
>-
LU
O
ti
Z
V N
in
C
W
0
x
m
19
W
;O
ti
t
V
z
W
JLJN
LAI
U
In
0.
O
- �
�a�
u
a Z
o �
W
�
uue:
AS VOTED
caaowicu w: P-M2
[045 �p..
Caa�K 40.
125E n22:
s�cEr 6 tr 227
GX323
--- Y.4lhq —1 —

I
e-
I
NC 24 INTERCHANGE PAVEMENT SCHEDULE
T
CI Y ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C
E2
8- ASPHALT CONCRETE BASE COURSE, TYPE 325.0C
C2 3' ASPHALT CONCRETE SURFACE COURSE, TYPE 59.53
J1
--�
I 4' AGGREGATE RASE COURSE
—
-
C3 2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA
'
JZ
8' AGGREGATE 815E COURSE
C5 3' ASPHALT CONCRETE SURFACE COURSE, TYPE 512.5C
J3
11' AGGREGATE BASE COURSE
Dl 3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
P
PRIME COAT AT THE RATE OF 0.35 GAL. PER. SQ. YARD
D2 3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.09
R1
2'-9' CONCRE IT CURB AND GUTTER
D3 4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.02
LI
E10STING PAVEMENT
D5 4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE F!9.00
V
SINGLE FACE BARRIER
NOTES!
I. PAVEMENT EDGE SLOPES ARE 1_1 UNLESS SHOWN OTHERWISE.
2. SEE PLANS FOR AUXRL4R'Y LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY,
SEE ROADWAY AND UTBELY RAN SHEETS FOR ACTUAL UMITS OF CONSTRUCTION.
4.OWHEN SLOPE -STAKE POINT FALLS OUTSIDE THE H114GE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
5. BRIDGE STATIONS ARE NORTHBOUND LANE
- -
-BRIDGE
i
RAIL
BRIDGE ABUTMENT
A 2' FlMSE
4 Ewsr.
y -
WALL BRIDGE BEAM 1
I �• MIN, CLEARANCE 16.20 65'
MSE WALL STRAPS [TYPI�y
1' ULTI--PURPO
SH
12,
N
E 6' 1'
Il' 2'-6" TRAVEL' TRAVEL LANE 6 I TA,�,7
II
VELA
_ EXIST
'�
GROUND 0 B 0.02
7RA1L II I FDPS ! ! �
0 15 0�015 T 0.0
\GRADE
�. INT
1
\\
GRADE TO TH1S UNE
FIBER OPTIC
BREWSTER BLVD
12' UNTREATED WATER
TYPICAL SECTION
I
8' IV 12' 4 • La
SHLD TRAVEL LANE TRAVEL LANE SHLD
_GRADE
In POINT 1 n
B,5' coNCR.M SLAB J
CONCRETE GIRDER (r",)
NTS
STA 1099-40.00 TO STA 1100+64.09
,6•
I I J
ABUTMENT
T GROUND
4' ELECTRIC ! t `' 12' TREATED WATER
IN CONDUIT — f ` 4' GAS
i
FIBER OPTiC—
4' 12' 12' 12, 6' 1,5'
TRAVEL LANE TRAVEL LANE ACCELERATIO
� N LANE SHED
fro E � � _.
BASE ENTRY ROAD BE
BRIDGE DYER BREWSTER BLVD. as' CONCRETE SLAB
TYPICAL SECTION NTS CONCRETE GIRDER {fYP.)
STA 137+43.35 TO STA. 138+59,73
SEE STRUCTURAL SHEETS FOR DETAILS
7
NAVFAC
!:51.,30 PM 02-14-201
•�fo"i 5 1p,, ,�.
021 22y� •i
.I���INyti� f
MACTEClRK&KJV
[ler oupnl 4315
z
uZ
z
7L
=a
z
I
[a
N
V
LLJ
✓I
a
.�
co .M �
d
Q
�
0
O Lu
~
Z
m
w
a
z
Ln
z
Ja3
cr
E m
F-
LU
Z
Z
W
N
ILI
�a
m {
wy
a Z s
M
nS NOTED
cc s�.........
�i N.� rNARHp 40.
125562e�
WET 9 or 287
GX324
fwurfl: ./.AV.i Yu,I: ,qy

1
NC 24 INTERCHANGE PAVEMENT SCHEDULE
Cl
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C
E2
8' ASPHALT CONCRETE BASE COURSE, TYPE B25.0C
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.58
Jl
4' AGGREGATE BASE COURSE
C3
2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A
J2
8' AGGREGATE BASE COURSE -
C5
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S12,5C
13
11' AGGREGATE BASE COURSE
Dl
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.13C
P
PRIME COAT AT THE RATE OF 0.35 GAL. PER. SO. YARD
D2
3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.013
RI
2'-9' CONCRETE CURB AND GUTTER
D3
4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.013
U
EXISTING PAVEMENT
D5
4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
V
SINGLE FACE BARRIER
NOTES:
1. PAVEMENT EDGE SLOPES ARE I:1 UNLESS SHOWN OTHERWISE.
2. SEE PLANS FOR AUXILIARY LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
4.0WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MLNLMUM SLOPE.
S. BRIDGE STATIONS ARE NORTHBOUND LINE.
EXIST GROUND
GROUND EXIST
i
14'
TRAYE
LANE
GRADE TO J
THIS LINE
BREWSTER BLVD. INTERCHANGE RAMP D
TYPICAL SECTION
NTS
STA. 10+00.DO TO STA 23+29.90
4
Ii KGNlS ILx tlLVu�IL�ItKCMANIat iVVY G
TYPICAL SECTION
NTS
STA 10+00.00 TO STA 17+92.44
L
ARIE5 VARIES 2•, 10'
PLANS) IS
PLANS}
PURPOSE
TRAIL
GRADE
POINT
Lk. -y% \' 0:02 "-27,7 V 0 yll J.
\—EXIST GROUND
EXIST
GROUND
12:51:32 PM 02-14-201
-05'0
�+
SEAL
021122
..�v Fht I NEEF'�(• a
_.. , ���41•N�N �� i1
Al
MACTEC7RK&KJV
0Es ASH IOr. AB It, MTM
JH9
WL. •,N1,LF SM8'
— 1—c GSB
uwrr vu.tiu MTM
U o
v o
a5
z
w�a
Y
`o-
z
Lwo
-
Z
C
=L
cN
00
z
M CL
EL
�"
�U
Z u,
-a-
r
C7
0
oI-
,z—�
V
�Z
Z
0
O
LJ
w
J
n
�
N6
W
Z
�a
AIL
U
4
LL M-
Ey
J
�y
O
X
�za
-
'
a
scale.
4S NOTED
?ewccr xc P-iM2
nase•c � ••12586226
sF[Er 10 oe 297
1) 1 7 1 A I E�
GX325

3
J
u
7D
0
u
E
N
d
C
O
DETAI A
SP ITCH
1Not to Scael
Front
I f ��
Natures 3, _._i— tKOf pe
pMN,o iD** ,, 0 �
9 MIn. D' 1.0 FT.
EBRAMP STA, 10LL 50 TO STA_ 14+50 LT
NC 24 STA. 2A+13 TO STA, 24+65 RT
NC 24 STA. 32+75 TO STA. 3A+50 RT
NC 24 STA. 37+75 TO STA. 47+50 RT
RAMP D STA. 17+00 TO STA. 22+5D LT
SBRAMP STA. 10+00 TO STA. 13+70 RT
SBRAMP STA. 13+25 TO STA. 13470 LT
SORAMP STA 14+85 TO STA 15+30 RT
SBRAMP STA 17+00 TO STA. 19+20 RT
GNWY7 STA_ 13+00 TO STA. 15+00 RT
GNWY2 STA_ i3+00 TO STA. 15+00 LT
D T
ST4N 4 D 4$ DITCH
( not To
Scdlel
0 r urw ,� D a round
MIn. D- LSF t.
B= 2.OFt,
SOL STA. 25+27, RT
DETAIL M
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
,—NATORALcRduxO
P
LOOP C STA. 10+92 TO STA- 13+92 IT
DETAIL B
TUF77 ELTION
(Nor to scdel
ma d 5
Cron I� b `P
1 1 �d SMpe
NC 24 STA. 48+25 TO STA. 51+00 RT
DETAIL I
FALSE SUMP
1 Not r Scael
uedlc� 61tcn I�
t 9. i2'r
ee [Wort Belo.f�-ram— 20'—�ti 0
etc
s=01tcb Slape [ Proposed OItUN
BER. STA. 144+DO
BER. STA.149+DD
D
LATERtAL E DITCH
(No r to scael.
b
FII
p Slooe
B Mir.O o 1.0 Ft,
B = 2.0 Ft.
b = 5.0 Ft.
SBL STA V+39 TO STA. 25+27 LT
PREFORMED SCOUR HOLE
'NOT TO SCALE
Sd rAlere.e.eN.Ne, PLAN VIEW
DETAIL C
LATERAL 'V' DITCH
f Nor +o Scdel
x r � f \Shoe
Nln, p = LOFt.
BER $TA.144+00 TO STA.153+94 RT
DER STA-146400 TO STA.155+00 LT
DETAIL J
FALSE SUMP '
s not tM SUMP c
futalds Ub+h -
0
_S— etc.
5'Oltcn slope 4 Proposed Olt -
INSTALL LENTL A FW$N
w H NANW Oa0MN0
`our N w}dlmion. 1 •.+-
SECTION AA_f):_ A L
p WE M - I$' OR lal
k 0
FSalA1
WRW' __ NANR4L
&OUNO
NNEA. CLAM B "I"" �+� D_'I
w i 777
FILTER FAav( RUN. 1'NCN
DER STA.136+55 LT
DER STA. 139+45 RT
LOOP C 14472 LT
NC 24 STA. 24+00 RT
NC 24 STA.34+43 RT
NC 24 STA. 37+68 RT
DETAIL
0
LATERAL 'V- DITCH
I Not tc ScalelF
N T r SIN
riF.t
MIn. D F+.
b 50 Ft.
SBRAMP STA. 15+30 TO STA. 16+50 RT D=1.0'
SBL STA. 21+57 TO STA. 25+27 RT 0=1.7'
SPECIAL INLET INSTALLATION DETAILS
I Not to Seael
C NC 24
A
FUTURE FRAME AND GRATE
i
1 Fl)TuRE GRATE
N
i �FUTLFE 15LAN0
-
EM5TWG GRADE
FRAME AND
TBDI OR 20
INSTALL TBd OR 2G1 AT OFFSET TO AL)GN WITH FUTURE ISL4ND PER NCOOT STU. 852.06
INLET • ITIMENSION
X NOTES
0540
55-0' WSTALL PARALLEL TO-FORAMP- ALIGNMENT
0546
52.0'
0600
52.0'
0602
52A'
0606
52A'
0609
52.0'
Hwc
NXISOC
11:27:10lw
P�1-1a-2a11
ES ll�ILF.
SEAL
033184
kF' INEEr't
e
r DTZ
MACTECIRK&KJV
n«o4n
�GP [CwLILP NKL4
KnNn
;a1¢PW1bP to YR
ocs AB$ IoHA JLB ic.. J'NYM
w1N J-E
Wuw-u.r.cl $MV
TWO, iN✓+PLy GSE
- z
sV�
=z -
i ❑ j
O N
Z pp
IL n
O
v Z a
LJ
z
O <L Lo
3
Sid
a) =
W y C ii U
0 w Q CmD
z J 3
W
MNj J Z
� H W
- N
4
i Q m
o �
;Q o
e Z �
� 4
SC.LE. SAS NOTED
P-13d2
crnsTo co�z. xc.
QW29Z
i
7
7
LI
r OA.w 4'.3w ­ —

'.P.
NECESSARY
-
i i
♦a
man
�■..
����.---..
.--■
■
■■.■-•----.-
■rmmm
■■mm�m�m��u■■■■..■.■■■■■■■■■■■■m��
�
�a©::EE
MINE■----mmm.
mm.m
■.__
.._.�......o.........�m_.m
, .. -..
�m.�..._.m.m.........
�:::::=MEIF=E.:E:::EENME
::E:::
__
moo■■mm��mmmmm-mmmm■■:■t■■■■■.mmmmommmmmmmmmmm■s■��m<mtm�■■■■.m■■■■t■■■■■e■■■moo-
.
mom.■n�m■■■■■■mmm--m-mm-■■■■■■■■m--.m..---.r■-■rmm■■■��em�■u■■i-■■e■■■o■■■■■■■■■■�tm�
moo=
�
MMmmmm
�:'..'EC
.EEE'7C:�:-:
MOMMEMEMEMEOEM
Vni
m,
m
i■i�
=mW
mmmm-
�mmmlMml■
m©�■mm.mmmmmm-■
■■■■■.--.mmmmmmm.m■rm-■■■�����■■■■■a■■■■■■■■■■■■■■■m��
-'■'■E:�:��C
OnTz
:,-
�mmmm
mmmmm��
®
mmmmmmE'.EC�C
�?:E:C
O''■'■:�'■'■.■
M'■N�C
mmmmmmmm
�.n®mmm
mmm©©
.©..mmm
mmmmmmmm..■����m......m..■....o.....m��
m...........■....-m
..-.mmm....■■��o.■�..........o.o.■.....�.mr.vmmmmmmmmmm_��_
IMEM
_mommEMEEM■..r.m
BOOM
m:mC
M
Elm
CEEE:CmC
:®:C:�C
�
'�'.E'.E01
'.■■'■'■'■lG.CoN
M��
Mum
MEN
MmmmmEN
.
MmMl
m�■■■�,
oomm
im
t�r.■�r■■
..-...�■.t■■■■■.iimmmmmmmm-mm
��
��■.■:
WHOM
MEN!
�.m
mm■rmmmmmmm.r■i.■■■MINIom��■■■■.m■■■■o■n■■■■■■■m�_mMW
m
IN
ON
M
MINIMUMMUSUMMEMEM
moms®�m■�mmimmm-mmm
■o.■r...o..-.nmmm.mm...m�..�m��.............■..■...m..mMEMO
-
:::m
:�:�::EE
—me:.=:E:�UIUMM1111
'
ilu
--
mtm
==:::9:�=�E:
1001MIMEMIMIMIM!:.........�
-
.o_�
��mmmmmm-�
.....mailm��mm.Emmm.mmm.
..
.��■.mmmm�mmmmmmmmmmm■■■
ommim....mmmmmmmmm■■■�■r■��m�■■■■om■■■■■o■■■m�m■mimm
�000mmsmm■�mmmmmmmmmMl
mm■■■
■■mmm.mmmmmc�mmmmmm■■■�m�m��■■■■mm■■■■■■■t■t■■■■m��_
.
molommm
limm"Elmn
IMMINIMMEMMEMEMENUM
IMEM
mmm
mmm
omimM�Emmm
ommmmm01mmi
MEMEEM
IMMUNE��m��m�■■■...
..............mtm�m-.
..
�moi■®■■m�mmm•mmm.mmmmmmm■
�i■■■■mmmmmmm-mmm.mmmm■u��e��e■■em-■■■■■■■■■■■■■■m�OEM
IMEM
•
mmmomm�
==-:::::::=.�B
lm:mim:::6
�:�:.=
:�:EE:::::�EE:E:::::®BIll_.....
„
:EE�Bw©=�:
■ MINNImmmmmmm
■o■■mmmmm®mmmmmmmmmm■■■m�m�m��■�■■■■.-■■■■■■■o■■■■■mm.mm
nVirmMom
©.mmm�
R*ImmooQo
125=6313
§T 2BT
CGbll
2
3

-NOL
-:
NARROW DROP
WET
P WLET
; .-.-
DROP VLET
BOX
:
®oo
s.
mom
:
:
mmmmoomD®m�m�mmm®oomo
��i■
■uuuu
mmmmmmm
�■..
■■■u■■mm
■�
■��■�
■■�■
■eiieCjiNc,n:PN
SIMON
MEEu�■u�mC©
®o■MMMIMM
■■..ER..
Elm
WG.■m■■mm._...�.C.i�....G■■��o��
�
C:C�:!
CC
i■mi
�mmriC�CC.��.EG.'.��J�Es�:e:::'.'..".EC'E�'�CG"�
�■C®®'�������
:
GCIMEEEEEEE."
�
F_
IN
m
mm
NIN:
:::
'.�®��HOME
m=mmwwu
�mm
iii'CiC
::::mm.n...::�:::m�i�::�
INIMEMEM
mmmmmmmm
.
..��
��
mmmm.
■...gym
■■n
�■
..
m
.
.mWMINI.mm■
■gym
■■'■■■_=_C
WMEM
i®®
®
m
IMEMm:::ME:i::::G
:m
:::=:m
�■i
m■�i.mmmmmmm■
o��■
MEMINCiCCW■■■■■■■
mu■e■o■
■■■■m
•
EGE��®�Ci�ii�iii'e=umlM
_
mmm�mmiii=iiE■i'■ii■iiiimmmmi�ii�ii�mui
■�MM
19�®ml��m
mmmmmmm.
mm■i■Eoummmmmmm
..
�.
.�.■■����
■■
■.
■■■■
■■
WME
SEEM
-�amFm■�u����mmm■�=■�■m�■mm■■■■m■■■m■mmmm..�■MI�m■��■m■�■■■C���■■n■■■mtin■■e■o■u■■■■■�m��■m�
m®®m■m
mmmm
m©®mm■■■■■■■■m
N■mmmmmmmmmmmm
■■■
■s
■■■■.m■■■■■■■■■■■■■
■■■MINI
®®.�W
Wmuu�ummummmmmmm■■■■■■mmmmmmm..mmmmmmmm■■■■■■�mm.u.■■■■.�■■■■■■■■■qO■m��MINIM
m8mmm®
MOMPorrdly"M
Is
m.
®®m
immm
■■Ems
i
G■nE■eiiiii■
��
101001
mmuuiiii
E■G
i
■
EQ7ummm.
im
m
W
ON
mOm�mu
m.mm.MINI..��E.
.■■
moC���MENEM��.E■E.u■■E■■E■■■■■
mC
�e�m.m■■■■mmm�mmmummmm.mm■om■ummmmmmmmmmmmmmm.■■■©o��■■■■■�m■■■o■■oo■■■■■m��
�■omumm■m���mmmmmmmmmmm■omu
mmmmm.mmmmmmm■E�■�■.■■����■■■■.m■■■■■■■■■uu■m��
C
C
'�
C
m
.iiC
■�■e■�■■
C:Cmmmmmmm
G
E■■
EE
mmmm��
.mmmmIMIN
El
CC
::C■■u'■■
■mm■■i■.m■
=mW
m.:.Ei■W��C�.CEB::
■uui���
�Wm■u���m.mmlmmmmummmmmu■uWm■ummmmmmmmmmmmmmu■■■�����■■■■um10■■■■■■■■W■®��
-
�u.����r�■■■u■unu���mmm.■■■■■■■MINI
����mmmm■■■��■r■■m■i■.■■emu■■■■■■■■■■■■mui■�MINIM
_
�
■■■■■■■■■■■■���SOME
�Gm:�����m
�sm�ii
�iI
:�:CG����
...
muumuu
�C=`■CmmmG
mum
.
MMOME
mrli■I■■
m■
E■�EME.....
.
.......■■.■■
�■..m�m�m[u�
mmmmm
■uW■■
mmmmmmm
m
ummmm■■
IMENIM
lm■
■.WW■
■..�MEM
�■.u��mlmu�mmmmmmmmmmm■■■W■■mm
mmmmmmm.■■■���■■■■.•■■■■■■■■u■■■■�mmWm.
�CW'�=::i■�::�C�'■No
■`■.�■■.■m
..............■a�mW■�m
m�G::C�m�ii
SEE
■G�i■:::m'
�'::�mm.m..�.m.■■�...i.
mmmmm
mm■um■
m=u
■■■■m.■■■■■
ONENESS
MINI
�■.■��
�mm
mmlmmmmmmmmmuu■■■m■■mmuuummmmmmmmuuW
■■■mlml
ml��■
■■■.m■■■■■■■u■m■
■■■�
�
�■■■■I■■um��■�mmmmmuuummm■■■m■■mm
muummmmm.■■�I•muW■�■■■■u•■■.■■■■■■uu■m��
.
■..���m.mmlmm.mmmmmmuu■m■i■om■mmmmmmm..��.mmmm■■■omm■m■■■■■rv■■■■■■■■■■W■mm.m.
�■■■mMuuu.
m■�■..C■
C■.■
■■■■■�ml��mmmmmmmmmmm■■■■m■■■�mmm.mmmmmmmmimi■E■
■■
�mmmmmm�immmm■■■■■■■G
muumuu
muumuu
mmmm■■■■■■■�■mmmmmmm
mmmm■■■■■■■
mmmmmml�■
muumuu
=mmmmmmm■■■
mmmm■
mmmmmmm■
m
■
■
■
�
■
■E■
■
.■.
■
■
�m■E■■■■■■■■■■■■m���
im■■■■E■■■■uu■
m■
u■■■■
■■■■■E■■■■■■�
■■
■■■■■
I�■■_
•
i■m■■■�u.■m■�mmm�mmmmmm��mmm.■■�.om.mmmmmmm.mmmmmmmm.u©mmE�....m........■■m■®m.m.
MMNE
C�■■�uuCCCmmmmmmmm..MINI■■■m�mi■■■�mmmmm.`■.....■■■,..■C■�iC�C•■■•�m■■.....mnnE■■Em�C
...SE■■
mmmmmmmmmmm■■■■■■■
muumuu
muumuu
■■■
■■■■.mu■■■■■■■■■■■
■m■
:
CC�mmmm■.:::::::EEE::GG::::���::::CmmmmC■■■■C..■.■■G■C:i■■.■■■■■■..■■.■u.mC
mmmm
..
��.
.
■■■■■■■■■u■■■mom
M■■mEm■SIME
m�■■■MImmmm.mm�■■■■u■■mmmmm.MEN
mm.m.mm.■■�����.■...m■■.....■®m�■W
m���■■m■■o©nmoo�■mmmnmamannn000mnoonoonnn[nonnnns■■■ms�m©nn©on■onno©©nnrm[�nno■■o■a
E
3
4

ziei rni
P:\5 »5\09-�V999\prUf tBum\mod_n_turesT \n,cbcl_a_hyd_s�ni4.d qn
r,rhorvi
IV
CR
iii
unineinni■iememiiiwiu'
n
6
mmaB.........�iI�iIIB
DOOR
0
Now
00
mom
�M��s��
�i�0���
i
�s
iME
i
M
ME
M
isGEMMEMEMEMMIME
MEMOMME
HE
own
I
Omni
IMMEMEMEW
MOMMEMMIMEMOMME
wool
logo
mom
ME
MEMMEMEM
al
mon
EMEM
loommommom
■MENEM
NEON
mosommoommoommo
no
MENOMONEE
EMMEEMMEM
moo
mmmommummm
n
NOME
1
����C�C�■ACC■C�
.nI�I�
iii�ioNO.
skm
HIS
��naea�n���sa�naaaa��amenm�ae
0
MARINE CORPS BASL. CAMP LLJEUNL JACKSONVILLE, NC
New Base Entry Point
--.-1NAGF SUMMARY
N
icn

EL wL1S�.a��I \\ �.-EBRAMP-4P
MRPLKKi1'?'a15 E \
e P • eo >t ar c �� !? Pis tSto 18+5129 ��P!'Sid 16+
56J8�P.! Std 3O.+.95.09 , \ �� PROGRESS ENERGY - EXISTING AERIAL POWERLINE
9s -- 7' S2' 41.4' p = 9T 3O' 282' an �, p-= 9B 28' 45:7' (RTJ," / ; p' ='Ol6' (RTJ u MS, _ �- �-�-• - �t � �- /.SHEILA TALTflN TO BE REMOVED AFTER ANEW i +
LS �,j 22000 D = i�*i9 262' %;, D'- 25'2T�532'� //i'%'I7 =%ps'29 536'� �'. [phone] BURIED POWER IJNE HAS BEEN INSTALLED I
�! �� ` .>♦ \\ �rLT�yT_, I96Bi L = 68O73'�/�f Ly i9p_38„/ :r;'f;/.L/r_:4g5Jy,�" ` s FROM OUTSIDE C/A FENCE TO OUTSIDE C/A FENCE.
r' ST ' -._ 73.47' T = 456J8 1 rl=-Ioi3r !`; r'' �;242brJ�
R=.4OQ0ORr==225(aO\/i f�,'-',11501pQD PIEDMONT GAS - EXISTING 8'STEEL GAS MAIN (I TO REMAIN
/ M.9.DANIEL RHYME IN PLACE
[phone]
BASE TELEPHONE CONTACT - BURIED TELEPHONE CABLES
�t 1 PIs Sza_r8tJ4. �;;'PIs�Std r133368';��P.,JSzd_13�4485 APIs Sfa'15+4T26 MR. JIM BECK i9OO PAIR•4O0 PAIR FIBER OPTIC)
34l e5 - 12' 43' 56.6'. 'd j35�41 08.4 CRT1�Bs�:t2 43' S6 6' t [phone] WILL CROSS -PROJECT
^. � Ls= 220DV Ls=\200.00 r [�'D t2 93''566 �Ls 2OO(J?
SILT, = 14683' ELT =r /33.68' /1 j f JLf �/ 28027%/ I
EST, 73.48 [� ST = 66,98' ; / / / 'T / _ ,144Z5',''. ST 6698,
C 1'? � s Bo•3r 'T ��'.-�/ �// k� [
�S'6tl' CIS'E j _ f !•' 4! j %iNaNG,XJaH'CA!/kgi)'/' t'+ 80R143 / y \'\ �'``;, '7'� 0 25 so 1-1
a
1 wGB= i• _c �`= \ 1'�/0 5 / rf�"' i /� t ff .,/�� f I` 82J �; �` Koors 'Al, �� / SC.A E JH FEET I I I '
~f `� wl �� \ ? ,, ..
�� 1
B
/ r �BOEJ.aPn cl �1!-�.' J 1 :1/ / /'/ r !''/. ✓/ �,i1,,,`�, !','-+- � / 1 � ` l ]:4
�..,I LP �I 11, -+IEi! / C 1 ! ' / :�: �' •�E� ,i'" J'� T l�Ssr `,sC` \£� '`s N '""'�1� \*\� ,
� l�III 111�� / / rt^� � �� ! / /J�� ''.��6°..'''i�if_����� - r���.,5 `z `� P��'•'� '.����\ i p /� � �\ C\ 1 k \ ( � L-, 14.
was �1 � 'l � `� }���1��i1 56 �) �f / r /,r �/,•�% ; :';!�,fl �1�r � �\ � �t `�, ! :� `-ter `� 1 �- o `may \•�\ � �11+ .� �;`, 1
57 } x`+.Em tSAllx�Ir.CO ' auu" / ; y's �,r� i' i ��� �-��� \ f �? . 1 uo
, \ f'�if', s' �
jq T jJ s ♦, ,' .rFiir."::� �1J / ; Er,LwSE x D:IERS' �.-,.
,L 12 2Nd3. WJaN Dip S E1 FAIL N! 1 r ` ':•`J~f �% h a� - �f tl :04 PIA
1 Ep Ir r `F�',%i;' t f I// /�j 1 / % �a;✓a �SMCI.k k ' luj lP p;i �`a; 4 :\ �f17.
'02-a7 'qts 3 (-EW4 writ' 20i 1
�v y�w•"1
� '!I f � �!j y j� r". '/ ��f.:�'�.,,,,q- ' /i% � ��.•r _ �• � 1 ,r � i \\ +N3�rJ�.a �� �'' Y � ,4oVe531q�.
/ ,' \ I S 80•]5'irE
i./ice`/ =' /'%/ /���%'-r �\ ` ` . �r 5 _ - i sFAI
'(/ s°•ic'\ �k in-�- o3a194 4"m ;
x 3G6I�i2T L4 '--� _ 4 r = f ♦' r
I� �j -1 .�"`f'lr li:� •;fa' r.11 j/� I(Y 11.�r�N, ��r�r � i E 248329073 ��� i � Vr • �L. �X ` \�� `��\ ��y{'�'�tkE�+;r sy •`��gCIN[t%fi�..
fr w.. MF,�y► ,`` 'w' .dfGt T.1t. :��
i P •� rxrEv�kcE 4�tY t' r �t !:' �!.' N 366/3587
F Z48307453 ( PC Stff. Z�t.J24R
CITY 9F Gl30NyL1.`� \!
`2..;sG`RGNHI
nTz
• F Fa N 365046.61� 1 1} acY _ `m
E 1483Z42.53 �' i 11} 11� 1 • I r-B `t., �" }5oil
BD'E �.._� LP
3cD0' / ., ` °Vt..rtrrr'"•' \ J `\�
\ lBOR138 N 3Gk; -�` : '',.� /.Jgi. %i--r'�BORl3s-�"�`_.T- L'...--....._ a• _ ` �. '="-74v:e,��.c--��1✓ . F �ND_24- ..
S fi0%9T7 `, Jv>�• ./ s , - - - - --
- - - - �- -��- -- s eo'] MACTEC / RKSK JV
E Z482729,83,�'�-� ' - \' N 366038.47 - - i � . - � . �,� -. � -� �._ _
LL
CONSTRUCTIOX--
_�RASE ENTRY ROAD
-SAL- SrA 17+75.aa -SBL-"TS Sto. 17104:48 -
N 365669.85 h{ -SBL- POT Std. !6}85DO0 --`
8.2483544.56 ED _ f LA - - d. I441 _f1O2.9 HT) O rowWa.•
•�-�_���-.�=-=^' -.- `` �-
�' a �f �_r -a a 5 ` { 5.8259,0$5'E _ �r I L ,�� �_r°r-{-
_ _
r;----------- # 5-80 34;06.9_E_
_ ��3 r 5LIXY RT f 7
BE GUARDRAIL -�� ~ @ ` W Lfi
TIE.% TO EXISTING i- ji _ es �CONSSIEUCr'GORE 61 Ts �s i i sNBL- POT Std. I6t85A0 = f
�: ARP.. , M,E,G \` , , _ Sta. 1+ .il r103Jr R 1 44B a.o _w
23+73J4 / ]a_HCDOT am-��sm RPMpvE :a•= _@3� r� - _ i k E JQ
=,/'75.55'-RTMAIN
- --
A-
3i SLIP)
z
; v st
i.- ,E tiPEfAIN_�r. yPS' - ` _ - _ 1GFA.1+!�•3C'�� 7Gi.:A 7EatOyE_`�.a �f _ _ _SBC? C 2�, �v -[= ! F
- _�^- 90_RCI'e71k ;� - -f .i•',-1C�'?e�?+!ir''t�?v,07], Uil r-�JNFt»ItN--�T='� - _ rl� -5-�' -:. 2GF#- �.SP: CtifDITCH_ _•� ��� __ `� c: Z Z
r .-�� _ �• .. �- SP: CUT:DffCN_,?has w`?v!?v:.= `./':+..r!tiv.^,L'^.'u^, r"'�I- 'Y`•,`"'-r""�''". �'-'':'a �y+ .- F:A REMO
_ '%.rr.` „L--f'SEE DETAIL A f �.: �� •...� w _ 1 '•+'.. -SEE #TALL Ax, r`��- §G c - O Q
_ 4 \�'ti'r"r�.���t.N* ^i`.',s"u"-,,'V! "1"� •�` • \ !n J
33 sP. cuso T�A. �.'.�«-- -Pk�. -x ��.� - ,�!: �'^ En d
,.-..-'k""^k"-,r•_-,- 'cam% i! �'. r i C �1'"-___,____ _ - ---- o .80Rf! �X-
f.� lA OJ+. RI 1 '.� „1 �+ �-4• "-'..i' `1 -� ` __�` . .x 365714
97 Q 1 ?D SY F1't, A6 �•' / 0.EM0'/E 24' 0.CP �S' 1 \ (/53 `V _
Jr ♦ '� ,�.I� , .' / . , ! �,', �.r., r ti , SP. CUT DITCH ♦ �`. `� i I' r l �/ f `2a8388593 . - I s r- Q
SS t,i, r,' ,' /% I' •"�`� SEE DETAIL A 'P j}" \ 1 \ `� �i Q�
.l 1 r 1 7GI-A
-� ` ]0' 0.CP-1V �. - ,,y f 53 7 " n iV ,C CC
END GUARDRAIL 4 ` 3GM z Dp p c�
.40WW"FENCE����. i r. -NBL- TS?Slo.'16f94.72 c0 �G I.r_I
/-�-`STA 25fg7.89 1,'J I c) 9oRra8 ` + ,�I `Jj�'°• : .L. E:
STA 23+5OAO 75.00 RT . i , N 36582977 7T r ` ` V F^
I RT / i r ,'' E z483zz t s t I� or
(' I� \ /!j / : • • J I N ' 1 S 'L` GRADE TO DRAIN 1 \ +GRADE TO DRUM i /'Y '� ❑
1 f . v:. -N 4: '' T t + 4' \ , o + - i u ti �} E2 PO -S 4 65. , ` *e. �, GRADE TO IuwN e� h �\ ei 1 ;.oi ♦ C
/ fltr L L. SBRAMP 1TS'St4. II r51 RTJ /'l t'�t 1 I� 80R145 ;07 i ,� SP.Cp� DttCH Z wj g
S 1 N 3655%27 ! ' f ! 1 SEi 4ETAIt A (J O Q
k; 1! / i ��•'x..i-r-h: ,� 4 'i:� .. .. _,.:,_ / �` ,�v f`'`f Y., j Z.
,/ FIO E 248352-033� •I.03 ,I .'� r i 4 , r / z N a7
r ()
�.� f. _ _ � ! J i . '1•'. i////J F i � � -'� - /. - \� 'P 11 l r ' I / W W � l/1
}•�-ice,+' •',>•'., 1 1 •-,}j Vp t - � r= 141TT I
}'� _i- `r .. �Ms.-� �:{i 4l li:-� i L tV� --~�� -r - ` \ Oti< l3 Eeli'� f `,\ tf \ !• JI /! i Z ai m - _�eoRJso- l 1 / N / ; p Q
DITCH 7.N 35553337 r I44• li (ti!
I' / / >/' ` f j', .1 t), iE! i �` • �\ •r • ., .3.'^may --- .�_ , _ '-�; .. `„ �� F � X�3- I Inc"
~- �- i • f . i • i E,248366053 / U
r. . \ �� BEGIN TRAIL CONSTRUCTION
G /•+ l `1i�tt j ° _ �� TRNL & _'`N SJ�,
POC.Sta.13-t8Z98,r147.6ZRTJ '"`~�• S +, P' p�• ,�,:;� ff
:z i �� zu tn rn
'A 06 ,
r'' uT: DUCH dt c N r4 ~� :f
SEE DETAR'O, \ r( )
-•SBRAMP CS Slo. 14+8027 `\`\ <'(� ciiLINE�r _ -_ _ _ _ _ � < $ E06n
I 1 r 1- • \�' I f. % ilf ' y" ` 3 SECURITY ! .� _ \�j � � R ^ STA 19 + 00
t .1 r .�: t F f _` ''•/ ' CP!! FENCEf1NE /'' \ i` SB \ It' .-..--.•._..._. �i
AS NOTED
-GNWY1- PT t ! + J
.'-.. $ d. ,� gO.38
zf , e s v «t..k.:..�.
ARCHIT C7UR FExCEUN
C- /
N0 PIERS
r r t 1. ,\ \, ., � 1
- •
\iY`
1 2
4

{
EBRAMP- r L GAM1NY2- 1 /1�/..•"
��I J P1 SW 18+87.52� n �'� 2,5 0 15 sa
it % ,11 1 1 sl t' \Pls St, 11+33.77 - �`Pl Sfa-151,73.37 PI,Sta 17+5&58
PICRE:=. Du+d s LR� R Bs 14 19 262• / p•'= 2T 54' 331' lRTl Q = 15-13�46.8' (RT) � = 5S 16' 57.4' (LTl �'' I1111 I
-Yi Ls - 200OCY D = 15- 04' 40.2' 1 D = 19' 05' 549 �D` 35' 48 35 5' scA� w FEET I _
Z L°= 79.74'
L = 18510 ;' r �7 •� . 3E .
ST 67D7' \ T = 94-42;, �T�4(11fT 8921'� —� - = n
l R = .380OrJ R �300.Op R ,-" 160.00
- co
� i N � � l� � V•\ - � \! Rp t��l Fi � ; �. J'� � \--� ` 22,.Sd � .- � E � �I' - �-�� �`-'1 �� _I
'_���� ,�+�0..si'29'
�' oes f `y l \,,1 11i �r°d r•s �-r- v /i� <n. rr• r. `.
i/) �1_
,�-r r• ` TTdE7TE aDdcER RIE5 - 5 ;' l=� F�x� y-
0 •'� .. ,. ,;° � a R ac sa• � i �' 1 � �=r _ r"sc3�'�� ' � � i , -- 11 � 199 \ s I;� 5 ' c F39
� si
r J`��r -.��_ "r�sR / \ / -e0 C3 ~ E.r5ZLEsr 0
44 6I LLU1�R�W/F.
`, � '• -_� ` I z-s � M fi° d1.'SL � � � � q�q[� LixAi�
I lG j
��4 cxwErva,Es s c rul�R �,'"` �rx^'i � ! _ C
wOfiO OF E€E FE OwSRIP AtlN15T / L- 0 1 5 B8'00'3I'E5 x �- {1
� 61 *A ~ CC.+ti 1 \�\\ o I N n1/� Exit;EESE a - b05.p6• S
S RBA N•'�-
(
III IRA
1141
1� (j�71 ? "`•r-,..rC"'! 41. 9L1. 5GES
s jai
ry R5 SCH 10 i BR0•�m_IA-LT s onfRS Q a
] 31 7xt I _ t ) ✓ 17G„'` —i :C
f 7•
i
C ! _______________ r 1I �� .' ! �'• af• J = MEN1ER�Ori. RONNIE L _ w l
JSPICEA DESSE D. a .+� / •--' I ! • 5 tLxur,=U0N1� E 6 Ri o fJ . LEI TUCE NAVFA ►
IILL 1J ` .. BE I � - M411 J ��id r/��
{- `E��R_ ` .. 4—�.�- N'B •19 wn.zo' --T / } - _- -----_
•-z;;..-.. ��,�, .ti - /' I _ t- �y c>no4v ------------- -' Is = { �:,t,.�, 01:22',a PM 01:20:25 P ,-i7-2911
RO'3057' E r r `� 02-17=�rtT'klb" I'
` � _—� / zz.3a 1 3s c :z:or y zs.l6' ! FEXke
oo.00' t
I I y b ! J i �\tl E n4.�g 5 76'Si'DO' S 5 /
�'`t �, 5.: N e 71'0o w-cx r^� a woec la g2: 4i� rr.lb• _ :' oFE o f
KAT BARNES PETTEwAy - ? `5 a0'31'Oa' 2ie:aC' 62
V, , •'� DEaw ,. _.. .^:.-^:.- i�' `+� P3 _ SEAL
LE9. NyTYy =ems. 3°'
I' a
CAWP, � "t-�. j 3taa oznzz r
"�"t„ \.•• -. E��aP'-P- j � � �`�� ��; -1 N" 1 \1 _ � • � � \ �_.- �,[--I�`•--- _.�-'"" I ...� 1 � `•f'�LfNEE�f•a 4,yy'•':�aC IHFt%/•
Qi x� r 7 _ i , I ' 7u` ' Y 1 `_ -�tS \I '•4 r"�-.......rC�.�`• C•',,
ylf ass tio� 1 1 b rn art , i f .
N�' TRONE TTE f100 ER aFSLiY wRsAl
y��
Ili
SFr �� iii I 3 ti 30 �1 rox B' Cal) 7
v9 rT�' • i7 wl- 20 R j 15 5TE)[O �,I ' i� ' / B INVE5i0R5. LLC DU
1-�`w �qa,, II\fSe`LRSHaP�� NEB I i
.A \ i1':J''� ��r y°%{�f,1-` •`..'- r cAIL aaakEs 5x11TH .11 O 1 0V �. -.�_ W ❑ - 'I 179 HIT yANpv w HEIRS 5
\\ CiLL$Q.'p' \ �L\ Y•5. 1 e' IC 1 C4 _ } ErJ0ER50k. OhWIE L �- I N 5 - �� BR wN P0.TR1C� y I I © O
_ `�-�•"•,' \ \ -rl+. C �3 a 1 i2' Pr 1 N H B Sj I R ' THE�OC&E TRVSIEES
i COMACTECIRKSKJV
n° ��\, I NP °LiE6dPCj' rt ur }.m IS D W OO
N G_ , s ea-ao'ST E / . `� �. % \ $
'� \ ��f1aCCE5419LE 63.�0 _ K .q,: SILK /;/l� cl ` i `c �r,YA70G -5?•Cc
- , . _ r _ - _ - _ C 9L •Sti"11LGc8"OG.CO' - �. xl. ^ v , L} • x ,
� - _ s EO.3I D0•Es 1 x •�',. w•'IW
- _.. 15q'�1 x l,• \\�\ - I a 5 80'3r0o' E Lx 54;rr 1 I
{.F �•' `�-` _ �scza' - .w•Air_ _ ,-'�w_P �'+ p �� r09o• eESa!�__�` �EaviL�Rr5—� —si 31 DD• _i s Bo•�ro i Q
\ \\ `a, - - - - -r- - —_ _ _s`=1aR==°_RsE_ pR D_e ol�u sl'oo-E`
~
—�
N \\ \ � 1�L.-i� — � C - � � �.� � is � - - - _- �: I�'��P
J�E �',s 93.b0' N ICTnh
La,
51D0 RT_ ' BTrltEk-41sw wA:TR ---_ -- —� — — WVTWI W wrr
—.-. — �� r- �- ._-. --� Xs SSH Iw. JL&Ic,�. 1:TIA
CONSTRUCT Gage— emu\ \ + 4 4 — -- —_ 3�
AREA ACCORDING \. "u \ \ NC 24----��r� r�--- , sa z< �,su.� ter, ww ,,d,s CV some
TO NCDOT STD.?15.a9 `,z \ \ 55.06' RT ~—.� ' -�— 3-��--- �— �_... -- —---�--- --
R,.
��� djr RCP .rPE CFLc°�+r;
vi, \ IB• RCP-N I �a + 46 >�Y - __ - - __-.)"-._ mac-- '-' —�'`+ ,�-._. _�y� i—_ (
Lij l' s4 ::W \ 1a RCPaV �I --- _ �itR C i"�--� � i� — — u ownnvo fdeau:vT
;— �� r° \ TB la 5524'RT
Z —��..A 1GFA-2KPo "R"1"� 43.48'RT��_��— -- '-------------- E
TBDIi_ �-� 60 - (060W i Z
1a• - w � _- -st. T5. 1t[P=11'��- _ ��� .+fly
058 — -� Cn 4 -1'w — ��— -'I;Cu �:E.E::E-OLL;. .i :Br Z
I 1B RCP-fll\� r1B- lr1Fi -� `�\ 1BDI ,�,C 'IiTBD y_� —��k�_ W
V _— —
-•r.-' \ TYPE 8-77
:T.
GAAU-3504 RFIAOVE PIPES !^ a5E r \F5 1G �� _ - - �-
ose xGw _ � }y - If .�'----'-�'- '_ '"' ,,, "cOLux AND EXTEND
-- � �'a x., P 0601 �
054 .\ \ `C\�~ 064 �1� �1, ��,' 'v' 1 `� P+,15,•-,v.•.-•'-'L"-.•-.+•t,.,-,�_r-^v�!'v"'�r"Le:'?-�.� .L
'~ G 4sP.CUT wrcN ' \ mow. /- t_ —� r -c,----,1 `— _ \ — U 4 z N a
1 -NC14- +50.00 i 00 O J
I ,sFF pETM A I �I� f8URlS2\\ SP. CUT. pITCN / , i 100.00' Rs. 0411 1 TON RIPRAP Cl B' / ~-t Cl) 4. 2
�. IX 3656fi8A\ 4, \\�\ SEE DETNL A 1 ?~ i ,J1 + 6- `-Nc1a- +oo.00 'I , TRAlJS1TION O` S 5Y- P�L !r �r a 0 r �,
E 249df7sy3 €? `! tlo.00 U.
EBRAMP rsc Sta. 12i00 i 2 ti \ �� ` �1 0 }
-NC, 24- POT�Sta.37+70.6\ �! I /� } 1 U Z c a
- `s 1',- f-OR.INLETS 0540, 0546, O6W;66 01 AND.-0606
j lil �� EBR P- ST Sta.,10+00.00'(57' RT) sEE sPEcu INSTALLATION O64AITS. set ST7FFT '1 \�. u.l
y ` i `t i����� ��\sn�a ��0 co
a.r-.h es f� " \j E Z
I ` `�\ ~I
Imo' \��\� z v
J' ^~� j �y (t C„i_ ./r\�/\\'✓ a i.ti!�� ,'k I % \ j _1• w u Z z
PROGRESS ENERGY -EXISTING AERIAL POWFRLINE � u
I \ U� �W x i ✓�-' � a; ���-"��. MS.SHEILA TALTON TO BE REMOVED AFTER ANEW
[phone] BURIED POWER LINE HAS BEEN INSTALLED a
FROM OUTSIDE C/A FENCE TO OUTSIDE C/A FENCE.
END_TR4ILCC'hYSTRUCTIONY Z6
_ PIEDMONT GAS - EXISTING 8" STEEL GAS MAIN (HP) TO REMAIN w
6NIyY2- PT 5td 18+07,70 > �/ �/ =—r DANIEL RHYNE !N PLACE --
��— i �s Tq ��� - - /.�� / 1 -7222 �bs Nano
/,. MR. �.�E.
l�
- (252 39 EP.�L�r PUe
6
nlsa ;en:4. w.
'-�"�''�:-t--� -•-,, � I �- � � ' - -�-=-=4�,=_�- �� �_,:,-� � BASE TELEPHONE CONTACT -BURIED TELEPHONE CABLES
Lr'G� "' — — �� 1-- MR. JIM BECK (900 PAIR.400 PAIR FIBER OPTIC) / s yi �I : `•i s� /, i j — — — 1 _ — _ _ [phone] WILL CROSS PROJECT
t� -i—. zT or Ira
- - -,- - - �— �__
~� r f
— --- �' ' � '' ��`�;?--��..__1—.•��f_- ,�--� C�172

01\117\1111.MY pro�2
J\mcbGl-udd-ray-i5sr�-r-nc24-03.cig-
jmgpUOr
r
I I
MATCHLINE -NC 24- STA 48 + 00
91,44 -, T III
+70
--------------
.......... ------- - --- ------ 41
..........
'4
I I FF � IJ Il f � � ...�_ �" �',�X i _ IN �
t ,
H
!j
Z—
f7l) IL
—5 09
a C)
5
90
Ile 4'
1$ STULD 0
fir, I
rP,
J1
'4p
II 1 / � \ � �i r 1 � I � 5 1'Jf.�S *^`-^...�, ^..��. 1 0
1007 s
0i
x
OT
PIP`Ir{r
v Y
".0
J--
97911, 13,
, tg
d5 x 1 W\
g"
cl
, T&I
�6 LF Ir
rj 11, (m
ILA
j
I
L
'j
Y
P L
rri m
r Q,
-4
_nII U
7� . ......... l
In .M
9 3r DEPARIMEJ17 OF III IJAVAI, I'ACUM5 ENGREEIRING COMMAND �5
NAVAL FACILITIES ENGINEERING COMMAND MIDATLANTIC
IM UVAL SIAIION NWM-. 0
rn
MAR14E CORPS BASE. CAIAP LULUNE JACKSONVILLE NC . , — . I I III,
C.,
%-4
FY10 MCON F1382 21 21
New Base Entry Point . ......
vl�
NC 24 RL4N
1

c
I I L I J
MATCHLINE
-SBL- STA 19 + 00
OD
70 � `` H�365522.s7a 35B RT �•• a-Y�':' �n
2483389i3`ro
CD -S8RAUF- SRS Sta.16+8027N 365378rr..', 1E ;i. rw•,
O 3 SE
COR7TY
c C-505 FENC£LINE
/� �'• r Sr. CUT UTICH i
i 1 SEE DETAU A • ` } r
BEGIN GUARDRAILca
17,+31J8 ? -SBL,-SC Sto.19+24.43f
22.00' RT \ > t _Al
BE4'NlPAYFMENT
BAS'E ENTRY:ROAD�M['
sBU STA.•2l+0O.00,�' v: ```ir ' \
N5 365346.63-
i
r•!. - :,:pRCHf>=ECT(IR.EZ jE1JCE ^� \ :6EG.PEb.CULVERT
,�PIEr--.� `\ i,:�•GNWY2 51AxI+62.45•
SBRAMR-•,5C`�Sta. 18+8027
%--6NWYt- PC Sto.14f80.52 \ - -
}�` r -GNHY1- POT Sta.14+8835
S~ _-GMNY2= PT Sta..1011100A0
'ram^ PEDESTRIAN CULVERT �I i
r x I -SBL- CS-Stu.22-f Z7 eoRr47
lj\'"' •�,,.,�. `. j"- `,•�' 1 N 3652O4B7
-SBRAMP- PT Sta. 20+68.09
/ARCx1TEC7URgL
l NO PIERS \ `
ii LAT. DE AIL 2L
i /-GNWYI- PRC Stu. 16+81.27 sEE DETAIL \
i ' ENDD GGUUARDRAIL\\ � �, ' \�\
21+67.50 �: +-SBRAMP- POT Sta. 22+12.9P-(48' LT )__ °
Y.,
22DO' RT SBL, $C\Sta.24+22.67
`-GNWYI- PT Sta. 17+99.27 L
\v,� 15 TON RIPLAP-CL-1\�
SY FIL FAB
ep�,� rcy
a1
" LHURAL 55
CE NE SCUT CITCH
SEE E
r..f .QQ'tT 40 .s,3 l' y~ rf/4,^..'• V���
224 LT'
2 TON D
V
to, J� �C\ 7 SY�'FIL F 8 .
L_J JTaj ZIrbC.CJ
7 I `-EBRAMP-1CS Stai 18+72.03 1
L5' ` OSB �
END GUARDRAIL/END S8G
2 TO 18-163.00
�+ 4` 7 SY,FIL FAB I I 22-W LT
SEE L1ETA ..CH ! NBL- SC Sta.
_ -SBL- POC-Sto. 2 +26.66 BACK=
-NBL,-'POC Sta. 25+t5.63_.(2Z LT.)_BACK= 4)
\\ INBOUND ALIGNMENT POCI Sta.2317925-•( RIGHT)
co
0 0
CB b.b
`t �� lbxti
S
N: 364898
Er \ -
24&
Pis Sta 18+5129 PI Stu 20IL65.00 Pls%St0�22+764 PI Sto 24+7467 EL120
Bs = 7 52 4I.4 A = 19 55' 27r (LT) BS 7 52 41.4' p = P30�04J7 (LT) t �� \ �N 364s67
_Ls = 220.00 D = 7' O9' 43r Cs = 220.00' � D r 26' 36.9_ ^4Y' � E. 2483562 �1
LT I468Y L = 278J9 f-LT = �I.46Bt' �'L = 103.99 ��'/ EL 16.86 / 1
ST 73.97' T = 14052 ST = 73.47' / T = 52.00'
` R = 800.00 �r % R -, 3.969.00' ��' j E is 35 o
-NBL- / '-�/ r�� \ ST.� EASE OITCN
Pis Sta I8±4155 P! Sto-20t3958'n�. APIs--Sta. 22+35.71 €, PI Sto 24+48.94 1 ` �I SEE'OETAIL G
Bs = F 17' 34J' L, _ . I8 39' 34.3' (LT J -;Bs -= 8 :17' 34.r L = (I`56' 11.4' l
Ls; = "220.00' �� -D ; = ..7' 32'-20.1'_„ L3 ,220.00` D = 'r 27' 05.9'
�,LT•'= 146,83' L'=-247.51' } LT=�146.83' L = 133.40' I ` E:2 B3 26;'
+ST = 73.443' `` /T..'= 124.86'- ST=,/73.48' T = 66.71' ��-' EL 1524 :\
1l \ \
-SBRAMP Y\`\-GNNY1-;�l ��.:-EBRAMP-
- - \\ ' PI Sto 16449.44 Pis Sta 19+39:U' s
�P,is Sto 18+13.61ii P1 Sto 19+7420 P! Sto .15+8123 iP15ta 17+4033 Pls Sta 11+33.7,8
'es �f38 133'; �0/= 3 09;282'(LT)�.-p = lf30 O66'(LT)i = 6'43',378'(RT) Bs = 14'28'07r = 9Tl9'Q21,.(LT)` Bs �I4 28'07r:
D '= 5' 43; 46 5' i D = 14- 28' 071"' 'Ls 200D0' N: 3646;8
�Z L.s'= 20ao(Y'/i" D = f 38,13.3'� D; - 5' 4Z 03.9' Ls = 200-W % E:2A33495
L - I87 81;' j =��� L =\ 200.74' i L` = 118.00 LT = 133.78' L i 672.03' / LT = 133:78' �; Z
Ll-14.00
�ST�= 66.67'1 I ---T 93 93' `� 1 T = 100.7Y 4 i T `= 59AT ST = 67.07' T ', 449.44 -ri ST.-. -• "67 07 /; ' , }
-R. 3,500.00' R = .1.000.00'L • R �I,005.00 R 396.00
CJ
0 25 50
1
bo-L.0d SCALE W FEET
PROGRESS ENERGY - EXISTING AERIAL PONERLINE
MS.SHEILA TALTON
TO BE REMOVED AFTER A NEW
Y919) 981-6126
BURIED POWER LINE HAS BEEN INSTALLED
FROM OUTSIDE C/A FENCE TO OUTSIDE C/A FENCE.
PIEDMONT GAS -
EXISTING 8' STEEL GAS MAIN (HP) TO REMAIN
MR.DANIEL RHYNE
IN PLACE
[phone]
BASE TELEPHONE
CONTACT - BURIED TELEPHONE CABLES
MR. JIM BECK
(900 PAIR,400 PAIR FIBER OPTIC)
(910) -151-9432
WILL CROSS PROJECT
fA F1 20:32 PT1�.r1 1
SEAL
021122
MACTECIRK&KJV
9TW¢ll -G WR
Ks ASH 10- JLB lc- MTN
wa toms
n.w� w..•[w
XF
swc. w-,y sOe�urv=
g �
u
o u e
[.;
�Z
5
0
p
-
y
s
�
5
Q
J
I
�
p
C4 L
C
z
Md
a
�
0
�
m
W
Z
0
11
p
w
z
L)ce W
^
W
Zia
<
Z
j5
� m
O
�
m
W
r
>
V)
J
Lr_
r W
U Z
o
Z
s
u
m
J
m
o�
moo"
s j
t
��_
Z _
z
lA5
NOTED
c..accx rw, P13E4
s tl 29 0[ 178
C P174

1 i 2 I 3
J.
,, �—'-•� �'1=� _- � f , � �,g^.ate �� �� % �����-" �%
In
BASE ENTRY ROAD i ;' RAMP D MULTI -PURPOSE TRAlLA
TRAIL Il P1 Sto 150 f80.64 'PI Sto 13+42.33 Pt Sto 19-f7532 SAY 27+98.62
F PT Sta. 13+82 68 47 = 22 25' 43� T1 ; r 4A = 22 3P 42.4' (RT) Z = 25' 31' 42.4' (LT) L _ /0' 55' S8 fLT1
D = f 16' 23.7' D = 5' 04' !35' D = 4 35' 012' Q'=,f 28 088' ` r
L = 1,761.55' L = 444.31' L = 55694' L = 744J8' r L
ip RAMP. D T = 8922CY T = 225.06' T = 283.17' T =, 37322'
\ PC Sta.18+90:4l4�_ R = 4.50OD9 R = IJ30.00' R = 1.250.00' R = 3.900.0 f
` �f \`�x'�/.�-�i ,' f?auP o POr
\ ` ` 111CIAL�CUT DITCH
SEE DETAIL A `
_ ,,15 TAPER
y+ PC'Stol MH88.44 ------
_ 1 L
w 8w
/2' I
/2-
U � t
S 12" a�N� 1 �► 12'
MIIIIIIIIIII
•N 354729.01
�' 1 /r'� F 2489049r
L 71
— END GUARDRAIL
141
56.9V? / ' 5 TONS sY Fa RIPRAP
W/14
�1fa�O
rT. GRADE TO DRAIN
BASE —ENTRY ROAD,POiC STA 151+00.00 (47"L-T-1,
LATERAL Y DITCHSEE
\ �'
DETAIL C
I 1
I
'` coNmlucT GORE _ �
A7lFA ACCOIID'ING N ,10' /5
TO NCDOT 57D. 225.03 f� ��-_.
sEl
4 f 201 fs
BASE ENTRY R6AD2 \ j
12' •� j
' Bi3R37
X 354�f
354429J2 \ N_354127T7-
E 2489082.03 \ 717 \ _E 248912529
215 0 25 50 $
SCALE W FEET
r'
/
/
/ Rt:?1:58 PkL 01:20:37 Pj�T 1
L! 02-1I- �i {-OF
Z�7 a'fia�r'o 455
a33184 I � 021122
LATEMI V DITCH Q,�rf ''J-/1✓ l.. �s
SEE DETAIL C
80R39
N 35354198
2,189216.,29 MACTEC ! RKBK JV
GRw 350 [ —Ell
75'W v 12 f ` 1 f2 1
218
v
421
,m
uY?` 'uTERAV CLTcN f
\ 2 TONS CL a RIPMP BEGIN GUARDRAIL
LATERAL•v DITCH Wr7 SY FIL FAB
SEE DETAIL.0 151415.00
2a 11-1 57.00' RT
t
� 7
954 ,�%Nyi53837A0 r* r n, = � f
E�2489136A7 �• �'
2 TONS CL
W/i SY fit
1
TONS 1ARIPMP
FU
W/104 Sj Y FILFAa
1
'END GUARDRAIL
l; f'r ' f 570CT:'RT
�i
F I ` � F 1� 5 �• � l�
F
SPA 1155+00.00
N 353577.75
y
o
F.�
T
_
_
L1
L
� d
�
U
C
O LL
w
z
U (D
n
W
a
o
Z
aez
cr
u
3
EEL
I
z v
Z4
w
LLJ
z 00!
WLLJ
�.
m
VV)
Q
G
a i
c
all
1
� 4
AS NOTED
EER0.ECS �q� P1384
xavr.. ax N NO. —
33 I i.`.I
CP108

� 2 3
I
St
fL PItiO I L+
I
a
JF
i
I
I
I BEGIN
FUTURE
GRADING FOR
BASE "ENTRY
I
N
ROAD
MAIN LANES
I
I
YT
STA-17+
(SBL)
75.00 �----,G
-
PGL
I,LEV 4r20'
I
I BEGIN PGLrENDI
FUTUREIPGL
1
"
~
BEGIN
GRADE
PI =
EL =!
I
I
`(&+35.00
46.3.c
I
1
I
I
I
____„
BEGIN NEW CONSTRUCTION/
END PROPOSED
BASE IEN,- ROAD
STA 2r+oo.00
ELEV 138.94'
GRADING
CSBL� nlRrx LANES
I
I
i
I
SBL STA
—EtEV:=1-4$36`
lb+8500
-
i
i
VC =f
30O'
I
I
I
I
50
K =
�49
€
! 50
9....
4a
30
\
I
�—
--.._..__
11
I
I
I
I
GRAD
fBOT041
TO THIS
OF F�ITURE
!
i ----••---_ •-_
.....
i I 20-.1
j
UNE E
PGL
O BASE ENTRY
I
I I
I
ROAD (SBLiIBL Pt- 24f36A0
1 'Et - 26.87'
! vc 18�! -INBOUND
I !K 68
j I
I ( 1
END GRADE
I
I
I
I
j
I
40
I
I
3a
03-48.4a
GNO
5t_
l 033184
;_ ,,�
`_
_
j SBL STATz5+26.66
ELEV.= 2855'
AL1GNiblEN
'BACK =
STA23
7425-N
RT) AHEAD
I
I
:45:32 PM 02-14.2011
-05
_ 5 °��•
- `°�
'
_ 0xnsz
-
-
-_ -- _
f
I -____��-
--__
P�11/�1dEdfT!_
BEGIN !LAT.BASEi DITCH
-SBL-t STA2I+3864 L
EL - c9 30 I
----'----------------
_
I --�.
!i
4
-
•:
i
EXIST GRADE
I
--------------
I L=729�87i
® PGL L C-x135O0%
I Pt-25-tOO LT
!-lB.OD-_ I I (t10.7407%
-
-1(Y398X----f�
I
I
-
----
20
.,SINE-
, .:.M+`�
--
-*'4,LfkCjN4t�:
°:
w„•">;�,ot`�•
�'
I
�
BEGIN LAT.'u" plTCH
-SBL- STA 1+ RT
••--....•
...••---.
....
� AT. "V" !T N I END
-SELL STA125+27 RT -TA'
I
LAT. B I
E 01TC1
+27 LF;
a
1
DV
t o
I
ELI = l8.65 I
I
I= 17 EL•
I 0 1
= r$.2o l
I
10
l
17 I0o
I
18+QQ
`
I
19+00
I
20-�00
I I
! 21+00
22+00
I I
I 23t00
I
I 24+00
I
25+00
I
I
I 26+00
I 27+00
I
28+00
I
I 29+00
I
I
30+00
1
MACTECIRKaKJV
N'
L PR'DFI LE
MF Gse
_ I
I
._._._!
_ ..—.i
88GIN GRADING
FUTURE BASSI
ROAiI (AWL) MAIN
STA.117.+7S.00._l._
FOR
ENTRY
LANES
I ------I
I
I
!^
.T.-- -- - ---
I
I
I
I
_
.—.
---•—
1
'
I
---
m.n. rwou YTY
V a
r g
j
BEGIN
NBL ST4!&+85.
—ELEV.=
!
GRADE
I
-46.36-1
EL
VC =1
K=
PGL .ELEV 47.20'
I
35.
46.89'
30O
J49
I
BEGIN PGLEND;
BEGIN NEW CONSTRUCTIONU
END PROPOSEDGR
ESE "ENTRY ROAD
.-(
STA2I+00.00
ELEV 138.94'
I
FUTURE i PGL
DING
. _...._.
I
,
NES
..
g
�
I
I
I
5 Q
p 3
N _
Wa
Zp=I8
O
u
N Ca
00
iL
Z C
v1-1
�J
O
Q
50
I
f-1O9794%
{Wm�(
I
I
- ..I_-
BASE ENTRY
ROAD fNBLBL PI
1p
24+6.00GL
20
R
Ez BACK
S_
L5TA23.t725-(23ff
RTJ-
40
�i
sJ
_
I I
GRADE
TO THIS
-- -
20
UNE I I
I
I
I I
j K=
I
76 j"
I
1
_NBL
�LEV.= 2915'ca
I
I I I
I
I
I
I
z
J
Z
30
i 1
(BOTTOM
PaV�rEJ
OF FUTURE
EXIST
13RADE
I
1�.�
PGL
, 22/
f-J(}500%
I i
IjI
I
I
!
I
I
30
� J
_
m
G
2a
I
--
----- - --------
- I I
------
I
I �
___ -
I`
-
__ __ __-
- ---
- ____- ___-
---
------_
_
__ __
- -
- " I
i
2 Q
` -
Z -
z
1
AS NOTED
10
I
I
i
l
I
E
( I
I
10
.............
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24 1- 00 25+00 26+00 27+00 28+00 29+00 30+00
12526341
175 .87
CP221
— -- -0: .
I
2
Q
5

4 1 5
1 2 1 3 1
NC
24 6TCH PROFILE
20
BEGIN-SP.-CUT- .DITCH
20
T
-NC 24- STA24t13 RT
� s
EL = 9T0 1
10
r+1278851 i
_
10
I L
� A
1 t
END SP. CCIT
DITCH
�F
-=E
-NC 24- STA.24t65
RT
EL = 11.15
�^T
0
0
I
I
P!= 19+05.00
24+00
25+00 26+00
EL
--
BEGIN
CONTROL
{-STA-lO+00.00�
SBRAMP
15.81,
PGL
j
I I i
i1
PGL La 58RAMP
I
BL
1
VC =
K= 3.5
3 a
P1 = 21+35.00
J230'
F-.7scoTA-22+1292ELBV
SBRAMP
TROL
V 30.90,
PGL
�EL ��
5Q
I I
; PlT14t15.00
I
{+1520o
/
(� 4.7572i
1
VC = Ila
K = 50
50
�®
I
--t
4O
Pr = 1l t45 00
EL = 1755, i
VC = 55, 1
K 61 i BLGrN SP.CUT
�
DITCH
EL VC - 325' I
v K I i
vim -END-SP_CVT-DfT-04
. �- rtJ 11667% - �A(3t70 LT
TE it I EL = 7,OP !
�
( I
+i52pp()� BEGIh�r-SP:GtI D1TCH
i - AM - Al f?TI
i EL =
EXIST
I
I
ADE @PGL
I - 75r2i -
125�0%
I
40
I 03.06 as P
�34,W
�;+
= .`oEe
s
s r
3:as:34 PM 02�11
•�„„n
S,r` � W-•- :.
`lo�4i5!
30
- -
Et = r6_ 8o
- I y -
- ---------------�-
f+} 157 14%
►---
I90_-5
_-
--- ------------------ - - ----
" ._.•
y
-------------------------
j-
I
- -----
--------------- - -- ---I-
30�
-
03
-
sa _
-
- S 011 2
_ s
+
LT
I `
PROFILE
20'
j�
20
t f J0 3000%t
--_-;
i
I _ ___----_ - •- •. � _..... _ .. �.-
I -_....._.. --� --_.-----.-
1 -E_
(tJ02857i
724+% I PJ. STA 10457
BEGIN SP. CUT DITCH EL = 13.52
-SBRAMP- STA10+00 RT P .
EL =
%��
_,.
.. t
A.13425
!4 2Q RT
�+i'0.6'444%(+11
I ...
J 0 85Z I I
8 CIN 5P. UT D1TC
.- •+J f.8222/. SBRAMP STA14t85 RT END 5P_CUF
1 BEGIN LAT.1/'
-SBRAMP,
END SP.CUT D1TCN EL = 18.50
-SBRAMP- ST 0.13 t70
@.58Z¢
1
�
pITC1
D!7 CFl
- STA 15 J30
-
- 0.77277
END
�T AC t50 RT }
�. . EL = I9.63
n 6
RT. a
" "
END 5P.
-SBRAMP�CH
- srai9+20
EL--
RT
RT
18.65
I SBRAMP
I
I
• ,'•
;; T,w ;
'//
Q�
10
I I
I EL j= I5.02 RT
4 W I
I
I i
i
10 1
(�(l
10
00
11+00
12+00
13+00
1
14+00 1 15+00
16+00
I
17+00
18+00
I
1
19+00
20+00
21+00
I
22+00
{
23+00
MACTEC I W&K JV
iI
i
�
C 24
DITCH
I �
PROFILE
I
1
1
I
I
�
I i
�
iSR R.WwIpA WFll
30-
-30
s1w
t tt
I
(
I
RSF:
JLB 1oe
11T
I
-20
(
--- Q 3600% ) I
--._-•- --
1 I
rt1
I
Q 3095% I
20
E
I
-
w..�
2 _
S u
o
'
f
'
-N0
EGIN SP.CUT
24- STA32+75
D1TC I END SP.CUT DITCH
R, I -NC 24; STA.34+50 RT
1
,
I
BEGIN SP.CUT
-NC 29- SF
JTCH
I
N
5PCUT DITCH
i
I
i
37t75
i
tEL
= 2i.55 I I EL -i 2218
i
ELI = 20.65
-NC
EL -
24- 5TA42+50 RT
22.12
32+00
I
33
00
34+00 35+00 36+00
37+00 I
38+00
39
+3, E
'
50
I
50
w
'
= z
N ' C
J
L
�-
I
I i I
i I
I
i
P1= 17 .47.38
I
END EBRAMP
CONTROL
STA 20+72.43
2939'
PGL
1
40
BEGIN EBRAMP
Co
PGL
I
I PGL 9 EBRAMP
PI = `i4.111om
i i
!
8L ;
EL = 35J6'
VC = 238'
K= 44
_ !
FL =131. 0' EL = 30.17'
VC = !19 YC = 5a
i_�
K-= 349 K =-133
ELEV
1
jI
40
O
c9
M p0.
Z C
0
L
a
m
U-t
CTA-ro+oo.00
ELEV 24.02' � I
PJ= !lr50.00
= lOt35�KJ EL = 23.55' I
I Ei = 2268
1 VC = 340 1
j
1
(+)370W1
/ (-Jlti94l%
I
I
(-)1.6941%
I
i
! I-J20353:
i
i
I
I
!
z
m
W V h
30I-VC
l = 2454 YC = 15a I
= 30 Il
I K = B4 i
-1 f
___
_ ---- I
!
I
-- 3 JJ
-'-�
(-A6585%
I
I
a
z
z
y
w ao
t Z
`^
EXIST
GRADE
P PGL
I
1
20
i
(-108652% I l 7a34GG---'� I~
r-i o 3or�
4
t-IQ3346% I (+)3�/
___
1 --- '_`-_`-----C
----------------
s
---- -__
-----
-- i ------
----- -___
-
-- I
I
I
20
<
Li
co
N
nt
u
- -
I
I
NCH
i
BEGIN Sp. CUT
-EBRAMP- STA O+50 L 11
I P1.ST 413+00 END SP. CUT DITCH
I i i - AM - A,14+50
LT '
10
< w
1 O
EL-=-20.65
EL = 19�
L-EL-=-20.74 I
;
'
Irlj
EBR,,AMP
PROFILE
I
E
AS 140TE'O
Epneer M,
F-13E2
f
0
iI
I i 1 I
f
I
I
I I
i
O
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
n.vr+c oanwwc no.
25$s3gz
SMES Z 5 [r 7$7
CP222
p...cn.0 .cvbww �p wv,• POPi
1

1 i 2 i 3 ! 4 ! S
fHIM,
L
sl E
I
N
60
#
PI = 138#2925
EC = 5527'
BEGIN SE TRANS
CATCH�E
PASS POINT
�f
f-T
bQ
KC=-.9 80
4 D t
FTIUO% PC
T�
'
i
07
50
GRADEtt
BASE ENTRY
ROAD MAIN
LANES
PGL P BASE
ENTRY ROAD
i
i
-+_
N
50
�
4T+2iT1
l91+88.44
I i
�
40
STA 129+00.00
WV 25.68'
Ph=-l31+0500
EL =
I
30
—
---BEG!ABRIDGE
-- --
---- - �EGlN_APP_ROACH�SLAf��
NB
----_---i
PGL STAI
----
-
137.1919 ���
I I
ENDAPP?LiACti--SLAB
NB PGL
STA 138 f83.89
r
40
11
FT
30
VC390'K =
126
105
----N81
DUCK OVER
8REW5
P-GGrST-A
ELEV
ER BLVD. .
137+43 3B ���
47,Og `
BREWS �ER
BLVD
END
OVERT
N8 PGL
'BRIDGE ECK
BREWSTER_BLVD.
STA I3B4-59.73
_
L1J
Z
30
m
1
i
----_----
}
ELEVI
47.42
AC
20
-----=------rJ�
•
3 f
i
-�_-__�'_-_--__
_
-------
-------- ---
- --'_—
_
2Q
3:45:38 PM 02.14.20 l 1
nypr
EXIST
GRADE 8f CL
I
I
i
035r,,..[nun,-.r/�a,p��
ti�"�
j—s—
10
_r yoEtS3Jq�'s
'6�i
oanaa T z
•
I
033184
; s
�
0
I
I
i
i i
I
10
129
+ 00
1301+-
00
131
+ 00
132
+ 00
133
+ 00
134
+ 00
135
+ 00
136
+ 00
137
+ 00
138
+ 00
139 �1 00
140
t 00
141
+ 00
142
+ 00
A —ill
I
I
MACTEC I RK&K JV
Ic
!P lLMYpU W'�C
I
E f
�f
�s -SH 6m A8 10 YTM
� rYiB
60
�
60
+
:BEGIN
FIJLC SE
w�
uru
I
RIGHT
OUTSIDE
EDGE OF
TRAVE&AY
a U
�
! !
I
!
I
I
I
I
I
BASE ENTRY ROAD PGL
J
50
____-
50
z
14
EFFT-Sl!
EDGE-GF-TRAVELWAY
-28%
END PGLBEGIN
END NEW CONSTRUCTION
BASE ENTRY (ROAD
STAB 155+00.00
ELEV 26.7T
FUTURE
MAIN
PGL
LANES
40
40
_
W
Z
l42+!l.29
=
P1144 t81.75
EL = 99J7'
VC_yW
7
- Y
ti a
w I
? a N
4 Z
m
d
LJ
�
K = 108
30
""�
=
V
7q�0J
PGl c BASE
i
ENTRY
ROAD
_ ..
PI =
EL ;
VG-=-150
K =I
154400p(J
26.41'
231
30
CL
O
Z
z O
}
a
o
20
-
1)0-30001
r
>Q_sooQi
{+JO.
--_----
500/
---
20
°C V
z_ U
'V�h
0H
O
-----
I
-
................................I-
-
--------------
-----0 .
-------•--.-----.._
-----------------------
-----------
-
--------------------
_
+-- ------
I
I
_----- ------------
-- —ti\
64
I
---------- ---
az
W
10
I
-..--
-
I =11
10
.W[(-J00G0%
0
BEGIN SPECIAL DITCH
BASEST NT 4 i{►OAD
E �EV l65O RT
BEGIN
SPECIAL
BASE ENTRY
STA I4&+OO.GO
ECEV
DITCH
ROAD
1850 LT
,
EXIST GRADE
R CL
PI 45/+00.000
El = 14.40'
RT
Pl
EI-=_12.49
q0
PI =I52+34.Of0 END SPECIAL DITCH END
El = !1.&!' RTJ BASE I ENTRY ROAD BASE
=151+75t700 STA 153+9423
L7 CLEV 17.001RT
+—
152 + O0 153 00 154 j}+
SPECIAL DITCH !
ENTRY ROAD
STA 155+011J10
�ELEV-!i62(Y-LT--
00 155
0
LL
b z g
142
+ 00
143
+ 00
144
+ 00
145
+ 00
14b
h 00
1474
00
148
+ 00
149
+ 00
150
00
151 +
+ 00
NorEo
f
i
I
I I i
[Poacc. I7B2
ry......._.P
CP223
I
3

