PZ - Public Utility Plan � I I
Sheet Notes: F-&2;4
i I 1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE
T H E
PRELIMINARY IN NATURE AND INTENDED TO
l SHOW THE METHOD BY WHICH NECESSARYUTILITY SYTEMS CAN BE CNSTRUCTED TO
LAND
SERVE HE PROPOSED DEVELOPMENT AND ARE —� GROUP
SUBJECT TO CHANGE. PRIOR TO
CONSTRUCTION, DETAILED ENGINEERING PLANS
i IW WILL BE PREPARED FOR REVIEW AND APPROVAL
coLO
BY AGENCIES HAVING JURISDICTION.
I
- - - i
70 Water Keynotes: �
\ 15"CMP IE:2652.8
12"IP IE:2652.2 2 4 _ _ _ 1. INSTALL 8-IN C900 PVC WATER MAIN, FITTINGS
- - - - - _ _ - IL —X ° • -3� 93 - - '''� EG 03- - - -13 - VALVES AND OTHER REQUIRED
�- c 3 EG EG S00 08 32 E 980.83 �6 �--- - - - - - - / APPURTENANCES PER ISPWC&CITY OF
aalo G26S4_ - - - - EGA 03- ha- ` y_ C� - 3- ;?3 MERIDIAN PUBLIC WORKS REQUIREMENTS.
S64°07'46"E 23.82' 1
fl5f-C�P I :2 52 7 x x 5 l � os 2 TOONNECT TO EXISTING S APPROXIMATE LOCATOR MAIN STUB AT
4 / - - ELEV:2653.11 I 451ROW
- - - - - - - - -2653- - - - - - - - - - - r5G
_ 3. INSTALL2" BLOWOFFASSEMBLY(FUTURE
- �l I o W WATER MAIN EXTENSION) PER CITY OF
EVE PE 0 D �� x ATEL OM EASEME TMERIDIAN SUPPLEMENTAL SPECIFICATIONS
CEP ION 19 &20 I os STD. DRAWING No.W13.
4
/ 10,�P / - -2653- J // / - J ® I I 4. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN
/ F I I SUPPLEMENTAL SPECIFICATIONS STD.
rN1e4 / 1 IE5I J o cn DRAWINGS No.W8,W9&W10.
Q�2 / I I D
�ACHD P ASEME11 \ o��OS Sewer Keynotes: �O
/ ® X EXC 7&20 I I
1 I I �, 1. INSTALL 8-IN SDR-35 PVC SEWER MAIN PER
C„ I I• ISPWC&CITY OF MERIDIAN PUBLIC WORKS
REQUIREMENTS.
W
2. INSTALL STANDARD MANHOLE TYPE A PER
/ 2"CMP E:2 // ° /� ' ° - - C 2 ISPWC SD-501.
- -2
E53- A
"CMP 1 . 651. / / N
/ ® STU R � \ 3. CONNECT TO EXISTING SANITARY SEWER �
SS S S MAIN STUB, MATCH INVERT ELEVATION OFL1 ■�
2 I II y.: s 2 3 � EXISTING PIPE.
SSMH
� RIM:2653.68 4. INSTALL STANDARD SERVICE MARKER PERCD
s p p �
I I \ pNq 8"PVC IE-STT2629 0° ISPWC SD-512.
a�_y G EL FIE 0 4
4 \� �� 6" PVC IE NTH/STH:2629.80
a , r 4 ® I I I �' Legend:
owe
U) AW y
1 HI H OL PO ER LIN /POLE i II I I \\ o �„ WATER MAIN
W W - -I�µ W�'�' ` - - ��W��W W W W W W W W W W W W W COW W W W — �n t�
SS SANITARY SEWER MAIN Q
1Od
2 _S� ss WI S N 0 R T H 2 _ i I SEWER MANHOLE
1 2 1 7 0 E 0 E AN o � II W � FIRE HYDRANTCA
4 PC W �
� E CE 0 E&20 �
® WATER MAIN VALVE
E51 \� I ® p M C
V \ w S BLOWOFF HYDRANT ■
l N C/ 1� ® � ® \/ 2 I \ SSMH
1 n I I \ 8PVC E-W O
N 11
p �lC'A
I I 8"PVC IE-STT2629 444
I �
® Cn
don y
Z
I HI VOLAGE4DWER LI /POL J I I F \ 0 CV
yo
Ca ' 00
zc I 45'ROW j O
EXCEPTION 12� a CDI, X ® ® I` Q
x1 X X W I N W o 72
II I CANCD
� ® ® 4 ® I I
ICD
w _ —, I o
I � 4 � � I I ti ¢ � � Revisions
IO II LU I 4I I -F� [7 :::p 7
x x x ® T -1
III I W W W W W W W W W Wo W�W�W�W�'v"���W W��W W 1 LU � NCRI30 "X" 29.30 I o
I LU
NT EL- - - I E
:24 2 00' ' 5"E 9.19' Cn
/ // >< xr 4— �/ x � >c a� I
`� / x �L`° S89°59'52"W 18.04'N // r W ti.
