HomeMy WebLinkAbout97-96.16T C.= 87'.58 T.C. = 877,58 T.C. =877.9
+� T.C. = 877.85 T, C.=878.8 T.C. =878.38 T.C. =879.7 T,1=878,5 T.C. =878.0
NE��1 NEENAH I NEENAH C. =878.8 "
R -4342 NEENAH NEENAH NEENAH NEENAH NEENAH NEENAH NEENAH
R- 3501 -N ` R- 350, -N I 1 R- 1772 -A R -4342
R- 3501 -N R -4342 � R- :;501 -N , R- 301 -N R- .772 -A � ;y
� 1
� 4 I
�.t PROPOSED GRADE (TYP.) i
EXISTING GRADE (TYP.) , r EXISTING GRADE (Ty!".)
COWACIID GRANULAR I COMPAACTED Uwe \ PROPOSED GRADE (TYP.) I CKRLL 11 BADTILL (TYP,) t Il
--
15' IN FROM S.W. 0 875.36
875.57 875.57 875.9
- ' - 1. I 875.67 �: B' SAKI. 6 474.4 s I I I 875.36 875.36
1 876.02 Lj
875 q3 i 875.70 I
874.79
CONC. CRa�E 72 873.86 874,51 874.51 i
LJ
,:. 3. j i o I se
873.23 i N j 100
872.61 I °
° r cD I \
21 OuT TO '�.E. 0 875.36 °i ;
i ( I ! 282' OF 21' RCP ®0.30 ,o •
rn I i a I
L_j oo
°
x ¢ oo w m ac v ( I c ® r I co N n
® E5 'I r-- " ® �w O •a of co, I v
■ N w r • to ELI- cm U 'r. `2 a i � � ,_ I Of �
_ v� (/� 3 cv co ! ��pp i
(n I '"' W V J >z I • I r- , O I Z `''� O Z Z
` ao _n O h i U 1 W W i �p I p
r r O I N .` CN
Lj
'x = -oo Ij (y ~w Z ` i Cl ? O O
I 1... O • I cJ '" W; I w I = 1
i J F Q l/% 3Q W Q I _ LW i.L 1 Q az
a -w LL. i J ? I N • I l./) -1 1 o ', Q Z f
.� Ix • j N JOj� ._ O tJ , _ z' co N I iQ • I� 3
O� w Z O CC �_ n Z OU ¢I I pp
W m� j Q r i O� x i I 1 `ice �i 4- j z
p� loo oo Ica I °oI z �� <i cnnl o %g I ° a r-
+ i o o
+ DATUM 860 ! +
f
I
D TUM 860 DATUM 860 ; °°
i
4x00 1 +00 2 +00 0 +00 +00 2 +00 3+00 4 +0', +OU 6 +00 7 +00 B +GO
O +x 1 +CC
PROFILE THREE PROFILE TWO ( SECTION B) ( SECTION A
PRCJFILE ONE
NOTES:
( SECTION A ) (SECTION A > 1. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO
I
INSURE PROPER OUTFALL COND17ONS.
2. ALL STORM DRAINAGE STRUCTURES (iE; MANHOLES, CURB INLETS) SHALL HAVE
POURED FLOW LINES AND BENCH ',NA -LS, THE FLOW LINES AND BENCH WALLS SHALL
I BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JO.f�TS, LIFT RINGS AND PIPE CONNECTIONS
I WELL GROUTED, TROWELED SMOCTH AND BRUSH FINISHED.
STA, 7+46 STA. 8 +62
4, OCCUPATIONAL SAFETY AND HEALTH ADMIN'STRATION (OSHA" STANDARDS FOR I E1Vv OF P;PE
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL TYPE A NL =T
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. STIR # 854 \ VV STEE� .ND SECTION
STR.# 855
s 5. IN ADDITION, EXCAVA -IONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE i NE
DESIGN OF A TRENCH SAFETY SY'ST=V 9Y A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CCMPLY WITH THE
I ABOVE STATED REQUREMEN TS.
i
i
I
I`
I
_ I
�O
L
clQ
i
M
I
V �
;
o
c
` o i
U
N i
� I
J
J !
j
I
` > i
F- t
s
J Ifl
W I,
O
S '
CL
ai
T. C. = 877.58 T. C, =878.0
NEENAH
7RN R -4342
tj
I
OPOSED GRADE7_kSTiNG GRADE (TYa.)