I
L
B
1 i 2 i 3 i 4 5
BEGIN
1
END
LOOP
C
PROFILE
PASS BEGIN
SARU-08D%--N+C-5---
f20%1 __:-_12iO%1 I
03%.......•• ..
-0.3%125%1
1-2I0%1 (f2A%1
-8.O% j..- -SLY--- + - ,
iO+2889-1p+8&82
10120.89 11:'Or.79
FULL SE
I �
I
I
i
t £DGE�r-FRi4VELW;Qo
LEFT OUTSIDE
I RIGHri
EDGE OF
L I P C PGLI
OUTSIDE)
TRAVELWAY
I
FULL SE
_ I
1643;F.44
P1= 16+29.25
EL = 44.37'
VC = 12r1
r+r1,40007'1_
I
NCII-�E�RANS
-I 25%)
-8.07
17+9 49
END GRADE
LOOP C STA'17+92.44
ELEV.= 46,66'
E
�-
YT
sk
�
50
I
+64AO
50
40
BEGIN
-LOOP_EC_STA•IO-f
GRADE
B9
it�7����
�r;,_
+`
40
��®,
ELEV.`---
2I.3r
30
EL - '19B9'
VC - '3Q0
K-= ]7
�5Q
_i
` '
,
++
I
- D3310l
ter••"y�' i✓✓t
7lfa
30
ZO
3:45.r PM 02.7a-aor r
'•o,
i 021112
`r
2
- - _-_
f
r-l0.30217 �-'4.00OO
��I f
10
j
ENO SPECIAL -BACK -OF- IIURBI- o1TC'1
DITCH
STA 13+92.4,4
Ell= I.3,127.44 16J5' LT EL 18.75' L�
10
0
0
BEGIN SPECIAL BACK
LOOP ClI
STA
ELEVl 16:86' LT
OF CURB
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
MACTECIRK&K.Iv
DAMP
D )DROFYLE
72%._•
--2 8%1 •
-2B71 ?
--7:2%,..,`-
11
1O+tJLI.00
BEGIN
-
SE TRANS
`
O+b8:64
(
i
I
I
{{
f I
BEGIN
FULL SE
LEFT OUTSIDE
EDGE OF TRAVELWAY
EWD
FU&
s• SE
END
k
SE TRANS
-
FULL
PASS�THRU 0%
fENb/BEGIN SE1
BEGIN
SE
_2 ' I
��"':
_
18+07J2
56%
-5.6%
BEGIN
FULL SE
I
i
19+32J
jl
I
I lu�ynsxw�.�
RIGHT OUTSIDE
I
�E OF T AV WAY
LEFT OUTSIDE
EDGE OF TRAVELWAY
ENO
I
5.67,
, -5f%
PASS THRU
- --
t
;:
O%
- -
SE
N D SE T
:::' 03"
-a-3;
4N5
= I:- u�u
n� we
!
r1+75.60
I
RAMP D PGL
, ,
RIGHT OUT5lDE
EDGE OF TRAY LWAY
I
15-103.25
.,.. Sua
a, •� cse
uru
3 u is
z
a "
V o Y
c
J
a
�j
Q
cr
°-
I
17+6248
16:29.66
2l
f65.37
22+90.3 �
22+97.06
40
BEGIN
GRADE
P!_j
13+15.00
{JI
1
jjj
E
PGL O
E
I
RAMP D
CUT DITCH
END GRAD
RAMP D S,A +97.Q6
E'LEV.-23J9'
j
Rr = 21+cg0.O0
vc = 2283`
VC-2Qq
K= 234
40
p.
u
W
z
z
--
w >
Z a
o d
co C
Z C
O w
� a
ao
y
U.
�
__
L,
o
J
Up
~
co
m
--30
20
10
.�_ f
--RAMP-D-STA10+00
ELEV.=
__�-----_
2684'
j
j
I
_
I+10.3000%
EL - 27:59
VC`- 400'
x = 471
f-105500%
[[t
I
_ ___-
30
-�
1
-.
L---
I
r
-
- -
EXIST
- !
GRADE
CL -
z------=--
-------------
I
BEGIN
RAMP
STA
ELEV-17.75'-LTF
SPECIAL
D I
17rO0.0O j
I
END SPECIAL C
RAMPCD r
STA 22+50.00
ELEV 19.4DLLT
10
Icwotcr
I
Yee•
sS NOTED
�E•1382
canna c.....
I ........
0
i
0
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
r.evwc ra+.'+c xa.
�255n?=A
s�cr 128 12d7
CP224
I
2
3
5

I
KIP ROFILE
BEGIN
GRADE
l
ri
t1i=
I
--G
I-- STAIO+OO.00
__-30
_20
10
PGL--GNWYf
----~--
PI = 14+I0.00 PI = 14+80.00
EL = 208 EL = 19.87'
VC = 50' VC = 75'
x = =
-GNWY2- IO fOO.00
__
~ ----
Pl = 16+,45.00
EL = 23.09
VC = MY
K=56
r 106Gm0%
~ -
_
ENb GRADE
-GNWYI-I
EL. 21.47'
STA19+00.47
30
n
03.48:48 PM
oz-��
i
-
_ -
- 03 ea`; -
—
'',,� F� µ4t ��,``
��v MI�I,✓�
�FAC
3:45:40 PM 02-14-201i
mr
,. �t?.,•.......°<,
- •-O�f55/',kI'''-,,-
F
EAL
enf�INE f��•0.�.,.
of z
,,, •'" f>ar M "•
--------
-_
--------------
\\T\-
EXIST
GRADE
J�
s
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
MACTECIRKBKJV
uRaKn
GN�Y2 PROFILE
k
me
�45F
Des lox. XB Ic» uFu
w yr +n G5c
oEwr. w[MIM
_
z U e;
Z
�s�
Z
u
s
0
I
ENDIGRADE
STA'18+07.70
� n
s Z
u
z
W
W
z
w
=a
>
=
z
V
C
Z w
0
U
E5 p
m
o
m
o
_�
sns
�
a o
r
��
_W
j L/
w„l
a�
ma
BEGIN GRADEI
-G 2- STA 10+-05.00 I
-GNWYI- STA)19+88.65
1
EL. = 20.2!'
5' LT
=
P-l-=-15+72.00
�� 8� g
K 33
rtJ 95200-LT%
f+14.6600. RT%
N T 'V'
-GN4YY2 - STA 15
EL = 22.2E LT
EL = 22.08 RT
.------_
N
t00
EL
VC
K=22
PGL rQ GNWY2
I
/.
4}i
- 34.
= 65,
(
~,�'
_-GNu-2-
Et. =
2.0199%
35.40
I
I
'
—30_
—1a�aa
_30_
10—
P1= 1Q+55.75
EL
VC- 51a7
K = 65
EXIST GRADE
T 0. V' D!T N
STA l3+00
v o
---------•--
-----
r-10.4333% ,-
�
o
4,
li
a
a? ti
°
rl- i
w ti
BEGIN
-GNWY2-
EC=-2O6C1-LT
EL = 19.30 RT
r+0rE0
exx�cr xc.,
?-1382
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
5„EES 129 Lr 2B7
CP225
a
I
I
3
4
5

C
1
r + E !JH40v
BE V. E E TRAIL
jl
's 033194 =
I
I R1GNT OUTSIDE
EDGE OF
TRAIL
NC
12.0%1
;
t _ __
} AI -
L
LEFT QUT5IDE EDGE
OF 7
RA1L
#
tof00.00
END CONSTRUCTION
MATICH
/
€VERTICAL ALIGNMEM
���
'�r
sREw_STER
8LIVD.
STA 1103+D0.00
3Q
EL,6.2332
PGL
IV AIULTI-PURPOS
PI =
TRAIL EL
VC
K=
I
14+15,00
; 21.58'
= f00'
95
PI = 15+80
EL = 19.27'
VG=12O
K= 47
P1 = 16+95im
EL = 205.9'
uG-= rOR
K= 57
P1=
EL -
!!C _
K-256
/9t6om
I900
P1 = 22+60.00
EL = 1950
C-= foa
K=51
30—
NNIFAC
3:45:42PMf02�14-2051
-05ror
prESSrp;;� s
—20
`
---------�
EXIST
I
-------
GRADE
---------
c
!-JID_35010%
I
-----------__--
------
---------�-
1-J1.4O00/ 1+
(
l500%
r-ao oaD%
Lt.10.3000%
---------
_
------------__
20_
-:r
EA � _
•.�` ISM,s
!y NEY; a•
F YGM
10
—10
__
ov
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
MACTECIRKBKJV
I
I
.a m.nm u�.•
1
xz ASH Iwr JLB Ica NiN
dBe
+ate SYl
c8 s;.aa G5B
xrs:r YiN
.4
i
------------
FUTURE
--------
PGL.
---- ---k--
I
--
---I--------------------_-----�--------�-----------------I-----------------�-__-'----�--------
I
---
RIGHT OUiSfDE EDGE OF TRAIL------
_——___.-------_..______________________IF------___�--___---
LEFT OUTSIDE EDGE OF TR�41L
--------
--------
---------------
________�—______
--------�-------
------
-
----- --------
---------
------
U
Z
? p
v
1
7
s
E
---------
1
END- ------I--------
�PGIJAEGIN
END NE; CDNSTR
MULTI -PURPOSE
STA €26 +45.00
ELEV 21.82'
II
UCTI'ON/
TRAIL 13
LL Z
5
V
pp'p
m CL
d
Z WH
C7Q
¢ ,
0
I
I
1
_30_
2©_
PI = 24t10Qp
EL = fT.43'
vc = roa
K = 28
r_+119000%
PI = 27f2800
EL = 23.47'
VC = 25O'
K• = 114
:..............
........
PGL 0
1 JIo300�i
- ............--'-----
UTURE MULTI -PURPOSE
;
•-----_-_-•--------•........................................................-
EXIST GRADE
TR
�.—_
v
L
I
----_-----...._-----------..._.-----pw--...�'—fit'
r-1O�Ao0'�
Pi 1 32+7000
EL = 21.84
VC = 1511
K = 167
•
....r !0�i00'0
%
....................�r:..::
r+1r76poor
Pf = 36+35Gb
EL = 24.03'
VC
K = 444
..
_ _ -_a.:. .a
_30—
20
z
-
�
x <
w Z
z
0
U
a
Q
U
7w
in
-
J
_r_,rG
_10_
BLS
NOTED
c.w.cC. - P•1382
..............
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
"`°`""°21E
%CF
I
12586:.5
130 c[ 287
CP226
I
0

Wet Detention Basin Am3

BL 1 \ BL -2 8L-3 BL -4 \ BL'-5 BL
1 J PI Ste 11.91 PI Sto 2+86.86 P/ StO14 f74.86 PI Sto 5+48.40 PI Sto Y f09.44 PI Sto 8 f62.59
L = 92'00' 03.4 (RT) - 26° 03' _ /91 ° 41' 16.4" ( 0 = 88° 13' 15.5" (RT) = 25° 4T 05.3" (LT) J 0 = 87° 48' 33.3" (RT 1
56.5 (RT 1 0 RT) , 120 0 20 ao D = 498° 13' 27.0" D = 7° 52' 32.6" D ' 233° 51' 37.2" D = 233`\51' 37.2" D = 8° 55" 03.5" D = 498°;13' 27.0"
" SCALE IN FEET L = 18.47' \L = 330.96' L 39.21" L = 37.72" L = 289!14' L = 17.62'
T= a
- " T = 11.91' 168.40' T = 25.23' `T = 23.75' T = 147.0,6' T = 11.07'
NAD 83, sRs R = 11.50' R - 727.50' R = 24.50' rR�24.50' R = 642.50' R _ 11.50' [
��- BORROW PIT J 10 TONS CLASS I RI
BORROW g
1 W/23 SY FILTER FABRIC
N 70° 18' 02.7" E + STA ;1 +28.93
W
28.42 L� ' INV. 14.00 } I I -
0 N 79- 56" 40.8" W �'r- GRADETTO-I RAIN
--- - �.TO-BORROW--
P--IT-
------------------
------ STA 2 + 43.08 ---- �_
I _ Cl 37,71 LT
LIMITS OF BORROW I CL -'BERM 1 +8 .70 EL. 19.00-4-
-----,,PIT EXCAVATION `{ A STA 4+48.95 -� NO
STA 3 + 40.33.53' LTA
� C 45.10' LT 1 _
EL. 18.00 �t'
FCC Ste. 4149.45
SEAL
033184
R = 45
PC Sta. 1 f ' 0.00 ? + PT Ste. 4+88.64 3 �7
NP 36493 3. 8� _ - - --- --
E, 2,484,782.32 - -------------- -- ---- ------ ,�_-- - __ _
l- _ _ _
STA 9+25.68 1 , � ', -, _ -
23.50' LT B:` I__
} I C MACTEC I RK&K JV
SEE GATE PLANS ��� A i SWB-L
FOR MAINTENANCE SHWT=17.50'
ACCESS ROAD ; * PERMANENT POOL
WSE(= 17.00 \ I 1r � STA 4+90.64 l:
33.50' LT
�i 0 1 i'
. }yy
{�� ra ] S 1. ♦ e
Y
! �1 �` ` `
___�__�-__ r'
��� j____11.---_-_-_______________'_ 1-/ ,ou JF6
f T,J � 'G i� T� rv' I 1 -= - r �7--"�-�----.�- __�-- -__ r 4 r'I (, foo v rc�wrq GSd
rr 6 'pf
�A'�i 6r.J /.K rE, u S M
/R��, n � i �} P.I �q % 6 � �i 1 � '-• � � O 4 ' '_-15~-. �_-_� - 1'' - - _ ' � \ 2 � F � y � E
ra ti 6 r b lA
T�'�r STA 8+66.15S�2o< Q s
/ 1 I CONSTRUCTION \
z
24.72 LT R6S L_ ul
��Yr tom' EL. 21.00 CL BERM' 7+96.09 ' m
❑ rl.0
S PT Sta. 8 f69.14 PRC Ste. 5 f62L38 -- STA 5+38.24 }
r �4rJ b ld TONS CLASS TRIP RAP 1' Z � °
W/23 � FILTER FABRIC 1 4 1 E3. L. 20.00 `�
L L
SEE CIVIL - GATE COMPLEX 1 f \ Z z
DRAWINGS FOR STORM + I r I z O m �,
DRAINAGE DETAILS �_ ' i FOR BASIN SECTIONS SEE SHEET CG565 o m
FOR OUTLET STRUCTURE DETAILS SEE SHEET,CG566
Ilf j yU % FOR TRASH RACK l DETAILS SEE SHEET CG567 >- v z
f U-
FO 'VEGEZ- ATION I PLAN SEE SHEET CG568 � � a r N o
r�~33�'�p 34+00 �1 FOR GATE COM -EX-DETAILS SEE CIVIL -GATE: COMPLEX DRAWINGS Q
4 -- ui
1BASE ENTRY ROAD (OUTBOUND) i' - _ _ I �S�QQ�D 4 z
MAR 1 0 zoll u.r,: ` SAS NOTED
R \ 36
��0o CG564

1 i 2 i
25 CONSTRI �
UCTION 25 25
23.5'
EXISTING GROUND
D
20 16.5' 20 20
EL.17.00 ---
15
3 i 4
CONSTRUCTION
25
20
15
Nm9FAIC
-----------
NPnunryry.
BOTTOM OF FOREBAY — — - F �
sE,u
BOTTOM OF POND 033184 -
EL. 13.00 10=,'`4FIK�E` ' s
10 10— 10 EL. 12.00
C
SEDIMENT CLEAN OUT SEDIMENT CLEAN OUT T
EL. 12.00 EL. 11.00
DTf
Fill
4rCkn
0+00 0+10 0+20 0+30 0+40 0+50 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 MACTECIRKBKJV
SECTION A -A SECTION C-C°
25 25 25 25
i CONSTRUCTION EXISTING GROUND
:c
_____ s.aaK:an 1P trp
s aBB I-- JLB Ic» Am
iRB
rL BERM
Wa
—_aunr..ra GSB
EXISTING GROUND ------ -
�
—~ I irnnwR. Ni41
6.5' 10.0 4.� �� n
4
D-------- 0 _ w
20------- - 20 20
15.0' S.0'
W Q N v Z
V EL. 17.00 PERMANENT POOL EL. 17.00 r PERMANENT POOL EL. 17.00
I
A0'l VARI ES �I ` z � , o
15 <BOTTOM
OF BERM �7 15 15 15.00o U ZO w ti------------Z -------- ------ -- 2.5 0 2.5 5mF FOREBAY BOTTOM OF POND z - 3BOTTOM OF POND � 10 w 10 EL. 12.00 VERTICAL SCALE IN FEET10 Z10 EL. 12.00 5 0 5 10
SET SEDIMENT CLEAN OUT -
a EL. 12.00 SEDIMENT CLEAN OUT EL. 11.00
HOR�.�IZON.``
TAL SCALE IN FEET aLi
a A EL. 11.00
a
�LS NOTED
o e=-see: HP. P•1382
0+00 0+10 0+20 0+30 0+40 0+50 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70
RECEIVED
SECTION B-B SECTION D-D256
=a MAR 1 0 2011 9' E
of CG565
1 2 3

���r-,�r�r�r�r�r�r�i--�i--�i--�r�l.�r-�r-�.�--�r�r���r��r�r-•tii-'��r-+.��r�r�i--�r��-5-�r1�r�r��/��r��r�r�r�r�r�:�r-��.-•r�r�r�rti �r��r��r-������r�r��r�
RISER TRASH RACK RACK TR S ACKHOWN I �k
FOR CLARITY
( RISER TRASH RACK s a
60,— OVERFLOW EL. 19.00 U
OVERFLOW EL. 19.00 _
ORIFICE TRASH RACK b _ 4" DIAMETER ORIFICE - a' $8" 7YP.
--- 1NV.18.00 G I
C _y TEMPORARY POOL EL. 18.00
a; ; !• G ` e 8
> ORIFICE INV.17.00
PERMANENT POOL EL. 17.00 8"� ° I I -
C
C
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD i i RE'S
/ ���
t DETAIL 840.46 WITH SOLID WALL SECTION. . a� a
{ WAFFLE WALL SECTION NOT PERMITTED. L=6.0'
r AND W=6.0'. POUR BOTTOM SLAB 2.25' THICK TO - OUTLET INV. 14.35
l PREVENT FLOTATION OF OUTLET STRUCTURE. GI G
L-------------------
------ -------------------+• _ :+ ESf j ,♦♦�♦
331 r+•-
\J 0338A f r
♦ , . , n - . o ° e o ♦•a , ♦ A . Ln
n e , . a , s •� • ♦ n ! ♦ P G•.r j')d
[\ N
36" RC OUTLET PIPEIDTZ
G♦ a 'p G G a a a' a' u l
1
C
C
6.0' MACTECIRK&K
PROPOSED GRADE 1N
( SECTION THROUGH OUTLET STRUCTURE (NTS) FRONT VIEW OF OUTLET STRUCTURE (NTS) J„.
C+cs AEE Im JL6 K» JIM
s.w +ma
12" Z�
y= E
3 ru�w
oF_
4" PVC CAP WITH a 5
REMOVABLE SCREW o b •�
PLUG N a
p N C N
4 z M m
o b 0
Z C a
------------ C7 O LV W
o
ORIFICE INV. W " +�
ra
z m
Q
Z,
4
� V
4" PVC TEE
da
N � �
m
1 � �
O 1
4" PVC CAP WITH a z"
3.0" DIAMETER ORIFICE
DRILLED IN BASE
MAR 1 0 2011
Aux., o•_,ac a.
ff
I%586;10
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS)EE, �a
CG5b6

a
■
C
a
Ill
mm
HINGE
H\ INGE VARIES B l
PLAN
RISER TRASH RACK NOTES:
1. ALL JOINTS SHALL BE FULLY WELDED AROUND
JOINT WITH A MINIMUM OF A !a" BEAD.
2. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED
BY THE SAME METHOD AS THE HINGE PLATE BOLTS.
3. RACK AND HARDWARE SHALL BE REBAR AND
GALVANIZED IN ACCORDANCE WITH ASTMA153.
4. MINIMUM OPENING SIZE IN TRASH RACK SHALL BE
6 INCHES SQUARE FOR ANY OPENING.
1
19
EYEBOLT
SECTION A —A
ATTACHING
CHAIN
CLOSURE
61' 6" 6" 6" 6" 6„ 6„ 61' 61• 6„ 6" 6" 6"
N �II I 1 R II it 11
I -
r-�J`
�#5 REBAR #4REBAR#4 REBA
RISER TRASH RACK (NTS)
■
7
SECTION B—B
E7
Viz" THICK STEEL PLATE
HOT DIP GALVANIZE
AFTER FABRICATION
R = 3" TYP.�
-X
1� n � i! h���II a II II IE fl II
1.2 TYP.
_ _ I
1 I I _1Y, TYP. -X i
II
SEE ANCHOR
BOLT DETAIL
FRONT VIEW
!7" ROUND BAR 4„ MAX R-3" TYP.
�1_� F
3"
71 I� TYP
4"
! ^ORIFICE _I ��-
J OPENING
SECTION X-X
—!z" STAINLESS STEEL
BOLT, WASHER AND NUT
4" I t
ANCHOR BOLT (NTS)
1
6
ORIFICE TRASH RACK
I
MAR 1 0 2011
I
t
F
NAYFAC
�f�ss i
033184
3'7.7
'MOO/ DTJ
MACTEC 1 RKBK JV
ea..ruw;�n sm*
orw:� ru1� MTV
zz
J
s
�o
=ate
� 0
U
G
q i
p
N G
00
d
<
M
F-
_CL
o
o
U
—
�,
Z
O
Y
U
z
a
cr
W
t7
J o
<
W
� Q)
W
4 ?
V L
7
wV
C
m
o
�
�z
CR
n5 NOTED
1PP Cr W, P-1382
C.111cnl..., ..........
LP.xixC
I?586�II
;�rrr 55 cr - 25Y
CG567

3
61
C
i
PLANTING •r r�r, rrr ••
VEGETATED
PtttretA..ttttttt ttt� �t�t�t�t1
SHELF
SIDE SLOPES
♦tttt♦ tttttt♦
TABLE i- VEGETATED SHELF PLANT UST
SCIENTIFIC NAME COMMON NAME MIN STOCK PLANT CENTERS ZONE
ACORUS SUBCORDATUM
SWEETFLAG
I PLUG
2.0' I A
AUSMA SUBCORDATUM
WATER PLANTAIN
I PLUG
I 1.0' I A I
HYDROLEA OUADRIVALVIS
WATERPOD
I PLUG
I 2.0'
I A I
IRIS VAGWICA
BLUE FLAG IRIS
PLUG
I 2.0'
I A
JUNCOS EFFUSUS VAR PYLAEI OR SOLUTUS
SOFT RUSH
PLUG
I 2.0'
I A
WDWIGIA. SPP.
PRJMROSE WILLOW
PLUG
I 2-0
I A
PELTA14DRA VIRGINICA
ARROW ARUM
PLUG
I 2.0'
A
PONTEDERIA. CORDATA
PICKERELWEED
PLUG
2.0'
A
SAGITTARJA LATIFOUA
I DUCK POTATO
I PLUG
2.0'
A
SAGITTARIA LANCIFOLIA
BULLTONGUE
I PLUG
I 2.0'
A I
SAURURUS CERNUUS
UZARD'S TAIL
I PLUG
2.0'
A
SCHOENOPLECTUS TABERNAEMONTANI
SOFT STEM BULRUSH
I PLUG
I 2.0'
I A
SCHOENOPLECTUS AMERICANUS
THREE -SQUARE BULRUSH
I PLUG
2.0'
I A
SCHOENOPLECTUS PUNGENS VAR. PUNGENT
I PLUG
2.0'
I A
SCIRPUS CYPERINUS
WOOLGRASS
I PLUG
2.0'
I A
ZIZANIOPSIS MIUACEA
GIANT CUTGRASS
PLUG
2.0'
I A
ASCLEPIAS INCARNATA
I SWAMP MILKWEED I
PLUG I{
2.0'
I B
CARE% TENERA
QUILL SEDGE
PLUG !
2.0'
B
CHELONE GLABRA
WHITE TURTLEHEAD
PLUG I
2.0'
B
EUPATORIADELPHUS DUSIUS
DWARF JOE PYE WEED
PLUG I
2.0'
B
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
PLUG I
2.0'
Ir B
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEED
PLUG
2.0'
B
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW I
PLUG I
2.0'
B
HIBISCUS LAEVIS
HALBERDLEAF ROSEMALLOW I
PLUG
2.0' I
B
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW I
PLUG
2.0' I
B
LOBELIA CARDINALIS
CARDINAL FLOWER I
I QT. POT
2.0' I
B
LOBELIA ELONGATA
LONGLEAF LOBELIA
PLUG
2.0' I
B
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA
PLUG
2.0'
B
RHYNCHOSPORA COLORATA
STARRUSH WHITETOP
PLUG
2A'
B
SACCHARUM BALDWINII
NARROW PLUMEGRASS
PLUG I
2.0'
B
ZONE A IS FROM 0-8' BELOW THE PERMANENT POOL
ZONE B IS FROM 0-6' ABOVE THE PERMANENT POOL
2
VEGETATED SHELF PLATING REQUIREMENTS
PLANT MATERIAL RE UIREMENTS
1, PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
2. THE SUPPLIER(S) OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE ORIGIN OPTHE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED 15 FROM USDA HARDINESS ZONE S.
E
3. SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO GOOD HORTICULTURE PRACTICES_ AND -
GROWN IN A CLIMATE SIMILAR TO THE PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE, INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF
OBJECTIONABLE OISFIGUREM ENTS. TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND ABRASIONS, PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED.
4. ALL PLANT MATERIAL 1N CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE FORMED THROUGHOUT THE POTTING MEDIUM 50 THE SHAPE WILL REMAIN AND THE MEDIUM WILL HOLD
=
TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD FOR NURSERY STOCK).
_
5. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER, THE
CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE ENGINEER.
6. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS ICARE AND REPLACEMENT PERIOD) OR UNTIL FINAL
ACCEPTANCE, WHICHEVER IS THE SHORTEST.
1. BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE POND SHOULD BE 1.0' BELOW NORMAL POOL.
�®
bLffifFAC
2. PLANT SPECIES FROM THE TABLE i (VEGETATED SHELF PLANT LIST) ARE TO BE PLANTED, BY HAND, WITHIN THE VEGETATED SHELF AS SHOWN ON THE PLAN. SPECIES ARE TO RE MIXED TO
PROVIDE A VARIETY OF PLANTS OVER THE AREA WITHIN THE SPECIFIED ZONE,
' V GR"�.,,•
3. PLANT NO MORE THAN 10 PERCENT OF ANY SINGLE PLANT SPECIES.
4. PLANT CENTERS LISTED IN TABLE 1 ARE THE MAXIMUM ALLOWED. A MINIMUM OF 50 PLANTS PER 2DO SQUARE FEET OF THE VEGETATED SHELF MUST BE PLANTED. THE MINIMUM TOTAL
:moo :-
NUMBER OF PLANTINGS PER SHELF 15 AS FOLLOWS:
- SEAL
I
03318A .`
BASIN A3 SHELF AREA = 6905 SQUARE FEET MINIMUM NUMBER OF PLANTINGS = 1727
-61'G INit4f'
•+'��'
5. NO PLANTING SHALL OCCUR WHEN THE SOIL 15 FROZEN. HERBACEOUS VEGETATION SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-JUNE) OR LATE FALL (OCTOBER-NOVEMBER).
SFr w. ML;�',,',
VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE SURVIVABILITY.
6. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75% OF THE HOLE, TAMPING,
AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL ASPECTS OF THIS PROCEDURE SHOULD
OCCUR IN THE SAME DAY. THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS.7.
THE CONTRACTOR SHALL WATER ALL PLANTS, AS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE AND REPLACEMENT PERIOD)OR
At
UNTIL FINA€ ACCEPTANCE, WHICHEVER 15 SHORTEST.
S. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER: HERBACEOUS VEGETATION (IF WATERING IS
MACTEC / RK&K JV
REQUIRED) - 1 GALLON.
9. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS.
PLANTS THAT CANNOT BE PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE
IRRIGATION AND ON-STTE PROTECTION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT IN COLD STORAGE (38' - 42' F) AT 75 48 HOURS BEFORE PLANTING.
10. PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION. CONTAINER GROWN AND
CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE STEMS DURING
LAEE ai:..•
TRANSPORT TO THE PLANTING SITE OR DURING PLANTING.
its ,TL:. Icy« ShU
w� J=E
11. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE IN5PECTED TO ENSURE THAT THEY ARE NOT
_ �Llx
POTBOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH WITHOUT FURTHER CONSTRICTION
OF THE ROOT BALL.
rcwn wm. q7]a
CJ s
E
12. PLANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS FURNISHED BY THE CONTRACTOR. TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH
ORGANIC MATTER. 1F THE PH 15 NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE OR AN ALTERNATIVE SUPPLY OF TOPSOIL SHALL BE
a
J
SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL BE MIXED WITH ORGANIC
Z =
T
MATTER AS SPECIFIED.
J
a
0 =
U
a
J
CONTRACTOR INSPECTION
N �
1. THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLANTING TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING SPECIFICATIONS HAVE BEEN
c I
p
MET TO THE FULLEST EXTENT POSSIBLE AND REPORT THE WRITTEN RESULTS TO THE OWNER.
C]
C'V C
r-
Z
00 O
2
~
2. M AUGUST OR SEPTEMBER THE CONTRACTOR SHALL CONDUCT A SITE INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL TO DOCUMENT
q
L^O 0-
u
REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES.
a-
u
3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON -SURVIVING PLANTS DURING THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN CONTRACT
O
V
Z C
t1
DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER 15 THE SHORTEST.
Cry
O W
Z
o°
Qv
V N
a
4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH REPLACEMEN T OF ANY PLANTS THAT DIE IN EXCESS OF 15% OF THE ORIGINAL NUMBER OF PLANT STOCK.
W
z�a
m
Z
m
5. IF NATURALLY RECOLONIZED NATIVESPECIES OF EQUIVALENT WETLAND INDICATOR STATUS EQUALOR EXCEED 80%SURVIVAL, REPLACEMENT STOCK WILL NOT BE REQUIRED.
w
5--m
6. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN INSPECTION BY THE OWNER CONFIRMS THAT THE PLANTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE
ILL.Z
PLANS AND SPECIFICATIONS.
V1
LLJ
SIDE SLOPE PLATING REQUIREMENTS
F
w
m
W
o
1. SIDE SLOPES SHALL BE PLANTED WITH CENTIPEDE GRASS AT A RATE OF 20 LB/ACRE OR SPRIGGED AT A RATE OF 33 BU/ACRE.
-
� i
2. SEEDING SHALL BE COMPLETED BETWEEN MARCH AND JUNE. SPRIGGING CAN BE COMPLETED FROM MARCH THROUGH JULY WHERE WATER IS AVAILABLE FOR IRRIGATION.
�Za
3. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 300 LB/ACRE OF 10-10-10 FERTILIZER AT INITIAL PLANTING ONLY.
_
SAS
4. PLANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER, OR BROADCAST BY HAND. FURROWS SHOULD BE 4-6 INCHES DEEP AND SPACED 2 FT APART. PLACE SPRIGS 2 FT
NOTED
` F-13F2
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL. BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP 6-2 INCHES OF SOIL WITH A DISK SET STRAIGHT SO
��T_. n]e . NC.
co;�
... ...........
THAT SPRIGS ARE NOR BROUGHT BACK TOWARDS THE SURFACE.tCy �,��
5. DO NOT MULCH CENTIPEDEGRASS
125"6�12
MAR 1 0 2011
CG568
1

3/31/2G11
RA0cLsign\Lan43capc\03-24--11 LondacapePlon.dxg
gapallaree D
Ili
0
Q
N
w
rn
x
q:u
�.0
g`
1
� ( E
O N
2'o SN
Zgg
z
1
1 ;n
�
^
I
Jf
,�
�
Ll
n
[1r�I�.A1�•e
11
0
o
a
k-
SS
d
OEYAHt MENi OF ThE NAyy i11 ZIIJTIES ENGN EAWE OIIMMR '
NAVAL FAr-ILMES ENGINEERING COMMAND - MIDAM ANTIC
FT
" t SW*- - kgMK 0
MARINE CORPS 9ASE, CWP LEJEUNE
JACKSOWLLE.
NC
FY10 MOON P1382
-
Q
tv
z
z
NEW BASE ENTRY POINT
tr
BERM DESIGN AND UTUTY ACCESS RDAD PLAN
D I
CO
O z ,
0

3/31/2011 '
R:\pcsign\lpndxapn\03-24-51 LandacapeM—dwg
gapallares ➢ f I n l
iV
{{{les lIRS {{II{ttt111••,iles[tltllt{tl{1[1111[l=i 11'Nl III INK ul�>IL[esr■■[Rl■■ ■ 1 1 t�.4�,.'+[rli ilY`�iI■
q cp
�O 6!
� l
a
l
■R[l■u■■esl■■es■■1■■11■■■■■■■■es■ii[u[■[u[u■Rres■■resYi
N .J
�esies■■R goes ttteseses
16.
MM F
/1 !
' I I
1
I I
{ � I
lipillil
i
li
I
.Yrtlnsrn�r■ifritat
Ile
n7/Jn%l>,■Ryli■
0
Z' G
r
■ ■ lu■ r>,r ■ 'r■■uiyi■esi u
1■1lesR■1■es■lt{ eses■lltr■es■rresesr■R■
9 JA } ; ' I NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC
r 0 MARiNE CORPS BASE, CAMP LEJEUNE JACKSOWLLE, NC n �'
V a ZVFY10 MCON P1382
W _ _ NEW BASE ENTRY POINTOL
$ N BERM DESIGN AND UTILrY ACCESS ROAD PLAN
D C3J C�
Ul

i
1 2 i 3 4
38
• TOP OFBERM
36 l -- � -
34
32
CONSTRUCT BERM FROM DN-SITE 062 6952
SOILS IN 12' LIFTS MAX. 0 90% REG . ERE �; y
30 a f' \ MODIFIED PROCTOR. PROF ` {!
` E IVEEP '
28
6` MIN TOPSOIL. SEED/SOD &
,\\ APTHE L-4t� ,s26 LANDSCAPE J114 II
Im
WU ,
24
r
22 FAULTl=PURPOSE - UTILITY CORRIDOR
TRAILACCESS ROAD
C
20 -
--------------------------------------------
18 SCALE O
EXISTING GROUND o 25'
(APPROXIMATE) (] *r
16 WQR. SCALE &K`
0 5'
© 50 100 150 200 250 300 350
IuiACTCC I E3K&K JV
' VER- SCALE
neon
SECTION A -A
m�
SNgiar A [N[
34 TOP OF BERM na KJS Ipm GAP I= NJS
g 32 ,- z
B
30
CONSTRUCT BERFA FROM ON -SITE z
0
SOILS IN 12' LIFTS MAX. 0 sox a G x in
U)
28 ��\ MODIFIED PROCTOR.
Z
5" WN TOPSOIL. SEED/SOD & y N Q o
r r PLANT PER THE SPECS & a o
26 ,r` ` LANDSCAPE PLANS 0 w }
0 La
24 ��� <u
UW
z
MAY 0 26�1
z� �
n ,� FORMER CAMP KNOX RD. �\ y o Q
----�� -
SWRLf i�A!
Lu
0 20 ' -4 z
v
i A (APPROXIMATE)ND o 26' b Q
N 1 HOR. SCALE o A
0 5 t'zj a 9i w
U CC
p 16 VER.CALL- PiP0.1 .a P73E1•
AS l4p7F73
0 50 1'00 150 200 250 30a 350CA
i1a re i1-�-rug
x##fed#!ip#II
\a SECTION B-B VEL7 1G a 19
L-704 .
2 3 4 5.,a

.1
FINAL DESIGN DEVELOPMENT
12 APRIL, 2011
D VOLUME I - ,.GATE _MAP
% NORTHEAST
C�.N`jJt'j•`•I`_E�IE'��
BASE ENTRY POINT, FFTIT
BASE ENTRY ROAD _ ST�R s -
�.• m,, Y, J rn LLti+OLD SAW , LL RD -�
MCB CAMP LEJEUNE NORTH CAROLING°� GIN PR } T/ �`,! F"�t'TM��DEN
BE 0 EC ®®
BID OPTION po ' d 'r
FY12 MCON P1383 (BASE BID) - v -
i °� ! NEW R1 VER
q$% _ _ 1 ` �� CAME 'WARDEN - BEGIN PROJECT ���''E'N ��, - `, °
FY13 MOON P1384 (BID OPTION) Spa — ,FACILITY ,
_ BASE BID FEND PROJECT ;5 •,
NAVAL o •'- _ - - END PROJECT �'� :� ,,,••t......_.,ar.,•,
ROADWAY 8L STRUCTURAL f�` •� HOSPITAL �_ �, •y\ BID OPTION .`loFtssr ..
�. END ROADWAY CONSTRUCTION gc END PROJECT sEAL ENGINEER ty[i'C S -• f i, - r _WALI-ACE CREEK RD �!?� oa s j-
BECIN PAVEMENT MARKING♦ , r ~
/f/ ?BASE ENTRY ROAD (BID OP
` t _ STA,47475.00 8i�, '., .. `'�•` BEGIN PROJECT '`' ••H4. -
C J S TA 115+6R.19 CDC f ! 1J l ,•''"4 `,,,
•. �, i /'� f r>`�n, . `+ �Q END�CONSTRUCTION / ',-
UVtfii�` RAMP M
�\`' srA zglq+3zo7 l BEGIN PROJECT
MACTEC [ �` �, '+ l PPV , BEGIN CONSTRUCTION , - +
1`. HOUSING �.-RAMP-1 ' 1 END PROJECT _
Engineering & Consulting, Inc.,. �+.�\", STA,2100+39.00 '�BASE BID » !'
2801 Yorkmont Rd. Suite 100 ����� BERKLEy
Charlotte, NC 28208 I ` `\`\,4 3 MANOR \ y MACTEC 1 RK&K JV
I' '^ ` 1� caxsTRucnox . - VICINITY MAP
L }} RAAT!' , , — R Gc p NOxsrRUcrrox - - - , , ;; END GRADING £�' CONSTRUCTION
Rummel, Klepper &Kahl, LLP ay ` I srA zr{0+20.79 STA 1800+00.00 HOLCOMB BLVD.
Consulting Engineers t ��`.*, END ROADWAY PAVEMENT.. " STA 1048+78.50 ti
END CONSTRUCTION
900 Ridgefield Dr. Suite 350 ��� BASE ENTRY'ROAD,--(BID;OPTION) £� RAMP.x END ROADWAY PAVEMENT 90
I STA 1805+103J
Raleigh, NC 27909 iy BEGIN ROADWAY PAVEMENT �' __.
y I ErvD CONSTRUCTION HOLCOMB BLVD. o
BASE ENTRY ROAD (BASE BID) t - RAMP 0.
CIVIL MECHANICAL I� STA 276+00.00 srA 1707+53.7z STA 1045+51.00
4 ~ '.' ? ctiti� BEGIN CONSTRUCTION f END CONSTRUCTION �s TC J­ GCP 1— AW
�If w,c
ELECTRICAL &STRUCTURAL ENGINEER ScifOOL `�' cE sia�iao oa. o''48°' siR;sil+8a.94 BEGIN CONSTRUCTION �� O°'"'
i BEGIN ROADWAY PAVEMENT -" et A I v �o RAMP o `'o
.�•�. c - % 1 . � `• STA n0o+43.00
y BASE ENTRY ROAD (BID OPTION) ��` �o ; ,� E K
B ! - - -._ \ �` `%'� " / G R`. - END PAVEMENT MARKING _
_ ; : i �� STA 155 + 00.00 1 \ 1 BASE ENTRY ROAD (BID OPTION) -
/ i` ; p A - STA 326 +85.02 = U J
_ + �\ ! Y ¢�� I /�$ A R END CO STRUCTION 7111, � � - z 2
E -- % '€„
CEMS Engineering, Inc. 9tls OpT10K ' /. f i .._. \ �� STA IIIS+78.27 �"`E `"
EQUESTRIAN '
3509 Iron Horse Dr. _ 91p FA coxsrRucnox o K
t — _ E-ENTRY_ �' �' �' ST4 lsly+ opa o
adson. S 56 ^ \ . —
L C 294 APPROVE N T IN , titi 1 r B SE BID _ = z W z
C CT o�< �.�a �}�0.0 ++`' BEGIN GRADING" f� ¢ 4 a \ ! J a a�
ARCHITECT �ORTN CARO�INA ENVIRONM -NT I °a�` �'"�-� ,, �,,t`F CONSTRUCTION f ;' _ �, m }
t,,ti.S T BASE ENTRY ROAD of t �f ` EAFD GRADINGI f� - 0
MANAGEMENT COMMISSI N f �.•— ; (BASE BID) , �, �'� BEGINRAW CONSTRUCTION CONSTRUCTION � � z
STA 274+88.74� 1 ¢� ;,,;; STA 1100+00. BASE L5\[TRY ROAD z `Y'' w
111 '11 DIVISION 01= WATER QUA `�I ! INSPECTION i e BEGIN 'S/ (BA SE BIb�.` ' d W w
s— CONSTRUCTION C� ' w
` c txOPr " ° RAMP x r 9,r� +, P i z PC STA. 354 4'99.01 w z z u?
STA 2200+-00 00 t ( ARA TYJWF.R R!): i z r
END z m
v \ �t - _ RAMP K' Il f.-�.,; c . r!!
Mauena Belan is Faulkenbe Architects MBFA % ".,{ :� gg ,! -i F1VD CONSTRUCTION, '' I j Cn g
9 �u ��� STA 22U-+OZ.16 :r�� i� „�.i' PS4f• \ to -
317-C Pollock St. , II�� BEGIN CONSTRUCTION �; +11;� r1% 4 `70 w
,e , TA-Li1Q+5G22'r• 1 FND CONSTRUCTION ,p N W
n t p0 SCHOOL RAMP L i i ^r�rr�r `" „�� r. / ,:- RAMP: S `� '�' F
New Sem, NC 28560 `.1� �v ;; f STA 2300+iz00 �,t'l,r„r,�. BEGIN-co�NssRlaenox �; STA 1412+SS_66 Py = }
VISITORS CENTER ` ,� , - ` - . i ! I - -.1 -! r -RAMP. P y' I
6 / BEGIN:' ROADWAY CONSTR.UCTTON' s3A"130080°0 e . h �O LL
"_ J_-�(�\J_ `a f- ! ��HfiGI1V CONSTRUCTION `,ter END GRADING &
A TRAFFIC ENGINEER, 4, J V ENTRANCE CANOPY �,` s o a
WALLACE"CREEK RD sr
�SF� `�, ' �i J STA 30+07.69 STA 1200+00.00 CONSTRUCTION
-•- GATT xousE ; 1 �1 HADNOT SERVICE RD v z ¢ 7
�'%4 �r Q END CONSTRUCTiox, REND coxsrRucrrox o STA 4001 +`74.90
MAY Z Q 2011 � o}� -' ' ;' �7s: j r STA 1201+26,4. -
n
DMI
BEGIN GRADING }=5 I TFo
_BEGjN, ROADWAY PAVEMENT : ` u
Starttec : flW Q tv,t e �', ; HOLCOMB BLVD. CONSTRUCTION rs
--. i _ L �� BEGIN GRADING _f� .. HADNOT SERVICE RD •„ �:
3160 Main Street Suite 100 Q r �:-STA 1012+17.00
G . v . f L CONSTRUCTION `I ? STA 4000 + 00.00 >
Duluth GA 30096 v KE, «
GATE MAP - ,. - - -. HOLCOMB jBLVD BEGIN CONSTRUCTION 9aB
STA 1008+79.50 STA �40s0+00,00 G1001

r,

5
VOLUME I
GENERAL- INFORMATION
CIVTLiOPERAT]ON ANC MAINTENANCE
GI001
TITLE SHEET,
C0001
TRAFFIC CONTROL GENERAL NOTES
G1002 THRU GIOD4
INDEX OF SHEETS
C0002
TRAFFIC CONTROL SEQUENCE OF CONSTRUCTION
D
GI005
LIST OF NCDOT STANDARD DRAWINGS
C0301 THRU C0308
TRAFFIC CONTROL TYPICAL SECTIONS
GI006
GENERAL NOTES
C0401 -
TRAFFIC CONTROL DETOUR PLAN
G1007, 01008
LEGEND
C0601, C0602
WALLACE CREEK ROAD PHASE DIAGRAMS
G1401
PROJECT LAYOUT
C0603 THRU C0635
HOLCOMB BOULEVARD PHASE DIAGRAMS
G1402
ROADWAY SHEET LAYOUT
C0701
HOLCOMB BOULEVARD TEMPORARY RAMPS PROFILE
G1403
WALLACE CREEK ROAD INTERCHANGE SHEET LAYOUT
G1404
HOLCOMB BOULEVARD INTERCHANGE SHEET LAYOUT
CIVIL - PAVING
GENERAL - TYPICAL SECTIONS
-- -
CM01 THRU CP107
SASE ENTRY ROAD PLAN & PROFILE
CPI11 CP112
WALLACE CREEK ROAD PLAN & PROFILE
_GX301 THRU GX3D3
BASE ENTRY ROAD TYPICAL SECTIONS
tCP113
WALLACE CREEK ROAD RAMP J PLAN & PROFILE•
,GX304 THRU GX305
WALLACE CREEK ROAD TYPICAL SECTIONS
CP114
WALLACE CREEK ROAD RAMP K PLAN & PROFILE
,GX306 THRU GX310
WALLACE CREEK ROAD RAMPS TYPICAL SECTIONS
CP115, CF116
WALLACE CREEK ROAD RAMP L PLAN & PROFILE
IGX3L1 THRU GX312
HOLCOMB BOULEVARD TYPICAL SECTIONS
CPi17, CF418
WALLACE CREEK ROAD RAMP M PLAN & PROFILE
GX313 THRU GX315
HOLCOMB BOULEVARD RAMPS TYPICAL SECTIONS
CF121 THRU CP124
HOLCOMB BOULEVARD PLAN & PROFILE
GX316
HADNOT SERVICE ROAD TYPICAL SECTIONS
CP125, CP126
HOLCOMB BOULEVARD RAMP G PLAN & PROFILE
CP127
HOLCOMB BOULEVARD RAMP N PLAN & PROFILE
SURVEY MAPPING
CPI28
HOLCOMB BOULEVARD RAMP O PLAN & PROFILE
CP129
HOLCOMB BOULEVARD RAMP P PLAN & PROFILE',
V-401
GPS VECTOR AND PROJECT SURVEY CONTROL MAP
CP130
HOLCOMB BOULEVARD RAMP 0 PLAN & PROFILE
CP131
HOLCOMB BOULEVARD RAMP S PLAN & PROFILE
BORINGS
CP132, CP133
HOLCOMB BOULEVARD RAMP T PLAN & PROFILE
h
CP221 THRU CP224
HOLCOMB BOULEVARD NB & SB PGL
L•
8-001
SOIL BORING KEY
JCP261
BASE ENTRY ROAD MULTI -PURPOSE TRAIL PROFILE,
8-101
GATE COMPLEX - SOIL BORINGS
CP262 THRU CP265
BASE ENTRY ROAD / HOLCOMB BOULEVARD MULTI -PURPOSE TRAIL PROFILE
EW02, B-103
BASE ENTRY ROAD - SOIL BORINGS
`CP401
WALLACE CREEK ROAD / BASE ENTRY ROAD INTERCHANGE PLAN
B-201
WALLACE CREEK ROAD BRIDGE PROFILES - SOIL BORINGS
CF402
HOLCOMB BOULEVARD / BASE ENTRY ROAD INTERCHANGE PLAN
8-202
BEARHEAD CREEK BRIDGE PROFILES - SOIL BORINGS
CP403
WALLACE CREEK ROAD RAMPS K AND L INTERSECTION DETAIL
B-203
HOLCOMB BOULEVARD BRIDGE PROFILES - SOIL BORINGS
CP404
WALLACE CREEK ROAD RAMPS J AND M INTERSECTION DETAIL
CP405
HOLCOMB BOULEVARD & RAMP G INTERSECTION DETAIL
CIVIL
CP406
HOLCOMB BOULEVARD & RAMP O INTERSECTION DETAIL
CP501 THRU CP503
ROADWAY DETAILS
C-101, C-102
GATE COMPLEX EXISTING CONDITIONS
CF504
DRIVEWAY DETAILS
C-111
GATE COMPLEX CIVIL IMPROVEMENTS KEY PLAN
CP601, CP602
BASE ENTRY ROAD EARTHWORK SUMMARY
C-112 THRU C-114
GATE COMPLEX CIVIL IMPROVEMENTS PLAN
CP603
WALLACE CREEK ROAD EARTHWORK SUMMARY
C-501
GATE COMPLEX SITE DETAILS
CP604, CP605
WALLACE CREEK ROAD RAMPS EARTHWORK SUMMARY
C-502
GATE COMPLEX VEHICULAR FENCE ELEVATION & DETAILS
CP606, CP607
HOLCOMB BOULEVARD EARTHWORK SUMMARY
C-503
GATE COMPLEX VEHICULAR FENCE ELEVATION & SECTIONS
CP609 THRU CP610
HOLCOMB BOULEVARD RAMPS EARTHWORK SUMMARY
C-504
GATE COMPLEX SECURITY FENCING DETAILS
CP611
HADNOT SERVICE ROAD EARTHWORK SUMMARY
CIVIL - DEMOLITION
CIVIL - SIGNING AND PAVEMENT MARKING
CD101
HOLCOMB INTERCHANGE DEMOLITION PLAN
CZ101 THRU CZ108
BASE ENTRY ROAD SIGNING & PAVEMENT MARKING PLAN
CD401
BORROW PITS LOCATION MAP
CZ111, CZ112
WALLACE CREEK ROAD SIGNING & PAVEMENT MARKING PLAN
CZ121 THRU CZ125
HOLCOMB BOULEVARD SIGNING & PAVEMENT MARKING PLAN
ry
CIVIL - GRADING
CZ141
PINEY GREEN ROAD / LOUIS ROAD SIGNING & PAVEMENT MARKING PLAN
L]
CZ501
SIGN DETAIL
CG001
EROSION CONTROL NOTES
CZ502 THRU CZS08
CUSTOM SIGN DETAIL
CG002
EROSION CONTROL - SEEDING REQUIREMENTS
CZ601 THRU CZ6033
SIGNING SCHEDULES
CGTOT THRU CGT07
BASE ENTRY ROAD DRAINAGE PLAN'
•CG121 THRU CG124
HOLCOMB BOULEVARD DRAINAGE PLAN
CIVIL - TRANSPORTATION
CG401 THRIJ CG403
INTERCHANGE GRADING PLAN
CG501
DITCH DETAILS
CT101
RAILWAY CROSSING SIGNALS SITE PLAN
CG502, CG503
PIPE INSTALLATION DETAILS
CT401
RAILWAY CROSSING MATERIALS RAMP 5
CG504
WET DETENTION BASIN PLAN - BASIN 81
CT402
RAILWAY CROSSING MATERIALS RAMP T
CG505
DETENTION BASIN SECTIONS - BASIN Bl
CT501
RAILWAY CROSSING DETAILS
CG506
OUTLET DETAIL - BASIN Ell,
CG507
WET DETENTION BASIN PLAN - BASIN B2
CIVIL - UTILITIES
C6508
DETENTION BASIN SECTIONS - BASIN B2
CG509
OUTLET DETAIL -BASIN 82
CU001
UTILITY GENERAL NOTES
-
CGSIO
SERVICE ROAD DETAILS - BASIN 82
CU101 THRU CU107
BASE ENTRY ROAD UTILITY PLAN
-
CGSII
TRASH RACK DETAIL
CU121 THRU CU124
HOLCOMB BOULEVARD UTILITY PLAN
CG512
WET DETENTION BASIN VEGETATION PLAN
CU201 THRU CU210
UTILITY PROFILES
21
CG513 THPU CG520
EROSION CONTROL DETAILS
CU501 THRU CU503
UTILITY DETAILS
CG601 THRU CG605
DRAINAGE SUMMARY SHEET
CU601
COMMUNICATION SCHEDULES
ul
CG701 THRU CG707
BASE ENTRY ROAD CLEARING AND GRUBBING PLAN
CG711
WALLACE CREEK ROAD CLEARING AND GRUBBING PLAN
CG721 THRU CG724
HOLCOMB BOULEVARD CLEARING AND GRUBBING PLAN
CG801 THRU CG807
BASE ENTRY ROAD FINAL EROSION CONTROL PLAN
A
CG811
WALLACE CREEK ROAD FINAL EROSION CONTROL PLAN
CG821 THRU CG824
HOLCOMB BOULEVARD FINAL EROSION CONTROL PLAN
T --7%`�-�
3.
MAY02011
1
(BY:.I
1
2
3
4
5
1 1!45-,02 AM 04-08-2011
i SEAL
0358 -
�
,,,��rnni B i�.``�,,•
10A A pa
r&K
MACTECIRK&K,N
I[f;rt� Fr IY
s
.Y
;.n w Z
0
a
m�
z m Z
IL d w
wLu
z Z co
0<
z Um =
W -
Z
-"FCr 2 c 1049

A
I
c
/ y
o�
!DING & �8L
rZON
BLVD. 1�
'9,50
ROADWAY PAVEMENT
!B BLVD.
!+17.00
OBLITERATE ROAD
f
REMOVE GAME WARDEN COMPLEX
OBLNE,?,4Tc R0�
OBLITERATE TRAIL
OBLITERATE ROAD
BEGIN R04DWAY PAVEMENT
\ ��
HADNOT SFKRVIC&_ .RD.
STA~4M 00.0
END ROADWAY PAVEMENT
HADNOTS7rR� CE RD.
STA 4001
OBLITERATE ROAD
J+]I ii}i
JTTI
OBLITERATE TRAIL
$Lv
140 I
P P Tj a
o END GRADING Cr
B
c CONSTRUCTION — —
HOLCOMB BLVD.
STA 1048+78.50
} r �
END ROADWAY PAVEMENT ig 3
HOLCOMB BLVD.
/ OBLITERATE ROAD STA W45+51.04
NAUFAC
115742 AMo4-08 201 i
BASE ENTRY ROAD SRS 2001
POC STA 328+67-65 too g3IN s ` � '
HOLCOMB BOULEVARD 3se63 1
F POT STA 1033+4757
_ sruE W iEET -
-" OBLITERATE ROAD MACTEC I RK&K JV
-
is n+kuaynu
' atsY1C IAA. GAP It- AVP
' w•o..
dk
PU E r+k}
nnr. wix
z
Q
V
Qa o
L mF d
END „GRADING AND CONSTRUCTION U F-
n4SE ENTRY ROAD (BASE BID) & ? m W
MATCH SNEADS FERRY ROAD w tl Lu �
(SF,F. PROJECTS P1264 &P1265) Z 0 Q
PC STA 354 + 99.01 z C) M F j
NOT IN CONTRACT t'l co
fL � `-
H Z
� U m � c,
-- o
U
7._7
xz1
MAY ] 0 2011 x•t, A5110TE0
tokorw Na, aq?3
:r6x. [Orvf.nn.
.,,4 rv10,1 NO.
4T or 1043
t CD101

1 2 , 3 , 4 , 5
VOLUME it
GENERAL - INFORMATION
ELECTRICAL - SITE
GE011
TITLE SHEET
ES101
OVERALL SITE ELECTRICAL PLAN
G1012 THRU G1014
INDEX OF SHEETS
ES102, ESI04
SITE LIGHTING ELECTRICAL PLAN
D
ES401
ENLARGED SITE ELECTRICAL PLAN
STRUCTURAL
ES700
ROADWAY LIGHTING KEY
E5701 THRU ES707
BASE ENTRY ROAD LIGHTING PLAN
S-601 THRU S­628
NORTHBOUND WALLACE CREEK ROAD BRIDGE
ES721 THRU E5723
HOLCOMB BOULEVARD LIGHTING PLAN
S-629 THRU S-656
SOUTHBOUND WALLACE CREEK ROAD BRIDGE
ES731 THRU ES733
HOLCOMB BOULEVARD TEMPORARY LIGHTING PLAN
S-701 THRU S-727
NORTHBOUND BEARHEAD CREEK BRIDGE
ES751, ES752
LIGHTING / ELECTRICAL CONSTRUCTION DETAILS
S-728 THRU S-752
SOUTHBOUND BEARHEAD CREEK BRIDGE
ES733
WALLACE CREEK ROAD UNDERPASS LIGHTING DETAILS
S-801 THRU S-852
NORTHBOUND HOLCOMB BOULEVARD BRIDGE
ES761
LIGHTING / ELECTRICAL CONSTRUCTION SCHEDULES
S-853 THRU S-904
SOUTHBOUND HOLCOMB BOULEVARD BRIDGE
ES800
POWER KEY
ES803
BASE ENTRY ROAD POWER PLAN
STRUCTURAL - FACILITIES
ES805 THRU E5807
BASE ENTRY ROAD POWER PLAN
ES821, ES822
HOLCOMB BOULEVARD POWER PLAN
SF001
GATE COMPLEX STRUCTURAL GENERAL NOTES
E5851 THRU ESS67
PROGRESS ENERGY STANDARD DETAIL
SFI01
VISITORS CENTER FOUNDATION PLAN
SF102
VISITORS CENTER WALKWAY FOUNDATION PLAN
ELECTRICAL-- GROUNDING
SF103
GATEHOUSE FOUNDATION / ROOF FRAMING PLANS
SF104
INSPECTION CANOPY STRUCTURAL PLANS
EG1D1
VISITORS CENTER LIGHTNING PROTECTION PLAN
SF705
EXISTING ENTRANCE CANOPY FOUNDATION PLAN
EG1D2
CANOPY LIGHTNING PROTECTION PLANS
SF106
VISITORS CENTER ROOF FRAMING PLAN
SF107
VISITORS CENTER WALKWAY ROOF FRAMING PLAN
ELECTRICAL. - INTERIOR POWER
INTERIOR — _ _
SF10B
ENTRANCE CANOPY ROOF FRAMING PLAN
SF301, SF303
GATE COMPLEX STRUCTURAL SECTIONS
EPIOl
VISITORS CENTER POWER PLAN
SF304, SF305
ENTRANCE CANOPY STRUCTURAL SECTIONS
EP102
GATEHOUSE AND GUARD BOOTH POWER PLANS
C
SF306
GATE COMPLEX STRUCTURAL SECTIONS
EP501, EP502
POWER DETAILS
SF307
EXISTING SECTIONS & ATifP WINDOW FRAME DETAIL
EP601, EP602
PANEL SCHEDULES
SF501 THRU SF504
GATE COMPLEX STRUCTURAL DETAILS
EP603
RISER DIAGRAMS
ARCHITECTURAL
ELE_CTRIC_AL - IN_TERIOR_LIGH_TING
A-101
VISITORS CENTER PLAN - OVERALL
EL101, EL102
VISITORS CENTER LIGHTING PLAN
A-102
VISITORS CENTER PLAN
EL103
GATEHOUSE AND GUARD BOOTH ELECTRICAL PLANS
A-103
GATEHOUSE PLAN
EL401
ENLARGED CANOPY LIGHTING PLAN
A-104
FURNITURE PLAN
ELS01
LIGHTING DETAILS
A-105
VISITORS CENTER AND GATEHOUSE REFLECTED CEILING PLAN
ELS02
LIGHTING SCHEDULES AND DETAILS
A-106
VISITORS CENTER AND GATEHOUSE ROOF PLAN
—
A-107
ENTRANCE CANOPY AND VEHICLE INSPECTION CANOPY PLANS
ELECTRICAL - INSTRUMENTATION
A-108
ENTRANCE CANOPY AND VEHICLE INSPECTION CANOPY ROOF PLANS
A-109
CANOPY REFLECTED CEILING PLANS
E1701
WALLACE CREEK RD & RAMPS K AND L SIGNALIZATION LAYOUT
A-201, A-202
VISITORS CENTER ELEVATIONS
EI7D2
WALLACE CREEK RD & RAMPS K AND L ELECTRICAL DETAILS
A-203
GATEHOUSE ELEVATIONS
E1703, E1704
WALLACE CREEK RD & RAMPS K AND L MAST ARMS POLE PROFILE
A-204, A-205
CANOPY ELEVATIONS
E1705
WALLACE CREEK RD & RAMP J AND M SIGNALIZATION LAYOUT
A 301
VISITORS CENTER BUILDING AND WALL SECTIONS
E1706
WALLACE CREEK RD & RAMP J AND M ELECTRICAL DETAILS
A-302
VISITORS CENTER WALL SECTIONS AND DETAIL
E1707, E1708
WALLACE CREEK RD & RAMP J AND M MAST ARMS POLE PROFILE
A­303
GATEHOUSE BUILDING AND WALL SECTIONS
E1709
HOLCOMB BLVD & RAMP G SIGNALIZATION LAYOUT
A 304
ENTRANCE CANOPY SECTIONS AND DETAILS
E1710
HOLCOMB BLVD & RAMP G ELECTRICAL DETAILS
A-305
ENTRANCE AND VEHICLE INSPECTION CANOPIES BUILDING AND WALL SECTIONS, AND DETAILS
E1711, E1712
HOLCOMB BLVD & RAMP G MAST ARMS POLE PROFILE
B
A-306
ENTRANCE AND VEHICLE INSPECTION CANOPIES DETAILS
E1713
HOLCOMB BLVD & RAMP O SIGNALIZATION LAYOUT
A-401
VISITORS CENTER ENLARGED PLANS AND DETAILS
E1714
HOLCOMB BLVD & RAMP O ELECTRICAL DETAILS
A-402
INTERIOR ELEVATIONS
E1715
HOLCOMB BLVD & RAMP O METAL POST DETAILS
A-403
VISITORS CENTER INTERIOR ELEVATIONS, SECTIONS, AND DETAILS
A-404
SENTRY BOOTHS PLANS AND ELEVATIONS
TELECOMMUNICATIONS
A-405
WAITING SHELTER PLAN AND ELEVATIONS
A-501, A-502
DETAILS
T-101 THRU T 104
SITE COMMUNICATIONS PLAN
A-601
DOOR SCHEDULE HEAD, JAMB, AND SILL DETAILS
T-501
TELECOMMUNICATIONS DETAILS AND RISER DIAGRAM
A-602
COLOR, FINISH, AND FURNITURE SCHEDULES
TELECOMMUNICATIONS - SECURITY
FIRE PROTECTION
TYI01
VISITORS CENTER SECURITY SITE PLAN
FA001, FA002
VISITORS CENTER FIRE ALARM NOTES
TY401
ENLARGED SITE CCTV PLAN
FAI01
VISITORS CENTER FIRE ALARM PLAN
TY402
RADIOLOGICAL SENSOR PLAN AND RISER DIAGRAM
TY501
SECURITY SYSTEMS RISER DIAGRAMS & DETAILS
PLUMBING
CROSS SECTIONS
P-101
VISITORS CENTER PLUMBING SUPPLY PLAN
P-102
VISITORS CENTER PLUMBING DWV PLAN
X-301 THRU X-332
BASE ENTRY ROAD CROSS SECTIONS
P-103
GATEHOUSE PLUMBING PLAN
X-333 THRU X-342
WALLACE CREEK ROAD CROSS SECTIONS
P-501
PLUMBING DETAILS
X-343 THRU X-348
WALLACE CREEK ROAD RAMP J CROSS SECTIONS
P-601
PLUMBING SCHEDULES
X-349 THRU X-357
WALLACE CREEK ROAD RAMP K CROSS SECTIONS
-
P-901
VISITORS CENTER PLUMBING ISOMETRICS
X-358 THRU X-364
WALLACE CREEK ROAD RAMP L CROSS SECTIONS
X-365 THRU X_37T
WALLACE CREEK ROAD RAMP M CROSS SECTIONS
-A
MECHANICAL - SITE
X-372 THRU x-382
HOLCOMB BOULEVARD CROSS SECTIONS
X-383 THRU X-387
HOLCOMB BOULEVARD RAMP G CROSS SECTIONS
MSi01
MECHANICAL PIPING SITE PLAN
X-388 THRU X-390
HOLCOMB BOULEVARD RAMP N CROSS SECTIONS
r�-X-391
THRU X-395
HOLCOMB BOULEVARD RAMP O CROSS SECTIONSMECHANICAL
- HVAC
X-396 THRU X--401
HOLCOMB BOULEVARD RAMP P CROSS SECTIONS
X-402 THRU X-404
HOLCOMB BOULEVARD RAMP 0 CROSS SECTIONS
7MAY
Q 2 D f15
MH101
VISITORS CENTER MECHANICAL PLAN
X-405 THRU X-408
HOLCOMB BOULEVARD RAMP S CROSS SECTIONS
MH102
GATEHOUSE MECHANICAL PLAN
X-409 THRU X-415
HOLCOMB BOULEVARD RAMP T CROSS SECTIONS
MH501 THRU MH503
MECHANICAL DETAILS
X--416
HADNOT SERVICE ROAD CROSS SECTIONS
i
MH601, MH602
MECHANICAL SCHEDULES
1
2 3
4
5
NAVFAC
11 44:18 AN 04-08-201 1
r DTZ
Im
MACTECIRK&KJV
? L)
T.
iS=
ti ,.
m Z
Z
W
Q a.
�
_a
�Y
w
U
co
t
0
- W
ui
w
wj-
0
z
C)
w
�
N
x
-
Z :
c r•
E.I3� r.I1049 I

1 2 3 4 5
v_OLUM�_ni
GENERAL - INFORMATION STRUCTURAL
XI001 TITLE SHEET XS701 THRU XS727 NORTHBOUND STONE STREET BRIDGE
XI002 THRU X1004 INDEX OF SHEETS XS728 THRU XS754 SOUTHBOUND STONE STREET BRIDGE
D X1401 PROJECT LAYOUT X$801 THRU X5832 WALLACE CREEK BRIDGE r
X1402 ROADWAY SHEET LAYOUT X$901 _ LOCATION SKETCH - CULVERT C-3
XS902 GENERAL PLAN AND ELEVATION - CULVERT C-3
GENERAL - TYPICAL SECTIONS XS903 WINGWALL DETAILS - CULVERT C-3
XS904 TIMBER PEDESTRIAN STRUCTURE AT CULVERT C-3
7301 THRU XT304 BASE ENTRY ROAD TYPICAL SECTIONS. XS905 LOCATION SKETCH - CULVERT C-A
XS906 GENERAL PLAN AND ELEVATION - CULVERT C-4 I
BORINGS XS907 WINGWALL DETAILS - CULVERT C-4 i
w XS908 TIMBER PEDESTRIAN STRUCTURE C-4
XBD01 SOIL BORING KEY X5909 LOCATION SKETCH - CULVERT C-5
XB101 THRU X8103 BASE ENTRY ROAD - SOIL BORINGS XS910 GENERAL PLAN AND ELEVATION - CULVERT C-5
XB2D1 STONE STREET BRIDGE PROFILES - SOIL BORINGS XS911 WINGWALL DETAILS - CULVERT C-5 �®
X82D2 WALLACE CREEK BRIDGE PROFILES - SOIL BORINGS XS912 TIMBER PEDESTRIAN STRUCTURE C-5
XS913 LOCATION SKETCH - CULVERT C-6
CIVIL XS914 GENERAL PLAN AND ELEVATION - CULVERT C-6
XS915 WINGWALL DETAILS - CULVERT C-6 wXl�alrFw�
AC
XC101 BASE ENTRY ROAD FENCE PLAN XS916 TIMBER PEDESTRIAN STRUCTURE AT MULTI -PURPOSE TRAIL STATION 99+00 bL&f
1144. t9 AM 04-08-2011
CIVIL - QNOLITION ELECTRICAL - SITE
XD101 THRU XD102 ROADWAY REMOVAL PLAN XE001 LIGHTING KEY `oieslrgC
XE101 PEDESTRIAN CULVERT LIGHTING PLAN
CIVIL=GRADING XE501 PEDESTRIAN CULVERT LIGHTING DETAILS
XE502 POWER DETAILS 'yw�''•. IHE,
C XG101 THRU XG110 BASE'ENTRY ROAD DRAINAGE PLAN
XG501 DITCH DETAILS ELECTRICAL - INSTRUMENTATION
XG502 WET DETENTION BASIN PLAN' - BASIN Cl'
XG503 DETENTION BASIN SECTIONS - BASIN Cl XY701 BREWSTER BLVD & CHARLES ST SIGNALIZATION LAYOUT
XG504 OUTLET DETAIL - BASIN Cl XY702 BREWSTER BLVD & CHARLES ST ELECTRICAL DETAILS
XG505 WET DETENTION BASIN PLAN - BASIN C2 XY703, XY704 BREWSTER BLVD & CHARLES ST MAST ARMS POLE PROFILE
XG506 DETENTION BASIN SECTIONS - BASIN C2 XY705 BREWSTER BLVD & RAMPS A & B SIGNALIZATION LAYOUT
XG507 DETENTION BASIN SECTIONS —BASIN C2 XY706 BREWSTER BLVD & RAMPS A & B ELECTRICAL DETAILS om
'XG508 OUTLET DETAIL - BASIN C2 XY707, XY70B BREWSTER BLVD & RAMPS A & B MAST ARMS POLE PROFILE
tXG509 SERVICE ROAD DETAILS - BASIN C2 XY709 WALLACE CREEK RD & RAMPS K AND L SIGNAUZATION LAYOUT MACTEG I RKBK JV
XG510 TRASH RACK DETAIL XY710 WALLACE CREEK RD & RAMPS K AND L ELECTRICAL DETAILS r ,,
'XG511 WET DETENTION BASIN VEGETATION PLAN XY711, XY712 WALLACE CREEK RD & RAMPS K AND L MAST ARMS POLE PROFILE Sw•.a
XG512 THRU XG515 EROSION CONTROL DETAILS XY713 WALLACE CREEK RD & RAMP J AND M SIGNALIZATION LAYOUT
'XG601 THRU XG605 DRAINAGE SUMMARY SHEET XY714 WALLACE CREEK RD & RAMP J AND M ELECTRICAL DETAILS
XG701 THRU XG710 BASE ENTRY ROAD EROSION CLEARING AND GRUBBING PLAN XY715, XY716 WALLACE CREEK RD & RAMP J AND M MAST ARMS POLE PROFILE
XG801 THRU XG810 BASE ENTRY ROAD FINAL EROSION CONTROL PLAN
CROSS SECTIONS
CIVIL —OPERATION AND MAINTENANCE
XX301 THRU XX346 BASE ENTRY ROAD CROSS SECTIONS e_ 1: 1<<s CAP I.- Ak
X0001 TRAFFIC CONTROL GENERAL NOTES
X0002 TRAFFIC CONTROL SEQUENCE OF CONSTRUCTION
X0341, X0302 TRAFFIC CONTROL TYPICAL SECTIONS
B X0601 THRU X0602 STORE STREET PHASE DIAGRAMS
CIVIL - PAYING A 5
XP101 THRU XPIII BASE ENTRY ROAD PLAN & PROFILE
XP201 THRU XP205 BASE ENTRY ROAD MULTI -PURPOSE TRAIL PROFILE = a K
XP561 THRU XP503 CONCRETE BARRIER SPECIAL DETAILS
XP601 THRU XP603 BASE ENTRY ROAD EARTHWORK SUMMARY m
z
CIVIL - SIGNING AND PAVEMENT MARKING L ¢ W Q
a
X7101 THRU XZ112 BASE ENTRY ROAD SIGNING & PAVEMENT MARKING PLAN } J
X7113 WALLACE CREEK ROAD SIGNING & PAVEMENT MARKING PLAN
X7501 SIGN DETAIL C7 cD
XZ502 THRU X7505 CUSTOM SIGN DETAIL Z T W
XZ601 SIGNING SCHEDULES w _ a W
z Z co
CIVIL - UTILITIES 0 U < Y1
XUI01 THRU XU104 BASE ENTRY ROAD UTILITY PLAN �
XU501 UTILITY DETAILS LLa N
Z
=a
MAY 0 2011
BY a 5
G1004
1 2 3 4 5 .... -.

