HomeMy WebLinkAboutINFRASTRUCTURE & LANDSCAPE PLAN 5.06.22 - 22-00314 - Madison Square - 354 W Main - Condo Plat-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Madison Square - 354 W Main - Condo Plat
Address : 354 W Main St
Application Type :
Document Filename : INFRASTRUCTURE & LANDSCAPE PLAN 5.06.22 - 22-00314 - Madison Square - 354 W Main - Condo Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-2 Callout Stan Crittenden : Fire Open 3 Need to verify that 30 ft. minimum turning radius and 45 ft.
min. outside turning radius.
C-2 Callout Stan Crittenden : Fire Open 3 150 ft. max. to all Fire Department connections from the fire
hydrant.
C-2 Callout Stan Crittenden : Fire Open 3 30 ft. min. inside turn radius and 45 ft. min. outside turn
radius.
C-2 Free text Stan Crittenden : Fire Open 3 Need to verify where all FDC's
are located.
C-2 Callout Kyle Baldwin : P&Z Open 3 This area must meet screening requirements see 3.04.060
C-2 Callout Kyle Baldwin : P&Z Open 3 Sight triangle requirements apply at entrance
PP-1 Callout Kyle Baldwin : P&Z Open 5 Must be 5' wide sidewalk in this location
PP-1 Callout Kyle Baldwin : P&Z Open 5 Must be 6' wide sidewalk in this location
C-1 Callout Joel Gray : PW Open 2 Existing water meter must be capped at main line if not used.
# 22-00314
Plat
Report Date: 05.16.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-1 Callout Joel Gray : PW Open 2 Existing fire hydrant may need to be move to not protrude into
new sidewalk.
C-2 Callout Joel Gray : PW Open 3 Irrigation will need meter also
C-2 Free text Joel Gray : PW Open 3 Will existing water and sewer services be under new structure?
Where will new meters be placed?
C-2 Callout Joel Gray : PW Open 3 Commercial approach required per City of Rexburg Standards.
C-2 Free text Joel Gray : PW Open 3 Due to conflicting details on plans and lack of building
information, a full review cannot be completed.
Report Date: 05.16.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
Powered by TCPDF (www.tcpdf.org)
M
A
D
I
S
O
N
S
Q
U
A
R
E
R
e
x
b
u
r
g
,
I
d
a
h
o
P
R
O
J
E
C
T
N
O
.
2
0
1
2
3
C
I
V
I
L
S
I
T
E
W
O
R
K
F
O
R
:
BEING PART OF LOTS 3 AND 4,
B
L
O
C
K
2
9
O
F
T
H
E
O
R
I
G
I
N
A
L
R
E
X
B
U
R
G
T
O
W
N
S
I
T
E
,
L
O
C
A
T
E
D
I
N
S
E
C
T
I
O
N
1
9
,
TOWNSHIP 6 NORTH, R
A
N
G
E
4
0
E
A
S
T
O
F
T
H
E
B
O
I
S
E
M
E
R
I
D
I
A
N
,
M
A
D
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
V
I
C
I
N
I
T
Y
M
A
P
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE IN ACCORDANCE WITH THE CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS - (ISPWC STANDARDS IF APPLICABLE) . THE CONTRACTOR IS REQUIRED TO HAVE ACURRENT COPY OF SAID STANDARDS ON SITE AT ALL TIMES.2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OFCONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO CLARIFICATION MAY BE MADE PRIOR TO THE START OFCONSTRUCTION.3.ELEVATIONS SHOWN ARE 2004 CITY DATUM AND ALL ELEVATIONS AND ARE TO FINISHED SURFACE OR PIPE INVERT UNLESSOTHERWISE NOTED.4.THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATIONONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTIONMIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVETHE APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTIONPRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTINGUTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANYADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING,COMPACTION AND DUST CONTROL MEASURES.8.A CITY OF REXBURG PUBLIC WORKS LICENSE IS REQUIRED FOR ANY/ALL CONTRACTORS WORKING WITHIN THE PUBLICRIGHT-OF-WAY OR EASEMENT.9.APPROVAL OF THE CITY ENGINEER IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN A PUBLIC RIGHT-OF-WAY OREASEMENT.10.ALL CONSTRUCTION INCLUDING CONCRETE/ASPHALT PLACED WITHIN THE RIGHT-OF-WAY REQUIRES INSPECTION ANDAPPROVAL OF THE CITY ENGINEERING DEPARTMENT. THE DEPARTMENT SHALL BE NOTIFIED AT LEAST FOUR (4) HOURS PRIOR TOPLACEMENT (359-3020).11.A PUBLIC RIGHT-OF-WAY USE PERMIT IS REQUIRED FOR ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CITYOF REXBURG ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO (2) DAYS PRIOR TO ANY EXCAVATION UNDER THISPERMIT (359-3020).12.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES,CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, AND ALL OTHER MISCELLANEOUS ITEMS AS CALLED FOR INTHE PLANS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACEDAT CONTRACTOR'S EXPENSE.13.CONTRACTOR TO BE RESPONSIBLE FOR FILING THE OFFICIAL SWPP PLAN AND NOI IN ACCORDANCE WITH EPA STANDARDS ANDMAINTAINING THESE STANDARDS INCLUDING STORM WATER POLLUTION AND DUST CONTROL PER THE STATE OF IDAHOCATALOG FOR BEST MANAGEMENT PRACTICES (BMP'S).14.SITE ADDRESS: ,REXBURG, IDAHO (CITY OF REXBURG TO PROVIDE).APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS
1
.
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
T
O
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
U
R
R
E
N
T
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
D
R
A
W
I
N
G
S
.
2
.
A
L
L
W
A
T
E
R
M
A
I
N
P
I
P
I
N
G
W
I
T
H
I
N
C
I
T
Y
R
I
G
H
T
-
O
F
-
W
A
Y
S
H
A
L
L
B
E
D
U
C
T
I
L
E
I
R
O
N
C
L
A
S
S
5
0
M
E
E
T
I
N
G
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
.
3
.
A
L
L
W
A
T
E
R
M
A
I
N
P
I
P
I
N
G
W
I
T
H
I
N
T
H
E
P
R
O
J
E
C
T
S
I
T
E
S
H
A
L
L
B
E
P
V
C
C
9
0
0
D
R
1
8
M
E
E
T
I
N
G
A
N
S
I
/
A
W
W
A
S
T
A
N
D
A
R
D
S
(
O
R
E
Q
U
A
L
U
P
O
N
A
P
P
R
O
V
A
L
O
F
E
N
G
I
N
E
E
R
)
.
4
.
S
E
R
V
I
C
E
L
I
N
E
P
I
P
I
N
G
S
H
A
L
L
B
E
O
N
E
I
N
C
H
A
W
W
A
C
-
9
0
1
C
L
A
S
S
2
0
0
S
D
R
7
I
P
S
P
E
.
C
O
N
S
T
R
U
C
T
W
A
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
S
P
E
R
A
P
P
L
I
C
A
B
L
E
I
S
P
W
C
S
T
A
N
D
A
R
D
D
E
T
A
I
L
S
D
-
4
0
1
A
N
D
S
D
-
4
0
2
I
N
C
L
U
D
I
N
G
M
E
T
E
R
B
O
X
,
P
I
P
I
N
G
A
N
D
A
L
L
F
I
T
T
I
N
G
S
.
5
.
W
A
T
E
R
M
A
I
N
V
A
L
V
E
S
S
H
A
L
L
B
E
R
E
S
I
L
I
E
N
T
W
E
D
G
E
G
A
T
E
V
A
L
V
E
S
F
O
R
1
0
”
A
N
D
S
M
A
L
L
E
R
P
I
P
E
S
A
N
D
B
U
T
T
E
R
F
L
Y
V
A
L
V
E
S
F
O
R
L
A
R
G
E
R
D
I
A
M
E
T
E
R
P
I
P
E
S
R
A
T
E
D
A
T
2
5
0
P
S
I
O
R
G
R
E
A
T
E
R
.
6
.
M
I
N
I
M
U
M
C
O
V
E
R
O
V
E
R
A
L
L
W
A
T
E
R
L
I
N
E
S
S
H
A
L
L
B
E
6
F
E
E
T
.
7
.
T
H
R
U
S
T
B
L
O
C
K
S
S
H
A
L
L
B
E
P
L
A
C
E
D
A
T
A
L
L
D
I
R
E
C
T
I
O
N
C
H
A
N
G
E
S
I
N
C
L
U
D
I
N
G
B
U
T
N
O
T
L
I
M
I
T
E
D
T
O
A
L
L
T
E
E
S
,
C
R
O
S
S
E
S
,
B
E
N
D
S
,
A
N
D
E
N
D
O
F
L
I
N
E
S
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
T
E
M
P
O
R
A
R
Y
C
A
P
S
A
N
D
T
H
R
U
S
T
B
L
O
C
K
S
A
T
A
L
L
T
E
M
P
O
R
A
R
Y
W
A
T
E
R
L
I
N
E
T
E
R
M
I
N
A
T
I
O
N
P
O
I
N
T
S
A
S
R
E
Q
U
I
R
E
D
D
U
E
T
O
P
H
A
S
E
D
D
E
V
E
L
O
P
M
E
N
T
.
8
.
F
I
R
E
H
Y
D
R
A
N
T
S
S
H
A
L
L
B
E
W
A
T
E
R
O
U
S
W
B
6
7
-
2
5
0
,
P
A
I
N
T
E
D
R
E
D
,
I
N
S
T
A
L
L
E
D
W
I
T
H
A
5
”
S
T
O
R
Z
F
I
T
T
I
N
G
A
N
D
C
A
P
.
H
Y
D
R
A
N
T
S
S
H
A
L
L
H
A
V
E
T
W
O
2
-
1
/
2
I
N
C
H
D
I
A
M
E
T
E
R
H
O
S
E
N
O
Z
Z
L
E
S
A
N
D
O
N
E
4
-
1
/
/
2
I
N
C
H
D
I
A
M
E
T
E
R
H
O
S
E
N
O
Z
Z
L
E
.
9
.
C
O
O
R
D
I
N
A
T
E
A
L
L
W
A
T
E
R
M
E
T
E
R
I
N
S
T
A
L
L
A
T
I
O
N
S
W
I
T
H
T
H
E
C
I
T
Y
O
F
R
E
X
B
U
R
G
.
W
A
T
E
R
M
E
T
E
R
S
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
I
T
Y
O
F
R
E
X
B
U
R
G
(
B
Y
O
T
H
E
R
S
)
.
1
0
.
C
O
O
R
D
I
N
A
T
E
L
O
C
A
T
I
O
N
O
F
W
A
T
E
R
M
E
T
E
R
S
F
O
R
L
A
N
D
S
C
A
P
I
N
G
/
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
S
W
I
T
H
O
W
N
E
R
'
S
I
R
R
I
G
A
T
I
O
N
P
L
A
N
.
1
1
.
H
O
T
T
A
P
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
.
1
2
.
B
E
D
P
I
P
E
I
N
N
A
T
I
V
E
M
A
T
E
R
I
A
L
F
R
E
E
O
F
R
O
C
K
S
L
A
R
G
E
R
T
H
A
N
1
I
N
C
H
I
N
D
I
A
M
E
T
E
R
A
S
B
E
D
D
I
N
G
.
I
F
R
O
C
K
S
L
A
R
G
E
R
T
H
A
N
1
I
N
C
H
A
R
E
P
R
E
S
E
N
T
,
U
S
E
C
R
U
S
H
E
D
A
G
G
R
E
G
A
T
E
O
R
S
A
N
D
A
S
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
1
3
.
E
X
T
E
N
D
W
A
T
E
R
L
I
N
E
S
5
F
E
E
T
O
U
T
S
I
D
E
O
F
P
H
A
S
I
N
G
L
I
M
I
T
S
.
P
L
A
C
E
T
E
M
P
O
R
A
R
Y
B
L
I
N
D
F
L
A
N
G
E
A
N
D
T
H
R
U
S
T
R
E
S
T
R
A
I
N
T
A
T
T
E
M
P
O
R
A
R
Y
E
N
D
.
I
F
M
E
C
H
A
N
I
C
A
L
T
H
R
U
S
T
R
E
S
T
R
A
I
N
T
S
A
R
E
U
S
E
D
(
S
U
C
H
A
S
E
B
A
A
I
R
O
N
M
E
G
A
L
U
G
S
)
R
E
S
T
R
A
I
N
3
P
I
P
E
B
E
L
L
J
O
I
N
T
S
F
R
O
M
T
H
E
T
E
M
P
O
R
A
R
Y
E
N
D
.
M
A
R
K
A
L
L
E
N
D
L
O
C
A
T
I
O
N
S
W
I
T
H
A
P
O
S
T
.
1
4
.
W
A
T
E
R
P
I
P
E
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
H
O
R
I
Z
O
N
T
A
L
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
O
F
1
0
F
E
E
T
A
N
D
V
E
R
T
I
C
A
L
D
I
S
T
A
N
C
E
O
F
1
8
I
N
C
H
E
S
F
R
O
M
A
L
L
S
A
N
I
T
A
R
Y
/
S
T
O
R
M
S
E
W
E
R
S
M
E
A
S
U
R
E
D
F
R
O
M
T
H
E
E
D
G
E
O
F
E
A
C
H
P
I
P
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
D
A
P
A
5
8
.
0
1
.
0
8
A
N
D
A
S
O
U
T
L
I
N
E
D
I
N
T
H
E
C
U
R
R
E
N
T
E
D
I
T
I
O
N
O
F
T
H
E
I
S
P
W
C
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
D
-
4
0
7
.