12' IN FROM N.E, 0 875.43
875.93
875.43' 875.61
i8" OUT TO S.E. 875.43 a. °D
n n o
v
o
® I I Q'I
If U
m U
z
-
u s � Q
< i c
=y W
W
Cyl � I
0
+ +
is !
DATUM 860
PROFILE FOUR
( secaro,v a
STA. 2 +04
MANHOLE
STA. 1+76 STR.# 851
MANHOLE
STR # 850 1_;
PLAN ONE
STR. # 845, STR.# 849 - STR.# 855
STA. 6-40
,r - -
MANHOLE � °°
STR, # 853 W
\ - -,
r
O +OC PLAN THREE, \ o
THIS SHEET \ �,
*20
208 *207
211 ; �
205
210 1 2
*216 215 214 213
NN *�12 I \ ,
* 7 I i
eR00K
DRS / I
I✓
( 1 - 15' D.0 In J. dc u
*221 ' 't C. A.,�_/-" -
I S 7 32' N 1- S 73'40'44' N' 1~ t 700'
6•+T,N��US() SEMINOLE
'-
I
I I
i
� I
*222 j
I�
,
*223
STA. 0 +00
MANHOLE, STR.# 845
= 0 +46 PLAN ONE, SHEET C701
I
20V
` S 6' _ ------ ---- I -
STA, 0-I-18
BOX INLET
STR.# 857
0 +00 PLA114 FOUR,
TI.-1S SHE�ET
STA, 0 +40
TYPE "A" !NLE T
204 STR. # 858
e -
;' -15_6c U.E. _ ---, C, I STA. 1 + 54
2 8' N RlW \ �r
.V ( I I I W o vP „
A
T
. L" * 20 i 20 STR. # 859
R W
a. It *193 200 ►! '
i *192) *194 x +� �' I �� I �, ��
/ _ ; I, �N *203
*191 / 1 r ; �� !"
it
0
o X % STA. G +60
STA. 3 +58 _ - -1 2
/i„ INLET PLAN FOUR
oe B i E" I
MANHOLE, STR.# 852 �` ,( y STR. #866 I
G +OG PLAN T'1y'C, THIS SNIFFY I ��� I STA. 1 +68 STR STR.# 858 &STR.# 859
- 183 177 TYPE "A" INLET
195 1 JUPITER STR, #867 (SECTION A )
*199
STA. 0 +94
MANHOLE
STR.# 849
PLAN TWO
STR.# 852 & STR.# 856
( SECTION A )
STA,
00
TYPE "A" INLET
STR. # 856
PASS
s•
EXIST. SECTION FOUR 61 sm CmTImUm (Tr.)
196 �
197 --
198 PLAN THREE
,
STR, # 853, STR.# 857, STR.# 866 & STR.# 867
( SECTION A )
0
0
V)
o!i!
crj I
� I '
Imo; I
I
I I �
1 I
! i j
p I
I
d j
Z
V
0
0
I �
N
� rn
Ln Ln
I Lo
r
M
I
W rj
U
X
O Q
0
N O
W N
to Q
z
-Q
cz
N
00
~ C
W z
Ln Q
Lo E
z
in
°� pit ail
f
W J o
o w
of cr,
cl-
too Z
W Q
�
�
4Q cl-
� LJ a
r �
W LLj
Q�
o °
W
U .. m
w z
G tJ a
cy-
, r ±
S'-1 `t i
C7021
I^;
I
V)
o!i!
crj I
� I '
Imo; I
I
I I �
1 I
! i j
p I
I
d j
Z
V
0
0
I �
N
� rn
Ln Ln
I Lo
r
M
I
W rj
U
X
O Q
0
N O
W N
to Q
z
-Q
cz
N
00
~ C
W z
Ln Q
Lo E
z
in
°� pit ail
f
W J o
o w
of cr,
cl-
too Z
W Q
�
�
4Q cl-
� LJ a
r �
W LLj
Q�
o °
W
U .. m
w z
G tJ a
cy-
, r ±
S'-1 `t i
C7021