I Z A 1
I
PAVEMENT SCHEDULE
Cl 2- ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
C2 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
4 DI A' ASPHALT CONCRETE XTERMFDIATE COURSE, TYPE 119 DC
02 4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
El 5.5'ASPHALT CONCRETE BASE COURSE, TYPE 315. QC AT A RATE Cf
114 US. PEA SO. YARD -
NOTES:
I PAVEMENT EDGE SLOPES ARE I:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, R ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
* SEE DETAIL SHEET CP501 (TYP.)
-
f.
EXIST GROUND J/
. I
1�
A
a' AGGREGATE ftmF COURSE
J2
6' AGGREGATE BASE COURSE
J3
a' AGGREGATE BASE COURSE
J4
t0' AGGREGATE BASE COURSE
J5
12' AGGREGATE RASE COURSF
RI
1 1'-6' CONCRETE CURB AND GUTTER
BID
R2
R5
2'-6' CONCRETE CURB AND GUTTER
5' MONOUTHIC CONCRETE ISLAND (SURFACE MOUNTED)
R9
2'-9' CONCRETE CURB AND GOITER
RIO
SHOULDER BERM GUTTER
T
EMBANKMENT
V I
SINGLE FACE BARRIER
rk
i
VARIES 34, TO 38'
ARK 4' VARIES 5' To 7' VAR1f5 5' TO 7' 4•
i
i
6RAOE !
POINT 1
o.ais
BASE ENTfRY RQ,AD
GRADE TO TYPICAL SECTION FOR GRADING ONLY
THIS VINE NTS
STA_ 274+88.74 TO STA.276+00,00
1
THIS LINE
NTS
STA-276+00.00 TO STA.281+00.24
MAY 0 Z011
gv -
GRADE TO
THIS LINE
,J
W
BARRIER MEDIAN
x
X' RAIL
y
Y' RAIL
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
U2
COSTING PAVEMENT
IB•
Z I 4' CONCRETE PAV NG
..i. VARIABLE
sl M SLOPES
E -- y -
EXIST
GROUND
NAWFAC
11-48A2 AM 04-08-7011
r `�ft..... +
r•
MACTEC J RKBK JV
I:In1lrxRir
l l4"1R� 11 GII
ccs IC wo GAP I:- AMP
��Cu yixA'E.
'Y u
oUg �
FE
bZ W v
;tea
a
O CL
.► v
U
Z ' " F'
0.
W
w n W �
0 tC
U
w � rr
ZS r
>� u _NZ LPLI
W T J
V' � LLf
L m <
0
G. D]
�a
x�y V
r Z w W
ur1• 8S PTDiEG
sr�i-r M. PIlEi
Werra[ xxW ro
125Er_'5'3
13 T1 k49
1rr GX30i
7
T
7

G
J ■
mIIIIIIIII
a
PAVEMENT SCHEDULE
Jl
4' AGGREGATE BASE COURSE
R2
2'-15' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE 119-5A
J2
6' AGGREGATE BASE COURSE
R5
5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
X
X' RAIL
C2
I
i 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-5C
jjjj
J3
B' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
W RAIL
DI
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE i19.0C
J4
10' AGGREGATE BASE COURSE
Ra 0
SHOULDER BERM GUTTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WFTH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08
J§
12' AGGREGATE BASE COURSE
T
EMBANKMENT
LJ2
EXISTING PAVEMENT
El
5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF
114 LBS, PER SO, YARD,
R3
1'-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
z
4' CONCRETE PAVING
NOTES?
I PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLAINS FOR TURN LANES, TAPER LOCATIONS, R ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PUN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
a SEE DETAR SHEET CPSOI RYP.)
TRAVEL LANE TRAVEL LANE 2, SHED
FDI
4 c i -GRADE
■♦ Po=Nf 1
`1O
NA
EXIST GROUND
3' 0' 7'-4' TO 10 12,
SHLATO 3 FDPS TRAVEL LANE
1
GUARDRAIL 77
p_�O6 0.025 Zj11125
/ bT FYI`) 12 i GRADE T
/ THIS LINE
SOUTHBOUND LANES 24' -
I L%54AM 04-OS-2011
6' 12' 12' 10'
C �Ica CAR SHLD 2, TRAVEL LANE TRAVEL LANE 4' S • •• a''.Yi •,
`E55 `"Y••.
" v
FDPS PS -----_------
GRADE - - •a SEAL -_
rVARIABLE
J31 r AIM C7 V O �> SLOPES r p35853 g
0025 U
0.025 Z
El 4� EXIST
D1 � GROUND
D GRADE TO
T
THIS LINE
SEE INSET B
MAGTEC/RK&KJV
w. rn
no vwsa w
:rs ...ir 1--r GAP Iw AM
:ter ur,+u�
:EWii W[•
INSET INSET B J
STA. 282+45.96 TO STA. 287+33.44 STA, 280+00.00 TO STA. 287+33.44 o`
STD. 288+86,19 TO STA 292+54.91 STA. 288+86,19 TO STA 292+61.17 z
STA.309+B7.24 TO STA.313+18.14 STA, 302+04.60 TO STA. 303+35.61 Z
O
STA. 322+93.17 TO STA. 326+92.10 STA, 309+87.24 TO STA. 31D+62.11 Q
STA. 333+16.40 TO STA. 338+51.84 y, STA. 334+60,05 TO STA. 339+59,37 w m Z U
i V ❑ Li1
VARIES 94' TO 76' ` z W O Ln
i Q (L J
NORTHBOUND LANES 24' VARIES 46' TO 28' SOUTHBOUND LANES 24' U [h [[ d
co
z
30' 10, 12' 12' 6' VARIES 17'TO 10' i VARIES 17'TO 6' 6' 12' 12' ID' 18, 6' ® 10, a Lu Q
SHED 4, TRAVEL LANE TRAVEL LANE 2, SHED SHED 2,TRAVEL LANE TRAVEL LANE 4, SHED LU [� UJ Q
�Q 7DP2S5 1 FD 1 GRADE GRADE FDPS O /____ -----
.-. o Q Q
/ vARIABLE Z U a7 r
V " C2 -POINT 1 '� �PolNr- 5
LL Oo25 0.035 0.035 0.025 SLOPES W a 0p8 0.025 -�' j _ 0A25 0,025 U08 = _-_.___
d: r
y., 6" EI D7 J1 EXIST U R� N
6 D7 D 7; "P) U1` * 6� O GROUND :F <
GRADE TO
o J
NPR Cry,)
a THIS LINED BASE ENTRY ROAD THIS LINE D Fm ¢ o m
-�- -._ TYPICAL SECTION `
/
NTS
z_
EXIST GROUND J „ ,\ NORTHBOUND LANES STA.351+49.29 TO STA. 354+99.019
pppppp SOUTHBOUND LANES STA. 349+48,97 TO STA, 35A+99.01 �L �..,.r ~ 'J�
! - - �.. Imo_ . _
w-r: 45 C+6T U
24' SANITARY MAY U Z o l T [0 5oxc',�+.. n.. P1333
6-WAY FORCE MAIN
5' DUCTS
�]
"• I25G'�675
30" RAW WATER BY: sect= 1- c 1045
GX302
DI D
qlE11�Nll
BASE ENTRY ROAD
E TOxTYPICAL SECTION
A THIS LINE NTS
STA 281+00.24 TO STA. 287+58.44
STA, 288+61.19 TO STA.803+60.74
NORTHBOUND LANES STA.309+62.1i TO STA.327+42AS
NORTHBOUND LANES STA.333+30.69 TO STA. 351+49.29
SOUTHBOUND LANES STA-309+62.11 TO STA-327+81.92
SOUTHBOUND LANES STA, 333+86.04 TO STA. 349+48.97

1 1 2 1 3 1 4 15
I
PAVEMENT SCHEDULE
JJ
4• AGGREGATE BASE COURSE
R2
2'-6• CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
2' ASPHALI CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
6' AGGREGATE BASE COURSE
R5
5` MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
X
%' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE. TYPE S9-5C
J3
8' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y' RAIL
Dj
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0C
'
J4
IV AGGREGATE BASE COURSE -
RIO
SHOULDER BERM GUTTER
ui
-
EIUSTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WRH EWAAMKME14T TO
BOTTOM ELEVATION OF BASE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
EYJSTING PAVEMENT
El
5.5" ASPHALT CONCRETE BASE COURSE, TYPE 825.00 AT A RATE OF
114 LBS, PER Sq. YARD,
RI
l -6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
4• CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. ®®
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, L ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY. 44' ,®®
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
i
I
WHEN SLOPE -STAKE POINT FADS OUTSIDE THE HINGE POINT DISTANCE, 46 �►
MAINTAIN APPROPRIATE MAAMUM OR MINIMUM SLOPE. 1
* SEE DETAIL SHEET CP507 jiYP.} l-•6• 8' 12, 12' a' i'�' 17.5' i7.5' 1 a• 12' 12, e' w 4-p8-20 t I
THE AREA BETWEEN THE APPROACH SLAB AND WINGWALL SHALL BE PAVED SHLD TRAVEL LANE TRAVEL LANE SHED TRAVEL LANE TRAVEL LANE SHLD r,.•,.AT}5• CA�n, �.!y
WITH 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
1
SEAL 'I i
_
a.°2s eo1 BASE ENTRY ROAD rpo
C
L OVER WALLACE CREEK OAD BRIDGE
TYPICAL SECTION
V NTS v
Y STA. 287+58.44 TO STA. 286+61.19 y Arm
DTZ
8.5' CONCRETE SLAB SEE STRUCTURAL SHEETS FQR DETAILS
CONCRETE GIRDER (RAJ
CONCRETE GIRDER (TYP.j
8.5' CONCRETE SLAB
lib'-2'
MACTE CG RK&K JV
w.atn
46'
Y B' 1'�' B' 12' 12' 12, 4' 1 �' 1T�" 17'-6' 1 -6' 4' 12' ]2' 12, 8' xlmew�wle
1 MULTI- SHLD TRAVEL LANE TRAVEL LANE TRAVEL LANE SHLD SHLD TRAVEL LANE TRAVEL LANE TRAVEL LANE SHTD !�•
PURPOSE
TRAIL 7 1 1 1 - i t j ,. I C n uv
CA
GRAM E u[' IC X�� P K- GI1P
POINT 1 [GRADrcim vu to
0-OT6 O.o25 0.023 0.025 °O-�5 0-025 0.025 0.025 a.urn wwx•
rrr rr .w
RNre w1+.
Y PRESTRESSED CONCRETE Y U U a
PREMSSED CONCRETE BASE ENTRY ROAD OVER BEARHEAD CREEK BRIDGE CORED SLAB
CORED SLAB (TYP.) TYPICAL SECTI-ON 3 V2' ASPHALT CONCRETE SURFACE i o
NTS COURSE, TYPE 59-5C
3 1,2' ASPHALT CONCRETE SURFACE Q M T
COURSE, TYPE S9-5C STA. 303+60.74 TO STA. 309+62.11
SEE STRUCTURAL SHEETS FOR DETAILS m H U
o W 0 -
z fa
KC q' <
O
m U
cc CL
46' (I} � Z
Z
fr Lu d uJ n
1'�' B• 12' 12' 4' 17'�' 1T-6' 1'-6' 4' 12' 1Y 12' b' 1'�' Z ? Z N O
SHLD TRAVEL LANE TRAVEL LANE SHLD TRAVEL LANE TRAVEL LANE TRAVEL LANE SHLD D Q L-
C3 J m
_- GRADE1 GRADE_ 'Ita N
0 C72 - K. l F'O'"T A F y f r' Z LLI
0.6.II r Q wLLJ
LL G
I '
o.5
V
9' CONCRETE SLAB 4
aZ+
j
CONCRETE GIRDER ITYP.) BASE ENTRY ROAD OVER HOLCOMB BOULEVARD BRIDGE CONCRETE GIRDER "P.) u,lo A5 N9TE0
TYPICAL SECTION 9' CONCRETE SLAB
NTS 1� Mrl,<M,,..,w
��� -.� �_ �. T:.+�
° NORTHBOUND BRIDGE STA. 327+42.15 TO STA. 333+30.69
a:
SOUTHBOUND BRIDGE STA, 3271-81.92 TO STA. 333+86.D4 •r cA+..w +r.
SEE STRUCTURAL SHEETS FOR DETAILS
MAY Q 2011
:, i5 5`o sz p4y
GX303�

7
C7
8 .
IN
\j a'
■
■
■
■
■
■
■
PAVEMENT SCHEDULE
A
4- AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
6' AGGREGATE BASE COURSE
R5
5- MONOLITHIC CONCRETE ISLAND ISURTACE MOUNTED)
X
x RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 59-sC
J3
B' AGGREGATE WE COURSE
R9
I 2'-9' CONCRETE CURB AND GUTTER
Y
Y' RAIL
DI
A' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
14
10' AGGREGATE BASE COURSE
RIO
SHOULDER BERM GUTTER
Ul
EXISTING PAVEMENT AN0 SUBGRADE TO BE
REMOVEO, REPLACE WTTH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
02
4' ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE 119.00
J5
32' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
EXISTING PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF
114 U35. PER SQ. YARD.
RI
1'-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
A- CONCRETE PAVING
NOTES:
I PAVEMENT EDGE SLOPES ARE M UNLESS SHOWN OTHERWISE,
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, a ISLANDS
3 TYPICAL SEC11101S ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
VARIES 39' TO 61' VARIES 27' TO 39' EXISTING CONDITIONS
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE, 4' VARIES 12' TO 42' 4' i
MAINTAIN APPROPRIATE MAMMUM OR MINIMUM SLOPE_ EX EX
# SEE MAIL SHEET CP501 [M.) SHEDSH
10. VARIES WTO 19' 12, 4' VARIES 5' VARIES 2' 4- VARIES 0' 12, VARIES i0' VARIES VARIES 2'! 10, 2'
## WALLACE CREEK ROAD 6Y OTHERS SHED TRAVEL TRAVEL EX TO 10' TO 12' EX1 TO 12, TRAVEL WTO 12' SHED (SEE PLANS) at PANS) ; MULTI-
LANE LANE SHLD SHED LANE RIGHT TURN i PURPOSE
4 LANE TRAM
1' a. 4'
_ FDPS FOPS
GRADE GRADE t r
POINT rolNr '•
Qcx / cz
I 0075
- --'-� `6 T 6:1 r�'�-r'- — -�C�- _ =_ -- 0.025 �_ 0AE 0.02 0.08
_- _ -___ _
��Ri
# J *GRADE TO `J
GRADE TO EXIST GROUND
SAWCVT (TYP) THIS LINE
THIS UNE
- EXIST GROUND
WALLACE CREEK ROAD ' 12' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0C
TYPICAL SECTION SHALL BE USED WHEN WIDENING IS V OR LESS.
NTS
STA. 30+07,69 TO S1A, 36+17.57
39' 27'
B' 12' 12, VARIES 12, 17, 12' 4' 5' VARIES 9'
SHLD TRAVEL LEFT TURN 6'TO LEFT TURN LEFT TURN TRAVEL EX TO 10,
LANE LANE 1B' LANE LANE LANE SHLD MULTI-
4' 9' PURPOSE
FUPS 1.5' 1.5' TRAIL
t
GRADE
roD+[E POINT 1 CI
C7 1 0025 _ i 0.C1S ` 0-025 0.02s 0.08
--- f--------
_ '------- ` ---------------
10 _
6=1 -------- --`---- 70
EAST CURB l:a GE/ARDRALL ........
......_ a GNTER
*\\\ SAWCUI (".I WALLACE CREEK ROAD
EXIST GROUND TYPICAL SECTION EXIST GROUND
NTS
STA, 36+17.57' TO STA. 3B+17.87 (BEGIN BIBOGE)
STA. 39+31.27 {END BRIDGE)TO STA. 40+98,57
1 Z A
MAY]02011
13Y:
G
NAIFAC
11z 5010 AM 04.08.201 1
�? 3
- SEAL } -
cfi,Y-03I�t. r
'.1���
DTZ
im
iwsx
MACTECIRKBKJV
xs iC Iw• LAP 1u- AU?
rr,n,
awi:. r.w
oU�
�
vi
W�N
o
w
�
tea+
12
' U
L1J
d
m zLij
Q
l
d �
CD
4LiJ f1
U
y-
EL
U
cr
co
F-
C9
Z
m Z
�
�
a
LU LU
a
LJJ
LZ
boa
z
tU�
LU
to
n 3
CJ
LU
UJ
_N
} Z
U`I
4
= Q
LL
n
_J
J
�za
12592526
1 16 a 10
G
a
1-11
..✓

1 2 i 3
CI
1
#I
�I
a
yT!
V
i
z
a
PAVEMENT SCHEDULE
JI
4- AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Ci
2 ASPHALT CONCRETE SURFACE COURSE,TYPE SF4-3A
J2
6• AGGREGATE BASE COURSE
I
RS
5- MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
X
rRAIL
C2
3' ASPHAL7 CONCRETE SURFACE COURSE,TYPE 59-5C
J3
8' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GLITTER
Y
1rRAIL
POSTING PAVEMENT AND SUBGRADE TO BE
Dl
4• ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE It9.0C
14
10' AGGREGATF BASF COURSE
Rita
SHOULDER BERM GUTTER
IJi
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
J5
12' AGGREGATE BASE COURSE
1'�• CONCRETE CURB AND GUTTER
T
EMBANKMENT
U2
Ea5TING PAVEMENT
El
5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF
114 LES. PER $0, YARD.
RI
V
SINGLE FACE BARRIER
Z
4' CONCRETE PAVING
NOTES: ~~
I PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, d ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY,
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE
MAJNTAJN APPROPRIATE MAXIMUM OR MSNIMLTM SLOPE.
+ SEE DETAIL SHEET CPS01 FTC.)
** WALLACE CREEK ROAD BY OTHERS
3 �
_ 2' 10' 2' 12, lC
MULTI- SHI
PURPOSE
TRAIL
v� ViF0�_rLVN
- ,9.•
3b -
r
L BASE ENTRY ROAD SUPERSTRUCTURE
17'-1' M)NTMUM
39' VERTICAL CLEARANCE 21'
B' 12' 12' VARIES 12' 12, 12' 4' 5' 9'
SHLD TRAVEL LEFT TURN 6170 LEFT TURN Lin TURN TRAVEL EX MULTI-
LANE LANE 16' LANE LANE LANE SHLC PURPOSE
4' 9' TRAIL
OPS 1.5' 1.5'
GRADE
GRADF_ DINT
Z POINT 1 CI
1 P,025 -_ 0.025 l 0,a4 W5
='=W 0.02
---- -----------
I----- _--- _
**T n
s ExiST CURB GUARDRAIL
L GUTTER i !
SAWCUi (TYP-j 1
WALLACE CREEK ROAD � WATERG MAIN
TYPICAL_ SECTION
NTS
57A, 38-17, 87 (BEGIN BRIDGE] TO 57A. 39+31.27 FEND BRIDGE)
1' VARIES 15' TO 42' 4'
Ex Ex
SHLD SHL
VARIES 12' A' VARIES B' TO 23, VARIES A' 12' VARIES
D
0'TO 12'
TRAVEL
E% 1 6 TO 11' EX
TRAVEL
0'TO 12'
S
RIGHT TURN
LANE
SHLD SHLO
LANE
TRAVEL
LANE
i
LANE
�
4'
FOPS
FOPS
�
�
PONTCAADE
-
n
* GRADE TO
EXIST GROUND THIS UNE
MSE WALL (TYP_)
—BRIDGE ABUTMENT (T1'P.I
* GRADE TO J --- --,
SAWCUT (TYP.f THIS FINE
E3B5T GROUND ---
WALLACE CREEK ROAD
TYPICAL SECTION iww� USED CONCRETE �G1s i OR LESS n9'a
NTS
STA.40+98.57 TO 47+75.00
7
MAY 2011
B S/
HAVFAC
11:50 IS AM O4.08-2011
(-05 OT'0� 0 NCilr yyr
I4,
c �� -yam
SEAL 's
� 7
.'` 3
NHIE f_
i ti�tE;a�0
4ti
OIV
rm
MACTEC I RK&K JV
Vlr Wir
�8
z �1
R N �
m F- uj
0Z LLI - J
< Q Q U
O m EL
U F- I-
9 aED W o
w ti uJ x
Z W V Q EdLh m
LU y cc
w W
t ` N2 w
J L U
V m -�
I
a
o
aS VOTED
P1383
rr�cconrw.�r..
�r.0 OAd AN4
12592527
:E-. 17 rr 1049
.1)
a
1
I
J
GX305

1 rl z A C:
7�
I
IN
c
I
�I II
Yr
E
J
a
i
0
L'
■
r�
■
1
PAVEMENT SCHEDULE
J1
4' AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
C1
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
6' AGGREGATE BASE COURSE
R5
5- MONOLITHIC CONCRETE LSLAND [SURFACE MOUI m)
x
X' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
J3
B' AGGREGATE BASE COURSE
R9
2' 9' CONCRETE CURS AND GUTTER
Y
Y' RAIL
Di
A' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0C
14
IW AGGREGATE BASE COURSE
RTO
SHOULDER BERM GUTTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WTTH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
I' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0E
J5
_12' AGGREGATE BASE COURSE -
T
EMBANKMENT -
U2
EXISTING PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE B25.0C AT A RATE OF
114 LBS. PER SO. YARD.
Rl
V-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
A' CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLAN5 FOR TURN LANES, TAPER LOCATIONS, S ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
* SEE DETAIL SHEET CP501 (TYP.)
®30' 10' ! 14' 14' 12' VARIES VARIES 2; 10' 2' 2.5' VARIES 2.5id' 12' VARIES VARIES 2' 10, 2'
SHED s TRAVEL TRAVEL. SHOD (SEE PLANS) (SEE PLANSl MULTI- (SEE PLANS) TRAVEL SHCD (SEE [SEE ! MULT!-
IANE 1,ALdE _ PURPOSE LANE PLANET S - PURPOSE
!' I 2' 1' _ TRAIL ! 1' TRAIL
�-
FDPS i FDPS _ ;FOPS
__ " 1 RWALLACE CREEK
ee r 1 ROAD
/ RAMP
AMP
Z GRADE i !
POINT I
GRADE I
_ ! a
C7 GE GRADE
FaINr 1
0.02I I 0.073 PINT " I a.039 1i pDINT 1
- 0.0 V o.oa Y'IR. 3'•1
Z06O'd ! 0.01 0.02 D. P1b-A 1 T 0
`SO Dl
Is
ClCl
(TYP) b TT
- --- *GRADE TO *GRADE TO
THIS LINE EXIST GROUND THIS LINE \— EXIST GROUND
Ex!st GROUND
WALLACE CREEK ROAD INTERCHANGE RAMP J WALLACE CREEK ROAD INTERCHANGE RAMP J RIGHT TURN LANE
TYPICAL SECTION TYPICAL SECTION
NTS NTS
$TA. 2100+39.00 TO STA. 2107+22.21 STA. 2M+00.00 TO STA. 20M+6A.71
EXIST GROUND
q
030' 10' 14' 12' VARIES VARIES 2'� 10' 2'
SHLD i TRAVEL SHLD (SEE PLANS) (SEE PLANS) t MULTh
U
LANE i PURPOSE
E
I'm FDPS
Z
a I
z � GRADE I
POINT
I C4 GLADE
Bas 0,0] 0.02s POINT \I i
T al V,�0..008
3� ICI
O 6.7 10
� q•\ S al
J b Is 6" 1
THIS UNE
WALLACE CREEK ROAD INTERCHANGE RAMP J
TYPICAL SECTION
NTS
STA.2107+22.21 TO STA.2110+20.79
I
1
i
EXIST GROUND
1
MAY 02011
i'I.
1131:10 A1� M-Obldl i
3ML70'f�Nll."hhh
SEA
if
DU
fm
I
MACTEC I RK&K JV
�m
,uinv
!�K� Jyr 14 Vl
xs 1[ K^• GCP Its eu?
�•cr
w�.wa•
IKi FxILLa
KV1
601 N
t_X
m <
;Z W— a
Q
p < —
lM
Z "Z u
w
ilu w I 11 c:l
Z -0 O
z U CQ s
J
tu
Q) g
W
W NZ W
zT
1) m LLT W
L V
z 9 o J
xza
a
uut< s a5 VOTED
12592523
sK.r IE re I049

e n 7 A C
a
PAVEMENT SCHEDULE
A
A' AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
W
i
BARRIER MEMAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
6' AGGREGATE BASE COURSE
R5
5- MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED]
x
V RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
J3
S' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y' RAIL
DI
A' ASPHALT CONCRETE INTERMEDLATE COURSE, TYPE 119.0C
J4
10' AGGREGATE BASE COURSE
RIO
SHOULDER BERM GUTTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
, REPLACE WITH ELEVATION OF BASEMBANKMENT
REMOVEDN MENTT TO
REMOVE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.06
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT -
LJ2EXISTING
.PAVEMENT.
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF
114 LAS. PER SO. YARD.
RI
V-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
z
A. CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, E ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAX]
... ... .. ... _.___
r SEE DETAIL SHEET CP50i (TYP.;
EXIST GROUND 1
WALLACE CREEK ROAD INTERCHANGE RAMP K
TYPICAL SECTION
NTS
STA. 2200+00.00 TO STA 2206+40.09
3
VARIES 14' TO 24'
VARIES VARIES
® 30' 10, 12, TO 14' O' TO 12'
15, 12'
6'
SHLD LEFT TURN RIGHT TURN
SHLD
LANE LANE
4'
12, p
w �� 2
FDPS
FDPS
s ,
t
GRADE i
O � �
=u
yi
LL
POINTI
Q]
10.02 0A25
,ale I O.a35
GUARDRAIL
OoII
TO01
156.
*GRADE TO
THIS LINE
EXIST GROUND —/
WALLACE CREEK ROAD INTERCHANGE RAMP K
TYPICAL SECTION
NTS
STA. 2206 r 40.09 TO STA. 2212 +02.16
Himmul
11:51:21 AM 04-08-201 1
10, VARIES VARIES 10' is, 12' 12' 6' 10'
SHLD (SEE {SEE SHLD TRAVEL SHLD
• ii r
PLANS] PLANS] LANE SEAL =
A" 4' i 4' p } 035853 z
N '' >4/
FDPS FDPS iFDPS
MATCH WALLACE CREEK Z Z V -_ .4......�r'F �..
ROAD / RAMP K H O = O --
GRADE
LL C7 POINT 1
Ogg-, 005
0.038 is Ol ! 6'2 ►? EXIST
1 (TYp) T \ GROUND
EXIST * GROUND GRADE TO MACTEC / RKBK JV
THIS LINE
N+1F9
f'VR p1Yfy[P VNl'
WALLACE CREEK ROAD INTERCHANGE RAMP K RIGHT TURN LANE
TYPICAL SECTION
NTS
STA 2500+00.00 TO STA 2501+33.62 = TC 1— GAP It- AMP
n'IV
_ U
"Z
W ♦� In
Z c
to a
z � p LL
Qa
00
U cr
L*)
0 m ~
z Mzcc a
aw z
LU w LLJ
Z = Z U)
z !! U o
LU �j Y
- uJ N w
>; �t= w}Z w
EXIST = Q Li!
GROUND LL "' U
J i a.
= 7
2s w a
AS NOTED
MAY 1 U 2011
vc¢ Al2�C'529
BY: is " I049
GX307
7 n

ME
PAVEMENT SCHEDULE
Jl
A- AGGREGATE BASE COURSE
R2
1W CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
C1
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
6' AGGREGATE BASE COURSE
R5
5' MONOUTHIC CONCRETE ISLAND (SURFACE MOUNTED)
K
K' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE $9-5C
J3
B' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y RML
FASTING PAVEMENT AND SUBGRADE TO BE
D1
1' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0C
J4
10' AGGREGATE BASE COURSE
R1O
SHOULDER BERM GUTTER
Ul
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
1' ASPHALT CONCRETE -INTERMEDIATE -COURSE, TYPE 119.011
J5
12- AGGREGATE WE COURSE
T
EMBANKMENT
U2
EASTING PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE B250C AT A RATE OF
RI
1'-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
1' CONCRETE PAVING
114 LESS. PER SO. YARD.
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE,
2 SEE PLANS FOR TURN LINES, TAPER LOCATIONS,B ISLANDS
3 TYPICAL SECTIONS ARE MR INFOMMTION ONLY.
SEE ROADWAY AND Ui1LRY PLAN SHEETS MR AMAL LINT OF CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FADS OUTSIDE THE HINGE POINT DISTANCE,
MAINTNN APPROPRIATE MAAMUM OR MINIMUM SLOPE.
s SEE DETA1l SHEET CPSOI LTYP.)
10' 11' 12, 12' 6'
SHLD
TRAVEL
SMLO
LANE
it 2
S
Fops
FOPS
5
GRADE
' GRADE TO —j
EAST GROUND
THIS LINE
WALLACE CREEK ROAD INTERCHANGE RAMP L
TYPICAL SECTION
NTS
STA.2300+22.00 TO STA2314+67.51
EASTING CONDITIONS
2.5VAAES 2.5'
IB' 10' VAAES
VANES 2' 10, 2'
(SEE PLANS)
TRAVEL SHLD (SEE
(SEE MUITI-
IANE
PLANS))
PLANS
PURPOSE
1'
RA L
;FDPs
MATCH WALLACE CREEK
I
O
ROAD / RNAP L
z
O
D
GRADE '
LL
CT POINT
0.0]R\
0'B_
008 002 a.,
6'
T
RYFl UT
///
EAST
GROUND—
BGRADE TO
THIS LINE
WALLACE CREEK
ROAD INTERCHANGE RAMP L RIGHT TURN LANE
TYPICAL SECTION
NTS
VA, 26M+0000 TO STA 26W+66.94
Ia.9Li1
I
151:360.N p1•�rOm
DTZ
Olt
MACTEC/RKBKJV
:�•,rE Plo77
o
Z=A
0
n�
C
o
Q
U
Q
O
c
U
u
�
Z
C
2
U
Q
W
= t
z
C
U
W
� C
>H
LL
m
oQ
o
-Z
AS
MAY 1 Q 2011
-T-•-
�I'59:
B7.
511, 10 0
GM

rX A G
G7
J ■
PAVEMENT SCHEDULE
JT
A' AGGREGATE BASE COURSE
R2
21fi' CONCRETE CURB AND GUTTER
W
x
9AMER MEDIAN
%•RAIL
Cl
2' ASPHALT CONCRETE SURFACE COURSE, ME SF9_5A
J2
6' AGGREGATE BASE COURSE
R.5
5' MONOLITHIC CONCRETE 4LWD (SURFACE MOUNTED]
C2
W ASPHALT CONCRETE SURFACE COURSE, TYPE 59-5C
J3
B' AGGREGATE BASE COURSE
R9
2'A' CONCRETE CURB AND GUTTER
Y
Y' RAIL
DI
4` ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00
14
10' AGGREGATE BASE COURSE
RIO
SHOULDER BERM GURER
UT
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WqH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
I' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.06
15 _
T2' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
EXISTING ,PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF 114 Les. PER 50. YARD.
RI
1'-6` CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
I` CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
3 T>•PICA( SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION. .
,q WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAMMUM OR MINEMUM SLOPE.
s SEE OETAM SHEET CP501 MP.)
EXIST GROUND
DUST GROUND
T.
I
10• 14, 12' 10•
SHLD TRAVEL i MULTI —
A, LANE Wi PURPOSE
�� •4- 2
0 � IFDPS� FDPS
i
T.� I
O
GIADE GRADE I
POINT
POINTIj 2 GUARDIAL
ooe � 0.02 1 o.a1s
yf i7M1� 6.02 00;
M� � Y
T
# GRADE TO
THIS LINE
WALLACE CREEK ROAD INTERCHANGE RAMP M
TYPICAL SECTION
NTS
STA. 2400 ♦ 00.00 TO STA. 2405+65.01
L
®3n' 10' 14' 12' VARIES
SHLD i TRAVEL SHLD (SEE PLANS)
LANE
4' �— 2' 4'
FDPS i FDPS
x O
GRADE i
POINT
0.02 0.p25 0 0
V4R. 3,t
;b 6: T
V 33" F f Ji T
IryP)
*GWADE TO
THIS UNE
WALLACE CREEK ROAD INTERCHANGE RAMP M
TYPICAL SECTION
NTS
STA. 2405 f 65.01 TO STA- 2407+73.14
7
EXIST GROUND
VARIES 2'r 10' 2•
(SEE PLANS)
MULTI
i PURPOSE
TRAIL
GRADE
POINT
Y11k' 0.02 OA1
�
C1
T J3 T
EXIST GROUND
I
n
N A &F MC
I i S i=4B AM 6i-p8 :D1 i
_ pELS3
_ ` SFjEt � i r•I"x
031/TIHE
"TINIIAAt.'�t,,
DTI
Im
om
MACTEC / RKRK .IV
ces IC Its• GtP IW
-Lip
wtu
■w ..,uu
wr w ML.
LLIRFT kSY
z
U
X
i
Ls
L
�
u+
U
N
-
m
J
[]
Z
c J
kz4
W
ya
d
>^
o
P
a-
IL
z
Z to
a
J © Q
C3
U
r
0
b
LL
LLJ
W
r
u
11I
y
_N Z
V
LLL
m
UJ
C.T
c Q
o
J
Q
J
4I
c.�xci w� FI3417
MAY 0 2011
12592531
'
s,[P [I T• 10»9
GX309

z
so
m
�i
PAVEMENT SCHEDULE
Jl
4' AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUETFR
W
BARRIER MEDIAN
C1
2• ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
6' AGGREGATE BASE COURSE
R5
i
R9
5' MONOUTHEC CONCRETE ISLAND {SURFACE MOUNTED)
2'-9' CONCRETE CURB AND GUTTER
X
Y
X, RAIL
Y' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE St -SC
J3
B' AGGREGATE BASE COURSE
D1
4' ASPHAii CONCRETE INTERMEDIATE COURSE. TYPE TI9.oC
14
10' AGGREGATE BASE COURSE
R70
l
T
V
SHOULDER BERM GUTTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WfTH EMBANKMENT TO
BOTTOM ELEVATION OF WE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.09
J5
12' AGGREGATE BASF COURSE
EMBANKMENT
SINGLE FACE BARRIER
Ll2
Z
FASTING PAVEMENT
4' CONCRETE PAVING
E1
ASPHALT CONCRETE BASE COURSE, TYPE 825.0C AT A RATE OF
114 ,
114 IBSPER Sq. YARD.
Rl
1'-6' CONCRETE CURB AND GUTTER
NOTE5,
1 PAVEMENT EDGE SLOPES ARE 1:4 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, 6 ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
I WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
• SEE DETAIL SHEET CP501 (TYP.)
DUST GROUND J
MATCH WALLACE CREEK
ROAD / RAMP M
VARIES 14' TO 24'
i VARIES VARIES
® 30' 10' 12' TO 14' IV TO 12' 12 , VARIES VARIES 2'; 10, 2'
�r r
SHUS LEFT TURN RIGHT TURN SHL❑ (SEE PLANS) (SEE P.ANSI MUM-
4' ; LANE LANE 4'. PULSE
t 2'
fy S FDPS - FOPS
�7
GRADE i
POEM I
11� CT GRADE
07TIO
02001, 0.025 0.025 po1M i.
r't[ 3:l NIy.. 6'` 0.02 0.02
DI I
lJ El
M,P( o s
*GRADE
THIS UNE
WALLACE CREEK ROAD INTERCHANGE RAMP M
TYPICAL SECTION
NTS
STA.2407+73.14 TO STA-2414+37.07
VARIES 2.5' IB' 10, VARIES VARIES 2'; 10' 2'
A PLANS) TRAVEL SHLD (SEE PLANS) (SEE PLANS i MULTI-
LANE I PURPOSE
4' TRAIL
;FDPS U cNsi
Z_
2
il GRADE '
1 Q vEr4• b.rHT
o.02Dl
n.02
7
*GRADE TO —J
THIS LINEEXIST GROUND
WALLACE CREEK ROAD iNTERCHANGE RAMP M RIGHT TURN LANE
TYPICAL SECTION
NTS
VA. 2700+00.00 TO STA. 2701+15.79
H7111
EXIST GROUND MACTEG! RK&K JV
Ip kwEfi VR1:
Nrc
r ajiC uR°a GAP I� Alp
av,w
srr vua7.
l4fl FY✓W
t{h11i fhiGe
Q
i IA
O L„] 2 J
ZCr } C7
Lu
Fn
wg< o
w L1
w J
O w _ U
4z Q d
a
m}
p �x a
z co) Z
a LLI Q
Ul , Lad cm
z C) c0 0
z
w t2 �z
01 LJ
L w [u L I
L f.i Z Lr
-J .n "
Q Lil
u4 � cl
a J Q G
j � J
3 Q W a
'
MAY j p Z011 u.aE: A5 NOTED
[w>E[I �. P1aas
BY: 259231GX
Q
1 I 'z I A
rl

Z n C
�i
T
c^
_1
t
a
g ■
PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
6' AGGREGATE BASE COURSE
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 59-5C
13
8- AGGREGATE BASE COURSE
DI
4• ASPHALT CONCRETE INTERMED3ATE COURSE, TYPE 119,0C
J4
10- AGGREGATE WISE COURSE
D2
4- ASPHALT CONCRETE IN-ERM.E DLATE COURSE, TYPE 119,OB
J5
12- AGGREGATE BASE COURSE
E7
5.5' ASPHALT CONCRETE WE COURSE, TYPE 825.00 AT A RA7Z OF
114 LBS. PER SO. YARD,
Rl
1'�' CONCRETE CURS AND GUTTER
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
3 TYPICAL. SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
+ SEE DETAIL SHEET CP501 9".)
1
2' 10' �7' VARIES
_I MULTI- ) (SEE PUNS)
PLIRPOSf
TRAIL E
1
)
I
i
GRADE 'I
POINT
a '
,s.> I.o� a.o2 a.ua IAR s 7
--'- . '4P9' b t�� >O 6:1
T n I T
EXIST GROUND
� Rl•
O
L
R2
I 2'-6' CONCRETE CURB AND GUTTER
R5
5' MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
R9
2'-9- CONCRETE CURB AND GUTTER
RID
SHOULDER BERM GUTTER
T
EMBANKMENT
V
SINGLE FACE EARRIER
0.025 T ' ' OIg
I I vwrtuBLES _-----
"'
6_
sEarEs
►'�
Tof [ YPI
)O s T O T (Tyr) GRADE TO s
T
T EXIST GROUND
TMS LINE
24' WATER
(EXCEPT BETWEEN STA. 1036+00 TO STA. 1040+00)
RAR,
�—
9-WAY 5" DUCTS
HOLCOMB BOULEVARD
STA.1012+17.00 TO STA.1015+00.00
TYPICAL SECTION
STA.1020+88.72 TO STA.1028+71.39
NTS
STA, 1038+01.36 TO STA. 1040+82.29
STA.1012+17.00 TO STA.1015+00.00
STA. 1042+95.33 TO STA.1045+51.00
STA.1020+88,72 TO STA.1028+71.39
STA. 1038+01.38 TO STA.1040+82.29
STA. 1042+95.33 TO STA. 1045+51.00
12' WATER
(FROM STA_ 1012+00 TO STA, 1028+00)
9A'
in -
EL LANE TRAVEL LANE VARIES 6.6': VARIES 8' TRAVEL LANE TRAVEL LANE k5HLD
TO 9• 1 TO 15'
6•SHLD SHLD
FD FDPS
4'
GIII.DE cI[AOE,
0.025 0 � POINT l 0.035 0,035 I � 0025
} INT
6:T --
]1 XA 6' T T �� J4
GRADE O
GRADE TO* GRADE TO*
THIS UNE THIS LINE
24' WATER
HOLCOMB BOULEVARD
TYPICAL SECTION
NTS
sm loss+0o o0 To STA- 1o2o+88.72
STA, 1D40+62-29 TO STA. T042+95,33
EXIST GROUND J
Q
12" WATER
30" PAW WATER
(FROM STA. 1040+00 TO STA.1041+00)
9-WAY 5' DUCTS
STA. 1015+00.00 TO STA- 1020+$6.72
STA.1040+92.29 TO STA. 1042+95.33
W &AIMLR MEDIAN I -_
X X' RAIL f l l a
y Y' RAIL
EXI5TING PAVEMENT AND SUBGRADE TO BE
Ul REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
i
U2 EMSTING PAVEMENT
Z 4' CONCRETE PAYING
NAYFANC
11:52:11 AM04.08.2011
Co
` SEAL
r DTI
Uff
MACTEC!RK&KJV
!'F G'xxerFa Matt+'
5A5 ,:n TO P1
IC lclF GO 4. AMP
w�cu
■sir vuvp
tf.::• M'x 1Y
�S
oUa
Spy d
u � H �5 Ln
G
r � Q
.y
ti g` m Z u
C]
Z 0 Q
a
Z Q rZ r_1
m m Y L>
LL7 m
Z z L]
kLl tc
w [L LLI a
Z 0 m
w M mco
W N z co
F
U (J
LL
o J Q
i � V
sd �
zz: i
s<�c= z5 NOTED
�vccv Me, FITS]
%RAY 1 0 2011 ._:.:w.,r
n4 rx
12592533
i/ • scMT 2] u 1049
GX311
—..
V

I rJ z A r
7■
I
PAVEMENT SCHEDULE
Jl
4' AGGREGATE BASE COURSE
R2
2'-0' CONCRETE CURB AND GUTTER
w
BARRIER MEDLAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9—SA
J2
6' AGGREGATE BASE COURSE
R5
5' MONOLITHIC CONCRETE ISLAND ISURFAC£ MOUNTED)
x
x' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9—SC
13
8' AGGREGATE BASE COURSE
R9
2 —Y' CONCRETE CURB AND GUTTER
Y
Y' RAIL
DI
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
A
10' AGGREGATE BASE COURSE
RIO
SHOULDER BERM GUTTER
Ul
EKISTUIG PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH OF EASE KTT MENTO
BOTTOM
02
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.06
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
E)CISTING PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE 625.00 AT A RATE OF
114 LBS, PER SQ. YARD.
Rl
1'-0' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
4' CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLAINS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL UM17S Of CONSTRUCTION.
® WHEN SLOPE —STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
♦ SEE DETAIL SHEET CP501 (M.)
12'
36,
12,
TRAVEL LANE
MONOLITHIC
LEFT TURN
ISLAND
LANE
GRADE
'PnINr
001
C]
a�025
0.005 i
i
i
J2 DI 0.9 Z R9 17 N f
INSET
030, 10,
VARIES
O' TO 12,
12'
12,
96'
36'
12, I 12' 12'
12,
12,
10'
SHLD
RIGHT TURN I
TRAVEL LANE
TRAVEL LANE
MONOLITHIC LEFT TURN LEFT TURN
TRAVEL LANE TRAVEL LANE
SHLD
LANE
ISLAND ; LANE LANE
t
.'
FOPS
FDPS
G E
GRADE
F ro10
D.0 INT }
` 0.0] 0.02 0. S O.ODS
/ i
O.D25
OA2S
0.025
00
O D,f
4` 0 y.1
J
6
J4
pl
R9 Z R9 f4
* 0
__ _.__Vf--+...-
' - [Tl'!i
GRADE TO♦
-R
J]
THISUNO
(T
/1
EXIST GROUND J
THIS UNE
SEE INSET
ABANDONED GAS
HOLCOMB BOULEVARD
TYPICAL SECTION
NTS
STA. 1029+71,39 TO STA. 1032+66.94
STA 1034+11.01 TO STA 1037+19.32
BASE ENTRY ROAD SUPERSTRUCTURE
19'-0 7/6' MINIMUM
20' 3 V4MINIMUM
VERT1l;l,I, CLEARANCE
BRIDGE PIER (IYP.I
i VERTICAL CLEARANCE
96'
VARIES
36'
BRIDGE ABUTMENT
11' 10,
O' TO 12'
12'
12'
12'
i 12' 12'
12,
12'
10,
SHLD
RIGHT TURN
TRAVEL LANE
TRAVEL LANE
LEFT TURN
LEFT TURN
TRAVEL [AN(
TRAVEL LANE
SHLD
LANE
; LANE
LANE
MSE WALL PYP.I
FDPS
FDFS
Y
Y
GRAOR
Ito
GRADEC2
P 6025
0.0`i5
0.025
0,025a
O.ODS
0.005
f
0.025
0 06
�
a
/T— 6
01
H
)A
GRADE TO♦
17
GRADE TO= 0 6'
THIS LINE [TYI
THIS LINE
SEE SHEET CPS02
FOR DETAIL
ABANDONED GAS
HO COMB BOULEVARD
TYPICAL SECTION
NTS
STA 1032+66.94 TO STA.1034+11.01
Z
1
A
Imi
12' 10, NI&FAAC
1132,24 A.\i L'0$1 J'* W
CAM p•N.•f.fy��
C,
o c '� $SEAT- •yam � ,,Mi
`; i
'xNFApH•••
1LPy' VARU as ------
SLOPES %Jf
MST GROUND
MACTEC ! RKBK ,iV
24' wATEEl 12' WATER
9-WAY S' DUCTS '0`�iritlG"`
4nelr
arn. u
xi It . CAP I:+ L1J?
svtn
O4! FW+Xx
rExLLf, NW
V
w m F" Lj
C] i
4 a U) O Q
12, 6' ® 10, d Q a
0 m a
L) C`� F. -
r Z � Z
cr n 4=
w IU `T
w
C:) FJO¢ LLJ
j C � m
W " C.4 O J
r
aLL
111i' YRRWIEi
6:I 6,,1
zZu
T � EXIST GROUND
Y
srue= A$ IIDTED
Fxxo�Fcs fc- P1393
24" WATER, 12' WATER �•xfac rxxx�,c ,WATER,
9—WAY 5' DUCTS le-�
GX312

I n Z A �
J
ii
PAVEMENT SCHEDULE
JJ
4' AGGREGATE BASE COURSE
R2
2'4' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
6' AGGREGATE BASE COURSE
R5
5' MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
x
X' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE,TYPE $9-5C
J3
S' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GLITTER
Y
Y RAIL
DI
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
JA
10' AGGREGATE BASE COURSE
RIO
SHOULDER BERM GUTTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08
J5
12• AGGREGATE BASE COURSE
T
EMBANKMENT I
U2
EXISTING PAVEMENT _
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF
114 LBS. PER SO. YARD.
RI
1+-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
4' CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, & ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
10,
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
>« SEE DETAIL SHEET CP501 {TYP.j
-
VARIABLESI.,'
SLOPES }`
l
GROUND
I
o =
EXl$i f!
GaouNb
® 6'
L
12' 6' 14, 8' 12,
SHLD TRAVEL LANE SHLD
I
4. ; 4
FOPS FOPS
GRADE
POINT
/^02 0 025
0.{Ig
6-
*GRADE TO IrYP T
THIS LINE
HOLCOMB BOULEVARD INTERCHANGE RAMP G
TYPICAL SECTION
NTS
ST&1100+00,00 TO STA. 1112+52.87
12' 6' 14' 8' 17,
SHLD TRAVEL LANE SHLD
4
Fors FOPS
I GRADE
POINT
0.02 0.025
y 0.08
b.� 1 �
• GRADE TO J
THIS LINE
TO' 2'
MULTI -PURPOSE
TRAIL
T
EXIST GROUND J
GRADE TO THIS LINE
O vt
V V
Z
VARIABLES
►�
EXIST
GROUND
HOLCOMB BOULEVARD INTERCHANGE RAMP G
TYPICAL SECTION
NTS
STA.1112+82.62 TO STA.1116+21.27
I
10' 6' 13, 6' 16' B' 12' 6' 10,
SHED i TRAVEL LANE SHLD
l.? o
5 � 4+ 4'
.---- w y FOPS FOPS Z
'--�---- -AI 0.1 i GRADE
VARIABLES \•.Ire POINT � .--�-
SARIAA {f 'tit
--�•.- \ O.OB 0.02 0.025 S�' VARIABLES
0,08 7 SLOPES --'-'--- _
EXIST
GROUND d: r
HOST
6 m C2 f = GROUND
(7Yr( 13 J!/
• GRADE TO
THIS UNE
HOLCOMB BOULEVARD INTERCHANGE RAMP N
TYPICAL SECTION
NTS
STA. 181)0+00.00 TO STA.1805+10.33
I l Z A
ilul
11:52:37 AM 0408,2011
L-05.00' •.rrr I
_ f`ofSEAL�'w -
035853
r�r,rr aii 8'��4YYY
MAGTEGIRK&KJV
[i[f frf a%N
W �Y
—
Z
to
2Z¢
J
�_
I-
z F
s
U
�
[D H
a
_
❑
=z
Z
W
M0
ca
v�
ma
U
co i
Q
Z
Cr)Z
UJ
a
LU
FL
Lu
Z
Z U)
o a
Q
z
�IL) m
>
w
2�
Ld
w
" N W
3
o
> F
J
Z
c
Q]
c J
5
o
o
U
�,F,r �. - -- x- . -. +�{1
r�
2 Z a
§
_
�A �1 L.✓�. Or �rt�d
c �
-
MAY 0 2011
S NO.EO
`— No. P17B7
Y,
1= 9?5 5
GX313
L

Z A G
y■
a
PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
w
BARRIER MEDAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
6' AGGREGATE BASE COURSE
R5
5' MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
x
X' RAti
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-5C
J3
B' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y' RAIL
DI
A' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
J4
IW AGGREGATE BASE COURSE
RIO
SHOULDER BERM GUTTER
U)
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH
BOTTOM ELEVATION OF EASE EMBANKMENT TO
02
A• ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.09
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
EXISTING PAVEMENT
El
5.5- ASPHALT CONCRETE BASE COURSE, TYPE B25.00 AT A RATE OF IIA LBS.PER SOYARD.
Rl
I'-6' CONCRETE CURB AND GLITTER
V
SINGLE FACE BARRIER
Z
A' CONCRETE PAVING
NOTES:
I PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERVASE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, R ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
■ SEE DETAR. SHEET CF501 [TYP.)
EXIST
GROUND
Ri ■
6'
SHLD TRAVEL LANE TRAVEL LANE STA+A
i
FO
PS
t t g
GRADE
POIMI A z
poll 0`02 It 0.025 Pon
=
� 0 023
J
6' m
r Ill 1 15
*GRADE TO T
THIS LINE
HOLCOMB BOULEVARD INTERCHANGE RAMP O
TYPICAL SECTION
NTS
STA. 170A+57.71 TO STA. 1707+53-73
THIS LINE
HOLCOMB BOULEVARD INTERCHANGE RAMP O
TYPICAL SECTION
NTS
STA. 1700+00.00 TO STA-1704+57.71
0'
6' 18, 1D'
SHLD
TRAVEL LANE
4'
2.5'
FDPS
p t
GIRAIDE
POI
T
0. 0`02 1 0.025 0,02
6.
'
LTYP} 01 C7 R7
i3
*GRADE TO
EXIST GROUND
THIS LINE
HOLCOMB BOULEVARD INTERCHANGE RAMP P
TYPICAL SECTION
NTS
STA- 1300+00.00 TO STA_ 1310+56.27
I
Z
Q
VARIES 2'. 10' 2'
[SEE PLANS)
MULTI-
PURPOSE
TRAIL
I
{
GRADE
Poly�1/0
ap,07
0
0.p8
6P
EXIST GROUND
a +
�-
EXIST GROUND
VEXIST GROUND
HAUFARIC
1I-52A9AM0-08,2O11
SEAL
035853
nu
ow
irom
MACTEC I RKBK JV
'—.1 ncd7
LLS TC Ifc.GLP R- 1LIP
�vK..
Mi! fk +Nr
.11T Y
� U
H � 7
' LF3 aL.1Ln
V F z c
0
u+ V
Q Li
CDZ 4
LLI
a
sQ Ln
m� F-
L) co EL
•- W
W
LU
LU C7
Z W z rn
O<
Z 9
1°
v W - N Z
O
g J w m
U uo G]
LL N M
O LJ
AS
MAY fl 2011 H ° = 2NOTED
�. PU23
,BY: 12591536
S"EET 25 CF I049
GX314
rl

-1 7 Z A
II
G�
PAVEMENT SCHEDULE
Jl
A' AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
CI
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
J2
6' AGGREGATE BASE COURSE
R5
5' MONOLITHIC CONCRETE ISLAND {SURFACE MOUNTED)
X
X' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
J3
8' AGGREGATE BASE COURSE
R9
2'4' CONCRETE CURB AND GUTTER
Y
Y' RAIL
Dl
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
J4
10' AGGREGATE RASE COURSE
RIO
SHOULDER BERM GUTTER
'
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
02
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.06
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
EXISTING PAVEMENT
E]
5.5' ASPHALT CONCRETE BASE COURSE, TYPE 625.0C AT A RATE OF
114 LB$. PER SQ. YARD.
Rl
p-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
J:
4' CONCRETE PAVING
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
-
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, R ISLANDS
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY ,AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
10, ® 6'
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
SEE DETAIL SHEET CPSOI (TYP.)
:._- - u
*
5
u
VARIABLES 44 _
SLOPES y
EXIST
GROUND
m �
anw . TRAVEL LANE A^�
i
1
4' 2 4'
FOPS FOPS
GRADE
POINT
2.06
P,02 0.025
O.Oa
0t C2 6'
T 1J5 (TYPI T
*GRADE TO
THIS UNE
HOLCOMB BOULEVARD INTERCHANGE RAMP Q
TYPICAL SECTION
NTS
STA.1200+00.00 TO STA.1205+26.44
1p' �' 6' 12' 6' la' B'
SHU) 'I TRAVEL LANE SHLD
O
4
--'►-" Z c'i FOPS FOPS
GRADE
VARIABLES `�.y= POINT
SLOPES lY '�.i' q• JB 0`M 0 025
0AB
7
EX15T * 1
GROUND C2 6'
10, ® 6'
0
SLOPES VAIRL4ZLESr, `i
_d:T
EXIST 4.1
GROUND
T 01
Ja jTYP} T
*GRADE TO
THIS LINE
HOLCOMB BOULEVARD INTERCHANGE RAMP S
TYPICAL SECTION
NTS
STA.1400+00.DO TO STA.1412+55.66
12' 6' 14, 8'
SHLD iTRAVEL LANE SHLD
4 iT2. 4'
FOPS FOPS
GRADE
POINT
O.oB 0`_02 0.025 0
08
6_} f i _
77r�t
T J3 TT
12'
6:1
6'
O�
u z-
'!.1' VARIABLES
�SLO"3 -- - - -
l� EXIST
GROUND
6' ® 10,
SN
zIJ
SLOPES
'S':�' V /ARIABLES
A� EXIST
GROUND
6' 0
A, EXIST
GROUND
• GRADE TO Q
THIS LINE24• SANITARY FORCE MAIN 6-WAY 5- DUCTS
STA.1500+00.00 TO STA.1513+10.29
HOLCOMB BOULEVARD INTERCHANGE RAMP T 9-WAY 5' DUCTS
TYPICAL SECTION 3p' RAW WATER
STA. 1513+10.29 TO STh 1521+60.94
NTS
STA. 1500+00.00 TO STA. 1521+80.94
Z A
:Ss.�+OMA AM 4"va•.] Lug I C
SEAL
f7GINEE: '
•run r,
DTZ
Of
iw=
MACTECIRKBKJV
,rre.m
vmf.:cs. w uz
ens ,C lop. GAP I- Wp
—cu
Pp.ro:n —0
ocl txs'—
LErxl+ i+1.tu
n o
�Ug J LIn
u F o c
zS O
F-
'" U
J � � •T L/1
J
m
Q
Z
a �a
_U co a
Z r Lu <
Ys a
Lu Lu
W0
z �Um
LU s g w
co w
y� "cvZ o
rr m
J v' li
_ U m [A
a Q
Q w
s. 2 LL z U
��s uorLo
MAY 0 2011
xaMa, poerrG x0.
2592-;7
BY: �, 11 1749
GX315
cl

PAVEMENT SCHEDULE
Cl 2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
A
4' AGGREGATL Wt COURSE
R2
RS
2'-6' CONCRETE CURB AND GUTTER
W
x
Y
EIARRIFR MEDIAN
X' RAIL
Y' RNL
J2
J3
6' AGGRLGATE BASE COURSE
B' AGGREGATE BASE COURSE
ID' AGGREGATE BASE COURSE
S' MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
C2
r ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
R9
2'-9' CONCRETE CURB AND GUTTER
Di
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1119,0C
J4
RIO
SHOULDER BERM GLITTER
Ul
U2
z
LASTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WfTH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
BUSTING PAVEMENT
4' CONCRETE PAVING
D2
A' ASPHALT CONCRETE NRERMEOLATE COURSE, TYPE 119.08
J5
12' AGGREGATE RAS? CouRSE
T
EMBANKMENT
El
6 5' ASPHALT CONCRETE BASE COURSE, TYPE 825 OC AT A RATE OF
,14 L95. PER so. YARD.
RI
I-,- CONCYE7E CURB AND GUTTER
V
SINGLE FACE EARRIEE
NOTES:
1 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2 SEE PLANS FOR TURN LANES, TAPER LOCATIONS, R ISLANDS C
3 TYPICAL SECTIONS ARE FOR INFORMATION ONLY. ®®
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSIRuCT1ON. '
22.7' - 100'
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE, VARIES ID' 10.7'- SIX ' 12'- SO' 10' VARIES
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE, TRAVEL LANE ; TRAVEL W1E O�Ptu7/�74fA+
Mh: I11JN1}a11 (-05'(K1'
t SEE DETAIL SHEET CP501 (TYP,) 11:53.13I'4' 1,T6_ G+AnqM
rWE
17UST EAST PaNr C% SFu
GROUND a' 4.aYa O.frS 1
GROUND 0 r
Rltr
6'
ADE TO* d'
7LINE OYP1
HADAIOT SERVIVI CE ROAD
TYPICAL SECTION
NTS
STA.4000+00.00 TO STA.400tf74,90, 4rcm
MACTEC / RKSK JV
Ywxn -
� Prs¢t uMPt
P;in1,
XS 74 IMP �r Ic'• A
w rpq
BMah:4 Y4W',FP
xr 1r wa
xroa. w w
1n
LLP
=� m~
dQ (n0 a
a c,
` Uiz
-
C7
Z r LU a
W a. O
ELILi
Z 1 V U
W a:
LU u CV V1
>E �Z
wV m Q
w Q
W
s<.Yc AS NOTED
MAY 1 0 2011 �"""' �'°'
:r slP.ear..gs.
' y: 12.59?538
S El 28 w INS
GX316
7 A
�a�rtS.Y XYVh q
L J -TV

� A C
J
~� `\ ,1♦ ,/ ,////♦ BORROW PIT ACTIVE UNDER CONTRACT P1382
till
- J 111 1
k1 IM1l��
WET DETENTION POND S 11 M1!i RTC err f11`~ -
- ,%/
/ � \ � / � ��� �%/ice � - `�`•
/—\ — / [ tea..\ � / ��•, \ / , / / ///� / .F. � �� /� �',
I W
CONCRETE r +~ 1 --
\ 1 ♦'/ /h qci ��/ // '�✓ / SIDEWALK
IISEE NOTE 4
O a I I z DUMPSTER
9crw �\ 4\ i L \ ENCLOSURE
p W
/
L
INSPECTION a
CANOPY
----------------�- \_ -� / ` _� �� _ FOUNDATION
RADIOLOGICAL EQUIPMENT Cl
BASE ENTRY ROAD (INBOUND)Cl
=_=-------------- -- ------ i
TOPOGRAPHY TBD:
LANDSCAPED BERM
(CONTRACT P1382-N.LC.)�
i I �
w
VEHICLE
MULTI PURPOSE TRAIL PROCESSING
ISLANDS
ENTRANCE
CANOPY
FOUNDATION
TOPOGRAPHY TBD:
s/ LANDSCAPED BERM
(CONTRACT P1382-N.I.C.)
/ `C \1 COVE/r-
3t �� �.T_".r_. J Y• ,
PLAN
NORTH MAY 0 2011
GATE COMPLEX AREA "A" EXISTING CONDITIONS
SCALE: 1' = 60'-0' �
Z I A
LEG EN D
DRIVE DRIVE EXISTING EDGE OF PAVEMENT / CURBLINE
— EXISTING FENCELINE
—o==== EXISTING ARCHITECTURAL FENCING
-o EXISTING GUARDRAIL
---- 20 ---- EXISTING GRADE CONTOUR
ss EXISTING SANITARY SEWER LINE
sD EXISTING STORM DRAINAGE LINE
w EXISTING WATER LINE
EXISTING STEEL ENCASEMENT
Qo
EXISTING STORM DRAIN MANHOLE
®
EXISTING SEWER MANHOLE
H
EXISTING UTILITY VALVE
1�
EXISTING FIRE HYDRANT
■ •
EXISTING DRAIN INLET
o
EXISTING HEADWALL
GENERAL NOTES:
1, THE CONTOUR INTERVAL SHOWN HEREON IS
TWO (2) FEET.
2. UTILITIES SHOWN IN APPROXIMATE LOCATIONS.
CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
3. HORIZONTAL DATUM: NAD 1983/2007(NC)
VERTICAL DATUM: NAVD 1988
4, MAINTAIN SECURITY FENCING (SECURE BOUNDARY)
DURING CONSTRUCTION, UPON COMPLETION, 420
LF OF FENCING TO BE REMOVED- COORDINATE
WITH NEW CONSTRUCTION
E! m=mMm
WT
60, 0 60, 120'
SCALE: 1" = 50'
GRAPHIC SCALE
5
'pV' AROL� •.
...
. C Atl 0 #1p11
„ JEI
MIS
�.a...•. ec]wx
yvae� <sa
� wv orate �
o
V
U
Z
4 Z
Z
_�,
o
a
L
Z QQc �ii
U r�
Q
tC
3
Q
W
cn
��
m Oa
U
P
w
z
T w
s
w Lu
wa
LL!
t z rn
w
2
-0 Q
(If
Q
Ul
au
s
x
w
LLJ
H
N LLJ
nr z
J
0
oLL
J
wC
o
W
as
Z
z�
k
1259o2548
sm 37 w 10a9

L
M
J
mI
WET DETENTION
POND 05
�� �� �\ \♦ �� i/ �// IIII
\ �� �\ \� ` ♦ , �i / BORROW PIT ACTIVE UNDER CONTRACT P1382 IIII
! '�1 i /Y \`\\`�\ \�\\ i� i/�/ �♦ IIII
OVERWATCH
• ``� CONCRETE
i ~{ ° • \� ` PAD
4 CONCRETE
/ n �BULLNDSE (iYP.) II
1
A� 1 ,\
�¢ 1n
a
w Lj
Z z
J J
z x
TOPOGRAPHY TBD:
LANDSCAPED BERM -
(CONTRACT P1382-N.I.C.)
//MULTI PURPOSE TRAIL
-0-"
ACTIVE VEHICLE BARRIERS �_ y
--_--_---_----��,�' y�-A ,
Cl
• ` ` 1
PLAN
NORTH
GATE COMPLEX AREA "B" EXISTING CONDITIONS
SCALE: 1" = 60'-0"
{ a-Yfe
LEGEND
DRIVE DRIVE EXISTING EDGE OF PAVEMENT / CURBLINE
-o—o—o—
EXISTING GUARDRAIL
---- 20 ----
EXISTING GRADE CONTOUR
ss
EXISTING SANITARY SEWER LINE
SD
EXISTING STORM DRAINAGE LINE
w
EXISTING WATER LINE
EXISTING STEEL ENCASEMENT
Qo
EXISTING STORM DRAIN MANHOLE
Qs
EXISTING SEWER MANHOLE
H
EXISTING UTILITY VALVE
3�
EXISTING FIRE HYDRANT
■ •
EXISTING DRAIN INLET
o
EXISTING HEADWALL
GENERAL NOTES:
1. THE CONTOUR INTERVAL SHOWN HEREON IS
TWO (2) FEET.
2. UTILMES SHOWN IN APPROXIMATE LOCATIONS.
CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
3. HORIZONTAL DATUM: NAD 1983/2007(NC)
VERTICAL DATUM: NAVD 1988
4. MAINTAIN SECURITY FENCING (SECURE BOUNDARY)
DURING CONSTRUCTION. UPON COMPLETION, 420
LF OF FENCING TO BE REMOVED- COORDINATE
WITH NEW CONSTRUCTION
BASE ENTRY IROAD
MAY 1 0 2011
BY:
x
60' 0 60' 120'
SCALE: 1" = 60'
GRAPHIC SCALE
L 'k o
�,. tit
x
MFs-
mer,P..n k
nMu„sx3+
1r►uennae
lwm —
e o�
o �
cU
�
z
�z
J
to
z
�
O
Q n
CYJ
z
w
m Z
z
W O
a
z
m r
v
U
OD
w
C7
z
r W
m
cc
Lu
z
a
�Da
z
a L)
L
a
cn
ui
g
w
F
J
L] }}T Z
a
x U
laL
O
U
o J
W a
o
LJ
I-
'a�
d
s
ca
z s
KM pluMK. IM].
12592549
swm 38 a 1049
7
0 1 -4
Fol

Y I CD 1 {7 I 0
—
NI
��
z
o�
-<
C
r
CD
O
o
n
O
rnri
n
�
II
n
y
o
r
o
0
m
o
N
O
O
�> I
I
CA I
I-P
a
N
Ul
e °¢
0
9D
DEPARTMENT OF THE NAVY NAVAL FACILMES ENpNEERING COMMAND
NAVAL FACILITIES ENGINEERING COMMAND- MIDATLANTIC
MCNC WT WAL SIATM - MWFOA. VA
F C
a
t
�I A
�
����x
,,.`�ati,•, "'
= €Y
��o'•.,er„",`
MARINE CORDS BASE, CAMP LEJEUNE JACK50NYfLLE, NC
FY12 MCON P1383 (BASE BID)Lp
NEW BASE ENTRY POINTS
GATE COMPLEX CIVIL IMPROVEMENTS KEY PLAN
-
U`I

n
L
7
A
/ f t ! f
__ _
11,-------__-- `__- `---
f /11
_
22
'------__�J
r !f !
r1�Nm���
J! rr \!! rr �!! r!f!
�
i rr
17
rf _ -24- - _ - --- v Z r sl �` _ w w
cr
6_-----------_---�;---- _ __ — — '� f
ctf
------
-24 _-_ _
ep
---
r--
1 -$—
tlVEHICULAR
FENCELINE (TYP.)
CONCRETE
1,2 WALK (TYP.} /dp
C-501 m' I / }° / VISITORS CENTER J F I
FOUNDATION \f
I ti F SEEkSF101 !
r8 VISITORS' CENTER
/ WALKWAY FOUNDATION
/r I SEE SF102
ff/ ti o
1
rlf p I i 2" DOMESTIC WATER -
1 BUILDING CONNECTION:
J s REFER TO PLUMBING
P I I I MATCHLINEtAREA A6" S rDRAWING P--101
t6TCHLINE�AREA -
\
! 01 2 SANITARY SEWER
BUILDING. CONNECTION: /r
I
m I 4" IPVC SDR26 a
1
I BUILDING INV.=22.75
STUB' I0.=22.62
FIFE 26.50 REFER TO PLUMBING
DRAWINGIP-102
l 04
\
PLAN
NORTH
GATE COMPLEX AREA "AB" CIVIL IMPROVEMENTS PLAN
SCALE: 1" = 30'-0"
�� ll
1
1
�r
-�--_.---�- sI N'
LEGENp
EXISTING NEW
DRIVE
DRIVE EDGE OF PAVEMENT
CURE & GUTTER
0 BUILDING FOUNDATION
ARCHITECTURAL FENCELINE
SECURITY FENCELINE
o--a- -o—
GUARDRAIL
- - 20 -- - -
GRADE CONTOUR
Ss
ss SANITARY SEWER LINE
s0
STORM DRAIN LINE
w
w WATER LINE
._=_____________
UTILITY STEEL ENCASEMENT
®
STORM DRAIN MANHOLE
®
SEWER MANHOLE
UTILITY VALVE
i
FIRE HYDRANT
0 o
STORM DRAIN INLET
HEADWALL
BUILDING COORDINATES
NUMBER
NORTHING
EASTING
01
364,298.07
2,484,406.54
02
364.266.89
2,484,426.46
03
364,236.56
2,484,378.99
04
364,267.74
2,484,359.07
GENERAL NOTFS:
1. EXISTING CIVIL WORKS SHOWN ARE TO BE MAINTAINED AND
COORDINATED AS NECESSARY WITH NEW WORK, CONTRACTOR TO
REPAIR ANY INADVERTENT DAMAGE TO EXISTING.
MAY 1 0 2011
0' 0 30, 60'
SCALE: 1" = 30'
QRAPHIC SCALE
L y1. �1 1%
I'IO
C� E
M s
EHaraou+o
mas�v..w m
iv�wenxs+
gxaen.sa
naec 4w.w c �
l ry eom,ua wx
w
� U
z
8 i
!` o F
u d 4 j3 W
' m z uJ
Y90 Z cn
W O
�� a a
CC
z r W
ir wa
LLJ
m wzw a
LS
yam
w ,jN W w
::I} Z aJ
U O
o LL V
�a WLLJ
Q z U
oo.aR come
12592551
vas 40 a lG49
i
7
w
r

n
I Z_
z
m
A
F_
I. I
14 �MATCHLINE AREA AB: S
m MATCHLINE AREA _ADfj
t
III -
5
�� J
I f ` ----/Y
GUARD/BOOTH
i IYP.LOF 4 �j
� \ C-1 L -404 ERECT ON
/ EXISTING
\•?6� _-24-Y' �/ FOUNDATION
----"�T❑
-GUARD BOOTH
'
TYPr OF. 4
II j I
C-11-404ERECT ONE_
EXISTING 1��,
€
€;:per Ij
%❑
FOUNDATION
❑
lu II I€I
ENTRANCE CANOPY,
-ERECT ON EXISTING
II I1 N I
❑r
--~ -
FOOTINGS. REFER
TO STRUCTURAL
�-Li'rr ------ rr �i�
DRAWING SF105
III III
m m m
m
i I
----_
--_-----------_--- 24- -- -
--- -- -22-- -
���-
_ _
III II III
I ----J
Y - - - -----------22--_ _-
_ ,cam_
-_-_---_---__ -�
---
---- _-------------- 2a----------
° ��o
SD_,___—
---
—_
--- _� _�—_
-2°;;K—
�0
D
PLAN
NORTH
GATE COMPLEX AREA "AD" CIVIL IMPROVEMENTS PLAN
SCALE: 1' = 30'-0'
.41
INSPECTION CANOPY,
ERECT ON EXISTING
FOOTINGS. REFER;
TO STRUCTURAL \
DRAWING SF104
WAITING
SHELTER 1
/
Q
ERECT ON C-11
EXISTING %5
FOUNDATION
Q
k
LEGEND
EXISTING NEW
DRIVE
EDGE OF PAVEMENT
CURBLINE / CURB & GUTTER
I� I
BUILDING ENVELOPE
CANOPY ROOFLINE
-----�—c-
SECURITY FENCELINE
[--=-
ARCHITECTURAL FENCELINE
GUARDRAIL
- - - 20 - -- -
GRADE CONTOUR
ss
SANITARY SEWER LINE
S0
STORM DRAIN LINE
w
WATER LINE
UTILITY STEEL ENCASEMENT
®
STORM DRAIN MANHOLE
®
SEWER MANHOLE
�Q
UTILITY VALVE
J�
FIRE HYDRANT
a O
STORM DRAIN INLET
HEADWALL
GENERAL NOTES:
p�
1. EXISTING CIVIL WORKS SHOWN ARE TO BE MAINTAINED AND
COORDINATED AS NECESSARY WITH NEW WORK. CONTRACTOR TO
REPAIR ANY INADVERTENT DAMAGE TO EXISTING.
az ?
' a exCL1 &Y }�1 114�1
MW
c�.s erca�ec k
ue... sct>ry
�nm
U
z
a
S'3
�
~
H
m
LJ
z
Z
O
c
Y
in
a
n_
x
J
Z
C7 Z
U
�
W aW
Lu
Lu
Z
WZN
J pa
z
CL m
W
y
W
=k
�
CmLu
Q
X
wrZ
J
iV
o
0
0
U
U,
W Q
0
V
W
gad
a z
z
e...
AS NOTED
P1383
msa rom, 40
12592552
1
i
i

A
r-
j-\ /sue \`\\� \ \ \\
"BA"
♦♦ ♦\♦+♦\
`� ♦�
MATCHLINE AREA
MATCHLINE AREA "BC"=77—
♦ ♦�� \
♦
f
\\ \ \ ♦ �?
\\TKO \\
8\ `♦ \\�
\
p 0 / 1" DOMESTIC WATER �
04 60 / BUILDING CONNECTION: E i
\ \�
\� ♦♦♦♦
`I. 02 REFER TO PLUMBING �`
F 3
`0 ♦ ♦ ♦
DRAWING P-103
��\ \♦♦ \♦♦♦
/
26'
\\
GATEHOUSE FOUNDATION, r7
G REFER TO DRAWING SF103
\\ ``y \\♦ \\♦`
/
CONCRETE
an
SIDEWALK (TYP.)
\
IEf
a-
SANITARY SEWER BUILDING CONNECTION:
4" PVC SDR26
lb
INV.=22.50
\
` `�-4
Q BUILDING 1
CONNECT TO EXISTING INV. IN (REMOVE PLUG)=22.31
REFER TO PLUMBING DRAWING P-103
--------- ---
♦ \-
a
lil
dd
Q
¢
�
f
w
w
—--------
ac_
a
_a
a�
E
J
S
�
J
2
�
PLAN
NORTH
GATE COMPLEX AREA "BC" CIVIL IMPROVEMENTS PLAN
SCALE; l" = 30'-0"
1 7
I
LEGEND
EXISTING NEW a
DRIVE DRIVE EDGE OF PAVEMENT
CURB & GUTTER
�. BUILDING FOUNDATION
-a a—o— GUARDRAIL
- 20 -- — - GRADE CONTOUR
ss ss SANITARY SEWER LINE A
SD STORM DRAIN LINE
w w WATER LINE
______`_______. UTILITY STEEL ENCASEMENT _
oQ STORM DRAIN MANHOLE
Q SEWER MANHOLE
UTILITY VALVE
r FIRE HYDRANT ••pia �c 'iio� j'•.
c� oar:
p 0 STORM DRAIN INLET
HEADWALL
p� NAY „�64
BUILDING COORDINATES
NUMBER
NORTHING
LASTING
01
363,983.15
2,484,390.11
02
363,965.18
2,484,379.93
03
363,977.31
2,484,358.52
04
363,995.29
2,484,368.70
�E
Ms
s„oawic
GENERAL NOTES:
.Ro
1. EXISTING CIVIL WORKS SHOWN ARE TO BE MAINTAINED AND
COORDINATED AS NECESSARY WITH NEW WORK. CONTRACTOR
TO REPAIR ANY INADVERTENT DAMAGE TO EXISTING.
9CBYIJ{19 YVF
oes Ef4 Ia 94 a"c SU1
wb
ewrw rwrm
on orr,Na
3
s C1
�
J
u=7ja
W q
Ln
upF
ca
z
�
ui
Lu
o
�4
a a
m
ao y
z
m
-
z
r
U
2
w
W
m
�z in
10
JOa
n
z
a U in
o
�j
sn
� m �
a
L N Ill
w
Z
d
_ i
wU
Ll
W
z
e
(3
o � �
xuc AS NOTED
rona[cr "o.: P1w
K�
12592553
42 V 1049
C-114

L
■
z
rr
■
A
T
r-
f
50' MAX. SPACING BETWEEN EXPANSION JOINTS
SEE PLANS CONTRACTION JOINTS
WIDTH VARIES SEE PLANS
_ - Z
1000 x 6/6 WWF
1/4 EXP, JT.
SIDEWALK DETAIL
1. ALL SIDEWALKS SHALL BE 4" THICK.
2. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/B" RADIUS. TOOLED VARIES (SEE PLANS)
3. EXPANSION MATERIAL 1/2" THICK SHALL BE REQUIRED WHERE SIDEWALK EDGES
ABUTS CONCRETE STRUCTURE. I SLOPE FINISH GRADE
4. CONTRACTION JOINTS SHALL BE SPACED AT 6'-d UNLESS OTHERWISE SHOWN , } 1% MAXIMUM
5. SIDEWALKS TO LIGHT BROOM FINISH
6. ALL JOINTS AND EDGES TD BE TOOLED, 1_
7. SIDEWALKS TO BRUSHED AND TOOLED.
CONCRETE WALK OMPACTED EARTH
STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS f TYPICAL SIDEWALK SECTION
SCALE: NOT TO SCALE SCALE: NOT TO SCALE Z
Bc+ 1T
COMPACTED TO A CLASS 2 BACKFILL
COMPACTED TO A DENSITY OF 98%
AT OPTIMUM MOISTURE
PIPE ZONE
2' MIN.
COMPACTED SPRING LINE
GRANULAR
MATERIAL 1/2 Bc MIN,
1/B Bc 4` MIN.
UNDER BARREL
NOTE:
1. INSTALL APPROVED METAL DETECTION TAPE 1T FROM FINISHED GRADE
2. INSTALL ACCORDING TO ASTM D-2321
3, COMPACTED BACKFILL IN 6" MAX LIFTS,
MAGNETICALLY DETECTABLE TAPE
6" — 12" BELDW GRADE
USE FOR ALL TYPES OF PIPE
COMPACTED TO A CLASS 2 BACKFILL
COMPACTED TO A DENSITY OF 98% COMPACTED CLASS 2
AT OPTIMUM MOISTURE BACKFILL
WARNING TRACER
TAPE PER SECS.
A WATER U N E
1 PIPE ZONE —
UNDISTURBED SOIL TRACER WIRE
NOTE: INSTALL BEODING
TO ALL PIPES B"-12"0. ENTIRE BARREL OF PIPE TO COMPACTED CLASS 2--
NO BEDDING IS REO'D REST ON BOTTOM OF TRENCH BACKFILL
FOR PIPES < 4"0.
LONCITUDINAI_. SECTION
WATER LINE BEDDING DETAIL n
SCALE: NOT TO SCALE
CROSS SLCTION
FINISHED GRADE
z
BEDDING FOR PVC GRAVITY SEWER PIPE 3
SCALE: NOT TO SCALE
MAY 0 2011
BY:
DETAILS PERTAIN TO GATE COMPLEX CIVIL IMPROVEMENTS ONLY
I z I A I
4mALAlY A IK
i(3 M"
rwa�.w.m�
ova
°u 2
J
Qd <
Y
n�
m ~
n
IyI
d
4�
a CL
12
F-
U
cl Q
co
-
z
r W
X
w
W
- a
= III
Lil
J
z
W Z to
0.
is
z
0 Q
a <a m
p
U
Lu
Lu
Lu
.N w
0
F}
Z
U
�
tL
�
o
J
U
a z =
'
suac:
AS NOTED
P1 w
wx.c m."+s rya
12592554
v� 43 1049
I^_>;ni

r
L
V
4
a
i
^�H
a n: LL
i®
1 I
n
z
A
I
Ll
l `
END ROADWAY PAVEMENT 1
BASE ENTRY ROAD '(BID OPTION t7
BEGIN --ROADWAY PAVEMENT /
BASE ENTRY ROAD--{"BASE-BID)
STA 276+00.bO
7 7pN$ a ! liAR/1r
_RUGM GRADING & CONSTRUCTION
l
ZIP
/BASE ENTRY-. ROAD --(BASE BID)
STA 274+88.74
®I�I_I_I�I fl
r \ \
f 4 \
rJf ,1y\ �-
1 �
4
wl
-�— /f / / k NY7-SY'FIL FAB
MV5 SY TIL FAI 1115
SEEFMAR fE DITCH
F
FS
2GI
$175 1 1
BASE ENTRY F
I i i GWE'MEDu.M'T0 MAIN
'�F '
r?
FS=
2G1
5
ZS D t5 50
SCAU IN I �O
SUiE IN FEE;
9p
s
�o
o�
IPA
J
0
co
O
w o
+
J
10
U
66 t/'1
N
MAY 1 0 2011
BY:
` • '� NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
' .•` } �� DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
\, ~•\ '.,�' S� FOR DITCH DETAILS SEE SHEET CGSOI
A F
94 PFYE7fK� FA!CgI }
31:5
SE/LI. - 1
033184 .' c
$I
MACTECIRKAKJV
o
�w
o�
W�u
Z
w 0 4
Q
a
a
N�
L)
oU
z
'
f W
fl
z
2 (
a
23
O
W 0
i
m
7
W
W
u N
W
e
Lxi r Z
W
u�
m
ti
a
p7
� ..: o7
ix9 0.
25935b7
IF
.J�
.i r aao+
a

4/5/3074
> (7)
01
4-
CTI
MATCHUNE
STA
280+00
p
�/r
tA
-2-205
00
R
1 , , a : ` , 1� a fj t. Ut
-
,
m
-E�
;,o
till � � II 114 , .,4 ;i.1 r• �,9 I ,�
�
�
/
/
'" /� � _ 'f•) L....
17—
t
Rin r $ll:
1
/
p -,rj
u
A
o A
_ _
I{I{`` Jl ar�liH .I�•--1 r J�` ��( '. ll'I +r� � �zl rr ��� I�?
�
cn
t
f I
� — _,1 � ` �„ 1 /
4
Z
MATCHLINE,,STA,143
4�
4
cl,
t
930
4
U
x
z /L7
z
I P.111
F
z
-n
4
----------
LA
L
X
z
7 m
IWAEACE'
CREEK, ROAD
4
r
4L +
,mo 0
jr
>
R 4"
z
tp X
290
if-
—mp
2
t we—
Z,
rri
<
J,
kill
Eo�
2305
rn
J
f
STA 2409 +00
c 9()tt yes MATCHLINE
ee
Ir"e"
STA
294+00
mj
c
'A 1,)
DEPAR7 VIt OF rmL NAY, NAVAL P WLITCS I 11rVELRIND COULILHD
NAVAL FACILITIES ENGINEERING COMMAND - MIDA7LANTIC
v
MARINE CORPS BASE, CAMP I-FiFLIHE JACKSONVILLE. NC
FYI 2 MCON P1 383 (BASE BID)
C:)
NEW BASE ENTRY POINT
-0,
BASE ENTRY ROAD DRAINAGE PLAN
N.)
CA
M
LT

