148-95 Town of A.B. Oversized Plans

M AT C H L I N E A -A
T
10.19
t
t
JOLLY
9.81 10.206.2t
9.53
SHED KNAVETS=11.84
B.Ot
9.41POST
IN ROPE
10
l aLP+*�
co
)95710.06
acn
W
7-74
t
9.52
.- _ - _ ... - .. - - -
6.54t 9,2t9.46TS=
7.70
IIb3
C 0 N CSP
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LP
nm
t
ISLAND
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o
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LYNDA'S
a
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ARCADE
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TS=11-83
9.51
9.4s
S4NDY'S
wle-
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Eq
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LP a
ON THE
CIRCLE
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ml
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T3=11.83
p
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WALL
h
sd
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LP
8.93 8. 50 WATER LINE IN805----- 784
t----- E W ----t--------- ,Y T- EW ---t-----
mZ
--�--�
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`•.'..'.,
CENTER OF ALL
O SEPTIC TANK
TOP
9.46 J.
7.3t 9.3t 937 TAVERN \\ BST
Ts=u.81 FF=9.46
r°
Se9,
6
6\\_•
T
LP 9.5 9. i ttt9. 24 1-8.79 8.17t W ao r: lm0 4i @98 CG ri T23 F k''•: •r.
}
I
6.3 t 8.6 t 9.48 e JrT\ n. S' 9
r
TS=11.80 9.38
ASPHALT O m
PA RK I N G Qj m^ I .8p \ A @
LP PAVILION LO T } i ID/D s y c
F F = 11. 98 9.3 t 9.26 / t8.66 8.01 3 TC.pp
m W
NOTE s/a Tsk'.
Demolished Spring, 1995 ` W + ? @s 4sP `
6.3t 7.7t 9.50 a2 I 33 rSW
TS= 11.78 9.45 t`. I ri e. SS ? 86
TSW ,
LP n Nti-'a-� yS•/O
t 9. 51 t8.94 6.51 ap ': auK I ?92
t Ci }al98 t T/0 7S
IMF im SW rT8@ 84 W..
laM1 s4
Z 10 ? 2g <
I 7SW,,-
6.7t 9.6t - ?
7S= 11.85 9.46 0J OO -
(- I �, se@73N sss
w000
D E C K
0
LP 94 N mm h lump.;,o CONCRETE
r t9.33 tS. 87 B29, °D 'f mM1 r m ,'C
�m i Q
Rq * 63
O
y
k 4
7.7t ID
9.at 9.52 a2 I r •, .
TS=11.86 9.45 9.03 8.84 WATER LINE IN 857
- t - - - - - _ E W - - - - - _ - - - - �� - - - _ - a' 17
CENTER CF ALLEY E W -- - - - - - - E W ---� £
ISM ;
LP a IN O n'N
OUR PLACE W lam m
SALOON MAMA I O~ t I~h M1 FUN
JO'S ' m I a
Oumi o I r-' WHEELS
w
9.56 _
7.5t 9.5t 951 I I,
TS= 11. 86
I
J '
OLP
a MIKE YZ'S m.'Oj +m IM1h;h
a m ~m m I
O M1O m I
ma
al POOL
I
7.5t 9.11 9 9.57 WA TaER FUN
T9=11.@8
0 U M P E R a
90Ars WHEELS
m
LPKK
O' U7 N 1
M1 ID m 3
M1 w
49 $m
7.9t 9.3 t 9.- - m
M1a
TS=11.8g 9.47 a (x� „ IM1v, 3 8.35
�_31 TC
LP O tZ24 7. 15 ' NAIL IN P/P5.8
SLATE SIDEWALK '•t6. 90. ELEV.=B.5.73 -a :.. .'S7 TC ..-... EW
9.87 9.89 9.84 8.03 I ..`.L tr':':''-'6UT��
9.43 9.24 9.17 Atip t752 t I Z41 7.25TC Z08 TC i ,•,-.•; 6.92 TC .,,.'6,70TC -
r-- E W- - - - - - - - - - - -L---_--t6.89GUT - EW-t6.67GUT---„----L47SxUr--------6.27GUT ,62
t 9.30 t9.43 8 PVL C
t9.33 l T-- C
Ip 6.94
I la T
9.44 9.44 I 8.06 a.27 7,88 7.62 1= 740 7.13
10.3t 10.3t 9.29 9.34 9.49 t t t t Im t t. 40 t 3. 5.8
TS=I1.88
6:3
x / 3
6 03GUT
90 I 8.47TC. _ 6.1
\\ 00x 03 6.67 GUT 6.47 GUT 6.24 GUT
7
��• �� 8.32 t I 7. 02 TC 6.86 TC 6.50 6. 51 TC " 6.45
4 EIP7. 0 56.94,R/R
SPIKE ' 6.9
I
t7.39 t7,22 6.91t
3
ti n a n SUMMERS l
a;IDa Io In
E N D N U M1 7.49
+ too m I _ -� r
~Y MOTEL a m 06 1 7._ 81 •67
J } + +m r 7.82 7.09t
Q ~
m O{
Q Q m
% OLD HARDEE'Scc f
-1 I CONC. FOUNDATION I (/
m
w
M F~ ASPHALT I t
ASPHALT
8.06
N N m N U (9 rl m
cu a N N cu
N} bL } N N m m h F► m y
} N m m I I 71 •6.4
} 4--� + 0 t8.31 I t I 7.25t
8.04
a
i W F- _ 8.06 _ _
m of c N m Q -#7.96
a' n a o Q 8.0ot
a N m TC GUT=
Nf' N� N N +N 0) N uNi w 3,
_ 4 I 8.66
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-
N a Ot A N
m O V O
ro
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v a
N
°
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7.nt
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23 TC
n S GUT • �\,
y _ t
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m m ry
DI
RIM=4.300
INV,(E)= 2.30
C 8
TC=4.a8
FLOW=4.25
INV. (N)= 1.35
N

M AT C H L I N E A -q
9.57 10.06 10.19
t
JOLLY t 9.81 t10.201
9.53 SHED K N A V E
s.2t e.or
r5=11.84 9.41 POST W j
IN ROPE
i9.
