SW8920215_APPROVED PLANS_20160203

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 9 2 c) Z 15
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Z.GUn o 2 o 3
YYYYMMDD

1 2 3 4 5
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H1-CS101 w
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BLDG HP170
HP170-C
HP170-CS101
H P 170-CG 101 �
0
BLDG HP250
HP250-CD 101 ���
HP250-CS101 � �° \ �''P ��� �a
H P250-CG 101 h `� f �, � s� �2,s,% 0 9,f,o NAMAC
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SUMMARY OF DISTURBED AREA AND l s� oa ' } r J °�\ � ' ` N .._. R '''�•-,
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IMPERVIOUS AREASEAL
�.. BLDG HP407 ��� i 041512
DISTURBANCE NEW IMPERVIOUS / ` ' HP407-CD101 � � � � '' ` , �``�
BUILDING ° C ^, �'
(SF) (SF) I � HP407-CS101 �� >/ „ R,M„ •
,
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H1 V �n ��.,1 , , 1, � �
4,016 47 God c ����� � r� �-'N8� ®WMITEf ,«�
HP170 2 420 330
411100 K[RLIN,.
HP250 1 ,563 5439ti ;l �, v
H P407 3,739 384 �s� � �5 \'� a ` / \\ j/ J f fj CAPE F RR
ENGINNG
�(� ( BLDG FC286
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HP476 576 0 / / II i N.C.LICENSE 9 Gial1
/ �� ` � ��
FC286-CS 101 t\
i nraROvEO
411 5,549 724 BLDG HP476
47 HP476-CD101 % ' � � � o / ! �!� -- !� — - FC286-CG101
4
521 6 278 ' f °
HP476-CS 101All FOR COMMANDER�VFAo
,
FC371/372 9,652 1021 HP476-CG101 - ' N ; f..___ ' �� - N2� � "m
, u
FC286 1 ,695 461 \ o �, IfI ,� o BLDG 411 �,, s o �� �� T e 1 � ) �� �, BPS �oRY d D
T 1 V r 1 � u P .. - DRW JMW CHK MTH
411-CD101
DES JMW
411-CS 101 1 scoTr urnEFlELD
'( cr -^ lI'm i,J`c' , � laM 4� ....t�` l�� r \.
411-CG101 = = MCHUGH'13 �'o
TYPICAL SHEET INDEX � I n r ;� � � �� ,L
B � LF ' 1
,, = z
CD100 BASEMAP AND DEMOLITION PLAN a �� `�� `� (� -� - �� = z�
�( y �tn ti - � - . '�� v g
CS100 SITE PLAN AND UTILITY PLAN ���`�= ---- ' � � � s,u��o0 � ; w , ,
---__ a ?Q 1% o
BARKER
CG100 STORM, GRADING, AND EROSION PLAN BLDG 521 0 �II �� moo? �� - a c,0`'
521-CD101 Q
521-CS101 �� �� BLDG FC371/372 X
> z W521-CG101 oLLJTYPICAL "NEW BUILDING" SHEET ; Rsr Fc37v372-cs1o1 Q U z
� i FC371/372-CG101 w —
(I HM SMITH BLVD O w
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.— W
ire
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nrtr llfr _�._ w VJ
ti
Lo
TYPICAL "BUILDING ADDITION" SHEET g v
I -T= � W
Li A
CIVIL SHEET INDEX - HOSPITAL POINT HADNOT POINT AND FRENCH CREEK AREAS Q J w
SCAL w
E: 1°=800' BY:�U gft vs (� Z U 0
EPROJECT NO.:
1292974.1292975,1292978
800 0 800 1600 CONSTR. CONTR. No.
MM-10—D-53M T.O. DD6
1 INCH = 800 FEET NAVFAC DRAWING No.
12703025
SHEEP 12 OF 239
C-006
1 12 3 4 1
DRAWFORM 1111 10 MAY 2014

1 2 3 4 5
~JS- 7
- -ss-- ® KEYNOTES g
AA m M
1 PROJECT BOUNDARY/ LIMITS OF SURVEY
2 GEOTECHNICAL BORE LOCATION
Z
' o
^ ! ss —ss _ - �~ -- — 3 SAW CUT AND REMOVE EXISTING CONCRETE PAVEMENT
n AS REQUIRED FOR SEWER AND WATER INSTALLATION.
REMOVE BACK TO NEAREST JOINT. z
n-- - - --� o
n -- -^^
n
- -
- a x x n -- M
- dr x x n - - ---_-__-n 55 --- - o
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n - - -
_ uP ■ ■ -- _ - n $
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op x��� - - .
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UP
07 LIP
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L CONCRETE Ex of
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- - ' -- --cis I ; - uf�--- �� PA RK�NG —'V ! RAM 2z.Ts cFleAd�G"A`L�t ,' 1;
s uP- AREA ! 'I ° 5 URAGE SEAL _
- - -- ( IE -
_ UP / N ! i IE 4"20.se E �l i vl+ �1iy" 11 i 441312
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p ■
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!J " '� ' / i 11� r�I I j t 7 ��� ■ �d VdALL I __ / 'ss x ! ! 1 ( �l �� APPROVED
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LOFvliv� �r 4,' IE A 22.63
�GI U' IE �= - -- GENERAL NOTES/ LEGEND
qpppp _ FOR COMMANDER NAVFAC
�� IE ti, 17.34E '-" ! !! S6 ��� Ss -r' --s-
s x
20� ExSSMH ■ 1. SEE SHEET C-001 TO C-005 FOR GENERAL NOTES AND
X x 1 ! ! RIM 2 7.8 COOL
/
ti- (( IE 8"17.8s E w ! LEGEND.
1 J ! 0 I I x '*I- p ! IE 8"17.88 W S,nsFncfom TO
II / I ��� II ! IE4�1s.aoN / � ! 2. EXISTING CONDITIONS SHOWN OUTSIDE OF THE SURVEY
I p DES JMW DRW JMW CHK MTH
�� , i �� � LIMITS ARE FROM BASE GIS AND WERE NOT PHYSICALLY SCOTi uTREFlELD
_19_ LOCATED.
0 i �� ■ 3. THE EXACT DEPTH AND SIZE OF ALL EXISTING UTILITIES IS
�!! �° _ GR I ! �, ■ APPROXIMATE AND SHALL BE VERIFIED BY POT-HOLING
�J, , _ /f t,!I _ __ _ , /i (,' ; f fi GR � 1 -213 ' ! �� BEFORE CONSTRUCTION OF NEW UTILITIES TO ENSURE
�� '' 1 < < I,"' !
THERE WILL BE NO CONFLICTS. CONTRACTOR SHALL NOTIFY U� B
ENGINEER IF CONFLICTS ARISE. ZR Q 0
1 I 4. SEE PACKAGE #1 PLANS FOR ALL SITE STEAM g o
�f, / ,f ! l r TrP / 1 i DEMOLITION/ABANDONMENT. Q s q�
i! V Z .J N
j / h �1 Q U
I wv
11�� BLDG p ! aro $ r W J
pill, FC286 Ill��� !' Ih � � KEY PLAN < aw m
1111 , NI �, o �r Z
Z Q
11 aw a
((J� if BLDG R ' Lu Q
FC285
FC286 4` - Lu J_ J
m
'i 1 E I `I�, F- w
uj 1 � 0
_ ! °� III �' �l !, � -�- a < ��//�1 A
` � -�� �) I is '� i I( t f _ �'��' �z J ED
_j vJ
1. - � ! � -Euo � l� scALEr' = �0' c � ' � ' L 5 w
GR �L � 1 SEE SHEET C-006 FOR COMPLETE SHEET INDEX c v
EPROJECT NO.:
/'� \ 1292974,1292975,1292978
t ' f 1 �I — •�� ��'•��1�� �t��� � l 1 �C�� V �N CONSTR. CONTR. NO.
1 I _ ` ` ` ` �•i 1� �, i \ 1 20' 0 20' RTH N40085-10-D-5M T.O. 006
NAVFAC DRAWING N0.
i
2703206
BUILDING FC286 1 INCH =20 FEET BY:------
ASHEET 193 OF
SCALE: 1" =20' - -
FC286-CD101
1 2 3 4 5
- -

1 2 3 4 5
KEYNOTES g
M
n M M
1 PROJECT BOUNDARY/ LIMITS OF SURVEY N
N
2 APPROXIMATE MECHANICAL BUILDING FOOTPRINT Z
- -
s, 3 3-INCH PVC (C900 DR18) WATER SERVICE LINE
ss -- - '-- - 4 4-INCH PVC (SDR35) SEWER SERVICE LINE o
,A
___ ____ 5 APPROXIMATE LOCATION OF GAS SERVICE. SEE o
D ~" ------- MECHANICAL PLANS FOR GAS METER LOCATION. `` D
n
M - " "-Sfi .-. _ o
n - - -_._M
n--- -----________xn--- - - ``5- 6 SANITARY SEWER CLEANOUT CIO
- - -. 1
R�"'-------__ M SS ----
X _'■X■ n -Ss 7 13-FOOT SETBACK REQUIREMENT FROM EXISTING N
_j UP � ■ ■ _-�"' INHABITED BUILDINGS
'_-Up- - --"-- --- _ _
UP — uP■x Jc ~ 1 ` jc-- --- 8 TIE WATER SERVICE TO EXISTING WATERLINE WITH 10" X 3" a
d —up— — � 1 uU TAPPING SLEEVE AND 3" VALVE
UP—
LA
LP up-_.. .._� � � ■ c - -- - - ,j-_ _ _ _ 9 REPLACE CONCRETE AS REQUIRED. REPLACE BACK TO
■ —up, —L; �� ■ _ - - --- _ - NEAREST JOINT AND DOWEL NEW CONCRETE INTO EXISTING
—up sr- _ sr _ CONCRETE.
Pp— IN
d ■
/ 0 UP— LP x■ Sr- 10 SANITARY SEWER CLEANOUT. INTERCEPT EXISTING SEWER
o _ ■ - - _ __ _ SERVICE AT LOCATION SHOWN AND SET NEW SERVICE
■ O X> ` ! X — INVERT EQUAL TO EXISTING SEWER LINE INVERT AT POINT
OF INTERCEPTION.
1 p 4'
2 N FFE ■ ■�F��'7FR�
V 5 ±23.10'
a ■ 4- G ■
q4 � 1 o s
4-._pVC -� r Q`�•pFESSip'��j'.,
EXISTING 7 I ffy `Ss �,t - O.'' N . .�Z
CONCRETE �� � E Dt � ( r t t � 1 1 , � r� / Q
x
7-- tic ',iIic9' 1 t ! r(,Tp_ _ PARKING p R4 22.1 !!J (,'I3tillRA "
AREA � fE 4"21.11 S � $ 4RAGE
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10
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- q I I 'mow � '—_ C3 TE 6(91C)d,smwe 4;FA%(61le NC 2845
S ■------- — BY SPECIFICATIONS. THRUST BLOCKS NOT SHOWN FOR °a
f_PVC - 2 „ i 6 2 m ��I � C-503
NC LICENSEtC-1621
CONCRETE I� vvv ` '�' CLARITY
WALL 7�,II 1 ' - SS + t I " APPROVED
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it � EXSSMH �� qn '
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i i jI Rik.22.63 x i T+ 'n ss
LOADINGS GENERAL NOTES/ LEGEND
I \ i --I FOR COMIMN�ER NAVFAC
2 IE 8" 17.34E ` !.�
� DOCK � � �I IE 8' 17.31 W N � I - - -
! IE 6' 17.48 S
it EX SSMH I1 ■
I RIM23.04 1. SEE SHEET C-001 TO C-005 FOR GENERAL NOTES AND
d VALL x _ IE8"17.85E LEGEND.
SATISFACTORY TO
x I IEs 1786w r
I 11 � 1Ir 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. -'
1 IE 4"19.40 N y, DES JMW DRW JMW CHK MTH
3. EXISTING CONDITIONS SHOWN OUTSIDE OF THE SURVEY SCOTf Lf1T1 EFlELD
LIMITS ARE FROM BASE GIS AND WERE NOT PHYSICALLY
Ga _ III I ■ LOCATED.
1 _ _
! " � GH r ' I I �Ji ■ 4. GAS IS TO BE DESIGNED AND INSTALLED BY PING AND IS
Gft �� it
j ONOWN FOR GENERAL REFERENCE AND COORDINATION � <
! (� 1 ! I IIl 5. THE EXACT DEPTH AND SIZE OF ALL EXISTING UTILITIES IS a z� O
1 7 7 �, 16' ,L APPROXIMATE AND SHALL BE VERIFIED BY POT-HOLING i g23 cQi
l/!l l f 11 �� � I ��� . , , 1�� +� _ BEFORE CONSTRUCTION OF NEW UTILITIES TO ENSURE Q
j��� ++ 1 ! + ti THERE WILL BE NO CONFLICTS. CONTRACTOR SHALL o ap
d j �� �,1 NOTIFY ENGINEER IF CONFLICTS ARISE. W 2 z J N
' Jt'l\ 6. THIS PLAN DOES NOT SHOW ALL SITE MECHANICAL (STEAM, I�
Wv LL
J �17� CHILLED WATER, ETC), ELECTRICAL, OR COMMUNICATIONS �
UTILITIES REQUIRED TO COMPLETE SCOPE OF WORK. LR Q co F- (9
11 68' « * THESE UTILITIES HAVE NOT BEEN DESIGNED BY CFE. z � Z
1l W
Z T ' ) m
F�° � � � !� I i KEY PLAN a w
Iih/ I � Z
24 EXISTING 24 l
,
I �, U
GRADE � � � �
24 24 = / a9"t
EXISTING 22 T MIN 22 I ���� �1 �1 Z �W
GRADELu! IF A ��� BLDi'j ' , r'\ Z � J
22 22 I� i 111 i F026 �,' ` C'3 '�' 0 H
ssco#1 SSCO#2 20 — -- 20 w
RIM 22.58 RIM 22.66 1 _ FC286 x`
11 t(I * I
IE IN 20.26 2 20 IE OUT 20.61 TIE TO �� II ��� ` �
TIE TO BUILDING i CS Q t W m
' i H LLI
EXISTING 1 g 18 PLUMBING
INSTALL 4" PVC SDR35 WATERLINE (C900 DR18) ( ~ m
wJ / w
( i � U z Z
H
A CLEANOUT ON 1 8 1$ LF @ 2.00°k MIN' — _
�/� _ �_ , ` � I�� y� ©I `� I Q w A
U)
EXISTING J — — - uc ` J _i I _ i` p Q w
SERVICE LINE 16 16 J I —` FG - / SCAM"1" = 51 c )-- uj
> o Q
DATUM ELEV 1 6 DATUM ELEV 1 rJ 1 t F` `, = -- " 7 w Z Q
16.00 • CONTRACTOR MAY NEED TO INCREASE 15.00
jjj GR— 1 : SEE SHEET C-006 FOR COMPLETE SHEET INDEX o c�
SLOPE BEYOND THE 2% MINIMUM \'
BASED ON ACTUAL DEPTH OF PLAN ERR129 74
(! ! • � � � 1292974,1292975,1292976
EXISTING LINE AND INVERT OF J _
� , 1:1,� i } ���� CONSTR. CONTR. N0.
BUILDING PLUMBING !`!J� i11 \ 20' 0 20' 4 IE� TH N�5-10-D-5333 T.O. 006
NAVFAC DRAWING NO.
10+0010+17 10+00 10+56 `''� 2703207
BUILDING FC286 SEWER BUILDING FC286 WATER BUILDING FC286 1 INCH = 20 FEET _ SHEET 194 OF 23s
SCALE: 1" = 30' HOR SCALE: 1" = 30' HOR SCALE: 1" =20'
1" = 5'VERT 1" = 5'VERT FC286-CS101
1 2 3 4 5
_ - -

1 2 3 4 5
- SS
5s. # KEYNOTES
'- Sg --_______-_._M M M
-'- n n n n to
1 PROJECT BOUNDARY/ LIMITS OF SURVEY N
--SS '_-----_. N
2 LIMITS OF DISTURBANCE
o
3 SOD ALL DISTURBED AREAS
M
n� 4 INLET PROTECTION
n- - ---M
n — —M - , o
D -- n _X x n� - --- -_-M -- _ - _ss D
X X n�--�M__.__,�_-�_.__ 'S6'_ .
X X M M--....-.....�_
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r -- —
M
up[
`UP-- ■ , n
JC-
UP--_. -- X
fox a
up— ST-
-"UP
x�.-.,� ST
( — — -23- — '--UP-- sr sr
777il j 'PIP
■ N i 22
- P 3 B3
c t2 .10' ■
- -- up-- _ SITE DATA
c�00
a
1 ■ L y' 2 _ -_ _ — _ PROPOSED DISTURBANCE = 1 695 SF O� N CAR
UP- _ rl L a^Pvc �', c�Q�.•pessi' O�
EXISTING .'Q
I 0 '
CONCRETE
w! RIM zz.7s SEAL
w— �� { J
ua �� AREA ter, • PROPOSED "NEW' = 461 SF
_ _ l
' • 4 26 55
PARKIN
ch
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t-
� �� � IIE E4"21.115 O AG
r04 12 _
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PIV A"
t l j - _ L`✓ Ir vv'-_ - "- -Tq - '--,-0S - U __ t_t('+.-_. ._ / vi , 1 2 K" 9�• "' unuw
r __ � - - - _ _ v-- _ _ __ �� '71? ° �c� A5 REQUIRED GROUNDCOVER TIMES (SEE SEQUENCE OF LAND
ss - �' - sT ���1 "� �� ■ c soo DISTURBANCE NOTES ON SHEET C-002 `""'r"�"`"�`"'"`
s' '� XE3'IrJG
_ ��� _ - w-- _ v r�� ASPHA�T� AND VEGETATION SCHEDULE DETAIL
_
x PARKING
ss AKIRLIN
1 AREA
-_ - S 1'
- -
V `t -- --ss s� w� I E uP _ - - - 7 DAY MAXIMUM
�� � � CAPE FEAR
7 - _ - se '�__- s' - _ o y �1 � 1 ` � _ 1o„wL I - t ENGINEERING
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-- coNCRETe - ! 1 - ' - t -s x so i ?� .i wv 14 AY MAXIMUM
z
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111 1-IT 7' _/-'7-r1 -f --� �iP� waL� - _ _ ' '--- S - _r 1 r1 `` 1 aaartov��
1111�f 1il��� � rt. ■ A �r — � ��27—� _ EEXSSMH �o' x —8-_'PVC 7EX
.p�P- N6lICENEEM C-162t
1� RIP f22.6s / ---_,.a !z Sg 8"PyIfLOADING / q' IE& 17.34E L �---. -�- `�� - -SS - Jlj fDOCK i IE 8'. ,Z31wN .l , , ;' — _;5 ,_ GENERAL NOTES/ LEGENDFOR COMMANDER NAVFAC
_ IE a- 17.a8 s 1 I ■ AG mn�� IS23 Ill' ■ ,'� 1. SEE SHEET C-001 TO C-005 FOR GENERAL NOTES AND
col, E 1 ma
�� IE s^17.85 E ; LEGEND.
64A L x --1 - I
x 0 � 1 IE a^n.ea w SATISFACTORY TO
/ ��' 2. THE CONTRACTOR SHALL INSTALL SILT FENCE AS REQUIRED
DES JMW DRW JMW CHK MTH
/ 1 IE a^19.40 N TO CONTAIN SEDIMENT ON SITE.
� � ? '��I. 1 � 1 � — ' SCOTT LITiLEFlELD
f
I
B — l/. ! � zs � ) 11 a 5
11
u 0 OD
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t Vol ? zBLDG l wZ VFC286l�l I I Q (L O
1/ r
KEY PLAN �w w
l� I/H Ill , o " o z
� X,, z T < o
■ Q
�j J 111 IF a w O
CID �� 111 w � I--
it� BLi�ia 'ht ` ;� C/)
l,'�l' jl i 1 FC285 ' 0
1
FC286- X'_ - ,. W o" J Qw
� CG 101 I w z
}
� '- //r j 1 =1 F d , /. t i 1. - I p Q
l rl (J r(J jl' / I \\ F t U C7
111 u: ,
A �� - - _ z
- !- tI �� iii �� �!' w �`/�� o A
��/ __ _ III _ I � L !.tea LLJ
( \ Eo- k SCAL 1" - 600, ( i ,1 t o-
u? Ih
G T ` wz a O
SEE SHEET C-006 FOR COMPLETE SHEET INDEX o c�
EPROJECT NO.:
E C E I V 129297412929751292978
,
1-�'-���`��\�1 ��� ' NO coNsrR_ CONTR. No.
1 1 .•� I A 1\11 t• 20' 0 20' 40' aA ' H -10-D-5333 T.O. 006
_ t
NAVFAC DRAWING NO.
BUILDING FC286 BY. 12703208
SCALE: 1" = 20' 1 INCH = 20 FEET sHEET 195 of
FC286-CG101
1 2 3 4 5
1
r

REVISIONS
SYM. DESCRIPTION DATE APPROVED
1 ADDENDUM 1 9/10 RLP
CHERRY POINT
Havelock
SITE LOCATION
Seven Gs-o
'Zo KNOX TARAWA TERRACE MIDWAY Springs POIIOCksville
Tr. PARK II
�l o Mt. Olive Pink Comfort Maysville Otwoy
RF�:1 <IVED
o� PARK
Northeast Creek Hill J�0 MAY 12 1999
MONTFOR us Beaufort
RDAD POINT NAVAL Richlands BY:—
HOSPITAL Morehead City
WOfSOW
MARINE CORPS B`v N.C. RT. Beuloville Jacksonville
:.-..• AIR STATION Mumford � BREWSTER a N
Pt. Paradise BERKELEY
a SwartsbOrO
MANOR o Magnolia
G
650
Veron
p Rosehill
Ragged <T�� 05 76
p Wallace
v PARA SE � �� VILLAGE Folkstone Qj
I G AREA
��PJ, 10 G� o0. S \
o 0 *?� Holly Ridge
RACE ��o°e 1 OPEN CAMP LEJEUNE
Burgow
o o STORAGE
CAREAE � mo 0) AREA Words Corner oy Q
40 Run Holmes W r/Hampstead
Pt.
Sc t Hill
Q"
Hodros p� IND STRIAL
Pt. DIVISION
FRo c. A BILLETING Acme
FIRE TOWER aq �' AREA ���, May Delco Wilmington�0 9 -5' 0' 5' 10' 15' 20' 25' 30'
ens s AREA Leland
HADNO Vi Bolton
POINT �F SANITARY GRAPHIC SCALE IN MILES
AREA LANDFILL
ROAD
RO
VICINITY MAP - CAMP LEJEUNE, N.C.
FRENCH
�o CREEK
Iko i AREA Cowheoa
L HOPE R i F`,P -
wh'tehu,s Rhodes MAGAZINE P�
Pt. (� Freno� Cree 1 AREA
s
RHODES
POINT 'ROW POINT
\) AREA
CORRECT EROS"iON COP TROL
6
RAG K2
� � COGDELS CREEK
Hings Pt.
AT
"ARINES
MARINE CORPS BASE E 1AC E I V E Lw
�LI Y MA 1 1999 2 J'
MAP CAMP LEJEUNE, NORTH CAROLINA PRO D E M
LOCATION #
U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.
CONSTRUCTION CONTRACT NO. N62470=98=B=4049
0 800 1600 2400 3200
GRAPHIC SCALE IN FEET APPP`:1VED
d"RT-? CAPI10i-!NA !-NVIR01,1 t1ENTA1
INDEX OF DRAWINGS APPROVED
NORTH CARGLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
SHEET DESCRIPTION �n�U61�
C - 1 COVER SHEET Stomwat„P.rmtW �gg40-0
C- 2 EXISTING SITE PLAN, LEGEND & GENERAL NOTES
C - 1
C-3 GRAVEL PAVEMENT PLAN
DEPARTMENTE THE NAVY NAVAL FACILITIES E'JG:NEERING CDLIVAND
it 1 ENGINEERS ARCHITECTS MARINE
AR I N E CORPS
O R P S BASE
C - 4 GRADING AND DRAINAGE SYSTEM LAYOUT FL `/W
D PNERS sCIENTIST$
CHARLESTON - GREENWOOD - COLUMBIA CAMP _JFIJY- ':11?TH CARUPNA
DES. HORTON CORRECT EROSION CONTROL
C-5 DRAINAGE SYSTEM PROFILES DR. BROWNLEE COGDELS CREEK
CA I? CHK. ROBERTSON
C-6 TYPICAL DETAILS ;=..��GtST SUBMITTED BY POWELL DATE 7/15 COVER SHEET
S _ DESIGN DIR. POWELL
187?� q: APPROVED: PWO OR OICC DATE SIZE CODE (DENT.NO. NAVFAC DRAWING N0.
EROSION CONTROL DETAILS =� •" lNE.0 • <c ; 4387299
- � 9V�IL111P`� SATISFACTORY TO DATE F 80091 CONSTR. CONTR.NO. N62470 98 8 4049
SCALE: AS SHOWN SPEC. 05984049 SHEET 1 OF 7
c5oad'.1c?65-:2.cAc over.dgn key. 0,, 193D 157L 21 _ -�

REVISIONS
SYM. DESCRIPTION DATE APPROVED
NOTES: 1 ADDENDUM 1 9/10 RLP
GENERAL
1- ELEVATION DATUM: LOCAL - SEE DRAWING C-4 FOR HORIZONTAL & VERTICAL CONTROL.
2. PAVING ON THIS PROJECT SHALL BE DEFINED AS THE PLACEMENT OF GRAVEL BASE
AS SHOWN AND DETAILED ON THE DRAWINGS.
3- ALL AREAS DISTURBED THROUGH GRADING AND CONSTRUCTION ACTIVITIES SHALL BE
PAVED AS SPECIFIED IN THE PAVING PLAN OR STABILIZED THROUGH GRASSING OR APPROVED
EROSION CONTROL MEASURES.
4- APPROVED EROSION CONTROL FACILITIES SHALL BE PROVIDED AROUND NEW DRAINAGE
STRUCTURES AND OTHER CONTSTRUCTION ACTIVITIES AS REQUIRED. FACILITIES SHALL BE
___ x ---- x v-- x x CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH EROSION CONTROL DETAILS AND THE
X ,---- ,x x x �— x - STATE OF NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
5- EXISTING UTILITIES HAVE BEEN LOCATED ON THE DRAWINGS BASED UPON THE 9EST
+ INFORMATION AVAILABLE DURING DESIGN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
x THE RESPECTIVE UTILITY COMPANIES PRIOR TO EXCAVATION TO COORDINATE FIELD LOCATION,
PROTECTION Of, AND/OR RELOCATION OF EXISTING UTILITY LINES.
102 100 6. ALL CONSTRUCTION ACTIVITIES REQUIRING TEMPORARY CLOSURE OR ISOLATION OF EXISTING
+ DRIVES, BUILDING, PADS, ETC- SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
MINIMUM24 HOURS NOTICE SHALL BE PROVIDED IN ALL CASES.
x - - _ _ - - - - 7. CONTRACTOR SHALL COORDINATE MOVING OF OWNER'S EQUIPMENT IN CONFLICT WITH
CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER. MINIMUM 24 HOURS NOTICE
�
x
SHALL BE PROVIDED IN ALL CASES.
STORM WATER DRAINAGE PIPE AND STRUCTURES
o o
1. FINISHED GRADE OVER STORM DRAINAGE PIPE SHALL BE SWALED AND SLOPED TO
�x c DRAINAGE STRUCTURES FOR PROPER FLOW OF SURFACE WATER RUNOFF IN ACCORDANCE
m m m WITH THE GRADING PLAN, PROFILES, AND TYPICAL SWALE DETAIL. RIM/GRATE ELEVATIONS
co x ARE APPROXIMATE. FINISHED ELEVATION OF DROP GRATES AND CATCH BASIN OPENINGS
SHALL BE SET TO PROVIDE POSITIVE DRAINAGE FOR ALL SURROUNDING AREAS TO BE SERVED.
2. CONTRACTOR SHALL COORDINATE THE WORK SO DOWNSTREAM DRAINAGE IMPROVEMENTS
AND NEW FACILITIES ARE CONSTRUCTED AND MAINTAINED TO AVOID FLOODING AS THE
-0 UPSTREAM IMPROVEMENTS ARE CONSTRUCTED.
102
x 0 SITE GRADING
5 1. ALL AREAS WITHIN THE LIMITS OF THE GRADING PLAN SHALL HAVE A FINISHED GRADE IN
77
-iv Z x �'�� ACCORDANCE WITH THE DRAWINGS AND AS NECESSARY TO PROVIDE POSITIVE DRAINAGE TO
x
-,� X x NEW STORM WATER COLLECTION FACILITIES. FINISHED GRADE SHALL BE A MINIMUM OF 6
' INCHES BELOW FINISHED FLOOR ELEVATIONS FOR ALL ADJACENT BUILDINGS UNLESS OTHERWISE
INDICATED.
� � _ - 2. SWALED SECTIONS SHALL BE GRADED TO TIE-IN PROPOSED AND EXISTING ELEVATIONS AT A
c. ° GCtAVELARKR �" v, -_ 98 -- .
1 -� - - MAXIMUM SLOPE OF 6 HOR 1 VERT
a -
_ . SU RAD SHALL GRAD AS REQUIRED F R ACCEPTANCEOF SPECIFIED PAVING AS
� r4 3 BG E BE ED0
DETAILED IN THE TYPICAL PAVEMENT AND SWALE DETAILS.
4. _CONTRACTOR SHALL COORDINATE THE REMOVAL AND DISPOSAL OF ALL EXCESS EXCAVATED
_ - 0 MATERIALS WITH THE CONTRACTING OFFICER.
FUEL �' � - � �_ c _ ,�`,? z>� -
CONTAINMENT SLAB
PAVING
1. ALL AREAS INDICATED WITHIN SPECIFIED LIMITS OF THE PAVING PLAN SHALL BE PAVED
WITH AN APPROVED GRAVEL BASE IN ACCORDANCE WITH THE SPECIFICATIONS AND
- - 98 x TYPICAL PAVING DETAIL.
_ _ 2. CONTRACTOR SHALL PROVIDE A MATERIAL GRADATION REPORT ON GRAVEL TO BE USED
_ - FOR PAVING. ALL PAVING MATERIALS SHALL BE APPROVED BY ENGINEER.
3. AREAS INDICATED TO RECEIVE GRAVEL PAVING SHALL MATCH EXISTING GRADES OR FINISHED
ELEVATIONS SPECIFIED ON THE GRADING PLAN.
8" D.I.P. x `
LEGEND
INV. 100.54'- —� /0
96 MAJOR CONTOURS
\cdp-
BUILDING BUILDING BUILDING 96
- - - - - - - - - - - - - - - - - 96- - -- - - - - - - - - - - - - - - - MINOR CONTOURS
�o
OW x I I I �R� _-_ __. _ PROPOSED MAJOR CONTOURS
96
- - - - - - - - - - - - - - - - 77 � - - - - - - - - - - - - - - - - - PROPOSED MINOR CONTOURS
X 97.0 FINISH GRADE
c�
o c� x EXISTING POND
z
m o BUILDING - - - -�►- - - - - -�► - - - - - - - SWALE
5
m o P P POWER LINE
� C p
_® `9
OW P P - x o x x - x FENCE
PP PP PP
L� EXISTING BUILDING
p
co PP EXISTING CONCRETE
WVD4 18" RCPEl
wVD4 EXISTING GRAVEL PARKING LOT
8" DIP �
MH OW `S�� �OW EXISTING OIL/WATER SEPERATORS
M
0 � O Z -- — ---- -
- — — — — — — — STORM SEWER DRAIN
24" RCP ----�rvt1,I/ BUILDING BUILDING BUILDING
0 BLDG NEW GRAVEL PAVEMENT
o- x
MH6 PP O PP POWER POLE
" GUY WIRE
MHO H CONCRETE 8 DIP
PUMP STATION SLAB 96
FIRE HYDRANT
c�.
. _K,. 98 0 MH SANITARY SEWER MANHOLE
> r ��1 x
- 'GRAVEI 'PARKING= L ,
,_ „� x - -
SS EXISTING SANITARY SEWER LINE
x N WV WATER VALVE
EXISTING 54" RCP
- - - - - - - SD EXISTING STORM SEWER NE
,i °oho °aQ o �� - CONCRETE — U
.; j-
r CONTAINMENT BASIN
�.{- Cx.,
') i7�, J, � ,U vuJ° 0C '
PID C - 2
�JO �CwJo yu` w�0(� �JO �w )�Q} �C�JWO\Q1 '—__ �, DEPARTMENT OF THE N- iY NAVAL FAC-ITIES ENGINEERING COVYANO
°O� Mb°O� �o°•J�"'P�b O� ("N')'7 0 _ _ _ _ _ _ _ _ _ PLG'IMLH5 NEERS ARCHITECTS
C EN'T STS
VViViV MARINE CORPS BASE
x x CHARLESTON - GREENWOOD - COLUMBIA 4- EJEUNL• NORTH CAKI :NA
x x x x DES. HORTON CORRECT EROSION CONTROL
BROWNLEE COGDELS CREEK
EXISTING SITE PLAN ��.
CA CHK. ROBERTSON
k OQaGiS ••• t SUBMITTED BY: POWELL DATE: 7/15
z EXISTING SITE PLAN
0 40 80 120 160 — S DESIGN DIR. POWELL
18712 APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO. NAVFAC DRAWING N0.
0�9�.NC I H E�,: <c� 4387300
1"-40' Q
V� L �P�,,` SATISFACTORY TO DATE 80091
CONSTR-CONTR.NO. N62470-98-8-4049
SCALE AS SHOWN SPEC. 05984049 SHEET 2 OF 7
i
i
�Q65-02\c\olan(c2) .agn May. 07• 1999 15.CO --6

REVISIONS
SYM. DESCRIPTION DATE APPROVED
1 ADDENDUM 1 9/10 RLP
2 REVISED POND GRADING 9/10 RLP
--__ - - _ ---------------- — zz
vq �,- ---- -- - -- - - - - - - - - - 2
ti. �� Q + ------ -- - - -------
�.� .� 2 > _ 1 t t ,—
Imo— ♦ + t ♦, ♦ ♦� ♦♦ ♦♦
�� \ , � A t ; 1 1 1 �, G ---a�����as 1 ' ' 1 , ♦, � ♦, ♦ , ♦
\ t , 1 1 1 li , 1 , ♦♦ , r,, , 1qw
z 1 I NEW POND
/ 1 1 1 i ♦ ., 1 1 1
1
1
m
/ I
p X
cr
,: �I� `� — ——— ——•— �a,'_ rA 1 li � , ; 1 ; ; , �1 Oj ; ; �.
r.• �� p 3�' y{own L W 6 ��' 7��,� 1 } 1 ♦—----- - - - - - - - ---- _ __ _ ---
1 — � �_� , y. + 1 1 1 1 1
_. �
`------- --- -- ---- - _ '
,
--- ---- - ---- -- - - - - - - ---- - ��♦
1� 6-
, •-•�� ' •,. VTX`Cr_ ,j, ,1� � jn � �(n�r � ,}.JC ,', ?C r , 1 1 1
FUEL Y z�a - i 1 1
CONTAINMENT SLAB - gib y,,- _ MODIFY
� , � � _ � � � '-'� � ��� � M'�. � ��'` - - '� I' � EXISTING OUTFACE 7
p '>' � �� �" �+
STRUCTURE _ 6 - -
I �
-98
- r x
.� x .x T . .
1
1
I D.I.P. ��, ." 101y x 1 -
INV. 100.54' -
�
�/ 4 ,
\ddo, '.� >> I' , 96
o .
F.F. 98.33
F.F. 00.40 F.F.
. 99.49
x I�
1 1
ow
, r.
,
I
1 96
X
Li EXISTING POND I
c BUILDING - : - - , I
1
I
OW . p k 1 0
\ \ I a
PP �: T' X pp
F k
k u
�D \ Pp 1
1811 Pwvm
I ,
1 1
1I �/1 �
W VD4
8 DIP
I
MN - _ OW'
WHO Q Q 1
1 1
1 1
J
24" RCP m
MH(yoBIDG - ��� F.F. 101.16 F.F. 100.68 F.F. 99.87
%
x
MHO H EXISTING Pp x
$�' DIP
PUhA T XI N �i� ,� CONCRETE SLAB w , `� I� 9
� :SA- Q _ 6
h
NG, iIFL,_ EXISTING
v
' _
IU 1 Q�. _ / A /` - - -
A � v o a `;x �x' ���'` `� ,l � ;� �, � CONTAINMENT BASH
. / F.F. 100.20
, � v; > GRAVEL PAVEMENT PLAN
i _� �� 1 l
! ! \ EXISTING 54" RCP
�� � R 0 40 80 120 160
o o ��o O 1"-4Q'
oo� oo� 0 00� o 00 0 00 00 00 �>
�oO�S �K125 1oc�b 0oO�S i
8� 8� 8� �� B�� ��o v;
PP d°o �o°O0o� ` �°Q �)o°o�o o°°�
0 0 0 o 0 0 o
8� � 8��8&0 0 ?8 0 bo&o
oQ0 (� oho o� oQ o0 . a - - —
j o oao0 °o0 - -�- X -
X X X
D IS ENGINEERS ARCMTECTS DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
1p4 GRAVEL 5 F�D PLANNERS GIN 1 MARINE CORPS BASE
h PAVEMENT C6 CHARLESTON - GREENWOOD - COLUMBIA CAM LEJEUNE, NORTH CAROLINA
DES. HORTON CORRECT EROSION CONTROL
R. BROWNLEE COGDELS CREEK
.IIIIC" CW. ROBERTSON
xS �% SUBMITTED BY• POWELL DATE• 7/15 GRAVED PAVEMENT
- � 1877�_ DESIGN DIR. POWELL
'�O �N �'�g� APPROVED: PWO OR OICC DATE SIZE CODE IOENT.N0. NAVFAC87301ING N0.
' l -.DINE ,. � .
9No L.�P , SATISFACTORY TO: DATE F 80091 CONSTR.CONTR.NO. N62470-98-8-4049
,,,,nlnnn�•
SCALE: AS SHOWN SPEC. 05984049 SHEET 3 OF 7
10855-02\c\Davement(c3) .dgn May. 07, 1999 15. 46:07

i
I
I
PIPE SCHEDULE EXISTING GATE >87' (TP) 5' BERM REVISICINS
TO BE RECOOCATED ELEV. - 98.0 (TYPA SYM. DESCRIPTION DJE APPROVED
PIPE NO. SIZE LENGTH BEARING 172 (PP) 1 ADDENDUM 1 9 10 RLP
RELOCATED 25' GATE ------- ________ ____________ `• REMOVE AND SALVAGE EXISTING FENCE, 2 REVISE SHEET IN ITS ENTIRETY 99 RLP
1 36" RCP 85' S76° 26'12"E -- x AS REQUIRED, FOR CONSTRUCTION OF
2 15" RCP 65' S32° 32'07"E DEMOLIS ANH D EMOVE x _ --i___ 9 , 5 FOOT EARTHEN BERM AND POND
---a ----
EXISTING CO RETE - ""-""
3 36" RCP 214' S74025'13"E SLAB
4 18" RCP 227' S15023'50"W 1100 .------_---- o _� --------- -
5 30" RCP 147' S56050'04"E I ' R10, --- ' T ; DEMOLISH AND REMOVE
' 1 I -, 1 EXISTING TIMBERS
6 24" RCP 41' S76° 38'59"E I `
I it ; � ; `.• � `� _ - �, �
7 24" RCP 95, S11° 03'29"E Forebay ♦ •r:
8 48' RCP 88' S30° 59'25"E 32,759 SF
1 I ; EL 94.15 ,� �, I ,
9 42" RCP 209' S130 34'05"WCIL
1 HEADWALL
1 1
10 36" RCP 96' S13° 34'05"W a I ; (TYPICAL) " - 'r - 1
NOTE j
c♦, ^D ' I PERMANENT POOL DIMENSIONS DESIGNATED WITH (PP)
11 36" RCP 63' S15° 27'46"E + r 1
CAI i '' TEMPORARY POOL DIMENSIONS DESIGNATED WITH (TP)
/ 1 y " I OUTFALL ; 1 ; 1 � , , , , I 1 1 Lq
12 30" RCP 95' S600 53'03"E - - + 1 A
INV. 91.0 1 1 ti 1 --
1 1 , ,I 1 1 -0 --1
I, 1 1 N 50403.30 OUTFALL + ' 1
NEW 7' FEN E ' � , ' ; ; ' ' ' + ' , 1 , o ; 1 Of
p
13 24" RCP 158' S73° 00'19' E _ , I E 4 883.38 INV. ' v
' 1 1 ' ' , ' ' 1 + ' 1 1 1' 1 1 R 9' P -
- - N 50,468.02 1 1 I
E 49 2.11 ;
1 I `1 ,
O 1 „ f1Vi ' R ?7' (
o.. o O O I 1 1, , 1 .+ U9.0 89, +, 1
AC Q�Q ��O 1 1
i11o �000oQ o0j �0°000� 000 I I; ; "-'`--"-' - - - - - - - - REMOVE VEGETATION >11 SEDIMENT
c� - - 1 I '
,eZ ° o � ° ° 7 ____ 0 EXISTING OUTFALL STRUCTURE
1 ----- -- -- --- -- -- j
' ' , � 9- 8� t � `. GRASS LINED CHANNEL 7
�cJ5o9 BC�o �F�o,�QQ BC�oQ 8 I , / - - - - - - - - - - 'fi G - - - - - -�� _.
:�0c°�O '\)po°QORD Q91@ Vguol 110�0 ' �.1} - - - - - - - ".�\ ' 1 ' ♦ - - 1� C6 IE • 91.0
o�o�oC�o o i - - \. . 1 `;�, • I IE • NOTE
- SEE NOTE SEE NOTE
= �� G� 8C3oo� ��00 BC�oo j --- -----------i---4 . - �� �•. ,- ----
FUEL o k a A
0c��0� b '� O°0'd _ R
CONTAINMENT SLABS ° ��° - �1 1 - " � MODIFY - 420 LF •/- EXISTING PIPE 9 B C 7/ 112' (PP) ---•- - � ;� EXISTING OUTFACE 7 --------,5� --------------- --------------Q 0.0024 FT%FT----------------------------------------- DITCH
I STRUCTURE flIPE 10 - - - - - - - - __,_._• / BOLLARDS CB C 1 ' 1 1
�t CB C-3 % (TYPICAL) 124' (TP) ; NOTE: CHANNEL SHALL BE ALIGNED BETWEEN Ch
- -GB_C_4 - w 1 I 98 - - 1 EXISTING SPILLWAY AND END OF EXISTING DITCH.
I, 1
- 99$ Ib
98.9 >( g �8� `� 1C0 TROL S
CONTROL SCHEDULE
w
� \ CB 5 1 m CB. C-1A �,
m
/ '
8" D.I.P. ; 1p� ( I 1
INV. 100.54'-�� I 1 I , 30 FOOT GRASS LINED i I N0. DESCRIPTION NORTHING FASTING ELEVATION
, I SPILLWAY TO POND ;
\dl, U 12 112 1 + " IRON ROD 50000.0E 50000.0E 100.0E
\ 1 I I IE - 97.0 , 96 �2
F.F. 1100.40 I F.F. 99.49 F.F. 98.33
101, 1 _ _ _ __ CONTROL 1 1 � _
2 •5 REBAR 49921.23 50319.1E 103.63
i
CW l I �� I I ►� I 3 •5 REBAR 50571.57 49734.77 96.05
101. tip' I I I w ,' ,
- I I 1 0- I 4 NAIL 14 CAP 50151.93 50084.83 99.88
1 96
91 1 r 5 •5 REBAR 50674.11 50058.31 97.16 j
c� 99.4 ) J, 8 I
z TT * x 9j x 97.0 x '
ID �� ' EXISTING POND
z ONTROL 4 '
v+
S I BUILDING '
I �p CB B 2 PIPE 4 o
o - - - 1 1
OW 1,
P �/ - - e
x' PP PP PP / DRAINAGE STRUCTURE SCHEDULE
10
I
NEW TEMPORARY POOL
127,908 SF EL. 95.28 CATCH BASIN STRUCTURE TYPE RIM ELEVATION NORTHING EASTING
99 5PP
�18 RCP 1 �'�� - I NEW/ORIGINAL PERMANENT POOL A-1 TYPE 1 97.8 50310.9E 50311.62
WVD4 / - - I /p0� i % + I +, p�; + g� �s) 98.5� -- + NEW/9 SF EL. 94.15
WVD4 C C-7 1 s �O \ O 9 A 2 JUNCTION BOX 99.E (COVER) 50301.65 50350.63
1 ' a
8" DIP QW a ) i - Existing Permanent Pool A-3 TYPE 1 98.5 50209.19 50368.70
MH g
�, + ff
MHC) 5 �' �' I 112' 112' I QQ I 1 5 ,892 SF
6-1 TYPE 1 97.3 50391.08 50188.95
1 r EI. 94.8 (w outfoll blockage)
1
24" RCP B-2 TYPE 1 98.5 50165.56 50126.55
I F.F. 99.87 I
0 8L G � F.F. 101.16 F-F. 100.68 � I � CB A-1 � � � I
I , C-1 TYPE i 96.5 50448.1E 49984.73
MH - - -Xlp2
' C-IA TYPE 1 _ 96.7 50393.04 50019.85
PP
MH ( I � ' $�' DIP C-2 TYPE 9 96.5 (THROAT) 50327.91 49928.66
H - I 1 a
Q 1 I a
o ° 0 PUMP STATION 1 �5 , 1p x I * 0� , 100• x { �g2�, 99?p CB A-2 9 _ - / ;� 96 C-3 TYPE 1 98.6 50120.02 49905.56
G / C-4 TYPE 1 98.8 50027.34 49883.20
' � ,1 X 8 ,
C-5 TYPE 9 99.6 (THROAT) 49967.10 49899.86
�¢ x ��00 _ c,_ -- - CONTAINMENT BASH
EXISTING STORM DRAIN LINES / �-- .� -- - - - _�- - - ®- - - X
TO BE TIED INTO CB C-7 o c CB A j 8 F.F. 100.20 - - - C-6 TYPE i 101.E 49921.24 49982.21
w CONTROL 2 - �" /0? - C 7 TYPE 9 101.5 (THROAT) 49875.19 50132.87
x150' (T
x 10 . x_102.0 - - - - - x 100.75
I RCP
Q - - - - - - - - - - - - - - - - - - - - - - - - 100.75 d
- - - - - - - - - - - - - -
00 0o0 0 00 °c�p(� o O o
°O ° �r000(�Ji °°G 00 .'S� °O� sores°ram^}-',�,
oLx-/U o�Xs� o oOCJ�� o o
8a8� 8� �� � I j
00
8�°
PP 0 000 000 �0 0��00000000U�000 ° p"�\? 102.0 I 9a ,�� X
00 ,
0 0 �o �o �o �C�o `c) o
00 °00oQ °OOoQ °00oQ °00 °O0 °OoQ °0 °° 1`��- -�'�_-�c 8
-X X X X
X X X ' - X
k 104 C - 4
NOTES' DEPARTMENT OF THE NAVY NAVAL FACILITIES E ;INEERING COMMAND
ENGINEERS ARCHITECTS MARINE CORPS BASE
1) WETLANDS TO BE DELINEATED BY OTHERS. D�D PLANNERS ARCHI E Ts
CONTRACTOR SHALL COORDINATE CHANNEL LIMITS
WITH THE CONTRACTING OFFICER BASED UPON DELINEATION. CAMP LEJEUNE, NORTH CS. HOTON - GREENWOOD - COLUMBIA , CORRECT EROSION GAROLINA
CONTROL
CHANNEL GRADING LIMITS, ALIGNMENTS, AND ELEVATIONS DES. HORTON
SHALL BE ADJUSTED AS REQUIRED TO PROVIDE POSITIVE GRADING AND DRAINAGE PLAN
DRAINAGE WITH NO DISTURBANCE TO WETLANDS AND ANY DR. BROWNLEE COGDELS CREEK
PRESCRIBED BUFFERS.
O 40 SO 120 16O ,♦�`��•.�A CHK. ROBERTSON GRADING AND DRAINAGE
2) GRADING DETAIL INDICATED BY PROPOSED CONTOURS ARE ; �,•• ';
o: �� SUBMITTED BY POWELL DATE 7/15 SYSTEM LAYOUT
• PROVIDED FOR NEW POND ADDITION ONLY. PROPOSED CONTOURS _ _; Q o�y
ARE NOT INDICATED FOR PAVEMENT AND GENERAL DRAINAGE PLANS. 1" 40' _ AL _ DESIGN DIRT POWELL
° - 187 = APPROVED:PWO OR OICC DATE SIZE CODE (DENT.N0. NAVFAC DRAWIN: N0.
'moo •�ti� N�� -��, F $0091 4387302
l9No L.•P SATISFACTORY TO: DATE CONSTR.CONTR.N0. NE2470 98 B 4049
"nnnnl •
SCALE AS SHOWN SPEC. 05984049 StfET 4 OF 7
' 865-02\o\storm(c4) .ogn May. 07. 1999 15: 46, 36

i
REVISIONS
i
SYM. DESCRIPTION DATE APPROVED
1 ADDENDUM 1 9/10 RLP
.. .............................................................................................................................................................................................................................................................................................................................:..........................................
105
CB A-2: CB A-1 CB B-1 CB C-1 :
CB iA 3 EXISTING GRADE
i
____ _ ____ ____ . ......:............................................:..................................................................•--•-----............... . .-----................................... ...........................................;...................................----... ........................................
100 ..........................................�___ ._.:.-.:.:.:.-.:.:.z.-.,._._._._.t __ - -......................... ...... 100
- -------------------------------- ---
---------------
--- - I
-- -------------------------- - ---- ------- --------------------- ------------
95 ........................:........
'............ ....... :............................................;.............. .. .----------------....................... ........................................ 95
..................................... ........
24' RCP Q 0.537 2a' RCP o 0.49%
30':RCP G 0.68% I
............ . -- ..... ...............................36..RC .. ..059/ .............................
90
i...
In cv) m W (o ul
Y K c7 O O
i
Ir P> >
C C .0 C ,C C •.C•
.. .................•----... ............._......................--------=-----........................................ .....-----..................................:............................------------.... ......... .......... .....-- ._........ ........................................ 5
85 ................................................... •---.....................------....---............ . .. .. . .. _.. .. g
I
80 80
� o Lo o Ln o Ln o �
O p p tV N M M d d
I
J
EXISTING GRADE
LINE A 2
ceB-2._._._._............................................................................... -----...................
100 ------ - ---------.----------
-------- - - --T------------ --------- CB B-1 100 EXISTING GRADE
i............................................:......
95
98 ------- Ce c-IA
....................... .----.. .............'..•-- 98
cect
• 18" RCP Q 0.53%
-- --
i
90 ......... 90 15' RCP a 0.51%
m CD m
g0 .........---•............................... .......................................... 90
m ,
85 ........... . ........................................:............... ............................ .........-----------......................... ...........----..............---............ ..............................�.....a, 85
80 80 ..
p O C> p C
)() iCD
�. o a LINE B N N Bo 80
_ ` i 4
2 � o � o
0 0
0
LINE Cl
EXISTING GRADE
CBC-7 ...... ........................ ................................. ..................... .............•---.
103 ............................................... .......... ............... ................. ........ .................................... :.eB e- ................._..... ......., ..........._.................... ...... 103
- ----- - - - - - - ---- - -- '
secs
. - - - - - - -- - - --- - -- ---- - - - - - c-
100 :... ........................................:........................................................................- .�__._._._._ _ .... .........._...._._.. ..---...... ..................................... ... ...................----.............. . GQ.. . ... ........------...... .. .................. 100
24" RCP 0 0.76%
30" RCP 0 0.74%
30" RCP
36" RCP. @ 0.63%
cc .................. ......... -
)r) cn co cl) 00
� ita : m o: :m
; : > >
c � C : C c C
80 80
0 0 0 0 0 C> o CD
p Ln C> ,n
N N "' "' DRAINAGE SYSTEM PROFILES
LINE C
LOWER CATCH BASINS 2'-0" BELOW 0 5 10 15 20
PIPE INVERT FOR SAND TRAPS (TYP.)
103 EXISTING GRADE •••- •••••••-•............ . 103
1"-5' VER
100 ------------------- ---CB..C-3...................... ...........---.... -----..............;.........................------------. ......:.....----........---.......--- 100
....
------
----------=--- ------------ -----
0 20 40 60 80
-------- --------------------------- CB C-2
------
i"-20' HOR
42" RCP 0.48% :48" RCP a 0.82%
90 .....�....... .................... ---..... ...................... ............................................. .......................................... ...... 90 C - 5
N ^ ^ ^ m C DEPARTMENT OF THE NAVY NAVAL FACIL ES ENGINEERING COMMAND
C'i _ _ D I S ENGINEERS SCEARCHITECTS MARINE CORPS BASE
Q' � Q: cr G: r�T PLANNERS SCIENTISTS
.� .0 _C ,C CjHARRLESTONN — GREENWOOD — COLUMBIA CAMP LEJEUNE, NORTH CARC. :A
.. DES. HORTON CORRECT EROSION CONTROL
80 80 ```� ::::,,�� DR. BROWNLEE COGDELS CREEK
C CHK. ROBERTSON
�y SUBUTTED BY: POWELL DATE: 7/15 DRAINAGE SYSTEM PROFILES
CD UI o � o uul C�lCD =� i AL .� c DESIGN DIR. POWELL
APPROVED:PWO OR OICC DATE SIZE CODE (DENT.N0. NAVFAC [RAWINC N0.
43E'303
LINE C 1 �'�qNo Lof �IIPO` ;`` SATISFACTORY TO DATE F 80091 CONSTR.CONTR.NO. N62470-98-B-4049
SCALE: AS SHOWN SPEC. 05984049 SHEET 5 OF 7
`,10865-02\c\prfls(c5) .d9n May. 07, 1999 15: 19. 31 -