.1
I
A
I
"I
F.,
if i
I TONS CL I K
Z!? SY FIL I
—1A
0
0
+
LL,
z
U
GRADE TO DRAIN
IC4
'AUAAL EASE ETC
icSEE DETAIL E
S CL It lam"
w,7 . At $As
ryiJh SEE DETAIL
N
,e
-) — � F \
GRADE
4
BASE ENTRY 'h
-----------
2 IONS CL 0 RINtAP
W7 SY FIL FAB
LATERAL EASE DITCH
SEE DETAIL C 7765
IS)
f
No
J
4�
<1
0
y\
23 F \2GI C101
f
IISIPRAP
RCP4P
vm sY r,R IAO
'11.48
ER 302 6,00
r 9T ry
rhN
W/2i
I TONSSVCL,gIL IFtJMAP a
STANDARD Il E CATCH 5 j CETVL H
Z-7,
0
41:,
10 0,
%
'NOTE: —SEE ROADWAY PLANSIFOR ROADWAY CONSTRUCTION Jr!
DETAILS `'AND PROPOSEDDRAINAGE DITCH PROFILES.
LATERAL RASE'DITCH
SEE DETAIL 0
--SEE•SHEET CG501 FOR DITCH DETAKS
FOR WET DETENTION BA51N
DETAILS SEE `SHEET CG504.,, —7
J
MAY ---I 2011
+
rot i co
0
cv)
LU
z
f
LLJ
LU
N
LA
mwmc 1
32 21 PMX4-07-2011 I
SEAL
033184
r DTZ
m
ow
om
MAGTEC I RK&K JV
o
z
z
<
LIJ
Ld
<
0
cn
0
z
fr
0
<
LU
L1.1
Lu
z
0
z
=1 0
CL:
LU
cy
Z
LLI
1=
Li Z
L'i
Vo
z Z:
Fil"
UUA I U0
Z-
-7 A
7

I- v,
71
IL
J
f
V,
01
in
Ln
W � D = LI
ILn
Idw-
CL WMAP . ......... L/w � ILa
sy ral In
V#7 IWFIL FAB
011000
�j I cbmit�;ffytz
. . . . . . . . . . . . .
�Fm NA 2&9
4v
1p m 1w m m
4r,
y6vr�, FOR ROAM&
7,
PROPOSED JOGGING
TRAIL CONNECTION
TO NORTH WALLACE
■
CREEK BEQ PROJECT SW8 090630 PERMIT
(±2,1 65 SF IMPERVIOUS) BOUNDARY
I C
NORTH WALLACE CREEK ROADS
CON
.-AND JOGGING TRAIL
(PERMIT # SW8 12061_2�)
,FOR SEE -SHEET!-ow I
-2 F
gR WET b6kNT, A61
I SEE .S)q
4T .. , 0 -, �; f .
/m
9- 2013, ­1
9, gobs-,
bd
09
WL
4=04
M
jLm
I Iw—L.y &-I no
no
If
Af
z
54
CG11

� �A-.} '
�•1� �
T >` -1 Y t � • jl 1
_ tt
�r(%l� ilnl7!1, s'�1/..� 'si ii �LIf1){�(=.`d�i,,�s�
1 F�..11 I-S 1� /1 i7/ �J Yi 1 �.� Y4S./`�•�'Y �r�

n 7 A C
cn f
v, u
sPEc cur = \ NOTE-' SEE ROADWAY, PLANS FOR ROADWAY CONSTRUCTION
\ \
1R sEE DfTAIL�A\\ DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
SCALE
IN
/ SPEC. CUT DITCH vulD sY AL .� \ \ \ \ \ , FOR DITCH DETAILS SEE SHEET CG501
SEE DETAIL A '` �K�. 13 �p NS.CiB RIPRAP/,'\'� ,`\
u \ \ \, may\ \\\\� 1 Z SY HL FAB
` �Wrl1 Sy FA`PAB ''•\ -'\ �,`; \ \ �`
S I DRAIN
SPEEC. DETAIL. TAH
\�1 10•TONS'CL B R1P0.AP
� ��� � � � Z 4 A � � ���� � ,\� �` � • � �� SY Fll FAB
\ \� �J ! '' r��(,P \ \ >•�\C\ ,,, \ ';,,\\" SPEC. CUT ITCH
\,\� ' \ �—SEE DETAILA f
5E
1 I 5 AAA EC. CUT L71TC
,: f�: ! ,.1.r i� — r\ �!sl.• y \ �� E DETAIL`A��\r�' \ \\ ;\\ ^\,_ \\�\\ 71TVS TONS
FIL'FAB
sPEti;cvr DTT£Hs� I�
SEPAETAIL A
' `\ '\\\`•V.. )1 32:24 P,Nj, 34-072011
Y \ „I nr,
d// / \/ ^?+� '�/✓ ?, 4L G\ \� i� ' \ .Z'4✓ \ \� �r��\\ \� 64'0�e' SG4R tv'y
1 L r ..sy : F= /' T�J..• ��\ +`. \ ii\\ �. `\I` �F / 3 TONS C1-I RIPRAP t0 GYy`.
�,E�!+1 /, �� r . 1r \ • SPEC. CUi DITCH �-`1\ \c�. �� F1 7
Rr " \ ` / \ ;/� T �.,r •� / A G �Cv �. \ , "SEE DETAIL A \.,,. _
TOE PROTECTION / ♦ yf . \ ` \\ a`. �.�.-�.- {=� � �l `, ,`� /' `� W/16 SY FIL FAB _ SEAL
3318
,'
SEE DEIAL / r" ` •o i< r7e ,
�� /i// �` C�4f~ 033184
O 14T .� >r �1a'
� 1i�
+;zTc� ,\ 'O�' },\Z` \ :3(�y�'._� \ \2 \`�Y �\i \\� /r/ 1B4 i��'"1 ',,,'•x.�EYW MEN,,`/'
04
cq
7 ELBOVfS'•>SEE -DETAIL.FI\`
r 7GI a \�\\
�r O/ /y / t'/ f ♦'� //V.'r ifs i�\ O :cl \�\\ ifiL
N
w BASE ENT RYA ROAD r% / j' ' / �: • ,, \\� :\ f \ A x, ROD LAG �l
y�`r r 1 , \ `
Z r ~~ MACTECIRKBK N
_ � / /y .�� \1-vSR� �-� �� / / f. i/ s� f� � rc Ca � \ • �" � .i \ \ \ :/ \ L. �__ L 0
/ / � ``� \ �� �\ \ \-, I � � � � \ ± �. �\ • ;t � GI .7GI75' RCP -I _ `� �� O
H
MMOVE
cl
LATERAL VDITCH / ��'f / ~I ,o ^' ` \\ ..�, "�S DITCH- y \\�� �Y swlu,lre.m o,�I
SEE DETiJL B \� 1, v \'` > �=- <. �• \ �` xs r. lea.
/ C // i 154 R �n'; S E.DETAIL`F �• ,✓ _ JLB N1 J64
` - \ o y sutiu
t' i41
Iol
C✓ sy I _•�\^ C .'")_ \ ,� _ , 1 7.89 R7� is^�`, - r
BER 331'+53 JS �: \ ` Y i<y, \ \ \\- 7B0 �-;T``-�-�-_ n[w•Fuxu
65.80'
TQNSCL�. Z
\\—`.23.82��
Wr7'SY FIL DI r
C
,STD. V L'rctl- \\ V
SEE DETAIL
EL 74.78SLAT. YDITCH d
�1 p / /' ! \ "� \\ \_� #• \'`.ems - t�'�`EE DETAIL B,. _ J
fL
Y TONS CL REMO- 1?IP z'' - ~
III FLAP W/7 SY 13 \ t ` I .AND- HEADWALLS \ '� ❑ lJ.l Z W
4-TONS CL B FA FAB 7y. \ ) 159 \ --f i \ ♦'- - 4 Z co Q
>/ = ,ls' CAP RIPRAP YiV'7 SY n / , 3 \ wJ \ DI \ ,1�� \ \ .. �' ^ Q a
FtL FAB� m
;I`\(`� / / 'ten, ,�,a, y^ -• CC CC
.4 SP. BACK OF �1 ,(, �s \ f.w / t....f y4 (�j
1163 �\ CURB b ! \c \ �\ K� ` f 1�
`�- Z fl
116R l { /// 163. 935IT 41.87 ;A f'-. r W
/ �`/Z` /' \� ` .` \ `• 1 CB O/� ' ELM cc ,\ \ cc a Z n
4. \ \ 161 1u z inW I
\`\C
MUJI
201-D CD
UJI
163 it
F
� \ \ O STANDARD V DITCH y � � •\ \\�- i � Q m � {p
1p 1-0
• - � ' � , \ci= ! D ENO \\ o
AS NOTED
MAY 0 2011
�I
5 TONS CL 6\�t� 259255,3
uo.� i
SPECUL CUT DITCH ` RIPRAP W/14 SY \�. TONS-Ci `• 1�' p \ 1 V'` I / �� j. `
L - �_ \ --- / / '/' (!1 ► C_ SEE DETAIL A / FIL FAB FV S C s,[[s 55 n t0�5
\P'EILF� CG105
H n Z..•...
L
Id
1J

I
LE.
A
I L
llt4 I
t
r-y
SPEC. cur DITCH !` 2 TONS C LllwPiaP
SEE DETAIL A WF7 SY FIL FAB !
r-
{ i
= — sue--
.J I
,BER 347'+00.23
711.84'.RT --
EL21.60��
STB: BASEDIECH
sY��� '�i�� 'SEE DETAIL'M'-may
5 TONS CL B RIPL
W/14 5Y Ell, FAB
-� 1141� REMOVE ` 1
„ 2GI
5
Vt ,,111,
• � -------------
1B7 7G�� t ENTRY ROAD.!
FS BASE 1
GLADE
/TO DRAINS }l
- 18, CAP -_ -2 ELBOWS
2 TONS FI FAB
WV7 SY fll FAH 190 -.�-__ .7 _
e-[AT: "-DTCH-s
-SEE DETAIL B l'" T -/- -- - ->/f -�-
! SPEC. CUT
SEE. DET
v vw w�
-T_Mf's2 SY FIL FAB1172
�
r� t..•{• �`- kr - Nam: _.
SPEC`CU7_DITCLJ 1i \(11
�rS�EE 4E\`TAIL A / I yid i�± `
\ram`\\�,.�.
3 TONS. CLft, III ."
MCI SY,FIL FAIL
SPEC. CUT DITCH
SEE DETAIL A
SPEC. CUT DITCH C
i SEE DETAIL A /�
\� 191
T
l
I �
BY OTHERS E�
1
`1
J
T
�s
Rs
?Oo�
25
SCALE IN FED v
a
31:32:26 Pn11
—� 1'ti �� _L�= �� �__ - •� SEAL
:BEY W. A
BK
ID tr
CV) oal
j. 194 `\
-t � \ _�""��=-_'.rz.:—.:•�.:%�,•�:r..v,-.�_"{✓�.��r Q MACTECIRK&KJY
164)
`8.1�\
\\Jt.\ !�''\'\ ! L�fl.d
2 TONS•CL BRIP74P _�_ = 1 �-``. rox rourrxn rurr.-
1 WV7 SY FIL FwB . ��C-.L _ \ \ ' ::✓"Tv'�::."-.�'-'�.tis y �_� ..nnr
_ w✓�� z `r-�PU
c+r `''mow• �' �C"'-%ti��_�`�--}..�� ^'.s'-�:^�:� �- "'`'� `ti^t:;r'
l SEE nETw1L w � I �
.L
15--RCP-111 1 \ - ���-��` o s Ero orn LI
45 y` ~'`� � _ `'- FOF Ia°• JL$ I.w J'hU
"-SPEC: CUT DITCH- - - - - T - ~
--, _ -� ...._ - DETAIL A - �T
K ` n, rss~ 'ohs o C ro i-fz3��a O
�. .-�-y* - _ = T =�- - yT > _ - - - - - -o- - - -1 o- - - - - - - �- --.. - r FL'-W
-1f'--� -~� yi f 0 -c _ - - T-i{, �.� ~ -,�,, -•FD - - _ _ �_F-F'0'�-i z_ T
_ o� ;fig
Q
—_ �r =___--———— — — — — —
— I— —------- Q z m a
_______
_____`
�V.'r-�%�:�✓ t RETAIN g:7 Z Z_ W
N ca
c) Z
1 w w o
W0
z J�m r
LU g
' W N w
Z W
to
o� o
scyrSAS NOTED
RiE
SPEC. CUT.E1ITCN
SEE DETD A
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
% MAY 0 all
DETAILS AND PROPOSED DRAINAGEaD1TCR PROFILES.
/
FOR DITCH DETAILS SEE SHEET CG501
j
r •
12592567
'
CG106

z
F_
--
r �
_ SEND GRADING AND CONSTRUCTION`{
BASE,ENTRY ROAD (BASE BID)`,
L�- MATCH SNEADS FERRY ROAD 1 i�`
(SEE PROJECTS-P1164 6, P1265) 1Y
PC STR 354 + 99.01: t'
a N 340690.68.E_250337& �, —
ib
O _F
1 7 /
cl
LLJrti-'k:r.-i'1 ' --
_Z -------
--• G E TO_DRAIN '- I REMOVE 38,
` � _,' .BASE -ENT RY -,40AD- - �
V SPEC. CUT DITCH
SEE OET4E A— �Jam-
-�:rF
Mill
_' Y— ~/G�• �4v1 ~'�' GRADE TO DRAIN RETAIN wxa
_ � � � .-�� � �" % 1 S 1' 1 / ✓rss FEE
iI.--
JLR It+• JBM
CD
J
t,
ANUJFI785)
_T ; J
.2o
—BY OTHERS ! s
Er
Mph
BFlPY7 Y'DIGC
31:32:2_8..`P�����4-07-2011
-Q4'0G,, riTC'fir.
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
FOR DITCH DETAILS SEE SHLET CG501
13 TONS Cl, I Will ,
YU30 SY FIL FAS
a
■
E7
rw
<r ~` '•033184
�.+N-k'�fQJ�•�
'1 _�..�,� \ �_,�J£ ...�—_---/-_ate—l-._Y T —
1-Fo � � r-^� � OTV
r MAGTEC J RK&K ,N
%l r � 55 �" �~ •�1
ov
yu 1'• o
a
n 1 i L�i w�q �0 J
a
Qd 4
0 Er
1` i mH O
lI Z M W
RAN. Cr
Lu CD
LU U
U m a
L m
AS NOTED
2 01zt
---MAY 1
B Y: �` 11111= I — \ 1=552553
L SCALE IN FEET
57 « I043
CG 107
E

I
I
j
a
n
0
i
c
�o>
- 2e�
a1
m1
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
FOR DITCH DETAILS SEE SHEET CG501
L'
S
r' l
J
1
�1
N
1
1 �
1
l
i5 }
z
1 �
r`
21111
f, SCAEE ►1 FEES y��]
S ;
(
1
�
r
1
fi
26 TONS CL i lu""'r,
sr Fa s.s ,
(�
/wm
{\ A
S�
Q _
SPECULL CUT OFTCN
J !. SFE DETAIL it '
SIV DITA1l'r-
\\HOLCOMB BOULEVARD
'SPECIAL CUT OrTCM
! SEE GETAIL A
MAY, l--O 20ii
~ B
G
Fac
'32:29 P!+A,. ?4-U7-2011
SEAL
033184
a401, RK
& l
MACTEC/RK&KJV
a n• .r a
o �
u
Z
o �
�
w g r
o
�
Z
a
=
CO Z
w
O
a
W
Na
z
u
�
z
�
r W
Q
�
z
IL
lil
���
�
z
�U
w
w
cl
g
b J
IN
r r Z
U.
$ J
CL
w.0 [Punt ra
1?59':559
L
a
�.J

J T

n A
-F f t
J , ROD A tUG —
! III 1,40
r'. TOE PROTECTION
f SEE DETAIL N
SY FIL , i l
r" SPECIAL CUT O1TL B.ACEC OF
SEE DETA`,t A % SEE OfTAIE 1 , 4 t� h va i
ff/{ •�f JJ 1 �Y \ i ��� l 1r32:39 P�,X07.2011
f `
SEE DETAIL A i 7
� \ � ,ot SS y,
9 , { , rI � � y\ I��r 1y �• � fr i\{! 1 `I � � � � i' � i \ -�� _+ !��� 5 •yam _',,,+
s TC31S lilt� / { i �5.`323_\ �` L� �t -W ` U33181 / 3
IAl C DUCH RIFRAP yW114 BY 7 7 ` i 'T I l` �I '�-_. `-� ♦ }`f'TT, 4y,'r SPEC CUT 2Gl-D I \ [` G W •-4. \ ''y ,M
/ � / SPECEAL CUTb CH � �
SEE DETAIL
PyPAB ' i , 5 _`131 •1 . .•� i t •••••• ��,
_ / _ sEE DETAI! 0 s TONS ct b ur+w
S'ct—t A 4 w w i�Sy a S �, �k i I J� s 1 ! i is III ,ae \CW-10 SY FIL FAt �+r•r �/�1,
PRAP YU7' SY 13b y5 FIL FAB �r t r 1/,(• yam. t I_ �.� i., •''. ORAw x fir^ _ "'vr,�rti.•�"tir,u''� f,�„_,.-. ,.+
O "3i ]TONS Cl 1 RIPAAP "ry, y/ • _ i _ML E` - F b fl�Ylf7-SY HL-FAB� �71 !� - �'< �'' I]i ���ttt - ��I_+1 /'ji1` �'• i ' 4-� '`R y / _ ..S .. r' SPEL DEYA�I AN.- O n
O C - ''� _ CB-C4 733 j i ��� 7 is /SPECAL CUT DITCH• �, [ '��-~~"_ % r _ -� `-
-�. �� o]6d ^!_ i , �f - �1fI5r ,7 ~� vci / � �I 1 GI ,i� J` i I Its'. 4�- yr 15�SE4 DETAIL A r S: �� �_� •S�Tr I c Y�-`f TY_ T
� 1�' i�"'i \— � "`--,�-�- v`�j i" "L'."—cE _ _ _ _ �''� � �a--�.1— ` it S' i'` � ��%'' �1'-'+ � " � „� � =— T — — =—��f � . - - J �
DF�-- '`���—~—r-
0
—
RM
- MACTf=C 1 RKSK .N
�� —� ��
163 71
162 161 Id0 1O 157 i S 153 RE , __--- - r �__��- LU
�� �i`•-RCP
C^� —�jl
Al
A
I ,
SPECIALcur DITCH SEE
SfE DETAIL A
SPECIAL CUT DITCH
SEE DETAL w
co
ts• c.r
/ 2 U
Roos L LUG I
STD. V DITCH Lll
I'
SEE DETAIL K 63
C:
2 OTOT NS CL
R}PRAP Wiz BY
i.
FAB i
359 Sb _TSd- S IS4- w-TF- ��•y�--� •Il u.wm rx•: -
-�--«--.— - -� `� 1 r'—_ FiO�COMB BOULEVARD
%- BBB Imo• A81W JAY
IS' RCNII � �.�.�. - - - -- r � �� r�5' h— ��. � - f � \ : � �' F .•.. `_ � � wrru
- ! Ls• RCF-ill •��. _ _w---- ,_�''i ...-+' ' _ 3 :.n�...s.
-F: SPEC. CUT DITCH
_ -� �•� - �- .� - r-1 /�' • �F _— J _ 'Y SEE DETAR A _ r�
_ ~ \ �Ci' -i-� ✓✓ v`~ ,SEE DETAit A
t• anti.:�r_ ti A I ,' ' .r- -IT3
,\ BE 331+5 s.�s ` .1 s? 1 I 1 �f/ r ,� •~� ��? .i O I i 167
-EL: 23, 82ETCH L�j
? �' /' i�l _'f ' ��~ t.. I• �/ Vb10SSYLFIL FAB �' ��-Jr `-' Q a
!' SEED
4�
m 1% I \/ / SRS 2007 a a (L
OR S2i's 4,69
79.11'
2eRT
r� j tL.2r.
REMOVE PIPE. 1;
AND IBI WALLS S
BER ss5 -4l.e2 ` • / �••
163.f9'-
1
..r LAT'Y . Ol
SEDEVIL linr•' t Y ,SEE DETAIL F 2 G 1111
C
.-E B"I T -"�='� •' ]el
/ ' 9
. ,✓�;� �� , / i / j m a
!/... /. TO. VDITCH -.5 - y ' 1 IEill U
' 'r^SrE�E:r^O57AItF �--SPEC: CLP ITCH-�� J f \`"` SCwLE IN FEET ~
\.fl" 'SEED "A / 5PEC. CUT DITL - ! -� •s'� f Z in Z
7 A I - " 5 DETAIL ��, � �� — -j�` a
ccw LLJ 4
Lki w
� O J
FL 23.41 �9 s r Y' _ �-�- - ^ i:SL+'ha "t�'w __ '- _��•"'r' , ~~ �z Q Z)
Cl tRIPRAP _ - - - J
�LbRT SY' r-.+•.. .. - . ' 4- �•�^� l\� Lu
CA m
4N En
LU
• •i...., .. .. _ ___ __ •��. T .• � ter-'^
- - ��_ - - - T-� --- J �- _.._.... ✓�..^' ,,,_.^",s,>s..••"c. ` ,ram ��_ a � W O
_ _ -_ � _4 _`_ �ss�./ - __. r.-'.. ��r .se'C1'v:?•L-'•Tf� - L=7� - � � � �� ��_j �--� � �rr'� _J r� l LL b 2
- - �.%-i,s • � r�VJC " -�� __..._ /�% ~-^ ��~�'. � ; �`��` , 1 i j i - •0 �� �, 'i Y- f: �'."J�'y`r z � � w
•` i .F�"'c � // / ,D TONs'cl a uPRAr � + 1 i i � {-s J��I` �
.17
• 1� Vd'32 SY Til FAB / v�_
IS CAP /v .�--.1 ` j / �.�-..�. -• �� /I / / r`.- ��11 l 1t ���' fl I Imo_. '� {Y;'%i*rl ` 1 `• 2011 - sc,c tl tag 45 NOPu83
7 ELBOWS=i"5` 1� ' •`
Rao &'LtrG _ �iI I � .` � I � �._.,. .o-rs�•.cau.�r
NOTE: SEE, ROADWAY,PL4NS FOR; ROADWAY CONSTRUCTION;I
sne" c.CyT orce+ DETAILS AND PROPOSED DRAINAGE DITCH PROFILES. l \
I . , I ��....�, --_�- -'-"�� : ref Gk•x2 9
O E6 1 _ i r 12�92571
]5" RCP -,II. 5E ETAIL A 1 _
c" �� i � FOR DIT.CH�DETNLS SEE SHEET CG501� S � it `I �� �� t,\� CG 1 2.3 ...
/I S o-•mr a rsc w. a.
L

4
n
'7
A
c
mi
"rot F-
f
N
(Wu-
J/f it
_A
f L
c^
SpPKc. CUT EASE GRC N
SEE DEML 0
m
ll i i 11
HOLCOMB BOOLEVM
T"DSEE trETAlL A
1-nn; SPEC-
f
AbrUST
MEDIAN DrFCH
SEE DETAIL I
\j
f
) To
I�lj
>
P-1 rl
-z
I ,�AD�3' SRS-2007\
\SCALE IN FEET
J
km WE
11:32:35 F_*,j,2tQ7-2011
-04311-1
V
'AL
N'A
DTZ
JD
oal
MACTEC I RK&K JV
f
F-
LLJ
cl LLJ Z
z
:ZF
0
U cr)
co
Z
W <
Er
>
LU
Ui L'i
LIJ
1 0
z z cn
z r) M 0
co
LU C,4
Z
j
LL
----------
z
T-
'AiOTEi—SEE')RQADWAY PLANS FOR ROADWAY CONSTRUCTION Ott wPL" I
DETAILS AND PROPOSED DRAINAGE- DtrcH'pRoriLEs. MAY j 0 2011
FOR DITCH DETAILS SEE SHEET CG501 12592572
CG124
A F-
a

n
L
-7
a
A
C
.J.
H
DET
SP�I ITCH
1 HOT +o Sadel
Front
et Dltr�l
N wb J./o � ;o t SN1pe
r�er 0 MTn, D• I.0 Ft,
-BER STA3 ," TO STA351+00-AT
HURPT STA, 1503195 TO STA 1515 11 2
RT
HBRPT STA 1514+916 TO 5TA 1516100 LT
HBRPT STA. 1515+99 TO STA 1516+50 RT
PSM STA. 1110+50 TO STA 1113+50 RT
HBRPN SEA. ISM+DO TO STA 1902+50 RT
HBRPO STA. T700+71.33 TO STA 1702+00 LT
HBRPO STA. 1201+00 TO STA 1205+26.44 RT
HSRPS STA. 1400+00 TO SEA. 1406+67 RT
HBRPS STA 1403+25 TO STA. 1406+67 LT
HBRPS STA. 1407+14 TO SEA 1412+56 RT
HBRPS STA.1408+00 TO STA.1409+00 LT
HOL STA. 1012+17 TO STA 1026+72.81 LT
HOL STA. 1012+17 TO STA. 1020+89.26 RT
MOL STA 1024+00 TO STA_ 1026+00 RT
HOL STA. 1034+50 TO STA 10364 50 RT
HOL STA.1036+00 TO STA 1037+39 LT
HOL STA. 1040+00 TO STA. T041+00 RT
SERVICE ROAD - B2 STA. IO+LB TO STA 13+40 LT
TRAIL 4 STA 84+2S TO STA. 86+98 IT
TRAIL 5 STA. 124+00 TO STA. 132+40 {T
WALTLPJ STA. JIM1 00 TO STA. 2105+00 LT
WALRPL STA. 2301+50 TO STA 2303+00 RT
WALRPM STA. 2412+00 TO STA. 2414+00 LT
DETAIL B DD T
LATERAL 'V' DITCH LATERAL ASE DITCH
f Mot to Scde) 1 Not to Scala)
IT! n
FA SIDae
t stow axna / .> rr T-
y
B 111n. D = I.0 Ft.
Min.O o Ft. t. B • 2.0 Ft.
b = 2.0 Ft, b :2.0 Ft.
BER STA.283+44 TO 286+00 LT BER STA. 30D+15 TO 302+25 LT
BER STA.314+00 TO 315+25 RT
BER STA_ 320+03.46 TO 323+00 RT
BER STA 335+25 TO 338+50 RT
WALRPK STA 2207+00 TO 5TA 2211+DO LT
WALRPL STA. 2301+00 TO STA 2307+75 U
HBRPG STA. 1103+DO TO STA.1105+00 RT
H8RPG STA7103+84 TO STA 1105+50 LT
BER SEA. 315+25 TO 316+11 RT
HBRPG STA.1100+00 TO 1103+DO RT
TAIL Q
LATERAL 'V' DITCH
1 Not to Scdel
rd 1 r ra
o-yla D r r. slaa.
Wit.
= I.SFt.
WALRPL STA 2300+90 TO STA 7301+50 RT
D T�F �AIILL�� QETAI I DETAIL J DETAIL K
STAN A A DITCH M IAN CH SPECIAL BACK OF CURB CUT DITCH STANDARD 'V' DITCH
1 W, ro Scobl 1NOT to Scob1 INOT TO SCALEI Not to Sc-)
�NAiI.NIL CAr UM
and q/ D q.\ routs ShpxlWer e� sNax/Qer I ROIOMdY r�4.' jROlORBT
Min. DO 20 Fr. F. �.7 P I uln. 0=PL01 FL (4jtFB 4�*�t�p _- l w•+uln. 0= LSFt.
BER STA. 302+00 TO STA 303+29 RT BER STA. 301+00 TO STA 303+00 HaRPG STA 1113+00 TO 1115+50 LT
BER STA 310-00 TO STA 313+00 MBRPP STA 1361+00 TO STA, 13!0+00 RT
HOB STA 1043+75 TO STA 1045+51
HOB STA 1012+00 TO STA 1015+DO
HOB STA. 1020+00 TO STA 1022+00
TAIL 0
SPECIAL CUT BASE DITCH
(Not to Scab)
Front
ow y D Olrcn
ICI alx
gls Q.0 FO Fr.
HOL $TA 1D42+00 TO STA. 1043+00 LT
DETAIL P
FALSE SUMP
I Not t Seda1
Cl+ch
ea ChWt Beior•1-err 20•-�•1 0
$-Ditch Slope 4 Proposa0 DITCh
SEE PLANS FOR LOCATIONS
TAIL
LAT AL Bd DITCH
INpI to scdsl
s
Saps
ouM y s Ft,
r/ t.
B Y1n.0 45
B 2.0 Ft.
b = 2.0 Ft. --
DER STA276+95 TO STA278+25 LT
aER $TA294+97 TO STA.295+16 RT
WALRPJ STA. 2105+DO TO STA 2110+21 RT
TDE AIL L
LATERAL BASEtl DITCH
c Not to S
�� FSbpe
�BJ
r9
D-LS Ft.
/. Ft.
p _ 4,� F t,
BER STA.314+00 TO STA 315+25 LT
DETAIL F
STANDARD 'V' DITCH
1 Nat to $cde)
Win. on 2AFt.
BER SPA 189+62 TO STA. 289+65 RT
BER STA 289+65 TO STA 289+76 LT
BER STA 329+86 TO STA 331+63 LT
BER STA.331+51 TO STA331+54 RT
aER STA. 334+25 TO STA 335+42 RT
TAIL M
STAN A BA DITCH
f Not to soda)
own town
O
Yln � 10 Ft. I+B
a•i.D1r.
BER STA. 311+60 TO STA. 312+00 LT
BER STA. 343+00 TO 57A. 344+35 LT
TAIL
LAT AL BAS DITCH
1 Not to $cdel
d
s ope
r/ t-
B I41n. O - 2.0 F t.
WALRPL STA 2302+40 TO SEA. 2310+08 RT
ETAIL N
ION
l{ IN., rp Scda1
w�
113"0 STA 1102+00 TO STA 1704400 LT
WALRPK $TA 2205+05 TO STA 2207+00 LT
PREFORMED SCOUR HOLE
•NOT TO SCALE
F..,eer,.ersw Re.dwn,n.•T PUN VIEW
maflieR RSRW � l
ss400w�Nd�'il
1.r ...M
p 41A11 LEYTL ANO FLLW
NniR1 N,xmw f20L1HD
SECTION AAA
p_ nFE Id . 15' OR 181
FSIIM
lNRDw _-��yL
rr II GEOl1NO
SANER: CI R New
W FILTER FABRIC ANN. I' TL)CK
111R
BER STA 304+95 LT
BER STA. 3138+41 RT
BER STA.308-84 RT
BER STA 3D9+62 LT
MAY 4
2011
HER $TA.319+24 LT
HIPPO STA 1705+56 RT
BIT.
3I
'33;30 P,F,a,Q4-07-2011
SEAL
033184
�IH4E
m
MACTECIRKSKJV
' �'? 6VrrrYET yY•: '
rem,
% nT
xs EVE It- XE I-+ Jd!,
Tutiu
71
RFxxtx wx+fv
p[r tw1Y!x
xwl. �vte
_ z
�U
w_
m Z
1 ❑ W aZ �0
IL
00
N
0 Cc
L) c�
M W fl
Z
LD a Wul 2
Z Boa U
z �Um fl
W
co
LL d
c J �
O
a Zo=
5
scw1F. cm:-. Nz
vrs xr,c rro.
I2592576
I$KET 65 E, lcey
rl Z 1 rl I ul
L
.J

z
A
1;
�f
a
i
0
0
i
boa
BL`1 I r BL-2 "BL=3__, BL-4R BASIN SECTIONS SEE SHEET :CG505 �` 1
PI Sta 1+18.00 PI Sta 2+65.40 PI`Sta 3+00.43'\•, PI Sta;,4� 18.25 �' i
f °� A = 90° 00' 00.0' (RT ) = 119° 59' 59.4";(RT) 59° 56' 30.1" (RT J = 90° 00' 00.7" (RT ) FOR OUTLET STRUCTURE DETAI LS SEE SHEET CG506
D = 318°,18' 35.6" D ; = 229' 10' 59.2" D = '229° 10' 59.2 ' \ D = 318' 18' 35.6" FOR TRASH RACK 1}DETAILS SEE SHEET C41 1` ..? f" j
s L = 28.27' L 52.36' ;' L = 26.15' L = 28.27' FOR VEGETATION '.PLAN SEE SHEET CG512 i`
aoo� T _ 18.00,\ T = 43.30' T _ 14.42' 1 T _ 18.00'
1
R - 18.00' R; 25.00' R - 25.00' '� R - 18.00'
I N `,35° OQ' 00:0 E ,1 S 65° 00' 00.0 W
;° �� S 55° O0s 00.0" E N 5�5° 00 00.7` W _
cv , _o ; III
B
�
f i � } � •I j v
Nkf FAC
i1 i 01:34:33 P 07-2011
}_ PERMANENT POOL j I� �,8;
I (-04ro,}c:�lurV1
PC sta. 1+00.00= _ , a��ss�ti !± ' I N WSE 10.50 °``�''•.,
BER Sta. 3©2 +69.96 `r r `` rr I '� j _ S -'
� j it 3 033784 -`
�106.21" LT 2 { il ,,�
f LCp- �+ PSHJ
POT Sta. ,4+40.52 S B-A I f
r SHVY f =I0,00'
A .i I i IGo 1 I AI I ! f 1 !' V��■
F ' 1
i
MACTEC ! RK&K JV
i f
PT Sta. 4 +28.52
/ O 1 I f us BOB 11"
JL6 Ic Jdu \
-- - - - - ---------
15
LLI
L a
x _
' PC Sta. 4+00.24 na + ' MAY � �_ g zO lli z co
m z
fv CONSTRUCTION I I i cc a LLJ w u
Z co
41OQ o
W m
2G1 15" RCP -IN' 2G1 MULTI -PURPOSE TRAIL 4 1 Lu
U-
}
\ I I BASE ENTRY ROAD / /z a
r ` 3 'S NOTED
r -CL
- _I r I I •.
G[<RiP.tV[1P. n'.
z SCALE IN FEETc=,79
CG504
L
+J

a n 7 A C
20
15
10
1
1
EXISTING GROUND
----------- 1� ------------------------ — -------------- -- / --- I ---- -----------------------
TOP OF BERM
EL. 10.50
15.0'
T I J
2.5 0 2.5 5
VERTICAL SCALE IN FEET
--------- ------------- 5 0 5 10
kilttl
HORIZONTAL SCALE IN FEET
15
T EL, 10.50 PERMANENT POOL EL. 10.50
._T0.1 _
2 0' BOTTOM OF POND
5.0' 5.0' �''� EL.5.00
.EAN OUT --�--- ---
- ----- 5—
BOTTOM OF FOREBAY -
EL. 7.00
SEDIMENT CLEAN OUT
EL. 4.00 f
0+00 0+10 0+20 0 I30 0 I40 0 I50 0 I60 0 I70 0+80
SECTION A -A
EXISTING GROUND
CONSTRUCTION CONSTRUCTION
10.0' 10.0'
PERMANENT POOL EL. 10.50
10.1
20
15
10
5 ------ ------
-- MAY 1 0 2011 5
BOTTOM OF POND
EL. 5.00 SEDIMENT CLEAN OUT
EL. 4.00
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20
SECTION 13-E3
1 ? Z A
KAYRAC
- - 033 81�1� 5
�rr '
DTZ
1
MACTEC/RK8,KJV
L, ,,.,: * —'l
t`z
-
Z c
�r
0
4
Y
�o
wT
co
z
O
a
J
0
z
0 Z
-w
�!
N
a
w
a
w
z
-
Cq
Luco
LLI
>F-
U N it
•-Z
m
Lrtl
z_
SAS
NOTED
E�-T xc-. MaZ
ccnn cwvo. w.
125925°D

mm
RISER TRASH RACK
RISER TRASH RACK--,,,,,
OVERFLOW EL.12.50
OVERFLOW EL.12.50
1
1
ORIFICE TRASH RACK I
' 2 - 4" DIAMETER ORIFICE �
-- INV.11.20
TEMPORARY POOL EL. 11.20
ORIFICE INV. 10.50 °
'( PERMANENT POOL EL. 10.50 15" RC OUTLET PIPE
- - --- 1
1
p I
I
I
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD _
DETAIL 840.45 WITH SOLID WALL SECTION. I
WAFFLE WALL SECTION NOT PERMITTED. L=5.0' o .
AND W=5.0'. POUR BOTTOM SLAB 2.00' THICK TO OUTLET INV. 7.50 r
PREVENT FLOTATION OF OUTLET STRUCTURE.
a •°
PROPOSED GRADE
;o
L. C ♦ L 4 N L .�.
5.0'
SECTION THROUGH OUTLET STRUCTURE (NTS)
ORIFICE TRASH
RACK NOT SHOWN
FOR CLARITY
4"
i
4,. I
f
1
1.25' 2.50' _1.25
--------i_-_____--_J
FRONT VIEW OF OUTLET STRUCTURE (NTS)
ORIFICE INV.
4" PVC PIPE CONNECTION TO STRUCTURE SHALL
BE STURDY AND WATERTIGHT. 4" PVC PIPE
CONNECTION TO OUTLET STRUCTURE SHALL BE
MADE WATERTIGHT USING RESILIENT CONNECTORS
CONFORMING TO ASTM C 923 OR NEOPRENE
BOOTS EMBEDED IN PRECAST BASE WITH STAINLESS
COMPRESSION BANDS.
114-0
DRILLED IN &.3717"BASEmll MAY 1 0 2011
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS) 1 y:
llul
NgyrAc
01:34:47 p'". �Ls_OT•ZO t i
03318�
�y'±FY w. MFi'
�c cIA.
MACTEClRK&KJV
.;n.n
'1M/.:ST. 10 M4
LES PCB I— JLG Lc— J40
V
}
�?
bZ
;¢
wo
mod,
V)
o
m�
?
aw
-x
s
Lu W
w
wp
Zb
-(.)A
w
W
Ltl
~
T
=a
Z
N LL
a
�
a
� J
za
zz-
-
a
W
aS NOTED
1259_5°1
snce� 70 Or 1049
CG506
t

im"
^
/
n
z
`�-- |b^ KCp-U
\
IF: ,' ~
/ar RCP-1\
''
rSH
^
K7�
lip POT Std /0*00.00=
�l3s
Lu EA
PT Stc.
PC. -�A 7SERVICE ROAD' B-2 �SRD-2 \1
t J�PIH
s .3 tA T 32.68'
At /Fw
Stq� V61-158 I 1 11 ) R 50W/
SPECIAL CUT DITCH
wo
OUTLET STRU�CTUrE RETAILS SEE SHEET CG509 0
OR TRASH RACK -,DETAILS SEEISHEET �CG511
-A-S, 56- 00/ 00'
co
Uzi
LJ
D 260* 26'07.5")\\ 3 S_ -_3 5 5
v A6
SCALE\IN FEET
Ill
�

Z A
Z
I
1
1
CONSTRUCTION SERVICE ROAD B-2 !
f 15 I I
EXISTING GROUND
i--------------------
-_____
-------------------------------------------------
1 - --_ - --- I
15 0' 5 0' S 0' 13 5' 13 0' 15 0' 5.0' 5.0'
2.5 0 2.5 5
1.1.1.1.1CA.
VERTIL SCALE IN FEET
5 0 5 10
�:I:f'.1 I:
HORIZONTAL SCALE IN FEET
15
10 3' 10
PERMANENT POOL EL. 8.50 L_ --_- -- EL_ 8.50 L_ _ _
_ SEE SERVICE ROAD
10 — DETAILS FOR DITCH
GRADE
TOP OF BERM ��
3, EL.8.50 3
14.0'
5 BOTTOM OF POND -------------------------- ----
_____---_ EL. 4.00
SEDIMENT CLEAN OUT SEDIMENT CLEAN OUT
EL. 3.00 EL. 4.00 BOTTOM OF1 FOREBAY
EL. 5.00
- I I A_ I
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
SECTION A —A
1 a-�------------------
TOP OF BERM
EL. 12.0
CONSTRUCTION
E
I
i
I
1
5
20
CONSTRUCTION Ij
I
E
15
9.0' 10.0' 12.0' awl 26.0' 12.0' 10. 0' 9.0' 10.0'
EXISTING GROUND
--------
------------------1--------------------- ---------------- -
---10
----------------------------------- -----
PERMANENT POOL EL, 8.50
_. --- .--.---.-- -•- TOP O F BERM
5
----------- --------------------------------
BOTTOM OF POND
EL. 4.00 SEDIMENT CLEAN OUT
L I I EL.3.00 1 1
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80
SECTION B-B
MAY y 02011
0+90 1+00 1+10 1+20
ql,
01:35:00 P}� na-07.2011
S-04-Q 1-& ± TAt
" SEAL
033184 t l
'• i
� raj
N nv
fm
Ulf
MACTEC ! RK& K 1V
'J1[3a16� I] i•Y
ncs PCs W..xa to- JAu
o E �
Q o N
m
w d En
m Go
1❑ wZn 0 Goe�
a
�O my z
cr
z �z
r Ltj LA
w Lr'
LLJw
Zz O ¢� u'
U Ln
� m
(A Z� c
Ew 3 N U
J N r
sa o �
rza
uu . �ss NUEL)
;rxnac*trc� P138'
XEI OF 1049
CG508
L
J
G
a

r7 Z A C
RISER TRASH RACK ORIFICE TRASH
RACK NOT SHOWN 1 I a
RISER TRASH RACK FOR CLARITY
OVERFLOW EL. 10.50
IF OVERFLOW EL.10.50
TEMPORARY POOL EL. 9.00
PERMANENT POOL EL. 8.50
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD
DETAIL 840.45 WITH SOLID WALL SECTION.
WAFFLE WALL SECTION NOT PERMITTED. L=5.0'
AND W=5.0'. POUR BOTTOM SLAB 1.50' THICK TO
PREVENT FLOTATION OF OUTLET STRUCTURE.
3 �t_
A
2 — 8" DIAMETER ORIFICE ,
INV. 9.00 ------____--
a --------------oa-
a ORIFICE INV.8.50 --
OUTLET INV. 7.00
'---
.
d G e e 6 70
a
5.0' Pm 15" RC OUTLET PIPE
PROPOSED GRADE
SECTION THROUGH OUTLET STRUCTURE (NTS)
1 I
I I
1 � I
I � I
(D CD '
I I I I
I i E i I
i
� I
1.25' 2.50' 1.25'
----------------------------------
FRONT VIEW OF OUTLET STRUCTURE (NTS)
ORIFICE INV.
DRILLED IN BASE
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS)
n1 -7
L
J
4" PVC PIPE CONNECTION TO STRUCTURE SHALL
BE STURDY AND WATERTIGHT. 4" PVC PIPE
CONNECTION TO OUTLET STRUCTURE SHALL BE
MADE WATERTIGHT USING RESILIENT CONNECTORS
CONFORMING TO ASTM C 923 OR NEOPRENE
BOOTS EMBEDED IN PRECAST BASE WITH STAINLESS
COMPRESSION BANDS.
MAY02011
A
T
35:07 PLa N.07-2011
SEAL
033184
MACTEC I RKBK !V
!.lif�.l Rr :l GL
t- e6? I,-- •L$ R- JAM
rurt�
erg.. uu�-o
ecr„�u:Eu
�[]�
V 2
_
Va¢
u ❑
wp
m
nZ
xo
Q 4
my
Q
m
U
z
Fr
r W
a
=J
z
Z fW
n
z
m
r•
LJ.I
C
71
c� N
LL
Q
P
z }
to
xZ�
--S ?4aTEO
�- "Isa3
-El
CG509

� SERVICE ROAD B-2
9 � r �'t Ni UFAC
5' AGGREGATE BASE COURSE - �T pf,35-ta++Pn,�a,p?-2p1i
= SFAI. S
0331M x
SERVICE ROAD B2 TYPICAL SECTION ;x\!�iH4t`�'
DITCH GRADE SEE PROFILE q�R" w yps
DTZ
ov
iron
MACTFC I RK&K JV
r,aE]
I I
Ij f j
j { 1 I S I I I 1 ' I i • :44•es.' E] ME
xs fD8 k.. A9 W. JIIL
_ f —��_ 1 rw•car
{ I i ! s+.cx iurrxl•
PJ I10t04.00 _EL STAcln1h13.3?• 'I
?r-�SE,RW
y
ELI 9r ..{--!
zi1T1-PURPOSE PATH i
END SERICE 'ROAD
iSTAP+4125IEL 17.49
C50SERVICE ROAD B2 GRADE LINE . EL 5 oao 7}
o
wm a~Z mm<eEam
1rzfDom _U16—
�
_ 6S L_ 910 0 n a
P! 110+ 32 - _---- • VC i ? - I ¢ a LLI w
=-- _ - -- - - -- --- i --- --- _ _ — - - — — rw o
-- EL -1653'_T-_j�l ! 12J9% - 4 =---� -- - ;-------- tom' __ _� -� - f -- - ---- ! s I } i i x i Z_ Z Vas o
12 _ �BEGW SPECIAL CUTS t�ITCti - - } I r1f77D000% - +~ c ` I t I z Q m o
_ ft U
Z
-- - E1 90 r-� 0soi i !1!1 j I ' _ , 4
1- -� A6m00% —�— i _ I 1 f I 1T� 3 T i - ff ! r
f-125000% r EXISTING GRO1JtJ0 I i END I SPECIAL CUT DlTCN
fsfa.13#90Q?
EL.1050
I 1 ! i € � + j �� i i { i r r I f I k � _>
4; ! j a w f t I I. I I I oZK s
-- M,4Y
I ! I I I AS WHO
o I + I �#
i 1 I 1 I c i i ` i •1 .! I ,. casc.cx.--.»:.
10 11 12 13 "1....''
y(E, - 1r tCl i
GG510
.-j
T

l 7 A G
-)I
I I L
HINGE B►1
I
II
II
11
I II
€
i
II II
I
II
11 IE
I
I
ill
it
II
_
U
II
I If
A
11 11
I€
II
11
11
11
Ill
if
!I
1€
si
VARIES
_I _
'%NINGE B+l
PLAN
RISER TRASH RACK NOTES:
1. ALL JOINTS SHALL BE FULLY WELOEO AROUND
JOINT WITH A MINIMUM OF A W " BEAD,
2. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED
BY THE SAME METHOD AS THE HINGE PLATE BOLTS.
3. RACK AND HARDWARE SHALL BE REBAR AND
GALVANIZED IN ACCORDANCE WITH ASTMA153.
4. MINIMUM OPENING SIZE IN TRASH BACK SHALL BE
6 INCHES SQUARE FOR ANY OPENING,
* NOT TO SCALE
I
#4' REBAR
44 REBAR
II \\
6" TYPI I J
,>
M5 REBAR
EYEBOLT
FOR
„a SECTION
A-j{ ATTACHING
EYEBOLT
CHAIN
CLOSURE
J6" S. 6,- 6" 6" 6 6. B,- 611 6"
N
RISER TRASH RACK
7
ZILL'Ilum U-0
7
HO" THICK STEEL PLATE
HOT DIP GALVANIZE
AFTER FABRICATION rX
R=3" TYP.
1 W, TYP,
mmi
HAWFAC
01:35:21 Pra.07-2011
m 1g
SEAL
rttSSr�•y
I TYP. rx l ;�Y u�*►
SEE ANCHOR J
BOLT DETAIL
FRONT VIEW
" ROUND BAR — — R.3" TYP. MACTECIRKBKJV
4" MAX
I I 2�n wnm
7"I �• TYP"�a� •If,I_�_ ;,
4"
y— ORIFICE rc sae 1up its !c+ JAU
! OPENING =.a.
3W YY-V1Y
:16 IXNIKF
SECTION X-X
F T
6"`h_ I — It" STAINLESS STEEL J g o
/ BOLT, WASHER AND NUT
J. �� d
y�
4" I_ —I 1 = lYI ~
Z_
F� 'Z �O _J
Q d C
.0 m o
ANCHOR BOLT (NTS) z _M z
w u
.1 LL1 ce
Z 2 Cn y
C) Q "'
Z w U CO c
w J G.
fn MIM
ti
LLI cp N
ORIFICE TRASH RACK b5 Z
a 2
IL
a o
U
�a
suc: sr5 NOTED
MAY 1 0 2011
r+ste,Gp+iR, IK`,
.F.r w...c -a
Eiy: 125525°G
MIOt9
CG511
F-

n
m
r
J
A
VEGETATED SHELF PLATING REQUIREMENTS
F,
PSH
BASIN Bl
BASIN B2
►i�0i�i�i���
�EEMMMMWEJI
G
TABLE 1 - VEGETATED SHELF PLANT LIST
SCIENTIFIC NAME COMMON NAME MIN STOCK PLANT CENTERS ZONE
ACORUS SUBCORDATUM SWEETRAG
PLUG
2.0'
A
AUSMA SUBCORDATUM WATER PLANTAIN
PLUG
I 2.0'
I A
HYDROLEA QUADRIVALVIS WATERPOD
PLUG
2.0'
I A
IRIS VIRGINICA BLUE FLAG IRIS
PLUG
2.0'
I A
JUNCUS EFFUSUS VAR, PYLAEI OR SOLUTUS SOFT RUSH
PLUG
2.0'
A
LUDWIGIA $PP.
PRIMROSE WILLOW
PLUG
2.0'
A
PELTANDRA VfRGINICA
ARROW ARUM
PLUG
2.0'
A
PONTEDERIA CORDATA k PICKERELWEED
I PLUG
2.0'
A
SAGITTARIA LATIFOUA I DUCK POTATO
I PLUG
2.0'
I A
SAGJTTARIA LANCIFOLIA I BULLTONGUE
I PLUG
2.0'
A
SAURURUS CERNUUS
I UZARD'S TAIL
I PLUG
I 2.0'
A
SCHOENOPLECTUS TABERNAEMONTANI
I SOFT STEM BULRUSH
I PLUG
2.0'
A
SCHOENOPLECRJS AMERICANUS
I THREE -SQUARE BULRUSH
I PLUG
2.0'
A
-SCHOENOPLECTUS PUNGENS VAR. PUNGENSI
PLUG
2.0'
A
SCIRPU$ CYPERINUS
I WOOLGRASS
PLUG
2.0'
A
ZIZ.ANIOPSIS MILLI
I GIANT CLRGRASS
PLUG
2.0'
A
ASCLEPLAS INCARNATA
SWAMP MILKWEED
PLUG
2.0'
B
CARER TENERA
I QUILL SEDGE
PLUG
2.0'
B
CHELONE GLABRA
WHITE TURTLEHEAD
PLUG
2.0'
B
EUPATORIADELPHUS J]UBIUS
DWARF JOE PYE WEED
PLUG
2.0'
B
EUPATORIADELPHUS FISTULOSUS I
JOE PYE WEED
PLUG
2.0' I
B
EUPATORIADELPHUS MACULATUS
I SPOTTED TRUMPETWEED
PLUG
2.0' I
B
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
PLUG
2,0' I
B
HIBISCUS LAEVIS
HALBERDLEAF ROSEMALLOW I
PLUG
2.0, I
B
KOSTELETZKYA VLRGINICA I
SEASHORE MALLOW I
PLUG
2.0' I
B
LOBELIA CARDINALS I
CARDINAL FLOWER I
1 QT. POT I
2.0' I
B
LOBEUA ELONGATA I
LONGLEAF LOBELIA
PLUG
LOBELIA SIPHILTNCA
GREAT BLUE LOBELIA
PLUG
-RHYNCHOSPORA COLORATA
STARRUSH WHITETOP
PLUG
2.0' I
B
SACCHARUM BALDWINII
NARROW PLUME -GRASS
PLUG
2.0'
B
ZONE A IS FROM "' BELOW THE PERMANENT POOL
ZONE B IS FROM 0--6' ABOVE THE PERMANENT POOL
PLANT MATERIAL REQUIREMENTS
1. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
2. THE 5UPPLIER(S) OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE ORIGIN OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM USDA HARDINESS ZONE 8
3, SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO GOOD HORTICULTURE PRACTICES AND
GROWN IN A CLIMATE SIMILAR TO THE PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE, INSECT IVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF
OBJECTIONABLE DISFIGUREMENTS. TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND ABRASIONS. PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED.
4. ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE FORMED THROUGHOUT THE POTTING MEDIUM SO THE SHAPE WILL REMAIN AND THE MEDIUM WILL HOLD
TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD FOR NURSERY STOCK).
5. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. THE
CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE ENGINEER.
6. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN ALL PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS (CARE AND REPLACEMENT PERIOD) OR UNTIL FINAL
ACCEPTANCE, WHICHEVER IS THE SHORTEST.
PLANTING SPECIFICATIONS
1. BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE POND SHOULD BE 1.0' BELOW NORMAL POOL_
2. PLANT SPECIES FROM THE TABLE 1 (VEGETATED SHELF PLANT LIST) ARE TO BE PLANTED, BY HAND, WITHIN THE VEGETATED SHELF AS SHOWN ON THE PLAN. SPECIES ARE TO BE MIXED TO
PROVIDE A VARIETY OF PLANTS OVER THE AREA WITHIN THE SPECIFIED ZONE.
3. PLANT NO MORE THAN 10 PERCENT OF ANY SINGLE PLANT SPECIES.
4. PLANT CENTERS LISTED IN TABLE 1 ARE THE MAXIMUM ALLOWED. A MINIMUM OF 50 PLANTS PER 200 SQUARE FEET OF THE VEGETATED SHELF MUST BE PLANTED. THE MINIMUM TOTAL
NUMBER OF PLANTINGS PER SHELF IS AS FOLLOWS:
BASINBI SHELF AREA = 278S SQUARE FEET MINIMUM NUMBER OF PLANTINGS = 697
BASINB2 SHELFAREA = 3907 SQUARE FEET MINIMUM NUMBEROF PLANTINGS = 977
5. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-JUKE) OR LATE FALL (OCTOBER-NOVEMBER),
VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE SURVIVABILITY.
6. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER ASTO ENSURE THEIR SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75%OF THE HOLE, TAMPING,
AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL ASPECTS OF THIS PROCEDURE SHOULD
OCCUR IN THE SAME DAY. THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS.
7. THE CONTRACTOR.SHAU WATER ALL PLANTS, AS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE ENGINEER, DURING THE FIRST24 MONTHS (CARE AND REPLACEMENT PERIOD)
OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST.
S. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER: HERBACEOUS VEGETATION (IF WATERING IS
REQUIRED) - 1 GALLON.
9. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DESICCATION OF THE ROOT SYSTEM. PLANTS SHALL BE PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS.
PLANTS THAT CANNOT BE PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE
IRRIGATION AND ON•S$TE PROTECTION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT IN COLD STORAGE (38- - 42- F) AT 75 48 HOURS BEFORE PLANTING.
10. PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION. CONTAINER GROWN AND
CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE STEMS DURING
TRANSPORT TO THE PLANTING SITE OR DURING PLANTING.
11. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT THEY ARE NOT
POTBOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH WITHOUT FURTHER CONSTRICTION
OF THE ROOT BALL.
12. PLANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS FURNISHED BY THE CONTRACTOR, TOPSOIL SHALL HAVE A PH RANGE OF &0 TO7.0 PRIOR TO MIXING WITH
ORGANIC MATTER. IF THE PH IS NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE OR AN ALTERNATIVE SUPPLY OF TOPSOIL SHALL BE
SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL BE MIXED WITH ORGANIC
MATTER AS SPECIFIED.
CONTRACTOR INSPECTION
I. -THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLANTING TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING SPECIFICATIONS HAVE BEEN
MET TO THE FULLEST EXTENT POSSIBLE AND REPORT THE WRITTEN RESULTS TO THE OWNER.
2. IN AUGUST OR SEPTEMSER THE CONTRACTOR SHALL CONDUCT A SITE INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL TO DOCUMENT
REPLACEMENT NEEDS FOR INDIVIDUAL SPECIES.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON-SURV;VING PLANTS DURING THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN CONTRACT
DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST.
4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 15% OF THE ORIGINAL NUMBER OF PLANT STOCK.
5. IF NATURALLY RECOLONIZED NATIVE SPECIES OF EQUIVALENT WETLAND INDICATOR STATUS EQUAL OR EXCEED 80%SURVIVAL, REPLACEMENT STOCK WILL NOT BE REQUIRED.
6. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN INSPECTION BY THE OWNER CONFIRMS THATTHE PLANTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS,
SIDE SLOPE PLATING REQUIREMENTS
1. SIDE SLOPES SHALL BE PLANTED WITH CENTIPEDE GRASS AT A RATE OF 20 LB/ACRE OR SPRIGGED AT A RATE OF 33 BU/ACRE.
2-SEEDING SHALL BE COMPLETED BETWEEN MARCH AND JUNE. SPRIGGING CAN BE COMPLETED FROM MARCH THROUGH JULY WHERE WATER IS AVAILABLE FOR IRRIGATION
3. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 300 LB/ACRE OF 10-10-10 FERTILIZER AT INITIAL PLANTING ONLY.
4. PLANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER, OR BROADCAST BY HAND. FURROWS SHOULD BE 4-6 INCHES DEEP AND SPACED 2 FT APART. PLACE SPRIGS 2 FT
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL. BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP %-2 INCHES OF SOIL WITH A DISK SET STRAIGHT SO
THAT SPRIGS ARE NOR BROUGHT BACK TOWARDS THE SURFACE.
5. DO NOT MULCH CENTIPEDEGRASS
11:35:28 Pn n4-07-2011
I-D4'Or�A`'`aAC D1lgiby.
SEAL
033184
F4t I NtE�.=,�y�
.,, rW Maw
MACTEC ! RK&K JV
wx+m
�rar,
omoe rD cur
X' EEE I^.aa 1L$ Iw dEu
rxr cv:rw�
cew,r, rv-c�
a
� �
aU=
u
w
:<„
Q
m ~
)
O
^z
Lu Z
rnp
F
a
`Ucr
CL
m
0
w
z
to Z
z
cc
L
(
,
W
Z
Z Cn
m
�0<
z
SUM
o
W
U
c
F
z
w
; N
Z
LLo
o _j
o
LL
Q
W
i Z a
P �
S
CpRSa. C�ta. ,M.
...13592567
s " 75 0 IG-S
.,
L
Z f A I cl

•
�
�
_ _
-
_
::
y� k+� f
.
®:
mmmo�o
.
_
m�m�om�mo�o®m®�o
�.:
own
MEM
E
:..
mm
m
■■///■
12110
m
�m■■IME
El
m1m.IE■I
mollmommi
■■■
1
'
mm
—
MIN
Q
Q--Q
■■■■■■-
--
---MIMM
-
-
GNE■-■MIQQ
-iiEi■EE°
BMW
■i
Q■ne■.e
m
.
loll■■
mm
v
.■■MEAN
■■■�
m
mQ--GGQmmmm/■
■m[�!-GHQ-
--�Q�.i.NIN
.//■M=�■■:■.m■■■u-■mu■■■;■l■
lSEEM
' : : ;;
151��-®mom
:
■■:■
11111111mmmlilImlCCC
::Q
l■
�m.
�■
MENNEN
mmm.WMUMm
.W..�Omml_0__.
....__ml�.........nm...m■■mmm...
Esm■��mml-----�-mmmm/■/.m■�mml---..m....m-■■��■•�■■■■.m■ne■e■■■m■■■©��
� r
mmm��©mm...m©®©■■■■■m■■..vmlmmmmmmm■<mm■■■����///■.m■■lm■■■m■■mmmm-
..
lmm■m■mmmmlm----�-mom■■■■■m■■m----mmmm-mmmm■■■�m10>•�■■■■.m■■■e■e■■■m■■mmmi•
&`�'
•
:
�mm��m■1.�■mI.-©®©■■■■l■n/m--v-II■�■.>I■mm-■■��ll.v■■■■.m■■■.■■l■■m■■m�■�
•
_..:.
m■/■���-o-omo-■■nm■mluo.m-.m�-■■r.■[e■��■■■■�.■■■ote■■■mnm��
�®��'
-.
!�3-mml...-mmmtm■■■■//-/.�Ommr-vm..�.m■■■��®■■■■.ml■lll■■■■m■■m��
l�lif®ml
mm■m■��--mmmm-m
mIm-■■■/■n■A-ml-m[--..-.
m=.
m
■■■
����■
■■■.m
■■/®■l■
m■■
m�
�
m!m®llf�----.-©®©■■/■■n■v--�mml-..m.®m■/l■�����■■■■..■■nn■■■■n■■m��
n./�mmmmlmmmoo/l■■■■■■■■■u■■lno-..m.mo.//■��o��/■■/.m■■■lm■e■mt■m��
5
mrm®®�7moWVOm■■■/■■■■■110-n10-Ovmm/■■��v■■■■■■■■.■ll■■m■.■mn®��■m
,.,.
mm■m■mmm�m0...nm�7m■■■nn■mom-©�l■mm■■■���.////.m■■■el■el■mnm�■�
.•:
•
l�mmm®l��-mm�-mym■■■■■.■■.�.ml----..m.m.�m■■■���■■■■.m■■■m■l.m■■m��
.•
7mE®®!#-..vm-mmmlm■■■/■m■■ml.-ml]---...Q-m/■■�����■■■■.m■■■m■l■m■■m�IME
,. .
m����-mmlm-mmmv.■■■n//■m.......m.mid.-■■����■■■■..■■■e-a■.■mnm��
=
m�®®ll�R�,'�Ommf�..Cll®©■■■.■m■■.....ml�-..m.mm-■■���■■■■.m■■■m■■■mnmmm�
��mm■�mmmml-mlm..mmmm.-////■n■�.■�.ml-m..m.mvm■■■�llt�■■■■.m■ne■e■■■m■■®��
•••••'••WEEM
GQG:�QCCC::::�CQQmQ000Q:.-�:G::�C�G
'
GG
IN
-■�-
G::ii
:Cm.
.
m
G
G
:i---iQ::■—/i:i
m�■
E
■MlMlMl�:E:
...
®:
-:�:�E
MIN
�mm:-
--
:
Ell
INN
GEEE°::
�E:
E
MEEEEE
_
C�m1E�m■�mmmmlm-mmmlm■1mn.///■■■■■mmmmmmmmmmm-m.mm■■■��
■■■■.m■■■e■■■e■mu®��
MENESE
©im
®lfl
-
.-
.
loll■■
�-mmmm
--
.m�m-■
��
■■
loll■■
■■n■MEN'
ermm
m-�CMUMmm�--CCMINEIM
Q
-i-i�iQ--Gii
n
EWKEEMEM
0
��E.......m■�Q�
�eriKIME
MEME
mm
..
m-m
Ci::i�
ni
I m
.- .kI
QGQ--
�C�QQ-�.G©C
:
�GQQ�:.■......:�QQ��
n...m
�.
:2• ,-
m®m
■-i�-.
�i��QQ�Q-.■-IQI�--G::■■■.i©C---Q�QQQQ
..
.■.■
...
..Q:
-:
-:-:::::::GmQ�
::
m
���
�■��mlm��8:■:■■■NS!
:mmmm
�G::EEB===
BEM
m:::om::EEE
=
�
�MEM
•.
WHO
.m
:■
m■n■nE-EMME
-m��o
=:■
-■■lmm�
`
ioEn�Enmm
�
QEGE���■■e■■■e■■
ME
.
Vq
WIN
■■■■
m■
■i
■■■■■■
■
•- •
.o
/■eQ■����lGmGo�m
■lnn�-E��----iGG
nnnnno
©
�■■
amm
,

a/g/?Ott
E:\hvgip+\Hydir�ulics\CApD\PSH\rntbcl_b_hyd_psh_r_sunr2.dgn I�--II--�� F4 qys W
IV
m
u
a
Be
NOOSE
non
gal
333
0
BOB
11=11
oil
1��■�9���11�1■II�I�I�IA�■���
IL"mi'
O
,
m
Em0�
9��I��C.��C�N000CC�C�CC�
�C■�
omo�m��
M
milli
non
Non
MI.
MORN
Non
won
mosis
0
0
I
111
on
foolms
So
on
I
NMI
!in
on
I
moi
151111
on
u
H
emn���-ii�i�nm��mmwmmm�mm�mmo
m
IL
-
��
�Ing
89
Im
11MEN"991BI
INElmo
g9v�
e
ve��■m
11111m
Cimm1mCCli000IO��C�Q�C�
m
��
I
�go
�m�9BB�BBBB6a9��aI:�8�
o��:��e��oaeee�aaasee��dd�lm
o�mo�u�mounmom�wnm��
:.
111110��i9991I�i19IB�B�
a�mnm��owmon���nm��n�on��ov
oummnonm�o�no�nnon��uuo�vae�
o�mm
m���n�uo�nna�u���uo�ma�
omomommm�n���un�nw����uun�ms�
.
m
NONE
ON
aC�I��I
11SEEm
��
q�
all
in
��
C�
a
NEW
Him
o��ma�aann�m��no�nne�enme�o1
r
low
o�a��e9��9901Bfl19BBBB89�9
N
cli
Ul

F_\D�gig�\Hydraulics\CADD\PSH\mcbc I_b_hyd_psh_ r_sum 3.dg n
Freys > I a) i C7 i M
N
Lm
Ul
1�1�1�1�191��101�19��IAIA1��1�1�1�1
all
a
lei
Dan
a
�
1110111��
BOB
Iy
Big
1A1&119�1�
1�
mill
is
�CEC�CC��CCBC�CC�CCCC
III
1:
,mill
11111111
�•
�O
0��0�0000�0�00000��00�00���0��
��mn�m�������m�����o�mum��anu�nm
o�
INS
o�mnm��m�nmmomonunn��a�
o�m���w�nnnnonnnmomo�onnna�
Nil
1969969
g�B�1E�ONE
;BNEE8998B�0
uo�mn�n��un
�n
e■
■
����n�nn����
QO�iOomnmam
ciiiii
mnmumunn��G
milli
a
oil
@�.�G7�000CC�CC
C�CCCC:CCC»>LQQCCC���CCCCB��'�C�
aa��wm��un�nn�n�nn�mmu�mn��
oe�a�nnnnaun�nn�nna�wmanm��
111111111011112111
ii1lli111�m1
oME]
N
Rs
ONE
����e■ve:ae9�lE��l���ee��9�::
�
Cm
C�m�C:C9C�1111111
"
�C9C�000C.000CCCC��C9CCCA�:�•a112011
CCCC
oomoonmmmomnmwuenuen�e
n�oomno���umn�n�mnnmm�n�nnn�
o�m�mnnnn�mm�nm�un�m=unmm�
o���oeuuoii�iuisomuvsi�ui0sn�a
..
U-J,
N
CPJ
4�,

•
..
WRET
DROP NLI-7
OR TED DROP MET
®
mm�
mom®�ommm��ommmmo�o
oo
= _
-, i\
....KLET
=
-7.
_BOX
m®�C���........:.C■■.■.CC:{C:
III
. .
E®MR
s
s
sN
M
EMM
I:
::
:.
EE:E'
:-=��::::�a�=�:��1.1I.Eir..fissirAl
"C
EUMIMMIMM
��m.�����m�.�..
■■.■
.■n�..o�..�oa.■.■�����■mom■...■.m■■mm��
mmo
ss®
�
=
limas=:E-
=
MOREISIMIS"IME"I�NE:=:::�9If==:::MMEEISI-=
=
N"Uri:=ol::..mm-..
/
■a
■■■E::iC•o■1i.i�iiiNo-�:::■.�Q
Emm®�_®��WfA..
■■
.MINI..0_.....�0_......�_����_■�0_�.
SEEM
■_®■.m_m_W_
MMMEMMM
��®��mW�
.
��■■�.�..�........�.......■�����....�.■0■■®■/Wm��
.....
■.■■...............Q]].....■�����■�0..■■..■■m■■
W
m��
'
mmm.©C6
�::C
mmm
MEN
000
MINE
EMMIMI
EEEEEEE:=�=�BSEE@�-=8�E:5�Es::.
::
111111111
MINES
mom.���■/i.■.■��.....�.�.�.■.■r■■■�■■�■..o.�.....�m.■■■��o��on■■�.■■■■.■m/.mm�
o®_�:�.:�:"
:::::mm:
�C::�C:ISSION
C��GC�CC::��::::�■'
:::���CC
..........
..
.....�
..
':::IN
�......o...Q.o
IrEIIIIIIIIE111101:�E:::
�E��C:'
:E1
�.'.e'
:H'
:EE
. .
o�
111010110
MMIMERC:��=�=C
■����■.��mono
nnnnnnnninonomoo©om�rm000noom��■©omnnnn�no�[©o�nao�
d6 er IC'�9
cGso4
r
I
5

d/b/Z011
R \Design\Hydraulics\CADU\PSH\rnc Gc;l_b_hyd_ps l i_r_sum 5.0 in
P� Pys D i OJ C) C7
N
LIJ
4'z�,
�00000�0��000�
�O�
0�
CONNCCICCC�I�C�CCC�C�
a
11111
C�CCC�C�CCCL�C�C�CCC�C�CCCL�I�
Moll
0
MMEMMUM
0
0
0
on
MINEon
MUNIMMI
0
0
so
Now
0
0
soul
MMUME
1
0
0
111ME
SEE
In
N
WE
M
La
ME
0
0
MINI
NONNI
oil
mill
IIIIIIIN
ON
111111
11111111
CC1
11
IN
go
I- RC PIPV CULVERTS, CONTRACTOR DES*N
omm�m��m��mn�omo�mmoAe�ma
�eA�uu�amn
■�u�■000�u�
onm��
�nmm��■
ao
n�
TAIL L F. FOR PAY
110110�'00
�1■11�1�1��
soon
MEIN
Mimi
milli'
"Dip,
MUM Z1"wkVb]LJIr1[ff.1ffift—
.
11111111SEEM
INNIIIIIIIII,
limiiimiiiiimiiilmiiimoiiimiiil
NAVAL FACILITIES ENGINEERING COMMAND _ MIDATLAN TIC
d f7
NEW BASE ENTRY POINT
DRAJN)�C,E SUMMARY SHEET
rea
LA
ELM
W2

1)
Z
4
on
A
0
a.
L
_I
i
a
a
i
I I L I ­j
BEGIN PAVEMENT
BID OPTION (SEE VOLUME III)IMULTI-PURPOSE TRAIL 3
{SASE BID)POT STA6204-4095
I BASE ENTRY ROAD NB PGL
END ROADWAY PAVFAtENT
' ! BASE ,EWYT Y ROAD -(BID OPTIO)V) &
BEGIN ROADWAY-PAVEMENT
BASE ENTRY ROAD (BASE' BID)
STA 276+A0.00 p
TRAIL STA e764a
- - - _. - - - - � PT Sta. 619+05JT K)99 T
Y(- SPA 276
G�V " ` . u, l BEGIN GRADING & CONSTRUCTION N ti 53 00 LT
►k ; i BASE ENTRY ROAD (BASE BID) y
j STA 174+88.74 STA 276+G0.
a N TRAIL TRAIL STA
^ PC Sta. 616f12.72 PRC Sta.617+6494 10
1 j I STA 272+74.76
1
LT
BASE BID
d
a
BASE ENTRY ROAD t
seu I� Tear
POT STA 278+25.44: 415r LT
MULTI -PURPOSE TRAIL 3
' RAMP J kto
TRAIL
PT'STA 2110+9128 PC Sta.622+6555 O�
N 345717.70 E 249780765
IO END CONSTRUCTION
7 / RAMP J
r O
j STA q10`�912
- 3fiA Vf+2D8 STA 2110+20179
g
759 LT 16.00' RT O
I
I I
I
I
a O
STA 27715799
192' LT
ir
4 276+3367 r TA 278+5557 O
! / " I J a N 4 1M M66 T '- `� N� 16J0 LT W O
1 f N
4
BASE ENTRY ROAD
N
i
BASE ENTRY ROAD
STA 274+99B
5TA 271499.54
5L00' RT
CXmj 3 O
36J6' RT
TA 275+4727
g
STA 2724-50,00
5lB2 RT
/ N
i
4 38.92 RT
BEGIN CONSTRUCTION
_F
*e
s`
RAMP K STA 2200+00.00 BEGIN GUARDRAIL
BASE ENTRY ROAD STA 276+6551
/
POT STA 276+00.00: 37DO' RT 65JO' RT
`
'
RAMP K
STA 276+96J6
PC STA 2200+00.00
12.91' RT
PT Sta. 2202+1057 -
N 345778.27,E 249757575
STA 277+33.42
1 STA 2202136
STA 276400.00
9.70' RT
I ` 9.60' LT
60.36'HT
STA 277464,96
1 STA 275
STA 276+15.61
1429 RT 0 5458' RT
62.48' RT
j
MULTI -PURPOSE TRAIL 3 ROCRBP
RKWCRBP
PI Sto 624+5907
P1 Sto 2108+2373
Pl Sto 2201+0588
A = 22' 3r I25' (LT)
p = 22' Jr 125, (RT)
A = 14' 55' 532e (RT)
D = 5 53' 407'
D = 5 38' 217'
D = T• 05' 27B'
L = 38205'
L. = 399 34'
L. = 21057'
T = 19352'
T = 2022e
T = JO5Be
R = 972.W
R = 11016DO'
R = 9WDO'
BID OPTION (SEEI
VOLUME
I111)
STA 279+73.03 z + �®
48.46' L J O M`Y
MC
00 CS 59t :Oi l l-05'40
V LV
APER �ftssrq�
STA 279+46.46 v N 5 8�53 ice_
4793' LT STA 280+00-s�'�,hGIHtEi i
) t
N
36 N
MACTEC r RK&K JV
35.31 STA 2202+ , y
6DO' 0,
NOTE: SEE SHEETS CP113 THRU CP114 FOR WALLACE
CREEK ROAD RAMPS PLAN AND PROFILE
SEE SHEETS CP261 THRU CP265 FOR MULTI -PURPOSE TRAIL PROFILES
SEE SHEET XPI1O FOR BID OPTION
END ROADWAY PAVEMENT
30 BASE ENTRY ROAD (BID f'O�PTION) Cy
BEGIN -ROADWAY -PAVEMENT'
BASE ENTRY ROAD (BASE BID)! Pt=277+OOD0O-
STA 276+00-M E! = 12880
P1= 276+00.00
20 ...........-EL-=-8.49
VC 60
......................
10 ..........7. ............. k.............--
�
` _- - -`'`'__--------- r------------------ i------------------
BEGIN
GRADNG CC T BEGIN iN DITCH'
T
(------ ------ BASE -ENTRY ROAD (BaS-BID) -_
BASE ENTRY-ROAB BEG1N_DITCH.
�011
EX15T GRADE 0 PCL STA 274+88.74 STA 276+00.00 BASE ENTRY ROAD
5.85 ELEV11220 I fSTA 276195.00
MAX I I I MEDIAN DITCH I I ELEV 4. LT
BASE IBM
_P. IL.0_BASE ENT.RY_ROAD-
BASE ENTRY JROAO
MEDIAN DITCH
_ 15.4fY]
r41OJ636i. 7
END DITCH
BASE ENTRY F
STA 278+25A4
ELEV 5.00 LT
267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00
rl Z A C
-,l
"�
:rs
1u.CAP I.-
Aw
z
wok
a
LL
30
=
a
<z
m z
w
co
a
c
rL
«�
20
11
co z
J
0- W
<
W
F
W
G
10
z
W
w
2 0
;Uco
w
'
z
0
;E
'_
"cvZ
b
+p
�I
v'
J40
N
co
V
-10
xzZ.
f
s�wc,
:.5 t10TEE!
= wcci xe,
FI,37
125'
267=
1.1c, 162
cr 10,19
CP101
L
T
J