IW 1 N00024'05"E 1134.59' 4 r - -- - - - - - - - - - � - - - -
• I c� / - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - �- - - o AN W
I I
C.
M M M��M M M MA ~ W
RR / \�1 1 W E L L S OF SEWER STUB \ 76.43I'
v LL, I � U
1 1 :2652.6 SS SS SS SS SS SS SS SS S 1 1s S SS SS
"CMP IE-WST:2648.9 2 \� 2 3
3 15"CMP IE-EST:2649.3 1 SSMH
UNKNOWN PIPE NTH I RIM:2651.32
4 I 8"PVC IE-WST:2628.85
I 3 1 y 811PVC IE-EST:2628.95 NOT FOR
ILO
\II,n 6"PVC IE-NTH/STH:2629.0
Cn o 0
I II
II I �• .
HIGH VOLTAGE CONSTRUCTION
I
II POWER LINE/POLE N
II I� I Project No.: 120124
Date of Issuance: 12.04.2020
I 11 1I Project Milestone: CUP
l ACHD SLOPE/IRRIGATION EASEMENT Ll
N —� CUP
z EXCEPTION 17 I �
I1 II Overall Utility Plan
s 11 I. I I
E CUP - Overall UtilityPlan 50' 100'
ry E a
Horizontal Scale: 1" = 50' C5mOO
��o
11
' �I i CID y d don - don Sheet Notes: `� ���'
0 0 P- I ti 1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE =j 0- T H E
C/3 F__x
u I 1 PRELIMINARY IN NATURE AND INTENDED TO LAND
° HI VOLTAGE POWER LIN /POLE � I I I Cn SHOW THE METHOD BY WHICH NECESSARY .
o ° D TO
° J I I I • • I SERVE HE PROPOSED DEVELOPMENT AND ARE
I 1 SUBJECT TO CHANGE. PRIOR TO
I I II.I, 1
IN ° I I CONSTRUCTION, DETAILED ENGINEERING PLANS
r I 1 I i � WILL BE PREPARED FOR REVIEW AND APPROVAL
265�/ /\ 2m i i 1 45' ROW BY AGENCIES HAVING JURISDICTION.
° ° ® Q I I I EXCEPTION 12 Legend:
° � ° W I I I I g
WATER MAIN
❑ � SS SANITARY SEWER MAIN
I Q
cn ® I 1 sAN SEWER MANHOLE
OI I 1 �•� � cn
1 1 FIRE HYDRANT
WATER MAIN VALVE
C BLOWOFF HYDRANT
/ T
SCRIB ��X�� 1 1 1 •, o
w
� M ELE 51 .E °30' 61W 29.30' Q 1 I`
LU 1 / E
Q 00°24'05"E 9.19' I�y ( ~ F
� � x
U F--
/ I I • v,
1 -4 11 1 E
r W /11 \—� S89°59'52"W 18.04' / ,
— — — — — — — — — — — — — �— — —� — — — — — — — — — — — — —
vN, r a \
— — — — — — — — — — O L - - - — — — — — — — -0 0- ~ �'" Cn
— — — — — — — — — — — — — — — — — — � — — - - - w W W _
\ I o�J STRUCTURE- (3)
\ "° EXISTING SSMH
M M M M M M M M M M M —M M APPROY � \ M I W ff
WSTA: 14+58.11, 0.00'
uD
W E L L S OF SEWER STUB \\ C "' RIM: 2651.32±I 76.43,I IE IN: 2629.00, 8-IN PVC (N)
10+00 11+00 1 371-LF OF 8-IN AT 0.45%2+00 P 13+00 I w 14+00 1 +68.11
SS SS SS SS SS SS SS S� SS �s SS ISS SS—�SS SS = S 1___ SS S SS SS — — SS Z p
1 �■■+
�, STRUCTURE- (1) I _
Cl) STRUCTURE (2) 87-LF OF EXISTING 8-IN PVC
48-IN MH PER ISPWC SD-501 48-IN MH PER ISP STRUCTURE-
SD- (2) AT 0.50% (ESTIMATED) SSMH
I STA: 10+00, 0.00' "' ` I � � Q
RIM: 2650.00± STA: 13+70.62, 0.00 a 00
RIM: 2650.30± �, ` d6n don RIM:2651 .32
IE IN: 2631.31, 8-IN PVC (E) IE IN: 2629.54, 8-IN PVC (N) I 8"PVC IE-WST:2628.85 CA11 \•
IE IN: 2631.31, 8-IN PVC (W) IE OUT: 2629.44, 8-IN PVC (S) \`� \ 1 \ • I ��` \IE OUT: 2631.21, 8-IN PVC (S) 3: 8"PVC IE-EST:2628.95 W
Ih N 61I PVC IE-NTH/STH:2629.0
I 1 N
N
V I I
11 III • ► Cn