LP Im
m N 3
in
4- 1- (6
IL m
u!
a 7.74
I' NORTH
m j
o
+0D t
9.52
- . - ... - "- - - -
- _ - '. :
6.54t 9.2t
7.70
rS= 11.83
9.46
. _ .'
-, _ - C 0 N C _.
- - - -
8 ASP
Mm ISLA
LP
ti
O
`0
M
\
ARCADE
m
EXISTING CONCRETE TO
BE REMOVED TO BUILDING"
i
6.6t 8.4t
/ -
\
9.42
x
O
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?-L P
ti
o
Kcl
o = a
n �m m
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7.Or 8.7t
9.51
W¢
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rS=11.83
9.46
S A N DY' S
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EXISTING CONCRETE
ON THE
CIRCLE
F�
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r r
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3,
LP 3
TO BE REMOVED TO
*:; n- -
ti:
,�
s r
\ Gc
FRONT OF BUILDINGS
+•
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_
n?
M
DAVIS
�r
6.at 8.8t
9.a0
BE
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TS=11.83
.•
V
V
n O
i0 io
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V
N
WALL
W m
v''''�
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8.9
t- --- ---
8.50 W ER LINE IN g,0 - 84
t----LATER � --- EW
n ao
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-
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31
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9.46
7.3t 9.3t
9.37.al
TAVERN
Ts=n
FF = 9.46
N
V
LP m Nn. V Ion. m 9T
t9.5 t9.1 t9.2 t8.7 8 t m of } I OD
7 ea k, '
s
I os
I ' \ r
JEANS
FOOD EXISTING CONCRETE TO)
BE REMOVED TO FFnNT OF
BUILDINGS AND ACROSS j
@ DRIVEWAY APPROX. 6 FT.
BEYOND EXISTING R/W,
l VT r @. \ O
6.3 t 8.6t 9.48 N J I @ _ c \ r 0 @
TS=11.80 9.38 �•, O� I R @6r \ •-,.2
s�
ASP ALr N,",moo m I � '..\ �5�/•..
PA ING
$m EXISTING CONCRETE TO T @
LP P A V I L 1 0 N 01 I :mm BE REMOVED TO BUILDINGS, 41 @ 40s I6 @ p r9?
L 0 T
F F = (1.98 9.3 t 9.26 t .68 a 3 - - - _ O F S -a
to
NOTE I 6'.r rs�` O ��..
Demolished Tes sw• ` s iQ
Spring, 1995
6.3t 7.7t 9.50 c I 3 rsW '36
TS= 11.78 9.45 I Y. 6 SS
W @3
LP NO
I.
t9 t8.94 8.5
V _ v
O T 6
�- m It ..'m ,6a ri s6 ae 4rL44r s
T T
Z I° P6 4 r B S
sk y FF C F
ryM4Cy
f 6.7t 9.6t / I y �/S 6'lt P4RK
TS=it. 85 9.46 m J or)
tyyv sW E NC
2 LP EXISTING N' mo o o 14 I 64j r6.86 sy� 66p 4 NF�F�FNSS rp s.
IN DECK 9.a - - 0 m Igo .,•o C O N C R E r E o w_ O' S' qqV 9F '.