REVISIONS
Sym. DESCR1PnON DATE I APPROVED
i 1 ADDENDUM 1 5/9 RLP
FRI900-Fi
NAH
•7 & 8" EW GRAVEL PARKING 2 REVISION 5/99 RLP
IL TYPE INEENAH R-3475-E
CONIC BRICK 18" PIPE O.D. 18"
AND MORTAR °G
6„ SIDE OF \ \�j FILTER FABRIC - N SEE PLAN (j)THIS SHEET, FOR ADDITIONAL STRUCTURAL DETAIL
TRENCH &4
4" X 6" OPENING • 7 8" O.C. E.W.
N 3'- �� / 18" 4 SIDES (TYPE IONLY)
w SQUARE ; 12" X 18" GRAVEL
> ROUNDED COMPACTED BACK FILL UNDER DRAIN CONTINUOUS PIPE LD. • 16" MIN.
FLOW EXCAVATION FACE SHALL BE � �� 4 SIDES (TYPE I ONLY) a
ENTRANCE SQUARE
/ �_ OUNDED ,' � �SHORED, SHIELDED, OR SLOPED R FLOW
IN ACCORDANCE WITH OSHA \� o ENTRANCE I 'i 'I
"CONSTRUCTION STANDARDS PIPE
FOR EXCAVATION." PIPE I.D. o
+ 1/6 PIPE I.D. "
6" •57 STONE `�
o - o
• 5 In 12 O.C_ E.W. ���^ §>A57 STONE "
GRAVEL BEDDING
•s 0 12 ' O.C. E.w.
DETAIL - JUNCTION 60X � t
1 TYPICAL STORM SEWER TRENCH BEDDING DETAIL
N.T.S. I
N.T.S.
D, DETAIL - TYPE I CATCH BASIN
J
NEB' ENAH N.r.S. JUNCTION BOX
R-5900 F �
,A i <./,�_,.i /�
07 0 8" O.C. E.W.
8" X 8" COLUMN
AT EACH CORNER 10" WELL GRADED AGGREGATE SURFACE COURSE
_ (SEE PAVING NOTE N0. 2)
OPEN 4 SIDES CONIC BRICK
X AND MORTAR
PIPE I.D. • 16" MIN. I T Y P I C AL PAVING SECTION BUILDING \ / BUILDING
SQUARE I
ROUNDED FLOW N.T.S.
ENTRANCE
NEW 2" X 8" TREATED TIMBER 30' LONG FF. ELEV.
•N '
SEE SECTION DETAIL FOR ATTACHMENT SPECS.
. . - 15' 30' 15'
6" •57 STONE _ o
•5 Q 12" O.C. E.W. �� '� b0 - -
�ti
• k
N EL. 95.28
r
` - - TEMP POOL ' ' 1 EL. SEE GRADING
D _ L _ -'' '^ LAN SHEET C-4
I
�_ D G
D, D - ----- - --- - - - --- -
` ° D - - -o - -- -- ' D D 0 EL. 94.15 -- 8" GRAVEL �
P
DETAIL - TYPE 9 CATCH 'BASIN c c PERM. POOL SABC SPEC 2s cMIN) 4
4 EXISTING RIFICE PLATE ° 57 STONE
N.T.S. A AND TRAMBASKET Ta REMAIN
D D D D v D
VOID
, TYPICAL SWALE AND BUILDING INTERFACE
N.T.S. L.
ri EXISTING 5" ORIFICE 2
GRASS CHANNEL SECTION NND ALL DISTURBED AREAS IN ACCORDANCE WITH 1 CL EL. 92.65
SPECIFICATIONS. CONTRACTOR SHALL PROVIDE TREMPORARY BIODEGRADABLE 7 EXISTING OUTFALL STRUCTURE MODIFICATIONS VARIES s" DOME 1
MATTING AS REQUIRED AND MAINTAIN CHANNEL UNTIL A WELL ESTABLISHED
STAND OF VEGETATION IS PROVIDED. MAINTENANCE OF CHANNEL, DURING
ONSTRUCTION SHALL BE IN ACCORDANCE WITH APPROVED 0 & M PLAN. ON.T.S. f FILL POST W/CONCRETE
- - - - - - - - - - - - - - - - - - - - - - - -
EXISTING GRADE - - - - -
LLJ L - - - -- - - - r - - - -i1� - 'r - - - -i- - - - - - - - -'
>
�f 4 r _ -- - -- --- -- -- --- - - - - -- PAINT BROWN
\ f 1 o
6" DIAMETER-
� � 04 A SCHEDULE 40 STEEL PIPE
> r - - - , ASTM A53
_ _ J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L
8 30, 8
1" CROWN
BOTTOM WIDTH - FINISH GRADE
EXCE IOR B KETING - J- - - - - - - J L - - -'
07 @ 450 EACH CORNER
v
36"
07 @ 8" O.C. E.W. -
/?" DIA SS BOLT , vao PLAN OF TOP ;1 CONCRETE
4/p LONG @ 24 O.C. OGRASS LINED CHANNEL DETAIL '
FASTEN USING HILTI OR 7 6 MIL COAL TAR EPDXY
RAWL EXPDXY SYSTEM N.T.S. N.T.S. SYSTEM ON PIPE IN
96.15 EL. N
CONTACT WITH CONCRETE
2" X 8" CCA TREATED TIMBER 8 20
ALONG TOP OF EXISTING 30' WE 97.65 EL. Y4" E.J. - •7 8" EW
EXISTING OUTLET PIPE SECTION A- A N 12 MIN.
95.28 NEW IE 96.15 EL. o
EL. 95.15 96.65 EL. N.T.S. BOLLARD DETAIL
� 95Js EL 9
D D D D NOT TO SCALE
D D D 94.15 EL. P 94.15 EL.
D D D D e NORMAL POOL D Q\PE
3/2 �x\SZ\NG NT C
° D C - 6
D
D
D EXISTING
0 92.65 ORIFICE & EL
M-1 EL. 94.15 D EXISTING ORIFICE PLATE W/5" DIA. ORIFICE DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
D v F I S ENGINEERS ARCHITECTS MARINE CORPS BASE
PERM P00 D EL. BOTTOM POND FL D PLANNERS SCIENTISTS
D _ _ EXISTING CHARLESTON - GREENWOOD - COLUMBIA CAMP LEJEUN-,NOR;N CAROLINA
o FOOTING CORRECT EROSION CONTROL
o ES. HORTON
D
Q Q Q Q Q DR. BROW NLEE COGDELS CREEK
.��`� C CHK. ROBERTSON
O,•�� �;y= SUBMITTED BY POWELL DATE 7/15 TYPICAL DETAILS
AL '9 ' DESIGN DIR. POWELL
1871 =
�•� v, APPROVED: PWO OR OICC DATE SIZE CODE IDENi. N0. NAVFAC DRAWING N0.
%;�;r 0;1;0I N E ���,�: 4387304
10 OUTLET CONTROL STRUCTURE SECTION DETAIL F 80091
� .� SATISFACTORY TO: DATE CONSTR.CONTR.NO. N62470-98-B-4049
�nnln�a
N.T.S. SCALE: AS SHOWN SPEC. 05984049 SHEET 6 OF 7
,jooso00\10855-02\c\0etalIs.cgn May. 07, 1999 15: 38:06

REVISIONS
F
SYM. DESCRIPTION DATE APPROVED
1 i ADDENDUM 1 9/10 RLP
' 2) EXCAVATE A 4"X4" TRENCH 2
a 1) DRIVE POST 12" UPSLOPE ALONG THE LINE REVISION 5/99 RLP
MINIMUN of POST. EROSION CONTROL NOTES:
STEEL POST 1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY
SEVEN CALENDER DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF
PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES
SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
I I
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS I BREAK OFF GROOVE
offOF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
I i I OR BELL END
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE
F\� CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY
4„ OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE . -=
/ ;4; � WILL RESUME WITHIN 21 DAYS.
j R
�. FLAN PIPE BARREL
3) WIRE TIE FENCE WIRE 5) BACKFILL AND COMPACT THE ROUNDED ENTRANCE
w EXCAVATED SOIL
(UPSTREAM HEADWALLS ONLY)
TO STEEL POST AND EXTEND IT 8" INTO
THE TRENCH.
4) WIRE TIE FILTER FABRIC SLOPE SWALE BEHIND DOWNSTREAM HEADWAI_L AS SHOWN, PROVIDE ROUNDED
TO FENCE WIRE AND EXTEND IT 8" INTO L HEADWALL 1\4":1' ENTRANCE FOR UPSTREAM HEADWALL (SEE DEVIL)
Uj
THE TRENCH.
N C)
IIII li n ill IIII III IIII ! Wdf
II'.�I li ill IIII i� �l !I� I�I L�11 ICI III i C3 O
I ', l I I!I I IIII it Ii � I I jlll it IIII II I Z � _
I III` illl I I Ili it II III III! III II IIII
,I
O
-,I / —0 p
'
DITCH SLOPE •.
SILT FENCE NOTES (s) EA 04 FRONT B
O �
FACE ONLY
WIRE 1) MAXIMUM HEIGHT OF SILT FENCE SHALL NOT EXCEED 36" USING STANDARD STRENGTH FILTER FABRIC. ELEVATION SECTION
STEEL POST 2) POSTS SHALL BE SPACED AT 10' AND DRIVEN..INTO GROUND A MINIMUM OF 12".
FILTER FABRIC 3) A TRENCH SHALL BE EXCAVATED 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS, UPSLOPE - ALL SLOPES -11/2 S-2 i S-3 1
FROM THE FENCE. D H A B ]63%11
L L L
4) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. " ' " " "
24 3 -0 1 -0 1 - 7 6 9 -0 13 -6EXTENSION OF FABRIC AND 30" 3'-6" 1'-3" 2'-1" " 9' 0° 11'-6 16' 6"
„�NiRE 8" INTO THE TRENCH 8 5 -0 1 6 2 -10 ' 13 0 17 6 ' 25 6
FLOW MAINTENANCE
1) SILT FENCE. SHALL BE INSPECTED IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY,DURING PROLONGED RAINFALL. ANY 13 CONCRETE HEADWALL TYPE "A'� 1
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
N.T.S.
2) SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME
— I_I
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE FENCE
i
IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
!
12 ONSTRUCTION OF SILT FENCE 3) SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT
NO SCALE OF THE S';j FENCE.
I
FOREBAY POND y
i
Illi III
--1� EL. 94.15 PERMANENT POOL
III— _ _ EL. 93.0
ROP INLET —III = !
WITH GRATE _
-1 I il—
i EMBANKMENT \L8
6. STANDARD STRENGTHFILTER FABRIC STAKES —IEL. 89.0 = - y
' v FILTERED
WATER
SECTION THRU FOREBAY
ll WITHRUNFF WATER
SEDIMENT 15 N.T.S.
, � EL. 89.0
III-III-
I—I p 96.5 FLOOD STAGE
STAKE i =
SPECIFIC APPLICATION: t0 p 95.28 TEMP. POOL EL.
I— p 94.15 PERMANENT POOL EL.
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET IIII I I III =
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE III
SHEET OR OVERLAND FLOWS ARE TYPICAL. THE METHOD SHALL NOT APPLY 1
TO INLETS RECIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY
6
MEDIANS.
EL. 89.0 BOTTOM
GRASSED VEGITATED
MAINTENANCE EMBANKMENT SHELF
THE METHOD OF INLET PROTECTION MAINTENANCE IS THE SAME FOR SILT FENCE
(SEE NOTES 7,8&9 THIS SHEET).
SECTION THRU POND C - 7
16 N.T.S. D iQ ENGINEERS ARCHITECTS DEPARTMENT OF -IE NAVY NAVAL FACILITIES ENGINEERING COMMAND
DROP INLET SEDIMENT FILTER ill&N.
FL D PLANNERS SCIENTIST MARINE CORPS BASE
T.S.
CHARLESTON - GREENWOOD - COLUMBIA CAMP L J UN , NORTH CAROLINA
DES. HORTON CORRECT EROSION CONTROL
DR. BROWNLEE COGDELS CREEK
C CHK. ROBERTSON
SUBMITTED BY: POWELL DATE: 7/15 EROSION CONTROL
DETAILS
- � 187 � = DESIGN DIR. POWELL
APPROVED: PWO OR OICC DATE SIZE CODE (DENT.NO. NAVFAC DRAWING NO,
�O'�,N 4 4387305
''. L.•p SATISFACTORY T0: DATE CONSTR. CONTR.NO. N62470-98-B-4049
'" nnnln+`a
SCALE: AS SHOWN SPEC. 05984049 SHEET 7 OF 7
,ioosoaa\10665-02\60etails.agn May. 07. 1999 15: 55: 45

REVISIONS
SYM DESCRIPTION DATE APPROVED
KINSTON
70
NEW BERN
t1
258
17 NE ORT
FIELD
117 JACKSONV1LLE 24
MOREHEAD CITY
r.. 7
MAINTENANCE 421 17
CAMP LEJEUNE
WILMINGTON
COMPLEX INCREMENT III
VICINITY MAP
P � 804 V
1" = 15 MILES
Qf
0
Z
c1
MARINE CORPS
BASE
N . C .
CAMP LEJEUNE ,
INDICATES DIRECTION f
SANITARY LANDFILL INDICATESOF SECTION CUT
ti
PQD J�RIAS�-- OS SEC110N
�t WEIGHT LIMIT \ NUMBER
cpGQ��S CR CZ, 21 TONS PER SINGLE �p �y
W VEHICLE, 27 TONS vim' y FF,
W PER MULTI-AXLE F��� P
S INDICATESSHEET DETAILINDICATES SHEET
� SOP ROJECT SITE
COGDELS CREEK qp '� IS KEYS DETAIL OR SECTION I'
g IS SHOWN
SECTION KEY !
S TI
CAMP �p
LEJEUNE \�SF`��
MAIN �P INDICATES
Oz GATE DIRECTION
s�oLu �c16 b OF VIEW
COMBAT VEHICLE s s INDICATES ELEVATION
Z NEW RIVER y LETTER
MAINTENANCE SHO F�,� o M 1'� 1 s I•`�'11
P-240 EXISTING 0 Q {�"'�°,nit°"r `a�na� otrcq
q INDICATES INDICATES SHEET
I INCREMENT IFIELD N COMPLEX o SHEET ELEVATION ELEVATION IS SHOWN
I POSTED BRIDGE LOCATION AND SANITARY LANDFILL IS KEYED
P-803 EXISTING —EXISTING � -
P.O.V. PARKING 1" = 8,000' ELEVATION KEY
NEW P.O.V. PARKING ti1q�
FIELD MAINTENANCE *aR INDICATES DETAIL LETTER, SECTION NUMBER,
COMPLEX INCREMENT III FUTURE - - - - INDICATES SHEET
P-804 (P-805)= ' !_ - - _ - _ - - DETAIL, SECTION, OR ELEVATION LETTER
OR ELEVATION IS
- - - KEYED TITLE
2 '- -
P-257 EXISTING
_ _ INDICATES SHEET DETAIL,
= .- a. SECTION, OR ELEVATION
IS SHOWN
FIELD MATNTENANCE COMPLEX
INCREMENT I O d DETAIL TITLE
EXISTING TANK TRAIL
NEW CONCRETE TANK TRAIL —>
COMBAT VEHICLE MAINTENANCE SHOP
P-517 EXISTING 33
n
iJ� .. �yi �Iu, 1 q il' n IC'
o 1. " +, 11, l.11l 4 Cfx,' ,,� I 1L
Piliil ,y r �r„I�1"LC. � 11tim 'r p�
MAIN SERVICE ROAD �$Gu 8 q 20 Z l S
'rACW/�'r' W!r:,NINGI
rm
GRAPHIC SCALES
ROADWAY WIDENING
T—1
15 0 15 30
OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACIJiFS ENMA MG CMWAND
LOCATION PLAN 1" = 15 MILES RALEIRGH,H,N N. CAARROOLINA NAVAL srADa+ ATLANTIC DIVISION NORFOLK, om
1" = 200' 200 0 200 400 JO DXNO. 55M10 o MARINE CORPS BASE, CAMP LEJEUNE, N.C.
; STA. PROD. NO. P-804 FIELD MAINTENANCE COMPLEX, INCREMENT M
DES MURPHY DRNM.RUSSELL COVER SHEET
" PROJ MGR LEE CH ARCH GR
1 = ZOO' :'aQ� (': , EFD:RVD F.P.
8000 0 8000 16000 SEAL BR MGR DES DIR
y . NO. NAVFAC DRAVNG NUMBER
`s 5 9 60 APPROVED DATE
...........NCINE�pl ,� ACTIVITY—SAl1SFACTORY TO F 4227I`ID
�9( �C�'.•'� APPROVED WELcm=sm
NIN62470-88—B-8110
Ql
1" = 8000' �'''����N. °�,, scAtFGRAPHIC sPEc. 05-88-8110 SLEET 1 of 2foCo
FOR COMM AVfAC
i
1