CIO
Cn
Z
N
I � I HIGH VOLTAGE � yo
�
Ca � �
� o
a �
o � =
w M
2655 WELLS: Sta. 9+00 - 15+50 2655 W o
EXISTING ii i GROUND SURFACE y
HORIZONTAL SCALE: 1 = 30 (SHOWNAPPROX.) N
VERTICAL SCALE: 1" = 6' ———�——————
2650 — 2650 Revisions
--- 1.
EXISTING 12-IN PVC CROSSING
2645 2645
2640 2640
2635 2635
1
371-LF OF 8-IN PVC AT 0.45%
2630 2630 NOT FOR
87-LF OF 8-IN PVC AT 0.50%
(ESTIMATED)
26259 00 9+50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15+00 15 50625
0 0
CONSTRUCTION
Project No.: 120124
3
Date of Issuance: 12.04.2020
Project Milestone: CUP
CUP
3
Wells SSWR P&P
CUP - Wells SSWR P&P 30' 60'
ry E a
Horizontal Scale: 1" = 30' C5m01
I I IL I � Sheet Notes:Cn
� �,�_„
I \/ I \/ I o I o L "' 1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE j �����' T H E
® ® I PRELIMINARY IN NATURE AND INTENDED TO LAND
^� �I I I /\ I /\ ® ® I ® SHOW THE METHOD BY WHICH NECESSARY
III I ® V V I UTILITY SYSTEMS CAN BE CONSTRUCTED TO
I i LL L I I SERVE HE PROPOSED DEVELOPMENT AND ARE ' GROUP
A /\
I Cn SUBJECT TO CHANGE. PRIOR TO
mI I I I I I CONSTRUCTION, DETAILED ENGINEERING PLANS
Ilk I o I o WILL BE PREPARED FOR REVIEW AND APPROVAL
III I
BY AGENCIES HAVING JURISDICTION.
I � \
Cn
Cn Legend:
I ❑ ❑ \ ❑ ❑ C
w ii I i ems? \ W WATER MAIN
Cn SS SANITARY SEWER MAIN
Cn
- - - - - IIII ���
Xw III V w V sAN i SEWER MANHOLE
"' IIII 0 \ / FIRE HYDRANT
Lc:": I /� ❑ ❑ � ° ° X N t
IIII I I � ❑
® WATER MAIN VALVE
w
III I / BLOWOFF HYDRANT
w I
STRUCTURE- (6) I
I
48-IN MH PER ISPWC SD-501 CC"� �
`� I I STRUCTURE.- (5)I I 48-IN MH PER ISPWC SD-501 \ ® STA: 13+25.35, 0.00'
w II I� STA: 10+10, 0.00, I RIM: 2651.56± I
� }I RIM: 2653.80± I IE IN:2633.00,8-IN PVC (E)
�I I IE OUT: 2634.42, 8-IN PVC (W) IE IN:2633.00,8-IN PVC (N)
IE OUT: 2632.90, 8-IN PVC (W) I I Cn
II ► �
10+00 III I 11+00 315-LF OF 8-IN PVC AT 0.45% 12+00 13+00 14+00 15+00 0 16+00 I 17+00 17+18.03
C-DI 354-LF OF 8-IN PVC AT 0.45/0
SS ISS SS SS SS TH SS SS�SS SS SS SS SS S9 �S 5S SS ISS SS-�SS\ SS SS S NVS S I
Csi
I I I M M M M M M M A'M M M M M M M M M M M�—M M A I N M M M M N! M M M M M poi
w
I11 �,
`" I � STRUCTURE- (1)
� ILI I
H PR ISWC SD-501
J L
I I I I / 48 IN MSTAE116+7 9 03, 0.00' ■
RIM:2650.00±
I�,I I UD _ _ IE IN: 2631.31, 8-IN PVC (E)
"' ~ IE IN: 2631.31, 8-IN PVC (W)
\ IE OUT: 2631.21, 8-IN PVC (S)
x II I O
- M I I ° ❑ 29 LF OF 8 IN PVC AT 0.45%
00
CID 0
w A /\ 0 0al
N
60)
III ti I I I o
CIO I Cn I ® I y
C\ix l III44I N I W CD
C-0 CDN I w I I �. n I. I \ ° \,
Q o
y =
Z 0
O m rr "
2660 MAIN: Sta. 9+50 - 17+50 660 � �
= yo
00
Cm
HORIZONTAL SCALE: 1" = 30' Ca > o
VERTICAL SCALE: 1" = 6' Q o o =
ILI
2655 EXISTING GROUND SURFACE 2655 W M
o
1 r---- -- (SHOWN APPROX.) �
1/ EXISTING GROUND SURFACE CV
r _ ______________ ------------------------_ -_--___-_____----____________--- `(SHOWNAPPROX.)