t t 9.33 7 :, m
C+ 6„ r0 RFLO s
Q TO BE BY TOWN. t 6.29t n }� Inm @s6 0 �A' % *e6 5le S/OE4�CO�� rF0 T6'
s. T R q 4 3 K 04 rF , O
J s i eO,
o S-ea V C
9.52 y7 S�6
7.7t TS 91 B6 9.45-t9.03- -- E --+8 --WATE _LINE IN 8.57 0 G•4 Q
C TER OFA Y --- W -t --- --- W
0
LP OUR PLACE i �°J ^m S92' o
SALOON MAMA _ �� * ~ ~ FUN S ri6'45
JO'S F o "' 1 a 6B
WHEELS s•/4
o S G9
9.58 I 6, // 0
7.5 t 9.5 t 9 51 EXISTING CONCRETE_ TO
73=n.e6 BE REMOVED TO FRONT I
OF BUILDING. I�
OLP ; I°M°m ,
o M I KE YZ'S + InN n
Cr Uj
a ~ I
o .' m vQD
.
m
j al POO L
9.57 /- .., ml WA TaE R FUN E RELOCAATE AS--------
. t t 9 50 EXISTING CONCRETE
a LACING TOSE
ACCOMOK-
rs=ll.ae
TO BE REMOVED TO • '. •, • '•B u M P E R WALK -
WALL AND BUILDING BOATS
WHEELS NECES 5?RY6„ g I DE W AL --- ------
�� NEW - \
LP \. Iv 4
L) 1- 4-N I 48.7 5,93
ti N m 3 - 6.11 5.8T •GUT
7.9t 9.3t 949 om Igo 6-1e _ 6.08T--81••PVC 5.
9.47
TS=11.89 5 n:v In:Q CT - - f
�> Ian 6.3'.:" �6.13 GU T- g
6 am
..N,' '• IP
t724 Z15 6.5T .... -56 T_ B D
' NAIL IN P/ _ 8 G 6 6
95 C I
R87 9.89 ;.9.84 8.0 1 SIDE LK; ❑.s. E EV :•.'.-: .. .6. •. BUt�' 0 I y
9.43 9.24 9.17 1 741 7.25 C 08 TC --'• 6.92 - TC_ I 5 s4 T
t9.30 t9.43 t .33 r-- - -- --- --- --- --t 6. GUT - - EW t6.67 GU7 - - g'4 Sil1L-- ----6.2T GUT 2 T 5,70 GUT
8" P E 1
� T 44 ` E 5'97 TC -
10.3t 10.3t 9.44 9.44 I la 02 8 8-27 7. Be 78 .48 6-�
TS=11.88 9.29 9.34 9.49 1 t t t t Ito t t 5 85GUT •- 7 40 7.
/ 6.32 7C
p3 GUT
8,47 6 2 " iT
I i<
6.6 7 GU 6 7 GUT .24 GUT - O
.0 �. 8.32 7 1 7.02 T s 7C .5 6. 51 TC
-
��. I
6 65 '
SPIKE
I
I I II t739 t722 6. 91t
1+
m m * m
7.49 a m m u
t6
t 7.82
I
7.09t
J
/
OLD HARDEE'S
I CONC. FOUNDATION
I
/
ASPHALT
I t
(
8.06
ASPHALT
y
-1
i
m
A t6 4
t8.31
I t
i
T.z5t
8.04
L- 8.06
II
_
- 7.96
J
B.00t
cur=
a n W a '09°� s.ss T= cur= TC
=
TC = GUT= 8 64 809 II 42 t 6 9
i ¢i N .
ui t 837 795
� + + 9.47 EIP
EIP 9.37t 7.17 EIP
TOP OF EIP
BLOCK WALL
= 12.67
DEMOLITION PLAN NOTES
1. The CONTRACTOR shall remove all pavements, sidewalks,
curbs, gutters, catch basins, storm drains, vegetation,
debris, fences, steps, walls, chimneys, foundations, signs,
etc. (except for the Pavilion building and adjoining wood
deck) within the cross -hatched areas as necessary to
accomplish the WORK as shown on the PLANS and/or
described in the SPECIFICATIONS.
2. The Pavilion building was demolished in the Spring, 1995.
Pavements and other items listed in note 1 in the vicinity of
the Pavilion building and adjoining wood deck shall be
+ t removed and disposed of by the CONTRACTOR.
3. Demolition materials shall be disposed of offsite at a site
provided by the CONTRACTOR. Disposal of demolition
materials onsite is strictly forbidden.
4. All applicable Federal, state, and local laws, codes,
regulations and ,rdina h I
t
_ -
+
I o
I nces s a I be complied with In all
demolition, removal, and disposal operations.
ow
a a%
TC=4.72
ATLANTIC BEACH
MARKETPLACE
I
I-2
_
5. All WORK affecting existing utilities shall be fully coordinated
PATCHES
i
I I
with the utility company owning and/or operating the
C
A
affected utility. In particular, the CONTRACTOR shall
iB
C
f
I.- iv
coordinate demolition activities with North Carolina One Call C = 4.BB
EXISTING C ONCRETE To
BE SAWED AND REMO�£0
m
I =
FLOW= 4.25
Center, Carolina Power & Light Company, Carolina INV.W= 12 5
r
ACCOMOQ4 ANY TO
NEW 5=6"
tm v
1
Telephone & Telegraph Company, Vision Cable, and the
SIDEWALK. ro
m v roil
1 m
Town of Atlantic Beach.