REVISIONS
SHEET INDEX
SYM DESCRIPTION DATE APPROVED
W U W W
W � W (> � U-iV
� Z ZZ f= Z (= F pQ m � m W m W �W p � � -m WM W
1 � = Q = = = S Ii Q = S 2
327190 4227190 T-1 COVER SHEET W Z Z Z (n = cn F ,,, Z Z z (n z cn F=
327191 4227191 T-2 INDEX 327258 4227258 A-39 WINDOW SCHEDULE — WINDOW TYPES 327330 4227330 P-1 PLUMBING PARTIAL FLOOR PLAN NORTH WEST SHOP — WATER & AIR
327259 4227259 A-40 WINDOW SCHEDULE — WINDOW TYPES 327331 4227331 P-2 PLUMBING PARTIAL FLOOR PLAN NORTH EAST SHOP — WATER & AIR
327192 4227192 C-1 KEY LAYOUT PLAN 327260 4227260 A-41 HEAD, JAMB, SILL DETAILS 327332 4227332 P-3 PLUMBING PARTIAL FLOOR PLAN SECOND FLOOR NORTH
327193 4227193 C-2 LAYOUT PLAN 327261 4227261 A-42 HEAD, JAMB, SILL DETAILS WATER & DRAINAGE
327194 4227194 C-3 LAYOUT PLAN 327262 4227262 A-43 PARTIAL CEILING PLAN —NORTH WEST SHOP 327333 4227333 P-4 PLUMBING PARTIAL FLOOR PLAN SOUTH WEST SHOP — WATER & AIR W a W W Lu
327195 4227195 C-4 GRADING AND DRAINAGE PLAN 327263 4227263 A-44 PARTIAL CEILING PLAN —NORTH EAST SHOP 327334 4227334 P-5 PLUMBING PARTIAL FLOOR PLAN SOUTH EAST SHOP — WATER & AIR W Z z z uii z w
327196 4227196 C-5 GRADING AND DRAINAGE PLAN 327264 4227264 A-45 PARTIAL CEILING PLAN — SECOND FLOOR—NORTH 327335 4227335 P-6 PLUMBING PARTIAL FLOOR PLAN — SECOND FLOOR SOUTH &
327197 4227197 C-6 WATER AND SEWER PLAN 327399 4227399 E-8 LIGHTING PLAN — NORTH EAST SHOP
327265 4227265 A-46 PARTIAL CEILING PLAN — SOUTH WEST SHOP PAINT ROOM 327198 4227198 C-7 WATER AND SEWER PLAN 327266 4227266 A-47 PARTIAL CEILING PLAN — SOUTH EAST SHOP 327336 4227336 P-7 PLUMBING PARTIAL FLOOR PLAN NORTH WEST CRANEWAY 327400 4227400 E-9 LIGHTING PLAN — SECOND FLOOR NORTH
327199 4227199 C-8 POV PARKING PLAN 327267 4227267 A-48 PARTIAL CEILING PLANS — SECOND FLOOR SOUTH—SOUTH WEST SHOP WATER & DRAINAGE 327401 4227401 E-10 POWER PLAN — NORTH WEST SHOP
327200 4227200 C-9 TANK TRAIL PLAN/PROFILE 327268 4227268 A-49 BUILDING SECTION 327337 4227337 P-8 PLUMBING PARTIAL FLOOR PLAN NORTH EAST CRANEWAY 327402 4227402E-11 POWER PLAN — NORTH EAST SHOP
327201 4227201 C-10 STORMWATER DETENTION POND AND 327269 4227269 A-50 WALL SECTIONS WATER & DRAINAGE 327403 4227403 E-12 POWER PLAN — SECOND FLOOR NORTH
CONTROL STRUCTURE DETAILS 327270 4227270 A-51 WALL SECTIONS 327338 4227338 P-9 PLUMBING PARTIAL FLOOR PLAN SOUTH WEST CRANEWAY 327404 422740 E-13 ROOF PLAN — NORTH WEST SHOP
' y 327202 4227202 C-11 STORM DRAINAGE PROFILE 327271 4227271 A-52 WALL SECTIONS — CRANEWAY WATER & DRAINAGE 327405 4227405 E-14 ROOF PLAN — NORTH EAST SHOP L 327203 4227203 C-12 SANITARY SEWER PROFILES AND 327272 4227272 A-53 WALL SECTIONS 327339 4227339 P-10 PLUMBING PARTIAL FLOOR PLAN SOUTH EAST CRANEWAY 327406 4227406 E-15 LIGHTING PLAN — SOUTH WEST SHOP
OIL WATER SEPARATOR DETAILS 327407 4227407 E-16 LIGHTING PLAN — SOUTH EAST SHOP
� / 327273 4227273 A-54 CRANEWAY WALL SECTIONS WATER & DRAINAGE
327204 4227204 C-13 CONCRETE PAVEMENT PLAN AND DETAILS 327274 4227274 A-55 CRANEWAY WALL SECTIONS 327340 4227340 P-11 PLUMBING PARTIAL FLOOR PLAN NORTH WEST SHOP — DRAINAGE 327408 4227408 E-17 LIGHTING PLANS — SECOND FLOOR SOUTH, PAINT SHOP SOUTH
327205 4227205 C-14 MISCELLANEOUS DETAILS 327275 4227275 A-56 WALL SEC11ONS 327341 4227341 P-12 PLUMBING PARTIAL FLOOR PLAN NORTH EAST SHOP — DRAINAGE 327409 4227409 E-18 POWER PLAN — SOUTH WEST SHOP
327206 4227206 C-15 MISCELLANEOUS DETAILS 327276 4227276 A-57 WALL SECTIONS — MISCELLANEOUS DETAILS 327342 4227342 P-13 PLUMBING PARTIAL FLOOR PLAN SOUTH WEST SHOP — DRAINAGE
327410 4227410 E-19 POWER PLAN — SOUTH EAST SHOP
327207 4227207 C-16 SNEADS FERRY ROAD STA. 0+00 TO STA. 26+00 327277 4227277 A-58 WIRE MESH PARTITION DETAILS — DOCK ELEVATIONS AND DETAILS 327343 4227343 P-14 PLUMBING PARTIAL FLOOR PLAN SOUTH EAST SHOP — DRAINAGE 327411 4227411 E-20 POWER PLANS — SECOND FLOOR SOUTH, PAINT SHOP SOUTH
327208 4227208 C-17 SNEADS FERRY ROAD STA. 26+00 TO MAIN SERVICE RD. 327412 4227412 E-21 ROOF PLAN — SOUTH WEST SHOP
327278 4227278 A-59 MILLWORK ELEVATIONS — MILLWORK SECTIONS 327344 4227344 P-15 ENLARGED TOILET PLANS 327413 4227413 E-22 ROOF PLAN — SOUTH EAST SHOP
1.6
MAIN SERVICE RD. STA. 0+00 TO STA. 13+00 327279 4227279 A-60 MISCELLANEOUS DETAILS 327345 4227345 P-16 ENLARGED TOILET PLANS
327209 4227209 C-18 MAIN SERVICE ROAD STA. 13+00 TO STA. 40.00 327280 4227280 A-61 MISCELLANEOUS DETAILS 327346 4227346 P-17 PLUMBING ISOMETRICS 327414 4227414 E-23 LIGHTING PLAN — NORTH WEST CRANEWAY
327210 4227210 C-19 MAIN SERVICE ROAD STA. 40+00 TO SNEADS FERRY ROAD 327281 4227281 A-62 PARTIAL ELEVATION — MISCELLANEOUS DETAILS 327347 4227347 P-18 PLUMBING ISOMETRICS 327415 4227415 E-24 LIGHTING PLAN — NORTH EAST CRANEWAY
327211 4227211 C-20 SNEADS FERRY RD. CROSS—SECTIONS STA. 0+00 327348 4227348 P-19 PLUMBING DETAILS 327416 4227416 E-25 LIGHTING PLAN — SOUTH WEST CRANEWAY
TO STA. 30+00 327282 4227282 S-1 FOUNDATION PLAN —NORTH WEST SHOP 327417 4227417 E-26 LIGHTING PLAN — SOUTH EAST CRANEWAY
327349 4227349 P-20 PLUMBING SCHEDULES 327212 4227212 NOT USED 327283 4227283 S-2 FOUNDATION PLAN —NORTH EAST SHOP 327418 4227418 E-27 POWER PLAN — NORTH WEST CRANEWAY
327213 4227213 C-21 MAIN SERVICE RD. CROSS SECTIONS STA. 0+00 327284 4227284 S-3 FOUNDATION PLAN —SOUTH WEST SHOP 327419 4227419 E-28 POWER PLAN — NORTH EAST CRANEWAY
. 327350 4227350 M-1 HVAC PARTIAL FLOOR PLAN NORTH WEST SHOP TO STA. 32+00 327285 4227285 S-4 FOUNDATION PLAN —SOUTH WEST SHOP & DETAILS 327351 4227351 M-2 HVAC PARTIAL FLOOR PLAN NORTH EAST SHOP 327420 4227420 E-29 POWER PLAN — SOUTH WEST CRANEWAY
327214 4227214 C-22 MAIN SERVICE RD. CROSS SECTIONS STA. 32+00 327286 4227286 S-5 FOUNDATION PLAN —SOUTH EAST SHOP 327352 4227352 M-3 HVAC PARTIAL FLOOR PLAN SECOND FLOOR NORTH 327421 4227421 E-30 POWER PLAN — SOUTH EAST CRANEWAY
TO STA. 46+00 327287 4227287 S-6 FOUNDATION PLAN — NORTH WEST CRANEWAY 327353 4227353 M-4 HVAC PARTIAL FLOOR PLAN SOUTH WEST SHOP 327422 4227422 E-31 GROUNDING PLAN NORTH
327215 4227215 C-23 MISCELLANEOUS ROADWAY DETAILS 327288 4227288 S-7 FOUNDA11ON PLAN — NORTH EAST CRANEWAY 327354 4227354 M-5 HVAC PARTIAL FLOOR PLAN SOUTH EAST SHOP 327423 4227423 E-32 GROUNDING PLAN SOUTH
327216 4227216 C-24 TRAFFIC CONTROL GENERAL NOTES 327289 4227289 S-8 FOUNDATION PLAN — SOUTH WEST CRANEWAY 327355 4227355 M-6 HVAC PARTIAL FLOOR PLAN SECOND FLOOR SOUTH AND 327424 4227424 E-33 LIGHTING SCHEDULES AND DETAILS
327217 4227217 C-25 PAVEMENT MARKING PLAN 327290 4227290 S-9 FOUNDATION PLAN — SOUTH EAST CRANEWAY PAINT ROOMS 327425 4227425 E-34 LIGHTING PLATES I
327218 4227218 C-26 SOIL BORING LOG 327291 4227291 S-10 FIRST FLOOR ROOF AND SECOND FLOOR FRAMING PLAN — NORTH WEST SHOP 327356 4227356 M-7 HVAC PARTIAL FLOOR PLAN NORTH WEST CRANEWAY 327426 4227426 E-35 LIGHTING PLATES II
327219 4227219 C-27 SOIL BORING LOG 327292 4227292 S-11 FIRST FLOOR ROOF AND SECOND FLOOR FRAMING PLAN — NORTH EAST SHOP 327357 4227357 M-8 HVAC PARTIAL FLOOR PLAN NORTH EAST CRANEWAY
327427 4227427 E-36 ELECTRICAL DETAILS
327293 4227293 S-12 SECOND FLOOR ROOF FRAMING PLAN — NORTH SHOP 327428 4227428 E-37 FIRE SYSTEM PLAN NORTH
_ 327358 4227358 M-9 HVAC PARTIAL FLOOR PLAN SOUTH WEST CRANEWAY
327220 4227220 A-1 PARTIAL FLOOR PLAN — NORTH WEST SHOP 327294 4227294 S-13 FIRST FLOOR ROOF AND SECOND FLOOR FRAMING PLAN — SOUTH WEST SHOP 327359 4227359 M-10 HVAC PARTIAL FLOOR PLAN SOUTH EAST CRANEWAY 327429 4227429 E-38 FIRE SYSTEM PLAN SOUTH
327221 4227221 A-2 PARTIAL FLOOR PLAN — NORTH EAST SHOP — F AND SECOND FLOOR FRAMING PLAN — SOUTH EAST SHOP 327430 4227430 E-39 FIRE SYSTEM — SECOND FLOOR
327295 4227295 S 14 FIRST FLOOR R00
327360 4227360 M-11 PIPING PARTIAL FLOOR PLAN ' NORTH WEST SHOP
327222 4227222 A-3 PARTIAL FLOOR PLAN — SECOND FLOOR NORTH 327296 4227296 S-15 FIRST AND SECOND FLOOR ROOF FRAMING PLAN — SOUTH SHOP 327361 4227361 M-12 PIPING PARTIAL FLOOR PLAN NORTH EAST SHOP 327431 4227431 E-40 FIRE AND TELEPHONE RISER DIAGRAMS
327223 4227223 A-4 PARTIAL FLOOR PLAN — SOUTH WEST SHOP 327297 4227297 S-16 ROOF FRAMING PLAN — NORTH WEST CRANEWAY 327362 4227362 M-13 PIPING PARTIAL FLOOR PLAN SECOND FLOOR NORTH 327432 4227432 E-41 SPECIAL OUTLET SCHEDULE
327224 4227224 A-5 PARTIAL FLOOR PLAN — SOUTH EAST SHOP 327298 4227298 S-17 ROOF FRAMING PLAN — NORTH EAST CRANEWAY 327433 4227433 E-42 PANEL SCHEDULES
327363 4227363 M-14 PIPING PARTIAL FLOOR PLAN SOUTH WEST SHOP
327225 4227225 A-6 PARTIAL FLOOR PLAN — SECOND FLOOR—SOUTH 327299 4227299 S-18 ROOF FRAMING PLAN — SOUTH WEST CRANEWAY 327364 4227364 M-15 PIPING PARTIAL FLOOR PLAN SOUTH EAST SHOP 327434 422743 E-4 PANEL SCHEDULES
327226 4227226 A-7 PARTIAL FLOOR PLAN — NORTH WEST CRANEWAY 327300 4227300 S-19 ROOF FRAMING PLAN — SOUTH EAST CRANEWAY 327365 4227365 M-16 PIPING PARTIAL FLOOR PLAN SECOND FLOOR SOUTH 327435 4227435 E-44 PANEL SCHEDULES
327227 4227227 A-8 PARTIAL FLOOR PLAN — NORTH EAST CRANEWAY 327301 4227301 S-20 BOTTOM CHORD BRACING PLAN — NORTH WEST CRANEWAY 32743 422743 E-46 PANEL SCHEDULES
AND PAINT ROOMS 327437 4227437 E-46 PANEL SCHEDULES
327228 4227228 A-9 PARTIAL FLOOR PLAN — SOUTH WEST CRANEWAY 327302 422730.2 S-21 BOTTOM CHORD BRACING PLAN — NORTH EAST CRANEWAY 327366 4227366 M-17 PIPING PARTIAL FLOOR PLAN NORTH WEST CRANEWAY
327229 4227229 A-10 PARTIAL FLOOR PLAN — SOUTH EAST CRANEWAY 327303 4227303 S-22 BOTTOM CHORD BRACING PLAN — SOUTH WEST CRANEWAY 327367 4227367 M-18 PIPING PARTIAL FLOOR PLAN NORTH EAST CRANEWAY 327438 4227438 E-47 PANEL SCHEDULES
327230 4227230 A-11 ENLARGED TOILET PLANS — TOILET SCHEDULES 327304 4227304 S-23 BOTTOM CHORD BRACING PLAN — SOUTH EAST CRANEWAY 327368 4227368 M-19 PIPING PARTIAL FLOOR PLAN SOUTH WEST CRANEWAY
327231 4227231 A-12 ENLARGED STAIR PLANS — STAIR SECTIONS AND DETAILS 327305, 4227305 S-24 CRANE RUNWAY FRAMING PLANS — NORTH AND SOUTH SHOPS & DETAILS 327369 4227369 M-20 PIPING PARTIAL FLOOR PLAN SOUTH EAST CRANEWAY 327439 4227439 U-1 SYMBOLS, LEGEND, AND DRAWINGS EXPLANATION TEMPLATES
327232 4227232 A-13 PARTIAL ROOF PLAN — NORTH WEST SHOP 327306 4227305 S-25 CRANE RUNWAY PLANS — CRANEWAY 327370 4227370 M-21 HVAC ROOF PLAN NORTH WEST 327440 4227440 U-2 INSTALLATION TEMPLATES
327233 4227233 A-14 PARTIAL ROOF PLAN — NORTH EAST SHOP 327307 4227307 S-26 SECTION THROUGH CRANEWAY & DETAILS 327371 4227371 M-22 HVAC ROOF PLAN NORTH EAST 327441 4227441 U-3 INSTALLATION TEMPLATES 1{,
327234 4227234 A-15 PARTIAL ROOF PLAN — SOUTH WEST SHOP 327308 4227308 S-27 ClFAgEWAY—'(YhIGAL TRUSS ELEVATION 327372 4227372 M-23 HVAC ROOF PLAN SOUTH WEST 327442 4227442 U-4 INSTALLATION TEMPLATES 1
327235 4227235 A-16 PARTIAL ROOF PLAN — SOUTH EAST SHOP 327309 4227309 S-28 FRAMING ELEVATIONS — COLUMN LINES 1 AND 21 327373 4227373 M-24 HVAC ROOF PLAN SOUTHEAST 327443 4227443 U-5 INSTALLATION TEMPLATES
327236 4227236 A-17 PARTIAL ROOF PLAN — CRANEWAY 327310 4227310 S-29 FRAMING DETAILS Alb 327374 4227374 M-25 HVAC ROOF PLAN CRANEWAY 327444 4227444 U-6 INSTALLATION TEMPLATES
327237 4227237 A-18 NORTH ELEVATION 327311 4227311 S-30 FRAMING DETAILS AWt7 S v'EID},ls 327375 4227375 M-26 ENLARGED SCALE PLANS 327445 4227445 U-7 INSTALLATION TEMPLATES
327238 4227238 A-19 SOUTH ELEVATION 327312 4227312 S-31 FRAMING DETAILS AWt7 327376 4227376 M-27 MECHANICAL SITE PLAN 327446 4227446 U-8 INSTALLATION TEMPLATES
327239 4227239 A-20 EAST ELEVATION 327313 4227313 S-32 FRAMING ELEVATIONS - NORTH SHOP 327377 4227377 M-28 SECTIONSAHb VFfAIL4 327447 4227447 U-9 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
• 327240 4227240 A-21 WEST ELEVATION 327314 4227314 S-33 FRAMING ELEVATIONS - SOUTH SHOP 327378 4227378 M-29 SECTIONS ANC 12ET* .1,4 327448 4227448 U-10 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
327241 4227241 A-22 STORAGE STRUCTURES 327315 4227315 S-34 FRAMING ELEVATION - COLUMN LINE J & DETAILS 327379 4227379 M-30 SECTIONS ANn mrAll.� 327449 4227449 U-11 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
327242 4227242 A-23 INTERIOR ELEVATION - CRANEWAY NORTH WALL 327316 4227316 S-35 FRAMING ELEVATIONS - COLUMN LINE K & DETAILS 327380 4227380 M-31 SECTIONS AND DETAILS 327450 4227450 U-12 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
327243 4227243 A-24 INTERIOR ELEVATION - CRANEWAY SOUTH WALL 327317 4227317 S-36 FRAMING ELEVATION - COLUMN LINE L 327381 4227381 M-32 SECTIONS AI40 t7r. rAILGi 327451 4227451 U-13 ELECTRICAL OVERHEAD DISTRIBUTION .UPGRADE
327244 4227244 A-25 PARTIAL EQUIPMENT PLAN — NORTH WEST SHOP 327318 4227318 S-37 FOUNDATION DETAILS AND SECTIONS 327382 4227382 M-33 SECTIONS ANb 327452 4227452 U-14 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
327245 4227245 A-26 PARTIAL EQUIPMENT PLAN — NORTH EAST SHOP 327319 4227319 S-38 FOUNDA11ON DETAILS AND SEC11ONS 327383 4227383 M-34 SECTIONS & DETAILS 327453 4227453 U-15 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
327246 4227246 A-27 PARTIAL EQUIPMENT PLAN — SOUTH WEST SHOP 327320 4227320 S-39 FOUNDATION DETAILS AND SECTIONS 327384 4227384 M-35 HVAC CONTROL SCHEMATICS 327454 4227454 U-16 ELECTRICAL OVERHEAD DISTRIBUTION UPGRADE
327247 4227247 A-28 PARTIAL EQUIPMENT PLAN — SOUTH EAST SHOP 327321 4227321 S-40 FRAMING DETAILS AND SECTIONS 327455 4227456 U-18 VOLTAGE cREGU AfJb O� DETAILS
327385 4227385 M-36 HVAC CONTROL SCHEMATICS 327456 4227456 U-18 VOLTAGE REGULATOR
327248 4227248 A-29 PARTIAL EQUIPMENT PLAN - NORTH WEST CRANEWAY 327322 4227322 S-41 FRAMING DETAILS AND SECTIONS 327386 4227386 M-37 HVAC CONTROL SCHEMATICS
327249 4227249 A-30 PARTIAL EQUIPMENT PLAN - NORTH EAST CRANEWAY 327323 4227323 S-42 FRAMING DETAILS AND SECTIONS 327387 4227387 M-38 HVAC CONTROL SCHEMATICS
327250 4227250 A-31 PARTIAL EQUIPMENT PLAN - SOUTH WEST CRANEWAY 327324 4227324 S-43 STRUCTURAL DETAILS 327388 4227388 M-39 HVAC SCHEDULES
327251 4227251 A-32 PARTIAL EQUIPMENT PLAN - SOUTH EAST CRANEWAY 327325 4227325 S-44 CRANE RUNWAY GIRDER DETAILS 327389 4227389 M-40 HVAC SCHEDULES
327252 4227252 A-33 EQUIPMENT SCHEDULE 327326 4227326 S-45 CRANE RUNWAY GIRDER DETAILS 327390 4227390 M-41 HVAC SCHEDULES T— 2
327253 4227253 A-34 FIRE-RATED PARTITION PLAN 327327 4227327 S-46 FOOTING SCHEDULE & DETAILS 327391 4227391 M-42 HVAC SCHEDULES OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACLM ENGINEERING COMMAND
327254 4227254 A-35 FINISH SCHEDULE 327328 4227328 S-47 ELEVATED SLAB PLANS RALEIGH, N. CAROLINA ATLANTIC DIVISION
327255 4227255 A-36 FINISH SCHEDULE 327329 4227329 S-48 DRYING SHELTER ELEVATIONS, DETAILS & SECTIONS 327392 4227392 E-1 ELECTRICAL SITE PLAN ARMCTS a ENGINEERS NAVAL STARON NORFOLK, wRMA
327256 4227256 A-37 DOOR SCHEDULE EFD DWG NO. 3Y7191 MARINE CORPS BASE, CAMP LEJEUNE, N.C.
327393 4227393 E-2 SITE POV LIGHTING JOB ORDER NO. "10
327257 4227257 A--38 DOOR SCHEDULE 327394 4227394 E-3 ELECTRICAL SITE PLAN DETAILS " "' STA. PROD. NO. P-804 FIELD MAINTENANCE COMPLEX, INCREMENT ID
,�����`{{ CA ; ��:,� DESMURPW DRWN.RUS7LL
327395 4227395 E-4 ELECTRICAL SITE PLAN DETAILS '�° oFESs�o RPy99.': PRa MGR LEE cN ARCN cR INDEX
1 327396 4227396 E-5 ELECTRICAL SINGLE—LINE DIAGRAM - SEAL i BAPP F.P.RVD DIN SDI CODE . N NAVFAC DRAWING NUMBER
5960 APPROVED DATE
— = °� r 4227191
327397 4227397 E 6 ELECTRICAL REFERENCE DRAWING fNCINE�.•'
ACTIVITY—SATISFACTORY TO
327398 4227398 E-7 LIGHTING PLAN — NORTH WEST SHOP ''-.q�COON« �� APPROVED DATE Na N62470-88—B-8110
COMMFOR EFD FORANDER NAVFAC SCALE GRAPHIC SPEC 05-88-8110 sET 2 OF 266

REVISIONS
SYM DESCRIPTION I DATE I APPROVED
I I
_._„a,,, I I 7' CHAIN LINK FENCE
I STEAM VALVE PIT I I
GAS BOTTLE STORAGE
i i i -• i 1 -•- [
I I -I - r -I -I -ITT -1T -7T -T777TTTT -rT- -r -1 - -- - T- -ram T-- 7- -1-
—I—
` r,
I I ELECTRICAL SUBSTATION
r �
I I I F RAMP 0�p
- - -
{
i LOADING DOCK
- -
y
EXISTING
k { ( I FIELD MAINTENANCE COMPLEX
1 I INCREMENT II
I I L POLAWARDOUS WASTE
I I STORAGE SHELTER
I I GAS BOTTLE STORAGE II
� n CON'ff2D�G'(Ot2 (,p,'(nDWN I � I I l
u - - -
a OIL ATER AFW �VO00-r61,oGK I - - - � - - - - - - - - - - -
I SEPARATOR
AGGi �f'OX ly(I 11!� "
ELECTRICAL SUBSTATION
WASTE OIL TANKS NEW I FUTURE 1�WL•t7lhl�) - - - I-.
71 I -
I IELD MAINTENANCE CO PLEX I FIELD MAINTENANCE COMPLEX
SEE SHEETS A-1 TO A-10
FLAMMABLE MATERIAL I fi
NLi
rSTORAGE -
I EDGE OF NEW CONCRETE SIDEWALK, TYP. J --_L
LOADING RAMP I _ _
I I I I I I I � -
I I a 6q
OIL �� o I r — — - - - - - - - -
AR �� EDGE OF EXIST. CONCRETE SIDEWALK, TYP.
i SEPATORATER
,
R �� �POL/HAZARDOUS WASTE °E STORAGE SHELTER I EXISTINGoo
ZFIELD MAINTENANCE COMPLEX
I INCREMENT I
FUEL ISLAND -
k - -
L - - J o - s
k �\
LLJ
I _ �I
CANOPY AREA I I I I L— J I I o
- - - - - - - - - - -
I r I - - � _
I I I SH VNG I I �— — — — /a� �2° I I a I j I ¢ I _ _ _�_ � _ �
I I — i
o \
I
c° L _ _ _ ELECTRICAL SUBSTATION
I I
CD
co
" I EDGE OF EXIST. CONCRETE PAVEMENT, TYP.
00
DUST COLLECTOR �a �� �� I � 09
' FLAMMABLE MATERIAL -
STORAGE BUILDING, TYP.
I 1 Frt_ r ._-r-�.r T -r �--T _r -r 7 1.. i- r-r--r- r- r•--r-t- t --t---t-t t ... t r _r --t .....r ---I +_.._....�-
la
90• NEW CONCRETE 9 TRAIL
rt —
SEE
- -
EASTING CONCRETE TANK TRAIL
IN o: � EXISTING RETAINING WALL
UJI EL CDSTA. 0+00 TANK TRAIL =
a
TANK TRAIL IS SURVEY BASELINE STA. 6+60 GONZALEZ BLVD.
TBM ELEV. 26.06 EXIST. "P.K.' NAIL
en TOP OF RETAINING WALL
AT BEND I
CL CURVE DATA — ti
444 ti 60' 30' 0 60' 120'
R = 100.00'
T = 100.00'
A = 90. 00' 00'
III
STA. 30+03.06 C—1
503.37� I MAIN SERVICE ROAD =
STA, 0+00 OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
GONZALEZ BLVD. RALEIGH, N. CAROLINA ATLANTIC DIVISION
ARCHITECTS 6 ENGINEERS NAVAL STATION NORFOLK, VIRGINIA
I EXIST. "P.K." NAIL EFD DWG NO, 32752
90' / JOB ORDER NO. 5F8110 MARINE CORPS BASE, CAMP LEJEUNE, N.C.
STA, PROJ, NO. P-804 HELD MAINTENANCE COMPLEX, INCREMENT M
* DES, PORTER DRWN,BECKMAN
".= S,j( PROD MGR LEE CH ARCH/ENGR KEY LAYOUT PLAN
_ _ ? EFDIRVD F,P,
— jo I BR MGR DES DIR
�— iV SIZE CODE IDENT, NO, NAVFAC DRAWING NUMBER
MAIN SERVICE ROAD y�, APPROVED DATE
SEE SHEET C-18 �5� 4227192
EXIST. "P.K." NAIL \`� �;w�,y �w �?,; ACTIVITY-SATISFACTORY TO F
's/EVEN 1'�� `�' APPROVED DATE CONSTR, CDNTR, NO. N6247O-B8-B-8110
,,II� , FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC SPEC. 05-88-8110 SHEET 3 OF 266

REVISIONS
SYM DESCRIPTION DATE APPROVED
c
FOR CONTINUATION OF STORM SEWER LOADING RAMP SEE C4 15 M A TC H L I N E SEE SHEET C- 5
SEE SHEET C-10 2233.23 y
-
I ci28
I i I
i
54" I I , L11
I
• C)
rIj
tD
N - SEW
NOTES:
I
- F4 LD -.1NAIN TEN A1 V E IVI 1. SEE SHEET C-11 FOR STORM SEWER PROFILES.
114,2 i r 3UI ;�; r,; 2. SEE SHEET C-3 FOR LEGEND.
1.3, 7 "� x
i / - 3. SEE SHEET C-6 FOR LIST OF ABBREVIATIONS.
FE-' EEEV. �
_
/; / �� 4. THE EXISTING SITE IS UNDEVELOPED WITH A LARGE
• .. I PORTION OF THE SITE BEING MATERIAL EXCAVATED
TEMPORARY SHOULDER AND STOCKPILED FROM PROJECTS P-257 AND P-803.
� BERM DITCH, yp I \ ti ---
� SEE I \ � ' / � �� �-------- ------) � % - I 5. ELEVATIONS WERE ESTABLISHED USING U.S.M.C.
6 ; / / / 29
/ / \ _ � MONUMENT 'I PUBLISHED ELEVATION 29.86.
24.55i, 24,55 ' / ; / ; �� _
' MONUMENT "C-3" IS A STANDARD BRASS DISC STAMPED
/ /A
C 3 2 SET IN TOP OF A CONCRETE
I
PROVIDE SLOPE PROTECTION, i \ \ ' I \ %/ / 1' rn I M5.8MMNORTH OF THE CENTERLINE OF MAIN SERVICE
SEE u�
_----------- \ C ROAD AND 21.9M SOUTHWEST OF THE SOUTHWEST
C4 14 I I 23 - + % %\ �� N I 6. ADJUST MANHOLE I . CORNER OF IAND NG FCA CH BASIN FRAMES AND VALVE
TOP OF NEW CONCRETE PAVEMENT ;
i _ L U '� 1O / _ T o l - I s :; n� BOXES AS REQUIRED FOR PAVING. SET COVERS AND
3. 23 i \� / TO BE FLUSH 1H OP Of o GRAZE FRAMES TO GRADE (LUSH WITH SURFACE OF
CB 4 i ------ EXISTING CONCRETE PAVEMENT '
- I ADJACENT PAVEMENT.
I RD 18 ` _j 7. VERIFY EXISTING SITE CONDITIONS AND NOTIFY
- - - SEORM-SEWER MANHOLE, TYP. o �� w CONTRACTING OFFICER OF ALL DISCREPANCIES PRIOR
1 -
�• / 1 \ �} E �\ w 1 TO CONSTRUCTION.
E \\ I I 23.7 2 110 \F ® 1.' �
I I I 23 6 2'3. 8. REFER TO SPECIFICATIONS FOR REQUIREMENTS
- -- - J REGARDING PROOFROLLING OF EXPOSED SUBGRADE
,i WITHIN BUILDING LIMITS AND PAVEMENT AREAS.
I 9. SEE SHEET C-1 FOR TEMPORARY BENCHMARK LOCATION.
1 - CANOPY AREA
22 24.55
N Y
1 SHELTER �
-- - - - - - - - - - - - - - - - - - -
T
24 - \ -� - - - - -4,55 - - 24.55
24 l M "
d- - -- __
22 : � NSMH 3 � 18 RD •
7. )7
I -- 20 _- _: --- _. s P NV. 8.75 • 63 L.F. ® 1
TOP 24.29
CENTER ONE 20 L.F. SECTION OF oo coo L - - - - -
I I I DUCTILE IRON SANITARY SEWER �`w l 24 /
2 PIPE THROUGH STORM SEWER "
u I ; MANHOLE. SEE SHE S C-I I a C- 12. NSMH 4
I � TOP 24.19
1: 1)000000(X��C`^"'r^'F^n S -- + INV. 19.42
NSMR-- • S „ I I
, I L Ji
- - `, I )0000400000fX- Xk�0�X�00000090(, } _ _ ;�
r w I TUP`1� 88 �i.. 23.5 24.55 4.55 S `; a \S 8„ G7EF' EMH1
00 , S '- � N INV. IN' 5.0 f FOR TRENCHING DETAILS \ -- -
IleL V, IN 1 99 - - - - - - SEE TYP. �� EMH2 \ TOP ?_3.26
=o -;_
I I WIN . UUT 1 .97 7 � TOP 23.61 ) - - S _�" W INV. OUT 16.99
- - C4 Cl5 ® E 8" INV. IN 16.41
I EXISTING SLOPE DRAINS W 8" INV. OUT 16.47 /
CEN R ONE 20 LE. SECTION OF DUCTILE IRON ^� tti _ 1 D
,fir------ ---------------------------------------------
I ' 60' SANITARY SEWER PIPE THROUGH CATCH TO BE REMOVED, TYP. `�' ,o BENCH 16.98
BASIN. SEE SHEETS C-II a C-I -- .- _ 22 -- / 1 � ,14EP
- i I - --- ------------------- -
-- - MPOf�ARY_SEDl1�4E _ _. CATCHSIN - -----------------
- _ - -
- - --- - - -
' _- ECBI
tip
TG
16 --- --- -- �� 4 4 � __-- CB-1 ___.._ __-.__ _ - -_ , N V.215 4'
I I �S - 42 _.._ 42 I 42 RCP 56" RCP If
- - - - - -
MEOW
I I + - CB -2-. -- -_. - -- - - - - --- - - --; -- - -- --------- --------- ----------------------
+ -
---- ------ --- - - - - r' E f'2 + j
19,9 I - - - - B 3 18 iCH HAS{ _ IN''. 0 I /
i REMOVE EXIST. LARE�END EXISTING
� DOUBLE CATCH BASIN,SEE SEE 3 � I � '
1 SEC110SI-A CONNECT NEW ti� PROPOSED FUTURE
22,5 C.10C4 14 C4 14 ING TO EXIST. 42" RCP I NEW WORK CONSTRUCTION
a
23 23 I --
_
\ O 0 \ \\ 23 2 Z3 X - -X - -X - -X - -X - EXISTING
_72
20 18 -
\ \ - Q - _ . - - -- ----- - - --- -
JU
18
/& - -- - - - - - - - - - - - - - - - -- - -- - - -- - - - - - - -- -- - - - 18 --- -_-- __ - _ - - - - - -----
��' 19,2 2 TEMPORARY SHOULDER BERM DITCH, TYP. } >
__- -- - EXISTING CONCRETE TANK TRAIL _ -"D 0 25 50
� + _-._ _ ___ -_-- - - - -�- - _- - - - ---- SEE -. ---- - --- U:10-- -
�'o \ 19.26 19.58 6 - +-
� .__ - . . . _ C4 14
-- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
18 --TEMf'�RARY 8-SLOPE DRAIN, TYP 18 Ci-4
_ -- �-� r OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAN
+ 16.26 SEE 6 _
4 ---------- _ 2� _ RALEIGH. N. CAROLINA ATLANTIC DIVISION
_��-_ ---------- -'- -- -- - __ ----' U ARCHITECTS 6 ENGINEERS NAVAL STATION NORFOLK, VIRGINIA
\ --- -- --_` -- -- --.__- - ---- _-�-- - i i EFD DWG NO. 327195
18
JOB ORDER NIL 5F8110 MARINE CORPS BASE, CAMP LEJEUNE, N.C.
STA, PROJ, NIL P-804 FIELD MAINTENANCE COMPLEX, INCREMENT ID
2 7 --------------
-- --- -___� �� h ' / -------------"-- ------------- r �' SS / DES PORTER DRWN BECKMAN
ZO ------ _ �- 30 RCP ? l PROJ MGR LEE CH ARCH/ENGR GRADING AND DRAINAGE PLAN
--------- ----- �- -- _._ - BFDM R DES D1R
TBM ELEV. 26.06 1`55 APPROVED DATE SIZE CODE DENT, NO. NAVFAC DRAWING NUMBER
TOP OF RETAINING WALL AT BEND ` , ;NF�4�� `�Q ACTIVITY-SATISFACTORY TO F 4227195
SEE SHEET C-1 �'-�, 'f VECV F`��a`° APPROVED DATE CONSTR, CONTR. NO, N62470-88-B-8110
III„"""'I+r FOR EFD FOR COMMANDER NAVFAC SCALEGRAPHIC SPEC. 05-88-8110 SHEET 6 OF 266