2650 ----- ------___ 2650
__ Revisions 1
1.
8-IN PVC CROSSING 8-IN PVC CROSSING
STRUCTURE- (5)
2645 48-IN MH PER ISPWC SD-501 STRUCTURE- (1) 2645
STA: 10+10, 0.00'
RIM: 2653.80±
- -5
IE OUT: 2634.42, 8-IN PVC (W)
RIM: 2650.00±
2640 IE IN: 2631.31, 8-IN PVC (E) 2640
IE IN: 2631.31, 8-IN PVC (W)
IE OUT: 2631.21, 8-IN PVC (S)
2635 2635
315-LF OF 8-IN PVC AT 0.45% 0
354-LF OF 8-IN PVC AT 0.45%
2630 29-LF OF 8-IN PVC AT 0.45% 2630
NOT FOR
26259 50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16 00 16 50 17 00 17 50625
O o
CONSTRUCTION
Project No.: 120124
3
Date of Issuance: 12.04.2020
Project Milestone: CUP
CUP
3
Main SSWR P&P
CUP - Main SSWR P&P 30' 60'
ry E a
_ Horizontal Scale: 1" = 30' C5mO2
j /' / ° ® �!/ �' / ❑ ® ° Sheet Notes:
_
1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE
THE
CIO
PRELIMINARY IN NATURE AND INTENDED TO 4
d$_�_ _L_J r' / SHOW THE METHOD BY WHICH NECESSARY LAN D
° 3 — 3
�� //��� ° _ _ ° UTILITY SYSTEMS CAN BE CONSTRUCTED TO •
J3 _ _ _ _ — — — ti. / / — — — _ _ _ — — \ SERVE THE PROPOSED DEVELOPMENT AND ARE ' GROUP
-qj—�G— — 03 / / — — — — — I N , — _ SUBJECT TO CHANGE. PRIOR TO
/ d �! 1 �� -- — ° ��•� / o o CONSTRUCTION, DETAILED ENGINEERING PLANS
d�f — � F / ❑ \ ❑ WILL BE PREPARED FOR REVIEW AND APPROVAL
12"CMP E:2 // �� — — — — i� BY AGENCIES HAVING JURISDICTION.