1
5
.
C
O
M
P
L
Y
S
T
R
I
C
T
L
Y
T
O
M
A
N
U
F
A
C
T
U
R
E
R
I
N
S
T
A
L
L
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
I
N
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
I
N
R
E
G
A
R
D
S
W
I
T
H
P
U
L
L
E
D
J
O
I
N
T
S
A
N
D
D
E
F
L
E
C
T
I
O
N
T
O
L
E
R
A
N
C
E
S
.
U
S
E
S
T
A
N
D
A
R
D
E
L
B
O
W
S
,
W
H
E
R
E
V
E
R
P
O
S
S
I
B
L
E
,
I
N
L
I
E
U
O
F
P
U
L
L
I
N
G
J
O
I
N
T
S
E
V
E
N
I
F
T
H
E
J
O
I
N
T
P
U
L
L
S
A
R
E
W
I
T
H
I
N
M
A
N
U
F
A
C
T
U
R
E
R
I
N
S
T
A
L
L
A
T
I
O
N
T
O
L
E
R
A
N
C
E
S
.
1
6
.
A
L
L
W
A
T
E
R
P
I
P
E
S
H
A
L
L
I
N
C
L
U
D
E
A
L
L
A
P
P
U
R
T
E
N
A
N
C
E
S
I
N
C
L
U
D
I
N
G
B
U
T
N
O
T
L
I
M
I
T
E
D
T
O
T
E
E
S
,
C
R
O
S
S
E
S
,
V
A
L
V
E
S
,
E
L
B
O
W
S
,
E
T
C
.
…
1
7
.
T
E
S
T
,
F
L
U
S
H
,
A
N
D
D
I
S
I
N
F
E
C
T
C
O
N
S
T
R
U
C
T
E
D
P
I
P
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
U
R
R
E
N
T
E
D
I
T
I
O
N
O
F
I
S
P
W
C
S
E
C
T
I
O
N
S
4
0
1
.
3
.
6
A
N
D
4
0
1
.
3
.
9
.
1.A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
P
E
R
T
H
E
C
U
R
R
E
N
T
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
/
O
R
C
U
R
R
E
N
T
E
D
I
T
I
O
N
O
F
T
H
E
I
S
P
W
C
I
F
A
P
P
L
I
C
A
B
L
E
.
2.A
L
L
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
I
N
L
I
N
E
P
I
P
I
N
G
S
H
A
L
L
B
E
P
V
C
S
D
R
3
5
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
D
-
3
0
3
4
.
3.A
L
L
S
T
O
R
M
S
E
W
E
R
M
A
I
N
L
I
N
E
P
I
P
I
N
G
S
H
A
L
L
B
E
A
D
S
N
-
1
2
W
T
I
B
P
I
P
E
M
E
E
T
I
N
G
A
A
S
H
T
O
M
2
5
2
,
A
A
S
H
T
O
M
2
9
4
T
Y
P
E
S
A
N
D
A
S
T
M
F
2
3
0
6
W
I
T
H
S
M
O
O
T
H
I
N
T
E
R
I
O
R
A
N
D
A
N
N
U
L
A
R
E
X
T
E
R
I
O
R
C
O
R
R
U
G
A
T
I
O
N
S
(
O
R
E
Q
U
A
L
U
P
O
N
A
P
P
R
O
V
A
L
O
F
E
N
G
I
N
E
E
R
)
.
4.A
L
L
S
E
W
E
R
S
E
R
V
I
C
E
L
I
N
E
S
S
H
A
L
L
B
E
4
I
N
C
H
P
V
C
S
D
R
3
5
A
N
D
S
H
A
L
L
E
X
T
E
N
D
1
5
F
E
E
T
I
N
T
O
T
H
E
P
R
O
P
E
R
T
Y
(E
A
S
E
M
E
N
T
L
I
N
E
)
A
N
D
M
A
R
K
E
D
W
I
T
H
A
2
X
4
P
O
S
T
.
S
E
R
V
I
C
E
L
I
N
E
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
A
P
P
L
I
C
A
B
L
E
I
S
P
W
C
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
D
-
5
1
1
,
S
D
-
5
1
1
A
,
S
D
-
5
1
1
B
A
N
D
S
D
-
5
1
2
.
5.M
A
N
H
O
L
E
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
A
N
D
I
S
P
W
C
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
D
-
5
0
1
.
6.PI
P
E
B
E
D
D
I
N
G
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
D
-
3
0
1
A
N
D
S
D
-
3
0
2
.
7.G
R
A
D
E
,
S
L
O
P
E
,
A
N
D
F
I
N
I
S
H
S
U
R
F
A
C
E
S
A
W
A
Y
F
R
O
M
M
A
N
H
O
L
E
L
I
D
S
.
8.D
O
N
O
T
A
L
L
O
W
M
O
R
E
T
H
A
N
1
2
I
N
C
H
E
S
O
F
G
R
A
D
E
R
I
N
G
S
O
N
M
A
N
H
O
L
E
S
B
E
I
N
G
R
A
I
S
E
D
T
O
F
I
N
A
L
G
R
A
D
E
.
9.TE
S
T
G
R
A
V
I
T
Y
S
E
W
E
R
P
I
P
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
5
0
1
.
3
.
4
.
W
A
T
E
R
N
O
T
E
S
:
SEW
E
R
N
O
T
E
S
:
1.LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL SNOW STORAGE PLOWED AREA.LANDSCAPE/GREEN SPACE/ SNOW STORAGE CITY
O
F
R
E
X
B
U
R
G
ENGI
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
K
E
I
T
H
D
A
V
I
D
S
O
N
(
2
0
8
)
3
5
9
-
3
0
2
0
DEQ
G
R
E
G
E
A
G
E
R
,
P
E
(
2
0
8
)
5
2
8
-
2
6
5
0
DIGLI
N
E
(
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
)
8
1
1
O
R
(
8
0
0
)
3
4
2
-
1
5
8
5
EAGL
E
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
P
R
O
J
E
C
T
E
N
G
I
N
E
E
R
P
A
U
L
S
N
A
R
R
(
2
0
8
)
5
4
2
-
2
6
6
5
P
R
O
J
E
C
T
M
A
N
A
G
E
R
P
A
U
L
S
N
A
R
R
(
2
0
8
)
5
4
2
-
2
6
6
5
COV
E
R
V
I
C
I
N
I
T
Y
M
A
P
/
L
O
C
A
T
I
O
N
M
A
P
/
N
O
T
E
S
/
I
N
D
E
X
/
A
B
B
R
E
V
I
A
T
I
O
N
S
/
C
O
N
T
A
C
T
S
C-1
E
X
I
S
T
I
N
G
S
I
T
E
C
O
N
D
I
T
I
O
N
S
/
D
E
M
O
L
I
T
I
O
N
P
L
A
N
C-2
S
I
T
E
P
L
A
N
/
U
T
I
L
I
T
Y
C-3
S
T
O
R
M
W
A
T
E
R
R
E
T
E
N
T
I
O
N
P
L
A
N
/
G
R
A
D
I
N
G
P
L
A
N
PP-1
P
L
A
N
&
P
R
O
F
I
L
E
D-1
D
E
T
A
I
L
S
E
L
E
L
E
V
A
T
I
O
N
F
F
F
I
N
I
S
H
E
D
F
L
O
O
R
I
N
V
I
N
V
E
R
T
O
.
C
.
O
N
C
E
N
T
E
R
R
E
Q
'
D
R
E
Q
U
I
R
E
D
S
T
D
S
T
A
N
D
A
R
D
T
E
M
P
T
E
M
P
O
R
A
R
Y
T
Y
P
T
Y
P
I
C
A
L
T
B
C
T
O
P
B
A
C
K
O
F
C
U
R
B
D
W
G
D
R
A
W
I
N
G
F
L
F
L
O
W
L
I
N
E
O
F
C
U
R
B
X
-
T
B
C
E
X
I
S
T
I
N
G
T
O
P
B
A
C
K
O
F
C
U
R
B
X
E
X
I
S
T
I
N
G
B
T
M
B
O
T
T
O
M
F
O
F
I
N
I
S
H
E
D
O
I
L
G
R
A
D
E
E
O
E
D
G
E
O
F
O
I
L
M
H
M
A
N
H
O
L
E
S
S
M
H
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
N
H
O
L
E
C
B
C
A
T
C
H
B
A
S
I
N
F
W
F
R
O
N
T
O
F
S
I
D
E
W
A
L
K
B
W
B
A
C
K
O
F
S
I
D
E
W
A
L
K
G
B
G
R
A
D
E
B
R
E
A
K
T
O
W
T
O
P
O
F
W
A
L
L
H
P
H
I
G
H
P
O
I
N
T
L
P
L
O
W
P
O
I
N
T
A
B
B
R
E
V
I
A
T
I
O
N
S
PRO
J
E
C
T
C
O
N
T
A
C
T
S
IND
E
X
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
PAUL SNARR
N/A
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
1
COVER
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN E
GENERAL NOTES
W
E
S
N
P
R
O
J
E
C
T
L
O
C
A
T
I
O
N
16410
S 3RD W
W
M
A
I
N
S
T
1.A
L
L
N
E
W
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
C
U
R
R
E
N
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
.
2.A
L
L
P
V
C
E
L
E
C
T
R
I
C
C
O
N
D
U
I
T
S
S
H
A
L
L
B
E
P
V
C
S
C
H
E
D
U
L
E
4
0
.
A
L
L
F
I
B
E
R
G
L
A
S
S
C
O
N
D
U
I
T
S
S
H
A
L
L
M
E
E
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
M
A
R
K
I
N
G
A
N
D
S
T
R
E
N
G
T
H
R
A
T
I
N
G
S
R
E
Q
U
I
R
E
M
E
N
T
S
.
C
O
N
D
U
I
T
D
I
A
M
E
T
E
R
S
S
H
A
L
L
M
E
E
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
D
E
S
I
G
N
.
A
L
L
EL
B
O
W
S
S
W
E
E
P
R
A
D
I
I
S
H
A
L
L
B
E
3
6
”
,
4
8
”
O
R
6
0
”
D
E
P
E
N
D
I
N
G
O
N
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
'
S
D
E
S
I
G
N
.
3.T
R
E
N
C
H
E
X
C
A
V
A
T
I
O
N
A
N
D
C
O
N
D
U
I
T
P
L
A
C
E
M
E
N
T
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
O
S
H
A
S
T
A
N
D
A
R
D
S
.
C
O
N
D
U
I
T
T
R
E
N
C
H
D
E
P
T
H
S
S
H
A
L
L
B
E
B
E
T
W
E
E
N
3
6
”
A
N
D
4
8
”
(
N
O
T
T
O
E
X
C
E
E
D
6
0
”
)
A
N
D
I
N
C
L
U
D
E
T
H
E
R
E
Q
U
I
R
E
D
S
A
N
D
P
L
A
C
E
M
E
N
T
B
E
L
O
W
A
N
D
A
B
O
V
E
T
H
E
P
L
A
C
E
D
C
O
N
D
U
I
T
.
4.T
H
E
D
E
V
E
L
O
P
E
R
/
E
N
G
I
N
E
E
R
S
H
A
L
L
P
R
O
V
I
D
E
A
L
L
S
T
A
K
I
N
G
A
N
D
L
A
Y
O
U
T
O
F
N
E
W
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
I
N
C
L
U
D
I
N
G
P
O
W
E
R
P
O
L
E
S
.
5.T
H
E
C
O
N
T
A
C
T
O
R
S
H
A
L
L
R
E
T
A
I
N
A
N
D
P
R
O
T
E
C
T
A
L
L
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
S
A
N
D
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
6.T
H
E
D
E
V
E
L
O
P
E
R
A
N
D
E
N
G
I
N
E
E
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
A
L
L
E
L
E
C
T
R
I
C
A
L
C
O
N
S
T
R
U
C
T
I
O
N
W
I
T
H
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
.
7.CL
E
A
R
A
N
C
E
B
E
T
W
E
E
N
O
V
E
R
H
E
A
D
P
O
W
E
R
A
N
D
N
E
W
B
U
I
L
D
I
N
G
S
T
R
U
C
T
U
R
E
S
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
M
E
E
T
I
N
G
T
H
E
C
U
R
R
E
N
T
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
S
E
R
V
I
C
E
P
O
L
I
C
Y
.
8.SE
E
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
E
L
E
C
T
R
I
C
A
L
S
I
T
E
P
L
A
N
F
O
R
O
F
F
-
S
I
T
E
A
N
D
O
N
-
S
I
T
E
E
L
E
C
T
R
I
C
A
L
,
L
A
Y
O
U
T
,
A
N
D
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
S
.
9.O
W
N
E
R
S
H
A
L
L
B
E
A
R
A
L
L
C
O
S
T
S
T
O
R
E
L
O
C
A
T
E
O
R
R
E
M
O
V
E
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
S
,
L
I
G
H
T
P
O
L
E
S
,
A
N
C
H
O
R
G
U
Y
S
A
N
D
M
I
S
C
E
L
L
A
N
E
O
U
S
E
L
E
C
T
R
I
C
A
L
F
A
C
I
L
I
T
I
E
S
.
10.
A
1
5
F
O
O
T
W
I
D
E
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
I
S
P
E
R
P
E
T
U
A
L
L
Y
R
E
S
E
R
V
E
D
W
I
T
H
I
N
E
A
C
H
L
O
T
A
L
O
N
G
A
L
L
R
O
A
D
F
R
O
N
T
A
G
E
S
F
O
R
T
H
E
U
S
E
O
F
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
O
R
A
N
Y
O
T
H
E
R
U
S
E
S
A
S
D
E
S
I
G
N
A
T
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
P
L
A
T
F
O
R
T
H
I
S
S
U
B
D
I
V
I
S
I
O
N
.