-
ti
6. All existing utilities which are to be replaced DI
p d shall be
@
J.
o
�m i
RIM=4.30❑
maintained in a fully operable condition until replacement INV.(E)= 2.30
?0 @� \
` :`
1� 1
facilities are complete and fully operational.
61
m114
�.
ai
EI1
.y
01
RIM= 447
c
TC INV(N)=2.20
:..5/Tc� w
DI � CB
RIM=4.42 ❑ ❑ TC= 5.05
SSG ��-3 96 �G rC, I I I I WIN G S INV. E)= 2.12 FLOW =4.47
rSy, �' I INV. W = 2.12 1 NV. (E)= 1.67
4 I2"RCP
� I
,S � � a "• � � F r46 I
6. RCPII r s @ T w
BEACH INV. = 2.28 FLOW = RIM = 4.78 TCB 5.17
9a \ 4.42
II riG '`�➢Gp, :..I Se I �4 9• INV..(W�=2.08 15NRCP)-1.42
8 T r ? �"
Q S, Inv. I I ' I GGT �T C = 4.92 ❑
o F121e II I RIM=4.39 DI TC24.72 TC =. 5.17
- S S.8p -`1II II S6p? *riEa q / B S9•;:.C\ •�'-'..: INV.= 2.69 RM 4.58 RIM= 4.02
o 6.85 g? INV(S,NW)=2,18 INV=1.36
S. b. 4.84ASPH ❑ 4.67ASP H rC=5.02
EW' 1 g:8•.TC ': s 4.77 WATER �I
Conc. 5. I l 6p , :38 GUT --- E W - -4'.68 GUT--- -- � VALVE
flume 6, 1 FLO E R S t. 5. 19 a RCP
Sk. I r7 Ovr i 4.82 4.82
tii 15"RCP
DI ,,Q �1 I "RCP I _ _ _-- ----- -62 GUT_
_ - 6.19 TC
TOP=6.82 � =c - � =nT ___- ___ _ __ _.� - �
4.86
FLOW
owlO= 4.93AJ' 5.15 .26 TOP 5.07 t5.15 D
1.82 1 ST3 5.964 I C 5. 6U7 V.(N)= 1.3 5. 31 GU7
-- BOTTOM- 1 I ij iJ= 5.3
------------ 5. 28'C .. • j • - I I I 6.18 T 5. 5 I I NV. S = I.15 G n
T I
---__ -. Conc. 1
F fuTse
5•T8 - _ _ r I 1 t t 4 O t4.88 Q
t5.51 Z
L
.72 GUT 4.43 UT
5.18 TC 4.23 GUT
5. F .09 111 � I 85 5.g8 GUT :. _ .. :. ,.. _.; ... ... �:,.. ... 4.9 C 4:40 7C •.•..
6 y.82 I � 5.29 TSW -' '
11 t rol RIM=4.06 TC=4.86 lj
5 11, 15" C
11 5.08 GU
5.31 E r
11 RIM=S 5 49 OUT I I TC = 5.20
I CRAFTER
5'g6GUC i I CO-OP 4:ICN
ORNER
ERRiM=a.2a
W �\ I I i2" ROP 2.z2
Tc= 5.08
' m I �11q`g5
ATE,, t %,�
E �` J�O.OQ1P•,41q -%
TC 4.94
M* SEAL :.�'" SEAL
•
L -- t 7469 C B
v+ I 1972 '?� L ..'' TC = 4.91
1~m T r i •� FLOW=4.30
w v _" •t y V 'i 'ice '•. f�C�HEE� ••f((,� �� INV y/W(1= 1.95
q 1 ` ••••.••• ♦ r' �'••.u••f �V ,♦� INVIE/=2.00
L L E . ��,.01, �yN DAt�',r� 12" RCP
«tea •,,, reuu►�►�i►
----- ERW--I--'
------ RW-J
REVISIONS
I. 6-19-95 REVISED
t
c a (A
L E G E N D
5-28 GUT Gutter Elevation f
I'
P
I
5-71 TC Top Of Curb Elevation
P
Iro
5-73 TSW Top Of Sidewalk Elevation
IV
.51 Existing Fire Hydrant
-
1n
DEMOLITION PLAN
0 Existing Utility Pole N
1
m
a====___­0 Existing Storm Piping
THE CIRCLE AT ATLANTIC BEACH
C rete Area
PNACP T I hAPRnVFMFNT.