Z
i
Legend:
"CMP 1 65 / W WATER MAIN
® /
_ _ // SS SANITARY SEWER MAIN
I / / ///
� N SEWER MANHOLE
Eo FIRE HYDRANT
WATER MAIN VALVE
G A EL FIE //
BLOWOFF HYDRANT
/ /
yCn
-2652 _ — — — v°
W W W W VaL W W — � _M— W — - W��`— ;w' — WSW W W W W W W U W W W W W W W W W W W W
10+00 11+00 ° 12+00 13+00 14+00 °
256-LF OF 8-IN PVC AT 0.60% 336 LF OF 8-IN PVC AT 0.45/° 15+00 16+01.93
SS SS SS SS 55 SS SS SS SS SS SS SS SS SS-11—55 55 SS S$ SS 3S SS
— STRUCTURE- (6)
/ I 111 STRUCTURE (14) STRUCTURE 9 48-IN MH PER ISPWC SD-501
48-IN MH PER ISPWC SD-501 ( )
/ I / STA: 10+10, 0.00' 48-IN MH PER ISPWC SD-501 STA: 16+01.93, 0.00' —
/ / RIM: 2651.85± STA: 12+65.93, 0.00'
IE OUT: 2636.15, 8-IN PVC (S)
I RIM: 2651.80± I RIM: 2651.56±
/ I /
IE IN: 2633.00, 8-IN PVC (E)
IE IN: 2634.61, 8-IN PVC (N) IE IN: 2633.00, 8-IN PVC (N)
I q� / IE OUT: 2634.51, 8-IN PVC (S) IE OUT: 2632.90, 8-IN PVC (W)
W 7 / )
ow
Cn
- o ° CIO ® _ ° a W
�777 7 TV V 0a
II , i Fo o
I�r I W
IL
0
z Q o
y
Z
C a a = CC N
L Imp COCO
2660 2660 ccQ CD
NORTH: Sta. 9+50 - 17+00 W o
HORIZONTAL SCALE 1" = 30' y o a'
N
2655
VERTICAL SCALE: 1' = 6'
0 EXISTING GROUND SURFACE 2655
Revisions ----
(SHOWN APPROX.) EXISTING GROUND SURFACE
_--- --- —_ _____ ------------------- --�� �_ •--- -------- --• �(SHOWNAPPROX.)
2650 2650
�6-IN PVC CROSSING 8-IN PVC CROSSING
STRUCTURE- (14) STRUCTURE- (9) STRUCTURE- (6)
48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501
2645 STA: 12+65.93,0.00 2645
STA: 10+10, 0.00' 48-IN MH PER ISPWC SD-501
RIM: 2651.85± RIM: 2651.80± STA: 16+01.9+, 0.00'
IE OUT: 2636.15, 8-IN PVC (S) IE IN:2634.61,8-IN PVC (N) IE N: 2633 00, 8-IN PVC E
IE OUT: 2634.51, 8-IN PVC (S) ( )
IE IN: 2633.00, 8-IN PVC (N)
2640 IE OUT: 2632.90, 8-IN PVC (W) 2640
2635
256-LF OF 8-IN PVC AT 0.60% 2635
336-LF OF 8-IN PVC AT 0.45% NOT FOR
2630 2630
0 0
262 9 50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16 0 16+50 17 00 625 CONSTRUCTION
Project 1 120124
3
Date of Issuance: 12.04.2020
Project Milestone: CUP
� a
CUP
3 �
North SSWR P&P
s
E CUP - North SSWR P&P 30' 60'
�E c
Horizontal Scale: 1" = 30' C5mO3
��o
i— � o u °� I d° IIIII�I Sheet Notes: `
'''' T H E
I I I I 1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE 1�I �/���
° II w PRELIMINARY IN NATURE AND INTENDED TO
I I 1 IPCo ASEMEN ° / I I I� 'f' SHOW THE METHOD BY WHICH NECESSARY
LAND
UTILITY SYSTEMS CAN BE CONSTRUCTED TO
EXCEPTION 13 & 2 // II SERVE THE PROPOSED DEVELOPMENT AND ARE ' GROUP
SUBJECT TO CHANGE. PRIOR TO
I I� .; . CONSTRUCTION, DETAILED ENGINEERING PLANS
WILL BE PREPARED FOR REVIEW AND APPROVAL
/ I t s.e `<''••"•'. BY AGENCIES HAVING JURISDICTION.
.911
�: 9
m I I ° \ I II .`a I. �..a : ^. Le end.