G
]I
a
1
r
i
s
_I
m IN
a'
i
I
L
J
F-
PC -2)&+2145
r
ssolge
TRAIL
WALLACE CREEK ROAD
PT Sic.626447M
A 4l+24.57
STA 210 59
AMP J
b T (
R!
��
POT STA 2100+Qo.00
U
-PURPOSE TRAIL 3
j N
34534077.E 249874249
RAMP J
/ STA 286+27J6
1K WALLACE CREEK ROAD
-,�4.67-'LT
N
PT t .2104-F .8
ca
SHOULDER BERM 6U7IER
F ~
O
b
STA 282+50.00 TO STA 287+33.44
W
m STA 282+45.96
BEGIN GUARDRAIL
END GUARDRAIL
STA 287+39.69
r
t GI AIL 5I.00 LT
2+5221 BEGIN GUARDRAIL
STA 26543959
BASE ENTRY ROAD 1920' LT
51-09 LT
d
O
a r
r 2�U+99J6 STA 282+5221
NB PGL STA 28b+33.4T
END GUARDRAIL
STA 287+39.69
a 57.00 LT
BASE ENTRY ROADr, , 21.00
LT 19.00'LT
51U? LT GT-1
^
0
STA 281+0026 tr
r-
a
W 0
21DO' LT N
�
N
~ N
Z +
J O
TA 280+3623
S 56 06' lO.O E
`�
CAT -I - a
TYPE 8-77
UN
L v
Ni BASE ENTRY ROAD
V
TYPE Fh350 1:E &-77
_5 7 APER
GII.AU 3"
'1425
STA
21.00' RT i,
BASE ENTRY ROAD STA 285+08.37
SB PGL 21.OV RT
� by
;.
TA 287+2719
19.00' RT
BEGIN GUARDRAIL
STA 285+15.57
STA 287-r27.16
STA 280+9990�
6.76'RT
52.67RT
00
1-5700
RT SHOULDER BERM GUTTER
57A 286+2716
END GUARDRAIL
to
a
STA 280+0020 1-0 -STA_ 287+33.44
54.66' RT
STA 257139.59
O
�
19.09 R7
nl
ry
R
r.F �F �F -_
�F N
N
-F
END GUARDRAIL
BEGIN GUARDRAIL
STA 287+39.68 I
STA 28615235
55.00' RT
4AD
y
n
14.01l
We ACE CREEKK
\
POT STA 36+1757
RAMP K
RAMP K
POT STA 2212+4116
!
N
RAMP K
NOTE: SEE SHEETS CPI13 THRU CP118 FOR WALLACE CREEK ROAD RAMPS PLa1V AND PROFILE i\1
SEE SHEETS CP261 THRU CF262 FOR MULTI -PURPOSE TRAIL PROFILES
1
P1 = 287+0020
EL = 52.49'
VC = 720'
k'-=-HAI
BASE !ENTRY --_ ----- i--------� ------ --
3:0300% P1=286 OO END DITCH
3B5�A - IEl - 43J00 BASE ENTRY ROAD
STAf 287+oom
�I N3 MEDIAN OTTCFi
8ASE ENTRY ROAD I`V NI BEGIN APPROACH SLAB E
20 -(+)3' -�' MEDIAN DITCH �M aIn a�W STA 287+33_43 1---
r1
�- - -
10 w N - -- I -- r C~ BEGIN DITCH H BASTE ENTRY ROAD
E
n; u�.___--- BASE -ENTRY -ROAD -. 5TA.286+00
280+00 281+00 2824-00 283+00 284+00 285+00 286+00 287+00
� J
-�c --------------- j
0 I
I ° MULTI -PURPOSE TRAIL 4- O I l a
i I r1 v RAMP M 4� I
II II MULTI -PURPOSE TRAIL a 0
II i BEGIN GUARDRAIL v $ RA1iP M `v
STA 288f9244 SHOULDER BERM GUTTER
STp 288+BOD2 c -2116*66397 p A 2924o0A0
51 ! III I - STA Z88�9 .46 STA 29216� q
5267' LT STA 288+92.44 54b7' LTEN
y
I I I 1 O I ALtAE £RE-€K- M!AD 57DV LT � ` F STA 29 +04.92L `g
I y 4 Ir POT STA 4049657 F F -G•E� �
II I I" RAMP M
I S STA 289- 672T r a
{ I4.01' Lr STA 292+54-91 O I I I POT STA.2414+64D7 N-�45319J 2498727 99 STA 290+04.06 STA 291+797 58DO LT STA 293+1091
7LO'LT
E "�lusa 510LT O+
21.00LT "I i
C �®
9T-00' L�8+8022 N I N
I I ! .TYPE B-77 I TYPE .1 -W 06' 10.9 E
cf! �
I rtm El I CA1-1 BASE ENTRY ROAD Lu C55329 PAl pl•11. Q7f (QS87
I 1 TA 289+86J9 J _Z GMT) .'`iHctl �
II STA,288+80D2 N at
I I ! RT J oE�ssfp ►'-s
�yi`• a
r �T I' uSTA 292+6127
BEGIN GUARDRAIL STA 289+92.46 ' F t`
Q i f STA 288480,02 T 5467RT
55-" 51.01D'RT Iki
00' R
END GUARDRAIL
# I ` LTA 29 00.STA�2�82-
BASE ENTRY ROPOT STA 288+It STA 288,192.46 JOO RT
WALLACE CREEK RD 526T RT F"- �F r 54.67' RT 1n
POT 54CE CREEK ROAD SHOULDER BERM GUTTER'
DTZ
i{{t WAL AD STA 288+8619 TO STA 292+00.00 grom�f/Uu
I i i i R TP LA 36+3457 -_-
I y T STA OO+Q9D0-� tit,4c7EC I Rl dV
i 1 I N 34 95 F 249846921
I I I I \ I 4 $ RAMP L
yN ' EQ 0 co tt�Wp uFr'
I0 .r
I �
if 1- c.F Ic- Aw
14 I -Cr {s q ?s saj� it
loll., m
y� SCALE t" I'm
RASE ENTRY ROAD
STA 243.82 1 0
ELEV 43B2j
MEDIAN-DITCHIt
I
MIN.VL'. f7'-5V4'1 \I 1-P!
SEE SHEET 111- El =
S -603
WALLACE CREEK _ END APPROACH SLAB
aD-� 5TA-288+8618-'r�
4ILL FACE I AT END BENT 2
STA 288+62D2
tLEV 4725
EXIST GRADE PGL �_----
BASE-"ENTRY-ROADI -C-STA-2 66+11.60-
WALLACE I CREEK RI � STA i 8*74,57
288+00 289+00 290+00
r
I PGL 0
60
4r s
50o
wZ
O
0.
�
ENTRY ROAD ` O `- >- <
Mp;Y
40
z
Z
I
a
0-W
- I
y-------------
W
Z
w W
�Z N
Q
0
30
, oAD a
�
w
to
Z
m
4
E
N
O=F
o �
_�
o
5-= T E
10
-LS
s arr
rloTr.o
c>«nEc* ws PI553
corvsq. caxro. ria.
0
291+00 292+00 293+00 294+00 ...... .Pi,2-592671
E.
I1,3 ¢r I0d9
CP102
p..nhK.tvi. c ..ux. l,L9
■
■
�7
"I

E
I
I
2'A
E
i
0
NOTE: SEE SHEETS CP115 THRU CP118 FOR WALLACE MULTI -PURPOSE TRAIL 4
CREEK ROAD RAMPS PLAN AND PROFILE Pl Sta 57tOB33 PI Sla 60+92B2
tx
SEE SHEETS CP262 THRU CP263 FOR MULTI PURPOSE TRAIL PROFILES A = 6"25' 297'tRTJ A = 19'58' 032r QT1 9Q
D W 5 465" = 8
504'13
SEE SHEET CG504 FOR SERVICE ROAD 82 14'
11526J L
` � F \ T � 3 T - 328.48'
p r PC SIC.56t52.20 MULTI -PURPOSE \ R = 14xA0' R 1,866.00' J,p
TRAIL 4 PORTABLE CONCRETE BARRIER \
+ `F
PRC Sla.57+ .33 STA 299+06.75,5912'LT \ xs 0 zs so O
TO STA 300+p0.0O,23'00 Lr CURB 8'XI2'STA 64t55.56 TO STA 65+15.47 11111=t � O�
b PT Sta, 64t1464 SCALE IN Fen
0 r
!r BEGIN GUARDRAIL \ \ ENO GUARDRAIL STA 303+4199,6700 LT
\ 7
BASE ENTRY ROAD BEGIN APPROACH SLAB f1t ti° 5TA 2405+5876.2000 RT \
$ \ \P17T
\ STA 2 5895 47�0 STA 64t$6.79 BASE ENTRY ROAD r
TUBULAR MARKERS - \
QQNN CENTERS \ \ RAMP M 800 LT STA 303+3561a. J
�- STA 2403+98SO {�36' LT STA 299, 5 \ END GUARDRAI& !
° 59.03' LT N \ \ PC STA 2400+OOJ00 w STA 303+41.99, l9.00` LT
N 344365.08.E 249963063
CAT-1 * \ \ STA 64+14.64 BEGIN BRlDGE7 DECK OVER BEARNEAD CREEK �`'
'BEGIN
v BEGIN GUARDRAIL m
RAMP M ST�A� 403+5�12
302t41.99,19.00 LT IO.00'LT BASE ENTRYIROAD STA 305+60.74
STA 2405+65.0
p0 16.00'RT h \ L ~F~Ss 243 74 STA 303+60.74;
�g
\ N F 19.00' LT
` .�-
lF/
\ \
1 1 I 4 1 +
o° ► 11 F: t F 1
_ 00
�r BASE ENTRY ROAD NB PGL 0 Q o 0 0 0 0 \ y
­jj Gi
0 ° °•0nop0 000\9aa 0 poo00p N ` (+')
iV N' STA 298+Q871. 1501TAPER \ \ \ \ V d 0 0 0 0 0 O' 0 0 p 0 n 0 0 o O O O 00 0 o O O O
f
C55ga5
PMa�-n^.9
:1-05'GP
0 0 0 0 O o'p
N 51.00'LT \ \ \ "� N ° '�
curl
Q
��.,`x'cu"r
5 5E? 06' 100' E 5TA 30I+rOb7 5Ta 302f(T 87 STA 303f29.4 TM 8-77
Ta 303f60.74
I � j
F
� 7'0� ss r' _
N BASE ENTRY ROAD 21.00�R 7LV R A35019.W RT TYPE &77.
!
.00 RT
5 -:
W
Lu
y�
853r °-
Lu P N Z
OO
Ox0p0
J N N111 O 0 p O �b
r4,:RtitYlNi.
O O O O O y \
v q BASE ENTRY ROAD n . 11 \Lh
\
ntr
BASE ENTRY ROAD SB PGL N vyH
GRM 350 \ END GUARDRAIL
STA 2313+50.14\ F / ST9 3Q3t4199
19.00' RT
TA 299+97.38 C� - STA\2319+12 35 N \ ; BEARHEAD
BEGIN APPROACH SLAB
Olt
\ � I
4/ 0 RAMP L _ SIOaT- ---� 23.45' RT BASE ENTRY ROAD
--- r \ CREEK
STA 303+3561
BEGIN G�IARDRAIL \ \
MACTE G If RKRK JV
N �< STA 302 +596 STA- 303+00.00 I STA 303+60.79 °
STA 2312+05.75 14.Q!' RT,
^�
6AC1 LT 6618' RT \ 67.00` RT
f GUARDRAIL
F- BENCHMARK MC03 \ BEGIN GUARDRAIL END to
N 344224J72 STA 303+41,99
tN \ STA 302+5457 1
W ? JpowAlrE CONCRETE BARRIER E 249968613 69.42 RT vy 67.00' RT
O STA 298+96.07, 4820' RT Z 11AO \
TUBULAR MARKERS •BA$E ENTRY ROAD � SHOULDER BERM GUTTER
o' TO STA 300f04B5,21.8O' RT
amK�n wR
AT AXON CENTERS POT STA 302+58.95:47.00Rj�" STA 303t00 TO STA 303+3550
+
.i5� re ° " ear `"' °"'P
STA 299f2738.470CY RT
O -"' TO STA 303+06.33.18.70' RT RAMP L \ \
O PT STA 2314+67.54 •
wxrx wx"+71
�
N 344�87.06; E 249977621
1� Ewa"
i`
11,
La1,
PI = 300 02tp0w
y
9
^
I
_
EL = 1799'
PI = 306+50D0g
_
o
30
-`--- -- - _ _
PGL a BASE ENTRY ROAD
VC = 300'
EL = 2024'
30
-
Z
.5y
J'
-
BEGIN APPROACH SLAB
STA 303f35.51
K = 600
Y
EL
=,
BASE ENTRY ROAD
_
{- _ I-
- `� `_
x _-__
" cc
"c�
I 1- _ i r+
I I
- i i
20
--- -----
-----------
t-1031567
MEDIAN DIICf��-_
--------------;
-- -^-�
r-"
_
21j'
�f=r224CYj
-
- --
rl-I�_ �! -- --- -�%
20
z
w
E, IST GRADE
E
a PGL
--__-__lf1030O0% ft1p
-- i---- '
W
Q
10
_BEGlN_D1TCN
BASE ENTRY
ROAD
ENp DITCH
BASE ENTRY ROAD
812
�I�
nI4
---' ------
f+10303O%
END DITCH
10
L
3 It
z
p Q
0 m
_
`s
N `�
STA 294.+97,00
17.52
RT
STA 295+16.00
ELEV 17.46 RT
BASE ENTRY ROAD
`----
- -``--
ILI
w
0
ELEV
4�W BEGIN
BASE ENTRY
STA 300+1500ORDINARY
ELEV
DITCH
ROAD
+
12.61 LTti
STA 1302+25.D0
ELEV 1325 LT
ND'D1TCH
BASE! E'NTRY ROAD
STA 303+00. 0
---
-,_,�_
- ---------
_----
WATER
-
- - �- -'-'-
NIGH
ELEVATION f3.00
0
z
LL
W T
m
a
w
`^
m
_ _
-- ~
T
��A
Q
I
r =3i72
ELEV
_
-10
I
jEa
(
_10
a
BEGIN BRIDGE DECK OVER BEARHEAD CREEK
t
stuF,
ss ra�TEa
BY:
I STA 30-1160.74 f
i
-20
I
I
ELEV 18.79
420
tyrsl".tn,..r..
294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305 +00 306+00 307+00 308+00
`"1_ 9' y 2675
A
Ifi4 a 1049
CP103

I
1)
z
ti
r_
i
3
a
o`
r, c
l IL
.' BEGIN GUARDRAIL CURB 8712' STA 71+05.90 1
309+80.85.68.08' LT TO STA 7t+94.47 STA 312+12J9 I
TRAIL S MULTI -PURPOSE 21A0' LT �1 ! END
DO' TUBULAR
MARKERS
ERS
POT Sta l 1+4723 /, Q PRC Sta. 1004-8940 END GUARDRAIL STA 313+4u0.02.21J7' LT
o STA 309+706t STA 3t2+70.43
ti PT Ste. T3+28.. tn
67ZV LT 2 79.7r LT
ON 309+62J1 PAC Sto.72+79B4
STa 6700 LT r bro.72+27A �PC Sto, tp0+p000 STa 3t3ft8Ji �F� E7T1�{IRPO
308 5S 1 PT Sta.103.1 „E END GUARDRAIL L�
3(IB3' LT STA 309+62Ji� sr A 3l0 -68.20
© I4.0r LT 5FA 313157.77 - S
O , , l9.00 TrFE &n cww 3' 75.00 LT BASE
+ I 941 i/
T
BASE ENTRY ROAD
POT STA 319+22J7.47DO LT
RAMP 0
PT STA r707+5372
N 343437.50, E Z501211J7
*E TRAIL 4 F a F.
56' 06' (0.0' E
'u7OV Gnnn ua PI_e n}
TAPER STA 312+70.6!
+-
Ch
io
+
A
!
I
+ STA 311+04.99 Tl00 LT
P
1
oovo
0
0
�9o�s000 76 T
`O BEGIN GUARDRILTYPEv
S 56' 06' 10.0' E
j6.
;n
STA •J 09180 6
TYPE a-n GT-r END GUARDRAIL
BASE ENTRY ROAD
Z
BEGIN GUARDRAJ STA 310+87J1
-► �c�
I
_
/ N�
STA 309ly
+8086 21.0f1 RT
c
u
900
y
w
V
~
STA 309+52JI '
80 "' NO APPROACH SLAB S 56 06' 10.0, E
11833'RT 3
;n� BASE ENTRY RO
PC Sta. t05+t057
L'BRIDGE
STA 309187
DECK OVER
TA
v BEA'RHEAD CREEK
�53.09 RT Sto. 107+96.74
BASE ENTRY 1, 1
BASE ENTRY ROAD
c. BASE ENTRY ROAD
POT
STA 316+1099. 474a RT PC
STA 309+62Jr
/
RAMP G
STA 309+62JI
BASE ENTRY ROAD SB Pi
PC STA 1100+OOM
67.00'RT
PRC Sta.107+07.62 MULTI -PURPOSE TRA
N
343533.02,E 2500900.45
BEGIN GUARDRAIL
STA J0948036
I
67.09 RT
END GUARDRAIL
STA 310-t55.86. 67.00' RT
1
SHOULDER BERM GUTTER
STA 309+8724 TO STA 3101'55B6
S
1
P SERVICE GOAD 82
1
1
y
F
V
;5 Q 2! SO / / =1�11�I-.
SCALE IH FEET I l 1
PC Sta. 80+50J0 STA 321+.6T
STA 319+10.45 4e STA T05+44
75.00' LT 6
o'P�
RAMP 0� 300 TAPER r 00 1
J ! RAMP dd + ac
C
~ NWh
V7
LJJ X®
150'TAPER� y Z
MAYFAC
�1 J
STA 3I9+5T 69 U
0559,u au oa.l $L-01 i r45w
7:::��51.DD RTTI�.`r.l.aq,,,�
1
853 F
P S ti'lC I µE:
\lW�h
STA r1O2+36IJ7 4 �C ��i�%nTz
9 62 LT PT Sta. 116�24 ��II
F \ MACTEC1RK&KJV
NOTE. SEE SHEETS CP125 THRU CP133 FOR HOLCOMB
BOULEVARD RAMPS PLAN AND PROFILE
SEE SHEETS CP262 rHRU CPE65 FOR MULTI -PURPOSE TRAIL PROFILES
SEE SHEETS C6507 AND CG510 FOR SERVICE ROAD B2
]
MULTI -PURPOSE TRAIL 4
MULTI -PURPOSE TRAIL 5
Pt Sto 72+53M
PI Sto 73+0476
P(Sto 64475$6
Pt Sto (00+4793
PI Sra 103t87.74 P1 Sto 107+,
_
Q = 27 30' 39b'
(LT) 6 = 30' 57' 03B (RTJ
ZS. = 93' 34' 37.i' (LT)
& = 5r 13' 15Z' (RT ) A = 14r 13' 15V (LT 1 A = 14r 03'
D = 5Z 05' 13Sa
D = 633943.r
D = If e 260
D = 57' (7' 44.8'
D = 54 34' 027 D = 7r 37'
3 L = 528Z
L = 46.60
L = 55329'
L 89.40'
L = 258,80' L 19695'
_ - - T = 2693'
r = 24.9Z
T = 425.79'
T 4793'
T = 298.34' T 2262E
R = 1l01)0•
R = 90DO'
R = 400.00'
R = IOOAO'
R = 105j09 R = 60lW
1 40
30 FL = }llg9 I PGL C BASE ENTRY ROAD BASE ENTRY ROAD
EL =-200 BEGIN DTQH ___-ST.A_316.t1ID0
BASE'ENTRY ROAD ELEV 17.26 RT
K = 105 STA I314+00.00 i I I
ELEV 18,00 RT
20 _ __ I __ __ �-- ------------------------�-- --
I I (-1OS000y I r+)r.4oaDz [ - 1 _ -- - -- �fJ-."- _ _� t-- --- �- __....�--- -- `- -=�- - --- ^- `---'r---_.-----
't12'.�D�X__ � ----- -- J - ('111040% I- (+107442/, i
-`-^---_ I 1-1O3L�og3 I j I EXIST GRADE V PGL
10 ,-- BEGIN -DITCH - ------ _ __ __--- - :~
_BASE -ENTRY ROAD
STA 310+00.00� ; , `I'
ELEV 1 I ,it h,V END DfTCH
j
NN a r1i V
MDI a BASE ENTRY
MEDIAN DITCH `�l'I I u , � � STA 315+25.00
0 END-AP-RROAC1i SLAB n u a-'W �T a EL'EV-ELEV-LT L
DITCH
BRIDGE DECK OVER BEARHEAD CREEK BASE ENTRRY ROAD W
STA 309+62J1 f I STA 3141,00.00 BY:
i ELEV 12.00 LT
LOB
0 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00
PI Sta 107+55.38
(LT) p = 51'03'30e1RTt
D = 57' IT 44e
L = 89JY
T = 47.75'
R = 100.00'
`�` gE1tl
\C
ms IC Ica. G7.a hw 4k.P
1 w.c i
P1= 301+00.00
EL = 3199'
VC = 250'
K=109
-
i----r�+J
(+)
_------- f+)1.-----
1:52
1.1.�..,_.._:..::;�-:
F--
BEGIN DITCH
BASE ENTRY ROAD
'��,STAt320403:46`-§
i' ELEV 21.45 RT
$$
M,A
M I�
Ln �
dim �N
Q, W
u_II it II
3194-00 320+00
321 + 00
r_
Li
ao
Wz
o
a
a
30
r�
aw
a
a
--------
z
ti
Z cWl)
20
m
z
- 0 a
C) m
CE
eu
U)
7w g
u
_
z
s
A
10
Lu
_t
N
N i^Z
w
W
a
H
=F
o 1
z }
rT
0
u =
s•�E: �5 NOUD
EnNICE u)� PI' 63
�5..cLxiF.�h.
322
+ 00
1?°-9?676
�Ecl A e+ lOa9
CP1D4
.e
J

I 1) -7 A C
i
i
�7
I
l
-1
O
I�
A
i
c
s
0
I L
J
T I
J
GIN- OATH SLAB
BASE ENTRY ROAD NB PGL
STA 327t186!
END GUARDRAIL
STA 327+26.90
1900 LT
4' UNDERDRAIN
INV 52.00 N
TA 333+22.73 BEGIN GUARDRAIL���'"
-ScAu IN ,E�� 94
END GUARDRAIL
BEGIN N8 BRIDGE DECK BASE ENTRY ROAD
OVER HOLCDMB BLVD
55 L l825 LT STA 45495
d>�,
RAMP N ll� ST7q- cgs . Na PGL POC SiA 328t46T4 - -- -
Tr :%55Ofi` n` �,; y \ \ •k• )aASE- ENTRY, ROAD, -�y�BOU ARD RAMP T
5T S1a.1805+1033 ���14STA 2b� `� \ ` \ \ SYA 327+ 2 5 \ &POT-STA D33'r87L! �ItirQ ABRIDGE DECK
`��. �NO1CdAlB BLVD AND v 1 1
F# N + ::/ +` \ \r ! RAILRO ENTRY AD
s DER BEI# ' GUr TF�R, '!� .• �\ �\ S. i
AMP 0 `cam .,` \ n� TA 3' 0b9 END APPROACH SC
n STA 32jfODAO TO ST\A7f / ,: ,,• 3 �� \ SASE Elr?Rr ROB ` sky ARIL BASE ENTRY ROAD N8 PGL a
Q \ ^ �� , \4 _ , BASE ENT RY -STA 333+5399 STA 335 +8132
SHOULDER ffGW-GFIARDRA! ;�j' \ POC STA 328+6765 �. 4�3 t1042 SHOULDER BERM GUTTER
BERM GUTTER ` STA 326+64- , \ 'HOLCOMB BOULEVARD S NB PGL '� *,55. T. STA 333 t60.08 TO STA 334 2140' LT
\ c 5TA 334+40 8 R $ STA323+00.00 TO. �?. l9A0 LT / � �� �� \ " ; I STA l033+4757'� +
r ' STA 325+50 SiA 326+5 / o- - \ _ 35r LT "� N
�' -- `'. STA 334+ 1 STA 334f77.70
BEGIN GUARDRAIL z m _
21.00 LT ��_ �7 1 4' UNDE x .5
STA 322+99.42 1 S .00 LT p
w . � • � \\ \ \ \ n - �� � 72T LT TA 322+93J7 57p0 LT �' �" n w ~ c 7� Tree U-7 O
--4 51DO' LT t868 , b " \ r r �1NV 22J5 W, b +
n T- 57.00' Liz \CAT-: e-
Tvi� 647\ \ \ ti - / E ®®
. � F Aso TM� n a \ \ _ 4SE ENTRY ROAD ` a' �v .� M -
Z A 5 f0.0' E
//// rr, , `
ii'1 rn 6 f �7 - 4IL� h�ry, p�\-`c'. ` 7_1 }Q
y. +r %�� y� ^Tr- _ ` L 1� `~ ;SLA, 3 9' 54 8l �
a . ► ` /' S a.1326+2032 \ 1 \ 1� r ...t n ql ? rr�T) nk..k.
w STA 325425J9/, / ,' y \ ,� \• \ ;� ,yo :rc ,BASF pENTRf ROAD? .xPGL? = ` y ^� , IAiY'RT��„ � _ � ,.rryy
;:i' e= - _' �► _ oiis'.
SETA 325+3644 : �i
+ �� /� l ! / i ' STA /308+9989 BEGIN 58 ,3RISG61 Kp \�� t/END SB BRIDGE DECK OV - �`; h i es s3 �-
Q 'i / >; w BEGIN UARDRAIL OVER. O'BL T' BLVD AND RAILROAD BASE ENT - \ TgvER 'h�k FN 1
p _�A55 H>TR�ROAD /. y�• / / STA 26+73.30 1000 LT �(\ \ O \ STA 333486D4 <. '%
�7 / 1'i• • / / 1323' RT 5TA 326+85.35 BA ENTRY RC1}V]\\ \ \
5l.OD RT ffJ9327+f.92 \\ \ i��W HOLC0A18 BOULEVARD BEGIN GUARDRAIL <�'�F _ MC;h s.►*,o - -
/�, ENDUARDR 41L NB PGL STA 3339826 O ;� ti
4, y(;, �/ STA 327+51.00
RT/
NTRY ROAD \. \ \ HOLCOMB BOULEVARD 00 RT fr, ��
.� �$ >�DTZ
' I9• RT POC STA 3 $+ 5,00.4TA0 RT i a END APPROACH SLAB b Rl M `+ . �`�
RAMP P BASE ENTRY ROAD 58 PGL
5 STA 1310+5622 1 `3 \ \ STA 334-F09.6! Q
BEGIN APPRO H SLAB N 3g2g�,81.E 310f 5622 r \ \ c�i�om
BASE ENTRY ROAD SB PGL 4
STA 3 7+58D9 BASE ENTRY ROAD \ HWBERCP MACTEC ! RK&K JV
SB AIGL POC STA 328+88.94 I \ P! Sra 337+02,75 BEGIN GUARDRAIL
HOLCOMB BOULEVARD 0 = 33' 27' 07A" (RT) END GUARDRAIL STA 334+57.88-
/ POT STA 1033+1628 D - r 35' 29.6' STA 334f4853 65.OQ' RT
L W 2.101.85, 19.09 RT
NOTE: SEE SHEETS CP125 THRU CP133 FOR HOLCOMB R s 3
BOULEVARD RAMPS PLAN AND PROFILE SHOULDER BERM GUTTER
STA 334+54 TO STAJ39+50
BEGIN PASS CATCH BEGIN P1= 331+50D0 its TC 0. CAP Ic_ AW
SE TRANS THRU 07 POINT FULL SE EL = 7OB4'
PC
--,
-8-0 32%-• •-- - -- -- -- X�1 LEFT OUTSIDE EDGE OF TRAVELWAY 80 ,,"W.,
I`"�-BAS£ £NTRY'ROAD-PGL °°"""
7 I NC r-25/.1 fl ) I ' I E I I I 1 ( I f RIGHT OUTSIDE EDGE OF TRAVELWAY
-3.2%'I I
70 324+5296 325+4359 326+20.42 326+5959 1 Op0% , r- q BEGIN DR;CH I i 70 9 0
326+34.41 BASE ENTRY -ROAD-'-
STA 335+0000 I I
END DITCH I I I I ELEV 5K9
13ASE ENTRY ROAD p I I I I MEDIAN DITCH = H LLo
60 STA 1327+00.00. I l I 1 k �T 60 o m Z a
r I "Lu
PGL D BASE EN7 RY RO ELEV 50.91 aI I I I C1] e
MEDIAN DITCH � •
_ _ I - =
- -----
z
` 3S7 t p `. � �
_ - END-AP.P-ROACH-SLAB: - 50 a
f i --` +n z SB PGL STA 334+09b! z�- Ltl
I^ ^^ a HOLCOMB i u� ¢ d Q
BEGIN APPROACH SLAB � 4 $
_ 5B PGL STA 327+5809 - W 80ULEVARD ti NP 1 Oe " END BRIDGE DECK OVER R z Z
CC
40 I I i'�'�,-, _e� T� 'c�7_ �7 HOLCOMB_SOf1lEl!ARD 40 cs O r
- ^�'~ ! BEGIN -BRIDGE DECK OVER HOLCOMB-BOULEVARD 3,-o BASE ENTRY-ROAD-SB-PGt STA 328+8894- �c7
= T+j325` 15B PGL STA 327+81.92 z ' W HOLCOMB BLVD STA 1033+1628 ;� y SB1 PGL STA 333+86A4 „wn w 3
I / 1 vT vl v7 ° o ELEV 59.44 w ev W eZ
ELEV 5693 I I ] Z
LLI
30-- - - - ---------- -- -- ,--------,------- k------ - 1_ ----- -� _ ----- - -_ _ _i _ UW_�_4 30
( 5�Z05% I 1` � �s i� a s� a�' '+`� �' - --- ------ --------'------ u a
-------- --- SEXIST GRADE c PGL } T �- L 11920gX k - -, �' _ -� k� _.- -
BEGIN DITCH ' 1- l+10.4923% z
Q I BEGIN) DITCH a
20 MAY BASE ENTvir ROAD � BASE-BASEZ0 = z
c�- END-DJTEH END -DITCH k
a'o *I� BASE ENTRY ROAD STA 329+85.00 BASE ENTRY ROAD STA 335+25.00
N'k NI STA 3234-00A0 ELEV 2780 LT STA 351+63OD ELEV 25.40 RT sca[. 65 NQTE6
N"' u i 11 ELEV -500 RT ELEV 24.40 LT "°x" N0i PISEa
322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 12592677
acF: i5- to 1049
CP105
z ,,

a
n
rd
z
A
c
F — --F
STA 340+4972
SIDO' Lr
RAMP T
N 26 49 l3.r W
STA 339+09. 9
} STA 338f51B4 5ID0' LT
END GUARDRAIL 835' 1 ?
SrA 338f02Z4 GAAU 3SO
BASE ENTRY ROAD 57.00' T -
BASE ENTRY
4"
sv �'
rn
N NA. ...► CAT-1 -4
W END6RArt -7-
+art — _ — _= ---/--
0_ — MOUCDER BERM- R - . - STA-33DOT
3TR`_- -
�'STA-334tb4.06 -f - A- 3A 337t8721 - f - - 5-1lr T - E
Q
�T!'N}—
�•J•J 1 �J f TJ ! ! Y� I �f� f r'Y� I �`i- I ! '1� / Y� H
7-;L-4 "I
r v.11�11=macIt-4fit-
EXISTING C
PAVEMENT,,
�HWBERCP` ITYP.J°�
PI Sto 337+29JO
p = 34' I3' !02' rRT`,
0 = r 35' 29,6
L = IJ5o.1 7'
!
so
70
3
—60
40—
c
�
30
20
-A
0
a
10
a
3
a
G
^
V
336 + 00
R
� � v
\tea
ENTRY
Z--
F` BASE ENTRY ROAD Neill I I I I j
i\ • POC STA 345+23.49. 47,00' LT
I � � STA 1504+0253 �� �� � "
^- i RAM T �.- ��
1 LT PC STA 6500+00DO �~-
s 40
S At+c�a'22�
T +'il _F_� N 34160j!T EE 250304OD5 ; ,�.. PINEY 1 SRS
A 1157 LT = GRE ;:RQAO STA 346t91b4
p7v �' 1p0� -
BE E TRr srar�c _7. GREEN RO
_PGL 51.00 LT -STA 34712277,
R x 500 TAPER , DO LT-``'�'^`'•t "�;,
r5O-TAPE I` N w PT Sto. 347+227r 1 F O
�+
OAD Ti
TA 391+12.65- 300 TAPER
V
5r00 Rr' STA 1911,t23.39 ST 343+682 ` .. y.. Z
.
titer A �t 6.00 LTA 53.00 i -� -- - ----- --- -- -- -
---------------------- 57� 347f�2:77'.v
-i-------•--------------------~--�-------5r:0o-RT_-- as�ENTRr ROAD �KAYFAC
1 -BASE-eNTRY_ROAD -�- AD X
T4r� 227�- 4�
— ��.. G• -
-t.- � _POCsST A 392+4b55� .47�00' RT- - - — - - - - F55 - - - _ . _ - - (.1 06:0631 PM 04•l 1-�011
r = LT RAMP) S - T - - - " - -
L v� _ ---- — ---- T------ -STA-346+MSr—T--
_-
_ �'-T.-_ -+ j� - �" c�a �F _;N=41fJ0950.fFr2502B27A3_ T= - - Fo - - - - 5t0R R�=� _ _ _ r Fo i — — 3iA S 349f48 _
- Jp -T F0- ; 51 R 4'7'r'� -T Fo- - - - - - - - - - - - T FO- -MADNQT SElVICE-ROAD-T FO J - - - -21DO RT
U1 _,GRADING { Wit— - �- - - _ N -T _ --- - - —- - �_ —�--- -
NSTRUCTION I f
30 R HADNOT- SERVICE ROAD
Rt}?ICE ROAD END GRADING - •-- - - _ ��..._ =s..._ ._., - __°�I - " _-__-_-_-
?T'4000+00.00--k--k— & CONSTRUCTION SRHSRCP v -
PC 5t 4001+5rJ3 I PlSta_4001+6232-- - �J� - `-���-
E z5028654 82 x I POT 4o7 +SERVrCE'-ROAD
p = !2' 5O' 441' ILTI
r i !2+ R L'N 341692.46 L = 22.40 44B \ r MACTEC I RK&K JV
DEPRESS CURB PT Sta. 40Ol+7355
STA 4001+7490 E Z502708.22 T = 1126' NOTE: SEE SHEETS CP125 THRU CPI33 FORS HOLC0�I8 BOULEVARD RAMPS PLAN AND PROFILES
DRIVEWAY ! R = 100,00' SEE SHEET CP504 FOR DRIVEWAY DETAIL= I p
rm rn.mv ure
CATCH
POINT
END PASS END 80
FULL SE ! PT TH14U 07 SE TRAArS
LEFT OUTSIDE £DG& OF TRAV.ELWAY .-- ' 327
=E vrc a• cw r.. »uP
BASE ENTRY ROAD PGL I I I I I I I I I I i -. , ! OY...y
—RIGHTOUTSIDE-EDGE DF TRAVELWAY I -
�:-; NC"f -25%I 70
32f. = s3
/fCE ROAD I 346t84JOf 347+22.77 348 00.10 3480.73 v j
ff MATCH EXISTING CRADE I I 3471 +09.48 60
EEGIN_GRADE 4fl�
SERVICE iROAD STA 4000+00.00
jJ EL 30�68
�+3
II ---r x
EXIST GRADIE- 0 PGL
PGL V
BASE ENTRY ROAD
STA 338+50.90
ELEV 27.00 RT
i+j
i1u
4
i:i
337+00 338+00
339+00
1
- - EXIST G RAOE �o
340 + 00
q
r ;X350W,
P! = 34240ODC
Et =-28B4=
BEGIN DITCH J
BASE
ENTRY ROAD
5TA
3Q2f46:54-`
4 �
ILEV 26.671 RT
f - i t75007
341+00
342+00
HADNOTi SERVICE
a STA 4001+ 74.90
^�d
EL 30.15 5
343 + 00
Z
r-�
----'-----------------=------
z i rtj 647987 I
4 41 I k
344 + 00 345 + 00 346 + 00
N o
G
50 o Lu
z p
Qa w
=� mj z
PGL-0-BASE-ENT-RY ROAD-- 40 v Go I- J
(( 0 0.
W cr
G7
W o
r 1 1 __ __ 30 to;3 p W
E us
51` 20 Z C
F =� o
MAY 0 2011 YE 10 =z
T s
sc.:c• s �CS NOTEO
BY
I I i 3 0 ccrvsr¢cm;s, n1.
347+00 348+00 349+00 350+ 00 :rPi259267E
s+[c: 167 v 1049
CP106
f:1

I
z
r-
O ,
M
1 � lllllll�
sAwcur�—PINEY_ GREEN ROAD
— — — - RUC77ON r+` BASE ENTRY ROAD STA 357+59b3-
�Y-- -END G MICHAEL ROAD STA 4500+916.96-
--` BASE ENTRY ROAD (RASE BID) Cr \ r 2,S
r , MATCH SNEADS FERRY ROAD IIIIWjlEww FEET J
ti STA 351-148.97 (SEE PROJECTS P12M G• P1265) 4 !6Y OTHERS)
\�
G STA 351t4929 I
G ,,' 21.00 LT PC STA 354+9901 STA 354t9929 � - \\'
51.00 LT - —� B:kS£-ENfR4 -i(Q4� h�34069B6BF�2d�337�47 44M LT I —--------
+ - - -
p ° f BASE ENTRY ROAD I STA.354t98.99 I I - -----
M to Ni f I 14A0 LT , f _ _ _----- - ---
,
S 22' 39'I)29' E-fir a — r
uj
Y —
—
z� I I BASE ENTRY ROAD
= v r J r57- _ —'_� T -o BASS ENTRY -ROAD SB. P.GL--- — v_ - — — -C —�� - \
v =� F-,_' F - —_ :�F�—, Fa— Mir �—=H�DNOT� `�
TFD— — �� ,�s�= i =��\ •, / 1 55
Ofi.D043 PM 04-t 1201 7
tlQGG.7
�— SAWC(1T_ 43'313'
_ ,
STA 4015 t47 T SERVICE ROAD PT Sta.364+24.36 _=s 4�S3/ ,•`-
fL ,81=
--_ MICHAEL ROAD C STA 4502+38A9
035e53
-�`�� '1� rn =p` fiWBERCP
f MICHAEL
ROAD P1 Slo 3594-6227 y.., er 5-t��E`;••'•
i STA 354t9929 l c-i 1 1 p = T 04 09.0' ILTI
A II t 40.00 RT STA 354f9899 % p =', ` D = 0145' 502
i7 IO.O() RT g �ry`y 1 L = 92525'
HADNOT SERVICE ROAD T = 46-00DO' /
OBLITERATE EXISTING PAVEMENT (TYPJ 10�
MACTEC ! RKSK N
END IGRADING &
-BASE -ENTRY-ROA
MATCH SNEAD,
CS P1264 & P1265) 1
PC STA 354+99.01
---A-=-34.396 - -
PI < 354+00-60
EL=34.84'j
Vc = 150'
K-159
I I I (+105000;l
----- ---------- =====1f10.66331.
V PGL
BASE ENTRY ROAD
STA 351+00,00
ELEV 27M I RT
oln
4!4
---
(t105300%
l
BASE ENTRY ROAD E STA
PGL BASE MICHAELIROAD f STA 4502
DITCH
EMT1
354t9
33.61
350 f00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00
1111
II
MAY
0 2011
B'
1 I
362+00
.— e++.a
�
e_J
60
W g
z
c
x
O
0
J
50
0°z
o
❑
az
wpq
CL
a-
r
O
m �,
Cl�
40
a
s�
z
m z
d
w
d W
30
w
LU
D
lo
w
W
F-
5
c
> H
N
s*i z
20
'_
Lt,
w
c
I
fl1
c J
�
m
10
7 Z F.
Y T
�
¢
x.w
AS MO;EP
Ear.,.hci wo, FpE3
�i2u9°G79
G= a 1449
CP107
4
•J

I
I
I
I
1
a
I�
l
[L
POT STA 3fi+1T57
RAMP K - fl' /
WALLACE CREEK ROAD STA 35-t40.56
POT STA 2212+4IJ6 a
�� �f STA 34f07M'0 -a"'- ` N 344919.94 E.24 45973 c�`O
ST 32+3754 � � � STA 35+38b7
i Y _aim_ `- - , _ -` y 46.42'LT 1 R P K / >,
- 42A_6�1rT STA 33+B239 �TA 35+38B2
f jO
_TAPER a STA 435•E1408
T 57-A 3Of07.69 F/ / Zna _�-- Q- _ —`ALLACE. REEK RO
i A.L �4CF CREEK. ;_ _� •i _� 64.48LT POT 5T 36+34.57
42.06' LT RAM�4934,05
BEGIN ROADWAY CONSTRUCTION i -�! r �- f r P POTA 2300.00
WALLACE CREEK ROAD i `n'��� --- Y—`---~` q�� - :�� ` N 3 ET49846921
+ i STA 30+07.69
n \
i N 344345.15 C
E 2498369_38
STA 31+93.05-
r 37.46' RT STA 34+64A6 ` ----
STA 34+82.20
43.00'RT
...._L1. 1.1 .l -{.• / s..•
-l--STA 30107.50 , 116'R 10
22OC) RT EXIST CW ��► ��
�! i�-��� EXISTING MULTI -PURPOSE,, �� MULTI -PURPOSE TRAILi
_ __—rs TRAIL
d °
y -r'', , t i• , ' 1 '1 STA 36 566.57
��-� 11 i 1 h 1, EXISTING SROUL 1
c 35.00 T /
` ! ST 36+66.33
9-CONCRETE ISLAN� 35,00' RT ``,,
STA 36+7,533
RgI1P L 36.00'RT
a t�
� - A t ` 1 / FGIN GUARl3RAIL
1 (J� STA 37+24.�33
5.00' RT /
t41� j� M LT1-PURP051 TRAIL
31 50
WALL:4CE CREEK ROAD � STA 36+34.57= —
P! = 29+OOAO RAMP L @ ISTA 23000++00.00
30 VC -jam WALLACE CREEK ROAD STA 36+17.57==
BEGINi CONSTRUCTION EXIST GRADE o PGL I (RAMP K STA 2212+4lJ6
f--------
11 WALLACE CREEK ROAD --F 1---_----�--_--_-„-
20 ------
-------------------- ----
----I-----------
10
mm
29+00 30+00 31+00 32+00 33+00 34+00 35+00
' K �
RAMP I L
EXIST C&G
NA�y RS MOOT
5 D �5 Sa
1111 u�
scut am fm
NOTE: SEE SHEETS CP114 THRU CPIl6 FOR WALLACE
CREEK ROAD RAMPS PLAN AND PROFILE
36+00 37+00
4
IAY 1
4 2 011
BY.
38+00
11
00, 46 PM�04- t i •201i •2011
SEAL
r DTI
Al
1AACTEC I RK&K JV
icn nwee[o xxxr
nT�
40
=
w�N
o
LtI
�aq
u`
�
LL
10
^ z
0] F-
W
co
¢a
n_
�.
z
_0
20
�
z
(4) Z
a_
a
W
z
aW
W
0
10
z
11J
spa
WCSm
i
Y
w
U
14-
5
C
A
0
,
V
r Z
N
K
-
W L)
y L`
m
J
oaf
1
N
LL
c
„ j
per,
a
v
Q
�E
_T
-10oi
s _.
0
fAS
NOTED
-20
n.Nx. CP.xM 4]
:xeu 169 e< 1049
CP111
—.1-4w1 -.1"

1)
z
A
him
1-30
M�
'n
STA 38+I787
0.00' RT 4' 25' 4' I 'MULTI -PURPOSE TRAIL 3 �!
d WALLACE CRE K ROAD WAUXE CREEK ROAD ,LpOry I I I �z
POT STA 38+ 457 �S
ENTRY PUA-IT-f RAMP M POT STA 2414+64D7 CAS
POT STA 288 1160 RAA�P J 3 fix ; N 34531919.E 24072799
WALLACE CREEK ROAD STA 42+6623O
Z STA 39-t5110 POT STA 41+2457 5590 LT END PAVEMENT MULTI PURPOSE TRAL. 3
47 LT Q� RAMP J POT STA 637+73.81 ;s o xs so j
STA 40 5D8Ln ...... I—— ----------------•------------------------- ----------...........--•--------••------•-------------------------------------------------------------•------•-----
LSI
50.70' LT z 34037, E 2498742.4.9 MULTI -PURPOSE TRAIL 3 scO
`� ,
STA 40+I 2 ExISTIJ7G NOULDERCfiEM(NAL P _C !Hd T PER END ROADWrIY CONSTRUCTION
O — — �— — -' +9586 TA 47+75.00 WALLACE CREEK ROADI Z-1 I
IN 914' 354' LT STA 47 + 75.00+ STA 40+3IJ0 2483'LT— N 34SU0.65
E
u_)) 49910t 1A 5.24 EXISTING
—_aso-
I s
I /Vill ) �WALLACE CREEK READ N 3 ss' Soo• F `�-- — N ®�
w 1.5'C&G Zo uuleS Vim=
Z
- EXIST CRG ;V n — — — —=--�
-- -- — — -- ---- --- — ---- w. STA 47+75.00,
_ CAT-1 u, a STA 4 435.40 `r� ��f' 22DO' RT; F
w I END GU4ADRA1t L
STA � R
46173 c-- — 240' TAPER 06 00.49 ?M 04-11-201 i
q• o q 3>�O�D' RT 4 �� -SrA 42+65JO �'05 6` " '� ."I
STA 40 86_57 44JYRT q WALLACE CREEK ROAD ar fS5 .
31 RT EXISTING SHOULDER REMOVAL fr'f '�
to STA 39t327 - SFja t
h r BEGIN PAVEMENT o3sas3
' OOO RT MULTI -PURPOSE TRAIL 4
4. 4 ST25 tob POT STA. 50+1165
2 6 24A 4+9
3 .00 R C1Q - -- -------- 146'R... ...........................................-....... -----------------------------------•
MULTI PURP SE TRAIL 2-5a 25' C&G
2 22 4' 179 R
290 4' CONCRETE E ....-..----
BASE ENT4 ROAN 4. 20 ISLAND
NB PGL ! .... ............ .-.---...-...-...----- ••..-
BASE ENTfT ROAD 1 CL,
SB PGL ! 11 j
J2 RAMP M
BASE ENTRY ROAD BRIDGE
OVER WALLACE CREEK ROAD
+
00
iI i i
PI1= 38+7457 RAMP M $
EC = 2355' RAMP J
t/Y VC = 150' 1
L,,,--
Z BASE E TRY ROAD
=1 (+)1,03087 1-Xi6939%
F-
WALLACE CREEK ROAD STA 38+7457-
BASE ENTRY ROAD STA 286-WL0
38-1-00 39+00 40+00 41+00
L
! P1= 44+00.00
EL = 1997
VC = 250'
EXIST GRADE 0 PGL
--- --- +)2
WALLACE CREEK ROAD C STA 41+24.57=
RAMP J �3; STA 2100+00.00
LLACE CREEK ROADJJC STA 40+9857-
UP M � STA 241416598
WALLACE I CREEK ROAD
�
� k
M1
Y 0
2011
,BY:
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
z F_
W
MACTEC I RK&K JV
•rS Or[
�i[[a
T q�Y[g0 uF['
A.Irli
4Yi I:.Y.p YX
5 IC IV- GAP IC- A4'P
—tu
50
TNR. mt.
z
oU�
�
r�
30
-z
wz
0
a�
Z
20
0
a
R
cc
W
c)
w
Z W
10
z
m
oto
M
w
cv
Tz
Ld
c+
Q
a
I
—
y
u
—10
-
A$ NOTED
P1313
-20
. eC qwa k�wa wa.
125925'cl
-El 170 n 1043
CP112
­ .- .—.. —SON

N ~
-
i ))t+ { 8, E ENTRY ROAD S8 PGL _
V BA
q WALLACE CREEK ROAD f !! : -+ j c� $ E ENTRY ROAD
'�OG'i0.0'E-
1 1 -MLLTl--PURPOSE RAMP J POT STA 2(00+00
a0
30
I
i
\j C
�q!>ti f rl WALLACE CREEK ROAD
�14r 16,i 8' Q_N 34534077.E 2496742.46 BASE ENTRY ROAD NS PG. 1 v
STA 282+5O.D0
t 1 11 1 Six fI 1.{10 54b6' LT &I
1- I IIIII°
9
dp
a�
SCALE
�s q u so
nrn� t
J � IN FEES zi
RAMP A( �� O 4 ! t ! ��BE
0' LT PC Sla. 2106+21.45 ' 114Ih . �� I I I I I I
NCONSTRUCTION
�� f aPER
I i STA 200+39.00 300` 7 a N ---
v zsxi s PT Sta.2104+ p ®OR
1 2/00+64.7D -J �o W
S 156- -- 7 Z STA 2108+12.03
!l.71' LT 6.00' ILT PE Sta.2102+11 GO N 75 ,}6' 0 S 57 547' E
� RAMP J STA 2108+03.59 � 17,74' LT _
o 296' R P 6.00 LT _ �_ --END i7NS2Rt1 18N p a2T65� s^ i "`�� 1 �r
N S6-05•10A'W N -► ;b STA 2107+22.2��I i STA p2.110+2D.79 / oso052P o4',t.20tt
AI
m �► �i 16DVLT RAMP J PT STA 2110+2079 MULTI -PURPOSE TRAIL 3
PT Sta. 626+ ,6@� N BASE ENTRY R04L) 7
�� �0 Eff-�� "' PDT STA 276+25.44:415YLT � � I=
f�3 N 345717.70.E 2497807.65
rl6' R � J -� � �e_
C&G -Ste ZJD F 65 --- �3PC Sta. 627+70D0
n 4 f 4' i i .............. STA 2104+2092 j
CONCRETE ISLAND 30.00' LT
fill !1 PT 1po. 632+64.59 RXCRBP MULTI -PURPOSE TRAIL 3
1 I ill l!llrrI RAfi _•.-•.-ox., PI Sto 2103+17.43 P! Sto 2108+237 PI Sto 627+08.90 PI Sto 629+30.43 Pr Sto 632+14.60
J i 11 f� 1 POT 1STA 632+68,31 ................
. _ �- : � = 23. 39. 573' (LTJ p = 2Z 3Y 12.5' (RT) p = 7 59 016' (LTJ p = 3P 38 5E8 (RT) ,I = 87. 5Y Ds6' (LT) NOTE: SEE SHEET CP261 FOR MULTI -PURPOSE TRAIL PROFILES
... D = 11' 16' 433' D = 5' 38' 21.7' D = 6' 3Y 216" D = !0 07' 22.5' D = 65 2V 24.5'
L = 20982` L = 399.34' L = 122.40' L = 312.65' L = 134.45'
MULTI -PURPOSE TRAIL 3 R = 508A7 R = III = 878�Y R = 5664AD R = 87b9
I II i f i WARPING BEGIN 'FULL SE END
I END I
THRU 0% FULL SE IPASS BEGIN
PAVEMENT PC RIGHT OUTSIDE EDGE PT THRU 0;.'PC FULL SE
-WARPING r' - -:-•6.O%- LEFT-OUTSIDE-EDGE-
6.0%-.._. :-OF-TRAVELWAY
0.7% RAMP J PGFL I 1 f I RAMP J P
�O%
' I -6Di-: RIGHT- OUTSIDE_ DGE.
2102+1I.00 LFFT O' TS10E-EDGE� `2104+20�3 2105+l4.B8 2106+5988
2100+7233121ot+25b71 { OF TjRAVEIWAY4 2e03+859( P(Ob+2r 45
53.67
W P ) STA 2100+3
21.52 I
PI = 211
EL = 18.75'
-VC-=-200=
K-40
IIE61N DITCH
RAMP J
.TA 2101f00D0
ELEV 15.74 LT
RAMP J
STA 2105+
FLEV 14.54
P1 = 2106+40m
EL = 30,60'
VC-=-280'
K-461
8EUNV DITCH
RAMP, J
STA 2105+OODO EXIST GRAD
ELEVI 14.00 RT I
L
E
0 Z
(-I
1
2100 + 00 2101 + 00 2102 + 00 2103 + 00 2104 + 00 2105 + 00 2106 + 00 2107 + 00 2108 + 00 2109 + 00 2110 + 00
7 1
y tRAMP K
END
TRANS
96.67'
RAWTJ STA 2110+20.79
EL. 17.17
IGL v NB BASF ENTRY
ND -DITCH -
AMP J
TA 21101-207
LEV 5.00 RT
1
MACTECIRKBKJV
m,r¢
40F,O W.`a(r wa4
Im
(-I
1
2100 + 00 2101 + 00 2102 + 00 2103 + 00 2104 + 00 2105 + 00 2106 + 00 2107 + 00 2108 + 00 2109 + 00 2110 + 00
7 1
y tRAMP K
END
TRANS
96.67'
RAWTJ STA 2110+20.79
EL. 17.17
IGL v NB BASF ENTRY
ND -DITCH -
AMP J
TA 21101-207
LEV 5.00 RT
1
MACTECIRKBKJV
m,r¢
40F,O W.`a(r wa4
Im
Mir
J
502
zc'
a
40
vZF
a2
Lu
ap
cL
`0
�}
30
Z
w
r W
CL
a
w
LLr d W
p
p cb
n
20
Z
rr ''
..f V
r
co
7
10
W
u,
i 4
u M
N
m
W
"
tEt
V
a
tr
�
0
tr
rzZ:
o
AS NOTED
C-MCr NO, MU
-10
125s'?58?
LEE, Ill Cr 1049
CP113

7
ii
n
L
.J
v 1
Fes'`
�J p
r
RAMP J
1
ENTRY
Ro�
r
A �p E
Ell
STA 278435_31
S 5 �06' lo1r
WALLACE CREEK R04D `
_
4- 5480' R
�r
-
RAVP K POT STA 2212+4116 4l
STA-2200 68J6
-
WALLACE CREEK ROAD j
15 R
h ~
BASE ENTRY ROAD
POT STA 36+17.57 �l
f50 TAPER
N 344919.94.E 249845973
_ .
STA 2200t6816
16.00'
_
BASE ENTRY ROAD SB PGL
STA 2208-f0026
STA F 211f88J6 »`
ry
LT to
y - -
6A0' LT
F
I
N_
22u+39b5
_
1STA
F
350
/OCYi 47, Y
T ER
FY .�
1p� 6
-Fu
p
~
STA 2209f37.32
F� f98.16
�`
STA 2200f166 "-
v
F 600 LT
STA 2211-F39.55
16.00 LT
BEGIN CONSTRUCTION
N
25.00' RT
PT StO.2202+
h
PC 510. 2206+9119
20.00' RT
RA.UP K
STA 2202+36.36
� F
?
-.► �
PT Sta. 2209+37 32
a
STA 220R+00.00
STA 2200+9Ad 00.48 LT
� � F
N
t
4
56 06 MN 'L M
RAMP K PC STA 2200+OOA0
23.36' RT
( STA 2202+96.35
z �
e�
N � �
S 4i
� 1► j
BA5E ENTRY ROAD
I
RAMP
K
POT STA 276+00DO.37A0'RT
6A0' LT
4
STA 2206
-� �� OtyT
�'_
4
i
N 34577827,E 249757675
f
o
RT
STA 2207t99b6G
`
` F 116' R
S 2218 f6%
€
29.32 RT
34.�RT
J
RKWCRBP
STA 2209+3TJ4
END GUARDRAIL
��
3400'RT
PI Sto 2201+09.90
= 15' 29' 30A' (RTJ
PI Sto 2208+6927
= 16" 14.8' (LT )
STA 2010+g8.13
A
6 36'
36.02'1 RT
D - 7'05'27e
D = 12'08'202
x
STA 2210+9427 STA 2210+9627
L = 218,47'
L = 137.06'
T - 109-00
T = 69Ar
37.42' RT 29.67' RT
`
R = 808XV
R = 472.00'
END CONSTRUCTION lil
ti
RAMP K
EX75FING SHOULDdR
STA 2212+02.16
�RE'MOVAL
.y
I
1 �0
25 a 25 5a
SCALE !N"FEET--"
IIIIIIIi
Ofi-AD fi5 PMtM-11 �20�r7� 1
,444, 33 412
l , 035 53 {
,11cD 11
AAACTEC 1 RKE.K JV
1 !BEGIN END
CATCH BEGIN £ND CATCH
-BEGIN BEGIN END END BEGIN -PASS 1 FULL E FULL E ! PASS END PAVEMENT-PAVFMENT-
SE TRAM PC FULL SE FULL SE PT SE TRAM SEITRANS TtiRU 0/. L PT THRU 07 SE TRANS WARPING WARPING
;
LT EOTIRT ---'---- = 6 EOT i _
25% E 52% i i RAMP K PGL S I !-•-----`- -- -----••---- - .... ..�.. RAMP K PGL I 25% ....lA%
07
25% I i ; I E..
3 I , I ; -6b% -6z% f .... .... .... f - + {--. +- -62% ..
2200 fO0.00 j
RT EOT j LT EOT
:
66 j 2201+85.47 2202+18.47 2203t2514 22fJ6+59.03 2208+0026 2209+37.32 12210+78.55 2211+70J6
40 2200+33.00 22 7+1225 2210f25.32
_�- y_. 2208+fi02b-- _ �._�____.- 22'2+02J6-..,
2207f&5.48 2209+72J0
2208+93.32 1 END GRADE
BEGIN GRADE WALLACE CREEK ROAD
WALLACE CREEK ROAD PI = 2204+ OM RAMP K STA 2212 +7
3Q RAMP, K STA z2u0+00.00 EL = 19.69 Pr= �21I EL o35A0
EL-1r.9a vG = 241J
PGLI o 58 BASE ENTRY ROAD K = 44 EL = 2057'
24'0/S FROM j PGL RAMP K k1 KC_
P1= 2201+OpOq €I PII= 2207+75.00 I f+ 520 900'.
20 EL_=_1324' 1+t21500/.._ ,!.-/3Zb VC = z6� 1+13b3 -------
vC = 25 K = 38
x = 235
(+12J500% '
10 (+J13000%
---- /-132 1+13:6300% _-
0 -- _ - "_'- CH
------------ {+12�
END
E---------------------------------------' {+1(F.7500% � :L:RAMP�K
1�` -: r-_ 7_- ,• r STA 2211+00,00
t ADEI .._ r1'•�
II E
EXIST GRLV 8,00 LT
-10 BEGIN DIT
RAUPCK r '
ST �111 It
BY:21074W, X I�AY ��.(� l ,�
�W
1
--20
2200+00 2201+00 2202+00 2203+00 2204+00 2205+00 2206+00 2207+00 2208+00 2209+00 2210+00 2211+00 2212+00
1 1 1) f Z A C
■ ipu py.Y(U uF4 ■
hSv
oPl�'T
�U
J
40
C)
CL.
30
d
0°
uj
¢a
d<
0
20
Z cr
a Lu
C-
c�
w
w
z
10
z
ZOm
coa
w
03
y
0
w
=�
w U
u N
r
am
lj
cc
,_I
�1
V
�_j
�
J
-10
Q
a z
'
p
a
�
L5 140TE0
cwa4c� pro. P13E3
-20
1�59�6E3
s ET 171 v 1043
CP114

z
Y
S, r
11
f BASE ENTRY ROAD N8 PGL
II
II r NI
�1 �f, �'
_ �t
WALLACE CREEK ROAD 0- GUAll -
fi J
BE61N TUBULAR MARKERS
!!QQ' ON _ CENTERS
STA-4Q3+38S0,6.36LT y
y -
\l 25 50
N ! l isulE {M FEET
~MULTI -PURPOSE TRAIL N S 56 /0D•E
L 1 BEGIN CONSTRUCHON BASE ENr
o IfI RAMP I. Q RY RC
`F II v'1 STA 2300+27-00 h
of C BASE ENTRY ROAD 141
RAMP L 4' 9' zq 3i f -" - - F --8AS€ FZAfTW -R9 SB PGL Q
POT STA 230(3 r f !2 4 sra 2300 35.00 Ln M,
W C 1 AD 1 f j 4{ r„ Moe LT STA 2303 +5424
POT STA 36+34.57 �1 { �} 16,R - - -� �-
a N 344934,05. E 249846921 �� -- - 6.00' LT STA 2305-t55.44 4 N y
I STA 2300+51.00 F 6.00 LT FI -+
q i 6.00 LT F -f q' E a 1=
R 4A9p K a i �, `V PC Sta. 2303+5924 PT Sto.2305 f55.44 RAMP L S 4� +
y
� • S 56- 06' 10.0 N r
ti RAMP K O f1t
- F �B t16' R - F --
'-�-~ - F
} STA 2303+5924 STA 2305455.44
i 5TA 23Ott59.OQ t6.Q0 RT 15.00 RT RLWCRBP
5�' {{ I ' f 16.00RT A StoI3 28' 4304 39' LT) �01 5ta2312+84-90
1328' 43.g(RT)
D = 6' 52' 12A' D = 3 40' 22A
l ; 4 4' CONCRETE ISLAND L = 196.20 L = 36699'
' I
T = 9855' T = 18435'
24
' 3 i 4'12 EXISTING SHOULDER REMOVAL R = 634DL R = 1,560D0'
' 0110
BEGIN END I IIf
(PAVEMENT PAVEMENT BEGIN P POINT FULL BEGIN5E FULLE POI PA55 END BEGIN.'
1CATCH fII
WARFING�WARPING SE TRANS THRU O% : PC RIGHT OUTSIDE EDGE PT THRU 0% SE TRANS SE TRANS
-
%...,... i ,;.
ORAVEL-wY
4.5
i
4 ....................................................
........2.5%PGLP L � R
Q%07 ........ . 2.5% ........ ............ ... ...... .. ..........----........ ..... 4.4.% --- r.►I - Y�-
F------r ---
E - LEFT-OUTSIDE-EDGE-+-1� 2310+59B8
2300+27.00 2302-t40.65 ' 2303+59.24 2305�67.51 f 2306174.O3
3 23(3D>59!)0 23021-9391 : OF TRAVELWAY i (
6 I I 2303 7 2303 2305+22.7, f +55.44 I iCA6+20.
,
40 BEGIN GRADE EL = 230,03' O
-WALLACE•_CltE.EK4ROAD VC-=-160'
RAMP l STA Zi00+27.00
Et zo.771 P1i= 2301*25DO PGL RAMP L L,r)
30 EL - 1832 N
VC .-180 (+)22300% (-lla3aR%
K = 38
___
20 - I -' I - __ --- - �--�f i __ = j2044¢% r- -------- -- W
._ , _
(-l'!!, (+)223007L_i_-------- -_- --_._f-- "-- _- __- --- _
_ --'
1 ._-
10 T"I . .................&0R% 10
Ln
END DITCH END DITCH (,
(+)12000%(+}.5A RAMP 3 o $ RAMP L END -DITCH"- -F---
$EG1N DITCH STa, 23Q3+OQDO _ �, , _-� STA 23O7f75 Li? RAMP L I
g ELEV 16.40 LT
� RAMP L I �: Rp ELEV 18.62 RT ��. '' � r' ; - ., • u � I�,�' � STA 2310+08.00
5T, A 2300190DO $$i + p Qiw 8EG1N O1TC I ELEV 15-% RT
O BEGIN DITCH 1028 M`$rN RAMP L . 1 _ EXIST GRADE-c-P6L- s;
�� � � 2��-�' STA 2308+48AC1 �-
RAMP L j Nlu f ELEV 16.09 R T
-r
-10 E�24.00ILT0 a QW B�'�: If
2300+00 2301+00 2302+00 2303+00 2304+00 2305+00 2306+00 2307+00 2308+00 2309+00 2310+00 2311+00
I z A
111111111
NAWFAC
:00.69 PM 04-11-2011
i 1t'V SEAL -
DTZ
TZ
MACTEClRK&KJV
.h w
0c5 iC
P, CAP J-
AAI:,
FY�Y
B,A'✓M Y1W.YA
60,
pjN�I N EY
£UI
50
c
o
�_
0 4
qo
m
wz
�0
a
_J
O.
30
i
"w
UA
2a
ZW
wpm
LL
=�
w
z
t;
w
E
-Y
d
J
x
u
J
5y
?s<
AS PINED
,r•cxn Y,..
FI3E3
;st,..caraY
-10
v i, 1(3
,A 1049
CP115
L
J
J

z
n
C
J
"m
11m
30
20
mIIIIIIIII
\ \ \ RAMP M PC STA 2400+00.00 �5
\ Q PORTABLE CONCRETE BARRIER I
\ \ STA,�99406.75:5912'LT BASE ENTRY ROAD f f
\ \ TO STA 300+0OD0: 23.00 RT POT STA 302+5895: 47 00LT m
rf /
\ \ PURTABLE CONCRETE BARRIER .n N 344365118,E 249983053 1 [/ h
• STA 298 �98A7: 482tY LT TUBULAR MARKERS
\ AT VON CENTERS
TO STA,300104B5:21BO RT / :'BXE.
HAo
�— F \ \ \ MULTI —PURPOSE TRAtL 4 1 K
BASE ENTRY1 ROAD NB PGL
rj \ 845E ENTRY ROAD -9
_ I
o1 7I hH H I I h
o O o p O, I! N N
ry \ \ \ O D\O O O o O p 0 0 O D O TOO o 0 0 j O O O O 0 0 p p D O 0 0 0 0 o p}O O; 0 0l0 01 O O,:p O� O tl tl O J�. O o
\ \ \ I
ASE ENTRY DAL)
TA +97.38 / S 56' 06' 10.O' E
nl p1pDoo 000
0 0 0 o D o o° 0 cti /
\ ♦ \ BASE ENTRY ROAD SB PGL I
ro I
N n 3 RAMP L _=- -- `_ F \ \ 1
s STA 2312+0567ry - \ \ +v \ w- �— END /GUARDRAIL {
\ STA 30314199
--- - ----- STA 2313+5OJ4 \ \ 4 \ 67 LT _ f
1 z 16-OO' RT \ \ \ I
0 f� \ BEGIN GUARDRAIL u
0 TUBULAR MARKERS AT la ON CENTERS \ \ \♦ \STA 23I4f5}309
STA 299+27.36, 47.00' RT /
TO STA 303+0633.18.70' RT \ ♦ 22.40 RT
\ I In a /
t0055 RAMP-rL PT STA 2314+6754 \ f
6.00- LT STA 2314112.35 BASE NTRY ROAD o� f RLWCRBP /
s ♦ PI Sto 2312+84.90..
PC S1a. 2311+00.55 23.45' RT POT STA \302+5895:47Dp RT �r p = 13' 28' 43. ' (RT) 4
N 344287.06. E 249977821 r Q = 3' 40' 221•
STA 2311+0055
16.09 RT END CONSTRUCTION \ \ r / \� _ 356—Q? I
RAMP L \ R = ! 560 p0 I
STA 2314+67.54 \ \ / ✓ 4
/ , 5
I
PC END END END
BEGIN FULL SE FULL SE SE TRAN
FULL —SE
LEFT OUTSIDE EDGE PT
: OF TRAVELWAY
e I I I RAMP I Pt7I
f 2314+67.
2314+52.21
C J PGL P RAMP L� P1 =1 2313+t
EL 1837'
vc --zoo=
K =1 15!
tn
LLJ- - ��,
F X15T GRAQE 0 PGL 4JW7 ~
2311+00 2312+00 2313+00 2314+00
RAMP_ L-STA_23h4-tV.54_
EL 18.06
-PGL 01 SB BASE, ENTRY
1
�7
I
MAY 102011
BY.
�o
7� 0 xs so
11111►F�
SCALE IN FEET
KNIFAC
06.41:02 PMOQ•11-2i311
-.-V�tss��\yam°s
- ..S��- -
J
MACTECIRK&KJV
.a ro
L,RS.:IXF• b 4.i
u[s iC I - Gip x. imp
60 ,
oU� su J
50 " '= o
H
40 0 0°
Wcj)Q
Z J
z <
30 v co °[ °
r°Ds Z a
aLu
W w
z Z fR o
20 w O a o
z Ci
w
m � w
10 a� N z
C] m tit
u a
—i
0 $zV .J
a
2SS NOTED
eoNezc- Ne. Pi383
_10
12592r3F5
rlET 174 [, 104V
CP116
7

z
A
c
3
ii
I \
\
\
,PLACE CONCRETE SLAB
RAMP L P STA 231.4+65188 ,
_
PIPE PROTECTION--
BA¢E ENTRY ROAD
SEE\DRAWrNG CU103
POT STA 30� +5895; 47.017 RT
*
RAMP
N 344287. 6 E 249977821,
9 L,
EXISTING UNDERGROUND �¢AS,
WATCH AND PROTECT DV�1NG
\
\
N
CONSTRUC*ION J�,�
\ °
r
I
\
` \ \°°°°°°
\
r
~�\ °°°°°°� STA299f07
T I J
I
rn
�sl�ll ss Jo
SCALE IN FEET
A L1 I IIII G
BASE ENTRY ROAD NS PGL
C BASE ENTRY ROAD A6a IM
TAFL BEGIN TUBULAR MARKERS STA 2409417.59 �
AT Id ON CENTERS +
/ \ a
\ � 0i \ � `�+ STA 2403+98.5d; 6-36' LT
-`
000 000\000 o0 ZV a RAMP M —�+'�V
�- a �pOo oo.o0 0 \ ,
° O ° ° ° 0 0 0 ° ° a\ ` ` N N 43 4-3- 423' W PC Sto. 2409+17-59 e N
— -� o
0 0 ° o o ° ° ° I �► N L.
LE CONCRETE BARRI F r.�_k �► h
b� �--STa—Z 98 4�F2Y.LT J \ qI V3
i TO STA, 300+04B5. 21BLr R6 _ a F 3IXY TAP
I RAMP V PC STA 2400+00.00� STA 03+52J2 STA 2405+65.04 ER Z
PT Sta.64+14F4 \ 892'LT STA 2a07+6752
/ BASE ENTRY ROAD \ MULTI -PURPOSE
36-W �
/ POT STA 2+58.95. 47Dd LT PT 5I . 2404+0&J9 TRAIL 9 17PRC Sta. 57+6434 i -
LLi, / N 344 5D8. 249983053 \°\ \ �„ \ END GUARDRAIL PT Sta. 55+38J3 u
rrr
/ BE CONS CTIONCh �j \ STA 2405+PC Sta. 56+5220
58.79 _j
00'
/ M \ _ \ 20.RT
TA I 2400+00.00 - RdAHCRBP MULTI -PURPOSE TRAIL 4 STA 2409+17,96
PI Sto 2402+04A9 PI Sto 2410+2925 P1 Sic 54+20.50 PI Sto 57+08.34 PI Sto 60+92.82 21.00' RT
I , = 1Z 22' 27T (RT) Zs = 1Z 22 27T (LT) A = 13' 32' 34D5' lRT1 © = 6' 25' 297' (RT) p = 19' 58' 03B" ILT1 i
y 0 = 3' OY 535' D = 5' 33' 457' D = 5 43' 46.5' D = 5' 43' 46.5' 0 = 3.04' 13B' NOTE: SEE SHEETS CP262 AND CP263
L = 408J-( L = 222.45' L = 23636' L = 11214' L = 6503J MULTI -PURPOSE TRAIL PROFILES
1 T = 204.89' T = 111.66' T = 11874' T = 56J3' T = 328.48
5. R = 1.89OD0' R = 1D30D0' R = 1=.W R = IDOOAO' R = 1.866D0'
END 8 !N
BEGIN BEGIN _ CATCH
5E-THAN FULL fULL 5E SE ENO BEGIN PASS pplNT'FULL SE
f I
• !_.j...38% LEFT OUTSIDE EDGE OF TRAVELWAY jPT SE TOMS i E TRANS TRRU 0% PC '
1 3.4✓. I E I 1 I ---- ..... ..._..... I
RAMP MIL— I_ 1 1 1 �..................................... - - - 2S% i .. ...�_.. ,�
1 I r { [ 1 I I ! 1 1 f ..... 25%........................
-2571 1-3.
r••• - 0 RIGHT OUTSIDE EDGE OF TRAVELWAY .. • -- -
I - 24IX] �OD.GK] 2q[14+08J �+48.86
�0 2400+2033 2407+7551 2408+4426 2407,+75,51
2403+87.86 2409+2321
41 2409+5426
BEGIN GRADE P1 = 2407+OODO O
40 WALLACE CREEK ROAD I EL = 29.77' O
-- RAMP-M`STA 2400+00.00 - VC-=`Tfi7
EL.18.07 K 47
= 2401+0000 v
r
30 = 18.37' PGL VNB BASE ENTRY ROAD PGL ®RAMP
M N
FIKRP4'0%S FRO125------------------- 1»20 r.. ` _ _ _ - W
t+I0.3000% r+)1� _--_ _I_ __�T f I ------------------— ----------------- ------T_------- '� Z_
10 ---- --- - EXIST sp: )t PGL C
0 MA 1 0 pll -E
If
4B Y.
-10 I 1
2400+00 2401+00 2402+00 2403+00 2404+00 2405+00 2406+00 2407+00 2408+00 2409+00 2410+00
1 A
J 1
�Y
/ a
A �
BASE ENTRY ROAD SB PGL
a
BASS NrRy Rom
S 56 �' fog1
MACTEC I RK&K JV
tir tK,r
i
J
50Q
3
N
a
40
H
o
z
Lu
J
w
tL
30
0
rB
00
LL
M
<
Z
a
(LLl!
p
W
UJ
6
20
E5
oa
J La
o
Ilk
to
�
�
..
uj
t
V IN
r Z
uj
10
Edi
m
n
�
U
a J
Cu
�
0
is
zz
a
AS 1107E0
t••aetr xc.� P13°3
-10
��A•: [a.••4 40.
125926.56
s tr I!S t• 1049
CP117

7Z
A
F_
I II BASE ENTRY ROAD
iI I� II BASE ENTRY ROAD SS PGL
N II II d�
II
III III C BASE ENTRY ROAD ~sus
I I i i S 56' 06' 10.0 E ?p
n1 II II 45 Q RS SO
SCALE IN FEET
MULTI- PURPOSE I I ¢ WALLACE CREEK ROAD BASE ENTRt ROAD NB PGL
TRAIL— II I # I I
O p STA 2414+33.07 I I i
_ 12.00' LT I t
J_� ���` j—g II 36' �18f16'I 8 4�1 ®®
END CONSTR IiCTTOX�
O STA 2411+40.04 `8 STA 2414+27D7 I I II RAMP M
DO 3i �ti9o„ 3� �®
�} 6.00' LT 6LT
tl
I I I STA 2414+3T.07 /
1114 f l
� J---~ �� ' I AMP M
-----PT Sto.2411+40.04 I I I EX STllVA 2G_1lcqudCE�I�EEK lgp�J�
(,i) 'v 2.5' C8G I > STA 40+98 57 RAMP J ae oT:os PM 04-1 T-zoT T
zIu oZ N 3453l9J9E 249872799
h ,
RAMP
IN
300TAPEq N 56'0610.0"W
U b P LL, K RAMP J
RMWCRBP / F
+� PI Sto 2410429.25 •._.. ,..
ry_...�_____.................. _______!96' R. 1
- - - r 4'CONCRETE IS
LANb p = 12'22 27T (LT)
STA 24/01-6580 �� I �3 MULTI -PURPOSE D = S 33 457'
26.00 +7
RT STA 24124.04 R. WC L = 222.45'
PC Sto. 53+0177 3 J TRAIL 3 T = 1l166'
26.00' RT I I R = 1A30D0'
I
STA 2411+40.04 PT Sta. 51+3394 zs P5XI •-.---- _ MULTI -PURPOSE TRAIL 4
�.
26.00' RT I ' I--�----- -��- --- - - ...---��-------� ---------��-----�-----�---- -- - •-;..--�----------- P! Ste 50+3995 P! Sto 50+9517 P! Sto 54+2050
PRC Sto. 50+51-36 p = 88 !Y 5868' (RT) p = 47 19 02 87' (LT t p = 13 32 34A5' (RT )
--------------- D 2 MACTEC I RK&K JV
MULTI -PURPOSE 2O R j 4' t I I = 85 28 44 (1' D = 5T 1T 44B D = 5' 43' 465'
01" L = 30.79 L = 8258' L = 23636'
TRAIL 4 PC Sto. 50+20.57 4' 112 r1 112 29 ........... T = 1938 T = 43 8Y T = J1874' �.
BEGIN PAVEMENT : I R = 20100' R = 100.00' R = 1.000.00'
MULTI -PURPOSE TRAIL 4 } i s; I zsx
POT STA 50+11.65 l i I tILTI-PURPOSE TRAIL 3 ! i NOTE: SEE SHEETS CP262 AND CP263 u,r„
4'CONCRETE ISLAND I II I i MULTI -PURPOSE TRAIL PROFILES
EXISTING SHOULDER REMOVAL I 14 II I
[ts TC I:�. Gs? 1[- EAP
xv.=u
�x�x w<xxux
END BEGIN PAVEMENT *, [„.„..x
FULL -SE PASS END WARPING—F'NIJ� PAVEMENT
tw[. oucu
3 RIGHT OUTSIDE PT THRU LEFT OUTSIDE D% SE TRANS G U
LJ
EDGE OF TRAVELW ai : ; I 14 1 e
EDGE OF TRAVELWAY': ' "07/ 1N 4
+ JLL
I„ RAMP M PGI j; - u y
o
O.7Z IL
LEFT OUTSIDE ' RIGHT OUTSIDE I ` - . • = 0
EDGE OF TRAVELWAY 2414f37,07 w
J`0 EDGE OF TRAVELWAY 29!l+40.09 2412+17,28 , rJQ m J
l - o Z z
0 2411+03 37 2412+82J2 2413+98A7 a tw O a
+ a
40
END CRADE Z r W to N WALLACE CREEKIROAD ¢ d
P1= 2413+24.00 RAMP M STA 2414+37.07 Lu W o
Q EL = 18.85, EL. 21.69 Z Z (n a
30 (~ VC-=-16D 30 z L 0 M Q
PGL V RAMP M I ur
W N m
�� w
_ n' , A ll.l U cm ui
r
_ 1 cr
20 _r r---'----� -- _� ---�--------� ------ -F --- - I I i 20 ui
m Z U
)175O=O= 1+)2 5000/y '.�.' ' ... 'J _`
EXIST GRADE 0 PGL 1'J q I 400Y•
7i 1 +� 47 IF
END D(TCH MAY O 2 O f F z a
10 _ _ R 4MP It - -
BEGIN_DITCN YT 10
RAMP M P1=2413+OOA00 STA 2414+00.00 = $
STA 2412+00.00 IEl = 13.50 EL£V 18.24 LT I u=:E• 3 �AS NOTED
I ELEV 18.45 LT 3 ( �� P1,e3
0 0
2410+00 2411+00 2412+00 2413+00 2414+00 `" [Ri�sy2Ge.7
v[xHE v 1049
CP118
/-
L.J
I