one
Existing Fencing
----Ew--- Existing Water Line
+ Y---ERw--- Existing Raw Water Line
m m rn m m
p o rs = Ilea Top Of Seawall Elevation
m i-
w Under Separate Contract
( Awarded 6- 95 )

o - o ---- 0 0 0 0 0 0 0 -
0 0 0 0
PROPOSED r r r r
ro EOARDWA�K
I PROPOSED i i EA -TIE TO EXISTING CUSTOMER WATER LINT
1 EA - TIE TO EXISTING CUSTOMER WATER LINE
TC=9.50 TC=9.50 TC=9.50 TC=9.50 TC=9.50 TC=9.50 TC=9.50 TC=9.50
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- _- - - - - - - - - =9 50 TC=10.00 TC=10.0TW=9.5 TC=10.00 TC=10.0TW=9.50-TW=9.5 =10.00 TC=10.00 TW=9.50 TW-9.50 TC-10.00- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - -{- - - - - - - - - - - - - - - -
0 TC
Y 8 u II
11
IT'
Ws9.70 TW-9.70 -9.60 TW=9TW=9.70 TW=9.70I
TC=10.20 TC=10.20 TC=10.20�-TC=10.20 TI
v
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I
r $ I o o m N S I m A4 C 1
0 1 °R om ` �mDR� I ;Z C
I ( " 00 0 >,*'wm _U I mm 0 mn D I
(TI I °Z N n _0N o �o<aN D0 � I 0- = m �T I
AqA \\ I I I I ,�� �� om m�I'0� jo o_ I z o /\
m {n mZm m o m ( m o 1
010 I I I S i �' o I m m m N' u� N o m N -0 aR I > E2RFOAPOSE4' SANITARY SEWER SERVICES 1
Z cAn, m m o o< I it rm
SgyngR\ I 1 c m> {tea' N o m {^ m X N N PRFO�POSED f4' WATER SERVICE LYN DA' S
(4 �; A I u w z PROPOSED a o I w z ARCADE 1
\ Fh oovm m o ■ v a 1 EA - 2' WATER METER AND BOX ■ m m Ifi
Fq4 I EXIST ING /
T I ( � N � cn o � � O N
\ �40 PROPOSED I CONCRETE BDUILDING MXZC<i � I $ I _
\ o MH 9-13 I I N m N < -- m o PROPOSED o `�; Z 0 OD
S m I n> az N=�, A o v PROPOSED 1 EA - 4' SANITARY SEWER SERVICE N / u 0 0 0 m I C PROPOSED
rr O o r'r m y O IRRIGATION SYSTEM `D in v{ 0 PROPOSEm MAMA �b wn ® o�Tc.e.65 coluoulrs 10 AND II C=8.40 ooNm 2 EA - 4" SANITARY SEWER SERVICES m . m o o N m o o ® c I 1 EA - 3 4 WATER SERVICE I
{9 n o N o m .
0 I I I CONCRETE REPLACEMENT C hm� will of _ PROPOSED PROPOSED PLANTER CURB m I I� `\ 1 EA -TIE TO EXISTING 1
TC=8.75
�L ITI z n A I TC=8.85 PLANTER CURB I CUSTOMER WATER LINE
:.:.
I , I S NOT REQUIRED m J O' S w N rD TC•8.85 TC=8.45 =7.90
J I C=8.50 IN THESE AREAS. \ J o� o= A n
/ a I PROPOSED n Ocn I`D v �' =8.35 8.35 =8.25 TW=7.95
I o
W tOPOS
EA. 4"
P
{ ED
�a l
3 I _ Y SEWER R C 1 SANITARY u �.
4 SANITARY SEWER
w C
{ { N0. 1 EA 6
........ PROPOSED I = = "D11i
............
m SERVICE PR ED ELECTRICAL TC=8.80 TC= .80 TC 8.60 TC 8.50 W=7.45 :...•.•..• >:...
