HomeMy WebLinkAboutZ-10277 114 Overlook Dr Site PlanSITE LAYOUT PLAN TfJLLE , IC
TITLE
JUNCTION Box
61 N ROADWAY
Manhole Forme k Cover
j6 at 6- D.C.
Each Way
JB Tap
1 1/2- J
n
•
12- Mae DIM
From Step
OR
PRCIADE 1/2-
1/2 WALL THICKNESS
BEM DOWELS
(a- WALLS)
at 12' O.0
MINIMUM
EMBEDMENT
DF 6'
TN. a E*,U% aWt Swc,w.
NOTE Jundion bow top may tw held P.1- ACHMA
Surface ok manhole cover e.tended up 0ueh wIM
pavirg surface.
1 1/2-
TYPIGL
3' —r
S" WALL -KEY DETAIL
TITLE
MANHOLE FRAME h COVER
7/8" SORDER
2 CONCEALED
rORrypQ PICKS
f.�i F tlL.
i4 1/2'
I
i.'
25 5/a-
MTR
1. RNI MM WDOLCD NRd9kTti FEAYWD 90AM
MATERIAL CAST GRAY IR�ASMWA-411,
RAYAS
900X lM By DIMM
'CLASS
FlNISH: NO PAINT
EAfR [275-2/} R71K IBM LEMPA, OR APPRIM
WEIGHT: COVER 110
EI><1ti PERFRAME
133
U
Z
TITLE - -
Neue Dols
HEAD WALL DETAIL la Z
W ry Y
a
� "0
W a
Z u to
0 D Lytt PIPE OR _�� L9
PIPE r E r+ s B z
L U m m
,
J
12- l I? f •.� I I o
+ c ` n U.u: A. c n
:vn I I I I
L_-.-----------
FRONT ELEVATION 2 MIN
uj
le 65 BARS 11 'I I I
BARS O 1 0 2 c Bo14 WAYS
�j P6 BARS a 121 w=2 . 0
I1 } ! O.0 BOTH WAYS PLAN VIEW30N
1
5- M:h_
UNDER F!FE -I f
6- IOq p.7D. L'r
2-111 4 �.S SECTION A -A I rE -OR D-72 OR LESS
12• ` /II C- 109 D=OVER 72-
_' • "�' 04 BARS 12'_
.K Ir 901H WAYS
2'
I
SECTION 9-13
TITLE - W
END SECTION hfuf Data Ian
RIP RAP PLACEMENT
f DOWNSTREAM END Q
�LrIT+f' QZQ
Y
O Q
pipe OwCdl III Plat Area, w U
No NVeN.de! !Channel It 0
WW
J
]d A _ A OIle
1-
J
r
r
IAA
Lg
u
SM•+cr' AA A i11a'
Ape wpe! fo WafHdafa,ed Notes
CJlannel
1 L. is theM r W the np�ay apron
Please sre dayn d.IpW length
D " 1 5,alw, rr mao—m vane
dometer bul not lass than 6'
A A 3 In a well_defined channel "end the
..� apron up1I. inF•vAK LI ee en
ale.th, rl A'yaf:,a rrom�rWnn
talMaler depth of to ale top of the
bank whitlrever is less
plan 4 A fiher Wankel or filler W,➢ MarA]
be Installed between Iheot-pAod
-I fouroabon complying with
AASHTO M2da
1 a y E1eaw soo earm Pw•AD iv lyo:ny
Sw�a AA
s 1e•
- PROJECT NUMBER
IL SHEET ISSUE DATE
01-29-2026
PAGE TITLE
SITE LAYOUT
PLAN
Y '0 SHEET NUMBER
ci