ELE
C
T
R
I
C
A
L
N
O
T
E
S
:
MADISON SQUARE
VICINITY MAP/NOTES/INDEX/ABBREVIATIONS/
CONTACTS
PREPARED FOR: CORY SORENSON
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
N 3RD W
N 4TH WS 4TH W
S
A
L
E
M
A
V
E
20123
20123 MADISON SQUARE P&P
MAY 3, 2022
CAT
C
A
T
GAS
G
A
S
G
A
S
W
W
W
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 12''SD( 12''SD( 12''SD( 12''SD
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
C
A
T
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
T
O
B
E
R
E
M
O
D
E
L
E
D
E
X
I
S
T
I
N
G
S
H
E
D
EXISTING SSMHRIM=4864.72E INV=4846.27 EXISTING SSMHRIM=4863.78E INV=4846.28W INV=4846.18
E
X
I
S
T
I
N
G
S
S
M
H
R
I
M
=
4
8
6
4
.
4
1
W
I
N
V
=
4
8
4
6
.
9
6
E
X
I
S
T
I
N
G
S
D
M
H
R
I
M
=
4
8
6
4
.
6
6
I
N
V
=
4
8
4
6
.
4
6
EXISTING SDMHRIM=4864.92INV=4845.99
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
EXISTING 4' SIDEWALK
6
.
5
'
2
4
'
M
A
I
N
S
T
R
E
E
T
0+00 1+00 2+00 2+200+50 1+50
2
4
.
8
1
'
1
2
7
2
6
2
5
2
4
2
3
2
1
'
3
9
5
-
9
'
X
2
2
'
1
2
'
X
2
0
'
2
4
'
1
4
-
9
'
X
1
6
'
2
3
4
6
7
8
9
1
0
1
2
1
3
2
8
1
1
-
9
'
X
2
0
'
3
4
3
5
3
7
9
'
2
4
'
1
6
'
3
.
5
'
L
A
N
D
S
C
A
P
I
N
G
2
4
'
1
5
1
6
1
7
1
8
1
9
2
0
2
9
3
0
3
1
8
-
9
'
X
2
0
'
2
1
3
2
3
6
1
5
U
N
I
T
S
4
U
N
I
T
S
2
1
.
5
'
2
0
'
5
1
1
1
4
2
2
3
3
3
8
S00° 15' 02"E 180.00'
S
8
9
°
4
4
'
5
8
"
W
1
9
4
.
0
0
'
N
8
9
°
4
4
'
5
8
"
E
1
9
4
.
0
0
'
N00° 15' 02"W 180.00'
GAS
G
A
S
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 12''SD( 12''SD( 12''SD( 12''SD
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
CAT
C
A
T
C
A
T
W
W
W
G
A
S
E
X
I
S
T
I
N
G
S
H
E
D
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
N00° 15' 02"W 180.00'
N
8
9
°
4
4
'
5
8
"
E
1
7
9
.
4
9
'
S00° 15' 02"E 180.00'
S
8
9
°
4
4
'
5
8
"
W
1
9
4
.
0
0
'
W
W
E
S
N
1
0
'
S
C
A
L
E
:
1
"
=
2
0
'
2
0
'
0
2
0
'
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 20'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
2
C-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
EXISTING CONDITIONS/DEMOLITION PLAN
PREPARED FOR: CORY SORENSON
16410
EXISTING GROUND CONTOUR4727EXISTING TREE TO BE REMOVED
R
E
M
O
V
E
E
X
I
S
T
I
N
G
F
R
E
N
C
H
D
R
A
I
N
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
S
T
A
T
E
S
T
A
N
D
A
R
D
S
(
R
E
M
O
V
E
/
F
I
L
L
&
C
O
M
P
A
C
T
P
E
R
S
T
D
.
)
T
R
E
E
S
T
O
B
E
R
E
M
O
V
E
D
T
R
E
E
S
T
O
B
E
R
E
M
O
V
E
D
T
R
E
E
S
T
O
B
E
R
E
M
O
V
E
D
F
E
N
C
E
S
T
O
B
E
R
E
M
O
V
E
D
F
E
N
C
E
S
T
O
B
E
R
E
M
O
V
E
D
A
S
P
H
A
L
T
T
O
B
E
R
E
M
O
V
E
D
A
N
D
N
E
W
C
U
R
B
C
U
T
EXISTING STORM DRAIN MAIN EXISTING SANITARY SEWER MAINEXISTING GAS LINEPROJECT BOUNDARY LINE OVERHEAD POWER LINE EXISTING WATER MAINEXISTING FENCE EXISTING UNDERGROUND CABLECAT( 8''SSWPOWER LINEEXISTING WATER VALVEEXISTING HYDRANTEXISTING WATER METEREXISTING WATER SPIGOT EXISTING MANHOLEEXISTING POWER POLE 8" SEWER MAIN( 8''SS 4" SEWER SUPPLY 6" WATER MAIN6''WEXISTING CURB AND GUTTERPROPOSED ASPHALT DRAINAGE FLOW ARROW0.75%PROPOSED CONCRETE 62.80 TBCPROPOSED ELEVATION1-1/2" WATER SUPPLY1-1/2''W2" WATER SUPPLY2''W4" WATER SUPPLY4''W4''W
20123
20123 MADISON SQUARE P&P
MAY 3, 2022
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
A
N
D
S
T
A
I
R
S
T
O
B
E
R
E
M
O
V
E
D
E
X
I
S
T
I
N
G
C
U
R
B
T
O
B
E
R
E
M
O
V
E
D
E
X
I
S
T
I
N
G
C
O
N
C
R
E
T
E
T
O
B
E
R
E
M
O
V
E
D
E
X
I
S
T
I
N
G
C
O
N
C
R
E
T
E
T
O
B
E
R
E
M
O
V
E
D
M
A
I
N
S
T
R
E
E
T
M
O
V
E
U
N
K
N
O
W
N
R
I
S
E
R
.
W
A
T
E
R
M
E
T
E
R
A
N
D
W
A
T
E
R
V
A
L
V
E
DESCRIPTIONLINETYPE LEGENDN00°14'51"W2639.93'SOUTHWEST CORNERSECTION 19, TOWNSHIP 6 NORTH,RANGE 40 EAST, BOISE MERIDAINCPF INSTRUMENT NUMBER____________
S
O
U
T
H
E
A
S
T
C
O
R
N
E
R
S
E
C
T
I
O
N
1
9
,
T
O
W
N
S
H
I
P
6
N
O
R
T
H
,
R
A
N
G
E
4
0
E
A
S
T
,
B
O
I
S
E
M
E
R
I
D
A
I
N
C
P
F
I
N
S
T
R
U
M
E
N
T
N
U
M
B
E
R
_
_
_
_
_
_
_
_
_
_
_
_
NORTHWEST CORNERSECTION 19, TOWNSHIP 6 NORTH
,
RANGE 40 EAST, BOISE MERIDAINCPF INSTRUMENT NUMBER_____
_
_
_
_
_
_
_
1
6
6
6
.
8
6
'
N
8
9
°
4
4
'
5
8
"
E
2
6
3
7
.
1
0
'
S
E
C
T
I
O
N
L
I
N
E
B
A
S
I
S
O
F
B
E
A
R
I
N
G
N00°15'02"W
65.99'
970.24'SECTION LINE
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
T
O
B
E
R
E
M
O
V
E
D
A
N
D
R
E
P
L
A
C
E
D
B
Y
8
'
S
I
D
E
W
A
L
K
A
S
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
T
O
B
E
R
E
M
O
V
E
D
E
x
i
s
t
i
n
g
w
a
t
e
r
m
e
t
e
r
m
u
s
t
b
e
c
a
p
p
e
d
a
t
m
a
i
n
l
i
n
e
i
f
n
o
t
u
s
e
d
.
E
x
i
s
t
i
n
g
f
i
r
e
h
y
d
r
a
n
t
m
a
y
n
e
e
d
t
o
b
e
m
o
v
e
t
o
n
o
t
p
r
o
t
r
u
d
e
i
n
t
o
n
e
w
s
i
d
e
w
a
l
k
.
CAT
C
A
T
GAS
G
A
S
G
A
S
W
W
W
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 12''SD( 12''SD( 12''SD( 12''SD
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
C
A
T
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
T
O
B
E
R
E
M
O
D
E
L
E
D
E
X
I
S
T
I
N
G
S
H
E
D
EXISTING SSMHRIM=4864.72E INV=4846.27 EXISTING SSMHRIM=4863.78E INV=4846.28W INV=4846.18
E
X
I
S
T
I
N
G
S
S
M
H
R
I
M
=
4
8
6
4
.
4
1
W
I
N
V
=
4
8
4
6
.
9
6
E
X
I
S
T
I
N
G
S
D
M
H
R
I
M
=
4
8
6
4
.
6
6
I
N
V
=
4
8
4
6
.
4
6
EXISTING SDMHRIM=4864.92INV=4845.99
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
EXISTING 4' SIDEWALK
6
.
5
'
2
4
'
M
A
I
N
S
T
R
E
E
T
0+00 1+00 2+00 2+200+50 1+50
2
4
.
8
1
'
1
2
7
2
6
2
5
2
4
2
3
2
1
'
3
9
5
-
9
'
X
2
2
'
1
2
'
X
2
0
'
2
4
'
1
4
-
9
'
X
1
6
'
2
3
4
6
7
8
9
1
0
1
2
1
3
2
8
1
1
-
9
'
X
2
0
'
3
4
3
5
3
7
9
'
2
4
'
1
6
'
3
.
5
'
L
A
N
D
S
C
A
P
I
N
G
2
4
'
1
5
1
6
1
7
1
8
1
9
2
0
2
9
3
0
3
1
8
-
9
'
X
2
0
'
2
1
3
2
3
6
1
5
U
N
I
T
S
4
U
N
I
T
S
2
1
.
5
'
2
0
'
5
1
1
1
4
2
2
3
3
3
8
S00° 15' 02"E 180.00'
S
8
9
°
4
4
'
5
8
"
W
1
9
4
.
0
0
'
N
8
9
°
4
4
'
5
8
"
E
1
9
4
.
0
0
'
N00° 15' 02"W 180.00'
GAS
G
A
S
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 12''SD( 12''SD( 12''SD( 12''SD
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
EXISTING SSMHRIM=4864.72E INV=4846.27 EXISTING SSMHRIM=4863.78E INV=4846.28W INV=4846.18
E
X
I
S
T
I
N
G
S
S
M
H
R
I
M
=
4
8
6
4
.
4
1
W
I
N
V
=
4
8
4
6
.
9
6
E
X
I
S
T
I
N
G
S
D
M
H
R
I
M
=
4
8
6
4
.
6
6
I
N
V
=
4
8
4
6
.
4
6
EXISTING SDMHRIM=4864.92INV=4845.99
6
"
X
4
"
T
E
E
W
/
T
H
R
U
S
T
B
L
O
C
K
I
N
S
T
A
L
L
D
O
G
H
O
U
S
E
M
H
R
I
M
=
4
8
6
4
.
1
(
M
A
T
C
H
E
X
I
S
T
I
N
G
)
N
I
N
V
=
4
8
4
6
.
7
5
E
&
W
I
N
V
=
4
8
4
6
.
6
5
(
F
I
E
L
D
V
E
R
I
F
Y
)
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
I
N
S
T
A
L
L
S
S
M
H
R
I
M
=
4
8
6
2
.
5
0
I
N
V
O
U
T
=
4
8
4
7
.
4
8
2
4
'
P
L
U
G
&
T
H
R
U
S
T
B
L
O
C
K
I
N
S
T
A
L
L
2
-
2
"
X
1
"
T
E
E
S
(
4
'
'
S
S
(
4
'
'
S
S
2''W 2''W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
(
4
'
'
S
S
(
4
'
'
S
S
6
"
X
4
"
T
E
E
&
6
"
X
2
"
R
E
D
U
C
E
R
&
T
H
R
U
S
T
B
L
O
C
K
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
2
'
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
6''W
T
R
A
S
H
W
/
E
N
C
L
O
S
U
R
E
I
R
R
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS
W
A
T
E
R
L
I
N
E
S
T
O
B
E
P
L
A
C
E
D
A
S
F
A
R
A
W
A
Y
F
R
O
M
T
H
E
B
U
I
L
D
I
N
G
A
S
P
O
S
S
I
B
L
E
.
I
N
S
T
A
L
L
C
B
#
1
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
=
5
9
.
5
0
W
W
W
G
A
S
E
X
I
S
T
I
N
G
S
H
E
D
I
N
S
T
A
L
L
C
B
#
3
G
R
A
T
E
=
6
2
.
4
0
S
I
N
V
=
5
9
.
1
2
N
I
N
V
O
U
T
=
5
9
.
0
2
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
12''SD )
I
N
S
T
A
L
L
C
B
#
2
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
I
N
=
5
9
.
3
6
N
I
N
V
O
U
T
=
5
9
.
2
6
12''SD )
6
.
5
'
M
I
N
.
