HomeMy WebLinkAboutD-126903OATUM� RCAJ
BENCH1-MAW fOCATLOA -f
EAJT J WEJT PROPCRTY
CORNER MONUMENT)
(Jill PLAN BELOW) :. CDOZfJ /�I1r4ZE.•C_.
L aCV-101 JIX N _ E
T/YTERJZCT /ON AMA' N/A /74, 3B6. SZ /, 660, 333. 70
/YEJT -MD IeRTY CDR NSA /74, 420. 48 /, 6S9 5-9-57 47
SCALE; X-50 EAJT PROPERTY CDR N/A 174 417 33 /, &6 0, Z74 76
CENTER MH °> ' Ot /9'
i CENTER
1%1112 MiMM 00 174 4SL ZS !GS9. 436 88
CENTER M// 13 of &" 3 -3483 /74,499.69 65976570
NOTE: it shall be the contrxetm,'s CfiVTER/>H"'4Aoe x'72' 7-3983 774,44783 7,660,[6370
espons ibi l I to determine the clear- '
of overhead power lines prior to CENTER MH dS on x'60" Bt0773 174, 4.s3. 7J /, 6(101236. /3
construction and it, comply with all 4PT AIJ1e`64 - - -- 1A166. 72 1748//. /D /, 660,235, 40 42C
The power
safety rotle reyuircmonts. pow
line clearance info.mation 9111, EX /JTA7fC11 CMP --
hereon is for the Contractors Ron AT CONNECT /ON 72.119.31 174, 87L /Z /, 660, 306. 95
rat information only Clearances
n shown are calculated elevations based
ond, tions xI time of field survey - _4f1.' L'Lf.
andc,of direct measurements.
0 =;6MR /NC GoC.4T /ONJ � ��f.PNEAO
POfYfR G /NfJ
OYfRHEAD � - ,[�lrsgsa. is
1 POWERUNES (TYP) - _
�T 41T59
MHd/ t I E�cozz3-cT=
GUY W /RE
M/!dZ_ ��� - - /r� 4/' C 'RANGE - - 30'CCf.AAR,ONCE _ �� ZB' CCEA�PANCE C4 \2'CLEAi4ANCE _ - y
- NB9_94'01 "W
-�t9 +, _-
P' 4V m� I L
--
f/�'�� �lYEJT PROP -COR _ "' -
_8 -YO/1/ V1Z1,46f PGACE
BORING & OVERHEAD WIRE, PLAN
CONROLA Tai° of sEAe
SCALES'f(1
-.. 6COC7fOUT AREA _
//NOCS'OUT FOR FUTURE ENO --
/ /8 CDNC ,1D
ANOlr1f,XT fOR f&1rh1V /B "GONG
_16079W - /B" /W '0 MH 9 oRA /N dlvCX ODT --
,B• cDNC fo 2 )P/ / e 2�?i ACCEJS aBM�E �yroiH Df rNOC�
v /s P �' o//rAao�f- Er1z�D
Vic. / ; tl`i 7v rMR DPwALE- �'
t
- -
' _CDNC J19
CONTRACTOR TO
LOCAT /ON-
JEL: NOTE -JT77 1
M -; #_:�
i
- - -MP
N8 °5827 E
- YN - 5I
t
riy� N
CONNECT /ON.
Ok �JNOP. F./Br47CAlED
CONNECT /OA/ fOlCl2'CJMP
TEPJ POlYfR DUCT) - V- ' W4A -JTEPJ
7oP fE • Z47 CDNC JD
i
CT OEPTH /2 I'
1 ACCEJJ AeMVf
RNOC/fOUT fOR
,g CONC JD
24 "�ACCEJJ Ad0!/E
72 Q //CP
/41 "� MH JTA Dt00 _.
y�lgY.4CICTlFJ Awf/E
IrwanY 0//7 AM/f fUT//RE
// 72 "RCP
I NX'4 2
96.0
D
42 In
�
Oi
L
181, RCP
17.7
{;✓Nl•����Bpf4 �S
w /CIP Base
O H
DI
01
420
>`I
�
18" I n (E) 19.62 (Grate A
42" Out 18.62 Slab)
I
48 In
PTOP COW rarfrov
� tAJT <. - �Z11 %
- TNTERJTL'T /ON MO.i!�
.fill NOT[ LO THLJ': J//EET �C -
EX /JT 42" / F1 "RCP fXTENJ /ON
t
riy� N
CONNECT /ON.
Ok �JNOP. F./Br47CAlED
CONNECT /OA/ fOlCl2'CJMP
TEPJ POlYfR DUCT) - V- ' W4A -JTEPJ
7oP fE • Z47 CDNC JD
i
CT OEPTH /2 I'
1 ACCEJJ AeMVf
RNOC/fOUT fOR
,g CONC JD
24 "�ACCEJJ Ad0!/E
72 Q //CP
/41 "� MH JTA Dt00 _.
y�lgY.4CICTlFJ Awf/E
IrwanY 0//7 AM/f fUT//RE
// 72 "RCP
I NX'4 2
96.0
None
42 In
�
Oi
L
- {Y /Z9 "ACC'EJ,IfA.cP07'E ✓f _
J7EPJ ,�I - l?"RC.i
M_ H# 4 �1` �` e
\VI
60x91
CMP
-I' REMOUf AfTER
'� _ CONNECT /ON
M_H# ~ I I 24'ACCEU RJTEPS
(/Nf 112EXLrr /sRCP
F/ECL7 LOCATE
NO
NOTES
1- All sediment and ot. - the t g 60 -inch
x 42 inch CSMP culvert 'tell b' d a d d..l _tl of
pt for to malting Conn ..tion to the new int, cepto,
sys Lou.