7
c-
Z- -
1 f I I
SCALE` FEET rypp� I a
1 1 I HOLCOMB BLVD SB PGL
jf I SB PGL STA 1012fl7DO
BEGIN ROADWAY PAVEMENT P� O
HOLGOMB BOULEVARD ?
EXISTING MULTI -PURPOSE TRNL STA 1012+17.00 +
E 2574.71 0 OO
BEGPY (GRADING-S-'-CONSTRUC770NY -- — -- --- - - x
1 \HOLCOMB BOULEVARD
l--- STA l008t74.50 - _ - - �- - - - - - --- - - - - T - -_ = d O
------ ---N 340768.79-- co
r
E 2SO0922.68
-------------HQLG9MB--BOIL€1�4f A-�� �� -_ - �— w -r - N Lu mil®
HOLCOMB BLVD I Div �Q O Z
-- -- — - —
_ _ O J
— — , — — NB- PGL 4- D- :f 0� -- - , + V
CV)06 IIBPM04 j 1.2011
�- �+�!:uT.'+'r�O`•!�'r±t` r.• „I. .r.'M - - 1-OS'Wiµi�(AMfF44
- SA:VCUT
f HOLCOMB BLVD NB PGL J - `sw
Ai
-
CL ,
co
Z
MACTEC,1 RK&K JV
I r7 7MxKif Wf.:
_
BEGIN
SE TRANS : ;c4IV. �cap Jr. wv
? u[F YL.L'1A
50 50
3
INCI-25%1
j
40 1012-t17.00 40
—gR d
PGL V HOLCOMB BLVD ¢ a w
BEGIN ROADWAY PAVFMEW _ ' p O
NOLCDMB BOULEYARIJ N 30 a
—_ STA-1012+17.�^^^^^- 1 I C CWO Q CL
---------------------------------=-------___------- a
- i -
20 — BEGIN- ITCH ___! - 20 L Q m 0-
HOLCOMB BLVD z W CD
EXIST GRADE B PGL STA 10I2+00.00 $ I a
ELEV 126.61 i� � W W
10 LU
MEDIAN [)ITCH jN �_ 10 ? W z0 N
1 O_N w O
i I 11
U coIF
LD
H r Z a
0 N 0
j T.♦ ^� 11 U
1
'.. YT � Q o T
_10 MAY 0 20Z1
_10 �Zs
AS PINED
ME3
/�
-20 j j -20 �nxsi. ccr,rx. vu:
1000 + 00 1001 + 00 1002 + 00 1003 + 00 1004 + 00 1005 + 00 1006 + 00 1007 + 00 1008 + 00 1009 + 00 1010 + 00 1011 + 00 1012 + 00 1013 + 00 `p125926S
177 1049
CP121
L
.J
..J

1 2 3 i 4 i 5
HWHQHBP MULTI -PURPOSE TRAIL 5 v ;C+
0
//
Pt Stp 1023+94.95 PI Stp 133+02.40 P! 5ta lab+48 38 MULTI-PUR` TRAIL 5
= 53J' ILT I
Yr�
S-
f SQ i �s �iH Fri
�F ?/,
/
A 53. 0O' p = 47' 26' 33.3 lRT! p = 5' 32' 177' lRT 1 1 F
D = 2 59 03D 0 Ir 14' 04.r D = 2' 10 52f
/ $31
JJJ
'
I
O / L = W654' L = 422-V L = 29525' EXISTING DRIVEWAY
T = 95759' T = 224JO' T = 14779 * %� t% RAMP
/
R = 1.920.00' R = SIOOO R = 258T-30 v�'� ,
0 cfs
Aj
I
,
EXISTING
f / EXISTING MULTI -PURPOSE TRAIL
MATCH EXISTING WIDTH. GRADE /
AND CROSS SLOPE PC S1p.130+78.30
HOLCOMB BOULEVARD
t� j .d
Q POT STA 1026+42.6t. 39DO LT
I
•� �` _; HOLCOMB BLVD SB PGL
/
9AMP 0
O c / ,
�. END PAVEMENT ti^� A.
STA 1014+37.36 F
MULTI -PURPOSE TRAIL 5 A
x POT STA 1205 26.44
�O N 342 O�y
-. 42.78' u
E
PT STA 137+95B5 HOLCOMB BLVD+ ,,.. Q-
i7
HOLCOMB BOULEVARD F r `a�
STA 1015+OOM.71.20'LT STA 1021+83.40 / �,s�� OBLITERATE
� � �,-.. i
xp
{'
Q ^.
N 34123384.E 250/33629 55 OD LT rr < EXISTING
- OBLITERATE EXISTING PCC Stp. 135+00.60 F� �Y TRAIL
Nam- {"'Q
- T_�
K I
N 4T - ��
- - PAVEMENT tTYPJ STA 1018+77J8
�—�
- 'a"
43.00'LT -� —C � �t � � "�"r�.,- � J�
J
- �F_ .� - ^`�- �s ��
.���7
L
�3'�
,s
t-'
`'► w� �h
_ - _
`," - — nr ���s`-�3�< w�_�_-r f� = r
o Jam_ r �rp p
_ L
-/
-
• �ti
��
_
- -xutt~ -
r "� _
- �� LV'�� O O
06:02:10 pr
+osa ,•tx, "•,o
.; I 1 � 300' TAPER + M � ram- - -w� i 5-
_ 5 :
_W _ _
= —' —
--` 71�`Q�ff — — — — o���-L—�'�
STA K11�+TPAER
37�3_ - _OfL �9 — — — — —
: r -c":.�
16.94`RT n ---—��
�C `y^� sir 30t7 T �' --�
�" ,�
STA 1Q26+7127
- r �G 19.00' RT w
, ,. •
HQLCQMD'-£ PGL
l'
200TAPER
HAMP
z 1 4 YJ a
49 as Rr M-� = _ i= — .--
f' F
a �uP s
_—, _
Arm
�CSTA 1019+72.00
� �T
PC Sta. 1401+94.34
-HQLMM8 BOULEVARD
.
MACTEC/RK8KJV
NOTE: SEE SHEETS CP125 THRU CP133 POT STA 1020+8936-;4SilB`R C STA 1023f.
SL1L120�- l---
RAMP 5 57.85' RT
FOR RAMPS PLAN AND PROFILE POT STA 1400'r•OID.OQ 61IJ0' RT STA l902+39b3
�
SEE SHEETS CP264 THRU CP265 FOR MULTI -PURPOSE TRAIL PROFILES N 34162524,E 250178329 9.5rLT
PASS j CATCH BEGIN FULL SE
THRU a;.,. P01NT PC_-!:,.,
I
{
i i
RIGHT OUTSIDE EDGE OF TRAVELWAY
,ozKr e ore
a x'. GF r.- Imp
-��
_
50
I II
I
I
I
I
I
I !IOLCOMB BLVD PGLI
I I
I
I
I
I
?1
I
!
I
I
50
i EI
ILEFT
I I
I
I
I
4
OUTSIDE EDGE OF TRAVELWAY
4a.
40
lO13 t07.37 1014+37'37 1Q15 *02.37
1013497.65
HOLCOMB
BLVD C STA 1020+8926 =
RAMPS
HOLCOMB-BLVD
RAMP
"STA-1026tg281'-
0 STA 205+26.44
I
RAMP 0
40
�z
_
z
J
�PGL
RAMP
5@ STA '1400+00.00
I
30
NOLCOMB BLVD
r
l+IQ3091%--
r+I02860%
------- ------ - ---
r-lo3oQox
f+10�OOOY.
-
------___-�---_ .�
=------
goI�o
N N
1
--
_�= =7--
- --------------=------
-------=-------
i
I I+lO.I4067/.
I
-------
-----------------'
�
----.
- -----_-`
------ ,- ------
--------------
30
1 o
; a
4
CC
� F
z
w
� o
IL
m r
T LU
IL
CL
Q,
z
20
- -----.....�"�_
__________________________'_--_---=
j
$`
$io
"-___ L=- =-__
j+107909z
$ I
4J
20
------
-1Q3000i
-- -- -
$ EX1Sr
__w_
-------i ---;h---------
GRADE PGL J
O
Lp
e`
�., LLJ
7
10
10
z
N- O
t () p]
O
o_�N
f
i n
5 f i
�
a
"LuI
I
y� [V �
!�3
K
m
�o
�F
fMY
1-0 Zoil-
-10
i
T
ASWHO
E-11ECT
1013+00 1014+00 1015+00
1016+00 1017+00 1018100 1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+00 1026+00 1027+00
4�"�1
'�g?F_o
-L! 178 N
CPS
10:9
22
4
5

n
n
C
O�. RAM 0
-r ev STA 1203462.76/
6.00• LT _
p �i-fB28
� 9
47.00' LT q
Q4 - .rrr
_
gl
13,00' LT
4).
L J ; _T J
BASE ENTRY ROAD NAD 837SR­Aft"' 9, I---
4' OBLITERATE ` # c' � ' 1 1 j STA 1037426.34 jRAMP 0 \
EX TING TRAIL ITYPJ 1� 1 o 25 sa \ I
1 IJ
$ R P STA 1034t27J0 1 QP� 1 �' , ,, 47OIR tT J� RAMP N r r E �� FW
PRE REl+YF CONC BAR,
Q, SINGLE FACED 55�D LT 1� A' MULTI -PURPOSE TRAM 4
STA 103 9995. 72A0' LT TO i ti 6 Ln
1 STA 1033+5696 %j �t i n STA 1700 5 1038+1528
STA !0-1 109,36. 7200' LT ` R _ 0 b �c r
ACK To,BAR 4'UNDERDRAIN 7OD LT I _, RQ 16
to INV 2916 N E - _ 393Z1S3T;f�2501930 43 L _ Go
n \ HOLCOMB 80ULEVAR - jr f I 1 f _ U�cn s7 18O2+3b5 1
2.5' C & G POT SSA 1033+07A4r 39.170 }
f LCOMB BLV O i
Ins T STA I300+OOA0 3i
co RAMP
3428206.E 25019 snu �, .. :r�✓ E_-� 1 �l F °�- - - - _ - - _ -- - r r x
a ! � � � •• i3 • . f : � �
j�� [� y� - Jf1-9��� - _ ° �� �
�
�
•�s��`i tiJ�IR�
�" + �� /1Lr11►rI .fit n= ...�
- •
(��'-�f
!!
d�
-
-
F'� *T �.'
�7/�� _... �s.`.r:.
O
rani.
Z�
a �`' ell I
ge
C STA 1028+7
S.00YLT Z
4•CONCRETE COVER r -
HWHOBBP �•75" C & G .3 CONCRETE
PI Sfa 1023+94.95 HOLCOMB BOULLEVARD MOUNTABLE
ti = 5Y0O`53.YILT1 MEDIAN
D - 2' 59' 03A POT 5TA J029+89 64 CONC BARS:
t 1.776.54' TRAMP G STA 1032h
T 95759' POT STA 1116+217 6.58' LT TO
R = 1.920.00' N 34250699, E 250198l14 BACK OF E
3 f PRE REINF CONC BAR, '
SINGLE FACED
STA 1031+92,04, 66J4' RT TO
STA 1032+5653, 65.84' RT
1 BACK TO BAR II 11
II RI GHT OUT TIDE EDGE OF TRALLWAY ! i
11 - I ---iiOLCOMB-BLVD PGL
f L•I=T OUTSDE EDGEJOF TRAVELWAY I
!+1
O
oT�
c
BLVD f STA
RAMP `6_@-
I
3 BLVD rL -
_1 RAMP G,@
-� —� —1 ___
1 � — — _ry 06:02:13 AM fla•51.2Dt1
uv, — _ — ay _ - - — - _ --- i h - _,1•-.1. r"r L1'14OLCQ
as r rY gn SPECIAL - -1 O
IL(13 cr_-___� j uT-1 t �l$TA-�4034F35$! / STA AD37t5Bfi7 NB Plil r. - C °tii
rah` 1I.4Y LT TO SACKB - ,," 49.0f!'13�
cpw aso 77 7vr ram+ a� CONC BARlA� ` r
.81 A 1319+87A7 STA Jd40+8229
KT32ff391 /� i '' 6-58'LT TO -BACK OF
STA N334+356t)(1 LT
6/01? RT �y►�;`..
PRE REINF _CONO BAR. J / HOLCdMB BOULEVARD 315'TAPER a „n
i - SINGLE FACED- Boa y
co
STA_J033,+08.43, 662-5' 1'*�- ;' POT STA 1039+5229, 45Ad' RT Z
STA /033+58.92. 67 7' AM
f \ J o -BACK TOI $AR" _ POT STA I52l+8094
HOLCOM�I / N 343470.65.E 2501%0)2
_OA
POT,ST '?dJ+ 57 cmBASE ENTRY ROAD NOTE: SEE SHEETS CP125 THRU CP133 FOR RAMPS PLAN AND PROFILE AV
GUARDRAIL PDT STA 328+67.55 SEE SHEETS CP405 AND CP406 FOR INTERSECTION DETAILS MACTEC I RK&K JV
STA 1032+7528, 65J3'RT SEE SHEET CP502 FOR CONCRETE BARRIER.SPECIAL DETAIL
TO STA 1032+59.69. 64.96' RT
END CATCH PASS END
FULL SE PT POINT THRUIO% SE TRANS I(
..,.. ..{,.. ..;.. g.4% gib..
rc tao. i» eul•
P1=
EL =
BASEIENTRY
BASE ENTRY ROAD, BRIDGE
= RAMP P EL=13094'
BASE ENTRY ROAD VC�240'
86
HOLCOMB BLVD �y STA lC133+47.57K-
I BASE I ENTRY Rfi STA 328+67.65
r-ao3DDDz
STA 1028+00.00 SEXIST GRADE 0 PGL MAY 1 0 2011
Q ELEV 31.50
�I MEDIAN
10
1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 1033+00 1034+00 1035+00 1036
� n �
WB BLVD ST.A
P B STA 1300+
5
1300
V
I
sZ
70
_
s
J
Cr
6o
Ja_
Ct1
Q
'
Lz
4
00
J
A
d
z
5
E
N
50
-o
U
r
_j
d
RAMP
0 �
E
Er
aw
a
• O
;
HOLCOMB
BLVD ry STA 1037+6326
=
�T
W w
N
�
E
RAMP 0?
STA 170b+OO
HOLCOMB
BLVD-f-
40
j
z
O
U
1
o
RAMP
T
STA
=
N
g
rn
RAMP T9t5229
i BEGIN DUTCH
STA 1519+89-33
" T Z
i HOLCOMB BLVD
I
30
=
H
u
t�-
i
LL
--------
1-- -_- '-
•-_
ELEV 19.6.5
MEDIAN
-_----
a
Q
_
-T
ziE-----
SA7i�r-_
10
+ 00 103 7 + 00 1038 + 00 1039 + 00 1040 + 00 1041 + 00
�12592690
v E' 175 1475 -.
CP123
L
J

A
I
I
HOLCOMB BOULEVARD PT 5
POT STA 1041+07J8; 39A0' LT
RAMP N
POT STA 1800+U0�0
N 3435l8J3.E 250l86370
PC Sta. 87+0339
I
to
l/
rov-
.p
JIU�TI-PURPOSE TRAIL 44
�BLI�ERATE EXlSTl
+
O O�
PAVE MENF�LKP1
.. `
+
I
r �
275'TAPER —^
s( 00
H 46
— 0.- - --_ - - —w
- -
Lu
Z �
_ -- -----
N 5' 58' 04
315'T ER
O
G -- —
go
z
m�
KP N If PI = 1042+
EL = 11.63'
VC = 200'
K=100
f-13.0900%
I& BLVD C 1041f07J8 = 41
N @ STA 1800+00.00 d
C
to. 88t60.43 ' v / y MULTI -PURPOSE TRAIL 4 I
HOLCOMB BLVD SB PGL PI Sto 84+75BB PI Sto 87+8462
MATCH/ EXtSTlNGIwIDTt1: GRADE i & = 93' 34' 377'rLT1 p = 36-09' 469' rUt NAD g� SR5 2007 I I + 5
AND CROSS SLOPE / D = 14' 19 26Z D = 23' Or 40.4'
r ' 56 PGL STA 1045+37J6
ENp'PAVEMENT L = 65329' L = 157A4'
f i END GRADING & CONSTRUCHON T = 42579• T = 8123'
-MULTI-PURPOSE TRAIL I �' EXISTING MULTI -
POT STA 88+7982 END ROADWAY PAVFAf NT HOLCOMB BOULEVARD R = 4007AC7 R = 248Sr IlEllal��
HOLC04 �IXiLEi!ARD
I HOLCOMB BOULEVARD PURPOSE TRAIL STA STA loU+78S0 sc� w rccr
STA 1042+g5.33:.-72.88'LF STA 1045+51.Af1 N 344390.05
3802B7 ISTA 1043+822c3 N 3440i3.66 E 2501 39JI
E 2
— — _— 43DV LT ~ , v E zsos6an u
+� � — ^ �u
- - - - - - - ca T s:a- - - - - - c
- - - - - - — - - -01 s- - - - -- - - - - - - - - -oi i- - - - - - - - - - - - - e� i- - -
=�-� - "- = -a---------------------------T - ----------T--- --I-f-1� 11-
. ;�,•,F lI, 23.T W-aas�- ��- -
_ N —Y� ------ — — — — — — — — -----------
- �--- -- �
-------- N-4 42' 15.4'-W- w `----- - ----- ------------ wW --- - - - - - - -
.rW
— — — — — — — -- �--�—u..----- NIAVFAC
�'fir ,.: s sue.'.-z:i.-�:;•�.:t� ..4` �— — — — --_
. .. `� �!! - - — `•`-'��`".' — ► — — — — — —�-�_ `=t- •1.L'3' — ^ w — — _ — — — — 06 02. 16 PM04 201 7
' I l ...-.-T"•r`..,r'"' ,.. ^�✓k✓'ti:r• — —_ — _ �r�RW-. �.OS'UrA•-a.��,�4
II e SAWCUT NB PGL SFA 1045470.53 oiftf �°1
STA 1043+98.71 ` ' •F SEAL '
r t q1.93' RT Q035U3,
i rHOLCOMB BLVD HOLCOMB BLVD NB PGLtu
!;�`P
DTZ
4rm
NOTE. SEE SHEETS C 25 U C•P! THR P133 f
+ FOR RAMPS PLAN AND PROFILES
SEE SHEETS CP262 AND CP263 MACTECIRKBKJV
FOR TRAIL MULTI -PURPOSE TRAIL PROFILES .
IU43t8d23 PI = 1044+80.00
956' EL = 933' 1
- PGL 0 HOLCOMB BLVD
1 l—
EXIST—GRADE e PGL
MATCH EXISTING
STA IQ43f8823'
- -J 17l88% f+1052087
END DITCH
u� HOLCOMB, BLVD
r`�. $— STA-1045+51.00
$R v v, ELEV 920
°i $ MEDIAN
q k h l l
aW n
I I
WAY PAVEMENT
1041 i-00 1042+00
1043+00 1044+00 1045+00 1046+00
1047+00 1048+00
1049+00 1050+00 1051+00
7
1 A'
1052 +00
'P
E
E
5YT
i
AY 1 0 2011
�BY:,
l 1 1
1053 + 00 1054 + 00
=
a
oU�
30
�©
20
W2
-
r_
�o
�a
gip•
0.
=0
10
Z
cr
cri W
d
W
w
0.
W W
Z to
a
7
w
0
z
D IM
W
�c^
l0
5
N
�
Q
Q
m
J
.20
Q
sZ
uMF.
AS P107Eo
E—T uc.
PI3.3
-30 rcr•. uH .. w,
1055 + 00 59_693
scc: I?0 1049
CP124

1)
A
C
I L I J I T J
RAMP 0 PT STA 1707+5372
BASE ENTRY ROAD ! [
POT STA J19f86_%:47DL_ LT a F RAMP 0
N 343437,50,E 250l2!!,n � tv1 RGHpBBP MULTI -PURPOSE TRAIL 5
% PI S10 1102+34.76 PI SIC 114458DB Sips Ii y 3
q BASE ENTRY ROAD / 0 = 32' 19' 323" (RT) & = 3Z 19' 323' (RT)
`� ?
D = 7' 04' 24.8' D = r 28' 475'
PC SIC. &T+50J1 ��
fl L = 456.99' L = 432J7'
MULTI -PURPOSE TRAIL 4 � T = 234.76 T = 222. 19'
So
R = BIQAp R = 766D0
BASE ENTRY ROAD NS PGL / 711 i lIL&Z �
6? r SCALE IN FEET
¢ RAMP G PC STA 1100+OODO r c s t NOTE: SEE SHEETS CP262 THRU CP265
BASE ENTRY ROAD j Np FOR MULTI -PURPOSE TRAIL PROFILES a
POT STA 316+10594TAaRT / N Q I I I
N 343533.02.E 2500900.45 A
F �0� Fes' E/
S �0 R� �a Fr BASF ENTRY ROAD SB PGL 111 ®®
ASE pp�¢ TA 318+45.54 $ RAMP G
N� l 59-98 RT F PT �SfC.1104+5699 1i1� T 1
! �1
c' u� STA 1102+95-34
r
6.00'LT + oaozzoa>ua:.ia,zoi:
1 100 TAAER -► -f
s � g
t,
LA E
Sla. 116+68�c
r S -17M+ 63 .07 MULTI -PURPOSE TRAIL 5
5� 0� lQ- 4� 9,62 Lr ! 1 ]r111 111° ,` V
5 BEGIN CONSTRUCTION 1 ' i f`
PC StC. !l2+37
RAMP G REMOVE GAME WARDEN COMPLEX , i1 • MACTEC! RK&K JV
STA 1100+00,00
L`1H+
BEGIN
SE TRANS PC BEGIN END END BEGIN PASS
FULLI SE FULL SE PT SE TRANS SE TRANS THRU 01. =f,
6bTc Ta. Lep x» -tN
i !. I LEFT OUTSIDE EDGE OF TRAVELWAY i I "
...... I -- 657 4%
60 25% 1 RAMP G PGL f : 2.5% ...... C 60 �. .K.
=2.5%
u'1
-6.6% I RIGHT OUTSIDE EDGE 'OF TRAVELWAY i I' I ': i V v sILL
1100+33.00 1100+33A0 1104+56.99 1105+22.99 1107+52.79 11084-05.91 + s
50 IrOo+oo.oa co 50 -
PI=-I1r7'7+47D0 � 2 o
66' I EL = 3654' J Y a
PI = 1104+8(1p0 VC = W r S p a
K=45 �I
40 PGL ra RAMP G yC = 90Q 40 m
BEGIN GR,lDE PGL c BASE ENTRY ROAD K =-65 0
47' p/5 FROM ! •� r-1IGG00% to y d Q a
IfOLCOMB BOULEVARD C +I�'" " / Lu Q
v RAMP G STA IIM+00.00 _ y_ r --- --- -------- Z = p m u
30 cr
Lq EL.24.54 _(.+)1I00% r+12 � J 3Q � co F_ a
E— — (- ! ! I I_ 6--���_ _ 'w' z r Z a
i _ j +) a
EXIST GRADE la PGL �'. �" I Lu
END DITCH U w uJ
20 _ -
I.. . RAMP G
--------------------------------------------- ---- _ ...--..+1 ?�`% ELEtir29J LOf
-- --- �- � Z � Z f!J [r
20 z w m �
....................... . . w g
BEGIN DITCH END DITCH ' sLu N o
BEGIN DITCH $€ RAMP G RAMP G 4 4 z m
1Q STA NO3+83.7I i t 10 co-
RA11P G g10 STAELEV 105M RT e U
�.:,� ELEV"2I.45-LT w-�` �._ r � •:� I � LL �,
STA 1/OO+OQAO ELEV 2400 RT f N J U
ELEV l726 11 Q m '
0 aCW MAY ] 0 2011
�E 0 Q �
y O
sZ
T Z
y
i_ y.was IdOiED
—10 T-10,z F a« . ~:ea
1100 + 00 1101 + 00 1102 + 00 1103 + 00 1104 + 00 1105 + 00 1106 + 00 1107 + 00 1108 + 00 "`1 7-592G92
rice HI 104U
CP125
1 _z ^
L
T

am
RGH088P
HQLCOMB BDULEvARDvN�,e
C_HOLCOMB BOULEVARD! t
�x RAMP' f' 4' ; \ . MDCONSTIt UC7ION' ��
RAMP G
STIS++7&27
'tP PC Sta. 1108+9658 ' t 6 \ .1, RAMP G POOT STA
A RD
111 +2127
o STA E14t5 .9.92� �\ - POT STA 1029f89-64
342506.99.E 250198(14'Y
RA41P G $ \S'STA'1I r k' 1� _ r ''
T Sla. N19+2016� , 'LT 3,' `2q' 2 A 1 '
RAMP G PC STA 11152.82 f,R , ' �� 4 11�` I/
RAMP 0 �� 15� 3 , 1 STA
p,R383
` 33 � DO. STA 1114+0785 �1� 1908'RT
N 342532-X E 2501�¢12.47
Sta.121+07.83 $ 25.66' RT _ .+ TA r,T28.Qs,
�a� R � 111111\
sl
\ r 1�
S 65' 38' 55.5' E ,
16A0' RT cr STA 1112+47.82 RAMP Q 1 t
��.
MULTI -PURPOSE TRAIL 5 \ 27,8Y RT r�� _�--� ° u is l �t ��1
Ts Sto. 1_2GI *5u12 y -0�
1 1
` t�0 STA IN4+08.72 11 . �� ` -
PC Sto.123+8466 \ h X 37.62' RF
��GQ1 SC sta. 12Q2+$102 \1 •1
<<
MULTI -PURPOSE TRAIL 5 5� ��� HOLCOMB BOULEVARD SB PGL
P1 Sta 1111+9085
(LTJ
PI Sta 121+4226
PI Sto 124+8113
� rRT1
D = IZ 27' 202'
D = If 22' 05.6
D = If 14' 041
L = 52358'
L = 68.75'
L = 190.69'
S
T = 29427'
T = 34.43'
T = 96.47'�
NOTE: SEE SHEETS CP262 THRU CP265
R = 460.00'
R = 504j00'
R = 510D0'
FOR MULTI -PURPOSE TRAIL PROFILES
'POINT P C
60 FULL � E
50 + 1108+59.0 � R09+419!
04 Ir08+9638
0
40
eEcrN DITCH
= RAMP, G
STA !!l0+50.00
20 � ELEV 30.GL] R,
5Lo
RIGID QUTSIDEI EDGE OF TRAVELWAY
RAMP G PGL I I
I I I !
LEFT 'OUTSIDE EDGE OF TRAVELWAY
RAMP G $ STA 1112+52.82 =
RAMP 0 $ STA' 1200+00.00 RAMP 0
,L 0 RA
MP G
I
_ � --- -- --!- _ _----- — ___—Lw
-13G800� I
i (-)03430% 1
RIGID QUTSIDEI EDGE OF TRAVELWAY
RAMP G PGL I I
I I I !
LEFT 'OUTSIDE EDGE OF TRAVELWAY
RAMP G $ STA 1112+52.82 =
RAMP 0 $ STA' 1200+00.00 RAMP 0
,L 0 RA
MP G
I
_ � --- -- --!- _ _----- — ___—Lw
-13G800� I
i (-)03430% 1
END
CATCH PASS EA
FULL SE
PT
POINT THRU 07 SE T
-; .6
F
1113+74
e3
1115+6923 1115+
11141-20.16
!l14+9329
Pr = 1u5+
P1= 1115+05.00
EL 30.
EL = 28.51'
VC-=-145-
K=38
r-103aaoi
4
(-1106p7%
.+128OOGY
�
ENO DITCH
RAMP G E��
STA 1113+50.00
ELEV 2793 RT
IN DITCH a
o G I `. -
-H13+00D0 0-1L
1 2785 I LT
DITCH
1109+00 1110+00 1111+00 1112+00 1113+00 1114+00 1115+00 1116+00
9 r) I 7 I A
END GRADE I
HOLCOMB-BOULEVABD
RAMP I G STA 1115+78.27
EL. 30.56 I
MA 1 0 2011
1
7
0
ao
o,
s p Is so
SCALE IN FEET
Omni
MAYFARC
06-02.23Pu 7
Ufa
o;AESf�
~ SEAL z •S
13
MACTEC i fRKBK JVMe
.W14p,
. M
Tcf
FG
IN- GIP low
Sup
60
.��
a
sr
`50�
�'
UJ
50
2- z
a.
❑_�
a:
Jam-
m
40
o
tr
<�
as
30
'0'
z
�' ►°C-
r ZLu
`1
L
a
A
z
Z�
20
(9
z
oar
_ c�
;
W
n.
i
F
u
C
10
E
i J
z
N
ro
e
F
t�
an
O
0
ti.E
.ywT
0
L
J Q
2
Q
S
AS ?ATE
_10
1359269
b Er I._
a i7•I4
CP12fi
I
4-
J
I

z
A
C,
L
i
L
I
a
_I
L.
.o
T
RNHOBBP
Pls Sta 1801+65J6
Bs = 21' 54' 26.0'
Ls = 130.00'
LT = 87.34'
ST = 43.95'
PI Sta 1803+0233
A = 58' 08 327' (RT)
D = 33 42' 12Z
L = l725r
T = 9451'
R = 170.00'
Pis Sta 1804+2428
Bs = 21'54' 26l1'
Ls = 13ODlY
LT = 8734'
ST = 4395'
MULTI -PURPOSE TRAIL 4
PI Sta 84+75.88
0 = 9-734'377'lLT1
D = 1419' 26Z
L = 65329'
T = 42579'
R = 400.00'
PI Sta 87+84.62
0 = 36'09'469tLTI
D = 23' Or 40.4'
L = 15704'
T = 8123'
R = 2480'
40
30
20
10
STA 1038+70.01 $ RAMP T
55.8r LTA , f / - RAM
RAMP T POT STA 1 1T
HOLCOMB BOULEVARD fi /', �5 �� ?:J %! �.N
POT STA 1039+5229. 45 00 RT • ��
N 343470,65.E 250196oJ2
TS Sta. 1800+77.82 / / // h , �ti / ' '2•-
0STA'I8031.
f
RAMP N POT STA 1800+00A0 /
HOLCOMB BOULEVARD / / f
A'
POT STA 1041+07J8. 39A0 LT
N 34361813 E 250186370
0. T STA-
u 80ULEVAR S
R6037+6_3 .0
278. 5 7; vX�Q
P d IS UCTION \\ \
RAMP O _>- ; \ \
STA-1700+43.00'1 \ 25 0 25 50
_tto. 1700+8336 I \ \ \ '� \ \ p"Es r� ` ` [ l e lSCALE W FEET
J
\ STA +54.71
r 3 /, \b 0.00 RT
/0 1
CS Sta. 1803+8033
+35 sj
8.00' LT
STA 1,90213651 p RAMP 0
W O W
12.74' LT 4 \\
Oki 1��. - i � � RAISiP N TS STA l805+1033
��$d�` RAMP 0 "\ 1605 � \\
STA 1703+34.42, 26D0' RT a
N 343308.39.E 2501601.94
END CONSTRICTION
HOLCOMB BLVD N .r�'� � � BASE ENTRYROAD
HOLCOMB BLVD SB PGL '� A �'' Q �� STA 1805+1033
HOLCOMB BLVD NB PGA �' N" !:� PC S1 8T+0339
r STA 1704157.74 2 2
P .88+60.43 �� ,42.00'RT �' 4'
i.f J BEGIN CONSTRUCTION X '�1' 4 24' 4'
a' �gL6ND PAVEMENT RAMP N . �
MULTI -PURPOSE TRAIL 4 STA 1800+00.00
POT STA 88'179.82 MULTI -PURPOSE TRAIL 4
N 343802.87
250161450
1043+82.28 ]r
te6 43.00 LT MATCH EXISTING WIDTH, GRADE ! b
AND CROSS SLOPE V�
cs /
NOTE: SEE SHEETS CP262 THRU CP265 FOR MULTI -PURPOSE TRAIL PROFILES
cr PTr
BEGIN SE BEGIN END END SE
TRANS FULL- ,F LEFT -OUTSIDE FULL 5E TRANS
8.0% -i i EDGE OF ITRAVELWAIY j--..-.8A%
0%07
2.5%.-. ............ .........' L I I? I RAMP I N PGL
6 0
8.0% I I RIGHT OUTSIDE ( -8.07
i800+00 I800+77.82 1 1802+07,82 EDGE OF TRAVELWAY1803+80: I3 1805+10.33
+5 PI = 18000.00 P1= 18011111+00D PI=-r804+G0A0
EL-=-16Jr EL ='A63'
VC = 30' VC = 20' PGL & RAMP N EL - 2450' END GRADE
K = 47 K = 27 1 I N HOLCOMB BOULEVI
PGL La Sig HOLCOMB PGL I EXIST GRADE c PGL RAMP N STA 1905+
29' 0/S FROM �� N EL z7.23
BEGIN GRADE
BOULE
RAMP NHO�COBST.4 1800+ -- _�-- ;-- ftj� $B�� .......€-- PGL P RAMP 0
FL i4.91
26'OIS FROM
_ -
'
�� BEGIN DITCH
END DITCH
5��8D0+00.00
STA I802+50.00
STA 180
ELEV l6.98
RT
ELEv rO.Da RT
I
i
1800 + 00 1801 + 00 1802 + 00
1 r71 7
1803 + 00 1804 + 00 1805 + 00
MAY
0
1011
i .
DEES S fp'}7 �'
`03� aW 3
.....,.E„�
DLF
im
Oil
MACTEC I RKB.K JVMo
,up
uv.�aa.
a urL
Xs d
I.• Gap Ic-
eUP
PU.cu
60
�Eu;n w•.r.•
50s
s
w
Boa
40❑
2z
wz
Q
CD a
30
L'
w
Z
m�
co z
z
c
W
a
w
w
K
z CO
COo
20
z
w
OQ
L)
c
a
cn
w
w
�
i
10
>E
t J
=
LLz
-
m
Q
-F
�E
` Q
_j
�T
n
V
a z
_
X-LE-
AS NOiE
Ecw.cEr rK„
PI3H
cx;rx. cu
rF. rm.
-10
1_55?69�
iMEEI I_3
tr I04=
CP127

1)
z
A
r-
'm
30
Iwo
� L J I
BASS"-.E,yTjR`Y ROAD \
�0•
p FWD CONSTRUCTIO
BLVD N \s` y �,�;�SB PGL -f 13 qr RAMP O
\ � Z � rH.-.'i / � t � STA l7tii+53.72
\ \� \,` 1 �. _` `3.j �HOLCOMB BLVD
1 la OIJI,(l HOLCDMB# LVD STA 1704+57.74
�\ 1r C-A j 1 r I NB PGP �•
Cn O tl �` L I ,n
STA 1700#78.00 42.IXJ RT
o STA 321+30.8 ti 7DA
R T \\ \` 1 y� mlI E
�? t 6 r STA 1803,36.2,5 A 1
- �h 7,00+633b 8Oa a ro
BEGIN CONSTRUCTION y \� 1 1 +1��cy 11 R ti p ..ST}S 17D1+59.71 n
_�. y `'� ,30.09RT Amp n b
STA 1700+43.00
.� � 1 11' r2a ACC. LANE 300' TAPER
\ 1 1�.-' 11 v- ,✓ STA 1705t44.73
RAMP 0 POT STA 1700+OOD0 �^ , ,1 ` z5x,, �J i 6 v- RAMP N
HOLCOMB BOULEVARD Z� �11 5 �a1 _��
POT STA 1037+6326:OD0'LT �' ti! �',. 1\ ��11. /RAMP N ST STA 1805+NJ.33 l� I
N 343278 57.E 250193077 ,hj,p 4 1 1 1 ZS ' ��� k /( RAMP 0 RAMP 0
A03+J4.42: Z6-0R RF RAMP 0 PT STA 1707+5372
POT STA
\ MULTI -PURPOSE TRAIL 4
N 343308.39.E 250I60194 BASE ENTRY ROAD
��� POT STA 319+22J7; 4700 LT
RAMP T POT STA 1521+6094 \ 1 1 h,1 \, Q 1 t C�j. N 343437 50 E 250121117
HOLCOMB BOULEVARD
POT STA 1039+5229; 45Da RT i4l O
E 250196OJ2
l
y RAMP G Z
p 15 50
I.lI-PURPOSE TRAIL 5 suu L, FTET
� Z
RAMP G PC STA 1100+00D0,
BASE ENTRY ROAD
'-jQOT STA 3f6+1099; 47D0' RT o
Id NJ4 Z. E 2500900 45
Bgsf �
ti E�TRr
Rpq�
ti
PC Sla.80+5OJ0
STA 319110.45
75.Oa LT
ROHOBBP MULTI -PURPOSE TRAIL 4 1 11 1 1
PI Sia 1704-t31.82 PI S1a 84+75.B8
a 38' 36' 055' (RT ) p = 93' 34' 377' lLT J 12 1
1 x
D 5' 45' = , } �
1
NOTE: SEE SHEETS CP262 THRU CP265 FOR MULTI -PURPOSE TRAIL PROFILES
= L = 65329' 532 L 670.35' ` � I
�
T = 348,45' T = 425.79 1 �
R = 9954D' R = 4OOjW - -
I
�
1
BEGIN
BEGIN
END PT END
I-OYTSIDE[IE17V^E_OErT.RAVELI'AY
SE T'¢iANS
PCFI{tL SE
FULL SE 60/ SE TRAMS
E25%
3A3% •-: t i i i I
I
I
I I RAMP 0 PGL
I RIGHT OUTSIDE EDGE OF TRAVELwAY ��.
-_2.
.5.,
1700f00:00-ROD+83:36-f700+83-3b
I707+'2539�-60%
PI = 1700443M
EL 25.32'
P1- 1705+20.00 I f707+53.72
EL = P! = 1707- 00.00
P1= 1700415DO
3293'
VC = 185' EL = 29.44'
EL-26D2 P1=-1701+20A0
RAMP N
P1= 1700+03D0 EL = 24.01'
EL = 26.23' VC = 154'
l+J(1 SOOp% RAMP O
,o (�)1.7500% RAMP N
STA (703+34.42
' STA 1805+1033
;
PGL v RAMP 0 PGL v,
I 47' 0/S
I (+)2.23 -
BASE ENTRY ROAD
FROM rL
4gpi I I
END
GRADE
N HOLCOMB BOULEVARD
RAMP O STA 1707+S3.T.
BEGIN-D1rCH
1+J22300% RAMP 0! i -
1 +J OB0837 STA 11702+00.00 - -
T ELEV 2355 LT
BEGIN DITCH
RAMP-O
STA 1700471.33
ELEV 22.51 LT FXIST GRADE v PGL
BEGIN GRADE
-
HOLCOMB-BOULEVARD-RAMP O STA 176+43.00
EL.25.32
1700 + 00 1701 + 00 1702 + 00 1703 + 00 1704 + 00 1705 + 00 1706 + 00 1707 + 00
I z A
MAY
a 2011
gY
1
- IFAC
0602 24 PM
T-05.01 'IM4_ r r._
��tSEALGtp�`�lryYit =.
MACTECIRK&K N
xs TC W- Gap I.-+ -uP
,xu nciwl.
T�
w
§ 7 J
ysa o 0
L
�z W©
a
_U
z z
¢ W
tu
zLLI
z 0
z w L)
U3 m
u _N p
>� z m
x� N�"m
s z 9 Z
4
5 00TED
I.59255=.
CP128

I
1)
1
A
r=
BEGIN 'APPRI, SLAB
8AS£\ENTRY'*A B PGL
- ! µSTA 327t58V9 \ \� ' Au` i I I l I s
1 �n,�\� \ \ \ "s\c £yY R P T Ict -f--[ -
�- END GUARDRAIL' L 1
\STA 1310+13.12 `� \ \ J
>�J7L6' RT HOLLom§, B LEVARDi\
;So b �v ti � � , � \ POT'.STA 1013f4f.57
STA 326+853 �k1� _ S 1 - BASE,ENTRY i40AD f
STA 13067 5i 00 RF : t ` 0 `POT o k 328f6i b5 o
10AO LT CS510. 1309+2622
�` l \ B PS ENT Ri ROAD-0 o 25 50
-'GIN GUARDRAIL 4 1 s �; 1 \ o BAS S NTRY RLt4D, 111scuE N FE l
STA 130912021 B
14DO' RT crt�u sso c �`V R\- \ \ \ • %' ,�
�f ,( ! ! 36' RT STA l310+O4.59 1 rnE`a-»
STA 1309f7692 1534' RT STA 13/0-132.39A,
13DO' RT / RT
RAMP P POT STA 1310+5622, c,
G�•, / BASE ENTRY ROAD ED
ST STA 328+45.00r 47A10' RT
0 ( N 34284081.E 2501918.34 .1
IYCSNSrRO1CTION
RAMP P TS ST 1300fooy.00 STA Islo+s�` 1 , i `r ' - \/� :. ! \:
\ \ D6 (32,52 PM0N4•li•20t,
HOLCO B BOULEVARD 1 �1 � , i i - �► O
PDT ' � STA 1033 7.04:39LJ0'LT BEGIN CONSTRUCTION l Nt`,RETL� COVE \ � Acy�•,�
/ ! % N 342820.69. E 2501929-32 RAMP P��1 ��
LL } STA 1300+00.001 asx s . y \� " SEA
SC Sta. 1301+30D0 ; w4 �� 1` ` k { y - r� \\ k - v 5
✓ i �' f f \ ,��. O S�-
}j Jw
\ DE ;.: -
STA 1031 -21,76 04 BASE E R0
01t8328 5720 CT 4}-
STA�r 0MB 8W
, i
14.72 END:N TFfC'� STA 111: 7 II RAMP G POT STA p16+212yL.i
RPHOBBP \ ` 1"' �Ct
PIS Sfa 1309+70J7 PIS Sta 1300+8734 •�� \ \ \ j1 HOLCOMB BOULEVARD
/ \ F RAir P 2.5' C & G ` 1 1 I POT STA 1029+89.64:O.W' LT \ >- �� \ \
Bs - 2r 54' 26.0' 95 = 2r 54' 26.0' o \ ,� \ + r
Al
Ls - 130.W Ls = 130jo0 f < — 4u • 4 4 , ` ` ,r. \
LT 8724' LT = 8734' r • 41 1S � l L N 34250699.E 2501981J4 \ - K � „ \ \ � MACTEC ! R1C8K JV
ST 4395' ST = 43.95'
P7 Stu 1303+049NB PGL HOLCOMB �LVD
b // -� g STA 1302+5925 1 111 ` l L +I
A = 268' 2r 12.3' (PT) �+ 6.00' LT
D - 33' 4Z 12Z RAMP G I`�
L - 79622' MULTI -PURPOSE TRAIL 5 RA 11111
T = 17' HOLCOMQBBLV
R = 170.0 D'
PC/ PT/ ate• reMlw ct.•<� :.,
BEGIN BEGIN �m
END
SE TRANS FULL SF I F LL� E SE TRANS -
80 ! LEFT 0(lTSIDE EDGE OF TRAVELWAY 8O
5 RAMP P AL
0%---:
EEuj
t I RIGHT OUTSIDE EDGE OF TRAVELWAY
70 -8A% ? I - �_ P1=-131O+W 00 • -8.07 70
1300-F00.00 1301+30.00 i309+2b22 EL = 56J5' 1310+56.22 aCL
VC = 30' rn o
PGL 0BASE ENTRY ROAD n = 41' w d
60 97'0/S FRDM `n 60 p a0 Z z
fJ3D900� I ��2 a a a
BEGIN GRADE I END GRADE IL
HOLCOMB BOULEVARD HOLCOMB BOpLEVARD <O i
5O PGL 0 RANA PCL
•-•RAMP-P-STA-1300+00.00 RAMP_P_STA J310.+SG31 �O ti m
EL 31,16 EL 5719 2 IL
P1= 1300+50L10 P! = 1303+WJX1 w
EC = 323!' EL = 29.4r L w
40 VC = 30 VC = 190
z Z in i
K-38 AO z Lq O 9 w
PGL v SR HOLCOMB m
f+ 3000% r-N 24 O/S' FROM ro- s ] w o
— — — /--..... I — ----- — — r----1 .....------------ --------------= -= _ I C J 0 — � W � Z
30---------- -- : - ----- - 2� ----- I f` - `! • - -� '- ` c3 � m
- -n-- •• ------ ----- ----- - - =�— E
y I- -I - _ - _ - ---- - --- t
f - r-N�6tlCli fLJ 0,3400Xi r -_--_�__�_............ I «__ F u
l r�6r� 4 aw . 1
EXIST GRADE V PGL y, n END DITCH E - o
20 BEG1N`DITCH uaj gr`�j —MAY_ U1_ RAMP-P Yi 20 ¢ z - z
RAMP P b'n o STA 1310t00.00 o 7
STA 1301t00.00 ^� N '? ELEV 30.00 RT SSa Ee a5 allIED
10 ELFV 28.00 1 T W 4 w � .€ I 10 P <«v ..
1300 + 00 1301 + 00 1302 + 00 1303 + 00 130A + 00 1305 + 00 1306 + 00 1307 + 00 1308 + 00 1309 + 00 1310 + 00 ""F+` °Fi �n 5X0s_ erg e
�.
SME, 1�5 Ss oiy
CP129
1 7 7 A C "'•
J
..J

7
A
C
m m
:M
ROHOBBP MULTI -PURPOSE TRAIL 5
Pls Sto 1202+2466
P! Sto 124+81J3
Bs = I6' 09 373'
6, = 2!' 25' 232' (RT)
Ls = 110.07
D = 1 r4' 04r
LT = 7364'
L = 190.69'
ST = 3695'
T = 96.47'
R = 510.00
PI Sto 1203+43J2
0 = 45 39 582'(RT)
D = 29 2Z 56e
L = 155.42'
T = 82J0'
R = 195.00'
PIs Sto 1204+5338
Bs = 16' 09 373'
Ls = 110.017
LT = 73,64'
ST = 3695'
60
50
40
I
STA 1028+0929
LT
STA 11I4+07 \\\ \ a 2$"\\ \\ \ ♦\\ �\ \ ._ HOLCOMB BOULEVARD NB PGL ��� B�
\� T STA f P02f3a
IF 6.00't4T�\ \ \ - \ \ \ \ HRLCOMB BOULEVARD 'p3
\\�\r, pQ�
JL3 RAMP P
\ p_ STA i203 bZ7b �` �. \ \ �C'o\ \ \\ s P ss so
p ��• ���R 6.00'LTrrs IN �FEEr
RAMP R
POT STA' I260 ub,
j , SC Sio. I�LD 1 2 ,. \ \ \ \ -. RLCOMB BOULEVARD SS
\ $
RAMP G hh�
POT STA 1112+52B2: l2ACY RT 30 ! CS SIG. 1204 05.44
N 34253236,E 250I61 7 65 Q/ 37.62'RT � \_ \
o � G q Qj TS Sta. 1201+51.02
RAMP G mp
BEGIN CONSTRUCTION RAMP 0 ST STA 1205+2
RAMP Q HOLCOMB BOULEVAR
R / O STA 1 STA 1112+47B2 POT STA 1026+48J2. 39.W' LT
APB STA 112
30U / N 27.81' Rr N 34217167.E 250189985 \ \ \\ \ \ \ \
EENDPCO CONSTRUCTION \ \ E \ \ \ \ \ \\ \ \
�Q STA 1205+26.442�
h r \ PT Sta. 125+7535 \
v k t \ \ F MULTI -PURPOSE TRAIL 5 "j \
\ \ oo `\
\9 \ a
\ \ \\ A
BEGIN I
PC/
I I I I PT/
—SE+----PASS---CATCH
BEGIN
$EGlN END -
TRANS THRU 07 POINT
SE TRANS
FULL SE I LEFT OUTSIDE FULL SE
II EDGE OF TRAVELWAY
8.0% -
l fEl
RAMP OIPGL
-!.4%...
: '
-36'. ;
I RIGHT OUTSIDE
I KEDGE OF TRAVELWAY
i
00+OO,W 12W+71J4 1201f51.02I
1202+61-02 12O4+I6.
I 1
1200f255A-120019120
BEGIN GRADE
' P1= 1203+94A0 P! 1204+50.00
HOLCOMB BOULEVARD EL=-1SOI) EL ; 3022' EL F= 3092
RAMP Q STA 1200+00.00 VC = 30, VC ; 40
—EL 31.95 VC-= K-= 40 K-?-26
PGL 0 RAMP G HOLCOMB
!2 0/5 FFROM
1 PGLI 0 RAMP
------------------------
__-�--- , - r.05 0/, t+ .5(
r-i �
�q q................I..... -
Z8EGIINDITCH g
RAMP 0 I
STA' 1201+00.00
ELEV 27.76 RT
EXIST GRADE a #PGL
JPGL 8 58 HOLCOMB
24'0/S FROM F l
+)12600% I r-A03 IOOO,'
I+)050001 --i' (+)I.26�%
....... ................................. ...
'-) 0.30027 II 1
1200 + 00 1201 + 00 1202 + 00 1203 + 00
7
12 04 + 00
TRANS
1205+00
A
HOLCOMB BOULEYARD
RAMP Q STA 1205+26.44
EL. 30.70
- END -DITCH
RAMP 0
STA 1095+26.44
ELEV 2 3.70 RT T_
- s _
NOUFAMC
06.02.36 P;
ea SEAL yam!
INix.• �J�
MACFECIRKBKJV
rp [�.rFr4F xP�P'
rt:nir
SPS 1N, i! III
- TC ILI. G4.- 1, A!7P
ws�
�w wvar
rSF [w�PP,�N
d[ni� q+lu
V
U d
w
J
yg
o
Boa
mZ
=
�z
cn wO
z
J
a
IL
=0
m}
C
I
Mw
z
cr
a
a
w
w
z w
o
w0a
z
DUB
-
yk
J
w
N_ w
z
o
yF
Z
m
�a
LL
m�
m
z
-i
O
u
a
rzs
z
z
y g
s
sr+5rn, uF�rx. xo.
re12592697
I F, IV49
CP130
c+...Lw nuiy�t ua ;x _Lya

I
1)
I
FA
A
a
-4,/
-T
\1\\-WASEVAITRY,Ao� B VL AG
BASE "ENTRY ROAD
11FOLCOMB ILVO
F 0\
130 \X�l U 6 ,
--A 'Na
=43 RAV,- S o:: ell
\W '&." A
�T7 ROAD, S -ML
Q4, 3 , ��C� 2-
HOLCOMB BLVD Is, 408+4f.40 PC
STA
57B5?WT -,-�P,AZ,402497.07 .7.44= 7� 'TA 14JI*12.6
HOXOMB BLVb
IF
=r St .1405'+14.66 r S 140 +14J56
c
071- X
LIT
BEGIN CONSTRUCTION
HADNOT SERVICE ROAD
i'l; POT 4000 + W
GL BEGrw1colvSTRUC7T0N
SM1400+00.00
/A
RA& S POT STA 1400*OODO
HOLCOMB BOULEVARD
POT STA 1020+8926:45,00`17T
8 34162524.E 250178329
I 'r F
PASS
70 THRU 07
C-t,cg- BEGIN
-
N 3 41858.80, E ZS02654.82
4000
%L
ES: 1. CROSS SLOPES WITHIN THE RAILROAD CROSSING SHALL'
MATCH THE EXISTING RAILROAD GRADE HAONOT SERVICE ROAD
2. SEE SHEETS CTO.CT40I.CT402 & CT50f f DRIVEWAY 4
FOR RAIL CROSSING DETAILS
RAMP S PT STA11412f5566
BASE ENTRY ROAD
POT STA 342*4d.54,47DO'RT END CONSTRUCTION
RSHOBBP N 34180950,E 2502827,03 RAM
1,65-98 PI STA 1412+SS.66
PI Sto 1403 Sto 1410-f74.88
A a 59 5e 53f (RT) iN = 65'55'52Z*lRT) END CONSTRUCTION
0 - 15* 54'55B' D = 15*5455Z' HADNOT SERVICE ROAD
L - 32033' L = 41426' POT 460I+74.90
T - 171.64' T = 233.48r
R - 360,07 R 360.W E N 341692.2502708.2246
SE TRANS POINT PC FULL'
IiII
SE I I I I FULL SE PT TRANS ITRANS PCI FULL SE iI
FULL S
LEFT OUTSIDE EDGE OF TRAVELWAYI 7.07 f %
II
FIl
:7-07 :2.57 LEFT cAui SILAE EDGE OF TRAVELWAY
7,0;/
60 RAMP[ S FGL . ..... - - ----- RAMP PGL
RIGHT dVrSIOE EDGE OF TRAVELWAYt jRtGHT OUTSIDE EDGE OF TAAVELWAY I
7.0Y -------
34 1402+45-34 82.6 114-0- 5,,-+14.66 1405 t78.65 . 1412-�23.6 1406;k.45 /40/+,9 1404 f 1406 t64.59 1407 5 114 8-t4l.40, 1408-f73.40 6
50 1 1
140t;f-49 -1406+109 zl
11 PI= 1411*1601)0 P,
�N
B1 E PI 1402+54.00 PRE. -CAST CONCRETE P/ - 1408 +00.00 EL - 31.
EL 322r c RAMP�s PANELS AT RAILROAD PGL v BASE ENTRY ROAD EL 32Je
L30, PGL CROSSING EL - 29.48' 47'0, S FROM VC 35
40 OMB BOULEVARD VC VC - 50' END DITCH Ivc - w K
-S-STA'-1400WOO.6� K-- I EXIST -GRADE Q-p6t-. --K=4O-R�4P­S---
PGL 0 NB HOLCOMB END DITCH
EL- 3L45 140R, STA 140-9+06.00
24'DIS F, ROM 8
L)0.30007 f I �-1 -)/
6 ' ELEV 28JI LT
STA tp7DO I
30 ELEV 25.&0 RT f+JO.75QO7 (.-)7-91
-0.50297 -00.
I (=J-flJn7 ------- ------ ---- -------
------- --- ------- -------- --- ---------- .........
---------- Wo --- If I
f-107196% END DITCH r-1 IJ02OX Ut) f+ 5z
20 1BEGN-DITCH (-10757
RAMP 5 -
R STA I
1
STA 1403-t25.00 ELEV 5+ LT
orWiv DITCH N ELEV 26-32 LT GIN CH
it t I Lo Irl MAY 1 0 2 0 1�1
10 RAMP S I is RAMPSOu II m
5 /A 14U()400.00 7:T24 BEGIN DITCH T. ti-i-
ELEV Z2�95 RT ELEV 26.72)RT /I RA44P Sl �-L
STA 406 fQO.QO
0 1 1 ELEV 125.00 J
1400+00 1401+00 1402+00 1403+00 1404+00 1405.1-00 1406+00 1407+00 1408+00 1409+00 1410+00 1411+00 1412+00
9 1 1) 1 -z 1 11 1
1.�
r
R44
F�Tj
Q
IN FEET
NPUFAC
SA
u.
nTz
m
9 TZ
MACTECtRK&KJV
TRANS
i,
60
j z
tE
.07
z
50
C'
IL
Ln
0
END GRADE
40
L)
CL
HOLCOMB-B VARD
129
z
cq z
RAMPS STA )1412+5.5.66
w
LL)
EL 30.71
w
LIJ
LU
30
3
0
z
0
Z
>
U-1
END
20
z
ca
-DITCH
s
is
A
STA 141 .55-55
ELEV RT
L
I E
10
z
0
WIN
E--T P13E3
0
API 2522697
ld� 7 10,19
CP1 31
r-_

A
3
50—_
40
30
20
0
_1n
I L
RAMP S PT STA 1412f55.66
BASE ENTRY ROAD
Pff STA 342+4634�47W RT - -
N 34180950. E _2_50_2_827D_3_—
�y y -►
N 500'TAPER „ 1 l50�TAPEB
TA 34649154
51.00'1iT
PT Sfe.1503+320
Sr
A-M
RAMP TOi'STRz1CTFON 776'LT
STA^: yJ5M+00.00
RAMP T PC STA 1500+00D0
BASE ENTRY ROAD
POT STA 345+23.49.47DV LT �� �� PINEY GREEN ROAD
\�
N 341609.22. E 2503040A5
1
PC! BEGf.
FULL, SE
/ RAMP T STA 1500+00.00
E4 31.22 ! !
PGL c BASE ENTRY ROAD
47'0/S FROM
RAOP 5-—
. � \ fir. r'I'� � _�•••,.r-�"LIn..,^..�
a r _,•,�`-`'•t''f Tab
4 1
BASE ENTRY ROAD
5 1 NI
PT /
FULL
f503-r
Pt a 15031
EL = 321E
VC 260'
9 96
57.22' LT! 1
STA 15(
6.00 LT
i f END
0% E TR)
[
+10.61
-- - - - - -- _ -
-=�- - - BASE -ENTRY ROAD S8 PGL , s
�3 r
EXPRESSWAY GUTTER
CL BASE ENTRY ROADSTA 1510450 TO STA 1511+50.00
o_
BASE ENTRY ROAD N8 PGL
RAMP T STA 1510450DO
6.00' LT a
ty� 8
HSRs
?pD
qs
nr�r �—
SCALE IN FEET
1�
06 03 41 P
LSfa, f5 f! 0322 U
PC 5fo, 1508-r IL7D _ rj C
_ t,j
1 RTHOBBP
PI Sto 1501+66.41 P1 Sto 1509+6726MIT
A, A = 5' 04' 54$ (LT) L1 = 15' 09' 331' (LT) �JIEM
`` 0 = r Jr 40.4' 0 = 5 33' 457'
L = 332.6r L = 27252'
{- T = 166.4r T = 137.06' /
4� R = 3750.00' R = 1430D0' MACTEG 1 RKkK N
y-
1r-,
W4: ✓.9
�1MIr
BEGIN PASS CATCH BEGIN END CATCH
'S SE TRANS THRU 07 POINT PC FULL SE RIGHT OUTSIDE FULL 5E PT POINT w� •{ u
EDGE OF TR*ELWAY
`!! -..... ...-._..................... - = E PGL T RAMP
m
f i•
' 5.EZ---- --->--- •-_�-• ---;--- I ! Imo. n � J �,
i : I I I I LEFT OUTSIDE
r r506+77.02 15074-37.37 1508-f7707 EDGE OF TRAVELWAY I �1511+31.49 3
P1,= 1506+25.00 1507+97.71 1511+0322 = Fz = -
EL-=-4t30 1510+56.55 50
VC = 269 IsoB+3o.70 = 5 N d
K I= 45 -
t o
(+13I.10� • A�Ji -f- 40 - °0 Z z
_ u�
< a
T bas
PCL e R i P T � � �� m >• '-
CL
v a
_ r-12BUXJi 30 z
Z w
f- -- ------- ------,--------- ;------- .----- -- -- -- _ -- --- (+103081J'. , �} ¢ 0. rar_.
W W z ran
EXIST GRADE ® PGL I Z 20 U >
Z
BEGIN
DITCH
- -_
_ =.r
TTYY�1�
, c
s
2
, �
SLE
i N Z
Ld
RAMP
STA-15o3+85
T I
Bo
24fJ0
— --MAY----
—2 D t �''
"
IIe-
W t
F—
10
J
.o
<
co
1
ELEV
r
N
a
p - �
sckc. AS NOTED
tvnoxn n:, FI;E3
1500 + 00 1501 + 00 1502 + 00 1503 + 00 1504 + 00 1505 + 00 1506 + 00 1507 + 00 1508 + 00 1509 + 00 1510 + 00 1511 + 00 R12592699
.t[+ [= IT IUD°
CP132
L

i
j PASS END SE LFtwi' PASS Ertl
fj THRU O% TRANS SE TRANS TNRU 07
SE T
601.........Iw: ............... 07
1511+ 96.55 l5r2+56 90 1514 Or 30 1514 L-90 15i5+
50
ur
T = 289,04'
R = 857,00'
8EGlN
PC FULL SE
23-39 1516454.72
z
A
w
ti
4GIN CONSTRUCTION MULTI -PURPOSE TRAIL 4
CUP 0
!'A 1700+43.00
- L9 RAMP N I N POT STA IWO*0 M
O POT STA 1700+00n0 llOX Y6 6"JLEVARD
U27.�F,�2*63-
ULEVARD T STA 1041+0716.39.W LT
726OMIT 34 61813.E 250166370
L50193077
C'
b r
BEd'
� �gryE� 1. •V a` � �, 06 Qa l5 PM 4)e•71.2011
"4--,,___
iij
'�CfH4txf
STA l040+882 T -
61.00' RTArm
7402 & CT501
S B�
/V MACTEC ! RK&K J11
,i WO
�isc.eein reel �6
FT_END- SE
I FULL SE TRANS «._ is ". CAP r-w &UP
OUT IDE EDGE OF TRAVELIVAY &4/
T PGL { { I { 25% 60
pful• Kri
OUTSIDE EDGE OF TR41ELWAY
=6:4% U is J w
1501149.61 150+80.94 d
63.5' 50 9gfl a
Q)i°�j CROSSING I € P! - 1516+50A0
40 + �=_l215� � "�'*I .PGL-0-RAMP-T-f EL=29Ir
C= 66EXIST GRADE La PGL K = 45
��- I "1 PGL NB NOLCOMB
cr a _ _ I!
30 ------ 'T - ; ---- -- - - r 1153 24'0/S FROM
_- -' " V� 3J765% - --� ---- _
20 Z _ L-123448/ r-! 07865f. t *! _ - ---- ---- 71 ---- - --- -
J END DITCH
_ RAMP T
N o ISEGIN CH 00
LEV 24DO 1516-60,RT T
' STA-1514t9Grj0 —END-DITCH
1 ELEV 23.401 LT RAMSTA�S6+OOQO
END DITCH ELEV 25.29 LT
0 sTA 15R 2- 1 BEGIN-PIITCH
ELEV 20.70 RT RAMP T
j STA 1515 t99.00
I _T
-10 1j ELEV 2238 RT
1512+00 1513+00 1514+00 1515+00 1516+00 1517+00 1518+00 1519+00 1520+00 1521+00
wok
40
B
z
d
`z
fA O
a
�'
c�
¢a
30
0In
zCL
y LLIcr
Q
o
END GRADE
HOLCOMB BOULEVARD
? �W
RAMP T STA 152I
+80.9I
�p
EL.19.80
2 0
z
W
o w
t �
>
LL
J
{jIII
o
V �
_
I
c
L
10
:�
'J
�;N Z
m
_
_
MAY
00I1
-`
0
z L
p 5
_
SK
uS NVED
err4cr �a, PI7Ei
-.10
I
f
I I
195 c+ I049
CP133
L
J
T

A
C
I L J -�
----- I -- - -� I - I — I I I • I - 1
1 1
1 r `
! BEGIN -GRADE f
f WALLACE! CREEK ROADI [
RAMP ! RIGHT TURN LANE STA 2800+00.00 i -- - -` - — - —'--- �-
j l
- — — — — — --EL. IR93 — I _
BEGIN -GRADE
wALracE CREEK Roav
R9MP K RIGHT TURN_LANE S7A 2500r+D000_
PI = 2800+ 2JE
W i EXIST GRADE !p ' ELM82 END GRADE I I30 EL = 20D0ND_GRADE ; I jjj € _waLcacE_cREEK_ROAD'ALLACE REEK ROAD ?j8AMP !J RIGHT TURN LANE STA 2800+64.7!�� L 19.87 ; I —�— } i
I 1 I j
II yyyy ZZ�/yy'yy�� yy��, //��//��//�� PG37
L ID -RAMP J,-RIGHT--TURN20 -LANE=@ljZ,:- P_GL-c RAbfP K_RIGNT T.URN_LAIJE_� iII I!
f I I t 0.300 7 l -4-300 J�
10
-10 —RAMP i J-j- R1 GH�T T- `RN;-
2800+00 2801+00
40
30
RAMP IENDIGRADE
RIGHT TURN 'LANE STA 2600+00.00
EL 18.91 I -
-r -
I
! — I I
WALLIGE-CREEKROADF .-
RAMP L RIGHT TURN LANE STA 126
iEL 18.45
—�_ i
PGL:o RAMP L RIGHT TURN LANE
r f I
EXIST GRADE 0 B 1 t I i
� j !
0 I I
^
RAMP;--L RIGHTI IT -URN-
-10
2600+00 2601 +00
1
re
7
!
EXIST GRADE c
i.
-RAMP K RfGHT 'T-URN-LANE - PROFIL-E
II� I I
2500+00 2501+00 2502+00
I I f 1
j BEGIN GRADE I I I ? I I
W,, L CE-CREEK7ROAD I
I RAMP M RIGHT TURN LANE STA 2700+M00
j EL18.59 I.J 1—
- I EN GRADE !
iWALLACE CREEK ROAD'
P-MRIGHT-TURN-LAi
colEL 20.08
CQ
I—'�rt1r2869i 'PGL &5-RAMP-M-RIGHT-FUR!
i 1�
EX15T GRADE_-�--
I I
I r i i I k I
j I 1 I I
I I I I
CAMP -M RIGHT- T-URN—LANE --PROFILE
2700+00 2701 +00 2702 +00
Z 1 A
i
MAY
02011
By.:
30 � ®�
20 05.03'48P-11-2017
1A5"G9'�a�Urntrpr• ..
4.5
10 53
I N4E�'
`rauunr •�
-10
MACTEC I RK&K JV
xc Sr
ba. ,AP lc-
AMP
—
rrAiv �w:u
a
w�
4 aq
w �
z
u
m ~
Ul
�
40
LLaZ
O
och:
as
30T
0
z
�
CDLJ
r, Z
JJ
It
Z
IL
w
Z fA
(.-Im
w�
a F-
20
c3
z
w
Um
`
_J
�s
10
CD
tu
C,4
Z
CL
z
—
rzd
O
—
0
45 NO Eo
-10
vr.0 pPw.rA 1259,701
�ctt I=G ,r 10+9
CP211
L

1 1 2 1 3 1 4 1 5
50
50
MATCHLINE
1
SB PGL STA
1
1013+00
f
40
40
X
30
1
N
30
---------
------------------1JJ-----------
J
I9i
m
20
HOLCOMB
AEGIN GRADE 5.5
-BLVD - SB-PGL'—
STA '112+IZ00
EL- 27.75
2IN
10
I
BEGIN DITCH—
HOLCOMB BLVD
Q
N—-osoo�pv�11"+r•.,
10
M 03:51 Pm 04-11-2011
-`��F455%`•��,•%
ST A 1012+17.00
ELEV 24 95 LT I
0
I
A
0
53 _
E�!
—10
s=T
—10
HOILCOMB
BOULEVARD
SB PGL
A
1
I
—20
!
—20
1000 + 00 1001 + 00 1002 + 00 1003 + 00 1004 + 00 1005 + 00 1006 + 00 1007 + 00 1008 + 00 1009 + 00 1010 + 00 1011 + 00 1012 + 00 1013 + 00
MRCTEC I RKSK JV
arro
acs=:rs a r+a
as is jbF. GIP AIAF
ucu
50
50
Qar. r�u
MATCHLINE NB
PGL
STA
1013+00.02
40
I I f
I
i
1
40
=�
gig=
�Qa
30
N
30
-------------------------------
------- (4)U-5000%�
Z
p
�
BEGIN GRADE (y
- gm
20
91
. HOLCOMB-BLVD}-NB-PGL j$2/%—
20
Vr
cf) Z
STA 1012+I7.M
EL zzsl
?
— W
4 W
�
10
�i
BEGIN DITCH R1
HOLCOMB BLVD o
STA 1012-H7.00 n II
10
Z
z
W
foLli
ZN
U m
�
0
`p
m
F
I
` 6
0
MAY
1 2
n
U 1
ELFV 24.50 RT c
C
L
0
i J
r Z
Uo
J
I
LL
d
'
��.P
o,
NOTE:
DITCH
STATIONING
CORRESPONDS
TO CENTERLINE ALIGNMENT
'=T
—10
a} z
ti
—10
s�
s
HOLCOMB
BOULEVARD
NB MGL
uuE,
_S NO
ED
PIs
3
:s sro. cairn. c.
—2o
—20
1000 + 00 1001 + 00 1002 + 00 1003 + 00 1004 + 00 1005 + 00 1006 f- 00 1007 + 00 1008 + 00 1009 + 00 1010 + 00 1011 + 00 1012 - 00 1013 + 00
`p1"2599702
ar
3
4
5

1 2 3 4 a 5
IIII
11
f
i 12
50
50
-
40
30
-MATCHON! E—SB
PGL STA
101-3+00
MATCHLI,NE SB PGL STA 1026 + 90.16
E 1 F
-
40
-
SB PGL v
HOLCOMB
1
BLVD
I30
1 t-
--1 ------- ----- -
I
F—
�I
-------------- 0.4j------------------------------------------------------------------------------=----------------=--------�-
! r t}
ST. --
- "�-20
o
�N
II {41
0. 4!
900%__
--
- - - {-
- ----
--
r -}_r s383i
EXIST GRADE to
S8 PGC
1-115383%�
-----
-------
-------
---------
-------
4
--------
------------------------
�4—
END DITCH
HOLCOMB BLVD
STA I026f42.81
Ei EV-23:70-LT
I
20
10
la
�Ln
m��
d'N
��
41
m
R
ai c�
O II
6, W
o535 PM 04-1 ,,011
i *'tg ,"
-mod`. 1 I .....
o Es Imo.
i
c
0
0
-10
I
0-
—_
—10
_20
HOLCOMB
I 1
BOULEVARD
I 1
i
SB PGL
—2a
DTZ
1013+00 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+00 1026+00 1027+00
MACTECIRK&KJV
50
50
us TC 1a- G41 Ic- AMP
wcu
-,
40
TCHLWE
NB PGL STA
1013+00.02
MATCHLINE
NB PGL STA 10271+13.8
40
oU
�F�
Z
y3�
w
o
30
20
-------------------------------------------------
------ •--
- {+},l1098%
_I
--------------------------------------------
fJ 11098% I r-1OT322%
-----------------=-----------------=--------=--------'----_--
!
NB PGL 0 HOLCOMB BLVD
I r+ .30007
I ... -..".....".. ..... I
- ....cr
EXIST GRADE 0 NB
END DITCH
HOLCOMB BLVD
STA 1020-f89`26
ELEV 2295 RT
---_ _---- ----- - -- '--------
- --------------------f-}- - -- --- .......---- .......---...."r.t�.- ---7 -
+ 0 4IX} �.. 0 400
J
BEGIN -DITCH END DITCH—
HOLCOMB BLVD HOLCOMB BLVD
STA 1024f00.00
ELEV 2632 RT STA lO26f00.00
ELEV_-2800 RT
_ T
-- 30
- 20
10
o
o
s Z
z
Er
W
ty
K
m Z
—
m a
m }
co ~
w
a
W
p co
, m
m
'
-------
PGL
10
o
*1�
OjN
n u
0
-10
NOTE:
DITCH
��
STATIONING
MAY
� .
0 20!11
ALIGNMENT
I
s=T
s
A
c
N
F
0
_10
y Ill
z F
w J
Na
o f
¢
i z r
2
� cv
N
o
m
0
V
J
CORRESPONDS
TO CENTERLINE
/�
2a
HOLCOMB
BOULEVARD NB 1GL--T
I
—24
a
YOE
"°`E°
-�A5
PI;E3
lxs--.u«-xr.
1013+00 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+00 1026+00 1027+00
_
1-51:2703
v El }c� 1049
CP222
1 1 2 1 3 14 15

1 1 2 13 4 I 5
loll
lla
50
50
P1= 030-t90DO
EL = 3327'
_
PI = l035+61.G0
-
--
EL =i 31.96,
40
VC = 240
K-= j84
40
fi
SB YGC Q
HOLCOM6
6LVD
_
30
r s 1 ►
(+)0,3000%
r-----------------------------------------------
(-Xi30O01.
EXIST
GRADE a
I
`----
58 PGL �
'
r
f1
I
000Y�-fs �5�
MATCHLINE
SB
I I
t PGL
STA 1040+86i.15
,30
mug
20
-------- --_ N
---
--
20
TSB +
BLVD
N
-
TCHLINE PGL STA 1026 90.16
HOLCOMB
END O11,cH
STA
1036400DO
HOLCOMB
BLVD
1�
ELEV
2722 LT
STA
1037439.00
10
o603.59Pm���.ZOa+
ELEV--22.51
LT
-
(-0500 l "t••.,,,.
�'y
ogtSir�,t
V
A
Ict
0'7P
g—�.—
N
.rH,.Ps
-10i
�F
-10
HoLCOMB BOULEVARD
SB PGL
AAA/
-20
1
1
1I
I I
I
-20
1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 1033+00 1034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00
MACTEC I RK3K JV
,.-t
�s Si C-4 K- UP
rum,
504
50
PI
EL
= 1031+21,00
= 3323'
PI = l035+94CJ0
c� e
VC = 23a1
MATCHLINE
NB PGL
STA
1041+19.4
uzu a
40
40
N8 PGL
N HOLCOMB BLVD
N
30
------
(+)03
f-)0000
------
; -------
'
I
--------------
--------
-
(-13A�%
O
y
Z
CL
Lo
- ----
------ -
--
-_
_
�..
I
r-------•_•_
_s
-__ __
Ja mQ
=
�•
1.-�
20
EXIST
GRADE � N8 PGL
BEGIN Dh
HOLCOMB-BLVD"-�
STA l039+50
ELEV 28.04 RT
END DITCH
HOLCOMB BLVD
--
-__ _
_______
_ _ __
_
I
.
20
— —
p
v
c)
cc a
w
H
Z
W
-
a
w
10
-
I STA 1036+50
ELEv-29Bb-RT
BEGIN DITCHui
HOLCOMR
BLVD
10
O
z
�
MATCHLINE
STA 1040100
ELEV 15.48
PT
' s
La N
Z
o
"
NB
t 02
PGL STA 17+13�83
_
0
�::�- Y_
E
0
a m
J
-
y
MAY
0 2011
_10
NO E,DTTCH
STATIONING CORRESPONDS
TO CENTERLINE ALIGNMENT �E
-10
z -
_7s�T
-5 "''e°HOLCOMB
BOULEVARD NB PGL
r
P17S3
-20
I
(
-20
1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 1033+00 1034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00
""""i25�:270
mot, ly
C
�� 1049
P223
.[vw.r vuL. iW
2
3
4
5