L
A
N
D
S
C
A
P
E
C
O
M
P
A
N
Y
T
O
C
O
N
N
E
C
T
A
N
D
C
O
M
P
L
E
T
E
T
H
E
W
A
T
E
R
S
Y
S
T
E
M
F
O
R
L
A
N
D
S
C
A
P
I
N
G
1
0
'
1
4
'
±
L
A
N
D
S
C
A
P
E
C
O
M
P
A
N
Y
T
O
C
O
N
N
E
C
T
A
N
D
C
O
M
P
L
E
T
E
T
H
E
W
A
T
E
R
S
Y
S
T
E
M
F
O
R
L
A
N
D
S
C
A
P
I
N
G
6
'
R
A
M
P
4864
4864
4864
4
8
6
4
4
8
6
2
4
8
6
4
4
8
6
4
4
8
6
8
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
S
E
E
S
H
E
E
T
D
-
1
(
T
Y
P
)
N
Y
L
O
P
L
A
S
T
S
D
M
H
(
S
E
E
T
A
B
L
E
1
)
W
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
S
E
E
S
H
E
E
T
D
-
1
(
T
Y
P
)
FIRE RISER
UNIT 3 GARAGE UNIT 4 GARAGE
COMMON 2
COV. PORCH
UNIT 2 GARAGEUNIT 1 GARAGE
COMMON 1
COV. PORCHMECH.
9
.
3
'
I
N
S
T
A
L
L
C
O
N
C
R
E
T
E
P
A
D
I
N
S
T
A
L
L
N
E
W
S
I
D
E
W
A
L
K
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
I
N
S
T
A
L
L
2
-
2
"
X
1
"
T
E
E
S
W
E
S
N
1
0
'
S
C
A
L
E
:
1
"
=
2
0
'
2
0
'
0
2
0
'
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 10'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
3
C-2
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
OVERALL UTILITY SITE PLAN/GRADING PLAN
PREPARED FOR: CORY SORENSON
16410
N
O
T
E
S
:
1
.
C
U
R
R
E
N
T
Z
O
N
I
N
G
:
M
I
X
E
D
U
S
E
(
M
U
)
M
I
N
.
F
R
O
N
T
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
=
0
'
-
1
0
'
M
I
N
.
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
:
6
'
B
A
C
K
Y
A
R
D
S
E
T
B
A
C
K
:
6
'
L
A
N
D
S
C
A
P
I
N
G
=
2
1
%
L
O
T
A
R
E
A
:
0
.
5
9
4
A
C
R
E
S
(
2
5
,
8
9
5
S
F
)
R
E
Q
U
I
R
E
D
P
A
R
K
I
N
G
=
2
S
T
A
L
L
S
P
E
R
U
N
I
T
/
4
2
P
A
R
K
I
N
G
=
4
2
S
T
A
L
L
S
I
N
C
L
U
D
I
N
G
2
G
A
R
A
G
E
S
L
A
N
D
S
C
A
P
I
N
G
R
E
Q
U
I
R
E
D
:
1
0
%
B
U
I
L
D
I
N
G
A
R
E
A
:
1
0
,
7
6
5
S
F
B
U
I
L
D
I
N
G
H
E
I
G
H
T
=
2
4
'
2
.
6
"
W
L
S
H
A
L
L
B
E
D
I
C
L
A
S
S
5
0
A
N
D
S
H
A
L
L
I
N
C
L
U
D
E
A
L
L
A
P
P
U
R
T
E
N
A
N
C
E
S
&
T
H
R
U
S
T
B
L
O
C
K
S
R
E
Q
U
I
R
E
D
F
O
R
C
O
M
P
L
E
T
E
I
N
S
T
A
L
L
A
T
I
O
N
M
E
E
T
I
N
G
C
I
T
Y
S
T
A
N
D
A
R
D
S
.
T
H
E
W
A
T
E
R
S
E
R
V
I
C
E
S
S
H
A
L
L
B
E
P
O
L
Y
P
I
P
E
A
N
D
S
H
A
L
L
I
N
C
L
U
D
E
A
L
L
A
P
P
U
R
T
E
N
A
N
C
E
S
&
T
H
R
U
S
T
B
L
O
C
K
S
R
E
Q
U
I
R
E
D
F
O
R
C
O
M
P
L
E
T
E
I
N
S
T
A
L
L
A
T
I
O
N
.
3
.
C
O
N
T
R
A
C
T
O
R
T
O
B
E
A
W
A
R
E
T
H
E
R
E
A
R
E
N
U
M
E
R
O
U
S
U
T
I
L
I
T
I
E
S
W
I
T
H
I
N
A
N
D
S
H
A
L
L
C
A
L
L
F
O
R
L
O
C
A
T
E
S
P
R
I
O
R
T
O
E
X
C
A
V
A
T
I
O
N
.
T
H
E
R
E
W
E
R
E
N
O
R
E
C
O
R
D
E
D
E
A
S
E
M
E
N
T
S
F
O
U
N
D
O
N
S
A
I
D
U
T
I
L
I
T
I
E
S
;
H
O
W
E
V
E
R
E
A
S
E
M
E
N
T
S
A
R
E
N
O
W
W
R
I
T
T
E
N
F
O
R
T
H
E
S
A
N
I
T
A
R
Y
S
E
W
E
R
A
N
D
W
A
T
E
R
M
A
I
N
S
W
I
T
H
I
N
T
H
I
S
S
I
T
E
P
L
A
N
.
4
.
F
I
R
E
P
R
O
T
E
C
T
I
O
N
T
O
M
E
E
T
N
F
P
A
1
3
R
.
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
R
E
P
L
A
C
E
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
W
I
T
H
8
'
S
I
D
E
W
A
L
K
A
S
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
N
E
W
C
U
R
B
C
U
T
62.80 TBCPROPOSED ELEVATIONEXISTING GROUND CONTOUR4727 EXISTING STORM DRAIN MAIN EXISTING SANITARY SEWER MAINEXISTING GAS LINEPROJECT BOUNDARY LINE OVERHEAD POWER LINE EXISTING WATER MAINEXISTING FENCE EXISTING UNDERGROUND CABLECAT( 8''SSWPOWER LINEEXISTING WATER VALVEEXISTING HYDRANTEXISTING WATER METER EXISTING MANHOLEEXISTING POWER POLE 8" SEWER MAIN( 8''SS 4" SEWER SUPPLY 6" WATER MAIN6''W 1-1/2" WATER SUPPLY1-1/2''WEXISTING CURB AND GUTTERPROPOSED ASPHALT DRAINAGE FLOW ARROW0.75%PROPOSED CONCRETENEW TREE NEW BUSH 2" WATER SUPPLY2''W4" WATER SUPPLY4''W( 12"SDG 1" WATER SUPPLY1''W
20123
20123 MADISON SQUARE P&P
MAY 3, 2022
S
T
O
R
M
P
O
N
D
STORM POND
S
T
O
R
M
P
O
N
D
S
E
E
S
H
E
E
T
C
-
3
F
O
R
G
R
A
D
E
S
S
T
O
R
M
P
O
N
D
S
E
E
S
H
E
E
T
C
-
3
F
O
R
G
R
A
D
E
S
S
T
O
R
M
P
O
N
D
S
E
E
S
H
E
E
T
C
-
3
F
O
R
G
R
A
D
E
S
B
L
D
G
1
F
F
6
5
.
1
4
4
"
F
I
R
E
L
I
N
E
4
"
P
O
T
A
B
L
E
W
A
T
E
R
L
I
N
E
1
1
/
2
"
I
R
R
I
G
A
T
I
O
N
L
I
N
E
1
1
/
2
"
I
R
R
I
G
A
T
I
O
N
L
I
N
E
LINETYPE LEGENDNEW 18" LIP UP CURB & GUTTERNEW 18" LIP DOWN CURB & GUTTER
R
E
P
L
A
C
E
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
W
I
T
H
8
'
S
I
D
E
W
A
L
K
A
S
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
I
N
S
T
A
L
L
N
E
W
S
I
D
E
W
A
L
K
T
h
i
s
a
r
e
a
m
u
s
t
m
e
e
t
s
c
r
e
e
n
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
s
e
e
3
.
0
4
.
0
6
0
S
i
g
h
t
t
r
i
a
n
g
l
e
r
e
q
u
i
r
e
m
e
n
t
s
a
p
p
l
y
a
t
e
n
t
r
a
n
c
e
N
e
e
d
t
o
v
e
r
i
f
y
t
h
a
t
3
0
f
t
.
m
i
n
i
m
u
m
t
u
r
n
i
n
g
r
a
d
i
u
s
a
n
d
4
5
f
t
.
m
i
n
.
o
u
t
s
i
d
e
t
u
r
n
i
n
g
r
a
d
i
u
s
.
150 ft. m
a
x
.
t
o
a
l
l
F
i
r
e
Departm
e
n
t
connecti
o
n
s
f
r
o
m
t
h
e
fire hydr
a
n
t
.
30 ft. min. inside t
u
r
n
radius and 45 ft.
m
i
n
.
outside turn radiu
s
.
N
e
e
d
t
o
v
e
r
i
f
y
w
h
e
r
e
a
l
l
F
D
C
'
s
a
r
e
l
o
c
a
t
e
d
.
I
r
r
i
g
a
t
i
o
n
w
i
l
l
n
e
e
d
m
e
t
e
r
a
l
s
o
W
i
l
l
e
x
i
s
t
i
n
g
w
a
t
e
r
a
n
d
s
e
w
e
r
s
e
r
v
i
c
e
s
b
e
u
n
d
e
r
n
e
w
s
t
r
u
c
t
u
r
e
?
W
h
e
r
e
w
i
l
l
n
e
w
m
e
t
e
r
s
b
e
p
l
a
c
e
d
?
C
o
m
m
e
r
c
i
a
l
a
p
p
r
o
a
c
h
r
e
q
u
i
r
e
d
p
e
r
C
i
t
y
o
f
R
e
x
b
u
r
g
S
t
a
n
d
a
r
d
s
.
D
u
e
t
o
c
o
n
f
l
i
c
t
i
n
g
d
e
t
a
i
l
s
o
n
p
l
a
n
s
a
n
d
l
a
c
k
o
f
b
u
i
l
d
i
n
g
i
n
f
o
r
m
a
t
i
o
n
,
a
f
u
l
l
r
e
v
i
e
w
c
a
n
n
o
t
b
e
c
o
m
p
l
e
t
e
d
.
CAT
C
A
T
GAS
G
A
S
G
A
S
W
W
W
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 12''SD( 12''SD( 12''SD( 12''SD( 12''
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
C
A
T
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
T
O
B
E
R
E
M
O
D
E
L
E
D
E
X
I
S
T
I
N
G
S
H
E
D
EXISTING SSMHRIM=4864.72E INV=4846.27 EXISTING SSMHRIM=4863.78E INV=4846.28W INV=4846.18
E
X
I
S
T
I
N
G
S
S
M
H
R
I
M
=
4
8
6
4
.
4
1
W
I
N
V
=
4
8
4
6
.
9
6
E
X
I
S
T
I
N
G
S
D
M
H
R
I
M
=
4
8
6
4
.
6
6
I
N
V
=
4
8
4
6
.
4
6
EXISTING SDMHRIM=4864.92INV=4845.99
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
C
A
T
6
.
5
'
M
A
I
N
S
T
R
E
E
T
0+00 1+00 2+00 2+200+50 1+50
2
4
.
8
1
'
1
2
7
2
6
2
5
2
4
2
3
2
1
'
3
9
5
-
9
'
X
2
2
'
1
2
'
X
2
0
'
2
4
'
1
4
-
9
'
X
1
6
'
2
3
4
6
7
8
9
1
0
1
2
1
3
2
8
1
1
-
9
'
X
2
0
'
3
4
3
5
3
7
9
'
2
4
'
1
6
'
1
5
1
6
1
7
1
8
1
9
2
0
2
9
3
0
3
1
8
-
9
'
X
2
0
'
2
1
3
2
3
6
1
5
U
N
I
T
S
4
U
N
I
T
S
2
1
.
5
'
2
0
'
5
1
1
1
4
2
2
3
3
3
8
S00° 15' 02"E 180.00'
S
8
9
°
4
4
'
5
8
"
W
1
9
4
.
0
0
'
N
8
9
°
4
4
'
5
8
"
E
1
9
4
.
0
0
'
N00° 15' 02"W 180.00'
GAS
G
A
S
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 12''SD( 12''SD( 12''SD( 12''SD( 12''
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
(
1
2
'
'
S
D
2
4
'
T
B
C
6
4
.
2
8
1
.
5
%
6
3
.
0
0
6
4
.
0
0
6
4
.
0
0
6
3
.
0
0
O
I
L
6
3
.
3
0
O
I
L
6
3
.
2
5
O
I
L
6
3
.
7
0
T
B
C
6
4
.
2
8
T
B
W
6
3
.
7
8
O
I
L
6
3
.
4
0
O
I
L
6
3
.
2
7
O
I
L
6
2
.
9
8
O
I
L
6
2
.
8
0
T
B
C
6
3
.
7
2
T
F
W
/
O
I
L
6
3
.
2
0
2.0%
2
.
0
%
F
R
O
N
T
O
F
G
A
R
A
G
E
=
6
3
.
3
6
58 L.F. 12" SD @ 0.24%6
2
.
0
0
6
1
.
0
0
I
N
S
T
A
L
L
C
B
#
1
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
=
5
9
.
5
0
W
W
W
G
A
S
E
X
I
S
T
I
N
G
S
H
E
D
I
N
S
T
A
L
L
C
B
#
3
G
R
A
T
E
=
6
2
.
4
0
S
I
N
V
=
5
9
.
1
2
N
I
N
V
O
U
T
=
5
9
.
0
2
T
F
W
6
3
.
7
8
T
F
W
6
3
.
7
0
E
O
6
3
.
2
0
O
I
L
6
3
.
1
0
G
R
A
D
E
B
R
E
A
K
1
.
5
%
1
.