t.-8.35 SE CE I A 8
T PROPOSED ELECTRICAL T 8.20I ❑:.........- ______-_-------...•................•.................•.,.. CONDUIT N0. 4 -f- ................. ..:..:.:.:.:.;;.;.;;.INV=4.15 I =8.10 -- - - ...... n -- ----- ---TW=8.10 I +a TW=7. Tw=8.10 TW=8.10 Tw=6.10 TW=810 TW=8.00 CONDUIT N0. 5 TW=7.70 Tw=7.80 PROPOSED
I TW=7.80 r PROPOSED PROPOSi PR OSED ELECTRICAL ROPOSED ELECTRICAL 9-11A I PROP 8" SANITARY DI N0. 7
+ DI NO. I o DI N0. II 1 PVC SCHEDULE 40 CONDUIT NO. 9 CONDUIT N0. 9 I SEWER AT O.SOX RIM=7.90
PROP 15" RCP I n o 0 RIM=7.30 o PROPOSED a RIM=6.965 iO r PROPOSED 0 INV=3.73
0.53X n m`� INV=3.8 WATER SERVICE PIPE m DI NO.10 { N = `* CB NO. 6 Iq
•B w - 60 r� TC=6.68 p PL'w PROPOSED If ci■"PL "PL" 'PL' 'PL' n n °�� •PL" 'P' L' PL 'PL" c> t RCP AT 0.30Xw ■ ■ ■ c -BC •BC BL' - -o "BL' _INV=3•j2 "BL" o "BL' "BL"'BL" > 'BL" ■"PL' "pL"■ INV=3.45 PROPOSED 5" TC=8.82
a MH NO. 15 I >~ =7.9 _
d RIM=7.50 PROPOSED PROPOSED 15' RCP AT 0.12% PROPOSED 15" RCP AT 0.12% PROPOSED 15" RCP AT 0.12% I VG=7.15 PROPOSED 15' RCP AT 0.127 ■ PL
PROPOSED 15 RCP AT 0.12R In TC=7.85 TC=8.5
INV=4.05 TC N0. 13 I VG=8.10
I PROPOSED ELECTRICAL CONDUIT NO 10 a TC=7.75
(L TC=7.32 m a AND NO u a. I 0
PROP DROP MH 9-5 I it ✓K�-3'97 w ✓K PROPOSED 2" PVC SDR 21 200 PSI WA R LINE PROPOSED 10" SANITARY SEWER AT 0.281G � K PROPOSED 10" SANITARY S AT 0_�8x `� PROP 10 SAN.
RIM-8.05 _ PROPOSED 10' SANITARY SEWER AT 0.28% _ TC=7.1
INV N =0.00 o PROP M 9- o PROPOSED o M - a F SEWER AT 0.28X VG=6.82
!NV W =0.00 I PROPOSED RIM=7.65 PROPOSED PROPOSED 4" PVC B I \ / D o I RIM=7.45 <
a r ATLANTIC a r L v 1 EA - 8"X2" TAPPING SADDLE a!PROPOSED o fA
INV S =4.40 I 4" WIDE WHITE PAINT STRIPE O a 2 EA - 8'X2' TAPPING SADDLE SCHEDULE 40 0
PARKING SPACE MARKINGS (TYPICAL) INV E =0.56 I o < < I INV E =1.20 CB N0. 5
2 EA - 2" BRASS NIPPLE IRRIGATION CASING 'ac 7 1 EA - 2" BRASS NIPPLE dl G=7.47
INV W =0.56 a o a INV W =1.20 TC=6.68 SCN PROP MH 9-8
I 2 EA - 2' GATE VALVE ec BOX ti 1 11 1 EA - 2' GATE VALVE do BOX
PROPOSED li PVC SDR 21 200 PSI WATER LINE TC=8.05 o r+r INV S =1.50 PROP 8" PVC SDR 21 200 PSI WATER LINE C RIM=6.82
f X 8" TAPPING SLEEVE, = c� 5 / PROPOSED 8" PVC SDR 21 200 PSI WATER LJNE ^ I ^ PROPOSE 24 V G EO k O INV=1'S7 ppOpOs
:ATE VALVE, AND BOX °f ^ I °: 'SL• qh a I TC=7.49 ? �iO.
;UT AND PLUG EXISTING TC=7.6 "SL' r; 11 n D PVC S N
VATER LINE AFTER PROPOSED TC=7.57 n II SC PROPOSED 4' PVC S HEDULE IRRIGATIO CASING tl PROPOS 4" PVC SCHEDULE 40 /TC=7.90 _ n S� I 'SL' q �t
o -� IRRIGATIO CASING TC=8.32 TC=7.90 PROPOSIR IGATION CASH GUI TC=7.65 POSI 0 C qRY FIy INEANDSERVICESAREACTIVE. _EW -- -- - -- �- - - -- -- -EW- --- -� - - -- --- -- -- - --- ----- -- -- - - EW- -- --- -- - -- -- - �- --- - rc=7.12 \\ S Fq MH995ED
40 PRO CHEDULE 40
=7.32 $ PVC TC=7.� T 7.80 - - - - - - - - - - - -E - - - - - PROPOSED 8" PVC 4T RIM= 8.10