1 2 3 4 5
flit
1
7
7
3
50
50
40
40
SB PGL
STA
1040+86.15
30
30MATCHLINE
fPI = 1041+86m
'EL = 1227'
pq=
1043+7438
PI = 1044+66.77
vC56EL
�K
'-- 999'20
20
= 98
NJ
PGL v BLVD
IB MATCH EXISTING
�HOLCOMB
- -- fSTA 1043+7438
0
10
- ' JI
t-10!300n% r'H1 r-102303% Pf)0J4747
EXIST GRADE 53 PGL
10
061"'02PM04-11-2WI
o
s
B
Q H
'GIN s BL 0
LCOMB
END CONSTRUCTION
HOLCOMB-BIVD-SB-PGL
0
a
t �-
I
e
S
E
+0
A-10429+0000 END DITCH
EV 9-30 LT
STA 1015+37,16
NOLCOMB BLVD
STAI 1043+00.00
EL 10..23
° -F
•••+•"
—l0
ELEV 9.00 LT
"i
—10
HOLCOMB BOULEVARD
I I I
I
,SB PGL
1
1
1
1
-20
�
-20
1041 + 00 1042 + 00 1043 + 00 1044 + 00 1045 + 00 1046 + 00 1047 + 00 1048 + 00 1049 + 00 1050 + 00 1051 + 00 1052 + 00 1053 + 00 1054 + 00 1055 + 00
MACTEC I RK&K JV
vrvuia. m rrt
xs IC W. GAP le- 44,
•um.
50
50��»
� �Ln
{w+w iu
MATCHLINE
NB
PGL STA
1041
+19.f45
u
s U a w
40
40
Wog
30
°°
o
—30
P1= 1042+20m
qz
�0
CL
EL �= 1290'
VC = 20b
PI- 1044+07.76 Pl = 10.45+00m
EL 10.60' EL = 10-33'
� o
m C
�
20
K 111
EXIST --GRADE
20
U
z
co
co
c Z
NB PGL
EXISTING
(L
Li
_)30
`STIA 1044+0-76
(
_JryJ
4
wZw
10
J/225o
244i
r10
-an29
,
J
z
UmWMATCH
m
AYr
(+J 05600%
PL NOLCOMB BLVD
s
c"
oN8
+
E1VD CONSTRUCTION
I
I
a
•- Z
0
N
HOLCOMB-BLVD-NS
STA 10I5+70.S.Y
PGL-
i
'
0
LL
�
j
G
ppf1i0�OM8CBLVD
STA 1093+00f
EL. 10.5J
K
� �
g
ELEV 8,42 RT
..
F
10
�.W
NOTE,,DITCH
STATIONING
CORRESPGNDS
TO CENTERLINE
ALIGNMENT
�E
-10
a
Z a
Srf
HOLCCMB
BOULE*RD
O
4
i
LL`'
"°'`°
20
INB
-20GL
1041 + 00 1042 + 00 1043 + 00 1044 + 00 1045 + 00 104 b •+- 00 1047 + 00 1048 + 00 1049 + 00 1050 + 00 1051 + 00 1052 + 00 1053 + 00 1054 + 00 1055 + 00
" " ` i 23� 270-
scr
r i9a rr I°a4
CP224
2
3
4
5

1 1 2 1 3 1 4 1 5
50
50
40
40
_•
-
P4-
629+75.00
_ PGL
V MULIII
I
PURP05E-TRAI
-3 0
Pl= 633+301p
30
EL62667'
EC
K
K
= /00,
I = 2
= 22
EL
RC
= 67
_'�
Pl = 631+50D020.6
EL = 201
�VC=20'
K - 24
EL = w
VC = 6d
K_=_38
30
I
I
I I I
I=
_
P1= 622+50.00
EL = 1075'
+1 J�
/. f'1/
L
®®
®®
20
VC = l00'
f+pJ000%
(-----
20
BEGIN -PAVEMENT
K_=_57
f_11
- --.—_
__
___
_ __-_
—y—f_
------
=_/y
l7gpp¢
---------
MULT7-PURPOSE
nWL
3
I
''----
�EX1ST
I----
to
POT STAD620+40.95
I
7-
GRADE'@
10
os:oa os aw oat t -xot t
0
---
03
_
I NFti'
"9j,/ RK
MUL Il—PURPOSE
TRAIL R PROFILE
-20
zo
620+00 621+00 622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00 634+00
nacreCIe &KW
9•T'
TC Pw I" Ic WP
50
50
PGL MULTI
-PURPOSE
TRAIL
3
o U a
40
40
= g
P1= 635+00.00
EL = 22B3'
VC= 60'
ice-
�p
30
K - 42
30
? o
'a z
o
END PAVEMENT
/
a a
MATCH VERTICAL
ALIGNMENT
20
I f1127
_ ------------
(+1 b9�X
i
--- ----
- - ___________________
WALLACE
MULTI-PURPOSE-TRAlL-3
CREEK ROAD
20
U
(0
m¢
°D ~
01 F-
R�
R�
STA 637+73.81
Z
EXIST
GRADE
@ Q
ELF 30.20
w
w
1 W
uw
10
10
z
lZ(n
m
o
a
U
w
3
ma
w
N W
0
~�Z
J
J
-
-
MAY
1 0
2011
of
=`>
-10
_
-10
z = -
MULTI
—PURPOSE
TRAIL 3 PROFILE
B5':
=
s"
.1
NOTE
h:T
, �..K.
_20
I I
I I I
I
I
I
-20
634+00 635+00 636+00 637+00 638+00
IT.—,7oa
I-- iws «,
CP261
1 1 2 13 1 4 15 "'`

2 3
I
�a
50
i
50
40
P! = 59+11J2
EL =j 2550
VC = 30'
K = 113
40
f
x
3Q
PI = 5l+lODO
EL - 1570
P! =
EL a
0 =
K�
53+10.00
23J0'
!00'
30
PGL �a-Mf1LT1-PURPOSE
TRAIL-9-�-
P1=
EL
IV(CI=
62+2230
l = 19.28'
l6
P!= 63+I971
VC 60 EL 17.40'
30
1
I I l
1
I I
2 0
--_I[C1 --------------
-----____
--_»
----�----
7J
I
I
l
�J0.4000 % -J2
----
�'
; ---- -
-
K = !23
2 0
®®
f+,3r�
�-
—
--------
-------7
----------
------
--___•_-
-----------------
-------
I .- r-J16Ggp,
r�1C13o0o%
�
10--
M;4 rGx MiHC IL AfIGi1(Ml�NT
--------
10
OfiD/08
.P�4MD
„[,.•,[.
1 �� � cv " �••
i
�, mt,
0
0
WATIACE GRF.EK Ra4n
MULI7-PURFOSE TRAIL 4
STA A±11.66
E F_ l91f
�fli/ '
—10
—10
MULTI
--PURPOSE
TRAIL 4 PROFILE
lQTZ
ir&l
—20
1
1 l
1 1 I
—20
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63 f00 64+00
MACTECIRKBK.N
jjjjjj�
Ip [Iw[EP _K['
x[r
itrJ rYl, [0 44
as it 1tF• G:P Ir» z1AP
NM1u
40
40
30
— 20
10
0
-10
-20
P! = 54+2370
"Et = 1715'
P1=
EL19JO
VC =
K =I
1+10.5000%--1=J0500K1%—,
------- ----^---
68+14-90
600
600
PGL 0 MULTI
1
-------- ---- �[ r-------
,.
f, [
4
i
P_1 ; 72±047.0
EL c
VC -
K m 80
17J5'
!20'
P_! = 76t0470
EL =
VC =
K= 92
15J5'
60'
30
o' U
s z 9 y
3
a a z
w g p
- Lu
" z
z U
z �
cc CL
Z p
0 �
Z
w
z �
_
Z
O
iL
W
Q
�
wuj
_j i
cc
cc
Od.
:Er
oa
Ow
ao0.
o�
W_j
m
"--
-PURPOSE
TRAIL
P1= 7.4+04.70
EL = l3J5'
KC-=
20
------
i
------ I
7 Go-sW07
EXIST
-------------- I------=-
GRADE Q PGL
r+JloaOoi
-----�
fit
MAY
7I
ciz
�
1
�iI1
1 0
0
-10���
-20
MULTI
—PURPOSE
TRAIL
4 PROFILE
g
u": _5
"ozE
[ter= W-
P�sal
—30
—30
64 + 00 65 + 00 66 + 00 67 + 00 68 + 00 69 + 00 70 + 00 71 + 00 72 + 00 73 + 00 74 -1 00 75 + 00 76 + 00 77 + 00 78 + 00
nF° x
[E
125927Q7
[ ice& c[ 1049
CP262
2

n
e
C7
unni�
i
40
P1 = 8r+05516 Pl a4+ra70
P1= 79+0470 EL = '22OELr f= 23J4'
= 0'
30 EL = 2010 VC 6
VC = '60 K 25
KC_ K-=-lo2 jjj
_t
2 �
I PGL 0 MULTI -PURPOSE TRAIL 4
r+)0.95 % 1 r+ .3600%
t.+1r� % r+ .9500% I _
------------- I- ------- - ------ -------- - ----------- ------- - - --
EXIST GRADE 0 107
10 BEGIN-DrT.CH
MULTI -PURPOSE TRAIL 4
STA +25.00
ELEV 2iO0 RT
Pl= 66+5470
—EL-=-l826'
VC = 60'
K=33
v _
f,:14
9Sb'i
END PAVEMENT /
END D/TCh' MATCH VERTICAL ALIGN
MULTI -PURPOSE T RAIL 4 HOLCOMB BOULEVARD
STA- 37!0D MV177.PURPOSE-TR4IL-4
ELEV /0-00 RT STA 88+T9.82
E I 1 ELE. 9.50 I
I I I I I I M� LTI -PURPOSE ITRAIL 4 PROFILE
-30 I I I
78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00
D
MAY
0 Z0f1
osoaaxPC
i�a{ESS`�yi�i
-10
— -2a
Ali
0
-30
MAC7ECIRK&KJV
.tMt
—M
imrus.0 bq
t.t if i=-. GSo Y.+ AMP
_4.
ruDY.uu[c
— nTlle rySr'
V
oUa
9 Z a O
3 a >
�a
4J u-1
w � JJ
f.
yr2 � mlL
z W Coa
r Q ? Cv3
U co � _j _j
z Z and
(L LU ~
w
w z Q
O Q C>D..
z U m w ca
w � �
'— Z ~ ~
m
WD
W�
a °z
az= _
scue, s AS NOSED
ExxwFcr PIi87
1319370E
sKcr 1'i a 1049
CP263
n 1n
7

��J n
II
50 ! 50
40 40
II
rr = rtrs-rw.w
30 1 1 1 EL 19J5' 30
P1= I01+0000 PIt= 107+,25m VC = 5C PGL MULTI=PURPOSE-TR41L`5`�
EL = 1423' EL = 13.03' K = 22 ®1�
VC = 40 K 1 = 30,2 0
P! l03+00D0 - _
K = II P1= 104+33L10 K 32 - s f
20 EL = T.43 EL_7D9 (.+ 12000% ____________
r+)3 5 - ---------------- R Bpi
VC = eo vC = 1= lO5f00m •---- ----^ - ------ -- ---
K - 26 K = 33rpEL T29 ---- ---- -
rt1a30oo. l-13.37 � VC = 4{1' _ _____ _ ______ -- �+
Lt�i -n`'� ------------------------- -�'_ - '-
10 _----»---------- ------ -,�. : = ��- �+ 1 - -'" '-[+1255m' 10 o5w cwr"''11
o.
BEGIN FAV-�t51p"`, �•s
F�4[ElVT
f Jj r�� - !-JO OX/. r-BMW% ( 10 3000/, {+)2 5 S
SF,
MULTI PUITPDSE 7R[fIE S
0 STA IOO+oa:oo 0 3ySaS
MULTf=PUIiPOSE'TKAIL-4 , •'L^t3iNt''r`
STA 73+65.68, 10'LT
FL E 13.93
-lo -10
UULT I —PURPOSE FRAIL 5 PROFILE
-zo I I I I l -20 OnTf
100 + 00 101 + 00 102 + 00 103 + 00 104 + 00 105 + 00 106 + 00 107 + 00 108 + 00 109 + 00 110 + 00 111 + 00 112 + 00 113 + 00 114 + 00 MACTEG r RK&K JV
o[s IC fro• Lap 1i+ ar,�
50 � 50
,.H
P! _ 1
9T60W
3 EL r 4 35 3Y PI = 124+IS11JO
PI 40 EL= 116 28.E9'� KC' Ill VC 30.40 40 J
= 4O z s s cz
KC- 46 PGL V MULTI -PURPOSE TRAIL 5 K = 52 g
__ -----G I I
30 l - -- ------ --- -- -- 30 J o m z �a
I r+)12 ' r+1 50QDy' -�----LU
(-1%8c�%'--(-)WO50%=---___---- ----- = _- r-�0.466ix i'-�= _- -_ - a °�- � r,
i - f-10.7963/. ; g h0
20 _-- _____________EXIST GRADE PGL 20 - 0 U
V J"- ---BEGIN DITCH z r os CL
�
MULTI -PURSE TRAIL 5 {$ w UA
�'
STa 124+00.00 71 a z w z cn 110
a 0
10 ELEV 29.40 LT 4Zl 10 � 4 on
W qN =
0
-10
MAY 0 20;
M
Lu
LL
a1
N
V)
_ ;
4
-10
-z=
Z
a
20 ULTI —PURPOSE TRAIL 5 RROFI L E 1 —20 5 r"Mal
114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 l 128-+-00 1-" A
12592709
.EEi9z s,F ae
CP264
4-
T
"I

1 2 f 3 i 4 i 5
50
i
I
I
§0
40
i
40
s
x
PGL C
MULTI -PURPOSE
TRAIL 5 0
30
-----
-----
-- -
------------
30
--------=-------
-------
'
---------------
I'
r-I o.r �ssi
END PAVEMENT /
L%
20
_
rR�
MATCH VERTICAL ALIGNMENT
20
HOLCOMB BOULEVARD
EXIST
GRADE
v PG L
N
MULTI -PURPOSE TRAIL 5
STA L37+95.85
c>6 os z2 PM DA_t t-zo+ i
10
ELE. 26.19
10
END DITCH
-•��tiss''•,-
MULTI-Pf
RPOSE TRAIL
5
- �t g
STA 132f40DO
ELEV 2370-LT
�t
I
—10
-10
MULTI -PURPOSE
TRAIL
5 PROFI LE
-20
1 I I
! 1
I
1
1
-20
128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00
MACTECIRKSKJV
=x u++m w✓
��..ror rf r.rt
.[s tC ha. CL' I: SIR
r.m.
rwya
� M}up•
i0.:• Nth
U
�Z
n
a
`�3
_
WW
JLJ
4 z
r
L1
m
`O
.r
VJ
w
w
W
z
a
uJ
w
�w
61h
4
V
/00/�� .Q�
a�'
Z
J V W
O{3'
u N
ji
F
r z
H J
LLJ
'
AY Q
201�
Y4
3�
BY'
AS rl
•
FI'i93
—s-cori R w•--.....
12'92710
195 r. IG49
CP265
2
3
4
5

77 A S
I IC
T 1 ✓
FINAL DESIGN DEVELOPMENT
12 APRIL, 2011
VOLUME III
BASE ENTRY POINT,
BASE ENTRY ROAD
MCB CAMP LEJEUNE, NORTH CAROLINA
FY12 MCON P1383 (BASE BID)
FY13 MCON P1384 (BID OPTION)
¢ 0
NA VAL
ROADWAY & STRUCTURAL . -�;�
«�gy �g END ROADWAY CONSTRUCTION
ENGINEER RWC ri,;, _ = •�, f • WALLACE CREEK RD
BEGIN PAYEMENr MAf f 1TG ^� 1+ STA 47 • 75 00
IJ ���QQQ , ! BASE ENTRY ROAD (BI.D O.PT7ON)
I STA I15+69.I8 JAI CDC
MACTEC
Engineering & Consulting, Inc. <
2801 Y°rkmont Rd. Suite 100�:� '�•
Charlotte, NC 28208
Rummel, Klepper & Kahl, LLP
Consulting Engineers `.!x I,
900 Ridgefield Dr. Suite 350 `
Raleigh, NC 27909;
R ~ l
CIVIL MECHANICAL 1 l41
ELECTRICAL & STRUCTURAL ENGINEER
� I E
v J � 1 1•
CEMS Engineering, Inc. - I,
3509 Iron Horse Dr.
Ladson, SC N456
ARCHITECT
■
Mauena Selangia Faulkenberry Architects (MBFA)
317-C Pollock St.
New Bern, NC 28560
TRAFFIC ENGINEER
MAY 1 0 2011
3160 Main Street
Sui t ec Q
Duluth GA 30096
NC ,U
r . , . + .
"4 dye, I �PCONS77tUC21ON
- ►�, •� STA 12414+37.07
PPV ` ' BEGIN CONSTRUCTION
HOUSING RAMP' I t
BERKLEY
MANOR`\
` END CONSTRUCY70N �
-RAMP JJ
STA 2110+20,79 I f
END ROADWAY. PAVEMENT ;:.
BASE ENTRY ROAD ; - (BID OPTION) • F ' '
BEGIN ROADWAY PAVEMENT
BASE ENTRY ROAD (BASE BID} r jam;
STA 276 + 00.00
Sci ooL
BEGIN ROADWAY PAVEMENT
BASE ENTRY ROAD (BID OPTION)
\\ STA 155 + 00.00
BEGIN PF
/
Nfflfri
05:56:31 PM44-�1•,2p}t
SIM
035853
All,
/'// MACTEC 1 RK&K rV
/ VICINITY MAP
- ---BEGIN CONSTRUCTION - \- __
R n' sm+oo.ao '`% END GRADING & CONSTRUCTION
HOLCOMB BLVD.
EN\ "CONSTRUCTION
.'' ' STA 1048+78,50 ti Q
STA 180S+10_ 3 1 END ROADWAY PAVEMENT
END 6NSTRUCTIOx RAMP O HOLCOMB BL VD.
l - - ��t 1L wu.cT�•n an
STA 1707+U7Z -STA 1045+51.00
as IC Wr• GSR K. AW
BAP CONSTRUCTION \ ` 1 `� I END CONSTRUCTION *I`,p- n .
STA 1400 O D t �` STA STf+BQB/ BEGIN CONSTRUCTION `F�
RAMP O
STA 1700+43.00 �p� xwlr�•�
C K END PAVEMP.Nr MARRING = a
BASE ENTRY ROAD (BID OPTION) V
�: ,'i fir'• W iJ' p STA 326+8S.02 qa p sqo u
1: '/ , . �e / •� FAR t END CONSTR UCITON 51 01 �� Q g o
n ....:• 4 C `. RAMP c 5- Z
STA 1115+78.27 SCALE IN FEET � Q 7
BlsG CONSTRUCTION
STA IS'T0+00.00 4Y ►= g—li j I O �.
CL
'°may F:kD GRADING a � m
CONS UCTION 0 H- w
BASE' LAN RY ROAD '° Z n
INSPECTION M ' BEGIN CONSTRUCTION+: -.�_ f{� (BASE BI W c� au J
CANOPY tipp RAMP K / ; �r` T J. - p ` n , STA t100+00.o� \ j f` x` STA. 354 + 99. ()I; w 0. V1
STA 2209+00.tT 1 � ' -.,. i . �- --- -1-�_ 7DR'ER-`RIl JJ.' ,t \ ! r f ' Z '2 �-
�� ` • - - END CO)WRUCTION� _ „j - y . —L' 1! r l7 Z m
E +.: ti� I%• ' �• RAMP R• 1 (`+�".'� �� V . " ;'! A c , p�y0 CONST7tUCIlox. ` Z
BEG1N CONSTTTUC770N •,-, A-siIQ+56:22f
sCHo=L - l; STAIP23 G+27.00 �~ IN_coNUGTION
"VISITORS [ENTER "���. ;� � . ,. �� �: r P l � I e=!r+ � � � \ S 'RAMP P
F - BEGIN;= ROADWAY CONSTRUCTION.'
ENTRANCE CANOPY/� `�`: - _ - s� WALLtlCLy CREEK -RDA COxsTRucrroN a'
/e�Fsg;``?'r2,- •f STA 30+07.69 STA 1200+00.00 I
T GATE HOUSE ' it 1 pH�` f '�✓
/�` UCTION
E,�A1PNDEND CONSTR
CONSTRUCTION RAMP Q fr
STA 23N+.07.54� STA- I203+26.44
E 0Z3
BASE OPSI 'EQUESTRIAN
M B1D (FACILITIES
xppT IN e P°s sa``` BEGIN GRADING ` �T /' "BASE BID
CUxINACT eF� L�A,�.w,h,s
'..,ti CONSTRUCTION : .
BASE ENTRY ROAD'fj.' of
1 /A
(BA', STA 274 + 88.74 j'' ? 1 BEGIN CONSTX TI�i 1sAMP c r ..i
13��BEGIN-�R ADWAY PAVEMENT ' :!
J ' ' • .HOI:COMB BLVD.
- STA 1012 +17.00 BEGIN GRADING
,'.L.: CONSTRUCTION
GATE MAP FIOLCOMB -BLVD
STA 1008 + 79.50
A
END CONSTRUCT70NN
END GRADING & LL
CONSTRUCTION - • - 4 o
J2 HADNOT SERVICE RD d
,,1 PC STA 4001 + 74.90 a
; 'AS NOTED
:'BEGIN GRADING
�� ,` -CONSTRUCTION «•.
HADNOT SER VICE RD ,
STA 4000+00.00 ',. " 12563372
* - BEGIN CON57RUCT7ON 1 vcn 7E1 14 1049
RAMP S
STA I400.+00.00 X1001
r,.. •,.tlHa w m,

A
c
0
L'
YII
rail
PAVEMENT SCHEDULE
Jl
4' AGGREGATE BASE COURSE
P2
2'-6' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
7" ASPHALT CONCRETE SURFACE COURSE, TYPE Si9-5A
J2
6' AGGREGATE BASE COURSE
R7
5' MONOLITHIC CONCRETE ISLAND [SURFACE MOUNTED)
x
X' RAIL
CZ
3' ASPTtA1 T CONCRETE SURFACE COURSE, TYPE S9-SC
J3
8t AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y RAIL
01
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1T9.00
J4
10' AGGREGATE WE COURSE
R1O
SHOULDER RERM GUTTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF RASE COURSE
D2
4• ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119,06
J5
12' AGGREGATE BASE COURSE
T
EMRANKMENT
U2
EXISTING PAVEMENT
El
5,5' ASPHALT CONCRETE BASE COURSE, TYPE 825LOC AT A RATE OF
114 LBS. PER 50. YARD.
RI
1'-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
z
4' CONCRETE PAVING
NOTES:
1, PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. SEE PLANS FOR AUXILIARY LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
4. BRIDGE STATIONS ARE NORTHBOUND LANE.
WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
® MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
>r SEE DETAIL SHEET OX301 g"Y )
MULTI -PURPOSE
TRAIL
Cl GRADE i
POINT 1
b:1
J PP' g •1 �O J r �-_ It
EXIST GROUND
GRADE TO THIS LINE EXIST GROUND
13,
1r
SHLD
TRAVEL LANE
S' TO 10'
FDPS
1
GUARDRAIL— B��I
O.ms
0.62s
/EI 6�
vT
12
GI[AE1E TO
frYP}
THIS LINE
INSET A
STA. 233+38.87 TO VA. 234+24.61
STA.235+68.83 TO STA 238+68.90
1
m�a ui.c NIA
STA. 155+00.00 TO STA, 734+46,36 1BEG. BRIDGE)
STA. 235+44.2A (END BRIDGE) TO STA. 252+49.74
I
IF
MAY �02011
Z Y
12' 7'-S' 3' 3'
TRAVEL
LANE FDPS SHLD
i c2
0.a15 o ms GUARDRAIL
3.7
j oT
L GRADE TO ; El ( k \
THIS LINE o \\\\
INSET g
STA. 227+95.00 TO STA. 2114+16.56
STA.235+66.69 TO STA 241+05.00
r—
,ICI
mp-9mc
}1.46:29 PM 04-07.2011
-04'0LY a"" ?....y,,,'
r ,- N""
a SEAL r�
021122 +
ft
4.
r DTZ
MACTEC I RK&K JV
5 [Lw.[+1 ytt
�e.lr
., n W
tts ASH m.t ,R_E 1� UIU
wxw
+wc� tr�wo-
LCPoI, Ir•I�
u _a J
Z44 J
J
�C1v o Q
I aZ V
ZLLJ
oo V)
0 CL _r
m
�J
zu qgr
�Z d
z L Lu o
a LLu o
a a
Z to
°z
y. S
1» V �
m _�
4 co
0
�Z.
R
i
AS 00TEU
EF-aecr .o.� FI?8J
naKe= [ar.eti
I259527,S
sHcc, 767 " 10.9
XT301

I
I
PAVEMENT SCHEDULE
Cl 2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-5A
C2 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-SC
DI 4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00
D2 4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.08
El 5.5' ASPHALT CONCRETE BASE COURSE, TYPE 825,OC AT A RATE Of
LN LBS. PER SO. YARD.
NOTES:
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2, SEE PLANS FOR AUXILLARY LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND LMLITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
A. BRIDGE STATIONS ARE NORTHBOUND LANE.
® WHEN SLOPE-STAIEE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
* SEE DETAIL SHEET GX301 (TYP-)
i
2' _ 1 D" 12' '
--T MULTI -PURPOSE �I LSE
TRAIL 1
I
i
I
I
O GRAD!
PfJimy 1
0•as 0.02 a V
10 b, 70
J Pa 3 bT 11 T
EXIST GROUND �� *GRADE TO THLS UNE EXIST GROUND
2' 10, ! 2' 1
MULTI -PURPOSE ; ISEI
TRAIL
CI GRADE i
Pou'rT
�A 10 1 row
T E
EXIST GROUND
EXIST GROUND
*GRADE To THIS UNE
L
J}
4' AGGREGATE BASE COURSE
J2
6' AGGREGATE WE COURSE
13
B' AGGREGATE BASE COURSE
- 14 - -
- Wr AGGREGATE BASE COURSE
J3
12" AGGREGATE BASE COURSE
R1
I 1'4' CONCRETE CURB AND GLITTER
6,a
J PR 33t
"PI
13' 12'
SHLD TRAVEL LANE
8' TO 70' 1
FDP$
GUARDRAIL 0 05 0 025 0__.o"
f EI
ol
6' n * GRADE TO
T RYPI THIS LINE
MET A
STA.257+34.23 TO STA- 261+85.99
STA. 271+81.36 TO STA. 275+12.00
R2
R5
2'-6' CONCRETE CURB AND GUTTER
5' MONOUTFiIC CONCKM ISLAND jSURFACE MOUtinDI
R9
7'-9' CONCRETE CURB AND GUTTER
— --
SHOULDER BERM GUTTER
T
EMBANKMENT
V
SINGLE FACE BARRIER
12'
12'
12'
TRAVEL LANE
I
TRAVEL LANE
12'
TRAVEL LANE
VARIES 2' TO A'
1
V
VARIES 2' TO 4'
TRAVEL LAN
I�
EDPS
Pdi E 1
FOPS
q
t
0-025�
0.025 I r
0.025E
i
4025
I
I
0.025
Y 1 Y
i
OS
E1
n
Ell DI
n
*GRADE
*GRADE TO
BASE ENTRY ROAD
70
THIS LINE
TYPICAL SECTION
THIS LINE
SEE INSET
A
NTS
STA.
257+34.23 TO STA 262+09.99 (BEG. BRIDGE)
STA. 271+57.36 TO STA. 276+00.00
' STA.260+74.70 TO STA. 261 « 85.86
' STA, 271+81,49 TO STA. 272 + 75,24
VAR.
12' 12, 2' TO 6'
EL LANE TRAVEL )AWE 2� SHLD
1 FOPS ~�
lGT7J POIM 1
0.035
iL 6'
(r�l
SEE INSET C
13, 12'
SHLD TRAVEL LANE
8' TO 1D 1
FOPS
GUARDRAIL 0.08 0095 0025
DI
TI
6- n *GRADE TO
/ ~T (T1'P) THIS LINE
INSET C
STA. 254 + 84.47 TO STA. 257+34.23
7
�* Li BASE ENTRY ROAD
GARDE TO TYPICAL SECTION
THIS LINE NITS
STA. 252449.74 TO STA. 257+34.23
1
TW
WBARRIER MEDUNXx• "A�
Y
Y' RAIL
EXISTING PAYEIAENT AND SUBGRADE TO BE
Ul
TO
REMOVEBOTTOMD REPLACEELEVATION
OF BASE COURSE
U2
EJUSTING PAVEMENT
Z
4- CONCRETE PAYING
18' 6'
EXIST
GROUND
SEE INSET B
5'-8'
12' TO 10, 0' 3'
TRAVEL LANE FOPS TO 3'SHLD
t�0.023 I GUARDRAIL
71 O.o23
al I �
GRADE TO * kT V 6'
cm
MACTEGIRK&KJV
T \ nvaa
THIS LINEINSET
uwlrap
s u
CIA 7S7+445.'i TM rTA
5TA.271+81.36 TO STA. 272 +50.00
VAR.
2' TO 6'
12, 12'
10, 18' 6'
SHLD
TRAVEL LANE
TRAVEL LANF
SHL
2
GRADEDPS
4,
a
r POINT
- GRADE TO ([YP)
THIS LINE SEE INSET D
MAYQ2011
BY A
12' 7'-B' 3'
TRAVEL LANE FDPS SHLD
t C7
tDI
0GUARDRAL
0021
. ET
GRADE TO * n 6' T
TN IS LINE irnl
INSET
STA, 252+64.20 TO STA- 257+34.23
H
a
^ Z
Ln
O
a
EZ
I
OO
U
W
4p
CL
l
/
T
1OES-
O'4VARLABLES
00 Z
00W
z
o
r
a d Lq
O
EXIST
GROUND
m
1
cr
Z
LLP
0
c� c
F-
Z
W
^�
Z
W
W LL
y
m
�
Z
Z
AS VOTED
[Fe 0 W., I431.
GGrr>>: a. CCflt�. w1.
i�nrr AC 04--G No,
12;93278
sKll 7EE TF 1049
XT302
T
J

4
n
F-
mm
J I Z
PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
R2
2'-6' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
6' AGGREGATE BASE COURSE
R5
5' MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
X
X' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-5C
J3
8' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y' RAIL
DI
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
J4
10' AGGREGATE BASE COURSE
RIO
SHOULDER BERM GLITTER
Ul
EXISTING PAVEMENT AND SUBGRADE TO BE
REMOVED, REPLACE WITH EMBANKMENT TO
BOTTOM ELEVATION OF BASE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
EXISTING PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE 625.00 AT A RATE OF
114 LBS. PER SO. YARD,
Rl
V-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
4' CONCRETE PAVING
NOTES:
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. SEE PLANS FOR AUXILLARY LANE AND TURD LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY.
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
4. BRIDGE STATIONS ARE NORTHBOUND LANE.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE.
r SEE DETAIL SHEET GX301 (TYP.)
THE AREA BETWEEN THE APPROACH SLAB AND WINGWAIL SHALL BE PAVED
WITH 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9-5C
1.5' _ _ 8'
6.5' CONCRETE SLAB
CONCRETE GIRDER [TYP.)
EXIST GROUND
EL
LANETRAVEL
1 1
■
i
` BASF ENTRY ROAD SUPERSTRUCTURE
zf7
EXISTING CONDITIONS ri
22' 11' 11' 35'
EXISTING EXISTING PROPOSED
TRAVEL TRAVEL IMULTI-I
LANE i LANE PURPOSE
IS'- a 38' MINIMUM TRAIL MS i WALL (TYP.)
CA VERTIL CLEARANCE
t BRIDGE ABUTMENT (TYP.)
RE-ESTABLISH EXISTING
SWALE BOTTOM
cl
EXIST. EXIST. RE-STABIISH 9E4STABUSH
Ekl SLOPE
__-_- _,=
_—_-____r STING SLOPE PXIST%NC+
y
Y__-_-__-1
e---------- -- ------- n
L/ �
`+ \\--6"
EXIST GROUNDTELEPHONECOMMUNICATIONCOMMUNICATIONS12' DUCTILE IRON
WATER MAIN
PVC
STONE STREET ELECTRICAL
TYPICAL SECTION
NTS
57A. 523+31.68 (BEGIN BRIDGE) TO STA. 524+45.07 (END SRI DGE)
94,
46'
17.5' 17.5' 1'5' i' lY
BASE ENTRY ROAD
BRIDGE OVER STONE STREET
TYPICAL SECTION
NTS
NORTHBOUND BRIDGE STA.234+46.36 TO STA.235+44.24
SOUTHBOUND BRIDGE STA. 234+18.97 TO STA. 235+42.92
SEE STRUCTURAL SHEETS FOR DETAILS
M
�NAIri a
0.0A0
12'
TRAVEL LANE SHLD
t
L - CONCRETE GIRDER (IYP.)
8.5' CONCRETE SLAB
03.08'0D PM 04-08-2011
4 rm
i4L
IDTI
MACTEC/RKAKJV
-x-11
IC M
Ns ASH
1c - .RB lc'
u1M
�uu yyx yyy:(P
[MF Er./PPoi
rcNr, P,u
_
u
s V x
E,i
-5�
s
aN
Z
,
O
o_
I-
1
D_ Z
O0
U
az
� �
O d
J
m }
U
OC
IL
vZ
�"
Z
M
d
W
>_ d
IJ
Z
V
Q
w Z no
Ct_
z
EL
�0
Er
w
� w
L>J
~
,
Z
W' U
w
- W
N E
n- LL
Q
Lp
0
Q
Z
AY 0 2 0 1 1
F
�610. C[y
1?593°30
Y�FES !69
CI leis
XT303
1 -7
J
I,

A
a�
�I
PAVEMENT SCHEDULE
A
4' AGGREGATE BASE COURSE
R2
2'fi' CONCRETE CURB AND GUTTER
W
BARRIER MEDIAN
Cl
2' ASPHALT CONCRETE SURFACE COURSE, TYPE SF9-SA
J2
6" AGGREGATE BASE COURSE
R5
5- MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
X
X' RAIL
C2
3' ASPHALT CONCRETE SURFACE COURSE, TYPE 59-SC
J3
B' AGGREGATE BASE COURSE
R9
2'-9' CONCRETE CURB AND GUTTER
Y
Y' RAIL
❑1
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00
J4
10' AGGREGATE BASE COURSE
R1D
SHOULDER BERM GUTTER
U1
TO BE
EXISTING PAVEMENT AND EMBANKMENT TO
REMOVED, REP WITH EMBANKME
BOTTOM ELEVATIT1 ON OF BASE COURSE
D2
4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08
J5
12' AGGREGATE BASE COURSE
T
EMBANKMENT
U2
DQSTING PAVEMENT
El
5.5' ASPHALT CONCRETE BASE COURSE, TYPE 625.0C AT A RATE OF
114 LBS. PER SQ, YARD.
Rl
V-6' CONCRETE CURB AND GUTTER
V
SINGLE FACE BARRIER
Z
4' CONCRETE PAVING
NOTES:
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2. SEE PLANS FOR AUXILIARY LANE AND TURN LANE LOCATIONS
3. TYPICAL SECTIONS ARE FOR INFORMATION ONLY,
SEE ROADWAY AND UTILITY PLAN SHEETS FOR ACTUAL LIMITS OF CONSTRUCTION.
A. BRIDGE STATIONS ARE NORTHBOUND LANE.
® WHEN SLOPE -STAKE POINT FALLS OUTSIDE THE HINGE POINT DISTANCE,
MAINTAIN APPROPRIATE MAXIMUM OR MINIMUM SLOPE,
> SEE DETAIL SHEET GX301 (TYP.)
61'
I
i
13'
Y ,
8' 6'
12'
12'
1,�� ' 1
4' 2' ,-6.
12'
8'
1•�•
MULTI-
SHLD
TRAVEL LANE
TRAVEL LANE
SHLD
SHLD
TRAVEL
LANE
TRAVEL LANE
SHLD
PURPOSE
TRAILF�-
x
GRADE
GRADE
POINT 1
POINT
0015
0.025
0,025
0.025
O.Ozs 002s
V !ROAD
PRESTRESSED CONCRETE
BASE ENTRY
PRESTRESSED CONC-
CORED SLAB (IYP.)
CORED SLAB ITYP.)
BRIDGE OVER WAE CREEK
3 V2' ASPHALT CONCRETE SURFACE
TYPICAL SEN
3 1,2' ASPHALT CONCRETE SURFACE
COURSE, TYPE S9-5C
NTS
COURSE, TYPE 59-5C
STA. 262+09.95 TO STA. 271+ 51.36
SEE STRUCTURAL SHEETS FOR DETAILS
FI V6++G:7 mi.r
03:08.01 PM 04-08-2011
DU
MACTECFRKSKJV
rp SLw�QR SrH�'
lv,l.
tts L511 lv.jLZ lc- mill
a v
cis E>G. ur.
ttr::r wtv
g -
aUz^ w
'a7-
wr�
gip= "O o
o O O 1n
Z �
J
m } U
0
ce
CL
It Z
Z L5�') W O
d
W a
z IN
3 W Z m CL
z �0
w �
U�3
L W W
z
_L) m� n
o LL In
w>
s.._ z a
MAY ] O 2011 S—E A5 /MTEV 2
¢—,XCI PO4
--� Yr� �5vr-. a•r nrw xw
7
Rrt¢r 770 IC-S
XT304
J
I A
F-

4
1)
7
I
BEGIN ROADWAY PAVEMENT
RASE ENTRY ROAD (BID OPTION)
sT A 155+00-00 LATERAL V DrTCH
SEE DETAIL 9
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
FOR DITCH DETAILS SEE SHEET XG501
DEVELOPMENT BY OTHERS
y
Ln
rn LATERAL V DITCH
SEE DETAIL 0
MULTI -PURPOSE TRAIL I
m 1,z
—2 C4
BASE ENTRY ROAD f
0
0
+
2GI FS
(23
Y
MAY'�1 0 zoll
By:
25 50
SCALE N FEET
A
11
w"mc 1
56:28 Plil.,1. 7-2011 I
-,,tss,4
SEAL
033184
Al
MACTEC I RK&K JV
IWI-1 N DIT
DEs EDB Ic-, JLE {cox JAW
z
EE
o
0
OK
Ld
z
0
CL
CD
ct:
u
F-
z
o
00 Lu
CD
CL
<
lulli
ct:
<
zco
z
0
03:
LL)
rj
uj
L'I z
LLJ
V)
U
-<
m
uuF�
AS NOTED
P1321
12593291
v r 7K , 1049
XG101
T
-.1

1)
A
177
O
O
r
R
I L J
t .— .` \ A- 4 19
\N,
DEVELOPMENT BY OTHERS
Ar
1 �j�5e
45
7
DEVELOPMENT BY OTHERS\l\
to
TFF
r
\ I
!
'\\ ` ` ���
'
.� 1'i 1
LATERAL. V DITCH
\ 1 SEE DETAIL R
i
IN,\ 'N\
�,•
_I
HW
\
LATERAL Y DITCH
SEE CETAEL R
1 i
MULTI —PURPOSE TnAJL W
+ \ s
I
1 CATA
GRAU 350 I
ti
\. \
1� ! I' f 1
GF
X�26t
\\F5 BASE ENTRY.ROADI
I
"r
G0.AU Ss0 t
�— j_~
} 4y j. ? '\ ,
j,- - �• 1 1 1 \� \`` — v
6ER 172 +25.00YJj--�_
2G1
—15. C" U.T-1
R2 ELBOWS
OP 6 LUG
`\
\
Ir
f
!
EL. 8.60T—���
\IS TONS CY. I RIP0.AP • __ / —
W/SO'SY �FILI FAB
' `11 r.3'I �9E0. 172 +aA.o`g`
`FOR
I
j 1 ,
11
"
�� '•��� \ ,\l-'
STAN[IARD BASE DLTCH 125.00'RT�\
'�+��� • \SEE DETAIL E \ �, EL. i 1A -,�-
CULVERT -INLET ANO
` OUTLET DETAILS SEE SHEEF
•` }
sz r T
.7
�.--�-------------_--=_=-------------� � ----- ---- l
a
H
N
W
z
J
V
I
11�11�2f
SCALE IN FEET
SEAL
033184
Al
MACTEC r wc&K JV
%1l 1, -. to -.
Ks HIS IL'-. JLS Iz- JAI.
guui-u�v�;p
o[r ee.wo-
Oran
-` u Lei
zSyQr.
^Z
y Q " 0
d Z L
u ❑ O O LL1
c
'Z Da �
m Ef
uu I— co
(% 00 LLJ O
Z m
Lu
LAI
Z w Q
r
03
IL1 W
a !- L Z Ltl
In
Q r �
� J C
z j u
�Za
Y ¢
p12593292
T:I c. 10
1
a
J

I
O -
MO
W ` \.
y FS ZG�M� \ \ \
LLJ 35
.Z
j.V_ RSH
C�Z — _ 'l :_��-----_--
---- - - ---- --
_
--- ------------ - ---
..
,
1
h
s
LATERAL V DITCH
SEE DETAli 8
N.
i t � �. •� � i
r /!! ``\ \\ `^\lam `\ ` { � ` f _ `\�� ` •�'
\ ,"\\ � •,• sue, \� � - -� � \l �'�
�— -
F _F
MULT!—PURPOSE
i IN
r
11 L
2G1
BASE ENTRY.` ROAD f
1
GRAIL 350 { �Rlf I
---- - �1� ~ -- -- --
__ c S! _=.
----------------- ------ y -----------'----- -------- - _
---'--'------------,�-..-•-----------•---- ------'-------------------------------------------- ------- --'--------- -- _— -
_�—
`'
NOTE., SEE ROADWAY, PLANS FOR ROADWAY CONSTRUCTION—
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
FOR DITCH DETAILS SEE SHEET XG501
�7
it
N,q4
8N
NsRs
boo)
7`1� 15
so
i11�
SCALE lH FEET
N
3B
2GIGRAU 350
T�l'
n
F
f
MAY 1 0 2011
`\
56:58 PM 04-07-2011
2ttsslp
SEAL
033184
ffs
MACTEC I RK&K JVMo
Ifs EH 1— JLE lc- Al
w2.
Isr uuu�
urm w r�
o � v
U
i z _
w ~ Z
Q
o<t0 a
I 0.Z
7 05 Cam?
x d a
mW a
L) co W C)
Z M t=
0
IWf1 Ct_
L. Z m
z O I-
w
yl c V 3 W
w Lu
H
Z
LJ
w u m M <
} ❑]
LJI..
=4 0
;zE `
_ 6
a
ux[� 45 NOTED
WiiS,e. [Oxt.. ec.
i' _ 9.i
s ET 7E- ,r I6-19
G 103
L

-7 A 1�
L
I
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION''
�-
DETAILS AND PROPOSED DRAINAGE BITCH PROFILES.
FOR DITCH DETAILS SEE SHEET.XG501
l � �
u
I ;1
f�4 i�1 � a7 r5H
o
w j %
asa 1
}r i
q5E ENTRY
+
i
T TONS GL B NPMP
%W5 SY FIL FA!
ti f {e
i4
�9
O
ys
�o
oy
;11III�iJ
-SCAIE IN FEET
MAY',f, 0 2011
J~
U7
57:00 Pr R_n4�-07-20C1 i 1
UAL
033194
1dACTEC I RKBK JV
w+rcrco
virir.,y. a I.rc
ocs WE Iv, JLB kb lna
e z
u G ,.E
Z
z
Wg Z
�EZ a
p O Q
• Z
s 0 mO�C CC
u
Z is4 L
a
�N 0
W
Z
{} J Z u
z``0''
V w
,mar u
Z W
z cq a
=< N co
s x
4 z
a24
1259J?94
.rtCt 7i, cr 1045
KG 1 04
I
L

I
`
� , J � 1• r l
y /
2p
1
LDIrcH 1
-SEE
DETAIL B
UTEMI BASE DITCH Ln
SEE DETAIL C IO TONS CL BRIPMP ',LATERAL V DITCH 1
( 1� t
3
LATERAL V DITCH \\
SEE. DETAIL B
'l
_ i 1
W/39 SY FIL FAB SEE DETAIL
I
\ I\
IdULTI-PURPosE TRAIL r -�
�L
BASE ENTRY ROAD I
� I
Hw� —j
90 GRADE TO DRAT%
'NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION \ �,
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
fr 11 FOR DITCH DETAILS SEE SHEET XG501
f
' lO TONS CL I RIPMP
i ,W/13 SY FIL FAB
s�
N
Io
O
O
;s o xs so
11111�� ;
SCALE IN FEET
t
MRIFAC
13:57:02 Pr4-07-20
11
p.A,,rl
0402 y(194,p04
Top4S5 ." ycyy
•` SEAL �:'•
033184 .`
JDTI
NEACTEC I RKSK JV
pl;ex� uex,yf.
uwc+u
o U
L.]
v z
J
zg
O
Q r
tiN-
Zd
—
CL.Z
a
Z
OO
U
b�
n�
o
o
�Z
00 W
O
z
c'3
Lu
�
<:
0
z V1
c�
z
ZQ
J m
m
—
W
s
4U3
Lu
W
U C uj
U
[r3
m�
<s
J
t 4
2
�
;z�
a
o S
�
s 0 TEa u 10"
L -

1)
I
r_
Kv!
97
If �
_J,
t jF
VOY23 SY FIL kB
F F
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
FOR DITCH DETAILS SEE SHEET XG501
10
F
MULTI —PURPOSE TRAIL
BASE ENTRY ROAD 1
F
f \
'ter
I TOE PROTECTION
SEE MAIL F
In
PSH
r��_� r� ors '/;: •.�✓//
N
it
OD
O
MAY 0 2011
BY:
it
LI
Nfflf FAC
11
133191
MACTECtRK&KJV
a WE
res Ff.- I-C JLZ " ifim
sue
J
NANO
4.
Z
0
9L
L5
<
z
0cc
0
co uj
0
z
cy)
UJ
<
0
CI:
.9(
z
0
z
0
L)
Z
%Q
LLJ
V)
U
4=
<
co
<
z
I lLgzt._a
SCALE IN FEET Ne.
I 259Z5296
CcT 1c� V lc,;9
XG1 06
C_
7
m,

A F,
I
N I
10
f
C--)
v
TOE PROTECTION �5' t —F!
M 'PURPOSE TRAIL I
ULTI—
M
i
4
ut
0
Al
7 '71.
2GI AV4 (� I f�l*�'"t ` `+`\ BASE ENT
a
1, ,�j ;� Y
YCI
u
U W/75 SY FK
-I- BAN1C5
15' CAP
2 Et Dow$
Xqu di
PSK
F
f
N;p
V
v\
's
RAN
Yi i \
tY
F
—F
57
GI
-JL
0%
C13
Ell)
15' [AP
2 Fulaws ,QD a LLJG"
F
F:__
F
0
MAY 1 0 2011
NOTE: SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES.
FOR DITCH DETAILS SEE SHEET XG501 zS 0 ss so
SCALE IN FEET
mayFac1
5T07 P-kj!M-07-20- 1
SEAL
033164
MACTEC I RK&K JV
1--w .: — I
U9DP Im. JLB 0- jhv a
z
0
z
Z
05
LLJ
cy
cr
z
00 uj
z
m
LJJ
<
0
w
:z CID
z
0
F-
u 3
UJ
Ld
z
M
<
to
Z
"i 75w93 2 9 7
i
C--

1/7/? 1
R:AOesk}nAHydr aul�c sACnppAP�H\mchct_c_hyd_psl�_r_08.d gn
auuallares �
n
w�
z
�rj
C)p+6V,Z d�S
3N
MATc LILAC STq r�
zsl +oo
a�
O
5
01'
�O
i
NAVAL FACILITIES ENGINEERING COMMAND - MI l}ATLANTIC
bX. ic} wve; Stelqu MWDL-. ve
E
Y
,..•""""'�.., ?
mAR1NE CORPS BASE. CMAP LEJEUJi E JAC};S WILLE. NC
n
`
—�
�•'
FY13 MCON P1384 (BID OPTION)
;o
m 1£-R
_
s w
m
NEW BASE ENTRY POINT
n
,? a
�
+'''�•""'"",•"
Lo
BASE ENTRY ROAD DRAINPGE PLAN
e
—
s,4
ots<»r,nN
DM
.»r»

/7[2�II
H:\ lesiC,n\Fly ctraullcs\ CAD C\PShI\mcbcl_c_nyd_psti-r_09.d fyn
CIOo �lkar'6S �
S
w1.4T�HUNE Sr
/ 25'+00
' 1 �
I' I // l� !per•._"....-"�..."r- �r
IM
1 r
X�LACE-CREEK._GREENwAY�� --
.j
`1kLo—
•, � r
Y C�
d o"�
�4
■o
iC
17
J
/��/�•�
w —$
° ;,'
=a
A-
�
i
R
m0
[IEI't,Ri61EdT GF IHe I:avi :mvxf f4{ILII4,5 ENGIIJLERmC, i'GIu�Jeuo
NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC
fq.RG Pi WVft sullen MRfOLI, Y�
o
� Y
s s
>.
m '�
� �
.^
� � ,R
F n
x
b W
';►.•••......' �"�+.}? N_
s �.....✓•: = tit
!!''��
�•�
I
IdARNE CORPS BA<E. CAW LEJExz JACF:50E'tvILLE. r�C
FY13 MCON P1384 {BID OPTION}
NEW BASE ENTRY POINT
BASE ENTRY ROAD BrAif•IAGE PLAN
S�.
� «x»r�Rl I I.•:,

,
A
I-
1
I Y - �. �, '\ Jam, .' / - 1 � F •\ i . � � � 'PJ,
;- . . 1"i, � ` / " % I � r ; f r /,�� '' • .' , ' ,1 � � moo ,
SEE ROADWAY PLANS FOR ROADWAY CONSTRUCTION I
DETAILS AND PROPOSED DRAINAGE DITCH PROFILES. 1 a
_ - /, r �• ;� ^�, f `FOR DITCH DETAILS SEE SHEET XG501
END ROADWAY PAVEMENT
BASE ENTRY ROAD (BID OPTION &
- `� •\- "L��` \— ! /ter/ / �' �' �GV �,/ �i i'/''' �-s �� BEGIN.. ROADWAY PAVEMENT
; BASE ENTRY ROAD ( BASE -BID)
/ �? / �y/ - _STA_ 275+M,00NAUFAC
IPA
�" �f?I I I i I I,•� - i /r, �- - J �y'� 7]
Ln
(m{ I f
i'./� �, f I! � iFI �-`- G!DV
+ y ; 1 . i I " I %, r'f / i 1 w,l , 15 RCP-01' toi } ! 1°] ' S� TRAX 31 r I / iFin
,Mp r 1 ^I f 1 I �,�/ `/� i , �! :y • R M+1LT!—PURPO { / _�_Olt
r ,
-
[Jill
t ,ot I id
„ 1 i \\ �` ` MACTEC I RKRK JV
BASE ENTRY ROAD
LII r'4 4 iI 'GR,�,ae f4DM iOIDXQy -
Z l . r; { ! ♦ ! J / / \ / i ! I l 104 2GI 9GI- _ >i 1 f aoowuur ue
= r • �'. % I tr txrae J /• Ie• xcrAR _ \ —
I F\ *LB- nu -� F r m i f i �Y �F
1
Vic\,` T /7 S s FIL Fth,
SPECK pacm
SEE DETAIL A
1 f
`Jj y ► 1�1 t } y`- i i I \ �� ���� -�t°v t 1 1�loe I ! / I11 ^� H
$ TOM %1 RI l I 1 UETENnO ' ` I f V Z z 0 C?
7 I ' I �_ �, �� �` Vf/A Sy Fll 1A0 `y �� BASIN C-2 / J a �• z
1 1 I !�i)rl 11 4 m! '"� 'f` 7 -•-�.. t t� 1 \' Q m
1 1 I i i ! 1`t 11 ' fY 1_ l J j I',� 11 1 •y - f-
•r �I rl l t 1 ' • i 1' 1 %' - --�� ,� 'I _ •\ , ,,` l`l \ ' ` - �' W Z � N
� �j �� %/�
ti__'/ 4,�,�l ll ll ' r / r "` �11, +i f, ; _\\ .f+�3'`/-/�-_-_�••';-� r ! `, \ , �e 1. �.L.JCEI j-���� a Ow W
Ld
MAY •2`6 2�i1�, ��
5
rn a a
AS NOTED
Psei
i /!!
2 ,J� o 11 w-
1tIlllsv�iN FEET) - uK.cw12593300
7 �` �11 `1 ti 1 1 S - i -\ ` . i`/ ��\., �• \�`. ! 1 �� �'�. �r`j(\ \ \\ A \ 7$9 0 049
XG110

A
L
z
IF
0
DETAIL. A '
SPECTEE-=ITCH
[Mp+ TO Score!
pr�1r�«,t
i f Slefp�i
anus r�o 0 W
re min. 0• I.0 Ft.
SERNCE RO.AL1 C2 STA 10+40 TO ST4.12.47.25 V
TRAIL 2 STA. 510.25 TO STA. 520+48 IT
TRAIL 2 STA 519. DO TO S11 S20.46 LT
CULVERT INLET CHANNEL NEL (NTS)
NATURAL GROUND
ERCAVATE
YARRS 21•9'
-BER- STA. 174+60 LT
CULVERT T T CHANNEL (NTS)
DETAIL B
LATERAL 'V' DITCH
1 Net to Sae1e1
Tlt
r , 0 Wt. S1aM
QTn_0 = LOF t,
b = 2.0 Ft.
NATURAL OR
EALAYATE
._ � r7Y°I •_. it'll
Lr UiER�F.B m
VARIES 2•-Y
-111EI6 STA 174+10 IT
PER STA 155+DO TO STA. 161+00 LT
PER STA 1"+00 TO STA. 172+25 LT
PER STA 174+89 TO STA. 186+50 LT
PER STA. 200+00 TO STA 206+19 LT
PER STA. 208-00 TO STA 212+00 AT
PER STA 212+00 TO STA 214+00 ET
BEA STA. 240+00 TO STA 246+00 47
DETAIL C
LAT AL B Z17 DITCH
I Not p SG Iel
R
swPe
u Ft.
b 2.0 Ft.
PER STA.210+20 TO STA 212+00 LT
CULVERT INLET CHANNEL (NTS)
f1AT1/+Al TI+OIXU
^EYCeYATE
VlRES 5'-T'
-PER- STA.189-75 LT
CULVERT OUTLET CHANNEL (NTS)
NATURAL tROuHOA�----
EXCAVATE
��\fllER'ADM
WARES 3•-T-
-REP- STA 139+90 RT
—TA I
FALSE SUMP
1 Xb+ t Selo]
preen la2.
L�
g. ,iI T
se Chart Beer• --ram 2a'_-i 11
S-011c Sba. C Prp ..a Of,,n
SfE PLANS FOR LOCATIONS
CULVERT INLET�HANNEL (NTS)
aATUiAL CROIp—�
FRCAYA7E `11l
YAi�i !'y5"
-BEN- STA 1%+40 LT
C,uLVERT OUTLET DETAIL (N
NATIA+L tAOu
*FRI eAl
w L!1.AB4K f
48ER_ STA, 195455 R1
STAR A 94 1 a DITCH
imp, to Scd.1
Mirt,D = 1.0 Fi-
t.
PER STA. 172+25 TO STA. 172+40 LT
BER STA. 245+06 TO STA 245+20 11
T. ETE-P ARIITE�ifON
I NOt Iq Spdel
p.
Fmr�c
3 pe of Llner= Class B RI -Ra
FROM PER STA. 225+50 TO STA, 111420 LT
PREFORMED
SCOUR HOLE
-NOT TO SCALE
�.re.arfwt! SbRR.Y+Treneent
PUN VIEW
'
np+Tina R•SRLI
//,� LLkkYYEELL ,Wp
M.11MLNAi1FAL FAO�Iy
Mfrs Y Of+dr
a,+rT
A
`A
L
e Pre Npb fP5N1 WSHI
C9lr
Ono Rap irs
G6eM np+ eno.n
ar tlYlt,l
gels• d-1e•
B� 3.75 4.50
ees .tth+rpn lfcea+lan.
0. 1,00 IAO
�p sore p A
W . 4.00 4.00
SEC110N A -A
tt PIPE (a a r5'
OR 18'0
0
•F[LL9YS5
PSF1L1
uItAL
T��
e� p of
L .ITH FIL4I[P TABMLA
F+B+I
YeN. r TIICR
STOP
PER STA. 160+25 IT
BE R STA.i6d+W IT
RER STA. 174+R5 RT
BER STA. 180+25 IT
PER SFAL 191 a31) RT
BER STA. 198+00 IT
RER STA 200+10 RT
BER STA 226420 AT
PER STA- 211, 00 AT
PER STA. 231.50 IT
BER STA 234+00 IT
ILEA STA. 234. 00 RT
PER STA 247.00 AT
E Z ZS 5+co
tTvi��tiw_• r �---5"��•
MAY 1 Q Z011
i
NONFAC
1357:17 PY F,4.07.2011
OL1S5 �._
03318A t DTZ
ayrr MF�'�a
a•�•,lyTj a
UACTEC ! RKBK JV
r91 [tnerfLR uM1u
sarT:�:: nR
ocs EBS Ifre JLB IC+ JRM
sa+w .wx=
exfr uv.re
r. i�23�J330I
79C• V 1049
XG501
7
UI
G

4
z
I
c
F
ti
a
L
BL -1
BL-2
PI Sta 1 +22.32
PI Sta 2 +87,89
A
= 84' 39' 52.4" (RT)
A
= 111 ° 31' 23.4° (RT)
D
= 233' 51' 37Z
D
= 395' 08' 35.9"
L =
36.20'
L
= 28.22'
T
= 22.52'
T
= 21.31'
R
= 24.50'
R
= 14.50'
BL -4
i
PI Sta 3 +89.66
�
A
= 22' 52" 52.9" (LT )
D
= 254° 38' 52.5"
f
L -
8.99'
T -
4.55'
R
= 22.50"
BL-3
PI Sta 3+43.91
d
= 77° 48' 42.6" (RT )
D
= 395' 08' 35.9"
L =
19.69,'
T
= i1.70'
R
= 14.50' POT St
+73,61-
i 11 + 36.E
Sta. 1 +40.35
25 50 ��
��ti-"
y �- PT Sta. 1 +3�
e _
\` 25 50 32.98
EL. 10.00-
-- PC Sta._1 +,o- 00
\: 346,550.54�
E. 2,495,866.94 PERMANENT POOL
WSE - 5.00/; �
nP"]. +
j` Sta.,S ,04.59 �
6' CHAIN -.LINK FENCE -�
NCDOT .STD. 86&01.,
CONSTRUCTION -
-PT Sta. 5 _+41.24 -,---'J
Z1
N
45191 55.3„ E
ZL
N
45° 45' 22.0" E
zi
N
42° 04" 01.4" E
A
N
35° 57- 41.9" E
A
N
29` 08' 39.5" E
®
S
39" 19' 57.1" E
7
S
38` 28' 45.5" W
®
S
6° 26' 56.6" W
,g
N
39` 19- 57.1" W
i
5 + 36. 02
67.53
5 + 34.98
73.83
FOR BASIN SECTIONS SEE SHEET XG503
FOR OUTLET STRUCTURE DETAILS SEE SHEET XG504
FOR TRASH RACK DETAILS SEE SHEET XG510
FOR VEGETATION PLAN SEE SHEET XG511
/
7
20 0 20 40
SCALE IN FEET
ROT Sta� 2-+40.87
2+16.09
12+66.58
23.4b 7,J /may
DEL. 10.50 / 1 '-DOUBLE
_2+06.91 2+50.Os /'2+74:5i1 ` SWING GATE
26.59
-EL.,7.50
l26 56.14 i�' 70 57"71 / l$' RCP_II/
JB GI
1+74.71
JB�w/MH
PERMANENT POOL
WSE- = 5.00 \ �~m a4ILA
- = V 2 +90.28 \ L 74�S"'-�
- _ 32.91 \ 7a sEru r
EL. 7..00,
i4• ....`.'
PIT Sta. 2�+ 4.801 > WN. ,;nu
;�, ;
f f. 6
- ✓ '' iI - I ' ' '' Ik MACTEC ! RKAK .Iv
1 _ ,PC Ste. 3,+ 221
/ 3+43.23 , ( .Wrmin We
- - 44.81.-- � � as eea..a n• a+v
� 7 PT';Sta. 3+51.9,0
28,36, ` 1
PC Stu. 3 +8511 \ 1� %� ` = o o u
-o OO
PRC Sta. 3 494.09 '�, �y ',\ 2 Q CL z
PRC Sta.:4+03.65 \� V Z =
\ \ ,, z M <
\ w _
' PT Sta. 4+63.70 z a
o \m
O �
rr ^,` ` \ 'i, W � 3
PC Sta. 5 +29.53 �' z
BL -5 BL-6 BL-7 = "
E w
PI Sta 3 +98.95 PI Sta 4 +34.56 PI Sta 5 +41.37
�� , A = 24" 20" 49.2" (RT) L = 33' 29' 45.2" (LT) zl = 134* 13' 06.3" (RT) j Z
D = 254' 38' 52.5" D = 55° 47' 00.2" D = 1145' 54- 56.1" K E k5 NOTED
MAY 1 0 2011 L = 9.56' L = 60.05' L = 11.71'
T = 4.85' T = 30.91T = 11.84'
2593302
R = 22.50' R = 102.71' R = 5.00' ll(T 751 ,, o•,y
XG502
/I
L
.J
1
J

A
r_
1
—15
5
Es
i
2.5 0 2.5 5 I ��
VERTICAL SCALE IN FEET a
5 0 5 10
tia 11
TOP OF BERM
HORIZONTAL SCALE IN FEET
EL, 8.00'
1 EXISTING GROUND 10 --1
CONSTRUCTION TOP OF BERM
EL. 5.00'
�� f 1«3.5'---------------------------------------------------------- -- _-_-_------------------------------_
10.0' ------------------ -
------------- ------ PERMANENT POOL EL. 5.00V,
10:1
BOTTOM OF POND
70' 3� 10.0 5„5t EL.0.00
---------- -- 0
SEDIMENT CLEAN OUT BOTTOM OF FOREBAY
EL. 0.00' EL. i.QO' SEDIMENT CLEAN OUT
EL. -1.00'
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+00
SECTION A —A
15 15
EXISTING GROUND
1a -`-- -- -_-___ _ _ to
CONSTRUCTION-� -
10.0'
PERMANENT POOL EL. 5.00'
5 10:1 - 5
BOTTOM OF POND
EL.0.00
0
SEDIMENT CLEAN OUT
EL. -1.00'
" y [ H '� ['• d
0+00 0+10 0+20 0+30 0+40 0+50 MAY 0 2011
SECTION B—B BY:
7 A C
DO
)3:57:21 - Soz
- ". SEAL
0.3318.1 F 7
r Div
MACTEC I RK&K JV
2uii
a.
x 0
�►=�
'
so
p- Z
OQ
m
sz
r7a
°. °
0
ce
V
TS Z
V
a
(o µjj
LJ
z
ch
aN
z
q
<
i
0 0°
m
n
U�
ui
_
i ~
Z
Lo
o
�
p
- E
�
y $
�
uuE,
as r�olto
[wrosc� .n. Ri°4
[Ubfe. W T µa•
12593303
79? a 1049
XG503
1...11.. -�o W...,..
J
S
J

1
I I L
RISER TRASH RACK
�_V TEMPORARY POOL EL_ 6.30
PERMANENT POOL EL. 5.00
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD
DETAIL 840.45 WITH SOLID WALL SECTION.
WAFFLE WALL SECTION NOT PERMITTED. L=4.0'
AND W=5.0'. POUR BOTTOM SLAB 1.50'THICK TO
PREVENT FLOTATION OF OUTLET STRUCTURE.
3A
PROPOSED GRADE
OVERFLOW EL.6.30
ORIFICE INV. 5'00
o a
z`
OUTLET INV. 3.00
6 �A
• D• � D e D. . D� A. > p
] .0' 4.0' 24" RCP —
OUTLET PIPE
SECTION THROUGH OUTLET STRUCTURE (NTS)
12" � '
AMC
3:28:2s .N „5-20-2011
Y s��'►o��i'.1 i A a p��' ,.,,
x
SEAL~�•
oil
iul
MACTEC ! RK81( JV
4" PVC CAP WITH l �(F «�
REMOVABLE SCREW
Z
PLUG
I C>
ur= co
yap
��r r
1 Z U
-- - ORIFICE INV. `'� O s
Q
L --- ------ OV Z
z OW Q
Q z Ito
a U
4" PVC PIPE CONNECTION TO STRUCTURE SHALL z co
4" PVC TEE BE STURDY AND WATERTIGHT. 4" PVC PIPE "' LL
> 3
CONNECTION TO OUTLET STRUCTURE SHALL BE W Iu
MADE WATERTIGHT USING RESILIENT CONNECTORS 3 a Z
a CONFORMING TO ASTM C 923 OR NEOPRENE r
- BOOTS EMBEDED IN PRECAST BASE WITH STAINLESS 4
COMPRESSION BANDS. -
y ae i
i 7 "PVC
DIAMETERI WITH
'- � � = z
�r�. AS NOTED
DRILLED IN BASE
MAY 2 6 2011 P383
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS)K�a.�
I` V 12593304
? l 4a[i 793 n !049
XG504
3
J

.r
1
n�
AS 58` 26' 21,51, E N 58` 26' 21.5" W FOR BASIN SECTIONS SEE SHEET XG506
U FOR OUTLET STRUCTURE DETAILS SEE SHEET XG508
FOR SERVICE ROAD
S 31° 33' 38.5" W ©N 31° 33' 38,5` W FOR VEGETATION PLAN DETAILS
SEE SHEET XG5 1G509
0 N 58'26'21.5r'W A S 31-33'38.5'W
SRD -I
A4N 72` 00' 35.0" W � N 58" 26' 21 e5' W - 01 Sto0' 0(y 00.0' (RT)� r
ti D = 154' 51' 12.4'
`1 10 01 10 20 - - - L- = 58.12'
1 SCALE\IN FEET 1 i PT Sta. 10+42.41
1a+06.65 �, 10+11.86
121.61 51,20
1 , EL -: 2.50 EL. 2.76 -�
!"1!•1!. 1, ,rf\�� 10+14.342.70
1
EL. 2.9
12125.
1
_ .I
JEL'.2.90
�, -� { - - YC- '` ' 7.r �1 • �� F 1 . r -r � _ L- I.1_ �; •.jr f -,,-� -i 1_,` rr,'1 ` ! j ' 'f �.
., _ , k
OVERFLOW Ct
POT SIG. 10+00.00=
-BEP Sta.274+24.41
42.84' RT
SERVICE ROAD C2 -
18" Rcp�lll r
J B w/MH
PC Sto. 11134.91
r 11+22.01
21.00 1
EL. 6.00
B -K CONSTRUCTIONS q
'o%
Sto. 11 +61.62
�.1 \ D
PC Sta. 1a'f00.00 /
N: 345,888 50 - `
C C
�E: 2,497,254 61 i i
`. POT Sto. 13+67�93
6 r i
SH)Aff
= 0 f 3
PT ta. 13-�60.11
PI Sta-10f27.00
A = 90' 00' OO.O" (RT) \ 1
D = 212' 12' 23.7"
L = 42.41' �GQ�\` PERMANENT P ! O I `
T = 27.00' WSE� 1.5'
R = 27.0(Y
P1 Sto 11Bf5 31 P1 Ste 2+15J2 PC j Sta. 13 +1,7.70
A = 90' 00' 00D" (RI-) A = 90' 00' OOff,(RT) , Jc 4
D = 337' 02' 02.4' D = 337' 02' 02.4' L
L = 26.70' L = 26.70'
T = 17D0' T = 17.OD' R=17DV R=17.00' t;
PT to. 12 +61.49 8
BL -4 8L -5 i ! BL -61 RECEIVED , PC Sta` 12 4-57"93
PI Sto 12-f44.82 PI Sto 12+59.72 PI Sto 13-f-44.70 1 S
A = 13' 34' 13.6" (LT) A = 13' 34' 13.6' (RT) dv = 9O' OO' 0 .0" (RT ) � MAY 2 G 2011
D = 38r 58' 18.7• D = 38r 58' 18.7' o = 21z 12' I2 7" ` PT Sta. 12 +46.59 PT Sta. 11 +60.62
L = 3.55' L = 3.55' L i = 42.41'
T = L78' T = 1,78, T. = 27.00' 1+ BY: \ POT Sto. 11 +78.83
R = 15.00' R = 15.00' Ri = 27.00' A� 1, ` �� PC "'Sto. 12-F45.03
A
1A
SEAL
33184
DTZ
MACTEC I RK&K JVMO
-y m.unt witK
_
A...�.
prgKVr"t p�
-
-_-
-11f0-
P-
'
z
0
S■
Qug
z
: 6
a
Z
n
s
;ate
o
Z_
a
o
=
.0
ac
z
asO`
z
o
�
ZZ
z
O LLJ
z
a
N
Z
O
-rA+.r
w
z
j
Z
PC Sta. 11 +02.50
" V
_�
`
b
o
M
F
J
Cl
}�
3
x.r, AS NO"ED
f
•PT'''.Sto. 12+24.82
�l25933as
va:cr 794 o 04'1
XG505

A
C,
2.5 0 2.5 5 1
VERTICAL SCALE IN FEET 2
5 0 5 10
HORIZONTAL SCALE IN FEET
10 SERVICE ROAD C2 CONSTRUCTION EXISTING GROUND
5.0' I 5.0' 20.0'
—j-; 10 x
----------- 0 --- / -------
___ __________________ __ __—____ i
2.0%
I
5 SEE SERVICE ROAD TOP OF BERM 5 NOVA
DETAILS FOR : EL. 1.50'
DITCH GRADE 3� 12.0'
Rol
EL. 1.50' PERMANENT POOL EL. 1.50'
-----_-._---------------_-_� .—_----- 13:57:29 PM1yJ,�,4-V-2011
JO:J BOTTOM OF POND 040.20
?°ETW
essr+'''•
0 11.013.� EL. —3.00' 0 " !� SEAL
------------------------- 5.0' 5.0' `?� - 033184
BOTTOM OF FOREBAY `-,;aF"!"�EE3;.•'
_ ;,,fir w.EL. M
SEDIMENT CLEAN OUT SEDIMENT CLEAN OUT _ -----
EL. —2.00' EL. —4.00'
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
MACTEC 1 RK&K JV
SECTION A —A
r IAY.M(F VNL
CES M IE-..PLC I- JAM
Fti
c«v [wrurx
10 EXISTING GROUND 10 10 10—
5
EXISTING GROUND 5 u
TOP OF BERM z u
CONSTRUCTION EL. 4.50' 3 o �
_--- a N Z U------------ -t_ CONSTRUCTION > u O
------------------------- - ----------------- - 0 v,
5 —-------------- 5 5 --_ -----——_------------------ --------- 5 - Z O O m
1 3------------- =n
7 °0 ore o
10.0' 10.0' 10.0'
0
no u
7.5' Z U
PERMANENT POOL EL. 1.50' — ' PERMANENT POOL EL. 1.50' z m10,
w Eln
BOTTOM OF PONDLn
0 p p EL. —3.00' 0 1 Z m
BOTTOM OF POND �. O
3N
EL. —3.00' o
Lu
H Z —
z J V !�
------- ------ _________ _- r V m M w
SEDIMENT CLEAN OUT
SEDIMENT CLEAN OUT } '
J o lL O
EL. —4.00 EL. —4.00 u ti
0+00 0+10 0+20 0+30 0+40 0+50 Y `f'�= ' 0+00 0+10 0+20 0+30 0+40 0+50
;arE45 NOTED
MAY 1 0 2011
:arro. cwre, xc
SECTION B—B SECTION C—C ti�.."75,.__
I25 30b
vlE: 795 *49
XG506

R ., L
10
10
EXISTING GROUND
---
-----------
5--
------------------------ 5
i 1.0' 1.0'a 3�
FILTER FABRIC 20.0'
0 0
CLASS 8 RIP RAP
0+00 0+10 0+20 0+30 0+40
SECTION D—D
C J
2.J 0 2.5 5
1 nitI '
VERTICAL SCALE IN FEET
5 0 5 10
HORIZONTAL SCALE IN FEET
HRf FAC
SfAlrs:
i 33184 r
t
DTZ
nn
OTV
MACTECfRK&KJV
Pray
rr„
OCS .1N• M
FAYp WYHiII
wF r-
u
V � }
=�f � z
m3 H N
Z a
p C2
lo0
aC2 N
x �r CL
r
z 0w LLI
u
fa w
_ �Q tn
a
Z —m ]
W i L G
N ¢ O
W U �u —
u
r � Q Z Z
yu m w
LLJ
a EcrlvED 11
MUL AS NOTED
MAY 2 6 2011 ,mt, �
S r 12593307
WE[ 796 1049
XG507
11 1 7 1 -Z I A

A
t
I PERMANENT POOL EL. 1.50
NOTE: FOR OUTLET STRUCTURE BOX USE NCDOT STD
DETAIL 840.31 WITH MANHOLE FRAME AND
COVER STD. 840.54
a
ORIFICE
---
•
INV. 1.50
o --
•
_
at
'
c
a.
TOP SLAB EL. 3.75
/,,-- OUTLET INV. 1.50
10:1
NCI
l4
OUTLET PIPE
3�
)3:57.33 P�4,4-07-201 I
STR INV. —0.75SEAL
oa'o4�l7cie,��`
`403 B4
'� �. f'�'CIN4E�•,y.�
PROPOSED GRADE
J
SECTION THROUGH OUTLET STRUCTURE (NTS)
►WCTEC 1 RK&K JV
wxrRn
KMIr
>.ivace, ro o+a
xs EGe In, JL6 Ic- JF4
0 BxU� YH=;E�
[yLr Lx4/LNr
[(RISv fv.yY
z
O �+
"Z
_Z
O O z �Z
ORIFICE INV. m CL
} m
��
ao LZu
z cl) a
r
Z = Q
4" PVC PIPE CONNECTION TO STRUCTURE SHALL Z m
BE STURDY AND WATERTIGHT, 4" PVC PIPE
=O J
CONNECTION TO OUTLET STRUCTURE SHALL BE w o
MADE WATERTIGHT USING RESILIENT CONNECTORS = , Z
CONFORMING TO ASTM C 923 OR NEOPRENE = a
BOOTS EMBEDED IN PRECAST BASE WITH STAINLESS o a
COMPRESSION BANDS.
�z6 =
- - r
DRILLED IN BASE _�' `_.._ 'e �: ..r; ns HOTED
.�xax�r u� P1331
MAY 11 0 2011
DETAIL OF SUBMERGED ORIFICE OUTLET (NTS) i •n._ w•_ _
12�9�340
J �• sw l 7`.7 c• 1E4,
XG508
7