5
%
2.0%2.0%
S
T
O
R
M
P
O
N
D
S
T
A
I
R
W
E
L
L
6
4
.
0
0
58 L.F. 12" SD @ 0.24%
6
1
.
0
0
A
D
S
S
T
O
R
M
T
E
C
H
I
N
F
I
L
T
R
A
T
I
O
N
S
Y
S
T
E
M
-
S
E
E
T
A
B
L
E
1
T
F
W
/
T
B
C
6
4
.
2
0
O
I
L
6
3
.
7
0
O
I
L
6
3
.
7
0
T
F
W
6
3
.
7
0
E
O
6
3
.
2
0
O
I
L
6
3
.
1
0
B
A
S
E
M
E
N
T
=
6
0
.
7
9
T
O
P
F
L
O
O
R
=
6
9
.
9
1
G
R
A
D
E
B
R
E
A
K
1
.
5
%
1
.
5
%
2
.
0
%
S
T
A
I
R
W
E
L
L
O
I
L
6
3
.
1
0
6
4
.
0
0
6
2
.
0
0
O
I
L
6
3
.
4
0
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
12''SD )
I
N
S
T
A
L
L
C
B
#
2
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
I
N
=
5
9
.
3
6
N
I
N
V
O
U
T
=
5
9
.
2
6
S
T
O
R
M
A
R
E
A
1
3
4
,
9
2
0
S
F
G
R
A
D
E
B
R
E
A
K
1
.
5
%
S
T
A
I
R
W
E
L
L
62.00
60.00
O
I
L
6
3
.
7
0
O
I
L
6
3
.
7
0
O
I
L
6
3
.
1
0
G
R
A
D
E
B
R
E
A
K
1
.
5
%
1
.
5
%
2.0%2.0%
S
T
A
I
R
W
E
L
L
T
B
W
6
3
.
2
8
T
F
W
/
O
I
L
6
3
.
2
0
F
R
O
N
T
O
F
G
A
R
A
G
E
=
6
3
.
3
6
12''SD )
6
.
5
'
M
I
N
.
1
0
'
1
4
'
±
T
B
C
6
3
.
4
5
T
B
W
6
3
.
7
8
1
.
5
%
2.0%
T
F
W
6
3
.
7
0
T
F
W
/
O
I
L
6
3
.
2
0
T
B
W
6
3
.
7
8
T
B
W
6
3
.
2
8
O
I
L
6
2
.
9
2
O
I
L
6
2
.
9
2
O
I
L
6
2
.
7
5
T
B
W
6
3
.
2
8
T
B
W
6
3
.
2
8
O
I
L
6
3
.
1
2
O
I
L
6
3
.
0
0
T
B
C
6
3
.
6
0
O
I
L
6
2
.
8
0
T
B
W
6
3
.
8
7
T
B
W
6
5
.
0
0
T
B
C
6
3
.
8
5
T
B
C
6
3
.
9
0
4864
4864
4864
4
8
6
4
4
8
6
2
4
8
6
4
4
8
6
4
4
8
6
8
64.0064.0064.00
O
I
L
6
3
.
2
0
T
B
W
6
3
.
7
8
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
S
E
E
S
H
E
E
T
D
-
1
(
T
Y
P
)
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
O
I
L
6
3
.
7
0
T
B
W
6
4
.
3
0
T
B
C
6
3
.
6
0
64.00 63.0064.00 63.00
N
Y
L
O
P
L
A
S
T
S
D
M
H
(
S
E
E
T
A
B
L
E
1
)
2
.
0
%
W
6
2
.
0
0
6
1
.
0
0
61.00
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
S
E
E
S
H
E
E
T
D
-
1
(
T
Y
P
)
FIRE RISER
UNIT 3 GARAGE UNIT 4 GARAGE
COMMON 2
COV. PORCH
UNIT 2 GARAGEUNIT 1 GARAGE
COMMON 1
COV. PORCHMECH.
9
.
3
'
INSTALL C
O
N
C
R
E
T
E
P
A
D
I
N
S
T
A
L
L
N
E
W
S
I
D
E
W
A
L
K
W
E
S
N
1
0
'
S
C
A
L
E
:
1
"
=
2
0
'
2
0
'
0
2
0
'
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 10'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
4
C-3
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
STORM PLAN
PREPARED FOR: COREY SORENSON
16410
N
O
T
E
S
:
S
E
E
N
O
T
E
S
I
N
S
T
O
R
M
T
A
B
L
E
S
F
O
R
S
T
O
R
M
D
R
A
I
N
A
G
E
A
N
D
R
O
O
F
D
R
A
I
N
G
U
T
T
E
R
S
.
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
C
O
N
T
R
A
C
T
O
R
T
O
I
N
S
T
A
L
L
A
S
T
O
R
M
T
E
C
H
M
C
3
5
0
0
S
Y
S
T
E
M
W
I
T
H
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
A
N
D
O
U
T
L
E
T
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
S
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
T
O
B
E
S
U
B
M
I
T
T
E
D
T
O
E
A
G
L
E
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
F
O
R
A
P
P
R
O
V
A
L
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
M
I
N
I
M
U
M
R
E
Q
U
I
R
E
D
S
T
O
R
A
G
E
:
3
0
5
0
C
F
.
(
S
E
E
T
A
B
L
E
1
)
20123
20123 MADISON SQUARE P&P
MAY 3, 2022
F
F
6
4
.
1
9
F
F
6
5
.
4
7
N
O
R
T
H
E
A
S
T
S
T
O
R
M
P
O
N
D
(
S
E
E
T
A
B
L
E
2
)
WEST ST
O
R
M
P
O
N
D
(S
E
E
T
A
B
L
E
2
)
S
O
U
T
H
E
A
S
T
S
T
O
R
M
P
O
N
D
(
S
E
E
T
A
B
L
E
2
)
4846 4848 4850 4852 4854 4856 4858 4860 4862 4864 4866 4868
4
8
4
6
4
8
4
8
4
8
5
0
4
8
5
2
4
8
5
4
4
8
5
6
4
8
5
8
4
8
6
0
4
8
6
2
4
8
6
4
4
8
6
6
4
8
6
8
0+00
1
+
0
0
2
+
0
0
2
+
2
0
OIL STA:0+50.90
ELEV:4863.04'
OIL STA:0+56.85
ELEV:4862.94'
GRATE STA:0+76.01
ELEV:4862.50'
OIL STA:1+02.87
ELEV:4863.10'
OIL STA:1+60.41
ELEV:4863.10'
GRATE STA:1+32.38
ELEV:4862.50'
GRATE STA:1+90.38
ELEV:4862.50'
-
1
.
6
8
%
-
2
.
3
0
%
2
.
2
3
%
-
2
.
0
3
%
2
.
1
4
%
-
2
.
0
0
%
TBW STA:0+36.39
ELEV:4863.69'
EO STA:2+16.32
ELEV:4863.52'
3
.
9
3
%
-
4
.
4
8
%
4846 4848 4850 4852 4854 4856 4858 4860 4862 4864 4866 4868
4
8
4
6
4
8
4
8
4
8
5
0
4
8
5
2
4
8
5
4
4
8
5
6
4
8
5
8
4
8
6
0
4
8
6
2
4
8
6
4
4
8
6
6
4
8
6
8
0+00
1
+
0
0
2
+
0
0
2
+
4
0
I
N
S
T
A
L
L
S
S
M
H
#
2
S
T
A
:
1
+
8
7
.
4
7
R
I
M
=
4
8
6
2
.
5
0
S
I
N
V
O
U
T
=
4
8
4
7
.
4
8
1
8
2
L
F
O
F
1
2
"
P
V
C
@
0
.
4
0
%
INSTAL
L
S
S
M
H
#
1
(IN EXIS
T
I
N
G
L
I
N
E
-
D
O
G
H
O
U
S
E
M
H
)
STA:0+
0
5
.
4
0
RIM=48
6
4
.
1
0
N INV I
N
=
4
8
4
6
.
7
5
E & W I
N
V
=
4
8
4
6
.
6
5
(FIELD
V
E
R
I
F
Y
)
OIL STA:0+50.90
ELEV:4863.04'
OIL STA:0+56.85
ELEV:4862.94'
GRATE STA:0+76.01
ELEV:4862.50'
OIL STA:1+02.87
ELEV:4863.10'
OIL STA:1+60.41
ELEV:4863.10'
GRATE STA:1+32.38
ELEV:4862.50'
GRATE STA:1+90.38
ELEV:4862.40'
-
1
.
6
8
%
-
2
.
3
0
%
2
.
2
3
%
-
2
.
0
3
%
2
.
1
4
%
-
2
.
3
4
%
5
7
L
F
O
F
1
2
"
P
V
C
@
0
.
2
5
%
5
8
L
F
O
F
1
2
"
P
V
C
@
0
.
2
4
%
I
N
S
T
A
L
L
2
4
.
3
2
'
O
F
6
"
W
A
T
E
R
L
I
N
E
4
2
.
9
7
'
O
F
E
X
I
S
T
I
N
G
2
"
W
A
T
E
R
L
I
N
E
I
N
S
T
A
L
L
C
B
#
2
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
I
N
=
5
9
.
3
6
N
I
N
V
O
U
T
=
5
9
.
2
6
I
N
S
T
A
L
L
C
B
#
3
G
R
A
T
E
=
6
2
.
4
0
1
2
"
I
N
V
I
N
=
5
9
.
1
2
1
2
"
I
N
V
O
U
T
=
5
9
.
0
2
TBW STA:0+36.39
ELEV:4863.69'
EO STA:2+16.32
ELEV:4863.10'
-
4
.
4
8
%
I
N
S
T
A
L
L
2
-
1
"
W
A
T
E
R
S
E
R
V
I
C
E
S
W
I
T
H
A
L
L
A
P
P
U
R
T
E
N
A
N
C
E
S
A
N
D
T
H
R
U
S
T
B
L
O
C
K
H
O
T
T
A
P
C
O
N
N
E
C
T
I
O
N
T
O
E
X
I
S
T
I
N
G
W
A
T
E
R
M
A
I
N
A
N
D
T
H
R
U
S
T
B
L
O
C
K
I
N
S
T
A
L
L
6
"
X
4
"
T
E
E
F
O
R
F
I
R
E
L
I
N
E
W
/
T
H
R
U
S
T
B
L
O
C
K
I
N
S
T
A
L
L
6
"
X
4
"
T
E
E
W
/
T
H
R
U
S
T
B
L
O
C
K
(
P
O
T
A
B
L
E
W
A
T
E
R
L
I
N
E
)
I
N
S
T
A
L
L
6
"
X
2
"
R
E
D
U
C
E
R
&
T
H
R
U
S
T
B
L
O
C
K
A
S
P
H
A
L
T
I
N
S
T
A
L
L
C
B
#
1
G
R
A
T
E
=
6
2
.
5
0
N
I
N
V
O
U
T
=
5
9
.
5
0
6
'
M
I
N
B
U
R
Y
1
1
2
"
W
A
T
E
R
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
E
A
S
T
&
W
E
S
T
P
E
R
C
I
T
Y
S
T
A
N
D
A
R
D
S
(
L
A
N
D
S
C
A
P
E
W
A
T
E
R
)
I
N
S
T
A
L
L
N
Y
L
O
P
L
A
S
T
M
H
S
T
A
T
I
O
N
:
1
+
9
3
.
3
7
R
I
M
=
6
2
.
4
0
1
2
"
I
N
V
I
N
=
5
9
.
0
1
2
4
"
I
N
V
O
U
T
=
5
8
.
0
1
T
O
A
D
S
C
H
A
M
B
E
R
S
Y
S
T
E
M
A
D
S
S
T
O
R
M
T
E
C
H
I
N
F
I
L
T
R
A
T
I
O
N
S
Y
S
T
E
M
-
S
E
E
T
A
B
L
E
1
5
L
F
2
4
"
P
V
C
@
0
.
0
8
%
5
L
F
1
2
"
P
V
D
@
0
.
2
2
%
2
.
6
9
%
GAS
G
A
S
W
W
W
( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS ( 12''SD( 12''SD( 12''SD( 12''SD
C
A
T
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
T
O
B
E
R
E
M
O
D
E
L
E
D
EXISTING SDMH RIM=4864.66 INV=4846.46 CATCATCATCATCATCAT
E
X
I
S
T
I
N
G
S
I
D
E
W
A
L
K
E
X
I
S
T
I
N
G
4
'
S
I
D
E
W
A
L
K
2
4
'
MAIN STREET 0+00
1
+
0
0
2
+
0
0
2
+
2
0
0
+
5
0
1
+
5
0
2
4
.
8
1
'
1
2
7
2
6
2
5
2
4
2
3
2
1
'
3
9
5
-
9
'
X
2
2
'
1
2
'
X
2
0
'
2
4
'
1
4
-
9
'
X
1
6
'
2
3
4
6
7
8
9
1
0
1
2
1
3
2
8
1
1
-
9
'
X
2
0
'
3
4
3
5
3
7
9
'
2
4
'
1
6
'
3
.
5
'
L
A
N
D
S
C
A
P
I
N
G
2
4
'
1
5
1
6
1
7
1
8
1
9
2
0
2
9
3
0
3
1
8
-
9
'
X
2
0
'
2
1
3
2
3
6
1
5
U
N
I
T
S
4
U
N
I
T
S
2
1
.
5
'
2
0
'
5
1
1
1
4
2
2
3
3
3
8
S89° 44' 58"W 194.00'
N89° 44' 58"E 194.00'
GAS ( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS( 8''SS ( 12''SD( 12''SD( 12''SD( 12''SD
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
I
N
S
T
A
L
L
S
S
M
H
R
I
M
=
4
8
6
2
.