I I ' , ` \ I i \ �\ -� ------ SYM DESCRIPTION DATE 1APPROVED
1, 4�
"4. 42] 11 9
Z
'1Z ------
12'.4 9
J-
112
�4t 3 1
P. •
CD
p
CTEMPORARY 8" SLOPE
=c) wc ......7: - - EXIST. TEMPORARY TANK TRAIL
c_3 F� DRAIN, TYP. SEE
C�o CD LLJ - 1. �)
C-) V) ><
-7-
C:)
12 EXISTING-SLOPE-DRAINS
C:) 5<- Ln 2
ui C:) CL 14 1 , REMOVED, TYP.
Y V)
uj 5-< 18
u-i ui C:)
uj 20 ..... .
V) C.) U-
CD uj
C:) (n V) 22-
C..) d �-_ 23 23
< CD
ui C-D m C:> NOTES:
C3
. ,2 .7-
cl- ==j
=2 C) 1. SEE SHEET C-11 FOR STORM SEWER PROALES.
2. SEE SHEETC-3 FOR LEGEND.(i n X 2 2
3. SEE SHEET C-6 FOR LIST OF ABBREVIATIONS.
r-TEMPORARY' SEDIME SEDIMENT 9 ITYP
TEMPORARY STONE I N,///"
23 SEE ol 4. THE EXISTING SITE IS UNDEVELOPED WITH A LARGE
/ / PORTION OF THE SITE BEING MATERIAL EXCAVATED
CHECK DAM, SEE 2 v CATCH\BASIN, -257 AND P-803.
C5 C1
I / SEE I / ; I AND STOCKPILED FROM PROJECTS P
CI
5. ELEVATIONS WERE ESTABLISHED USING U.S.M.C.
2 .2 23.2,/ MONUMENT *C-3* PUBLISHED ELEVA11ON 29.86.
TB_7 7-,7-
I ,,, _ � / on MONUMENT *C-3m IS A STANDARD BRASS DISC, STAMPED
300 CB 9
C-3 2d TOPO SET IN TOP OF A CONCRETE
...........
Do ... . . . . . ------ MONUMENT
6
4" BELOW GROUND LEVEL IT IS LOCATED
y / / 28 ------------ 23.55
-23.55 15.8M NORTH OF THE CENTERLINE OF MAIN SERVICE
/PO 7(y J
ROAD AND 21.9M SOUTHWEST OF THE SOUTHWEST
23-55,�-�
'I r \ \ � ,�; , , , ;� G . ` � "TW 6.96 --------- CORNER OF BUILDING FC-202.
TW 6. ADJUST MANHOLE AND CATCH BASIN FRAMES AND VALVE
E 11T\ \1 i )1` FOR TRENCH-ING, DETAILS,
CID
BOXES AS REQUIRED FOR PAVING. SET COVERS AND
\� 1N I N 'SEE, " 7 4.40
GRATE FRAMES TO GRADE, FLUSH WITH SURFACE OF
2 4 C5 C1 PROVIDE SLOPE PROTECTION .24.55 20.08 ADJACENT PAVEMENT.
SEE 24
20.08
24.00
7. VERIFY EXISTING SITE CONDITIONS AND NOTIFY
(23
CONTRACTING OFFICER OF ALL DISCREPANCIES
24.5
NSMH 5 PRIOR TO CONSTRUCTION.
--------- 24.55
�i \ I %/�• t ) + / 24.33
TW TOP 23.85
26.08 INV. 16.70 8. REFER TO SPECIFICA110NS FOR REQUIREMENTS
REGARDING PROOFROLLING OF EXPOSED SUBGRADE
L 23.2 l��?
jj�
ail , II� J WITHIN BUILDING LIMITS AND PAVEMENT AREAS.
33 u-
STORM SEWER MANHOLE
TW C:5
24.33, " 24.55," 9. SEE SHEET C-1 FOR TEMPORARY BENCHMARK LOCATION.
24.55
SEE
C C,
CATC1f' BASIN, TOP OF NEW CONCRETE PAVEMENT
CD .SEA TO MATCH TOP OF EXISTING
00
CONCRETE PAVEMENI
3 6
@ 2.57o
RD
I.Ij
23.
23
.
23.
j
13., 8 1 11
EXISTING/
'24.55 NEW WORK
PROPOSED FUTURE
129 CONSTRUCTION
TOP 2,,63 c,j
LL_j
NE INV. /11,1 1
S IN )u 6.
'EX
00
EXISTING
NEW \
I ELD M 'AINTEN AN CE \ COMP
to
SHOULDER 23.
TEMPORARY SH F. F. ELEV. 24. 70\
BERM DITCH, SEE \ ; ���
113,57 24,50
13, '� 4
25' 0 25' 50
C-5
MATCHLINESEE SHEET C- 4 OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
RALEIGH, N. CAROLINA ATLANTIC DIVISION
ARCHITECTS & ENGINEERS NAVAL STATION NORFOLK, VIRGINIA
EFD DWG Na 327196
JOB ORDER NO. 5FB110 MARINE CORPS BASE CAMP LEJEUNE, N.C.
STA, PROJ, Na P-804 FIELD MAINTENANCE BASE,
INCREMENT E
)? DES.PORTER DRWN,BECKMAN
PROD MGR LEE CH ARCH/ENGR
EFD,RVD- F.P. GRADING AND DRAINAGE PLAN
SIT A L) MGR - DES DIR BR SIZE CODE IDENT, NO, NAVFAC DRAWING NUMBER
APPROVED DATE
2 .2
ion
-SATISFA 4227196
ACTIVITY-SATISFACTORY TO F
kc VEN V APPROVED DATE CONSTR. CONTR, No- N62470-88-B-8110
FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC
SPEC. 05-88-8110 SHEET 7 OF 266

REVISIONS
x APPROVED
1:7) \", P-240 SYM DESCRIPTION DATE
INV. 22.98 (EXISTING)
Px ------ CLEARING LIMITS, TYP.
FES 5
3 INV. 24.25
SEE
FES 7 x CATCH BASIN, TYPI 8 t
2
!)4 7.6 INV. 3.12 CD
24 --25 -
---- -- 30 26 0.2%
1 25-
6 ................................ ................ ................. ..................
27
wX 1 29 ...........
C:) U-)
30. 27.5
17/ 7/7---11111 1 m
AIN
L if,3. 7 3(i.o
• 30.1
Lcil JLU �75
cn 8' x 8' x 12" DEEP 50 L.F. 15" RCP
28 27.5
W C-)
@ 5.86%
RIP RAP APRON 0 P-256
u-
MATERIAL 120
C) c_> C) _T­ - FES (EXISTING) EXTEND NEW BASE
j F=
F= Li a I
Li INV. 27.30 -00 Q'i BEYOND SURFACE COURSE EDGE
C-)
W
i!Jv. i'L­.t,q TEMPORARY STONE CHECK AT PERIMETER, TlE09MLi >< ` . .1 r , SAWCUT STRAIGHT EDGE
I ­ __ .. DAM, SEC) c) ce w 4CL. 2 .j- Li p * r 1,30
\ U-1 2" NEW BITUMINOUS= 4 29.5
C8 1 AND APPLY TACK
5 uj
C> V) SURFACE COURSE
>
a- CCL-
>< 0
C:) - - - - SV3
Ill- Ln
C) 3 6* TO
c> w c)
12
C" _Ip- 30.6 P
cl- RIME COAT
<
ui
C:) Lill *�e cn c 'i I - -
C) oo c D
UJ ri < i
UJ L> kill C?
ck:: --- -- . . . . .. . . . .
cl- - ----- --- -- - - - -
BITUMINOUS SURFACE
c> C)
'i cn - - - - - - - -- BOLLARD, Ti
31.3 SEE (EXISTING)
M v) pull
a x
7
V)
7:7 :Cjg�
k
- --- --- C8
Lu C14
1 124.80
STONE BASE COURSE
0 cy
NEW STONE
cli
(EXISTING)
126.3 COMPACTED Z6
Sn Lq
BASE COURSE
-, 8.' -x il , . -3; :: - - * .. .
>< 57.111 N SUBGRADE Li , F,,i`l�_ F. "". 7 - 26.4
cli 74't
LLJ
Li c_D
Q_ Li
H - x
Fi C) 26.3
-< 1 J Ill . . . - ) iii
ri V) ill I - . -, a_ , -
Q_ -cr .0-C., o,I;,- l0 6 A I
Cil4 25.43
ij
LLJ C) LLJ x f 5 - x I,
LLJ .1. (--1 PAVEMENT SECTION
cm Ln 4rfl
0
m .2�
1.4,
M Li
(n POV PARKING LOT
C:) m
(INCLUDING TRANSITION FROM
Bill tn
Lj 00
LL1 M EW PAVE ENT TO EXISTING
E .77 C)
ui PAVE'
.71
Co- C>
L A C:) ui -yl
III McnW NTS
ck�
F2 p L'Ji U) 3 0.4 00 x x
q
cn 'k
25.30
co 29.3 29.3
0.6 v) 27.5
/ 29.5 fill,
29.5 '
REMOVE ALL WOODS a
L riiiiiii, ri
CN
CL.
- - - - - - - - 00
cn 4!.
7 - - cn
IN THIS AREA
C-D
28.3
C14 BREA POINT
t
x >
Q_ 19.5'
T-
00 �.3
LLJ o2 NOTES:
t't
LLJ mill
SEE SHEET C-1 FOR TBM DATA.
C)
Ld 2. SEE SHEET C-3 FOR LEGEND.
1. 1 1 z", -6 FOR LIST OF ABBREVIATIONS.
I - �11 3. SEE SHEET C
I I I'' )�x -256 C, C) P
;i[q-4
C, :_1 �[l >< Y, x 4. SEE SHEET E-2 FOR ELECTRICAL DISTRIBUTION PLAN.
Lu (EXISTING)
..D LLJ
ul
0- 5. FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING
LLJ
UTILITIES PRI
OR TO BEGINNING CONSTRUCTION.
C�o c"`l4 FES 4 REMOVE EXIST. 12" RCP
C) 6 SEE SHEET C-11 FOR STORM SEWER PLAN PROFILES.
Lu
ck! Wou k INV, 252Z
Bj: ;;z 3 7. STORM DRAINAGE PIPING LENGTHS INCLUDE
w c/i a- 36 L.F. 24" RCP
= w FLARED END SECTIONS.
W @ 0.2%
27.5
C-)
ED
13- W will =
a ci- LLJ CL
Lo LLJ
LL-
J4 'FES 3
5;Z illI I EXISTING
(n cm1
25 19 1 J 25 ci INV. 25.15
C) 257' �1? 1V 1 19 25 19, 19, 25 19, 19'
F= 17- PROPOSED FUTURE
CS 3OC-0)
x=E C_.) w
w LLJ NEW WORK) CONSTRUCTION
LLJ 3 1,R 30.6
En w cn 7
x
12 ).1
��7 31 *<
F," GON". 1-1-i 0)LE, T'J'. 30.
0 1 j I Vill r
29.5
NEW INV. 24.02
50 L.F. 30 RCP I _00 EXISTING NEW POV PARKING
7
@ 0.9%
0.3 30.3 FES 1
­_ 1. INV. 27.30 id.ir2
> _ Al
`W N_� 4 x
0141 x x TIE NEW SIDEWALK
4 J
36 L.F. 18D RCP C4 2.9
C.0 to co C=o INTO EXIST. SIDEWALK
@ 0.5% I �7.�
al 30.1 30.6 30.3 -2-5] rc�
3 /w MATCH EXIST. GRADE
30 28.02 2614
1 28 25 0 25' 50
I lilill,�qz 30 11
0.9% �::: � 1,
25.05 -------
0.9%
. ........ ........- 3 25.05
fx X_ x --------- 28 30 x
x
J.4 30
-9 4' x 4' x 12" DEEP MATICHUNE SEE SHEET C-9 C- 8
MATCHLINE SEE SHEET C FES 2
TEMPORARY STONE CHECK INV. 27.12 RIP RAP APRON OLSEN ASSOCIATES. INC. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAN
>: 3! ;/ 11/ _-1
01 DAM, SEE AT ALL PIPE OUTLETS RALEIGH, N. CAROLINA ATLANTIC DIVISION
NEW CONCRETE TANK TRAIL ARCHITECTS & ENGINEERS NAVAL STATION NORFOLK, VIRGINIA
Lu EFD DWG NO. 327199
= 1 (;p SEE SHEET C-9 JOB ORDER NO, 51`8110 MARINE CORPS BASE, CAMP LEJEUNE, N.C.
- - - - - - - - - - - - - -
T - 7 - - -I STA, PROD. NO. P-804 FIELD MAINTENANCE COMPLEX, INCREMENT M
E T I CAR DES.PORTER DRWN.BECKMAN
7 ------- PROJ MGR LEE CH ARCH/ENGR POV PARKING PLAN
EFDIRVD-F.P.-
Tm`,�K
18 1, L Wk 1, BR MGR - DES DIR SIZE CODE IDENT, NO. NAVFAC DRAWING NUMBER
APPROVED DATE
- - - - - - - - - - - -
4227199
`6
FES 5
INV.
N 24.25 o x
27.'5'l'I
Ito
00
PC I
rITF3 14L�
z,
ACTIVITY-SATISFACTORY TO F
CONSTR. CONTR. NO,
'EVEN APPROVED DATE N62470--88-B-8110
I FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC SPEC. 05--88-8110 SHEET 10 OF 266

I
REVISIONS
SYM DESCRIPTION DATE APPROVED
EXIST.
c I I POV PARKING
L G ,
2 ✓A' I �� NEW P 0 V PARKING F� p
Lij
"�,
30.3 30.325.0J.3 \i 30.3 MATCHLINE - SEE SHEET C-8� xcD 31.1 ti.t, / �i
INV. 2` ,03I `9X
3007 9, _ ! .
EXISTING CONCRETE TANK TRAIL I . �o
--- — — --- - — -- —
18D� DD' DQ" 30Ai 3J.J c ,3 '�
-- - -- - - ca — --x — — —x
0
STA. 0+00 NEW TANK TRAIL = INv zK s
STA. 0+00 EXIST. TANK TRAIL = r I _
30 34
27.14 x
STA. 6+60 GONZALEZ BLVD. I 30,4 29,4 2S,F3 / ' '� ` 30,3 1 2y e ` \0,3 CURVE DATA
2 )(
31.9
3 \� ��{ X x N R = 300.00'
C.
27.7 -
NEW TANK TRAIL, SEE C9 C9 TBM ELEV. 34.21 + p = 36' 58' 13"
RR SPIKE IN
• L = 193.58'
22 PINE
Q .._ --
---_ . -- __.
SAWCU AND REM VE-LAST- 5 OF
EXI T. CONCR TE TANK AIL _
3
.--- --_. - - . - - - - ul_ ___EXISTIN CONCRE TANK TRAIL
_
35
_ - _._ _. 777_ _._ -. 7. 7 _ - - - - _ - _ - -._ _ _
f
W INIS EII AD
- -- -- - - - -- - - _ _ _. uj
- --- - - -- - ---- - NE F GR E TYP,- - --- - - - -
_ .... __ __ --- —EXISTI G -GRADE, TYP
_ . -
30
_ _ ._. .. _ - _..__._ .__._._.. .. ...77- .._ __ ___..._. - ._ _. _. _. _ - _. _. - _._• _ _._ ... --. _.__.-... . _ _.
W
{.'... _ _ ....- ......_ _.. .... ........ .... .._..... .. ........ _. ... .. ...._..._... .-..-... ... .. .. __. . .. ....._... _ .. _ _ _._.. . _ _ _.. . .-_.
_- Sli-
___ ---- --- -- -- - ---- STA.- 0+5 --- - -- --._ ___ _ - -- _ 7- .- . . ._ -. --;-
APPROXIM TE LOCA ON OF---THE END
_ _. OF EXISTI G CONCRE TANK AIL
- ----- ----- --- -- - --- ----- -- - - -- -- _ _ - - - --- - - - - _. - -- -
ETERM - AT A _
STA. 0+00 STA. 2+00 STA. 4+00 STA. 6+00 STA. 8+00
P-256
clt
(EXISTING)
SAWCUT AND REMOVE END OF EXIST. I z ; f
CONCRETE PAVEMENT AND PROVIDE Ix I s b
30.9 NEW CONCRETE TO CONNECT TO TANK TRAIL. I I I o = VARIES,
I , II ;_ TANK TRAIL SEE SHEET C9
I 76 LF. 18 RCP ® 1.0% J x I 4' 13' 13' 4CL: ' NOTES:
J - - - - - - -- - - - -- X- —x- —x— x x, x 1 y I SHLD. SHLD.
x_ "� —x— —x— —x-- — x 29.4 301i
I29.9 30A 3J 30,6 /
&90I 0 25'R TYP. �; // I I `¢ 3(H) : 1(V) MAX. " , 1. SEE SHEET C-3 FOR LEGEND.
.__ FES 8 INV. 26.25 I N 1/4 /FT. 1 4 FT. • 2. SEE SHEET C-6 FOR LIST OF ABBREVIATIONS.
+ �66j/ - 1:0� 29,2 x END NEW TANK TRAIL CONSTRUCTION FILL SLOPE 1 �• -�� 1 FT.
l.e i AT EDGE OF PAVEMENT AT SNEADS 3. SEE SHEET C-1 FOR ADDITIONAL TBM DATA.
F S-g 2 ro _� �_ � 3,,; . : si; :d: :::: FERRY ROAD. FOR NEW TANK CROSSING, I III-III-ll=1 1=- 4. STORM
DRAINAGE PIPING
IPI G LENGTHS INCLUDE
W INV. 25.49 `� — .... ..:.. . SEE 4 1, ,1J, ) LII 1T1LhL� III, , 6" z
3(H) : 1(V) M END
_ 5. FIELD VERIFY LOCATION AND DEPTH OF ALL
0.63 0 ,s C9 2 12" ROLLER COMPACTED CONCRETE 6" STONECOURSE EXIST. UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
BASE
3T � �1' 9 COMPACTED SUBGRADE
- CLEARING LIMITS, TYP. � EXIST. CONCRETE TANK CROSSING
TO BE DEMOLISHED
`8X 2SX 30 3 ' 1 SECTION - NEW TANK TRAIL
C9 C9 3/16" = 1'-0"
NEW TANK TRAIL, SEE 1
C9 C9 � I HORIZONTAL
I
------ ----- -- - - - - - - -- -
50 0 50 100
- ---- - ---- ----- _ --- - --- - -- - - g _ Lr, on
-._ -- _ --
_ CD M VERTICAL
---- ------- -ram --co
+oP4-t
cn
.. ...... ... ---.._... ...... i- -- --------. _ -----...--- --- --. __- - -_ - . .. . -.... _..
.—_ 5 _�- _
-_ - -- - -- -- -------- --- - ._ —. -- -c~n - ~cam _
— - --- t,+ _----- -- ---- — ---- — -- -- ___
30
C-9
-- --- - - -- - - _ _ ---- ----- ----.._ --- ----- ----..--- - - -- - - - -- - - - - -- -- . ... - -- --.-... - .- - - -- - - PARTMENT OF THE ENGINEERING COMMAND
TE$, INCIN NAVY NAVAL FACILITIES ENG D
� ASS❑ A C
......... .. __ __ _._ .. _ __ ._ ._ __ ....- . - - ._.-- ._ . _ . . _._ .-_ ._._ . . _ - _
RALEIG ROLINA ATLANTIC DIVISION
TIE- EWJANK- TRAILJNT
NAVAL STATION NORFOLK, VIRGINIA
--NE _ ANK_CR SSIN.Gt� - - _ - --- --- --— - - ---- .- ------ -----. . - - - - -..-.- ---- - -- --- - EFD DWGANO. 327200 ENGINEERS
---- -- _ __ ...__. _..__ .. - - ---. . ...__ _. -__._ . - - _ _._..__ -. _ . _. ._. _
NEERS
C9 - - - - - - - - - - MARINE CORPS BAS CAMP LEJEUNE N.C.
- --- -------- -- ------- - -- -- ---- JOB ORDER N0, SF8110
E, ,
C ARC, A
STA. PROJ, N0. P-804 FIELD MAINTENANCE COMPLEX, INCREMENL III
DES,PORTER DRWN,BECKMAN
awls•
_.__.. _._. _....... - _ ___ _ PROJ MGR LEE CH ARCH/ENGR
- - - - -- - — - ------ ------ - __ - -- - _- -- - -- - - - --- -- - -- -- — --- - -- - ---- - -- --- ; �L EFDlRVD F.P. TANK TRAIL PLAN\PRNFILE
— -- - -- - ----- ------ -- --.- --- -- - - --.. ...._..__._._ -- ---- ..._ _... - _. - -... ___ _. __ .._ - - --- .- ._ - .. - - -- - --- --- - - - - -- - ---_ i 6„ SIZE CODE IDENT, N0,
- - - ---- _ _ _._- _ - __. N11
BR MGR DES DIR �� �� ��
APPROVED AT
- - - -- . r e
D E
_ _ - ----__ _-- -.____. __ __.. .__._.._ _. -.. - -- VEh F �.• ACTIVITY-SATISFACTORYCONSTR. CONTR. NO. 4227200
TO
APPROVED DATE N62470-88-B-8110
STA. 10+00 STA. 12+00 STA. 14+00 1 FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC SPEC. 05-88-8110 SHEET 11 OF 266

TRASH BASKET FRAME TO IONS
OUTLET CONTROL STRUCTURE A� L 1 1/2IX 1 1/2RX�1/4 (GALV.) 3/8" GALVANIZED SYM DESCRIPTION DATE APPROVED
HANDLE, SEE DETAIL // STEEL PLATE W 5" 12" PIPE & 5" ORIFICE
ANCHOR BOLTS .250 DIAMETER STAIN SS DIAMETER ORIFICE
ao CLEAR WIRE
CLOTH W 1
OPENINGS. WE a
TO FRAME. WIRE CLOTH ON 0 , L,
ALL SIDES.
CL 12" PIPE 18"
CU
5
18" 4 1 1/2" FABRICATE BRACKET FROM CL " ORIFICE + g• o M
1/4" GALV. STEEL o 0 5 1/2• Z
FRONT11 le
MOUNTING WBRACKET SECURED ANCHOR BOLT, IYP. 18" Q o
TO ORIFICE PLATE, SEE DETAIL A �
o
� ¢
- TOP 00 1 1/2"
MOUNTING BRACKET
1 1/4" 12" 5" / FABRICATE HANDLE FROM ANCHOR
At
"' 1 1 2" I I`f 1/2 STL. ROD (GALV.) " I Z
SEC11ON A / " WELD TO BASKET 3/8 STL. PLATE _ C10 C10 15 30, 15
SECURE TO WALL
� L2x11/4 x1 4 GALV.
W/ 1/2" X 6" LG. �
/ (GALV.) BASKET FRAME CENTER ON BASKET STAINLESS STEEL
DETAIL A WELD TO TRASH BASKET HANDLE ANCHOR BOLTS - 11.5 EL
AND NUTS. -_-__---- -
co
10.0EL. � �1 TRASH BASKET DETAILS
F.� 10 C1 NTS PROVIDE PREFORMED 1-_ 6
9.0EL.
x PLASTIC GASKET ('I O C10
\ LATE - - - - - - -!
wCF %•� BETWEEN PLATE AND
- CL COGDELS CREEK WALL TO ENSURE
-ORIFICE P d d
I - WATERTIGHT SEAL - - - - - - i i - - - - - - ° d SEE
° d °
3 / / 3/4" E.J. I I 3/4" E.J. ° C10 C1.0 p d
x CLEARING LIMITS 1 1 2 x 1 4 GALV. FLAT d
PLATE WELDED ACROSS SEC11ON A-A I I d d
1 74 BOTTOM OF ORIFICE PLATE
d
TO SERVE AS STOP FOR 2 ORIFICE PLATE C10 C10 3.0 EL. .
wsE ;,s2 _ TRASH BASKET.
xa SEE SS LINED DRAINAGE SWALE SEE 10 C1 NTS
5 SECTION
10 C1 10 Cl CONTRAC11ON JOINTS coo C10 C10 V
x' X' � SEE TRASH BASKET, ELE A110N
j
/ 5 SEE (UPSTREAM FACE)
' C10 C13 PLAN 1 MITER END OF OUTLET
C10 C10 3/4" E.J.
.,, TEMPORARY STONE CHECK DAM, 8" 20' PIPE TO MATCH SLOPE
SEE 11.5 EL.
4
10 C1 15' 30' 15' 10.0 EL.
40' C
1 EL
1 k1 m'• { 'L��f� 11.5 EL. 9.0 EL. 0.5
L d
' SWALE I - �� 8.0 EL
y 6" 8.0 EL. NORMAL POOL G
I qd
6.5 ORIFICE EL- 12' OUN� PIPE
6SECTION 5.0 EL. BOTTOM POND ORIFICE PLATE W/5" DIA. ORIFICE, SEE 2 "T 6
C10 10
<+ 'ter , 7 1 i i 'i _ 1 _' - + =1111=1111 C1 D C1 D
FOOTING
d
f f " ' 1 1 III III-III
54 x 10 x 18 THICK 15 30 15' 8 SECTION
SWALE AND > CLASS 1 RIP RAP APRON " 1 I r' 10.5 EL. SEE REINFORCING DETAIL 1'-6" 2'-4" C10 C10
e I OUTLET STRUCTURE SAWCUT EXIST. CONCRETE PAVEMENT AND REMOVE AS ' ' ' ""
'<' OUTLET CONTROL STRUCTURE RE UIRED TO COVSTRUCT NEW STORM DRAINAGE iPIPING. ; THIS SHEET g"
4 PR VIDE NEW 12 THICK CAST-IN-PLACE CONCRETE AND 8.0 EL. COMP ,CTED #4 BARS ® 12" O.C.
SEE - - - - - - - - SUBGRADE #4 DOWELS ® 12" O.C. EACH WAY, EACH FACE
65 3 6 STONE BASE TO REPLACE EXISTING. MAINTAIN TRAFFIC LAP 1'-8"
`�' loci SERVICE ON ONE HALF OF TANK TRAIL AT ALL TIMES 18"
�,� _ DURING CONSTRUCTION. DO NOT ALLOW TRAFFIC ON NEW
x ' DEESIGNCONCRETE UNTIL STRENGTH. SEERETE HAS REACHED MINIMUM Z SECTION 3 OUTL "
C10C10 ET CONTROL STRUCTURE REINFORCING
101 ,14 _ L 1 >' t ., ClOC1O NTS
}" 4 1149
u�
.0111
b 7 ibl3 i2,(., w
. >>,\ 320 _ �, iJ,f 10,"1 13, I - 1 o
y.6 11.5 11-r�- c :I1 EXISTING
x i, ----� t NEW WORK
. ,.•
{ EXIST. GRADE PROPOSED FUTURE
1L1 x 10 13,1 y,2 i3 _ W j cn
1u.1 Y -' { A".�P :' `" � o � CONSTRUCTION
I l / f n ♦1,4 i• • l lT 1 t i c r-
• x g ' ♦L c l
8 { o W I 61LTl
'i f ' ,
_ Q
U
2 � o ��I �, � `; 9' 30' 9
EXCELSIOR BLANKETING
U
BOTTOM WIDTH
1.5 �, EXISTING
1 .6 1 .� 1 ,� >,� 1 ,9 1.5 ".. z `�' �' I
x { 288 -� x l ,f� 5 1 13, 3 ?, 1J; CB 5
1 • N 4 GRASS LINED DRAINAGE SWALE
�.< 1,..J iX4 i1�J 1-'�G 1J,�r i
x �_ { x _. { N C10 10 NTS
2
NOTE: FERTILIZE, SEED AND MULCH WITHIN 2 WEEKS
1 x Z >< k3L•1 ¢ OF DISTURBANCE. SEE SPECIFICATIONS FOR
11.L �,, 1 '�,_x , ' i i{ , - _ V, APPLICATION RATES. 50' 0 50' 100'
8
`/i6• KCF 9 x x 13,a 33' F-
�,
IN pF L �/ 9.jr 1 10 X U cii
113
11.4
x x xr12 x x lad
X l-J,E'
11.6 11.b 12.2 12.5 x
x x I x x 13,f 1C` -_ 1 '1k•4 I 1 CONCRETE HEADV�Iki 1� �' 1 1�9 I OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAN
EXIST. FUEL STORAGE AREA I "' x RALEIGH. N. CAROLINA ATLANTIC DIVISION
SEE 1L. 14.E
EXIST. 36" RCP 2 TO BE REMOVED BY THE I I 2 ARCHITECTS R ENGINEERS NAVAL STATION NORFOLK, VIRGINIA
( ) GOVERNMENT EXIST. CONCRETE PAD�� I EFD DWG NO. 327201
TO BE REMOVED 10 C11 ��10 In"'A 6' �'�ae STA. PROJJOB R NO. P-804 FIELD MAINTENANCE NO, 5F8110 MARINE CORPS COMPLEX,CAMP L INCREMENT m
TO BE DEMOLISHED i i NOTES:
I ' a�c,�
I I „ ••,�445�";��/1� � DES. PORTER DRWN,BECKMAN
STORMWATER DETENTION POND I �� 1. SEE SHEET C-3 FOR LEGEND. PROJ MGR LEE CH ARCH7ENGR STORMWATER DETENTION POND
SCALE: 1 = 50 15 7 --1 1 2. SEE SHEET C-6 FOR LIST OF ABBREVIATIONS. ° k A 1 ip BR M R➢ F.P. DIR AND CONTROL STRUCTURE DETAILS
. �'a SIZE CODE IDENL N0. NAVFAC DRAWING NUMBER
APPROVED ➢ATE
3. SEE SHEET C-1 FOR TBM DATA. 4 �e 4227201
4. SEE SHEET C-11 FOR STORM SEWER PROFILES. °•• ACTIVITY-SATISFACTORY TO F
P,,,,•`� APPROVED DATE CONSTR. CONTR. NO. N62470-88-B-8110
FOR EFD FOR IIIIIIII NAVFAC SCALE GRAPHIC SPEC. 05-88-6110 SHEET 12 OF 266