•��° `^`'�- W WATER MAIN
Cf)
v SS SANITARY SEWER MAIN
X I I111�
SEWER MANHOLE
I �`
CDi I - \ = i II I I FIRE HYDRANT
Cn ® I I \\ ® < CD ® I I III Icm, ® WATER MAIN VALVE
m I I CDIr
rn I I \ I I I I BLOWOFF HYDRANT
® rn rn i \\ I i I
II I x
rn
r STRUCTURE- (15) \ I I I I I I
CD IVm Cn 48-IN MH PER ISPWC SD-501 \ O r
STA: 10+10, 0.00' W W W W ---�W W W W W I U
X I m RIM: 2650.38+ S O U T H \ - m 0 III I w
- 0+ m 161-LF OF 8-IN PVC AT 6.60% �__ m CC �° m cr
IE OUT: 2631.57, 8-IN PVC (E) I Sg` SS \ r 55 SS SS X = n D r ICI I
m C-) r �D m <
/ I I STRUCTURE- (16) I N I I I CD
° / 48-IN MH PER ISPWC SD-501- Z I M � J
S89 59 52 W 18.041O / r-CD STA: 11+70.54, 0.00. O w UJ
T P I RIM: 2651.82± o � I �
/ IE IN: 2630.61, 8-IN PVC W N p I
N00° ° � ��� � L I V C rn ( ) r D rn -` N
N41 30 26 W 29.30 -4 Cn Q° D
\ Qo // IE OUT: 2630.51, 8-IN PVC (S) / � C rn
�'8
- - o EXCEPTION 12, & N 73-LF OF 8-IN PVC AT 0.45%
TOP -TO T9� T ° t - - - - - �__ .p m i�p - - -z �1 - - T R/W R/W R/W
OF - - _lu
� EP P—�TO� � T$P P- - � - - z- - - - -T m �
_ _ P=-�O�- Tv�- - - - - - - - - - - - - - �-` - 8P - �fll� - - �
T D nn rnn
EGEG E-�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�� - - - - - -
G CCT G '�Tt T�� -7� � - - - - - - - - - - - - Tn - - - - - - - STRUCTURE- (17) - - - - - EG---
�I T OG - - � - - r T - -k "TT - T T -� S89°46'00"W 600.41'_ _ - - - � G
_ — 48-IN MH PER ISPWC SD 501=-
L • y 1 m l,. J • 1, . I• r �' (±p STA: 12+43.32, 0.00' l 1 1 I�GP..� I% .l^' . 1 E
- E E I �_ _-_ E •� 7L � V' RIM: 2653.72± - - O_
T � IE IN: 2630.18, 8-IN PVC (N) UnZ O
IE OUT: 2630.08, 8-IN PVC (S) 55-LF OF EXISTING 8-IN PVC . �p
OVERLAND ROAD 0 �2652� AT 0.50% (ESTIMATED) .6. C.0 OVERLAND ROAD O
wv v '' —2655-
W W W W W W W W— z W_ >11G W W W Wes$ WSW W W W W W W— W Vv W— v W W—�W— - N W Q
EAST OVERLAND ROAD (PUBLIC) yp D D _ _ - - - - - 00
IL
SS SS Ss Ss SS SS SS SS SS n SS SS SS SS SS
— ss ss � � ss ss °y'° ss ss ss - ss ss ss ss ss ss CO)
_ W
+ Oyp
� STRUCTURE- (18) co
EXISTING SSMH r- ■�
STA: 12+98.41, 0.00' OyP
pp pp :�p RIM: 2653.68±; Cn \ -
IE IN: 2629.80,8-IN PVC (N)
N O
< < C7 m m \
C7 C•� rn =
m
y
2660 2660
SOUTH: Sta. 9+00 - 14+00
Z � 0
t�C N
HORIZONTAL SCALE: 1" = 30' O = yo
VERTICAL SCALE: 1" = 6' y Cm00
2655 _ 2655 o
�-
w
---v EXISTING a)o
2650 - 12-IN PVC CROSSING 2650 N
Revisions
1.
STRUCTURE- (16) STRUCTURE- (17)
2645 STRUCTURE- (15) 48-IN MH PER ISPWC SD-501 STRUCTURE- (18) 2645
48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 EXISTING SSMH
STA: 10+10, 0.00, STA: 11+70.54, 0.00' STA: 12+43.32, 0.00' STA: 12+98.41, 0.00'
RIM: 2650.38± RIM: 2651.82± RIM: 2653.72± RIM: 2653.68±
IE OUT: 2631.57, 8-IN PVC (E) IE IN: 2630.61, 8-IN PVC (W) IE IN: 2630.18, 8-IN PVC (N) IE IN: 2629.80, 8-IN PVC (N)
IE OUT: 2630.08, 8-IN PVC (S)
2640 IE OUT: 2630.51, 8-IN PVC (S) 2640
2635 2635
161-LF OF 8-IN PVC AT 0.60%
73-LF OF 8-IN PVC AT 0.45% ti 2630
2630
L55-LF OF 8-IN PVC AT 0.50%
(ESTIMATED) NOT FOR
2625 2625
0 0
2620 °° 9+50 10 00 10 50 11 00 11 50 12 00 12 620
50 13 00 13+50 14 00
CONSTRUCTION
Project No.: 120124
3
Date of Issuance: 12.04.2020
Project Milestone: CUP
CUP
3
South SSWR P&P
CUP - South SSWR P&P 30' 60'
ry E a
_ Horizontal Scale: 1" = 30' C5mO4