5
0
I
N
V
O
U
T
=
4
8
4
7
.
4
8
2
4
'
(
4
'
'
S
S
(
4
'
'
S
S
2
'
'
W
2
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
4
'
'
W
(
4
'
'
S
S
(
4
'
'
S
S
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
6
'
'
W
I
R
R
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
( 8''S
S
T
B
C
6
4
.
2
8
1
.
5
%
6
3
.
0
0
6
4
.
0
0
6
4
.
0
0
6
3
.
0
0
O
I
L
6
3
.
3
0
O
I
L
6
3
.
2
5
O
I
L
6
3
.
7
0
T
B
C
6
4
.
2
8
T
B
W
6
3
.
7
8
O
I
L
6
3
.
4
0
O
I
L
6
3
.
2
7
O
I
L
6
2
.
9
8
O
I
L
6
2
.
8
0
T
B
C
6
3
.
7
2
T
F
W
/
O
I
L
6
3
.
2
0
2
.
0
%
2
.
0
%
F
R
O
N
T
O
F
G
A
R
A
G
E
=
6
3
.
3
6
5
8
L
.
F
.
1
2
"
S
D
@
0
.
2
4
%
6
2
.
0
0
6
1
.
0
0
I
N
S
T
A
L
L
C
B
#
1
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
=
5
9
.
5
0
W
W
W
G
A
S
I
N
S
T
A
L
L
C
B
#
3
G
R
A
T
E
=
6
2
.
4
0
S
I
N
V
=
5
9
.
1
2
N
I
N
V
O
U
T
=
5
9
.
0
2
T
F
W
6
3
.
7
8
T
F
W
6
3
.
7
0
E
O
6
3
.
2
0
O
I
L
6
3
.
1
0
G
R
A
D
E
B
R
E
A
K
1
.
5
%
1
.
5
%
2
.
0
%
2
.
0
%
S
T
O
R
M
P
O
N
D
S
T
A
I
R
W
E
L
L
6
4
.
0
0
5
8
L
.
F
.
1
2
"
S
D
@
0
.
2
4
%
6
1
.
0
0
A
D
S
S
T
O
R
M
T
E
C
H
I
N
F
I
L
T
R
A
T
I
O
N
S
Y
S
T
E
M
-
S
E
E
T
A
B
L
E
1
T
F
W
/
T
B
C
6
4
.
2
0
O
I
L
6
3
.
7
0
O
I
L
6
3
.
7
0
T
F
W
6
3
.
7
0
E
O
6
3
.
2
0
O
I
L
6
3
.
1
0
B
A
S
E
M
E
N
T
=
6
0
.
7
9
T
O
P
F
L
O
O
R
=
6
9
.
9
1
G
R
A
D
E
B
R
E
A
K
1
.
5
%
1
.
5
%
2
.
0
%
S
T
A
I
R
W
E
L
L
O
I
L
6
3
.
1
0
6
4
.
0
0
6
2
.
0
0
O
I
L
6
3
.
4
0
E
X
I
S
T
I
N
G
3
0
'
X
8
4
'
F
O
U
R
-
P
L
E
X
1
2
'
'
S
D
)
I
N
S
T
A
L
L
C
B
#
2
G
R
A
T
E
=
6
2
.
5
0
S
I
N
V
I
N
=
5
9
.
3
6
N
I
N
V
O
U
T
=
5
9
.
2
6
G
R
A
D
E
B
R
E
A
K
1
.
5
%
S
T
A
I
R
W
E
L
L
6
2
.
0
0
O
I
L
6
3
.
7
0
O
I
L
6
3
.
7
0
O
I
L
6
3
.
1
0
G
R
A
D
E
B
R
E
A
K
1
.
5
%
1
.
5
%
2
.
0
%
2
.
0
%
S
T
A
I
R
W
E
L
L
T
B
W
6
3
.
2
8
T
F
W
/
O
I
L
6
3
.
2
0
F
R
O
N
T
O
F
G
A
R
A
G
E
=
6
3
.
3
6
1
2
'
'
S
D
)
1
0
'
1
4
'
±
T
B
C
6
3
.
4
5
T
B
W
6
3
.
7
8
1
.
5
%
2
.
0
%
T
F
W
6
3
.
7
0
T
F
W
/
O
I
L
6
3
.
2
0
T
B
W
6
3
.
7
8
T
B
W
6
3
.
2
8
O
I
L
6
2
.
9
2
O
I
L
6
2
.
9
2
O
I
L
6
2
.
7
5
T
B
W
6
3
.
2
8
T
B
W
6
3
.
2
8
O
I
L
6
3
.
1
2
O
I
L
6
3
.
0
0
T
B
C
6
3
.
6
0
O
I
L
6
2
.
8
0
T
B
W
6
3
.
8
7
T
B
W
6
5
.
0
0
T
B
C
6
3
.
8
5
T
B
C
6
3
.
9
0
O
I
L
6
3
.
2
0
T
B
W
6
3
.
7
8
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
S
E
E
S
H
E
E
T
D
-
1
(
T
Y
P
)
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
T
F
W
6
4
.
2
0
T
B
W
6
4
.
3
0
O
I
L
6
3
.
7
0
T
B
W
6
4
.
3
0
T
B
C
6
3
.
6
0
N
Y
L
O
P
L
A
S
T
S
D
M
H
(
S
E
E
T
A
B
L
E
1
)
2
.
0
%
W
6
2
.
0
0
6
1
.
0
0
6
1
.
0
0
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
S
E
E
S
H
E
E
T
D
-
1
(
T
Y
P
)
U
N
I
T
3
G
A
R
A
G
E
U
N
I
T
4
G
A
R
A
G
E
C
O
M
M
O
N
2
U
N
I
T
2
G
A
R
A
G
E
U
N
I
T
1
G
A
R
A
G
E
C
O
M
M
O
N
1
I
N
S
T
A
L
L
N
E
W
S
I
D
E
W
A
L
K
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
(
4
'
'
S
S
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
1
'
'
W
W
E
S
N
1
0
'
S
C
A
L
E
:
1
"
=
2
0
'
2
0
'
0
2
0
'
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
1" = 20'
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
5
PP-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
PARKING LOT PLAN & PROFILE
PREPARED FOR: COREY SORENSON
16410PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
LANDSCAPE C
O
M
P
A
N
Y
T
O
CONNECT AN
D
C
O
M
P
L
E
T
E
THE WATER
S
Y
S
T
E
M
F
O
R
L
A
N
D
S
C
A
P
I
N
G
LANDSCAPE COMPANY TO C
O
N
N
E
C
T
A
N
D
COMPLETE THE WATER
S
Y
S
T
E
M
F
O
R
L
A
N
D
S
C
A
P
I
N
G
P
L
U
G
&
T
H
R
U
S
T
B
L
O
C
K
I
N
S
T
A
L
L
2
-
2
"
T
E
E
S
6
"
T
E
E
&
6
"
X
2
"
R
E
D
U
C
E
R
&
T
H
R
U
S
T
B
L
O
C
K
4
"
F
I
R
E
L
I
N
E
4
"
D
O
M
E
S
T
I
C
I
N
S
T
A
L
L
"
O
N
E
W
A
Y
-
D
O
N
O
T
E
N
T
E
R
"
S
I
G
N
S
20123
20123 MADISON SQUARE P&P
MAY 3, 2022
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
E
W
A
L
K
(
T
Y
P
.
)
INSTALL DOG HOUSE MHRIM=4864.1 ( MATCH EXISTING)N INV = 4846.75E & W INV=4846.65(FIELD VERIFY)
M
u
s
t
b
e
5
'
w
i
d
e
s
i
d
e
w
a
l
k
i
n
t
h
i
s
l
o
c
a
t
i
o
n
M
u
s
t
b
e
6
'
w
i
d
e
s
i
d
e
w
a
l
k
i
n
t
h
i
s
l
o
c
a
t
i
o
n
#
4
R
E
B
A
R
,
1
2
"
O
V
E
R
L
A
P
V
A
L
V
E
B
O
X
C
O
N
C
.
C
O
L
L
A
R
O
R
E
X
I
S
T
I
N
G
R
O
A
D
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
T
O
B
E
E
N
G
R
A
V
E
D
T
H
E
W
O
R
D
"
W
A
T
E
R
"
4
P
L
A
C
E
S
S
C
O
R
E
C
O
N
T
R
O
L
J
O
I
N
T
O
N
C
O
V
E
R
C
U
T
L
I
N
E
W
A
T
E
R
#
4
R
E
B
A
R
,
1
2
"
O
V
E
R
L
A
P
V
A
L
V
E
B
O
X
C
O
N
C
.
C
O
L
L
A
R
O
R
E
X
I
S
T
I
N
G
R
O
A
D
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
T
O
B
E
E
N
G
R
A
V
E
D
T
H
E
W
O
R
D
"
W
A
T
E
R
"
4
P
L
A
C
E
S
S
C
O
R
E
C
O
N
T
R
O
L
J
O
I
N
T
O
N
C
O
V
E
R
C
U
T
L
I
N
E
W
A
T
E
R
-3/4" BEDDING 5'-0" MIN6" MIN 6" MIN PLACE SAFETY FLANGE OR FLANGEWITH BREAK AWAY BOLTS 2" MIN.8" MAX. ABOVE GRADEDO NOT COVERDRAIN HOLES WITHCONCRETE(2"x8"x12") CONCRETE BLOCKFLANGED JOINT DI LINE TO CITY THRUST BLOCKTHRUST BLOCK TO FINISHED GRADEVALVEFINISHED GRADE VALVE BOX SET HYDRANTTEEMJ JOINT VALVE NUT EXTENSION TOWITHIN 6" OF SURFACEMAINLINE1 CUBIC YARD OFWASHED GRAVELSURROUNDINGDRAIN HOLES2' SPOOL CONCRETECOLLAR 6" MIN 2' MIN.-3/4" BEDDING 5'-0" MIN6" MIN 6" MIN PLACE SAFETY FLANGE OR FLANGEWITH BREAK AWAY BOLTS 2" MIN.8" MAX. ABOVE GRADEDO NOT COVERDRAIN HOLES WITHCONCRETE(2"x8"x12") CONCRETE BLOCKFLANGED JOINT DI LINE TO CITY THRUST BLOCKTHRUST BLOCK TO FINISHED GRADEVALVEFINISHED GRADE VALVE BOX SET HYDRANTTEEMJ JOINT VALVE NUT EXTENSION TOWITHIN 6" OF SURFACEMAINLINE1 CUBIC YARD OFWASHED GRAVELSURROUNDINGDRAIN HOLES2' SPOOL CONCRETECOLLAR8 6" MIN 2' MIN.
B
/
3
M
I
N
.
A
B
R
E
D
U
C
E
R
1
2
"
1
4
"
5
'
-
5
"
4
'
-
0
"
6
"
4
"
8
"
1
0
"
3
'
-
4
"
2
'
-
8
"
2
'
-
0
"
1
'
-
7
"
3
'
-
1
0
"
3
'
-
1
0
"
6
'
-
6
"
4
'
-
8
"
3
'
-
3
"
2
'
-
6
"
1
'
-
1
1
"
1
'
-
2
"
3
'
-
2
"
4
'
-
0
"
2
'
-
5
"
1
'
-
9
"
1
'
-
6
"
1
'
-
1
1
"
0
'
-
1
0
"
0
'
-
6
"
2
'
-
5
"
2
'
-
3
"
1
.
W
R
A
P
A
L
L
F
I
T
T
I
N
G
S
W
I
T
H
8
M
I
L
P
O
L
Y
E
T
H
Y
L
E
N
E
E
N
C
A
S
E
M
E
N
T
T
O
P
R
E
V
E
N
T
C
O
N
C
R
E
T
E
F
R
O
M
A
D
H
E
R
I
N
G
T
O
T
H
E
F
I
T
T
I
N
G
S
.
2
.
T
H
R
U
S
T
B
L
O
C
K
I
N
G
C
O
N
C
R
E
T
E
T
O
B
E
M
I
N
I
M
U
M
3
0
0
0
P
S
I
M
I
X
.
3
.
A
L
L
T
H
R
U
S
T
B
L
O
C
K
S
A
R
E
T
O
B
E
F
O
R
M
E
D
O
N
T
H
E
V
E
R
T
I
C
A
L
P
L
A
N
E
S
.
4
.
P
L
A
C
E
T
H
R
U
S
T
B
L
O
C
K
S
O
N
A
L
L
W
A
T
E
R
L
I
N
E
B
E
N
D
S
A
N
D
T
E
E
S
.
4
'
-
1
1
"
4
'
-
8
"
4
'
-
9
"
T
H
R
U
S
T
B
L
O
C
K
N
O
T
E
S
:
3
'
-
8
"
3
'
-
0
"
3
'
-
1
0
"
2
'
-
2
"
1
'
-
6
"
3
'
-
0
"
2
'
-
5
"
1
'
-
1
0
"
1
'
-
8
"
3
'
-
5
"
2
'
-
7
"
3
'
-
5
"
3
'
-
3
"
2
'
-
2
"
2
'
-
9
"
2
'
-
1
"
1
'
-
7
"
0
'
-
1
0
"
1
'
-
9
"
1
'
-
9
"
1
'
-
7
"
9
0
°
B
E
N
D
D
I
M
E
N
S
I
O
N
F
O
R
T
H
R
U
S
T
B
L
O
C
K
I
N
G
T
E
E
T
E
E
S
&
P
L
U
G
S
A
B
A
4
5
°
B
E
N
D
&
W
Y
E
S
B
A
B
A
B
R
E
D
U
C
E
R
S
&
2
2
°
B
E
N
D
F
I
T
T
I
N
G
S
I
Z
E
S
B
E
N
D
B
/
3
M
I
N
.