REVISIONS
SYM DESCRIPTION DATE APPROVED
NEW 6" WATER EXIST. 8" SANITARY SEWER " EXISTING GRADE, TYP -
_ 25 _ _ -
NEW FINISHED G ADE, TYP. - SEE SHE T C- 12 N W 6 WATER MAIN '
NEW 8" SANITARY SEWER -
SEE SH --T C-12 - o U-)
N10—IN T� _ N O_ _.. I •—
20-
i
EXIS . 42" RCP 77 L.F. 42" LLJ
15 _ _. 0.26% 18 L.F. 42" 0.3% _ _ -
175 L. 42" ® O r " - U N
cp
-- -- - -- - - - -- ® 0.3% 48" ® 0.3 154 F 48" 0.3� Q
REMOVE _EXIST.. F.E.S. - . 194 L F - �w
- . _ w
AND CONNECT EW _ _ IT c,
10 _ _. _ IW _ . _ o _ _ _ - SQUARE FOOLING MAY BE
^ -- —= USED IF DESIRED
j - ^mN '- _ BENCH GUTTER
_ .. _ - -
_ o z . - - - _ 00 cc�r- >
`u o�-. _. _ _ o _. ._ _._ ,� o N N�-- N? o- SLOPE: 1*/FOOT, TYP.
m 0014 . _ ,� - _ -r- -- _
-- . ..---- .. _..-----.. ------- - ------- - rn N .. ... . .. _
Lo
w o0 . _. .. . .. 0 �.. .... - -
_.. ._ F--
f— - ._ _ — _ ZO ZO ZO
_ .. - -
LA-m—.-.- __
C�l
_ . ...___L) ? _ _. zz . N z _..._ »O m inoo� _ j> o m j>= BENCH
- ZZ� c� ��� - _ zz� c' zz= SUIT PIPE PLOCATIONS
EN GUTTER TO
a PLAN
FRAME AND GRATING 1" GROUT
FlNISHED GRADE
PROVIDE 1/2" THICK PARGETING
" 3 ON BRICK CONSTRUCTION
6 -0 DIA. 12r 8" BRICK OR CONCRETE
WALLS TO BE 12" THICK FOR
CONCRETE PORTION BELOW 12 -O' DEPTH
- O N--- - --- ----- ---- _. _ _ __ -_._ __- _ - MAX. O.C.
- ___ -__
A STEPS ® 16
. -- --- -- -- ---- -- --- --- - - -- - ---- - -... _ _ __ _ --- RADE. _ . BENCH A CROWN
-t- _.
---- --- ---- -- _ NE fi --WATE - - --- - _- -- _ - _. - ----- -- -- ---- -- -- ---- - _.... OF PIPE
_
- - -- - _.
_ _ _ _ ROUNDED ENTRANCE
EXIST. 8 SANITA Y SEWER _ _ _ ._ - _ - _ __ __ _ ,
- - -- ELEV. 4.04 FLOW
- -- - - - - --- - -- - _. - - - - NE FINISHED GRADE,-- .- - --- -- - __ _. -- . -- ----- ----- - ----- - -_-- _ _.- -_ —_ _� _ _ ._ _ -
_.... .. ..
FLOW
_ ---- -- - - -- ---- -- -- - -- -- --- - -- -- --- --- - ---- -- - NG.-_GRA E,._TYP - —_ ---_---- - ---- --.-_ - - -- ---- - - -- - - - - - - _ . - - _ _ 4
--- - ---- ----- ------- -15- - _- ---
_ _.. - -- - - - - - — --- --- - __ _... . - _ - .... _. _ c�
—---- ---- - - — ---- _ ._..__.
- -_ - -- _ 9 - .._ _ XL
1" CEMENT MORTAR ANISH
--- - ---- -- ---- __ :_- ._ ----- --- - = -- - - -- _ - - __ - - __. IN OPEN GU_ z ------ -- - - S . _... .-- - - _ . - --- -- GUTTER
_ -
10
-- - - - - -- -- ---_ --- --- ----- _ --- - - - _ --_ - --- _ _ - - - CONCRETE FOOTING #. A
3 MIN. CLEAR
2:36 t:F:: 12 ----
_ - - � _.. SECTION
- — - ---N - - - - -- - -__.._ -- - - ---
_ .
ST❑RM SEWER MANHOLE
:- r, __ _ - - -- - - -- -- - ---- -- -- _ — C4 C11 NTS
_0 C12
-----
......... 0 ' — — ----- ---- _-
--pQ
—� _. -- _ _ _ — --- — --- — — -- — — — ----- -- --..—...— -- ---
_.._.. U M U-)
NOTES:
_.. ._
-___.---
1. SEE SHEET C-3 FOR LEGEND.
2. SEE SHEET C-6 FOR LIST OF ABBREVIATIONS.
3. SEE SHEET C-1 FOR TBM DATA.
4. SEE SHEETS C-4, C-5 AND C-10 FOR
GRADING AND DRAINAGE PLAN.
HORIZONTAL
--__ o
_ 5 ' 0 50' 100'
_ _ �B• d
_
VERTICAL
T 12" 0 C
_ ---- 4 A
79
NEW FIN SHED GRA E, TYP. EF 1 1/2" CL E.W.E W 8" - -
PLAN S\�
--
_
_ 4
- EXIST. GR E; IYP. _ 5' 0 5' 10r
- - - - - _ #
FXCEFONLY I 2-#4
/ NT
43 LF. 24 0.3% ..: _ - -
_ _ 1 1/2" CL -�
_ _ CL INV. OF DITCH
_-_ _ _ ._ PIPE
54"
-
O 3" CL 8" �, L 8" TESL INC DEPARTMENT OF THE NAVY NAVAL FACILITIES ENG]NEERING COMMAN
OLSEN S
— = I�i 8 RALEIGH, NCCAROLINA ATLANTIC DIVISION
N - - . ... = NORFOLK VIRGINIA
23' 4" I �,
T 1 • ARCHITECTS 6 ENGINEERS NAVAL STATION
III II I.
i. to - - ._ — — EFT DWG NIL 327202
_ JOB ORDER NO. 5F8110 MARINE CORPS BASE, CAMP LEJEUNE, N.C.
ELEVATIONSECTION
" `,pruermp„ STA. PROa Na P-804 FIELD MAINTENANCE COMPLEX, INCREMENL III
_. 8 �.`° C A B p Ib0!' DES. PORTER DRWN.BECKMAN
-
_. . _. ___ 0 PROJ MGR LEE CH ARCH/ENGR
_ M ti
> >_ .� ^� S All l EFD�tVD I.P._ STORM
_ _ ,E , e � BR MGR DES DIR GE PROFILE
2CONCRETE
s �'�1, SIZE CODE IDENT. NO, NAVFAC DRAVING MINTER
_ . • a _ _ __ 16 m DATE
- m .� O F
? c� .—N r� • z : 10 Cl N❑NC r J°•° ' APPACTIVITY—SATISFACTORY TO
RETE HEADWALL 4227202
'T+ 'VEN ?010." APPROVED DATE CONSTR. CONTR, N0. N62470-88—B-8110
�� +� FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC SPEC, 05-$$-8110 SHEET 13 OF 266

REVISIONS
FRAME AND GRATING FINISHED GRADE FRAME AND COVER SYM DESCRIPTION DATE APPROVED
FINISHED GRADE FINISHED GRADE FRAME AND GRATING
1" GROUT7
1" GROUT, TYP.
N #4 AT 1" GROUT o #4 AT 12"
12 O.C. #4 AT 12" O.C. " Z ,
O.C. E.W.
lb�
8 BRICK OR " MIDDLE OF SLAB
CONCRETE
z ROUNDED ENTRANCE w " "
"12� #4 AT 12" W C. E.W. a 2'-0" SQUARE N II
a g
MIDDLE OF ALL " 6 ROUNDED ENTRANCE
ROUNDED ENTRANCE ;r, ------ W 8" "A" ;
rv: N 8, C x D _ W > STEP AT 16" O.C. CATCH BASIN DIMENSIONS
FLOW
STEP AT 16" O.C. " PIPE SIZE A B C D
' FLOW , , , •
4 12 24 - 36 4 SQ. 12 12 12
� FLOW "
12" , . , . _ ----- 42" & 48" 5' S4 18" 18" 12"
INV. OUT ELEV, ,
III-II 1 2) 54 6 SQ. 18 18 12
*cn _ I _ I _ ___ 6" WATERSTOP =1 11=1 1=1 1= 11=1 1=1 1=1 11=1 I I-I 11=. -lit=11 :,;III-III-III-I
Ji- . , . , . . , =1 i I IThITIr -1 I M I M I 1=1 I =1 11=1 I 1=1 I I-1 I I-1 11=1 I I_ - _, , - �- . MITI „Tr-"
., T u �� ,� _J1 f , CONTINUOUS III-I I 1- - �, 1 I =1 I , I - 1=1 I 1=1 i I- I-III-III-I I' II " -III-I I -III-I I1=1 L 2 x 4 KEY JT.
ill- I 1Tif-III 7llJ-1I1 �lIl-f1,;,IJIJ =ll �= =111=1i #4 DOWELS TO MATCH = = - - ilf--TT-1II _ II-#4 AT 12 O.C. E.W. _ II1=1I1= II1=ll-ll
1=1� -rr T —r
iT�II 11� i-Lfr _ I I-I I 2" x 4" KEY I I WALL REINFORCEMENT i iii_„III- 1=1 MIDDLE OF SLAB
i 6' WATERSTOP _I_I� Il I �J1�L� #4 AT 12 O.C. E.W.1=I ILII l=ll -_I _LI 4 AT 12" O.Cp E.W. " '-I I-
CONTiNUOUS �nT�rr_Tr�rrr nr_Trr_ MIDDLE OF SLAB rt� m��n III=III-III�1fr PROVIDE 1 1 2 CLEAR 6 WATERS
#4 DOWELS TO MATCH
. .: 1 / CONTiNOUS WALL REINFORCEMENT
DOUBLE CATCH BASIN DIMENSIONS
STRUCTURE A I B C D 2
c6 1 1'—s" 1'—s" 5' 8' c5 c1 STANDARD CATCH BASIN c4 c1 STANDARD CATCH BASIN
c6 3 1'—s" 1'—s" 6' 10' 18 PIPE AND SMALLER c5,c8,c10 24 PIPE OR LARGER
NTS NTS
NOTE: SEE PLAN FOR CORRECT ORIENTATION. A
1 DOUBLE CATCH BASIN CONSTRUCTION AREA
I .
C1 C4 Cl NTS FLOW
6.5'
I' END SECTION TEMPORARY SHOULDER BERM
� � 6"
TOP OF BANK 1' I 4" TOPSOIL ;.
SEEDING OPERATIONS UTILIZING
SHOULDER z III _ BIODEGRADA LE PAPER FABRIC
8" FLEXIBLE TEMPORARY 1111= NET MATERIAL OR SOD.
FLOW NO. 5 WASHED SLOPE DRAIN N
STONE o 1
" FILL MATERIAL iiii1L _Ills-
,:......:;-..,
TOE OF FILL SLOPE II IZII- _-
CHANNEL 6 _ _ _ _ _ _ _ _ 1111=
CLASS B RIP RAP — —
BOTTOM 6' x 6' x 12" THICK� — — — — — — — — — APPROX. EXIST. GROUND
RIP RAP APRON FOR
4 TEMPORARY STONE CHECK DAM EROSION CONTROL �_ o NOTE: PROVIDE AS SOON AS FINAL GRADE IS ACHIEVED WHEN
C5 C8 C16 C17 C18 1 1 NTS SLOPES ARE TO REMAIN 30 DAYS OR MORE.
NOTE: WIDTH OF STONE CHECK DAM TO BE A SLOPE PROTECTION
EQUAL TO WIDTH OF DRAINAGE SWALE. NOTE
PROVIDE SEEDING OPERATION AS SOON
AS FINAL GRADE IS ACHIEVED OR WHEN
SLOPES ARE TO REMAIN 30 DAYS OR MORE. SEEDING OPERATIONS UTILIZING BIODEGRADABLE
10' MAX. CTRS. PAPER FABRIC NET MATERIAL OR SOD
6'-5"
o TEMPORARY SHOULDER�` � �f EXTEND DRAIN AS REQUIRED TO ///, E
NIBERM DITCHES COINCIDE WITH HEIGHT OF EMBANKMENT
GA. WIRE, TYP. TAMP 7w VT BACKFILL N ,, ;� � % _� 8" FLEXIBLE TEMPORARY="' — LO RAIN OMPACTED
— 6'-5, 6' x 6' x 12" THICKWOODOR 11'I 0O MIN. RIP-RAP APRON FOR EROSION CONTROL MBANKMENT
o STEEL POST 8" FILTER FABRIC TO STAGE BUILDUP 'SPE,,,D
sv BE BURIED UNDER OF FILL 12'-5" � NATURAL GROUND
/ EXIST. GRADE. - - SAWCUT AND REMOVE EXIST. PAVEMENT AS
7 1 2 OZ. FILTER FABRIC TOE OF FILL
WOOD OR STEEL POST TEMPORARY SHOULDER BERM DITCH REQUIRED TO INSTALL NEW STORM SEWER.
SECTION VIEW SECTION - AA CUT NEATLY IN STRAIGHT LINE.
ELEVATION VIEW "EXIST. PAVEMENT 2 BITUMINOUS SURFACE COURSE
. TEMPORARY SLOPE DRAIN I
NOTE s TEMPORARY BERMS SLOPE DRAINS AND SLOPE PROTECTION
WOOD POST TO BE BURIED A MIN. OF 3 -On. C4 1 NTS " ����
STEEL POST TO BE BURIED A MIN. OF 2'-0". C5 6 CABC � UNDIST RBED
GOUND
5 SILT FENCE SILT FENCE ALL 6w TYP, COMPACTED
AROUND STRUCTURE BACKFILL
C16 C17 C18 1 1 NTS SEE 5 TRENCH WALL
C1 Cl EXIST. CONCRETE NEW 12" CAST-IN-PLACE
TANK TRAIL CONCRETE SAWCUT NEATLY IN
7 F STRAIGHT LINE 10 BITUMINOUS PAVEMENT REPAIR DETAIL
10'-0" 10'-0" C8 C1 NTS
VARIES - SEE PLAN MAINTAIN SEDIMENT TRAP
FINISHED GRADE TOP OF
o UNTIL BASE COURSE — — — a e o o — —
oea e o 0
eo ooe0e O o o Oo00o�o pg0 0000000 000000
z M 11-1 I I SUBGRADE :� IS INSTALLED 1 I I=1 I1=1 I I =1I 6
-H-
_ _ 3 _ _ 6" STONE BASE IIIIIII IIIIIILI C-14
�°" EXCAVATE u� u�
ALL AROUNDI
I >N T 1�i i ii1 UNDISTURBED OLSEN ASSOCIATES, INC. DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
CONSTRUCT CATCH BASIN OR MANHOLE GROUND RALEIGH, N. CAROLINA ATLANTIC DIVISION
NOTE: FERTILIZE, SEED AND MULCH WITHIN TWO TO 1' BELOW SUBGRADE. TRENCH WALL ARCHITECTS L ENGINEERS NAVAL STATION NORFOLK, VIRGINIA
WEEKS AFTER DISTURBANCE, SEE EFD DWG NO, 327205 MARINE CORPS BASE, CAMP LEJEUNE, N.C.
SPECIFICATIONS FOR APPLICATION RATE JOB ORDER No. sFHno
COMPACTED BACKFILL ,,,.• ,•,, STA. PROD. N0, P-804 FIELD MAINTENANCE COMPLEX, INCREMENT M DES. PORTER DRWN.BECKMAN
MISCELLANEOUS DETAILS
va, PROJ MGR LEE CH ARCH/ENGR
8 TEMPORARY SEDIMENT TRAP EFDtRVD F.P.
s TANK TRAIL REPAIR DETAIL BR MGR DES DIR SIZE CODE IDENT, NO. NAVFAC DRAWING NUMBER
DRAINAGE SWALE c4 NTS - APPROVED DATE
C8 14 NTS C5 C6 Cl NTS = ;. '�� ACTIVITY-SATISFACTORY TO F 4227205
•• ' 1 1 CONSTR
APPROVED DATE N62470-88-B-8110
, CONTR, N0,
FOR EFD FOR COMMANDER NAVFAC SCALE GRWR7 SPEC. 05-88-8110 SHEET 116 OF 266

REVISIONS
:- SYM DESCRIPTION DATE APPROVED
TBM ELEV. 35.12__
462 L.F. TEMPORARY SILT FENCE,
EDGE OF EXIST. ASPHALT
" R.R. -SPIKE SET
GRID SEE 5 4 PAVEMENT, TYP. ! IN POWER POLE
TEMPORARY STONE CHECK DAM, SEE , TYP. RELOCATE DITCH AS INDICATED ON i SURVEY BASELINE
NORT C1 14 C1 14 CROSS-SECTIONS, SEE SHEET C-20 /
1
Y . NEW PAVEMENT, SEE , TYP.
�' .�� ,.• .,yam., ;,
Lid • J \
EXISTING
„ R
DITCH , TYP. ,-GUY WIRE r P.K. NAIL, IYP.
------------ PP PF -----� - - - - - ------ r'---- ------ - -------------fps - F F .----- --- ----
---- ------ ---- - - -----------
STA. 0+00 0
I � - - - - -- - - -- ...- - - --- - - - - - - - - - - - - - - - - - - - - - - - -
--,+, - -, - -- -- .- - -- -- - - -- - -- - -- - - -- - - - - - - -- - - -- -- - - -- - - - - -- - - T -- - - - - —
ii i i cV
I _ RW-_---- --- _---- `�'_---___-RW��---=-•-•-------�- _- =--= ----- _ ----_ =_Ry1l�� ==- ___ =_=o �-
- 8-------- --- f---- - ------- - - - - - --
- ------------- - - ----- - ------------ ----- - - -
�`
- - - - - - + -� _ _ - `2
u u 12 F_-- 'p. - - - - E - - - - - - - - �� - - - - `- � ,_- -._ _ E_._. __ _._._ _ _ -- - "- ---- - " t_ - _ _. _ _ _ _ - E-`t-r - -
- ---- --------------------------- W -----'--------- --------------- - ��I �+ _________ W --- �� i ,�� W �-pp - - E pp - - - - W „ fp -- - -- - - - --- ------------_-_- ----- -- E-------__ ___________.
• i --- - --
-- , f f 12 1 12 -HWY. SIGN, TYP. F F W12
' FEATHEREDGE BITUMINOUS 1 ASPHALT 1�
SWALE ► jpp f -. ,� ..� "' ' � NOTES:
W .. :, r: �., CONCRETE OVERLAY - -24" RCP ' o;��� I.. . - 24" RCP
L
o ^R „, ,•
r III II SIGN, TYP.
c� , �Ilm II I FEATHEREDGE BITUMINOUS BLDG. 609 1. SEE SHEET C-20 FOR CROSS SECTIONS.
IIIN II w CONCRETE OVERLAY INTO
• ;IIQ II EXIST. PAVEMENT, TYP. EDGE OF NEW PAVEMENT, 2. WHERE BITUMINOUS CONCRETE OVERLAY INTERSECTS CONCRETE
25 I 300 TAPER ;II? II SEE , TYP. GUTTER, PROVIDE A SMOOTH TRANSITION, APPROXIMATELY 1 FT.
SNEADS FERRY ROAD 1
FEATHER EDGE TRANSITION § ;ii�l ii Cl 2 HORIZONTAL, TO MEET EXISTING GRADE OF GUTTER AT EDGE
OF 1 1/2 1-1 OVERLAY E SHEET C-25 FOR DESCRIPTION OF PAVEMENT.
TO MEET EXIST. PAVEMENT OF PAVEMENT MARKINGS. 3. STRIPING SHALL BE AS INDICATED AND SHALL CONFORM TO
0 0 o NCDOT STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC
1 0+ ,�+_ o CONTROL DEVICES. SEE SHEET C-25 FOR PAVEMENT MARKING
- - - -- -
-TOP_OF-_N w_$iTVMI S-- ---- __ -- . -- - --- _ - ____ _ _ - - - -- _ - _---.
- ----- - ---- _ -- - -- -- - ---- _ -- -- ----- ------ --- --__ ---- _ - - - -- ---_ ---- -- _ _ _ - --- - - - -- - _ _ - - - 4W ---
-- ------ _. _ - -- --- ----_ ___ -- -- -- ----- ----- _ - - --- ----- _ - ._ _------ - -- ----- - --- -----_ - - - --- - _ _ __ --- _ - -- _ -
.:.,, - 4. SEE SHEET C-24 FOR GENERAL CONSTRUCTION SEQUENCE AND l
- - - ------ --- ------ _- -- -_.-- -------.. _ --------- _ .----- . __.---. ----- -- -- --- _. _-----_ _ _ _------ - PA AT- BA NE--TYP.-- -- -_. __. __ ---__. . ----_-----_ --- -_.._ - ---_ ---- - ---- ---- - --
_ _ , - -- - --- - ._ - - ---- - - --- - -_ _...___ - w= ___
_ _ _ _ _ - - z cn ..__ .._
-- _--. - TRAFFIC CONTROL PLAN GENERAL NOTES.
30
- - --- - - - - - _ --- - -- -- - _ _ ---- - --- - -- -- --- -- - -- - - -- - - - - ---- - - --- __ -__ ___- _ _. :_ - -___ - 5. SEE SHEET C-3 FOR LEGEND ANDS C-
6 FOR LIST OF
=25 __ _ -- - ---- - - _ - -- - _-- - - --- _ - - - --- - - -
i
---- . . --
-- --- - -- --- --- ----- _ ---- - __.. .--- --- -- -- ------8 EL1NE T'R FfLE--TIT. - --
- -- - - - - --- -_ - --- --- - - - - - -- _ --- --- _..- -
r STA. 0+00 STA. 2+00 STA. 4+00 STA. 6+00 STA. 8+00 STA. 10+00 STA. 12+00 STA. 14+00
I
FEATHEREDGE BITUMINOUS NOTE:
CONCRETE OVERLAY USMC MONUMENT "JIM" TO BE RELOCATED BY A N.C.
REGISTERED LAND SURVEYOR SELECTED BY CONTRACTOR
REMOVE EXISTING PAVEMENT. PROVIDE
�RT�y NEW PAVEMENT SECTION AS INDICATED. RELOCATE
ROSS-SECTIONS,ASEE INDICATED
TD 020 AND APPROVED BY CONTRACTING OFFICER. ALL FIELD
NOTES TO BE PROVIDED TO ROICC.
TELE PED DEMOLISH EXIST. CONC. TANK CROSSING USMC MONUMENT "JIM"
STA. 18+93.15 CONSTRUCT NEW CONC. TANK CROSSING NO PUBLISHED DATA
o
AS INDICATED, SEE / EDGE OF NEW PAVEMENT,
i EDGE OF EXIST. ASPHALT
RELOCATE DITCH AS INDICATED ON I I Q C1 4 2 SEE 1 �• PAVEMENT, TYP.
CROSS-SECTIONS, SEE SHEET C-20 I Iz C1 2
I I /�
4y\w\.
I
-GUY WIRE
PP PP PP T PP - ::PP i _PP ----------- E ---- -----
----- -- ---------- - - - - - -- - -- - - - - -- -- - -- - - - - - - - - - - - - - - - - - - - - - - -
E----- --- - E --- - E E --- ----- ---- --
_ __ . }
- : . ;T.: o
+ . �' - - - - - - - - - o
CV
- - - - - - - - - - - - - - - - - - - - � -- - - - - _. � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � LL _G _ R _ - - - - - - - -
- o o o
cn - - 10-------- - -- 10� -`� , - -- -- --- -- - RW10„-- ---------------- --- - - - --
_ t RW -- ------S _____ _ a=_%�____________ - RW L=_� _____-_______________ _ __
-- ------ -- - ---- S ---- n--- -- S _
- `/ -.-_-. - �/ II' - - _ - 12"------- -- �--
-- E -' -- I -- - - - - -------- - - - ------=----------- ----
W " ------------- - -- H/ - ---- ----------------------- ----- ---0o--' i ---'--- �1 -------'------ Nf -
PP ----------------------------- PP 12 off- - j - - --- ---- -T -- - -
r_ _
i T ------------ ------------------- --
I �- I �; PROVIDE SMOOTH TRANSITIONzz - �- ---------- -- . ..
BETWEEN NEW BITUMINOUS III HEADWALL TYP.
I I FEATHEREDGE BITUMINOUS ¢= CONCRETE OVERLAY AND �- IIz I\_ 15" RCP ` `- GUY POLE
I ¢ I CONCRETE OVERLAY INTO �, EXIST. VALLEY GUTTER. TINT SURVEY BASELINE
EXIST. PAVEMENT, TYP. W w DO NOT PAVE OVER
z V, VALLEY GUTTER. i lip
600 TAPER
- LIGHT POST, TYP. HORIZONTAL
SNEADS FERRY ROAD
o --- o 0 50' 0 50' 100'
+Lo o+ +
VERTICAL
_TOP F-NEW--BI MINOUS-- _ - - - _
— ------ -- -._ --- -- -- - . _ 1 10
35 — - - - _ ---- -- -- _ _ - -_
— -- ------- ------ -- ------ --- --- _-- ---- - - .A ENT- _ N __ __
tn
m I _ - -
x`"
w
-- - - - - --- _ - --- - - _-._ =--TOP-=0F EXISTING=P VEMENT-= -- - - . - --- - - - --- _ --
-- - — --- --- ----. .- ----- - - -- -----._. _ __.__.. -- - - - - --- - -- _ --- ___ . _ ...--- __....- --_. - ------ - - - - - ---- - - ---- — ... - -- ENGINEERING COMMAND-.__ - _ __. _ ._._.._ _.__ __ ❑L$EN ASSOCIATES; INC DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGIN D
— - -- --- - --- -- - - ---- ----- -- ---- --- -.BASELIN PROFI LEA TYP.-_ . - _ _ - - - -- - _ --- - _ - . -_ - cn _ - - --- - DIVISION
--- -- --- -- --.. -- -- - — - _.-----._ ..--_.__ -- . _._ _. _ _.. - - - - --- - - - .. _ ---: RALEIGH, N. CARCLINA ATLANTIC
-25 - - -- --- --- ---- ..__ _._. -- - - - - - - ---- - -- -_ _ -- -- - --- _ _ - -- _ - - - -- - _ .. - - - - -- -- ---- --- --- -- --- -- ARCHITECTS & ENGINEERS NAVAL STATION NORFOLK VIRGINIA
- --...-- -- - _ ._.... -- .__ - -- --- - -- -----
-- - - - -- -
_ EFD DWG N0.
o, 327207
JOB ORDER N4 5F8110 MARINE CORPS BASE, CAMP LEJEUNE) N,C,
_ .._._. .--.___..— __. _...._._..... __------ _....._.__._._.. __.. ._..__.. __._—. _.-.._.._.___ ...._...__ _...__..-_._.__-. ..._.._.._. __ ___ -. _. _._._. __.__ __. .........__..._ ___.. ._._. ..._..- ..__ __.. .. _.._.. ..__.._._ _.._... _..._ _....__.......__ _.....—__.... *,e..\I^ to �(�'.
_ - -. - -___- _ ___-- _. .---. ._-._ . .-_ ._ ----- --_-_-_- _-_ _ . . . �•,, STA PROD. NO. P-804 FIELD MAINTENANCE COMPLEX, INCRE
MEN1 III
_ _ _ - _ - •, \ � � DES.PORTER DRVN.BECKMAN
_ - --- ---- --. _.- - .- - -- - -- ----- -- --- - - - - -- -- - - c .,
---- ------- ----- ___---_. ---- -- _. _- --..--- - _._. - ---- _.._ ..... ___ - ___ __ -- _..-- ---_ _-_ ._.. . _. -- .__ _._ .. ...._ ---- _ _ __ _ --- _ __. - ._ . .- __ _ __ . -------- .. -- ---- - --- --- --- .--`•-� � � PROD MGR LEE CH ARCH/ENGR SNEADS FERRY ROAD
t
- — - ------ -------- ----- --- -- -. ------ _..__.----- - __ ----- _ --- -- -- _ _ X EFDitVD F.P. STA. 0+00 TO STA, 26+00
---- ---_ ----- _____- ___-- --..__- - -----_---- ._. _.- _----- _ _-_- -----_ __ _. -- _.. _ _ _._-- SIZE CODE IDENT. N0 NAVFAC DRAWING NUMBER
M E
APPROVED DATE
ACTIVITY-SATISFACTORY TO
P r4227207
No. N62470-88-B-8110
- CONSTR. CONTR
--- - _. __ - -------. .- --- _ - - -- - ---_ ..--------- --- _ __ --- ----- -- ------------ -------- ___..___ ___ -- ---- -_- � :�...., '.� , APPROVED DATE
NAVFAC scALE GRAPHIC SPEC. 05-88-8110 SHEET 1$ OF 266
STA. 14+00 STA. 16+00 STA. 18+00 STA. 20+00 STA. 22+00 STA. 24+00 STA. 26+00 \ FOR EFD FOR COMMANDER