LLJ a I o - - - - 6� TC=8.12 C= .12 I II TC=7.82 TC=7.82 0 SDR 21 200 PSI \ \ �2e>b INV=1.77
°D n VG=7.28 TC-7.90 \ VG-6.82 WATER LINE
\ ro = o TC=8.00Z11TC=7.45 VG=7.2 TC=7.80
a VG=7.07 = .25 TC=7.40 PROPOSED C=7.6 C=7.95 � PROPOSED TC=7.75 .1 C=7.60 1 PROPOSED \
f a < TW=7.5D \ PROPOSED
\ CB N0. I4 CB N0. 12 PROPOSED CB N0. 9 a \ 3 EA. 8 45° BEND, DI
/ 0 2 a a PROPOSED 4" PVC ----
1� o N 3 I PROPOSED 4' PVC SCHEDULE 40 TC=7.00 ABANDON EXISTING WATER LINE AFTER PROPOSED SCHEDULE 40 TC=7.40 1 EA - 8' X 6' TEEI DI TC=7.00 ABANDON EXISTING WATER LINE AfZER PROPOSED \ I EA. 8" GATE VALVE 8 BOX
IRRIGATION CASING INV=4.12 LINES AND REPLACEMENT SERVICES ARE ACTIVE. INV=3.97 1 EA - 6" GATE VALVE k BOX INV=3.75 LINES AND REPLACEMENT SERVICES ARE ACTIVE t� 2 LF e" STUB OUT
a - N I � IRRIGATION CASING TW=7.80 VG=7.1 / 1 - FIRE HYDRANT TW=7.60 TW=7.95 TW-7.70 TW=7.67 \ T AND 8" PLUG
SED�SAT VG=6.99I TW= TW=7 60 TW=7.80 r- -�--- TW=7.80 TW=8.10 G=7.17 VG=7.08 /� yl
2.7196 v \ 8.12
PRO o i PROPOSED _ / 8' 1 PROPOSED 4" PVC v
_7
PROPOSED 48 PROPOS
REMOVE EXISTING HYDRANT ED
E RANT
=7. 3 - m T TC 5 I = .3 �l STANDARD HANDICAPPED /� 4' TC 8 2 \
PROP ', TC-7.3� ' / U 40
- I Y C
SCHEDULE
a - 1 SANITARY SEWER SERVICE
TW 7.60 EA 4 $ ACCESSIBLE HANDICAPPED
D TO OWN R
VAN ACC LE
ELVER E PROPOSED IC 7.62
PARKING SPACE SIGN E
MH 9-4 TW 82
' o TON CASING ED I- � IRRIGATION C � pOS
RO J /
- TC�'7.3 I CB N0. IB / /-� PARKING SPACE SIGN P l�
(� :pRdP�blSO. y';?PKC':'>:: SPILLFACE CURB
V J I TC=7.40 ............. ''` : '. TC-7.�0
�4 SefiEAC1lE i0' AND GUTTER
Q PROPOSED I FUN INV=3.9D \ rc
CB NO. 17 =7.50 1 �........::. \
\.......
INV=4.25 BOATS \. , CHANCES R ARCADE '`:i]a:•.: o..... PROPOSEQ
A Y• - qT O C-7.50 \ 1 EA - 8" GATE VALVE &BOX
z WHEELS
n
Rr
A IN
SERTED NG W IN EXISTI R 'C ATE LINE
8C
0P P I O X ROPOSED
2
R
Z 4
0 CB N0.
0
P
0
5
E
Pa POOLS c> rc=7.30 _ _ _ _ _
INV=3.25 �LG ------------
=--- - -
m W EW
6" PVC
EST
---- ..
EW (Tl N 2 HP=7.38 \
�TC_7.78
''`CT ''` DRIVE
.:..................... .
.
ROPOSED
EA. 4" SANITARY /
SEWER SERVICE O PROPOSED IS" RCP AT 3.28 X /
I
m
d / PROPOSED
TC=7.30
.76
I / HP.7.38 / / / NB =4.76 q
r
_
.CR��:� = �, �� •QOEESS1pN"/�9
co
' / / // ©' SEAL , ; SEAL �••
Tc 75 L E G E N D 1972 = -*+ 1 7469
cr
CONCRETE REPLACEMENT �// %,� • ••� ��� 9 •, fjj Q :•�
N I /:::: :? REQUIRED / �,99 �•'••.....• ,� �, %• •. GiMEE •' ��
/ Mil LL E • N �,r ., �•.......f �,
/ / / ...:.::a:?::::5' `::: IN THIS AREA. jrNOr��L
...... / / / 'fffUlllllli��►, , �,ffff ff 111111►►►►►�►',`,�
w I<
I� // / / / r / REVISIONS
N I FUN ' /� / / /�
o / 6-19-95 REVISED
WHEELS
❑ i i � \ \ \ // // /r/ /, ,III / /
I / SITE PLAN
I� THE CIRCLE AT ATLANTIC BEACH
I BM / // // ,' �/
� �NAILINP/P PHASE I IMPROVEMENTS
ELEV=8.55 / / / r ' / / / , , � CARTERET COUNTY, NC JUNE, 1994
/
° rROPOSED I
o � MH 9-3 , , , o McDAVID ASSOCIATES, INC.