A
B
R
E
D
U
C
E
R
1
2
"
1
4
"
5
'
-
5
"
4
'
-
0
"
6
"
4
"
8
"
1
0
"
3
'
-
4
"
2
'
-
8
"
2
'
-
0
"
1
'
-
7
"
3
'
-
1
0
"
3
'
-
1
0
"
6
'
-
6
"
4
'
-
8
"
3
'
-
3
"
2
'
-
6
"
1
'
-
1
1
"
1
'
-
2
"
3
'
-
2
"
4
'
-
0
"
2
'
-
5
"
1
'
-
9
"
1
'
-
6
"
1
'
-
1
1
"
0
'
-
1
0
"
0
'
-
6
"
2
'
-
5
"
2
'
-
3
"
1
.
W
R
A
P
A
L
L
F
I
T
T
I
N
G
S
W
I
T
H
8
M
I
L
P
O
L
Y
E
T
H
Y
L
E
N
E
E
N
C
A
S
E
M
E
N
T
T
O
P
R
E
V
E
N
T
C
O
N
C
R
E
T
E
F
R
O
M
A
D
H
E
R
I
N
G
T
O
T
H
E
F
I
T
T
I
N
G
S
.
2
.
T
H
R
U
S
T
B
L
O
C
K
I
N
G
C
O
N
C
R
E
T
E
T
O
B
E
M
I
N
I
M
U
M
3
0
0
0
P
S
I
M
I
X
.
3
.
A
L
L
T
H
R
U
S
T
B
L
O
C
K
S
A
R
E
T
O
B
E
F
O
R
M
E
D
O
N
T
H
E
V
E
R
T
I
C
A
L
P
L
A
N
E
S
.
4
.
P
L
A
C
E
T
H
R
U
S
T
B
L
O
C
K
S
O
N
A
L
L
W
A
T
E
R
L
I
N
E
B
E
N
D
S
A
N
D
T
E
E
S
.
4
'
-
1
1
"
4
'
-
8
"
4
'
-
9
"
T
H
R
U
S
T
B
L
O
C
K
N
O
T
E
S
:
3
'
-
8
"
3
'
-
0
"
3
'
-
1
0
"
2
'
-
2
"
1
'
-
6
"
3
'
-
0
"
2
'
-
5
"
1
'
-
1
0
"
1
'
-
8
"
3
'
-
5
"
2
'
-
7
"
3
'
-
5
"
3
'
-
3
"
2
'
-
2
"
2
'
-
9
"
2
'
-
1
"
1
'
-
7
"
0
'
-
1
0
"
1
'
-
9
"
1
'
-
9
"
1
'
-
7
"
9
0
°
B
E
N
D
D
I
M
E
N
S
I
O
N
F
O
R
T
H
R
U
S
T
B
L
O
C
K
I
N
G
T
E
E
T
E
E
S
&
P
L
U
G
S
A
B
A
4
5
°
B
E
N
D
&
W
Y
E
S
B
A
B
A
B
R
E
D
U
C
E
R
S
&
2
2
°
B
E
N
D
F
I
T
T
I
N
G
S
I
Z
E
S
B
E
N
D
4" MIN
6" MIN
6'-0" MIN. BURY (TYP.)
P
I
P
E
B
E
D
D
I
N
G
4" MIN
6" MIN
6'-0" MIN. BURY (TYP.)
1
0
D
-
1
P
I
P
E
B
E
D
D
I
N
G
N
A
T
I
V
E
M
A
T
E
R
I
A
L
C
O
M
P
A
C
T
E
D
A
S
P
E
R
C
I
T
Y
R
E
Q
U
I
R
E
M
E
N
T
S
A
N
D
I
S
P
W
C
T
Y
P
I
C
A
L
S
T
R
E
E
T
/
O
P
E
N
F
I
E
L
D
ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINE ZONE 4 REFER TO IDAPA 58.01.08 IDAHO RULES FORPUBLIC DRINKING WATER SYSTEM.SITE SPECIFIC APPROVAL FROM DEQ MUSTBE SECURED BEFORE ZONE 2 OR 3INSTALLATIONS ARE MADE.SAME REQUIREMENTS AS ZONE 1 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.SANITARY SEWEROR STORM DRAINSEWER LINE ZONE 1 ZONE 2 ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THESEWER MAIN MUST ALSO BE SUPPORTED ABOVETHE CROSSING TO PREVENT SETTLING.A)ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SOTHAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER;B)SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTHSIDES OF THE CROSSING, OR;C)EITHER THE SEWER LINE OR THE WATER LINEOR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.A)WATER AND SEWER MUST BE B)SEPARATED BY 18 INCHES, AND ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THEJOINTS ARE AS FAR AS POSSIBLE FROM THESEWER.(WATER<18" ABOVE TOP OF SEWER)WATER LINEZONE 1ZONE 21'- 6"1'- 6"ZONE 4 ZONE 3FO
R
D
S
9
1
-
6
0
7
S
A
D
D
L
E
O
F
F
S
E
T
C
O
R
P
.
S
T
O
P
S
1
5
°
1
2
"
M
I
N
.
R
A
D
I
U
S
4
5
°
M
I
N
6
0
°
M
A
X
(
P
V
C
)
F
O
R
P
E
P
I
P
E
U
S
E
S
Y
S
T
E
M
T
H
A
T
D
E
L
I
V
E
R
S
A
N
E
Q
U
I
V
A
L
E
N
T
P
E
C
O
R
P
S
T
O
P
F
B
1
1
0
0
S
E
R
I
E
S
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
D
I
R
E
C
T
T
A
P
W
/
C
C
T
H
R
E
A
D
S
S
E
R
V
I
C
E
L
I
N
E
-
3
/
4
B
E
D
D
I
N
G
6" MIN
6" MIN
M
A
T
C
H
E
X
I
S
T
I
N
G
L
I
N
E
S
I
Z
E
FO
R
D
S
9
1
-
6
0
7
S
A
D
D
L
E
O
F
F
S
E
T
C
O
R
P
.
S
T
O
P
S
1
5
°
1
2
"
M
I
N
.
R
A
D
I
U
S
4
5
°
M
I
N
6
0
°
M
A
X
(
P
V
C
)
F
O
R
P
E
P
I
P
E
U
S
E
S
Y
S
T
E
M
T
H
A
T
D
E
L
I
V
E
R
S
A
N
E
Q
U
I
V
A
L
E
N
T
P
E
C
O
R
P
S
T
O
P
F
B
1
1
0
0
S
E
R
I
E
S
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
D
I
R
E
C
T
T
A
P
W
/
C
C
T
H
R
E
A
D
S
S
E
R
V
I
C
E
L
I
N
E
-
3
/
4
B
E
D
D
I
N
G
6" MIN
6" MIN
M
A
T
C
H
E
X
I
S
T
I
N
G
L
I
N
E
S
I
Z
E
4
F
T
.
O
R
G
R
E
A
T
E
R
D
E
P
T
H
,
P
I
P
E
D
I
A
.
<
2
4
"
7
1
1
A
A
7
7
L
E
G
E
N
D
1
C
O
N
C
R
E
T
E
C
O
L
L
A
R
I
N
P
A
V
E
D
S
T
R
E
E
T
S
E
C
T
I
O
N
S
P
E
R
S
D
-
5
0
8
.
2
G
R
A
D
E
R
I
N
G
S
G
R
O
U
T
E
D
W
A
T
E
R
T
I
G
H
T
I
N
P
L
A
C
E
,
N
O
T
T
O
E
X
C
E
E
D
2
1
"
F
R
O
M
F
I
N
I
S
H
E
D
S
U
R
F
A
C
E
T
O
T
O
P
O
F
C
O
N
E
.
3
P
R
E
C
A
S
T
M
O
N
O
L
I
T
H
I
C
E
C
C
E
N
T
R
I
C
C
O
N
E
S
E
C
T
I
O
N
.
(
R
E
B
A
R
N
O
T
S
H
O
W
N
)
.
4
R
A
M
N
E
K
O
R
A
P
P
R
O
V
E
D
G
A
S
K
E
T
S
A
L
L
J
O
I
N
T
S
.
5
P
R
O
P
E
R
L
Y
A
L
I
G
N
A
L
L
I
N
T
E
R
I
O
R
J
O
I
N
T
S
.
6
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
M
A
N
H
O
L
E
-
B
A
R
R
E
L
S
E
C
T
I
O
N
(
R
E
B
A
R
N
O
T
S
H
O
W
N
)
.
7
P
R
E
C
A
S
T
G
A
S
K
E
T
E
D
H
U
B
R
I
N
G
O
R
R
U
B
B
E
R
G
A
S
K
E
T
E
D
C
O
L
L
A
R
-
F
L
E
X
I
B
L
E
A
N
D
W
A
T
E
R
T
I
G
H
T
.
8
R
E
P
L
A
C
E
M
E
N
T
S
U
R
F
A
C
I
N
G
T
O
M
A
T
C
F
L
U
S
H
W
I
T
H
E
X
I
S
T
I
N
G
S
U
R
F
A
C
I
N
G
(
A
C
S
H
O
W
N
)
.
9
F
R
A
M
E
T
O
B
E
G
R
O
U
T
E
D
T
O
G
R
A
D
E
R
I
N
G
S
.
1
0
F
R
A
M
E
A
N
D
C
O
V
E
R
P
E
R
S
D
-
5
0
7
.
1
1
M
A
N
H
O
L
E
S
T
E
P
S
,
S
E
E
N
O
T
E
H
.
1
2
C
A
S
T
I
N
P
L
A
C
E
M
A
N
H
O
L
E
B
A
S
E
.
S
E
E
S
D
-
5
0
1
A
F
O
R
P
R
E
F
A
B
R
I
C
A
T
E
D
B
A
S
E
.
4
5
°
S
H
E
L
F
S
H
E
L
F
S
H
E
L
F
F
L
O
W
P
L
A
N
N
.
T
.
S
.
8
9
1
0
1
2
"
6" (MIN)
1
2
3
4
5
6
7
1
2
1
1
12" (MAX)
36" (MAX)
2
4
"
(
M
I
N
)
24" (MIN)
6
"
(
M
I
N
)
4
"
(
M
I
N
)
12"
4
8
"
16" (MAX)
6
S
H
E
L
F
S
L
O
P
E
1
"
P
E
R
F
O
O
T
D<24"
9
"
(
M
I
N
)
4
"
T
Y
P
E
1
B
E
D
D
I
N
G
S
E
C
T
I
O
N
A
-
A
N
.
T
.
S
.
N
O
T
E
S
:
A
O
P
T
I
O
N
A
L
P
R
E
F
A
B
R
I
C
A
T
E
D
M
A
N
H
O
L
E
B
A
S
E
W
I
T
H
A
P
P
R
O
V
E
D
P
I
P
E
C
O
N
N
E
C
T
I
O
N
S
M
A
Y
B
E
U
S
E
D
W
I
T
H
E
N
G
I
N
E
E
R
S
A
P
P
R
O
V
A
L
,
S
E
E
S
D
-
5
0
1
A
.
B
P
L
A
C
E
V
E
R
T
I
C
A
L
W
A
L
L
O
N
U
P
S
T
R
E
A
M
S
I
D
E
O
F
M
A
N
H
O
L
E
,
R
O
T
A
T
E
D
4
5
D
E
G
R
E
E
S
.
C
F
O
R
D
I
A
M
E
T
E
R
,
D
,
G
R
E
A
T
E
R
T
H
A
N
2
4
"
,
S
E
E
S
D
-
5
0
2
O
R
S
D
-
5
0
3
.
D
M
A
N
H
O
L
E
F
R
A
M
E
A
N
D
C
O
V
E
R
:
A
.
R
E
F
E
R
T
O
D
R
A
W
I
N
G
N
O
.
S
D
-
5
0
7
.
B
.
F
R
A
M
E
A
N
D
C
O
V
E
R
S
H
A
L
L
B
E
F
L
U
S
H
W
I
T
H
S
L
O
P
E
O
F
P
A
V
E
M
E
N
T
.
E
W
H
E
R
E
P
V
C
P
I
P
E
I
S
U
T
I
L
I
Z
E
D
,
I
N
S
T
A
L
L
A
R
U
B
B
E
R
R
I
N
G
O
R
G
A
S
K
E
T
C
O
L
L
A
R
W
H
E
R
E
T
H
E
P
I
P
E
I
S
I
N
C
O
N
T
A
C
T
W
I
T
H
M
A
N
H
O
L
E
B
A
S
E
A
N
D
/
O
R
M
A
N
H
O
L
E
C
H
A
N
N
E
L
,
I
N
O
R
D
E
R
T
O
I
N
S
U
R
E
A
W
A
T
E
R
T
I
G
H
T
S
E
A
L
.
F
E
I
T
H
E
R
B
A
S
E
O
N
S
D
-
5
0
1
O
R
S
D
-
5
0
1
A
M
A
Y
B
E
U
S
E
D
W
I
T
H
A
N
Y
M
A
N
H
O
L
E
D
E
S
I
G
N
.
G
P
R
O
V
I
D
E
M
A
N
H
O
L
E
C
O
N
C
R
E
T
E
R
E
I
N
F
O
R
C
I
N
G
T
O
A
C
C
O
M
M
O
D
A
T
E
T
R
A
F
F
I
C
L
O
A
D
I
N
G
S
.