REVISIONS
RELOCATE DITCH AS INDICATED ON 4 TELE PED SYM DESCRIPTION DATE APPROVED
CROSS-SECTIONS, SEE SHEET C-20 TEMPORARY STONE CHECK DAM, SEE C1 14 , TYP. GUARD POSTS (5)
SURVEY BASELINE EXTEND 15" RCP TO INVERT
EDGE OF NEW PAVEMENT, OF NEW DITCH 5 / TRAFFIC SIGNAL BOX, TYP.
SEE TYP. NEW FES INV. 25.0t 163 L.F. TEMPORARY SILT FENCE, SEE C1 14 ' �• - GUY POLE
G 1
RI.D C1 2 DEMOLISH GUY WIRE
HEADWALL :
h'Ty 15 RCP ---- -- - --- ---- - - -- ----- -- - -- PF --- --- - - - - p TT
-- -- --------- -----=-- -== --- ---- - -- --- --- -� -E--- ----- - - - - -- - E------ -- - - -
----- E- ----pp - E PP E INV. 25.14 E --- tPF'- �, E -- -- --- ----�/ PP
. . . W INV. 25.61 • • � �
' 1
— - - -- — — — — __ _ __ — _... - "cv '-._ I�r-- - - - _ -.-" ._ _._ �1 9--_r_. ._==='�T -` - :�_ --°-=_- - -= -,''= -_---_=_=�- --T--i== -° --=_-=-----T= -----__=--___-==-T - --- ---------"-- ---
+ , ————
co
N
//• I U
Lo
o — — — — — �/ W --===--T- ----- _______________ _---_ ==_T --_ _--_-- _-__ -_
cn --- ----- R t __ --- -- - —
12 -
----- ---- ------- -T ---------- - T - ----- --- -- ---- ---- -- - --- - - -- T
--- ----T ------ -T----- -- --- --- -------- - -------- ----
----- -----T - ---- ----- --- - T --- -- - - -
I
o
o'- 1 SEE SHEET C 20 AND C 21 FOR CROSS SECTIONS
,
PP
d%rlr,, oaf 1 r , �: !/`�?: d�'. �. `:MFT' ' �af,M'�v'.� �•,/+,::k.(r}r.
. `3S 1 i `_ .. _', 1 . , ,;.,,r. T;:krn? ,m' •� le :: krd�' <:k�:a<:.1 " '�n9f': •�'?.ke.'./' ln:'f�,l .lea "1.a 1T r�f.' f'%1.�`N
HEADWALL
,` 2. REFER TO NCDOT STANDARDS AND SPECIFICATIONS �
EDGE OF EXIST. ASPHALT . '�Q PPS �-- TELE PED, TYP. FOR ADJUSTMENT OF UTILITY MANHOLES AND BOXES.
;
PAVEMENT, TYP. ::, STA. 31+09.74 SNEADS FERRY ROAD =
STA. 50+01.88 MAIN SERVICE ROAD 3. WHERE BITUMINOUS CONCRETE OVERLAY INTERSECTS
CONCRETE GUTTER, PROVIDE A SMOOTH TRANSITION,
• 200 S �% TBM ELEV. 31.57 APPROXIMATELY 1 FT. HORIZONTAL, TO MEET
ASPHALT CURB -� ,�- ,� , �' �" %' ,•
TAPER OF MEDIAN LANE : --- - - ---
SEE SHEET C-25 FOR DESCRIPTION;'' Q� ' ' R.R. SPIKE SET EXISTING GRADE OF GUTTER AT EDGE OF PAVEMENT.
OF PAVEMENT MARKINGS. IN POWER POLE SNEADS_ FERRY ROAD_ 4. REMOVE CURB AND GUTTER SEC11ONS AS NECESSARY
600' TAPER 25' TO CONSTRUCT NEW PAVEMENT AND TO PROVIDE
I FOR MINIMUM JOINT SPACING IN NEW CURB AND
GUTTER OF 5 FEET. REPLACE WITH CURB AND GUTTER
FEATHEREDGE I 1 OVERLAY _ MATCHING DIMENSIONS OF EXIST. CURB AND GUTTER.
INTO EXIST. PAVEMENT, TYP.
I - . -_ - -- - _ TOP OF NEW BITUMINOUS _ W
- - REMOVE AND REINSTALL HYDRANT ASSEMBLY AS INDICATE
35 _ . CAI A = AND AS CLOSE TO DETAIL AS POSSIBLE. PROVIDE NEW
_ .
_ PIPE, FITTINGS, AND
APPURTENANCES AS REQUIRED
co
m = TO ACCOMPLISH RELOCATION. NOTIFY AND OBTAIN APPROVAL
OF CONTRACTING OFFICER PRIOR TO INTERRUPTION OF ANY
----- -
_ =W - - - " - - - - U11UTY SERVICES; REFER TO SPECIFICATION SEC11ON
- _
- �v� - _ _ = 11 *ADDITIONAL PARAGRAPHS."
_ 010 A ITIONAL GENERAL
__ Q W _. TOP F EXISTIN PAVEMEN _ -
_-- �. N _ _ BASE NE PROFILE, TYP. - 6 - CONSTRUCTION SEQUENCE
-: _ SEE SHEET C 24 FOR GENERAL CONSTRUC U
AND TRAFFIC CONTROL GENERAL NOTES
-
7. STRIPING SHALL BE AS INDICATED AND SHALL CONFORM TO
NCDOT STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC
_ -
- - CONTROL DEVICES. SEE SHEET C-25 FOR PAVEMENT MARKING
STA. 26+00 STA. 28+00 STA. 30+00 STA. 32+00 STA. 34+00 PLAN.
REMOVE EXIST. PAVEMENT. REMOVE EXIST. FIRE HYDRANT AND 8. SEE SHEET C-3 FOR LEGEND AND SHEET C-6 FOR LIST OF
APPURTENANCES AND REINSTALL AS ABBREVIATIONS.
REPLACE WITH NEW PAVEMENT INDICATED, TYP. SEE NOTE N0. 5
SECTION. SEE NOTE NO. 3 - - TELE JUNCTION BOX (UG), TYP.
i AND EDGE OF EXIST. ASPHALT EXIST. 3 HIGH
FEATHEREDGE BITUMINOUS 1 SINGLE CABLE FENCE
PAVEMENT TYP. FEATHEREDGE BITUMINOUS TBM ELEV. 27.74
'r • CONCRETE OVERLAY INTO C1 19 _ . BM ELEV. 29.86
CONCRETE OVERLAY
— — _ - --
EXIST. PAVEMENT, TYP. EXIST. GRAVEL SHOULDER, � USMC MONUMENT "C-3"` R.R. SPIKE SET
I I J DEMOLISH i t ; I SEE NOTE N0. 3 IN POWER POLE SURVEY BASELINE
I ¢ ELEC. VAULT BOX, TYP. - FEATHEREDGE BITUMINOUS I I
I I GUY WIRE CONCRETE OVERLAY I Q I REMOVE EXIST. PAVEMENT. j
ns
_ — REPLACE WITH NEW PAVEMENT
PP I II
" co; t SPHAL� I ' I Q
>, IRE ALARM BOX - �, I
� ASPHALTI I I
3 4 T TYP. I DRIVE I I - -STM__. -=STM.-�1,=====
•- ---L------- - --- -;- _ -----E -- ---- - DRIVE - - i
----- FM ---------- -- ------- -- ---- FM-- I------ -------- --I ---�-- °
PP---------- -- " -- --_�P_e_--- _ PTJ ,-----------------Q-- FM -- ---- --I-------- -- FM --- -------
- pp
---E------ ---I - -
------ - ----____�--- -- ----------- E--- - ----- ---------- -- - - - �P--- -- " _ -
----------------- -- -1=E====�__----- ,• --- -
----, �- - -- --- ------------ 12 _PP x- x_ _x-_�_• --- PP--- ----- PP---------- -; --- - - -- - - ,
-- -- - -== ____=_-_=-=_-=_= W - -- - ---_- _ _____E_==------I-- I E-- -- - -- E--- PP
STA. 0+00 FA _=_===__ =____:. - _= r_-- --- . ---- T- -------� t��- - - -- - -f AV _..: :_._-- --- - �_ � _ _1N 12____= _____- __ ____E=-_ -'� 18 , TYP.
........................0.____•...._____......_____._.....______... _ _i
— — — — — — — — — — — — _ _ _ _ _ .____ _____________________________________ ___...___________...________....._._._____....._ _
i � n
O ;� .�_ O O o
__,.-..._ .___._... ._... .......................... _-
I n ................... . - a ..... ___.....____._......___ ....... ----------------- ..__ ` .
- -STM-------,------ _____ STM ----� ---; ----- ------- -:...._ -
-- __ --------------------- ----- __
---- - - ----- ---
__ _ __ - -- - - • - - ---------- -- ----- _ `
- f-- • r T _________ _________ __ ___ _ �_____ ______ _�___.__STM _ _ _ _______ ___._ _ _-- _ _�__ ________ __-___ _ __- _ __ ____ __ _______ _ __µ
�Y
T- -a PP :`. -_ . .. - ---- - ---- -- -= =- _ -- -- --- -- 0 =��-______ -__- -____---=-�y=--==_- __- _- ----- - STM= ------- -- - -- - - --- - -- ,ox N
PP ,T �., - ----------=- -------��- �,� r� T - - - - - -- - - -- -- ---- ---
TELE PED. t
oc: 7 TYP.
. , .
t u i;N; EXIST. GRAVEL SHOULDER, ' CB CB ;; �I DEMOLISH EXIST.
ZBUS STOP BLDG., II li DEMOLISH `-STEAM PIT, TYP. �I II „ ;� CONCRETE TANK TRAIL
:: II W ; REMOVE EXIST. CURB AND GUTTER TELE PED 11 II ¢ REMOVE AND REPLACE
tt tt m AS REQUIRED TO CONSTRUCT NEW 11 �� WITH BITUMINOUS CONCRETE
fi-
II II I
PAVEMENT. PROVIDE NEW CONCRETE 40 L.F. TEMPORARY SILT Q
25' 60' TAPER J ,I CURB AND GUTTER WITH BEVELED FENCE, SEE 5 WATER MAIN MANHOLE EDGE OF NEW PAVEMENT,
Q CURB TRANSITION TO EDGE OF NEW REMOVE EXIST. PAVEMENT. REMOVE EXIST. CURB AND GUTTER
73 PER o PAVEMENT. SEE NOTE NO. 4. SEE 2 REPLACE WITH NEW PAVEMENT C1 14 AS REQUIRED TO CONSTRUCT NEW ADJUST
GRADE SEE 2 , TYP.
FEATHEREDGE TRANSITION C1 19 SECTION. PAVEMENT. PROVIDE NEW CONCRETE SEE NOTE NO. 2 C1 2 HORIZONTAL
OF I-1 BITUMINOUS OVERLAY CURB AND GUTTER WITH BEVELED �
INTO EXIST. PAVEMENT, TYP. SEE SHEET C-25 FOR DESCRIPTION CURB TRANSITION TO EDGE . NEW
MAIN SERVICE ROAD PAVEMENT. SEE NOTE N0. 4. SEE 2
o OF PAVEMENT MARKINGS. o C1 19 50' 0 50' 100'
o Ln
VERTICAL
- - - -.
T P OF NEW BITUMINOU -' __ _
NFM
. _._ ._ _.. ... _ _
--- -- --- -- ---
-- - --- ---._— _- ---- -- - -- _. _ _
- - -- - _ _ z
J W
U LLI
_— __ ...------- - - -- - ---- -- — -- Q N
25 —
- C 17
TOP- F-EXISTIN PAVEM ___ __ _ ._ _. . . ._
- --.._...— ---_ ---- --- -- - ----- -- _.—. --- -- - _ .__. - - - . . _ COMMAND
_ _ .._ _ ______._..__ ._._.._-.----- __.--.__ -- -_----_____ ___ __ ._ .__ _-- _-----_---_-- ------_-._ -- --- _-- -- - _-_. _ _ _ _ __-- -_ __ ❑LSEN ASSOCIATES, INC DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERINGM D
BASE NE.. PROFl _ _ -
20 ALEIG ROLI A ATLANTIC
ARCHITECTS 6 ENGINEERS NAVAL STATION R A
EFD DWG NO. 327208
5F8110 MARINE CORPS BASE, CAMP LEJEUNE, N.C,
� -ao4 FIELD MAINTENANCE COMPLEX, INCREMENL III
___ --.._._ ,.____. ._.._.-_. __......... ._.._._.._ _.. ........ ... - _..._._ _......._.. .._ _. ......._ . ..._ ... ._. ._ __..... . _.__.._._.._._.. _. _ ..- .. ..... ....._.. .. . .. . ..._ ..__.__._ ... .. .. .. _ _ . ... _. .. l a
- --- _ - - --- — ------- -_ _._. _.... ------. _ ._...- ------ _ -------- ------___._._ ._.. __... . . _ _... . .---- -. -- . .... _ __. . _ - --. ...__. ._._ .__. _ ..__-. __ - - _ _ ___ _ .�`.a .....�. ,� DES.PORTER O. P DRVNBECKMAN
_ d
_.. _._. _ ... .. .. _ .... . ti_ _ _._ . _. . _ _-_ ._ . ... _...___ _. . _ . _..__. _ _. . . . _ ._ _. _ . . „ . y ;'y )/ NE RD, STA, 26 RD,
--- ---- .. -- --- _ ------_ -- ---- . _ -- - ---- _ - - --- ------- ---..__ ._ _ _.. _ _ - _ . _ _.. EFDIRVDR LE fHP.ARCH/ AMAIN FERRY
RD, STA, 0+00 T�STA E13+00
_ _. __ ._ __ .:. _ .. ...._ OD N4
_.. ...-.__ . _ _ . _._._ ----- _-_._. ... _ _ _ NA
.. �. L
_._.._. __ _.. _ . - ..._. -- ----- .. __..__ ... _ ---...._ .. _.. .- - - -. __ _., _.._ _ . ._. ... _ .. -
BR MGR DES DIR
VFAC DRAVDIG MMBFR
APPROVED DATE
- 4227208
... . -SATISFACTORY Ta
ACTIVITY
..._..._ - .- _...._. . . ._......... . ..... - ..... .-. ...__...._..._. —...... _ -_...-.... ....._._......_. .. .._ ....__.. ........ ..._ .._.. .. -__ _. .... _.. _.. . ._.—_._. _ _. _... ... .... .. ... ••Yl�1 �b
_.. ._ __. CONSTR. CONTR. N0.
APPROVED DATE N62470 88-B 8110
STA. 0+00 STA. 2+00 STA. 4+00 STA. 6+00 STA. 8+00 STA. 10+00 STA. 12+00 /„f 11 „Y�Z�, FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC SPEC. 05-88-8110 SHEET 19 OF 266

REVISIONS
MANHOLE REMOVE EXIST. FIRE HYDRANT AND TEMPORARY STONE CHECK DAM, SEE 4 TYP. FEATHEREDGE BITUMINOUS SYM DESCRIPTION DATE APPROVED
TOP 27.62 APPURTENANCES AND REINSTALL AS , i i C1 1 CONCRETE OVERLAY 5 i - MANHOLE
RAISE TO NEW INDICATED, TYP. SEE NOTE NO. 5 1 W I 40 L.F. TEMPORARY SILT FENCE , IYP. TOP 28.87
I o I I PAVEMENT GRADE AND 1 I o I I '� I C1 14 RAISE TO NEW
R I I �- I �, SEE NOTE NO. 2 1 J I (2) 12" RCP MANHOLE Zc�� I o I i PAVEMENT GRADE
�I I I C1 19 F TOP 27.39
ELEC. MANHOLE EXIST. BARBED WIRE FENCE - I Q I O I ; I 2 SEE NOTE N0. 2
3 ;I a I ; RAISE TO NEW I ¢ I - VEL SHOULDER NEW PAVEMENT, SEE C1 2 i
7', TYP. br a: , ' PAVEMENT GRADE a I N I DEMOLISH
N i SMALL SIGN, TYP. --
I -.9 SEE NOTE N0. 2 I ¢ I __ _____
]y PEST. HA
�_� I F� `+ PP '' T, , » CB " I i 18 TYP.
1 I 2 12 I �
_ ____- __�12__ K— —X— —X— K— —K— —X 12 - �----1-/---- - ----- W 12 ---�- -- ----- -- - ---- - -- .n._ . . _.. --- -- ------- W --- - __ .- _ .. - ..._ . .. -- _W . - - . .
T —_- -_— _ _.._.___.___
$_ - ; z-- ----- --- W--- W ------...•-- ----------------------------•------------------------------- xpW..............--_- -__-
-------- -- --- -- - - - - -- - ::.:_-:- _..
o
o -- - - - - � -- - - - - - - - - - - - - - - - - - - -- - - -__ - - `rt - - ---- - -- - - - - - - - - - - -- - -- _
_.-. AW
....
¢ STM ------ ---- __ - - - ______ ___ ______________- -- -_- - - --- •-- - - -- --- ---------------- -- ---- - - --- - - - - -- -- - - - - - -- - - - - --- - - - -- ------------- ----- -_ _ -- --
v) _ •; = pP PP o, ---- -- ------ E - -- - - ----- ----- - ---- -- -- -- --- u---- - - - • - - --- --- - E - - --- - -- - - - • - C -- E
ATM
----------- E --- ------- --- -at-- - ,t - E ----- - - ----• _ E ..e- - -� - - - E-� -- N
--- ,i -: �—� I I 1 f f PP PP � PP PP
FEATHEREDGE BITUMINOUS RAISE VALVE BOX II II
CB CONCRETE OVERLAY . .., II i SURVEY BASELINE I I I �, I TO NEW GRADE
II II it II STEAM PIT - MANHOLE STEAM PIT I = I I I " J " REMOVE EXIST. CURB AND GUTTER AS
EXIST. GRAVEL SHOULDER, Q REQUIRED TO CONSTRUCT NEW PAVEMENT.
. II I — I N I I o I PROVIDE NEW CONCRETE CURB AND GUTTER
II it ' DEMOLISH .•j I II TOP 26.70 TBM ELEV. 27.17 _
II o II II I I o I r R . PIKE SET ¢ Ln
Ln R.R. SWITH
II - II AS II o I I I FEATHEREDGE BITUMINOUS IN POWER POLE MANHOLE FEATHEREDGE BITUMINOUS ¢ OF NEW PAVEMENT. SEESEEANOTE NO.O3EAND
REMOVE EXIST. CURB AND GUTTER CONCRETE OVERLAY TOP 26.87 CONCRETE OVERLAY
CB REQUIRED TO CONSTRUCT NEW PAVEMENT. � II I I I EDGE OF EXIST. ASPHALT RAISE TO NEW FEATHER EDGE BITUMINOUS NO. 4 AND 2
¢ PROVIDE NEW CONCRETE CURB AND GUTTERS II = I PAVEMENT, TYP. PAVEMENT GRADE CONCRETE OVERLAY
WITH BEVELED CURB TRANSITION TO EDGE ¢ REMOVE EXIST. PAVEMENT SEE NOTE N0. 2 C1 19
OF NEW PAVEMENT. SEE NOTE N0. 3 AND REPLACE WITH NEW PAVEMENT MAIN SERVICE ROAD REMOVE EXIST. PAVEMENT
NO. 4 AND SEE SECTION REPLACE WITH NEW PAVEMENT '..
REMOVE EXIST. PAVEMENT 2 FEATHEREDGE BITUMINOUS g SECTION o
REPLACE WITH NEW PAVEMENT o Cl 19 CONCRETE OVERLAY INTO + N -
SECTION � EXIST. PAVEMENT, TYP. N
MLLI
I
1 - __. _ _. - ZN -
- TO OF NEW ITUMINOUS -
t
Z� _ - NOTES:
JW
w _ 1. SEE SHEET C-21 AND C-22 FOR CROSS-SECTIONS.
5W - - 2. REFER TO NCDOT STANDARDS AND SPECIFICATIONS
TOP 0 EXISTING AVEMENT
- FOR ADJUSTMENT OF UTILITY MANHOLES AND BOXES.
_ BASELI E PROFILE TYP. 3. WHERE BITUMINOUS CONCRETE OVERLAY INTERSECTS
20 _ CONCRETE GUTTER, PROVIDE A SMOOTH TRANSITION,
-
_ - APPROXIMATELY 1 FT. HORIZONTAL, TO MEET
- EXISIING GRADE OF GUTTER AT EDGE OF PAVEMENT.
STA. 13+00 STA. 15+00 STA. 17+00 STA. 19+00 STA. 21+00 STA. 23+00 STA. 25+00 STA. 27+00
4. REMOVE CURB AND GUTTER SECTIONS AS NECESSARY
TO CONSTRUCT NEW PAVEMENT AND TO PROVIDE
FOR MINIMUM JOINT SPACING IN NEW CURB AND
REMOVE EXIST. PAVEMENT GUTTER OF 5 FEET. REPLACE WITH CURB AND GUTTER
MATCHING DIMENSIONS OF EXIST. CURB AND GUTTER.
• REPLACE WITH NEW PAVEMENT
SECTION 5. REMOVE AND REINSTALL HYDRANT ASSEMBLY AS INDICATED
- MANHOLE REMOVE EXIST. FIRE HYDRANT AND AND AS CLOSE TO DETAIL AS POSSIBLE PROVIDE NEW
TOP 33.03OAPPURTENANCES AND REINSTALL AS PIPE, FITTINGS, AND APPURTENANCES AS REQUIRED
L
RAISE TO NEW I I ° ; ' MANHOLE INDICATED, TYP. SEE NOTE NO. 5 SURVEY BASELINE TO ACCOMPLISH RELOCATION. NOTIFY AND OBTAIN APPROVAL I
PAVEMENT GRADE I I N 1 ; I I �' V TOP 36.62 DEMOLISH EXIST. TANK CROSSING,
- SEE NOTE N0. 2 i N ,a i � RAISE TO NEW CONSTRUCT NEW CONCRETE TANK AND 1 OF CONTRACTING OFFICER PRIOR TO INTERRUPTION OF ANY
18 RCP z ;;�, �.,. PAVEMENT GRADE CROSSING AS INDICATED, SEE 3 C1 19 UTILITY SERVICES; REFER TO SPECIFICATION SECTION
� I ' ; SEE NOTE NO. 2 01011, "ADDITIONAL GENERAL PARAGRAPHS."
y c1 2
I o_�I CO C. PAD - �'- I I / 20' 18 TYP. - EXIST. GRAVEL SHOULDER,
o I DEMOLISH -
- I I I
cn i � I � SE
I SEE SHEET C 24 FOR GENERAL CONSTRUCTIONQ
6.
Q I I I '�'f�':F�1'>::. ' 'Aq:a:: ' .'Nq?::F'dq::..y.• v:FNxi:,^::dM'::: 'd : :dq':r. Nn]i:;dw:a:: 'dp:a:• 9M?:
I I I �°r I+�y; '1+('y.:Y .r >F h':.Y .F W .F ..r,'d�l',::"W]:;F7r1'::; ':dN:,.,:
UENCE
...F,+ .. .N .Y 'iM'::;'JW::: '3 '. 'd '. �"dq?,: .r:dn':::F'd :..,:d'J!N':v; ?q',::/dM?.:"d .;dm.,.. •,, .,H.a...: .,H..,..... .,_..,., .
•.�� \I I I - .�:, �.. •..•.,, ._. ,.. .�.., ..: .,.,, ..�..: ',.�;. �, �r �_ •. ,,• ., .l' "l� .F r•' •.h �;! % wd . :rd •q':::yud �dM. yd Fyv, F:,r� ,,:•sa:a.:. d.•',.; w�a:
12" 12"r=ri - -._ 1�n —— — -- . . ._ . . . __. __ r . . tew aJdry : "a-C'r'd^'.'y12» "" AND TRAFFIC CONTROL GENERAL NOTES.
_.. _ . __.. . - - . ._.. - . ...._. .._yy .. . ... . . . . . ... -- - -- - - W �,.� W o
-- - ------- -- - - - --- ----- i- r r rf..................... -•-- :••+++, . �. ---------------- -•--. 2......---------------------t------------------------------ --- ---------- o
o __ ___ _ __ __.. -_• :_ . + 7. STRIPING SHALL BE AS INDICATED AND SHALL CONFORM TO
+ - - - - - - -- - - -- - _ :a— '�,�_ >::. - - - -- - - -- - - - - _ .._ _ . _ - - - o NCDOT SAND THE MANUAL ON UNIFORM TRAFFIC
f
`� — » �_.. - - - - - - _ - - - " . - " ¢ HEET C-25 FOR PAVEMENT MARKING
d - - - 12 - -- - -- - -- - - -- -- -- - 2. S
: D VICES. SEE
- : - : - - CONTROL E
--.. . . ._... ... ... . N
..... L--1 - ---_.--_. .-. - - - - - - - - �....-_-•-•---------- ----------------------- - - --_...-----•-------------_-----------_-------_---_-___--•___-._..._..........--•-•--------•-_-----__---•-- ... ..._--_----_____--_- -..-....._...--_ -----•-. ......... .. ... ---------••---
- - - ____ ________ ___ __ _- = TI=� - - f'f' PLAN
- x 4----- --- --5 ------- - ----------- ------ -- - - -r-- - -_ - - . . . - - ._ . . . E - ------- - -- ---- • --- - - -i�-- -- - -- - - . _. _f_P _ . . __ . . . - - - f 1 -- - ' - _... .. -- -- - =- - .. . . . -_ E •f E' 8. SEE SHEET C-3 FOR LEGEND AND SHEET C-6 FOR UST OF
E
pP 150' E I `, 150 E _ E r, ABBREVIATIONS.
VIP
_ a .,: ":. wad:. ,M' •�i� :k.� 1,d �.C�:.�y,<';.k,»': .k.a. ;dry/ ,.kifY, kt7 .
N I \ )..faM":;.wa'r'a'r.lra ".waN::,.war,.,.wi.:r.:.,.w0r+".we,,l..,.wr,.F....:•`ry:......wri`C".Ivs;o'`:.,.wa'r..a.1.f.^`+"1.f. .,.,.wf.:r..,�d!...�.F::'.,:wd�+:,wy;o::c.}NFP:a.M'I'.:;.wa�'gwa^..,::.bb�::q�. . .wi.+':•,.wf,M:...ka �.S Iwh w>�''M,
II STA. 31+33.05 - EDGE OF EXIST. ASPHALT
STEAM PIT, TYP. STA. 30+03.06 = 4 TANK CROSSING EXIST. GRAVEL SHOULDER,
GONZALEZ BLVD. DEMOLISH PAVEMENT, TYP.
'� �:. EDGE OF NEW PAVEMENT,
- SMALL SIGN, TYP. SEE 2 , TYP. TBM ELEV. 31.99
FEATHEREDGE BITUMINOUS C1 2 ' R.R. SPIKE SET
CONCRETE OVERLAY INTO REMOVE EXIST. CURB AND GUTTER AS IN POWER POLE
EXIST. PAVEMENT, TYP. FEATHEREDGE BITUMINOUS REQUIRED TO CONSTRUCT NEW PAVEMENT.
CONCRETE OVERLAY PROVIDE NEW CONCRETE CURB AND GUTTER HORIZONTAL
WITH BEVELED CURB TRANSITION TO EDGE MAIN SERVICE ROAD
OF NEW PAVEMENT. SEE NOTE NO. 3
AND NO.4 AND 2 0 0 50' 0 50' 100'
�� Cl 19 + o
M M `r VERTICAL
_ -
_ 5 10
- _ _ _ _
_ _ _ _
. . . -_
. _ _ _ _ _ ..- _-. .- _ TOP .OF W BIIUMi OUS -
_. . PAVEMEN AT. BASELINE,
TYP.
- W -- -- -- - - --- __ _:_ _ . _ _. _._ - _
_ . _. _ ---.--_ ._. _ _.-- -----_ _ _.. __-_. ._ . _ __._ ______ _____ _.. _.__ ..__. . .__. _ ._- ._ _ __ _ _---._._-- __-. __.... __ ._ __.__ U - TES INC DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
Lij
__.._. DIVISION
__..._ __ _------ _ .._____ _._ . :. RALEIG N. CAROLINA ATLANTIC
_. _ . _.--- --- _..._ __ — _ _-- — ---- _ NAVAL STATION NORFOLK VIRGINIA
• ARCHITECTS 6 ENGINEERS
PAVEN
— - - ------- -- ----- — -----... .. --- ---- - - — - _ - - _. . --.._ .
_ _ . _ _ .. _ _ _-._ __... - _. _._ _ _ __._ _ __ _ E N•C.
_._ _ ----. ___._. ---,-_ -- ._ _ _ .__ __ _ . _. _ _ - _: _.__--__-.: __ _ _ _ .. __ ___ _. _ _ .. .. ._ . _ _ _ _ : :. . .__. ._ ._. �w - MARINE CORPS BASE, CAMP LEJEUN ,
--.. --- W ---'- -- ------ - --- — _ - - -- .. _._ _.-- B SEUNE PR FILE TYP. . -_..._ ...__ ..__ _ C/� JOB ORDER N4 5F6110
----- - ----- —... .... _. .._---. _..._. ._.._ _ _.... _._. ._ _.. . .
_ __ _ ._ ._ _ __ ____ _ _ ._ _ .__ _. _ _ 1 �., A PROJ, NIL P-804 FIELD MAINTENANCE COMPLEX, INCREME
NEIII
In
-_. _.___._ _..... _.. .—__.__.._. —..___ ..__. _ ....... - _._._.__.
--. - ,-_- _. __ _ -_ - _-- _ _. ._ ___.-_.. _ _ _ .. •�\ �, •• ••.L ! "•; ,` DES.PORTER DRVN.BECKMAN
_- _ _ _-. - ----.__ ---- . MAIN SERVICE A
_. _ _ .. _.. ._ _ __. _ ... - . --___-- .' , i.• PROJ MGR LEE CH ARCH/ENGR
• +
ER MGR —DES--- - --— - - - _ _ _ . ._. -- - -- _.. . : - -- --- SIZE C E a NAVFAC DQAVING NUMBER
- - -- _ r�u. APPROVED DATE
---. _-- _ _... ._._ _. .._-----_-___ __.-.--_ _ _. __.. --- _.. ..___- ---.__.----- _ _.-- ----.__ _____ _ _ _ ..._...._ _.__,.-- _- - ACTIVITY SATISFACTORY TO
_ - _ - - — - - - - - .. .- - _ _ _ __.... _ _.. _ ._ CONSTR. CONTR N6
--- .-- .-------._.._- _ ___...--._._.._ _.._._ _ _. _ _. ._ ____ _.._._ _ ____ _ __.. . _ _.__ _ ,. APPROVED DATE N62470-88-B-8110
a A. 27+00 STA. 29+00 STA. 31+00 STA. 33+00 STA. 35+00 STA. 37+00 STA. 39+00 ~� r ? FOR EFD FOR COMMANDER NAVFAC SCALE GRAPHIC SPEC- OS-88-8110 SHEET 20 OF 266
ST