2. Manbole 1 shall be Earn isbed with a asL -in -place concrete
base to permit maintenance of £low i, the e .sting
42 -inch D concrete drain until Lill of connection Lo the
new interceptor system.
3. 11anholes 41, 68, and 6C may be furnished with either cast -
in -Place or pre -cast bases.
4. Over e avation below normal foundation (bottom of bedding)
level and backfill with foundation and /or bedding mater-
ials is required 1'oi' non -pile supported pipe and structures.
Re ter to the specifications.
5. Manhole covers shall be of the non - locking type..
6. Ground wat 1 15 are seasonal maximum levels may be
d at Pl. t on 25, from Station 0 +19 to 1 +50 d at
Elevation 26 along Lhe remainder of the alignment Con
tractor shall take precautions to p .... nL flotation of
p,pes of manholes. Any damage c a sed by Flotation hall be
repaired by the Contractor aL noadd it ional cost to the
7. Prior to con ts e ction of existing drains to the new w system,
approval for connections shall be obtained from the Owner.
8. All manholes shall be furnished to supp -L H-20 loadings
9. The debris barrier shall be as shown on the plans anti in
the Special Detail pt that the bar.' 1 11 he
fabricated t b bl (rather than s d) and
equipped with p ll'ng /1 ft g eyes to all al by
light const L'on equipment (i c , backho ) if conditions
require
10. Field 1...t th. Type 27 catch basin at CD 2 to allow
ect, on f 1L ' nch RCP extension to 42 inch RCP eaten
slop Set finish elevation at existing ground elevation
MANBOIE
TIDE
MANHOLE SCHEDULE
PIPE KNOCKOUTS - FUT. DRAINS
INTEf1I.. SUMP INV I FIN GI
SIZE DEPTH SIZE ELEV PLACE PIPE ELEV ELEV COVER
1 APIVA Type III -96
96.0
None
42 In
16.7'
N
181, RCP
17.7
25.3
w /CIP Base
.3�4 °fd FRAME
CB -1 APIVA Type III 84"0 3o' 18" Ir(N) 18.7- None 24.4
420
16.7T
18" I n (E) 19.62 (Grate A
42" Out 18.62 Slab)
48 In
16.7+
.fill NOT[ LO THLJ': J//EET �C -
EX /JT 42" / F1 "RCP fXTENJ /ON
2 APIVA Type III
1.44 "0
None
72 In
17.5 '
N
1.8 RCP
19.8
26.0 (S)
48 Out
17.50
S{V
72" RCP
17.50
25.9 (N)
3 APIVA Type V
Plan
None
72. In
18.22
Lone
1,3 4A,4B,5,6A 24 ", APWA Std. Plan No. 42 /s to Lt, covers
40
72 Out
18.22
4A AIDVA Type II
144 "0
30"
60 In
20.09
N
18" RCP
21.3
29.5 (N)
42' In
19.37
29.5 (S)
72" Out
19.09
4B APWA Type II
84 "0
None
4'L In
21.14
Non.
29..5
12 In
'
24 13
42 Out
19.50
4C APWA Type III
48 "0
None
12 In
24.2+
None
29.5
12" 0uc
24.2*
5 APIVA Type V
Plan
None
60 In
20.36
None
29.0
40
60 Out
20.36
GA Precast Utility
10111'
30"
60 "x42 In
22.64
N
18 RCP
22.9
31.1 (N)
Vault
x16'L
18' In
21.14
NW
18" RCP
22.9
31.1 (E)
15' In
21.14
SIN
18" RCP
22.9
(Top Vault
60' Out
21.14
Slab 29.25)
rMA /N-�--
EX /JE -�--
--T ft- AMIACEM A17
3 °MAX- J /.4C /N6
6B APWA Type I 48 "0 None 18' In 19.8_ 30.0
18' Out 21.44
92w CJMP J/B "CJMP- -{ I C/MP AJ REQ O FOR :.
OOTS /DE Of
6C APWA Type 1 48 "0 None 15' In 21.6' 30.0
/2 "RCP EXTENS /ON rl I /N,%'TACLATTON ••
/CULVERT
15' out 21.6_
19ORTAR :rB °JTOB _:
C.4TCHBA9 /N ✓D /NT
.3�4 °fd FRAME
CB -1 APIVA Type III 84"0 3o' 18" Ir(N) 18.7- None 24.4
t-�
EX /JTf1 "RCP "- ".
18" I n (E) 19.62 (Grate A
42" Out 18.62 Slab)
.fill NOT[ LO THLJ': J//EET �C -
EX /JT 42" / F1 "RCP fXTENJ /ON
--Nate ••..,ecor :.,o oae b-1 efts
th- y%P necv< r t /ry h d .sae
" °.Y
RCP -�
a =_ j
FRAMES1 COVER; & GRATE SCHEDULE
TOWN CONCRETE P /Pf
7YPE 17 DR EQUAL %✓� __ __.
-
Jff NOTE TN /X JNEfT
-
MANHOLE DESCRIPTION
JOG /D COYE/5'
1,3 4A,4B,5,6A 24 ", APWA Std. Plan No. 42 /s to Lt, covers
-MANHOLE. SE;CTJOfNA_L PLANS
I
rPI�' V-1 EW-D MOWS BARRIER 2 24", shallot type ter thin e1,b, slotted covers
na aCSi.a 4C,6B,6C 24 ", APWA Std Plan No. 42
y(/ s A ,�` _ CB -1 24 "x24" cast iron inlet, APWA Std. Plan No. 49
FIJI �.IA-/. lu �f%tf'Ri -�'/7.
APPROVED DATE
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DESIGNED: G. GR /MM
DRAWN: MIS
CHECKED: Al I° /NE
REVISED:
63900/. 2
SHEET
2
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- II
1$O 0477 24X