7
]=
T1l7rH r.'.
i I
20 I BEGIN SERVICE -ROAD-
STA 10+00.00 = I
-- - - _=BERrrSTA274+24.41.(42E
El�roBr I o
16 #
I I #
I P1= 1o+l0m
12 y�-' 1� P1�10t4
r=�PSoi Et = 6.9C
VC - 40'
F
8
4 SEG1N SPECIAL C �DITC
i
EL 650
10
�_ SERVICE ROAD C2
)3:57:36 P .W7-2011
-04•r�, essra�:
-
033184 i =
MACTEC I RK8K JV
I I 1 1 i t I I
!
----�
1 .-
__ ! —
-
.__-•--_
���
_�..{.-
—
—.-7-
:_
r�i...�
'
.-_��—
AS FGe Im- JLE k» JAW
as
--
_
1-
'-
{
- ' -
--
�- -
--1-
--
---tI
- -
- --
-- -
}-_L
-
1
u
I � I
FJI1571NG GROUND I t
--- �— --- t ——r------ z--------t
{ I �
[ SERVICE ROAD C2 GRADE LINE;�
i
J
11
~t_uZ
y
"O
U
gZ
`
00
_
_•)
I
I ---
--- �
�.
E - -
— f -
-- -
�Z
y
m
m
N
?
END SERVICE
ROAD
I
I
#
I
I
I
I
f
a
u
~
Z
a
STA•11-tW3EL6
_
LU
i
. I
=•
�
?
Z0
W Z�
o0
_
•
iiii
_,_,_,-��_
_5_
- t
_
-MAY
I
Z'
,.il
ENO SPECIAL CUT 01TCF1
I
; -
I •
- z a
�
I
��
Sta.12t4725 f I 4
� E1L60i0' �----{----F----;
t
- 'f
--�
�.
t
+—
t
- -
riry
�"+V'
�-
scucy
.5 I�OIfO
i � I I � Ii � F I I i - � � F i � �,. I { . � . I i �1 E I � i � I � I • +. 1 I - cans..csr5. n:. n�.•
1 i•2593309
s cn 79$ cr *49
XG509
/I

n
F-
_I
HI NGE
HTNGE
B ►�
i
II
II
II
I II
k
kl
I II
II
II
II
I II
I
I
R III
II
it
11
I
L�
II
I
�
II
II
I
I
II
I
I
III
L
I
I
I
I
II
J'
I
I
I
Lo
III
I
II
I
II
II
I
III
1 II
A
Il
II
I I
II
III
I
II
I
1
�
VARIES
! _
B—I
PLAN
RISER TRASH RACK NOTES:
1. ALL JOINT$ SHALL BE FULLY WELDED AROUND
JOINT WITH A MINIMUM OF A 4" BEAD.
2. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED
BY THE SAME METHOD AS THE HINGE PLATE BOLTS.
3. RACK AND HARDWARE SHALL BE REBAR AND
GALVANIZED IN ACCORDANCE WITH ASTMA153.
4. MINIMUM OPENING SIZE IN TRASH RACK SHALL BE
6 INCHES SQUARE FOR ANY OPENING.
#4 REBAR
#4 REBAR
}
6" TYPI ___�
45 REBAR`
a'
.x .5',
WALL„
.EYEBOLT
FOR
,.
SECTION A -A ATTACHING
- CHAIN
EYEBOLT
CLOSURE
A
l
J 6„
e
v
{ -#4 REBAR_
_`.� q4 REBAR #5 REBAR
�e
SECTION B-B
RISER TRASH RACK
MAY 1 0 2011
* NOT TO SCALE
IIII�
ll�l o
Illiul
iAYFAC
��
33:57:38 pne n4-07-2011
-04;0���17U,p
"•t`03 84 _
I NEE��•'
MIACTEC I RK&K JV
>r-atc
(LwulfP uMa:
Cl—
.V4, A'13 u-
xs B9B AP JAV
eP xH u+*+.ro
u[, tacrw,�
rU_4; W
F- J
LLZ 00
m `r W
0 t]
�Z
Z 00 M W a
at W 0=
w � N
_Z w Q N
WZm a
z J
11 S O 1
W
a� z
= U m r
J Q u—
Q w
aZy
.ILE, s �� S NO i ED
�rsra.[�ra, ,rz
2 59 3310
759 " ic49
XG510

L
.•
J
I-
J
DAWN C. I
win
rv����.
B P����f� fg;
_W a _� ,
BASIN C2
TABLE I •- VEGETATED SHELF PLANT LIST
SCIENTIFIC NAME MMMON NAME MIN STACK PIA1,n CFMELS 20NF
ACORUS SUBCORDATUM
SWEETFLAG
PLUG
2.0'
A
AUSMA SUBCOKDATUM
WATER PLANTNN
PLUG
1.0'
A
HYDROLEA QUADRIVALVIS
WATE.RTOD
RUG
7.0'
A
IRIS VIRGINICA
BLUE FLAG 7RtS
PLUG
2.0'
A
JUNCUS EFFUSUS VAR. FY AEI OR SOLUIUS
SOW RUSH
PLUG
2.W
A
LUDWM.IA SPP-
PRIMROSE WILLOW
PLUG
2.0'
A
PELTANDRA VWGINICA
ARROW ARUM
PLUG
2Ar
A
PONTBDEIW CORDATA
PICKERELWEED
PLUG
2.0'
A
SAGITTARIA LATiFOUA
DUCK POTATO
PLUG
2.0'
A
SAGMARIA LANCIFOLLA
BULLTONGLIE
PLUG
2.W
A
SAURURUS CERNUUS
UZARD'S TAIL
PLUG
2.0'
A
SCHOENOPLECTUS TABERNAEMONTANI
SOW STEM BULRUSH
PLUG
2.0'
A
SCHOENOPLECTUS AMEMANUS
THREE -SQUARE BULRUSH
PLUG
2.0'
A
SCHOENOPLECTUS PUNGENS VAR, PUNGENS
PLUG
2.0'
A
SCIEPUS CYPmAUS
WOOtGRASS
PLUG
2.0'
A
ZIZANIOPSIS MILLACEA
GANT CUTGRASS
PLUG
2.0'
A
ASCLEPLAS INCARNATA
SWAMP MILKWEED
PLUG
2.0'
B
CAAEX TENERA
QUILL SEDGE
PLUG
2.0'
B
CHELONE GLABRA
WHITE TURFLEHEAD
PLUG
2.0'
e
EUPATORbWEIPHUS DUBIUS
DWARf JOE PYE WEED
PLUG
20
B
EUPATORIADELPHUS FISTULOSUS
JOE PL'E WEED
PLUG
2.0'
■
EUPATORIADELPHUS MACUTA7U5
SPOTTED TRUMPEFWEEd
PLUG
2.0'
■
HIBISCUS COCCINEUS
SCARLET ROSE !MALLOW
PLUG
2.0'
e
HIBISCUS IA£VIS
HALBERDLEAF ROSEELAUOW
PLUG
2.W
e
KOSTFSETZKYA VIRGWICA
SEASHORE MALLOW
PLUG
2.W
e
LOBELIA CARMNAUS
CARDINAL FLOWER
T OT. POT
2.W
e
LOSELLA EEONGATA
LONGLEAF LOBELIA
PLUG
2.W
B
LOBELIA SIFHILMCA u
GREAT BLUE LOBELLA
PLUG
2.0'
B
RHYNCHOSPORA COLORATA
STARRUSH WHRETOP
PLUG
2.0' -
B
SACCHARUM BALDWINII
NARROW PLUMEGRASS
PLUG
2.0'
B
ZONE A IS FROM 0-6' BELOW THE PERMANENT POOL
ZONE B IS FROM 0-6' ABOVE THE PERMANENT POOL
VEGETATED SHELF PLATING REQUIREMENTS
PLANT MATERIALREOUIREMEN75
2. PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-
2. THE SUPPLIER($) OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE ORIGIN OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM USDA HARDINESS ZONES.
3. SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO GOOD HORTICULTURE PRACTICES AND
GROWN IN A CLIMATE SIMILAR TO THE PROJECT AREA PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE, INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF
OBJECTIONABLE DISFIGUREMENTS. TRUNKS AND BRANCHES SHALL BF FREE OF CUTS AND ABRASIONS. PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR CONSERVATION GRADE PLANT MATERIAL. EXCEPT WHERE NOTED -
4. ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS ROOTS THAT ARE FORMED THROUGHOUT THE POTTING MEDtUM 50 THE SHAPE WILL REMAIN AND THE MEOIUM WILL HOLD
TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD FOR NURSERY STOCKI,
5, THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER, THE
CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE ENGINEER.
R. THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND MAINTAIN Alt PLANT MATERIAL FOR TWENTY-FOUR 124) MONTHS (CARE AND REPLACEMENT PERIOD) OR UNTIL FINAL
ACCEPTANCE, WHICHEVER IS THE SHORTEST.
PLANTING SPECIFICATIONS
1. BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE POND SHOULD BE 1.0' BELOW NORMAL POOL.
2. PLANT SPECIES FROM THE TABLE 1 (VEGETATED SHELF PLANT LIST) ARE TO BE PLANTED, BY HAND, WITHIN THE VEGETATED SHELF AS SHOWN ON THE PLAN. SPECIES ARE TO BE MIXED TO
PROVIDE A VARIETY OF PLANTS OVER THE AREA WITHIN THE SPECIFIED ZONE.
3. PLANT NO MORE THAN ID PERCENT OF ANY SINGLE PLANT SPECIES,
4, PLANT CENTERS LISTED IN TABLE 1 ARE THE MAXIMUM ALLOWED. A MINIMUM OF SO PLANTS PER 200 SQUARE FEET OF THE VEGETATED SHELF MUST BE PLANTED. THE MINIMUM TOTAL
NUMBER OF PLANTINGS PER SHELF IS AS FOLLOWS-.
BASIN Cl SHELF AREA =4659 SQUARE FEET MINIMUM NUMBER OF PLANTINGS = 1165
BASIN C2 SHELF AREA = 3143 SQUARE FEET MINIMUM NUMBER OF PLANTINGS = 786
S- NO PLANTING SHALL OCCUR WHEN THE SOIL 15 FROZEN. HERBACEOUS VEGETATION SHOULD BE PLANTED IN FIT EARLY SPRING (APRIL-JUNE) OR LATE FALL (OCTOBER-NOVEMBER).
VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE SURVIVABILITY-
6. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75%OF THE HOLE, TAMPING,
AND THOROUGHLY WATERING. AFTER SETTLEMENT OF THE SOIL, THE REMAINDER OF THE HOLE CAN BE FILLED, FERTILIZED AND REWATERED. ALL ASPECTS OF THIS PROCEDURE SHOULD
OCCUR IN THE SAME DAY. THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS.
7, THE CONTRACTOR SHALL WATER Aft PLANTS, AS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS {CARE AND REPLACEMENT PERIODI
OR UNTIL FINAL ACCEPTANCE, WHICHEVER 15 SHORTEST.
S. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EACH PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER: HERBACEOUS VEGETATION (IF WATERING IS
REQUIRED) • 1 GALLON,
9. PLANT MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DESICCATION OF THE ROOT SYSTEM, PLANTS SHALL BE PROTECTED AT ALL TIMES FROM SUN AND DRYING WINDS.
PLANTS THAT CANNOT BE PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE
IRRIGATION AND ON•SITL PROTECTION FROM THE ELEMENTS. DORMANT PLANT MATERIALS MUST BE KEPT IN COLD STORAGE (38" - 42' F) AT 75 48 HOURS BEFORE PLANTING.
10. PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION, CONTAINER GROWN AND
CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE STEMS DURING
TRANSPORT TO THE PLANTING SITE OR DURING PLANTING.
11. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE INSERTED IWO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT THEY ARE NOT
PDT BOUND. POT BOUND OR CRAMPED ROOTS SHOULD BE CAREFULLY SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH WITHOUT FURTHER CONSTRICTION
OF THE ROOT BALL
12, PLANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS FURNISHED BY THE CONTRACTOR. TOPSOILSHALL HAVE A PH RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH
ORGANIC MATTER, IF THE PH IS NOT WITHIN THE SPECIFIED RANGE, THE PH SHAH BE CORRECTED AT THE CONTRACTOR'S EXPENSE OR AN ALTERNATIVE SUPPLY OF TOPSOIL SHALL BE
SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHALL BE MIXED WITH ORGANIC
MATTER AS SPECIFIED.
CONTRACTOR INSPECTION
1. THE CONTRACTOR SHALL INSPECT AND VERIFY THE DISTRIBUTION AND PLANTING TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING SPECIFICATIONS HAVE BEEN
MET TO THE FULLEST EXTENT POSSIBLE AND REPORT THE WRITTEN RESULTS TO THE OWNER.
2. IN AUGUST OR SEPTEMBER THE CONTRACTOR SHALL CONDUCT A SITE INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF PLANTED MATERIAL TO DOCUMENT
REPLACEMENT NFFDS FOR INDIVIDUAL SPECIES.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON -SURVIVING PLANTS DURING THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN CONTRACT
DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST.
4. ANNUAL SURVIVAL RATES OF THE PLANTED STOCK SHALL BE ESTABLISHED WITH REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 15%OF THE ORIGINAL NUMBER OF PLANT STOCK.
S, IF NATURALLY RECOLONIZED NATIVE SPECIES OF EQUIVALENT WETLAND INDICATOR STATUS EQUAL OR EXCEED 90% SURVIVAL, REPLACEMENT STOCK WILL NOT BE REQUIRED,
6, THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN INSPECTION BY THE OWNER CONFIRMS THAT THE PLANTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS.
SIDE SLOPE PLATING REQUIREMENTS
I. SIDE SLOPES SHALL BE PLANTED WITH CENTIPEDE GRASS AT A RATE OF 20 LB/ACRE OR SPRIGGED AT A RATE OF 33 BU/ACRE.
2. SEEDING SHALL BE COMPLETED BETWEEN MARCH AND JUNE- SPRIGGING CAN BE COMPLETED FROM MARCH THROUGH JULY WHERE WATER IS AVAILABLE FOR IRRIGATION.
3. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 300 LB/ACRE OF 10.1D-10 FERTILIZER AT INITIAL PLANTING ONLY.
4. PLANT SPRIGS IN FURROWS WITH A TRACTOR -DRAWN TRANSPLANTER, OR BROADCAST BY HAND. FURROWS SHOULD BE 4.6INCHES DEEP AND SPACED 2 FT APART. PLACE SPRIGS Z Ft
APART IN THE ROW WITH ONE END AT OR ABOVE GROUND LEVEL. BROADCAST AT RATES SHOWN ABOVE, AND PRESS SPRIGS INTO THE TOP A-2 INCHES OF SOEL WITH A DISK SET STRMGHT SO
THAT SPRIGS ARE NOR BROUGHT BACK TOWARDS THE SURFACE. __ CEIVED
5. DO NOT MULCH CENTIPEOEGRAS5 .1��.i�a�
MAY 262011
BY:
a
s a� sl0 Z�+ it
{ SEAL r
i 3318t � �
ul
ID TZ
� y yy�LF
iYl
o L
MAC:TEC: I RK&K JV
d aww 1.a�N
K,�If
yw,rdr •aa w[
■ra w� wa
oua
r
Z 6 a
r g_ o
Nix �
yl Z
pZ MQ
0 �99
ZZ
p lu
LU z LW/S
ua
Z
WLL
L
L " Lu
H 4J Z
N
Y
i � Q
?Z a<_
e �
a
12493.3 i 1
z
C
z
O
Lz
L.�
i
7
z
a
07
z
O
1=
z
L,r
1
LO
1)
7
n
lem

a
R: \ Dasl qn\HyCrauliCs\C ADD\PSH\mCbcl-c_tiyd _psn_r _ suml,agn
gcaaeares n U3
f I n I
N
w
Ln
SIMON
1111111��111�■1�1�10���1919fl1���
IIBII��A��IAAI�1�1�1�111��1�
9�6a6�E�9B�66�9�a�:BB99Y6IN�B�
1��9
��
�69B6B6a9E9�BBB99oB��B�
�aaw��a����6aeaaea�9eas��a
��6BEEe6
mom
�E:9ae����
�B@�BE��9�E�@e96B9E��969B68�B��
��B���B9B�19lP�9�9��9999BBB6
����u��■���n�r�on��awwn��
..
11116���19�B��B99�9���998�9�98�
lll'iliffi9lmillillo9i"ll,��a�a�a�aa�
.
1111111111qF1111111
go
111111
Ilo9��BB1111I.Proll8�
oua���m��mu
mnuo�nunno�m�
oan��a�n���o��ua�m�oo��oo�uu
A11111�■IIII�I�I�I�IOm10��
��muannuuuo�
nmunu
n��u000
■osnn���naoom��a�m�n
on�umo��n�om�uu�000��n��
III
Emu
1111111IMMISM111111
on
9
mom
on
M
q
NNE
MI
MIN
ON
on
■�
m
m
iLr

a .
,
r
milli
mm
111m
::oD:::N-
MINVER
�E�mCmmmmm
inn
..___.m:11
mmmm
:::�CC:C:�.':::NCO
®IMC
m:mm��
■.■..�.�......��
.,
:mmC:::MID.:CNCC:::M:mmm
mCmIME::::C.
o______©
_©-.:.a
_E
_mo_____�__ug
_mmm_■■.
E-■■/-■...■_■■■
--i____�::�C:■E■
_______=.v__
_■-■
C
_=:■■0■/Ei////■■■
_-
1=mmn
H-1mill
MM
no_
_______
-:
_.__Ed
-.
E�
-l�mm
mmm:MIMIMIN
Cam■-�r-
:C:/'-i■i:'�Cl
::
NONE
mc�o_®m®momOEM
__
__
/....m__
.___________...■._.._____._________■■.._o__....._.....®.....m__
IBM=
=8E5::EEEEB�:�JBE�
�'E�86E
EEEEE-:::e:E:=
�[��m-��mCm:EEEE�C�--.mammam.mm�Cmem�EEEED�:::
mmimm�
:::�C�
�
:mmu
��-�__�.DCm:EE:E::E■�Im
NEE
.
__.mIN
mm.
mEE:mmm�CCC-■iCMEE
u■m
:CEmus
;:::ACC
_m:mm:EIUMNJmoCC::::DC:::�.;�
om
____-■■�--■._�._______
t-■_____■■■■_./■■t■�.=■■■■m�_
r .
---
0-11m�aE�::::ae�-.
IRENE
MIN
Iffloollom
IN
®_____■i■�
,
.
____nnnnnnnno
noo
odn■ao©��nn�nonon��monna■c•�■�s
eos �. ions
XG602
2
3
5

4/7/j"s I
R:\�zsicn\++ydreu ics\CADO \AS H\mcbc1_c_nyd_psh_r_3LJM4.dgr
gala la -es n c I C-)
Ni
w
JLI
Iv�9B9�9B�99�IB�0�9Ba�6
B6
�
1�0�696�OB�B9��B�9
eenno����sinn�,�
Moll
e
IIIIIa������EEC�B��"e�
RamonDomain
ONO
MEN
III
III
In FUJUNNIJUN1111
n1111111
110
�un�mwnnamnmgn��
�
m
n��mmnnumnm
o��
�moumuo����oomo�amum��
UUAN11
RAM
liiiiiiiiiiiiiiiiiiiiillimillillillI
o
o�a�moa���mw�mnnmo�
lllilligillimililimm=niBB6��9EBB9B986IM
�
11111101M�8�99�86E9B���9PJ��9B
E
MEN
H
4:999E9����9��A�CC•
rum
13
Muni
.11 WIN
mmnoom00
��oommm���no�
�CC�C���C�C9000OCCC��B���
1119���I�B90�BIIB0��90�8�
iv I
w
ICn

a R �\7/esi20u
Dgn\Hyd r-anti CS\CAD D\PSH\mr, I o Ol_C_ hyd_ pSh_r_ Sum5.a gn
gap ally r'es D Ico
KO
L.�,
MaE�m9B6Bm6ii1I
I
I
I
llmm�
iiuun�e�ivaam�i�imummiiii�n��■
I�BBi��6■��B996B���
B09BBE.�6B88E��B�BB��E�
son
so
0
on
0
0
0
WE
so
MEMO
x
gnomon
nomonlom
Emom
M
ml
MEN
on
�G�
moommo
iQ
O��imO�Milim
illillemrsomil
���
iY0
���Ga
IIIIII
0
molloolow
loon
lowl
lion
veeee�e�e�eeee�eee�e�veme�:���ee�em�■
litmaloul
low
uu�a�n�����mnnmI
IN
111
11
PIN
III
I
B
iii�na�man�iin�amuummnmuiunNAVAL
FACILITIES ENGINEERING COMMAND — MIDATLANTIC
NI
w

BEGIN ROADWAY PAVEMENT
BASE ENTRY ROAD (BID OPTION) �OOj xs v _xs so
STA 155+00.00 rrscuf ww FFrr
Lf�8EL
N PAVEMENT PT Sta.159+49.99
-PURPOSE TRAIL I
}--1-_ _- OPTION)POC STA26-145.00Q.
1 OS TRA! —F ---F --~'F� --F —��F
7I MULTI -PURPOSE TRAJL 1 10 Q _
BASE ENTRY ROAD NB PGL +CH
.10
42' ®®
BASE ENTRY ROAD N
'--------- l2 Nf ~
W 1:48:11PVM04-07-2011
4 -•► `�I �ni Nl �` —► 12' �_-04'00.A'^:yyt�rGR"!.
f TJ �rFtssr
L •L r'`` SEAL
071122
BASE ENTRY ROAD +''� w jy w.
BASE ENTRY ROAD SB PGLY RK
HWBERCP MULTI -PURPOSE TRAIL 1 �
PI Sta 150+80.64 P1 Sta 26+82B8
A = 22' 25' 435' (LT) ©= R 57' 48e (LT) MACTEC I RKBK JV
D = r 16' 237' 0 = r 28' 08-F
L = 176/55' L = 47399•
T = 89220' T = 23729'
R = 4500.00' R = 39OODLY
la = wwu
10 umts• 4EE
5 res LtASH r,IEa. AR Ic MTM
A
A wSa
I n[t [ryra.
N— Itaut.ww
F
O �E
r
E 3 U � E,i
CATCH Y S �
0 z 3
60 END -FULL -SE POINT
PAs-s-THRU-0%--END-SE-TRANS —� 60 g R p Z
RIGHT -OUT, SIDE-EDGE'OF-TRAVELWAY = i
--------- --------- - ---- - ..., 2.8%
--- ---- t -- I I BASE ENTRY] ROAD PGL I I I I i I ... �.-..0 ,7 = 0
_
50 `----------------------- 'LEFT OUTSIDE EDGE OF TRAVELWAY O
159t16:32 f59+4999---160+{L-32 l6fft3750 a 50 = Z O
BEGIN PGL� � � l59+27J9 ` o;;
BEGIN NEW CONSTRUCTION I } z
40 P1 = l54+0O00 BASE ENTRY ROAD MAIN LANES PI = 162+55.00 V) 40 0 H Q
STA_1ss+OO.00 EL = 29.4r v Z LL
VC = ISO' ELEV 2&77' VC = .74 LLI CD LU n
K = 23! PGL :0 BASE ENTRY ROAD K = 474 Z z m a
� Fn LU o
30 r-+10 3500% _ r_ 10zXO7 = 30 W z m
z -0.
Swy
g 20 ~ w I z
20 +`` -- --i+)03000%-- -I- ___-- I ----- �---------------- i------------ --- ----- --- ---------- - --- --I- ��-- s-- --- ----- -- -- --- --- --- -----------------f-103000%-- ---- C a Z m
,a
10 EXIST GRADE CL END LATERAL V' DITCH BEGIN LATERAL V' pTTGH 10 z
BEGIN LATERAL DITCH _ .1
BASE ENTRY IROAD BASE -ENTRY "ROAD BASE-ENTRt ROAD o s
STA 155+00 1 STA 161*00. 0 STA 164+00
ELEV 1620' LT ELEV 18.00' LT ELEV 211JO' LT : as Nora
0 � � EPws.[cr xs, P13£4
0 ;crvstA. znro. ,n.
154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 75,96*
13347
sxccr -Z6 is 1015
XP101
L
.J
I

A 1 -2 A a,
2JI, 0 19
Ln //17 SCALE IN FEET
SEWER LINE BY OTHERSHSRS
TIMBER DITCH BY OTHERS
STRUCTURE ,
O
O
co
Lo
Lu
z
1:48:37 PM 04-07-2011
3:
w
02s1122
MACTEC 1 RK&K JV
wxclm ww
L
50 50
'EE
E U
T
T
Z
40 40
5 z LU
PI 175+00-00 a -
EL 21-94' 0 0
*10 VC 400' co
30 PGL 0 BASE ENTRYROAD r- I a- z
K 306 30 0 03 CL
< z
F- I
.... ... .............. ............. 0 <
20 --------- --------- ; - - - - - - - - - - - 7 - - - - - - 20 u z
Lu C) LU
K r) <
z J. ------ ------- z Lu C)
't' ---- — - — -------- V) C,-
PI =f7O*OODOO `7
EL 1920'LT 4
10 10
7Z
I SSA-HWRE 31
wmclLc z
z 0
EXIST GRADE 0 CL PI wf78+OOD00
El 13.00 9i Lu
0 END I LATERAL V DITCH 0 -MZ Lu
I I V)
(+)2
G�
-BASE-ENTRY-ROAD LATE-AL-Vt Fj -
- 57-
STA WZ-�25.00 BASE ENTRY 'ROAD LL
E 11.35'LT STA f74-1-8RJ9
M Y 0.2011 -1 o 5i 7
ED
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00
c77, 1044
XP102
-2 A -- I-- :—
Lu
z
F-
---
SHOULDER BERM GUTTER
174-61000 TO
/76+5000
—F�-- _ — —F�-- — —
—F
=:=Too,
I UUITI-PURPO.SFiTRAR
I
MULTI-PORPOSE TR
T--1
\i":':
BEGIN GUARDRAIL
174 +05,08
GUARDRAIL
END 176.00 +4534
BASE ENTRY ROAD
N8 PGL
;
57.00'RT
GPAU 3 so 57-W RT
III
. ..... 51.00' LT
4-
pz
Vu
/21
4-
51.W LT
42'
S 2-r 04' 5.52- =
42'
BASE
ENTRY ROAD
GRAU 350
1 CAP CAT-1
51.00' RT
ELBO wS 5LOO'RT
Ro & wo
BEGIN GUARDRAIL
END GUARDRAIL
BASE ENTRY ROAD
169+0000
W5 �LOO.00
57.00'RT
57,W RT
BASE ENTRY ROAD SB PGL
V �,
SHOULDER BERM GUTTER
172-t00.00 TO /75+00.00
71.
--------
----------
--- -------
................
. ..... ----------------------------------------------
---------- ---------------------
--------------- --- ------ --
-- --------- H
----------
----------- ------------

-)
m Ba-�SRS
� yf
O 2
PC Sto. r87+88.23
Q F F BEGIN GUARDRAIL-
.0 _F 189-f67.50 J
+ _F — —`-- -- — 11
TI-P R �F 57.00 LT
o
OC'i z,
BASE ENTRY ROAD NB PGL SHOULDER BERM GUTTER
189100.00 TO 191+50-00
42
9.91
51.00 LT
vti
W
BASE ENTRY ROAD I
j +d4.54
' 5t.00 LT
MULTI -PURPOSE TRAIL 1
PI Sto 60+18.74 PI $to 62+09.27 P15to 64+42.77 BASE ENTRY ROAD
,L = 11'4r 36.4'tLT) p - 10' 36' 28,0 (RT) p = 13' 28 595' (LT) .
D = 7 38 22.0' D - 7' 38' 221E D = 7. 38' 224r
L = 153.07' L = 13886 L = 176.49' BASE ENTRY ROAD S8 PGL BEGIN GUARDRAIL
T = 7680' T 69-63' T = 88,66' 18Sf79.00
R = 750.00' R 750.DO' R = 750.00' 57DO' RT
HWBERCP
P15to 204+6625
p = 59 25' 53.r (LT)
r 5F 558•
L = 3.04959'
\
T = 1.678.Or
a
R = 2.94Q.W
~
~�
;l[[fl ` ss so
SCAR b" FEU
TIMBER ti
STRUCTURE
-- - _F
�- F
\ 1 1 r�
5 j � ' y21 ENO GUARDRAIL
57.0 0.OD
57.00' LT S1.I.O
GRAU 350
ur-I r
r 1Z
,,. 12 z
� m
40
cn
r2
1 r
m
1
o I 1 E CATCH POINT
BEGIN SE TRANS
60 �_ 186-�3093 P45S_TNRU-fl% BEGIN FULL SE RIGHT —OUTSIDE —EDGE OF—FRAVELWAY
1 I
Q I` IE I I BASS ENTRY ROAD PGL
I I
50 '� _ -38% k-• <.. LEFT OUTSIDE EDGE OF TRAVELWAY : ' ' I
Q 186+969D l87+8703188 f3390
P1= 190+00.00
EL = 32,44'
VC -I-W
40 K---101
LJJ PGL 0 BASE ENTRY ROAD
Z (+ 70100% (-)0.78007
30
{--------------------- --- - ----------------------------------------------------------------.
W7
Kaf RAC
1:49:38 P11
CON
.t ti
aa112z 1 =
O
MACTEC I RKBK JV
[ ms `ASH 1V. AB N+ uim
A
E h'C'
1 Stiff MrM•
0
+�Z w
CV) O a O J
r— 50 y 1 a Z a
o OO
`Z ❑CL °s
N 40 0 �Ei
W o CO
Z C7 W L
_Z `r
W w a ULU,
J Z
30 z J Z m
V W �o —
F_ �v
V Z
20 ,
J
a Cl) <
P1=l8l+pOla00 4X15T GRADE v
10 E1= 19m , %�M -Y_1 2 0- Z 10 r
END LATERAL 'V' DITCH I4 71 1107ED
EI. 7.91' I ��¢,r x�, P1384
BASE ENTRY ROAD ram' stet 7
.TA 186+50A0 srr.-+Meeks►-149.60 4 . Q x°
0 _ ELE!_2. 2.00' LT
180+00 181+00 182+00 183+00 184+00 185+00 186+00 187"+00 188+00 189+00 190+00 191+00 192+00 193+00 ""` `°1251'3549
sxc=1 B38 " 1049
XP 103
L
J
r

n
Will
�`r'P,r
e ! MULTI -PURPOSE TRAIL 1 Zi1111- 5
PI Sto 70+28.45
' = 1f 412' ILT)
�0
D
SCALE IN
FEET
A 35'
_,�
RWBERCP
Q
— — — - D = 7' 38' 22D'
-Im
,�ti 176J
aLn
tiN
PI Sto 20446625
TIMBER
SHOULDER BERA4 GUTTER• T =
.195+50.00"TO-19B+OD00,-' R = 750(Xl
aq
do
N
Q - 59 25' Sal (LTJ
D = r56'55A'
STRUCTURE
�. / 10
o
L = 3dJJ4959
Ln
/ END GUARDRAIL o
a
V`7
T = 1,678DY
r~
_
BASE ENTRY ROAD NB PGL
f�
I I
I I
199.79
Fr —�
SFr
RPI
16�51.00
/Z
BEGIN GUARDRAIL
LT >
196+05
S sr 5 1.:r, F �F —F
_F
—� F— `f M I- U
Q
T
57.00 LT CAT- 1
fI
y
q�
r f +96.89
N
r
r IZ
fn
®®
W
cw.0 350 51.00 LT
42
1
1:4840PM�04-07-2011
as oo, tCAR
1`
12
N
~
!
j
BASE ENTRY ROAD
SEkEq�.rr.
_ -
� � �
i
!
CAT I
J 1��
21122
f'�01N4E'' fig.•'
r�'•;�Y3;-..;.
_ ! +3724
M�:``
p 1 p
f 51.00 LT
BASE ENTRY ROAD
END GUARDRAIL
l95+88.50
57.00' RT
BASE ENTRY ROAD SB PGL
------------
MACTEC 1 RK&K rV
4 {f
!
tff GVYI[19 th[
to-
s
C
A
u:v.:lx, to
DES ASH 0- JLB lc�� uiti
5 I
L
E
raarr .uax,
N-
wn
o-E
V
O
O
=E
Y T
z
s U 6
w
60
O
+
RIG1-IT
DUTSIDE
EDGE-0F
TRAVELWAY
-+
60
¢ g
w�.
E
Z
cn
I
C
I
I
I
I
I
I
I BASE
1 ENTRY ROAD
PGL
I
I
I
I
I
I
I
I
I
I
= o �_
O
L
I
1
11
1
I
I
I
i
I
I
IEDGE
I
I
I
I
E!
1
I
tI
1
lI
1
1
I
I
I
50
LEFTI
OUTSIDE
OF]
TRAVELWAY
(V
50
CL
z
❑
O
O
a
a
1
0�
a
~n
ro
40
Lnn
c
40
0
P1-=-200+OODO
EL = 24.64'
0
v Z
00 w
0.
W
Lu
Z
PGL BASE
ENTRY
ROAD
VC = 15LY
K = 109
Z
Z
�+
co
Z N
<
30
J
_
J
30
Z
z
a
Z m
[[
20_____
V
'
__ ___ ___________________
______________
_______
___________________
___________
1
('10_3200%
l I I---1J 20489%
_
{
20
= V
LL
�O
V Z
m r
LL
Q
En
___ __ __ ___________ _________________________
_
_
`�
10
EXIST
GRADE c
CL
I
BEGIN LATERAL v' 01TCH
BASE -ENTRY -ROAD
�`'�
`
�n
PI=205+00,000
El = 1770
10
< Y
Z
L
U
El. 10.30'
B'.T
STA.4
KC9C
EIWBERBP— 195+90
STA 200400M
ELEV 1930''LT
sc.E
as uarEo
EFL>Rcl
w, P112;
B 3�T
0
193+00
194+00
195+00 196+00
197+00 198+00 199+00
200+00
201+00
202+00 203+00
204+00 205+00
206+00
V`l112`"
259-'50
vEF
I
XP104
2

4
-)
n
r-
I
` I I I I I�I
rRaL
HWBERCP MUL1-PURPOSE TRAIL 1 ,n POT S1a.89+3836
ti P1 S1a 204t6625 PI Sla 80+73.91 PT Sla. 218+37�2
A = 59'25' 53r 1LT1 0 = 33'0& 46A'1LT1 _
D = r 56' 558' 0 = 2'00' 37.,r �' to ss sa
L = 3A4959' L - W4875' yr PT 5fa. 88+ TRAIL RAIL � IWALET = 1678.OY T = ,650,
Mu
BASF ENTRY RC1.4D N8 PGL R = 2.440.OIO' R = 2850!)O'
� p � f�
err
O rF ram— —`F TR .i
P FtP
_F -1 Fr I IZ
4 �m 12r rn 11 I 1 1
&
Iz ®®
iU BASE ENTRY ROAD
1:4&42 PM 04-07-2011
� ~ � � 'fir f r• � tr SS•�'s
1 �
02ii22 i =
BASE ENTRY ROAD ��`_ ` �•.�...... M`''
GRADE TO DRAIN
BASE ENTRY ROAD S8 PGL Olt
nnTHI
1
1
MACTEC I RKS K .iV
j x9.9rfD
+I1
4
� nesrrsn a
G res k�H Fc••. A61c- 41H
N— xosr. rvxr
3 0 0
�E
:T i lJ d w
b0 0 END FULL SE CATCH PorNT 0 60 z €
-{- RGhi-OUTSIDE-EDGE-OF-TRAVELWAY 38% '-}- + g4 0^^
�o I ! II I i I BASE ENTRY ROAD PGL 1 I I I I I I I I I I I ° I
I I I I I I I o� w� o
N E,I LEk OUTSIDE EDGE OF TRAVELWA50
0 -.. -�
217f9215 z o �
218-A 9A2 H a Z ❑ CL "'
40 Vi PGL V BASE ENTRY ROAD V) 40 m
•d
LU I W Z M W
z I L z w a
30 = 1.4,ob000z = 30 Z m
20 1 _...__ _ ------------- i --_--- ----^� t Y -- ___- -------- ----- ---- -__-______ __-----^- --__-- "' ^' -Y' -I --! 20 Y u m m Z +wit
L'EXIST Gf?- _ -
10
j u�
�AS NOTED
206+00 207+00 208+00 209-00 210+00
1)
211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 12`9
r�ls7sl
sit[, Eao ,, I04S
XP105
L
J

1)
7
n
L-
L
lu !1-
0 L
! Ln
! rn In
TRAIL coil
! PRC Sta. 96 #00.68 Q
j TRAIL o
MULTI -PURPOSE TRAIL 1 PC Sta. 95+0235 O
0 —F F F � � _F b F —F 11111� 15 S z
—---�—
+ seat w Fir
O% � f N N BASE ENTRY ROAD NB PGL N
� m n9 CV
cv N
N � N
a
®®
y BASE ENTRY ROAD ME
LU ` S 83'30'313'E W Z �p�
` Q Q _�
J N \N7 jai 4j �} Q314.03 PM U4-41,-1011
T —► N
—3 8L -
"5" ?
BASE ENTRY ROAD PC Sta. 224+6399 �
BASE ENTRY ROAD SB PGL �,,
1
! 'JJ
I HWBERCP MULTI -PURPOSE TRAIL !
4 PI Sta 238+2451 PI Sta 95451.52 PI Sta 97+10.70
i A = 52'19'017'(RT) A = 2'05'I1B'(RTl A = 1'15'385'(LT) NOTE: SEE SHEETS XP201 THRUXP205FOR MULTI- KAMECIRKAKN
D = 2' 04' 06.4' D = 2" 07' 19.4' D = 9 34' 22L' PURPOSE TRAIL PROFILES
L = 252930' L = 98.33' L = 220A3'
I T = 136052' T = 4917' T = 110,02'
R = 2.770,00' R = 2.7D0DO' R = 10,000.00'
, fF pYIu6(A wt
.:1m1
A GII(
CATCH ces `rF[ 1 k++• G8P Itw dAeP
POINT w
BEGIN PASS BEGIN
PASS-THRU-0%END SE TRANS SE -TRANS TNRU_0% ;-P.0 _FULL -SE �, nn
1 � = 1LEFT
)F TRAV IrLOUTSIL wAY
BASE 'ENTRY ROADPGL
O% 07
-
J- RIGHT -OUT -SIDE -EDGE -OF OUT— S = o
- -4.0%� -; �--- z a � Z J
219429.15 22011923
Q 222+7799 223+6799 224+63.99 225+lI.99 0 = O
HZ
60 224+57.99 + 60 o O
+ o
o IL
❑a
[V
50 [V P1=221 tOO 00 NCL
Q Ec = 37- 4 Q 50 00 W
Z Lrl a
40 Vi K - 94 PGL B BASE ENTRY RD j W 40 z a ¢ �
Z Zm r
w (+�5000% r-lcoao�oi
#] W J O
Z 3 �=
3 I z W
LU
30 = -- - --^--- --- --------------------- - - . 30 U m m Z N
- /co
-- J
GRADE ca = a
---------- MAY 1 0 Zoo oil
EXIST 20zo = Z a
jo z s
li T � sc+ccAS NO FEO
trPoxu uo., PI'fi,
219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 i�593352
E41 a 1049
E1 XP1 os
J

A
BEGIN APPROACH SLAB MATCH EXISTING EDGE OF PAVEMENT END PAVEMENT MULTI -PURPOSE TRAIL I PT STA109+59.00
BASE ENTRY ROAD FILL FACE AT END BENT 1 $ ; f MATCH EXISTING EDGE OF PAVEMENT NB PGL STA 234+22.33 BASE ENTRY ROAD STA 234-t•4636 r
\ MULTI -PURPOSE TRAIL I peo„t END GUARDRAIL I BEGIN PAVEMENT MULTI -PURPOSE TRAIL 2 PC STA500+00.00
1 J
\ SH0�1 0 ER -TO ST.- Tw -T€5� TA 234+30.79 � I 1 5 FILL FACE AT END BENT 2 BASE ENTRY ROAD STA 235+4424
TIMBER -8-TA +95.00 TO STA 234+2221-�Oo-L-T F� I ! j BEGIN GUARDRAIL STA 235+62.70 55-LU LT MULTI -PURPOSE TRAIL 2
STRUCTUREF� f r
TRAIL - aI 1 i F BEGIN G ARDRAIL STA 235+61.92 19A0'LT END GUARDRAIL
PRC Sta. 98+2071 �e BEGIN GUARDRAIL END GUARDRAIL +, r ! STA 238+1993 57DO' LT
m\ 4 \ � O STA 25 i45.00 STA 23g� LT
-r � II� .f 5 RAIL PCC�. 502+0028 5STA 8.OQ LT
� LT r f
z STA 233f38.8 (T'p 55AaLT
CY \ b BASE ENTRY ROAD NB PGL 51.00'LT20� � END APPROAC SLAB
AT
7 r I BASE ENTRY AD y BEGIN GUARDRAIL ., , , NB PGL STA 5+6821 a
STA 233+28.99,19.011 STA EJ548538
r 11 11 b ST 237+9188 � �
BAS ENTRY RO CAT_,! f .�;`! 5 I r 759 LT 21 LT 0 `�
I 3+22.78 P TYPE 8-77 f p _ f 1.33' RT + p
1 21.00' LT TYPE M.75 I I 1 17 .S C- GRAM 350
} TYPE 6-77. 1 ii r 7 7 F _ F3
STA 2 + f f f �f irf �ns0 4 r R N o
Q
A I �a 1 7G0RT 1�jSTGU r �' �U
r I' LT ] 0 25 50
G 350 1 STA 233 +O8J9 f r �� ll i l l6li_.I J
BASE ENTRY ROAD jr STA 236f68. SCALE IN FEET
STA 231 +92.89
1J
a ' STA 234+l3.03
toF _ F _ F _ 2 T BEGIN GUARDRAIL 19.00' RT
v - STA 233t37.75 a W
+ STA 228+69.79 Iq, BL 5TA 34+1025 I J P ENTRY R BASE EROAD SB PGL
0 7r END GUARDRAIL
Ln Sr.00' RT B� STA 236461.77; r9A0R
STA E29+3$' �
BEGIN APPROACH SLAB Qu f F STA 236+75.07
o J8 Lu ! !
566' RBASE ENTRY ROAD 5467'RTF
SB T MULTI -PURPOSE TRAIL I PGL STA 234t18.97 .
BEGIN GU RAIL PI Sta 101494.10 END GUARDRAIL STA 235466.69 TO S T€� LID- ~
j STA 22 , 9.14 & = 2f09'009'(RT) STA 234425.62 ° I SHOULDER BERM GUTTER
I 51' 53Z 19.00' RT � f ^ 0 � � !TWBERCP
' S7 RT f D = Z LC1 � � STA 235f68J2 TO STA 236 05.00
L = 73828' END GUARDRAIL Z END APPROACH SLAB PI Sic 238+2451
SHOULDER BERM TTER T = 37339' STA 234123.00 BASE ENTRY ROAD L = 5Z 19' 01.7' (RT)
STA 227+95.00 TO STA 4+1556 R = 2.000.0067
' 55.00` RT f S8 PGL STA 235+.30 D = 2' 04' 06.4'
- I FILL FACE AT END BENT I f y STA 235+73A3 L = 2,5293D'
MULTI -PURPOSE TRAIL 2 BASE ENTRY ROAD STA 234+43.40 5a 52.67' RT f T = 1,36052'
PI Sta 501+0022 PI Sta 503+60-31 BASE ENTRY ROAD t ! e
BEGIN GUARDRAIL R = 2,770.00'
0 = 5' 44' 149 (RT) A = 14'35' 30D' (RT) POT STA 234+83.00 rk�
f _ f STA 235 f6L08 FENCE
NOTES: SEE SHEETS XP201 THRU XP205 FOR MULTI - D = Z 5Y 532' D = 4' 35' 012' f r 19A0' RT -x_x� REMOVAL ITYPJ
L = 20028' L = 318.34' STONE STREET r BEGIN GUARDRAIL -
PURPOSE TRAIL PROFILES m T = 10020 T = 160.04' POT STA 523+88.38 1 fo z STA 235+60.26
SEE SHEET XCIO! FOR EOUESTRIAN FARM R = 2.000.00' R = 1250A0' N 348477 84,E 2494533 83. �; j j r
FILL I09 TAT END BENT 2
FENCE REMOVAL AND RELOCATION MULTI -PURPOSE TRAIL BASE ENTRY ROAD
(FROM STA 52Of25.O0 TO STA 527425.00) l STA +I
CEF OUTEDGE O SIDE F TRAVELAY I I I 1
- 1 r
BASE-ENTRY-ROAD-PGL
1 I I I I i RIGHT OUTSIDE EDGE OF TRAVELWAY I I I I I I I I I I I TI
- I --
PT--235+OO.fX1
EL = 5824'
VC = 809
60 Ln
K=100
Ln 60
+ (+)4 oo°°x (i +
P�. PGL V BASE ENTRY RD CL } I 0•
50 N_ 1 I I N 50
N
PI - 3024' END APPROACH SLAB
00
BEGIN APPROACH SLAB Q
Q '58 I I ( I �;
VC - 3600
40 PGL STA 2J4+18_97 J SB PGL 'STA 235+67.30 H 40
(4-K- -! i FILL FACE AT END BENT li STREET C FILL FACE AT END BENT 2
W SB PGL STA 234+43.40, ( SB PGL STA 235+A424 LU 10 5
Z I ELEV 5DA9 ELEV 50)4 Z A
30 - EXISTING -MULTI ,PURPOSE TRAIL- I � 30
�' (=H !
= I I
-------- ---- --- ---------------- -------------------------------- ---- - - ----------------------------,-----_-._=_--- ~------- =
20 H 4) H_YT 20
EXISLGRADE_�_CL I I -
Er.,a.3s ` `` ' BASE ENTRY RO f STA 234+88J.00 -�
1"' RCR I STONE ST STA 523+88.38 ! -I
10 I I (CURVE)
ERiA- 229 a B1.9a I I I X, I 10
1! is .i i _
228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00
A �
,� {�s•oa• �,N,rre r,..
,,a�0.tH•SGRp�,%.
C 1F SEAL
35853
WCiECIRKBKJV
s V a
J
3z
1-
0
�Q
0�
EL
yZ
a0
�9L
m�
o
�
�wti.
n
z
m
rLu0
Q
ZZQ
N
m
z
er
w
iO3
U
LiJ
w
�~
J
Z
,
=a
4
m
a
�a
�>
u
;Z�
AS HOLED
ter, cr I049
XP 107
c_ .J

4
A
r
r
a
M
I ; L LJ `i I J Il f f
o TRAL
PRC Sso. 505,118,62 MULTI -PURPOSE TRAIL 2 TRAIL _ {
PRC Sta.506439.63 Fr _F ,—� J/ --F—F`'J'a -zF ? TRAIL
STA 239+23.8
F_r r ti
_F PT Sta. 515+5371 ?O
o
51.a0 HT F _ - _F
= �
to
F b
BASE ENTRY RQAD NB PGL-
` F s o rs sa
1
J .
CV
SALE IN FEET
^�
-
BASE
ENTRr-ROAD.
_
�
SC r
,_
R I `
a N •
T a` � N
-
m
N �
F F rF� '
' h w
� "v
A
,F
a z
_ � +i
B ?ii ROAD /- � � � _ � � � 03.11:5d PM U4 08.2011
%0 °3 �" -�k OVERHEAD ELECTRIC ���JJ1 P7-! 249tS329 c•osar� " ' F
ASE ENTRY ROAD S8 PGL Y. �-% a*`�ts� Gs"''•.,
5TA 239+49.45 K—, x.
O x ',FENCE REMOVAL ITYP,) x g =�
O 5100 RT {/ _.�- _k_4 's ' 03�"L -
SHOULDER BERM GUTTER �" .:FENCE RELOCATION (T(P.)X—
STA 235+66.69 TO STA-241+05A0x k_ /�g� {rLtq_"
END GUARDRAIL ��_
5TA 238+43.07: OQ RT
HWBERCP MULTI -PURPOSE TRAIL 2
P! Sto 238+Z451 PI Sky 503+60.31 PI Sto 505+7920 PISto 510+99.29 x�x
x x p 5Z 19' 0!7' (RT) p = 14'35' 30D' (RT) p t 6' 56' 00.1' (LT) p = 18' 15' 40.4' (RT) NOTES: SEE SHEETS XP20! THRU XP205 FOR MULTI- a
D = 2 04' a6.4' D = 4 35' 0I2' D = 5 43' 46.5- D = 2 00' 12.F
L = Z529.30' L = 318.34' L = 121D1' L = 911.53' PURPOSE TRAIL PROFILES MNCMIC I RK&KJV
T = 1.360.5Z T = 160,04' T = 6058' T = 459,67' SEE SHEET XC101 FOR EQUESTRIAN FARM
R = 2770DO' R = 1250�00' R = I,OOODO' R = 2.860.W FENCE REMOVAL AND RELOCATION f !
I f
CATCH
END po
FULL SE'PTI--! aen:la a uv
LEFT OUTSIDE EDGES OF TRAV,ELWAY - � I r [SS ASH ICA. &B K. MW
I�_ I I 1 I I I I I 1 BASE ENTRY ROAD PGL I I I I I I I_
60 r i r i I_ j' r i i- 1 l- r r ; 60 -- I�EF.�.�
--`RIGHT`0(ITSIDE-EDGE OF-TRAy'ELWAY �� T T�T `�`— "�-' - """
- ...;..�...�...
F a y
O 1250+135) G u 9
o € E
5Q 249+5951 50 s Z
249+9329 O v 12 Z
+ oa 0
('7 PI = 242+50D0
40 N EL = 2824' j 40 ' a Z
a K --1! PGL 0 BASE ENTRY RD N z° ❑ 0
30 I I H 30 = m
( � Z d
W i -------- - - N m
LU
(+Ki5000%
Z I ----------------------- l I --------------- ---------- ------ - ------------
------
LLJ
- - , ,-----;--------- I---------------
2 0 J ...........-•---------------l. I - _ d
----«------------- Z 20 z W
_. f_1.04838% (.+1.050L4% .,� - - t� J Z m
V BEGIN DITCH N EXIST GRADE = w - O �
BASE ENTRY ROAD V
END DITCH r - ' •-► ° w w
5TA 240+0000 u, V V z v)
1 Q ELEV 24.00 RT
+ BASE ENTRY ROAD -' u �_ H I " w
v N STA-246+00.00 ' 1Q
N I I E u V m M V1
ELEV 226.3 HT MAY 0 2011 I N w d
o-�F �; o
In
0 ZE 0 W
_ YT i � � o3`c
-10I I I I I --1Q cu �enX4".�5 r ai�8a
239+00 240+00 241-+-00 242+00 243+00 244+00 245+00 24600 247+00 248+00 249+00 250+00 251+00
WE, 543 1049
XP108
o._....�,"«..,�
.J
J

1)
A
tJ
MULTI -PURPOSE TRAIL 2 END PAVEMENT MULTI -PURPOSE TRAIL 2 4'CHAIN LINK FENCE
PT STA 520461.69 STA 598+4650.11.66' LT TO STA 602+67.75,11.66' LT MULTI -PURPOSE TRAIL 3 f i
PI Sta 517+3824 MATCH EXISTING t y P! Sta 597+78.79 P! Sto 599+66.46 P1 Ste 601+94.49 I
p = 3r 14' 31I (LT1 TRAIL PT Sio. 519+1359 TRAIL EDGE 1 i y MULTI PURPOSE TRAIL TO BE CURB 8rx12' STA 255+25.00 n, = 57' 14' 469 (RT) p = 15' 5' 58.6(LT) A = 15' 44' 54e ILTJ
8' I a
D = 40' 522' CLOSED DURING BASE ENTRY ROAD AND PEDESTRIAN TO STA 262+FIjl D = 57' 17' 44,8r D = 57.17' 44e D = 3 4r 127'
MULTI-P-URPOSE I I UNDERPASS CONSTRUCTION
L = 359.B8 TRAIL PT Sto.598+24J3 / L = 99,9F L = 26.35' L = 427J5' _
T = 18454' TRAIL 2 y TRAIL TRAIL T = 5457' T = 1325' T = 21493'
R = 660' BEGIN PAVEMENT / PT Sta.599+7956 POT Sta.605f39D3 R = 100D0' R = 100D0' R = 1454.05'
MULTI -PURPOSE TRAIL 3 C 'a
PC STA 597,11752 / I 1 BASE ENTRY ROAD
� 1 � CONC BAR, SPECIAL END GUARDRAIL i9
HWBERCP TRAIL PC Sta.597+2422 ti / BASE ENTRY ROAD STA STA257f3425.9.79 LT TRAIL i STA 261+92.36 a
O _ / z 1 1 \ NB PGL TO STA 251485.86. 1DO' LT POT,' Sta.606+23.66 38.50' LT 8�
Pl SIG 256+24.47 -F - -� ~'^ PC 599+532! TO BACK OF CONC BAR -
�. \ Id PEDESTRIAN UNDERPASS in Jp
A = 24 54' 4OA' (LTJ 0 - �� 1 \ s
C STA 256+149!
D = 3-33'315' STA 260+7986 STA 261+7986 11
L = 700D0 STA 252+5004r ElNJ GUARDRAIL \ 929 LT 40.50 LT 3850 LT
T = 35562 51.00'LT; STA 254+9o-93 \ BEGIN GUARDRAIL
R = 161000 h b STA 252+49.74� 52201LT \� \ STA 956452.40.1294'LT tv f� r i m I
nl a 2lD0 LT =+�97 \ +8,4.47 ' \ MULTI -PURPOSE TRAIL ST-A-26r�F74.74
s \ TRAIL 3 PT Sta. 604+06.72 2.59 LT Try a u zs so
.� tih L� \ STA 0+74:f6 II111=� .
�. F / SCALE IN FEEi
505I'LT b 4 �F \� `ENC1-C BR�F f Q 6.50 LT A
STA 257+15.37.11.67 rT N -
1560' R S 56 4
L429.6'e �� Ur-1 c. 1596' 0 6' fQJ7 6 Tv W ®®
� Ip. -, N a 4 U a
j N FP C►
33-1301 PM04-08-2011
wary V a 4' '' FILLi E A1� ENDw -0soa'x5
1► STA 252+04.37
R s r�, rrre �n o =
/.51.00' RT o ASE ENTRY ye'ti+as ` rrre a> ib @�$E TRY ROAD
ROAD STA 255+79. ND GUARDRAIL a SEAL
3s0 STA 257+1 s f_ f STA 262+0999 O 03 e
F 40 LT `Z r\ . END GUARDRAIL 1N 4% ,
STA 252 49.79 825' T PER ~ f 3STA 850' 61 92.38 rr s• b' ,.
21 RT STA 254+97.74- ` 1659' R -J f� ,,,,rlrr„•r
`Sta. 52+6885 STA 2551 9 ;.. ` i � 259+7021 BEGIN APPROACH D- y
� .. �F� _ � BASE ENTRY ROAD \ '
STA 2+6420 1% �� -� �23' R` y 4259' RT STA, 261+85.99
BEGIN GUARDRAIL ` STA 261+74A
STA 260+74.76
58:47�RT STA 253+12.58,55.76'RT BASE ENTRY.ROAD7 CONC BAR, 9.71' AL 2.50 RT
r . i STA 257+3423. 9.71' RT 6.50'RT
NOTES: SEE SHEETS XP201 THRU XP205 FOR MULTI- FENCE RELOCATION (TYPJ POT STA 25�+50A2�\, J _
PURPOSE TRAIL PROFILES BEGIN GUARDR � TO STA 261+85.86. 1.00' RT STA 260+79.86 SHOULDER BERM GUTTER
PEDESTRIAN UNDERP 5 7-0-BACK OF CONC BAR 40.59 RT STA 261+45DO TO STA 261+8599
SEE SHEET XC1O1 FOR EQUESTRIAN FARM STA 255+28.7 PT Sta.259+68-85 UACTECI�K'H
Q 758'R N 346921.45,E 2,495998 _ STA 261+95A0
FENCE REMOVAL AND RELOCATION ti 36.86' RT
BASE ENTRY ROAD SIB PGL
PASS CATCH BEGIN END CATCH PASS BEGIN
1
THRU 07 POINT PC FULL SE FULL 5E PT POINT THRU I I THRU 07 SE TRANS ao,rw:wsa
J 1 1 1 RIGHT OwliSIDE EDGE OF TRAVELWAY
60/
:"1-- �: 25% •��,:ce. o NEE
BASE ENTRY ROAD PGL 1 1 0/ tts T[ lea. GAP Jr. :I,I?
4 ( I 'LEFT OUTSlOE EDGE OF TRAVELWAY I I I J I =•a �ar
O -= 251+0351 251+93:5 -2 T68.35 253+19.51 258+82.49 259+b8.85 M0 08.45 260+98.45 261+38.45
O
PI = 253+50D0
+ ELaU�
40 VC = 360' ¢ 3 0 0
N K - 103 PGL 0 BASE ENTRY RD FILL FACE AT END BENT 1 0 4 Z J
(_)3 9007i PEDESTRIAN STA 262+0999 + F
I UNDERPASS PI = 259+00.00 ELEV 1957 M J 1 a Z tz
30 Q EL=1724' 1 1 30 ❑ O -
1=" i VC = 4W N ^ Z CL
y I K=107 _
BEGIN APPROACH SLAB o
m
I STA 26I+85.99 i 20 i
_1
W20 J
Lu
�! - -------------- -10
i€l lfl /1 aZw a o
V.C. 75007 W o to - - a
----" "-- ---zO3' - ------- _EXIST GRADE
z
.r -�,� .Y .•ter + =' �% m q
LL E In
MAY 0 2011 H
P
-10Tc.
z
-10 z
AS NCIED
P174
-20 -2o
251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 .•12593355
SH[(] av10
XP109
-2 A
L
J
1
J

I
C
i
I
1 2 3 4 5 €€II
\ / /'f' STA 275412.00
• 8EGIN.GUARpRA14 ` O
S1 A 27l+74.99,/ CONC BAR, SPECIAL 53.74' LT
STA 271+8L49, 100' LT TO TRAIL
lb / QG j END APPROA�1 f SLAB STA 2764 96. 9.79' LT PT Stu, 619+05r7 Jp
i BASE ENTRY RW TO BACK -OF- CONC BAR_ _ J'
STA 271+8136� END GUARDRAIL h
STA 274+62r5
STA 272+74.76 49.75'LT
/~ `° STA 271+81.46 3850 LT TRAIL I
�' r i"p BASE ENTRY ROAD NB PGL i 2.50' LT STA 272+75.29 PRC Sla. bl7+6499 lCi 25 0 25 50
CURB 8'X12' STA 27l+5624 c
e� ^ TO STA 272+50 001 450' LT F N Y 111� Fe
MULTI -PURPOSE TRAIL 3 r t Fr r
FILL FACE AT END BENT 2 i —F 300 TAPER
N i I / S 56' a / BASE AN 2RY ROAD iI GRAU JW ^ -
7 N I I I 1T
Q 1 BASE ENTRY RY ROAD ' 1 825' T APER H 1
I
° "' a �- / / 1 S 56' 06 16.0' E i i Q m
LLJ !r LL I 825'TAPER --�_\
Z Zo Lu
/ -.0.N Z
, '
� SD , TYPE 6-77 � p,�
11 r ' I STA 271-41.46 °`T-= I f _ F — `F J
e Y� 03-13 DY PM 04-0 2011 w- 07.
F— m ix_u�o
BASE ENTRY ROAD "` SHOULDER BERM GUTTER 300'TAPER (� ,,...,,•.
F455!
BASE ENTRY ROAD SB PGL 1 ' STA 271+81.36 TO STA 272f50.Q0 �+�':
STA 27i�99.84 sE
36r7' RT STA 274+99,85 1 91,Nc 1r e �`.•
{ CONC BAR, SPECIAL 51.00' RT �''�,°,�,+,�:e�;::°'�•
STA 271*81.49, 1.00' RT
S TO STA 276+1496, 9.79 RT -
\.- TO BACK OF CONC BAR \ X
STA 272+50.00 1 MULTI -PURPOSE TRAIL 33725'RT 1 PI Sla 616+8924 PI Sta 618+3538
\ STA 272+7524 p = 14' 32' 12.7' (LT) A = 13' 23' 27.0' (RT)
/ \ 4.50- RT 0 = 9' 30 575' D = 9' 32' 57S'
m NOTE: SEE SHEETS XP201 7HRU XP205FOR MULTI- L = 15223' L = 14023' IfwcTECIwcEK?V
T = 7652' T = 70.43'
PURPOSE TRAIL PROFILES R = 60O.W R = 660.00'
rr<;co
im aw5n .wtrc
L:g,:1510 V'F
IC I.. GAP d".',P
mar
c•uu�a
40 40
FILL FACE AT END BE 2
O PI = 266*O0.0O STA 271+57,36
Q g �u� w
VC = 680 ELEV 14.70 ` z
30 M K-= 316 30 p �-
END APPROACH SLAB W a " Z
NSTA 271+81.36
20 I 4 (+)07500% I k(-H.4000% ! CL
cn _ I I _lfi
ENTRY-�77
N 20 a 0amCr ZJ0
10 �Z az
10 u
cc uZa
Z ORDINARY HIGH --'-------------- - Z w
0 = --- ----- `_ WATER ELEVATION 03--'��-------- ------ - Z m rr
----
- - -- - -----� — ---- - ----- --- EXrsT_GRADE-�-g 0 J z L
_J
-10 ---' � i ; r`ti' 1 - I i -10 - ~ z w
E V (Y± Q
LL
I �
MAY�0211 I" �, �u-
O
Zt
-20 I s�T -20 a Z
'.[: %.5 III)A�
F
263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00
"El 845 1= 104
XP110

4
7
C
t
c
cl f
r' f
V
0
a`
am
50
RJWCRBP
MULTI -PURPOSE TRAIL 3
N
END PAVEMENT
PI Sto 2101425DI
PI Sto 2109+1970
PI Sto 623+51J6
U
MULTI -PURPOSE TRAIL 3
p = n'14' 16B' (LT)
p = 16'05' 32P (RT)
rA = 16'05' 32l (LT)
(BID OPTION) POT STA.620+40.95
D = 9 08' 17J'
D = 4 39 29.5'
0 = 4' 49' 51.6'
BEGIN GUARDRAIL I
L = 188.64'
L = 345.46'
L = 333JO'
TRAIL
STA 275+74.54
STA 276+3367.u66'LT
T = 95.04'
R = 627.00'
T = 173.86'
R = 1,230.00'
Ln T = l6766'
4 R = IJSbAO
PT Sto.626-r47b()
52.99 LT
BASE ENTRY ROAD
PC Sto.2106+21.45
o
POT STA 278+25.44: 4151' LT
� �
PT Stc. 21 4+ 0.8]
RAMP J
TRAIL
452:22.
PT STA 21I0+9128
PC Sto. 622-r65.55
RAMP J
51J5' LT 1
END GUARDRAIL N 3457n70.
In
TAPER3STA
277.+21.08 - E 2497807.65
Lo
}
7.59 LT STA 277+58.00
�`
N
F 1
b: `" N 1.08 LT
BASE ENTRY ROAD
NB PGL
!
�
N
BASE ENTRY ROAD
T
N
N
825'TAPER
0
WALLACE CREEK ROAD I)
- - Q6
I I
(nTYPE
8­77
i
I , , 1
t
&_» TYPE A1450
BASE ENTRY ROAD
I
w
� I �l V
\ _
Z
ai y
825'TAPER
II
U
I Ii
RKWCRBP
Pt Sto 2201+05.98 Pl Sto 2207+57B5
SEE 5NEET5 THRU FOR
Q
N BEGIN GUARDRA! BASE -ENTRY ,ROAD �,
NOTES: GP113 CPI14 WALCACE
C
STA 275+4r 27 STA 276-+53.67 _ SB' PGL- V
-
1 _ CREEK ROAD RAMP PLAN AND PROFILES
D = 7' 05' 272' rRT) D = 1Z � 202' )
I 111
s�
LP
0
Ol
25 25 50
.i1�[i —
SCALE IN FEET
03:13:14 Pbk
c-05'0o �;,in..l......
` SEAL�� _
51.53' RT 1156 RT -SEE SHEETS XP201 THRU XP205 FOR MULTI- T = 20588 T = 132.44
END GUARL ' ( I
DRAII PURPOSE_TRAIL PROFILES
STA 276+96J6;129!' RT R = 808AO R = 472DC)
b II
STA 277+33.44 N
BASE ENTRY ROAD I 8.8P RT \ I I
POT STA 276+00.00: 37A0 RT I PT Sto. 2202+18.47 i
RAMP K \ I I , I I MACTEC r RK&K JV
12 PC STA 2200+00l71? END ROADWAY PAVEMENT RAMP K II
N 34577827.E 249757675 I BASE ENTRY ROAD BID OPTION C�
BEGIN ROADWAY PAVEMENT
RASE ENTRY ROAD (BASE BID)
STA 276+00.00
40 Ln_ ec
CV
30 LAN —END -ROADWAY PA FEN 7
N PI = 276+OODO BASE 'ENTRY ROAD BID OPTION &
EL = 8.4-7 BEGIN ROADWAY PAVEMENT
a VC = 600' BASE ENTRY ROAD (BASE BID)
20.�. K_�rlr SZA_i76+00.00
LLI
10 Z
4
V
o �.
-1a
275+00 276+00 277+00 278+00 279+00 280+00
� 7
281 +00
RAMP L
rw nmw�eca w.r..
� II
II
Uc TC 1:1, GAP Ire AMP
PI = 287+00.00 PI = 287+00.00
EL = 52.49' EL = 52.49'
VC = 720' VC = 720' 60 �„ a
Z LL
f $oq �0
40 = 0 , Z
O a-
CL
u
30 u I_ -i
i vZ
Z M W
o
In
20
W J Zm
10 ` LLJ
6 W
y I L 10 '~ w Z LLI
M*__o -011 s wu mM v
II ✓ m
N o �
0 —F
r ZE j Q
t-i 0 z
p - g
sc�E� J AS I16rED
Mil
_10
282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 i2593357
e Er = eF ICI-9
XP111
7 A
L
J
i
J

m
1 2 3 4 5
i
1
I
1
I
I
1
BEGIN PGL
BEGIN- NEW—
G0NSTRUC-
MULTI -PURPOSE MILL
{
I
!
i
i
I
i
!
�p�
[�:1
__---�---
Ll!_
7-k
I
!-X)_301DD/.
' -- - - I --L--
---
I P! = 32+7OA0
EL =-2184'_
TRAIL 1 I VC {= 150"—
I K 1671
3Z _ I- - -- - ---- - ----
i
I
P1 = 36+35�10
—EL =124A3-1—
VC =1 '
x`,
f_S-2ti-4
---- ----`---`---- -
i i
1
-- - -- -1
I
---� --- �----I
I
-----L_4----`-4
EL231r3.4T
yC -rpp
K = 54;-3Q
—50
30-1:49:36
20
10--._
I----� -3----I
!
I
---
-'
---=----'--
_
!
!
,
--_
FXIST GRADE
PGL
1
I
Q NULTI-PURPOSE
I
I
4
I I fnX3
(+11p
---------
6000/.
;
-----------
i
P� 4�Et7-2Qt
`, o2ti12 ` f =
I
--
1.0
i
1`
t
MUL-T I--PURPj
OSE
I I 1 I
T RA1+L—I-PROFILE
I
I I !
I
?
-
I
I
I
E
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38•+-00 39+00 40+00
MACTECrRK&KJV
u reo
1
I
I
i
r
;SH kaA dB IM N]N
a
I
I
jj
1
WUP
1
1
i
n
I
az❑
Z
a
0—
w
o
-
PGL V,
MULTI -PURPOSE
TRAIL
1$
�
0
CL
p�
OJ
_...J
_
- —�-- -I
!
{
�
Pr = i 9`+39A0
EL - 225' #
EL = 225'
K = 34
I
! [ I
---- -- - _ _-
I
ExlsT c ACE
1
!
I
I
i
i
i
i
I
!
PI
EL
KC
= 50+7OD0
=T229r-
23�
I
E
s
I
P1 ; 52+44.00
EL =-2l50
vC I = r50
K - 66
i
I
i
-
z
Z
z
W
tA
_
a
= z
Z
Cl) W
z d H
d
W Zm
-
li 3
_ u.i
_
4
_~
wp
wQ
np
ma
—30._
�20w
+)15590.
---E---
_
I
I
;
P.►_= 43+�6A!
!4
EL 85'
'
A 14Q
x- c� I
_ _ f ;_"`i
I
I ;
I PI = 4 i I
EL--l8.47' P1-=_46+8900
VC= I50' I EL - f4b7' I
x 33 i VC - 150'
�t — r I - I
i i x75S I
r+123500� i_ --' t 1l-1225U7 t
-I-- - --- -- - ----- ----- -- --- •-�-r+�o-�aae�r-------!
i I I
R
MULTI— PUPOSE T-RAIL—I-PRROFILE
, I
Pr = a3t191J►0
EL - 1536'
VC I30
J(-- 28—
j
--
i
I
I
T30—
I
Op00
I
• '
(
I
- I
t
l
_I_X175o0�
i
I
I
^Ir+OEEJi00
I
;
_zo_
—10_
---
_------� -- --- ----
-�
i
,
I
f:
}I
A 270+1
}
I
I —
AS WOfE4
[+wa.tcr w PISB4
0
40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
sktr 841 cr 1948
XP201

{—
`-
FJF
_
I
I
�
I
i
I
1
I
•�
'
i
—�
I
I
I
1
I
I
I
1
I
j
i
I
f
i
PGL B
MULTI -PURPOSE
TRAIL
EL
25.3a
4-b- O
EL
P11f
700
216
`
VC-20a
K148
VC
K
30a
261
P-01
-rr0
1[
0w't
_30
----;--------
-05-06-0-7
r-A?3500%+1iD0D0
-=----
X15T GRADE
-- -- _-
E.-MULT-1--PURPOS-T-RAIL-I-PROFIL
—
20_
iFrR�
,7,i
`'m-oa2r_
2S Ma
0112E20
•yrpu014
I
;
iie
i,,Minpddm�d
o
-------------
fIIIIIIiI#�I;?IIII
'
►E-T
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00
MACTEC/RKRKJV
Nw
aa:s:uw,5_:o~
LES ASH 0. JL8 If- Ulu
a:'sn%
rmI,0JM
jIIIlI
u
�Jko-
4
sz
ia
_bP9!
�w
:2Z
t z
O
PGL,
I-PURPO5E_TRI_MULT
iIIiIIII
P1,77,+50.00
234'
K f= 176
Z
0
Z
Z
W:
�a�Zwm�
ulP!
L}oVC=1a
QK
vi
EL
=00
! 0
—=5-
VG 1a
—
II!Ijj1IfIIi
EL
VC
K
79+7000
- 24.45
= I0VC
11i
iP!
_30_
—30_
I1II
--- ---
IST-GRADE-�-�
(
,0.000
------------------
I
I �
MUL-1-1-PURPOSE
----- -'---
I I
--- --
I
T-RAIL-I-PROFILE
l-X3000%—
--- ---
1
IiI;IIitIII�i1
;----------------------
I
(+-
I
--- ------------
i IE 14
_66
Q=A1?0
03
=
7 z%
w u
aO
IL) 3105500%—(f)0$0%
w
vZ
E
R-
—
_20—
-10-
--
------
1 i-
011
_20_®[�
1 a-
i
I
—
I
I
Fl
xk`' °S "°1E°
,r �
68 + 00 69 + 00 70 + 00 71 + 00 72 + 00 73 + 00 74 + 00 75 + 00 76 + 00 77 + 00 78 + 00 79 + 00 80 + 00 81 + 00 82 + 00
1259
3'
59
1 E43 '20?9
10J9
XP2
3
I
5

t
tunrr
01:28:30PPAD4-m-2011
it
SEAL -Z
eO3 3
S. ot"
PGL
MULTI
-PURPOSE
TRAIL
1
j
I
I
I
pl,' 92 *OOX
I
i
I
EL 4.39"
4�'
EL
VC
K-4-92
W
ED
P/1 w Si6 150M
EL---26
VIC Ca
EL 5
VC 15Cr
X 461
89+91.961
EL 27.63'
K 14
1
F
PI 82415.00
EL -9-3-7r
r"v
ut
K I r7l
I
K 79
L
- I
(-Jo's n---
L _�r
F-
t
1.50-01 Prf,,4,4-07.2011
04'Q
30
1
t
q22
71
I -NY
-------
,
I�
—30—
-
--------
e
--- T-7
(+,,2
---
---
-�--S
—2
—20—
I
i
GRADE �'
I
------
---�
EE
-- --
-Y
0
—t4
--
T-—
I
:-T-1-
MULTI --PURPOSE
'RP
PU
OSE--T-RA
IL-I-FR
O-PROFILE -
f
0
1E
82+00 83+00 84+00 851 00 86+00 87 1 00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00
MACTEC I RK&K JV
ASH Oft AS Ic- NTIA
"Z=
If
97,+AOOb'Poll
U2 f
EL
28-51'
1 f
98 +00
1
1
EL
IJ7
.3 1
.01
E
104+15
3027'
rL z
LL
vc
K
44
+)Q.7
—EL 2926
vc /O(Y
K
ph- 99*OODO
—Ef— 2626'1
vc
sa
Z
VC�
K
6a 1
41
1
FGL
v MULTI
URr�,
TRAIL I
50
ZZ
-1
U
05
CL
Fo >.
ck
0
<
K - 20
—3
0—
)y
g,� �-).7500�
—30-
'r z
--------------
I --------
END-CONSZRVC770N-,1,
I
0
Co LU
m
LW
Llj
ztnT
U30
—20—
EXIST
qRAK a f
m4TcH
vmix-4L ALIGNMENT
—20—
Z
STONTE-S
stli Jos sq'o
"CL
0—
0
VA�
0 20
-0-
z
IVULTHPORP
1
0-5
-T-R-A,
L--I-PROF-ItF
-I'
1, AS NO
+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106 100 107+00
ce
e 4S 0 lossL
XP203
4
5

1 12 I 3 1 4 15
—
i
I
—
— —
- -
I
I
I ——
--
—;
I
I
I
I`
----- -
I
I
I
!
I
I
50
i
50
:
+20.00— EL=3078
0.00
= 3236'-
+7r5-A-1
t
5
- -
EL
40
27
YC_60 V=-3
YC__!2
Lr)
K D0007
VC
=EL 60'
00 PG
MULTI -PURPOSE TRAIL
2
PI= 510+500
-6'
VC 60
YCK
K14
-Qr-
£3I[II(;
0-3
0K
4_
!4a•
%—5I--5Pl.=-501+4567-
r+ .70007
33
ni
5oi!I�;i'jiIiI
3030
-P-I'i1IIi!
---;---
-- -----
-----I----------
- ----
-
i-------------
IJ
I
I
I
SREET20 MATCH EXISTINGST
LTIURPOSE - TRAIL
TRUCTION-% BEGIN_ CONS
EXISTA
20ONE
MATCH VERTICAL !ALGNMEN
I
STONE-STREETEP
STA 1500+00.00i
ELE.28.57
910
00,
'&*
iI-s®NRE�
5
Cf. 1"�
06-N[
10
Q
Q
tr
�m!a
EuK"
rR5—
-la
-20
-MULTI-FURROSE
T-RAIL-2PROFILE
---_-
-
-10
-20
DTZ
4rom
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00
MACTECK
IIII
u6
,[c
IIIIIIItI!
I!'EsTC
4040
Pl1= 5l7+75A0PGL-c-MULTI_PURPOSE-TRVL'2_ EL22B6'
—o{+
---II{SIIII!III
+te'_
30
K
g30
f y
Oi
� Z20
P! 519+950
=_IIB6. EL�
-- -----
—
END GONSTRUCTIONIK
38I
MATCH VERTICAL
ALIGNMENT
20
Z
a-
fldJV
C
10
I
EXIST
GRADE
O
IBEGIN -1
MULTI -PURPOSE TRAIL 2
�i
4014/
r-FiF.
S520+bhb9
0
Z
a
cr
I045
—END-DTC
MULTI-',PURPOSE: TRAL
2
1Q
STA518
ELEVISBO RT
T
STA 520+48.001
ELEV 8-30 T
I1IIii'I;iifIIIIii
Z1a3
dI[I.
��waJ
W
am—
w
a
0
l
MULTI-PURPOSETRAIL 2
TA 519#OODO
UPRUPOS E TRAIL
2
0
zO
3ZELE1820RT
ELEV-15JILTjSTA`5204800
-l0
I
-10
Z a
z
MAY17
J!
! ' 'IiIIIiIJJfIII(
JIB
-20
-20
SAS
-P(IRPOSE
TRAIL 2 PRQFIL-E
NOTED
-30
-30
514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00
- 1 ^ I
59-36
s¢[
I
r E50 ar I045
XP204
3
5

I L. 1 `I J A