0
REVISIONS
EDGE OF EXIST ASPHALT SURVEY BASELINE SEE SHEET C-25 FOR DESCRIPTION SYM DESCRIPTION DATE APPROVED
PAVEMENT, TYP. REMOVE EXIST. FIRE HYDRANT AND OF PAVEMENT MARKINGS.
APPURTENANCES AND REINSTALL AS STA. 45+45
INDICATED, TYP. SEE NOTE NO. 3
EDGE OF NEW PAVEMENT,
SEE 2 , TYP. AND
C1 2 C1 19 TIE NEW PAVEMENT MARKINGS TO ��
EXIST. PAVEMENT MARKINGS
130
EXIST. GRAVEL SHOULDER, _ tv- p� ,d
DEMOLISH PAINTED MEDIAN T
7210
2 - - - - - tL-- ---------------- ----------- 12 --- ---- ------------------------ -- • , o
- - -- ------ ----- _ .. --- -- -- -- - - - - -- -- -- . . W - W -- --- ---'-----.
W ---- ----- -- ------------------------------------------------ A T y o
o - - - - - - - - - - - - - - - - - - - - - - - --
+ F
I '
r
- -- _= --------------------- - --r-------- - - - - - - - ------ - - - ----
TYP. ------ \
t _r
�, 7', -- - ---I -- -
/ ___-_..-- -- ___ _ - T
189 TYP. PP PP -- - - - -- -- - - -- --- - -_PP---- --- -- ---E - - - ---- -- ------P --------- - -------------- -_`- --- E -- --- S' ----------
---------- -------- --- --------------- -- === == ---- - - - -- - ---- - E- - --- - - --•P E ':\ �? , so"o
E
EP �
T
`• . " f. . . '1.N•'•la�<•':1.�+ : . . `l.a�l.r..�Tl�`lm�'lafi' . . ::am�`::�r•�`l.�`la�:.. :.l.m�l..�"l..afi`•l.�l�`l..a+'•. . . ,. ? -�, �
UG TELEPHONE VALVE --� � TBM ELEV�31 5.7 � '`, j\ ����. \`;�� ; `'�, i`r"c �s�q�L NOTES.
TELEPHONE MANHOLE EXIST. GRAVEL SHOULDER; FEATHEREDGE BITUMINOUS „ . - \
RAISE TO NEW DEMOLISH CONCRETE OVERLAY INTO R.R. SPIKE SET
IN POWER POLEh;, ~ :� c�G o os F��o 1. SEE SHEET C-22 FOR CROSS-SECTIONS.
.« PAVEMENT GRADE EXIST. PAVEMENT �, t �, lF' � F`
SEE NOTE NO. 2 HEADWALL, TYP. ;^.�°
x, 2. REFER TO NCDOT STANDARDS AND SPECIFICATIONS
300' TAPER 25' MAIN SERVICE ROAD >:{ 0.9 0\ FOR ADJUSTMENT OF UTILITY MANHOLES AND BOXES.
o
3. REMOVE AND REINSTALL HYDRANT ASSEMBLY AS INDICATED I
0 0o AND AS CLOSE TO DETAIL AS POSSIBLE. PROVIDE NEW
PIPE, FITTINGS, AND APPURTENANCES AS REQUIRED
TO ACCOMPLISH RELOCATION. NOTIFY AND OBTAIN APPROVAL
---- -- --- - -- - - - _ - -- - -- - - ---- - -- -_ - -- - ANY_ -- - _ -_ _ --- ---- --- ---- ---- -- -- - -__------ ------ ------ ---- -------- _. . ___ __ ---- ------ __ __ ___.___ __---_ _--- --- __ - OF CONTRACTING OFFICER PRIOR TO INTERRUPTION OF I
UTILITY SERVICES; REFER TO SPECIFICATION SEC11ON
01011, "ADDITIONAL GENERAL PARAGRAPHS."
---
ca
----- - - - - -- --- - - -- - - - --- -- - -_--- - -._-_-- -- ---- - ----- 4. SEE SHEET C-24 FOR GENERAL CONSTRUCTION SEQUENCE
-- --- - --- - -- -- -- --- - - --- ---- -- -- --- ------ .
A A
- - - - -- - ---- _ _ - - 5_________ _________ ___- - _ —- --. -.- _._.. _-_ ._. -- ______ __._.._- _---. _.- __---- -.--___._ .
- _--- _ _ _ __ _.._-- -- _ __- STRIPING SHALL BE AS INDICATED AND SHALL CONFORM
TO
NCDOT STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC
__ - - - - - - -- - - -- ----- ---- -- --- - T --- -- --- - - - --_ - - - - -- --- -- - -
Ft
_ CONTROL DEVICES. SEE SHEET C 25 FOR PAVEMENT MARKING
- --- -- ---- -- - - - - - -. --- - ------- - --- - ---- ----- --- ..- --- - - -- - --- ------- ---- - - -- -- -- - r
PLAN
- - -- - - -- ------ - ----- ----- ----- - --- - - - ------- ---- - .----- - - -- ----- ---- -- ------ -- - - -- _ __. - --- -- ------- - - - --- - - - - - 6. SEE SHEET C-3 FOR LEGEND AND SHEET C-6 FOR LIST OF
- - ------ -- ---- ----- -- ----- --- --- --- -- ---- --- -- - - - - _ __ _ _ _ - _ _. . __ _ . -- - ABBREVIATIONS.
M , _._.....-__ -__ _- .._-
I
STA. 40+00 STA. 42+00 STA. 44+00 STA. 46+00 STA. 48+00 STA. 50+00 STA. 52+00
P `I 4' - 0" SAWCUT EXIST. 12" WATER MAIN
AND REMOVE EXIST. PIPE AND
FIRE HYDRANT ASSEMBLY
~ EXIST. 12" WATER MAIN
EXIST. 12" WATER MAIN 12" DIP SPLIT REPAIR SLEEVE LONG
12" x 6" MJ LOCKED 3'-6"* SECTION OF 12° DUCTILE IRON PIPE (DIP)
HYDRANT TEE
2 - 3/4" TIE RODS
CONCRETE BACKING, IYP. 2 L.F. DUCTILE IRON PIPE
n "
6" MJ x PE 90' BEND 6" MJ GATE VALVE 1/2 RADIUS 6
3" RADIUS
*FIELD VERIFY LENGTH. ACTUAL LENGTH MAY VARY PLAN 1/4" RADIUS
DEPENDING ON LOCATION OF EXIST. HYDRANTS FIRE HYDRANT PUMPER NOZZLE
WITH RESPECT TO LOCA11ON OF EXIST. WATER TO BE PERPENDICULAR TO
MAIN PIPE JOINTS. ROAD, HORIZONTAL
"
FINISHED GRADE �m " o 00 0 0000o 00 0 0 0 0 50' 0 50' 100'
VALVE BOX EXIST. 12 WATER MAIN o 0 0 0 rj
rN 6" STONE �o 0 C.
0 0 00° Oo moo o °0 0°0
I' BASE COURSE o 0
UNDISTURBED ,-, WEEP HOLE VERTICAL
EARTH COMPACTED t I :.
BACKFILL GATE VALVE ��� PEA GRAVEL MATCH EXISTING 11
llll�u ill::... .. • ... �... m�= — — — —
"..`. - 2 STANDARD CURB AND GUTTER 5' 0 5' 10'
iu: ::::::`: ?;;`li - - - - - C18 C17 19 NTS
f ii'' 11 =�111 ii
EXIST. 12" WATER MAIN � CONC. BACKING
M.J. ENDS REQ D. ON SLOPE TOP OF CONC. C-19
ALL AUX. VALVES TO PROVIDE DRAINAGE
FROM HYD. DRAIN
❑LSEN ASS❑CIATES, INC DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
UNDISTURBED EARTH PEA GRAVEL RALEIGH, N. CAR❑LINA ATLANTIC DIVISION
NOTE: HYDRANTS TO BE LOCATED BETWEEN ARCHITECTS & ENGINEERS NAVAL STATION NORFOLK VIRGINIA
EXIST. WATER MAIN AND ROAD. EFD DWG No, 327210
ELEVATION NOTIFY CONTRACTING QFFICER IF JOB ORDER Na sFeno MARINE CORPS BASE, CAMP LEJEUNE, N.C.
LOCATION OF EXIST. 12' WATER MAIN STA. PROJ. NO. P-804 FIELD MAINTENANCE COMPLEX, INCREMENL III
REQUIRES OF NEW HYDRANT TO DES. PORTER DRWRBECKMAN MAIN SERVICE ROAD
BE CLOSER THAN 7'- 0° TO NEW EDGE `+Nei„y � PROJ MGR LEE CH ARCH/ENGR
OF PAVEMENT. 1 EFDlRVD F.P. STA. 40+00 TO SNEADS FERRY ROAD
BR MGR -DES 1 HYDRANT RELOCATION v APPROVED DATE SIZE SIZE COD IDEN . N0 NAVFAC BRAVING !AMBER
Cl 19 ^ al ACTIVITY-SATISFACTORY TO F 422-88
• C17 C18 NTS � ��r �. .°°<1;;�,�I
APPROVED DATE CONSTR. CONTR N • N62470-88-B-8110
SCALE GRAPHIC SPEC. 05-88-8110
y
FOR EFD FOR COMMANDER NAVFAC SHEET 21 OF 266

r;!
FIGURE #2 n�l JAN 141999 U'
IMPROVED DRAINAGE - �11 ',I JIVVA I th
"
d �
1 t r 3 .j� �n ✓y� .yv�tFy ak y� _ '4
ft
POND EXTENSION74
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I.
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N EAr..
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• �1'e : �,� ."`. ,r r ,3 a ,+ d h M to e q r ants r v
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=Y r, 3�!, .,m irS x r 2
>" „� e g'++ ,'•' r „p „e '.� mow' tn' l }"- , , i ,"� m
� A ,
°�� �ry ,_ ,ru >`, ,e � „t Q���� v',;3 '.e "'• "&r b3°..> _:: h�A'x+r ..:.. � ,.fi->_
IMPERVIOUS AREAS: OTHER AREAS:
GRAPHIC SCALE
fV�'SaE DRAINAGE BASIN ® BUILDINGS 8.06 Ac C� GREENSPACE 4.95 Ac � so o zs so !oa 200
FI D ....._... ED PARKING 24.26 Ac OC\51�2� QrZlA IY22
[L] STREETS 0.93 Ac '"
( m
POND 2.80 Ac .` CI; h(Y1 z� �r'2!/12 /pQ2
® uerexs I
- North

ECiEIVE FIGURE #2_ r�
JAN 141999 U
IMPROVED DRAINAGE T _WATER
D E
Pao, a SCu34 02-Ps Aeop
- � APPROXIMATE
, <
a
A Lj�
t <,
Ay / � .W AL rI• h � vF. + "S� y ��P2 � � '_
Ra y
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-� PONP EXTENSION ,
tt $...
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d •�' '•� :. a a_ �l� .s.•�.sa. '§a;>. .�' 'n�8"'Q Cv��r S"r.'? v 'n' "':�lr'�', �S r'�'i't'.i.s a,�'�r,.
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ri
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IMPERVIOUS AREAS OTHER AREAS:
GRAPHIC SCALE
DRAINAGE BASIN elm BUILDINGS 8.06 Ac [.-I GREENSPACE 4.95 Ac 50 0 25 50 100 200
FI. D """""'" ' ' • � PARKING 24.26 Ac
w _.. STREETS 0.93 Ac I ix untps I
m POND 2.80 Ac AcId;Nalzl Drzjn2�/ le2 North

D f
1AN 2 201E IMPROVED RDRAINAGE ST `; 'M� D JAN 141999
IBYWATER
:�-- FRoJ s S(tEBZ/5 KUp
APPROXIMATE
a i,ojl
"R9 a e r�� �1 •r%� �x ���� �'�MK �r
,. .PONp EXTENSION9i
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-t Fr•' n y!+� y a tie.:• .yeti •"*' + .: 4 C 1h.1 rr � tG "j + af'L:�„ j"'.
M ♦ �?'� r y,. tip. �{. � .ne >y,?�`.u`•�.,� � '' .. v � IGr y f" "�- w_1c�i� n�+1',`%r•n.7. ,
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ray
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3;
` A J
hi' N
M
IMPERVIOUS AREAS: OTHER AREAS:
GRAPHIC SCALE
fV�ics DRAINAGE BASIN BUILDINGS 8.0E Ac GREENSPACE 4.95 Ac so o es so CA 200
------. ......._ Ori5jv( D�al'n� *ee
•-...•.-.-... """'"' � PARKING 24.2E Ac `
0 STREETS . Ac t t u�,m
sm 2
POND � .80 80 Ac Add No' Drzi��IVV.2

SQUARE FOOTING MAY BE
USED IF DESIRED
GUTTER
�- MODIFY OPEN GUTTER TO
SUIT PIPE LOCATIONS
1' GROUT
A
PROVIDE 1/20 THICK PARGETING
ON BRICK CONSTRUCTION
8' BRICK OR CONCRETE
WALLS TO BE 120 THICK FOR
PORTION BELOW 12 -00 DEPTH
A. IL111^1 r nTTnn G 4Cs IA iV A n
46.
PLAN
FRAME AND GRATING
FINISHED GRADE
. 6'-0" DIA. 12 - -
---I CONCRETE
d

1
TRASH BASKET FRAME TO
OUTLET CONTROL STRUCTURE A L 1 1/21X 1�1D/2RX�1/4 (GALV.) 3/8" GALVANIZED
HANDLE, SEE DETAIL STEEL PLATE W/591 120 PIPE 5" ORIFICE
ANCHOR BOLTS •250 DIAMETER STAIN1 SS DIAMETER ORIFICE
*4C 7
STEEL WIRE CLOTH W
0o CLEAR OPENINGS. WE ED
TO
FRAME.
WIRE CLOTH ON
CL 12" PIPE 18
18
» 1 1/2" FABRICATE BRACKET FROM CL 5" ORIFICE +
L� 1 /4" GALV. STEEL ° `
0 0
FRONT •
MOUNTING BRACKET SECURED ANCHOR BOLT, TYP. 18`
TO ORIFICE PLATE, SEE DETAIL A
TOP a
00 1 1/2"
MOUNTING BRACKET ANCHOR
---- 1 1/4` FABRICATE HANDLE FROM BOLT, TYP.
�+ '�` 12�� W/ELD TO BASKETGALV.) 3 8" STL PLATE
SECTION A / �, S, SECURE TO WALL4-::
W/ 1/2" X 6" LG.
L 2 x 1 1/4 x 1/4 (GALV.) BA K T FRAME CENTER ON BASKET STAINLESS STEEL
DETAIL A WELD TO TRASH BASKET S E HANDLE ANCHOR BOLTSf _
AND NUTS. ---
0
1 TRASH BASKET DETAILS PROVIDE PREFORMED -----
F.� 0 C1 NTS PLASTIC GASKET
x BETWEEN PLATE AND
w�E �.y -' � COGDELS CREEK WALL TO ENSURE - - -
_ WATERTIGHT SEAL
r
.3 CLEARING LIMITS 1 1/2 x 1/4 GALV. FLAT 3/4 E.J.
PLATE WELDED ACROSS SECTION A -A
BOTTOM OF ORIFICE PLATE L
x4 TO SERVE AS STOP FOR 2 ORIFICE PLATE
WSE 1.82 GRASS LINED DRAINAGE SWALE TRASH BASKET. 10 1 NTS
L - -' -
Xb
SEE 4 1 CONTRAC11ON JOINTS
lOC1 10C1
x'' x SEE 5
� � C10 C1
TEMPORARY STONE CHECK DAM,
SEE
.°° 40'
i ti.1 TIP.�t
7.65 'y
SWALE
�00
�{•1
{ k i}}
54'x10'x18'THICK
3
v
V)
Z
w
C.D
o
y
. g
1oc1
lI
I I V-3/4" E.J.
Ili/ 5
10 C10
� o
TRASH BASKET,
SEE
11.5 EL
10.0 EL
9.0 EL
3.0 EL
15'
ao
\ N
ORIFICE PLATE
SEE 2
M q O 4 q
d VI .
5 SECTION
C10 C1 ELEVATION
(UPSTREAM FACE)
PLAN C101C10 8. 3/4" E.J. 0, PIPERTON�ATCH SLOPE
2
( t3S) 1� EL
30, 15' 1 ►>, A 19 EL
6 SECTION
C1 1
SWALE AND CLASS 1 RIP RAP APRON " L'=''�� 10.5 EL
i UTLET STRUCTURE SAWCUT EXIST. CONCRETE PAVEMENT AND REMOVE AS�', 'y 8 0 ,�
•_ '<' OUTLET CONTROL STRUCTURE REQUIRED TO C?STRUCT NEW STORM DRAINAGE 'PIPING. " !
SEE P�4VIDE NEW 12" THICK CAST -IN -PLACE CONCRETE AND - - - - -
1 3 6 STONE BASE TO REPLACE EXISTING. MAINTAIN TRAFFIC
•/� SERVICE ON ONE HALF OF TANK TRAIL AT Au TIMES 18"
loci DURING CONSTRUCTION. DO NOT ALLOW TRAFFIC ON NEW
-3� CONCRETE -UNTIL CONCRETE HAS REACHED MINIMUM 7 SEC ON
zl c P
DESIGN STRENGTH. SEE 1
I 10
` > 134 �t9 1L on
i� 1
G y
i't" 11 ' 13,! 1 3 13
e�l+i
u.7 J '.YJ '' O� * � .WF , i .'� i fill) 131? ri
�' 13. _
- "4 _ ` y, l
^ J ` � .. . r y;:'"w:.vw� :d� 11,K , *.nl i. ail':r,. ��0:;i� lr, C, . `; �.`t I �
9.6 I
_ 11
11.5 ;
11.rx _... • ... _.,
' x A� I1y- I•i' 44
•�1 N
02N'
j
1.5 ;�� +I Z
CB 5
12.6 1 1 3♦<L ?n 288' 1 r) 1_1 x 1C.H '}' 1"•1 13'd 3 1i1, •
1 1 la
1^.f. 1 •{' 1,,.J {1••1 {1,J ._ir_' j i jo
1' ' 1
a'
►sE ELEvAitoa 2•0
�►
1xf 7 x x�i.1 t `c-i . m r)
rti 0
13. x.14
.--
x 6• KCF x X 33'
IN RF L ls/ 9.jr 1 ti.xLX„
11.3 11.4 ls,r!
x x x 151x
1,
x x i x x 131E _ LI x . CONCRETE HEADi i1 Y
11,6 11.b 12.E SC.S x N1 14.0 1.; 6' i 1 i�9
EXIST. FUEL STORAGE AREA I 1C. 14.y
To BE REMOVED BY THE SEE 2
r
11.5 EL (p.0) 9.0 EL -Ot EL
(Eo.@EL
)NORMAL POOL a d a .. d .
2
�r ` TLES PIPE 0.0
6.5 ORIFICE q EL--- ,1,�;,; j 2
0o) 5.0 EL BOTTOM POND d ORIFICE PLATE W/5' DIA, ORIFICE, SEE 10 C10 6•
Wwwaw�' . FOOTING
•Id
d
.d
jj� 8 SECTION
SEE REINFORCING DETAIL ll#-6* 2'-4" C10 C10
THIS SHEET 8" CCO ppppCC D04J4 BARS 0 12" O.C.
SU GRAD 14 DOWELS 0 12" Ogoo
EACH WAY, EACH FACE
LAP 1'-
3 OUTLET CONTROL STRUCTURE REINFORCING
1 NTS RA�S>r CLXVA�roNS 70
NEW WORK r EXISTING
EXIST. GRADE _}
PROPOSED FUTURE
W CONSTRUCTION
' 6'
1
EXCELSIOR BLANKETING
I�
� -
BOTTOM WIDTH
4 GRASS LINED DRAINAGE SWALE
10 NTS
NOTE: FERTILIZE SEED AND MULCH WITHIN 2 WEEKS
OF DISTUkBANCE. SEE SPECIFICATIONS FOR
APPLICATION RATES.
EXIST. 36' RCP (2) GOVERNMENT EXIST. CONCRETE PAD X 10
I
C1
TO BE REMOVED TO BE DEMOLISHED
NOTES:
STORMWATER DETENTION POND', 1`, ,
1. SEE
2.. SEE
SHEET C--3
SHEET C-6
FOR
FOR
LEGEND.
UST OF ABBREVIATIONS.
=
SCALE: 1 50
I 3. SEE
SHEET C-1
FOR
TBM DATA.
4. SEE
SHEET C-11
FOR
STORM SEWER PROFILES.
d
EXISTING
i
WW. FEB 2 4 1992 U
D E M
50' 0 50' 100' ^OJ-
w