/ / / , /r // Engineers • Planners • Land Surveyors
1 I �0 / r/ INC, Ift r �/ ° Farmville, N C. • Goldsboro, N.C.
1
m
■
SHEET
DWG, BY RMT / MTYV SCALE 1•• _ 20 DATE JUNE 19, 1995 C-4 O F C-17
I

tiw
c-0
cyj
a'_ n"
SO 10300
WALKWAY
SEE LANDSCAPE
ARCHITECTURE PLANS
24" CURB a GUTTE
14 -0" t
WALKWAY
SEE LANDSCAPE
ARCHITECTURE PLANS
24" VALLEY GUTTER
14'-0" t
WALKWAY
SEE LANDSCAPE
ARCHITECTURE PLANS
24" CURB a GUTTER
2-C -`__ III-0"
2" BCSC, TYPE I-2,
210 #/SY
�` •- SLOPE I/4 PER F007 SLOPE T 14"
TYPICAL SECTION - ATLANTIC BOULEVARD
EAST DRIVE TO EAST BEACHWALK
3 �
a
a> ?w
wV)
Q4J Q)j
4'-0"
2'- O-- I I 0
2-0"
STANDARD CURB 8 GUTTER
4' 1 4'
- 0"
6" CABC STONE BASE
2" BCSC, TYPE I-2,
210 #/SY
_ .--SLOPE 1/4" PER FOOT SLOPE AT 14" PER FOOT
TYPICAL SECTION - ATLANTIC BOULEVARD
EAST BEACHWALK TO WEST BEACHWALK
0 �
uOz ~
r� > W
acr W(~n
4'-0"
II' - O"
2" BCSC, TYPE I-2,
210 #/SY
.--_SLOPE 14" PER FOOT SLOPE AT 1/4" PER FOOT-.
TYPICAL SECTION - ATLANTIC BOULEVARD
WEST BEACHWALK TO WEST DRIVE
TYPICAL CURB a GUTTER END SECTION
26' - 0"
6' CABC STONE BASE
2-0�_ 10'- 0" t
WALKWAY
SEE LANDSCAPE
ARCHITECTURE PLANS
24" CURB a GUTTER
2'- 0" - 10' - O" t
WALKWAY
SEE LANDSCAPE
ARCHITECTURE PLANS
24" CURB a GUTTER
13, - 0 ----- -- 2'- 0 --- I 0 - 0 , , t
2" BCSC, TYPE 1-2, WALKWAY
210 #/SY SEE LANDSCAPE
ARCHITECTURE PLANS]
-SLOPE 4" PER FOOT MINIMUM
24" CURB a GUTTER
6' CABC STONE BASE
24" VALLEY GUTTER
SCALE: I" = 4
TYPICAL STREET SECTIONS
-c
_w
1CONSTRUCT!CN
JOINT
GRADE
POINT
3 ..
14
6 16"
I
24 SPILL -FACE STATE TYPE CURB & GUTTER
4.� 4 -
CONSTRUCTION
I JOINT I
TYPICAL CURB & GUTTER END SECTION
A
2411 VALLEY GUTTER
CONCRETE SHALL BE
NATURAL COLOR.
SO 10300
CONCRETE SHALL BE
COLORED TO MATCH
TYPE A PAVERS.
SIGNS TO BE REFLECTIVE ALUMINUM
-� BACKGROUNDS - WHITE - —
LEGENDS AND BORDERS - GREEN
RESERVED WHITE SYMBOLS ON BLUE BACKGROUNDS RESERVED
PARKING PARKING
12" X 18' 12" X 18"
R7-8A I R7-8A
i
I
MAXIMUM VAN
12" X 9" 12" X 6"
R7-8D PENALTY ACCESSIBLE
$100�
MAXIMUM
1R7 8� PENALTY
100
FINISHED
-TANDARD HANDICAPPED
PARKING SPACE SIGN
1" = 1,-Cr
FINISHED GRAD
VAN ACCESSIBLE HANDICAPPED
PARKING SPACE SIGN
I" = 1, o"
p HANDICAPPED PARKING
_SPACE SIGNS
STANDARD 24" CURB 8 GUTTER L B SPILLFACE 24" CURB 8 GUTTER 16" VALLEY GUTTER E
10*.~ONOIM*S*OO*o%W%04wwlvor,�,"1(0..-,-",—i
�,iirrnrrrr►rrr rinrUr
p,SSOC/ql%, CAROB``'%
�.
SEAU `
SEAL
1972� 1469 y
`JrJr111111 U���`` ``,JJJJJJJ1111',ii,��
F
CONSTRUCTION DETAILS
THE CIRCLE AT ATLANTIC BEACH
PHASE I IMPROVEMENTS
CARTERET COUNTY, NC J UNE, 1995
McDAVID ASSOCIATES, INC.
— _—� Engineers • Planners* Land Survevors
INC. Farmville , N C • Goldsboro, N.0
DWG BY
SCALE AS NOTED
DATE JUNE t9 , 1995 SHEE' `-_12 C F C- 17
I -