H
V
E
R
I
F
Y
W
I
T
H
E
N
G
I
N
E
E
R
R
E
G
A
R
D
I
N
G
L
O
C
A
L
P
R
E
F
E
R
E
N
C
E
O
N
I
N
S
T
A
L
L
A
T
I
O
N
O
F
M
A
N
H
O
L
E
S
T
E
P
S
P
R
I
O
R
T
O
O
R
D
E
R
I
N
G
M
A
T
E
R
I
A
L
S
O
R
I
N
S
T
A
L
L
A
T
I
O
N
.
4
F
T
.
O
R
G
R
E
A
T
E
R
D
E
P
T
H
,
P
I
P
E
D
I
A
.
<
2
4
"
7
1
1
A
A
7
7
L
E
G
E
N
D
1
C
O
N
C
R
E
T
E
C
O
L
L
A
R
I
N
P
A
V
E
D
S
T
R
E
E
T
S
E
C
T
I
O
N
S
P
E
R
S
D
-
5
0
8
.
2
G
R
A
D
E
R
I
N
G
S
G
R
O
U
T
E
D
W
A
T
E
R
T
I
G
H
T
I
N
P
L
A
C
E
,
N
O
T
T
O
E
X
C
E
E
D
2
1
"
F
R
O
M
F
I
N
I
S
H
E
D
S
U
R
F
A
C
E
T
O
T
O
P
O
F
C
O
N
E
.
3
P
R
E
C
A
S
T
M
O
N
O
L
I
T
H
I
C
E
C
C
E
N
T
R
I
C
C
O
N
E
S
E
C
T
I
O
N
.
(
R
E
B
A
R
N
O
T
S
H
O
W
N
)
.
4
R
A
M
N
E
K
O
R
A
P
P
R
O
V
E
D
G
A
S
K
E
T
S
A
L
L
J
O
I
N
T
S
.
5
P
R
O
P
E
R
L
Y
A
L
I
G
N
A
L
L
I
N
T
E
R
I
O
R
J
O
I
N
T
S
.
6
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
M
A
N
H
O
L
E
-
B
A
R
R
E
L
S
E
C
T
I
O
N
(
R
E
B
A
R
N
O
T
S
H
O
W
N
)
.
7
P
R
E
C
A
S
T
G
A
S
K
E
T
E
D
H
U
B
R
I
N
G
O
R
R
U
B
B
E
R
G
A
S
K
E
T
E
D
C
O
L
L
A
R
-
F
L
E
X
I
B
L
E
A
N
D
W
A
T
E
R
T
I
G
H
T
.
8
R
E
P
L
A
C
E
M
E
N
T
S
U
R
F
A
C
I
N
G
T
O
M
A
T
C
F
L
U
S
H
W
I
T
H
E
X
I
S
T
I
N
G
S
U
R
F
A
C
I
N
G
(
A
C
S
H
O
W
N
)
.
9
F
R
A
M
E
T
O
B
E
G
R
O
U
T
E
D
T
O
G
R
A
D
E
R
I
N
G
S
.
1
0
F
R
A
M
E
A
N
D
C
O
V
E
R
P
E
R
S
D
-
5
0
7
.
1
1
M
A
N
H
O
L
E
S
T
E
P
S
,
S
E
E
N
O
T
E
H
.
1
2
C
A
S
T
I
N
P
L
A
C
E
M
A
N
H
O
L
E
B
A
S
E
.
S
E
E
S
D
-
5
0
1
A
F
O
R
P
R
E
F
A
B
R
I
C
A
T
E
D
B
A
S
E
.
4
5
°
S
H
E
L
F
S
H
E
L
F
S
H
E
L
F
F
L
O
W
P
L
A
N
N
.
T
.
S
.
8
9
1
0
1
2
"
6" (MIN)
1
2
3
4
5
6
7
1
2
1
1
12" (MAX)
36" (MAX)
2
4
"
(
M
I
N
)
24" (MIN)
6
"
(
M
I
N
)
4
"
(
M
I
N
)
12"
4
8
"
16" (MAX)
6
S
H
E
L
F
S
L
O
P
E
1
"
P
E
R
F
O
O
T
D<24"
9
"
(
M
I
N
)
4
"
T
Y
P
E
1
B
E
D
D
I
N
G
S
E
C
T
I
O
N
A
-
A
N
.
T
.
S
.
N
O
T
E
S
:
A
O
P
T
I
O
N
A
L
P
R
E
F
A
B
R
I
C
A
T
E
D
M
A
N
H
O
L
E
B
A
S
E
W
I
T
H
A
P
P
R
O
V
E
D
P
I
P
E
C
O
N
N
E
C
T
I
O
N
S
M
A
Y
B
E
U
S
E
D
W
I
T
H
E
N
G
I
N
E
E
R
S
A
P
P
R
O
V
A
L
,
S
E
E
S
D
-
5
0
1
A
.
B
P
L
A
C
E
V
E
R
T
I
C
A
L
W
A
L
L
O
N
U
P
S
T
R
E
A
M
S
I
D
E
O
F
M
A
N
H
O
L
E
,
R
O
T
A
T
E
D
4
5
D
E
G
R
E
E
S
.
C
F
O
R
D
I
A
M
E
T
E
R
,
D
,
G
R
E
A
T
E
R
T
H
A
N
2
4
"
,
S
E
E
S
D
-
5
0
2
O
R
S
D
-
5
0
3
.
D
M
A
N
H
O
L
E
F
R
A
M
E
A
N
D
C
O
V
E
R
:
A
.
R
E
F
E
R
T
O
D
R
A
W
I
N
G
N
O
.
S
D
-
5
0
7
.
B
.
F
R
A
M
E
A
N
D
C
O
V
E
R
S
H
A
L
L
B
E
F
L
U
S
H
W
I
T
H
S
L
O
P
E
O
F
P
A
V
E
M
E
N
T
.
E
W
H
E
R
E
P
V
C
P
I
P
E
I
S
U
T
I
L
I
Z
E
D
,
I
N
S
T
A
L
L
A
R
U
B
B
E
R
R
I
N
G
O
R
G
A
S
K
E
T
C
O
L
L
A
R
W
H
E
R
E
T
H
E
P
I
P
E
I
S
I
N
C
O
N
T
A
C
T
W
I
T
H
M
A
N
H
O
L
E
B
A
S
E
A
N
D
/
O
R
M
A
N
H
O
L
E
C
H
A
N
N
E
L
,
I
N
O
R
D
E
R
T
O
I
N
S
U
R
E
A
W
A
T
E
R
T
I
G
H
T
S
E
A
L
.
F
E
I
T
H
E
R
B
A
S
E
O
N
S
D
-
5
0
1
O
R
S
D
-
5
0
1
A
M
A
Y
B
E
U
S
E
D
W
I
T
H
A
N
Y
M
A
N
H
O
L
E
D
E
S
I
G
N
.
G
P
R
O
V
I
D
E
M
A
N
H
O
L
E
C
O
N
C
R
E
T
E
R
E
I
N
F
O
R
C
I
N
G
T
O
A
C
C
O
M
M
O
D
A
T
E
T
R
A
F
F
I
C
L
O
A
D
I
N
G
S
.
H
V
E
R
I
F
Y
W
I
T
H
E
N
G
I
N
E
E
R
R
E
G
A
R
D
I
N
G
L
O
C
A
L
P
R
E
F
E
R
E
N
C
E
O
N
I
N
S
T
A
L
L
A
T
I
O
N
O
F
M
A
N
H
O
L
E
S
T
E
P
S
P
R
I
O
R
T
O
O
R
D
E
R
I
N
G
M
A
T
E
R
I
A
L
S
O
R
I
N
S
T
A
L
L
A
T
I
O
N
.
2
-
4
5
°
B
E
N
D
S
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
"
E
"
"
D
"
C
A
P
O
R
P
L
U
G
A
N
D
I
N
S
T
A
L
L
S
E
R
V
I
C
E
L
I
N
E
M
A
R
K
E
R
P
E
R
S
D
-
5
1
2
(
T
Y
P
.
)
A
B
S
O
L
U
T
E
M
I
N
.
G
R
A
D
E
1
/
8
"
/
F
T
.
(
1
%
)
4
"
-
1
/
8
O
R
1
/
1
6
B
E
N
D
A
S
N
E
E
D
E
D
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
"
C
"
"
B
"
"
A
"
F
I
N
I
S
H
G
R
A
D
E
(
S
E
E
N
O
T
E
2
)
T
Y
P
E
C
T
E
E
O
R
A
P
P
R
O
V
E
D
C
O
N
N
E
C
T
I
O
N
U
S
E
6
"
O
F
T
Y
P
E
I
B
E
D
D
I
N
G
A
L
L
A
R
O
U
N
D
E
A
C
H
S
E
R
V
I
C
E
.
T
Y
P
E
"
E
"
A
L
L
O
W
A
B
L
E
F
O
R
T
R
E
N
C
H
E
S
1
5
F
T
.
D
E
E
P
O
R
G
R
E
A
T
E
R
W
I
T
H
P
R
E
-
A
P
P
R
O
V
A
L
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
T
Y
P
E
"
C
"
S
E
R
V
I
C
E
W
I
L
L
O
N
L
Y
B
E
A
L
L
O
W
E
D
I
F
S
P
E
C
I
F
I
C
A
L
L
Y
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
A
L
L
S
E
R
V
I
C
E
L
I
N
E
S
T
O
B
E
4
"
I
N
S
I
D
E
D
I
A
M
E
T
E
R
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
4
.
3
.
2
.
1
.
N
O
T
E
S
:
T
Y
P
E
E
(
S
E
E
N
O
T
E
3
)
4
5
°
T
Y
P
E
A
&
D
T
E
E
O
R
A
P
P
R
O
V
E
D
C
O
N
N
E
C
T
I
O
N
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
L
P
F
I
N
I
S
H
G
R
A
D
E
45°
M
A
X
.
1
/
8
L
O
N
G
R
A
D
I
U
S
B
E
N
D
T
Y
P
E
B
45°
M
A
X
.
2
-
4
5
°
B
E
N
D
S
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
"
E
"
"
D
"
C
A
P
O
R
P
L
U
G
A
N
D
I
N
S
T
A
L
L
S
E
R
V
I
C
E
L
I
N
E
M
A
R
K
E
R
P
E
R
S
D
-
5
1
2
(
T
Y
P
.
)
A
B
S
O
L
U
T
E
M
I
N
.
G
R
A
D
E
1
/
8
"
/
F
T
.
(
1
%
)
4
"
-
1
/
8
O
R
1
/
1
6
B
E
N
D
A
S
N
E
E
D
E
D
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
"
C
"
"
B
"
"
A
"
F
I
N
I
S
H
G
R
A
D
E
(
S
E
E
N
O
T
E
2
)
T
Y
P
E
C
T
E
E
O
R
A
P
P
R
O
V
E
D
C
O
N
N
E
C
T
I
O
N
U
S
E
6
"
O
F
T
Y
P
E
I
B
E
D
D
I
N
G
A
L
L
A
R
O
U
N
D
E
A
C
H
S
E
R
V
I
C
E
.
T
Y
P
E
"
E
"
A
L
L
O
W
A
B
L
E
F
O
R
T
R
E
N
C
H
E
S
1
5
F
T
.
D
E
E
P
O
R
G
R
E
A
T
E
R
W
I
T
H
P
R
E
-
A
P
P
R
O
V
A
L
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
T
Y
P
E
"
C
"
S
E
R
V
I
C
E
W
I
L
L
O
N
L
Y
B
E
A
L
L
O
W
E
D
I
F
S
P
E
C
I
F
I
C
A
L
L
Y
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
A
L
L
S
E
R
V
I
C
E
L
I
N
E
S
T
O
B
E
4
"
I
N
S
I
D
E
D
I
A
M
E
T
E
R
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
4
.
3
.
2
.
1
.
N
O
T
E
S
:
T
Y
P
E
E
(
S
E
E
N
O
T
E
3
)
4
5
°
T
Y
P
E
A
&
D
T
E
E
O
R
A
P
P
R
O
V
E
D
C
O
N
N
E
C
T
I
O
N
M
I
N
.
G
R
A
D
E
1
/
4
"
/
F
T
.
(
2
%
)
L
P
F
I
N
I
S
H
G
R
A
D
E
45°
M
A
X
.
1
/
8
L
O
N
G
R
A
D
I
U
S
B
E
N
D
T
Y
P
E
B
45°
M
A
X
.
S
E
C
T
I
O
N
A
A
-
-
A
-
B
3'-3"
C
1
C
1
C
3
#
4
R
E
B
A
R
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
I
N
S
I
D
E
D
I
A
.
B
A
R
R
E
L
S
E
C
T
I
O
N
K
N
O
C
K
O
U
T
S
T
Y
P
I
C
A
L
(
4
)
S
I
D
E
S
1
8
"
D
I
A
.
T
O
R
E
C
E
I
V
E
U
P
T
O
1
5
"
D
I
A
.
P
I
P
E
#4
R
E
B
A
R
B
Y
MANU
F
A
C
T
U
R
E
R
R
E
B
A
R
S
C
H
E
D
U
L
E
M
A
R
K
L
O
C
A
T
I
O
N
S
I
Z
E
L
E
N
G
T
H
Q
U
A
N
T
I
T
Y
C
3
C
U
R
B
A
N
D
B
O
X
4
2
'
-
0
"
4
T
B
C
C
U
R
B
L
I
P
G
R
A
T
E
S
E
C
T
I
O
N
A
A
-
-
A
-
B
3'-3"
C
1
C
1
C
3
#
4
R
E
B
A
R
B
Y
M
A
N
U
F
A
C
T
U
R
E
R
3 1/2"
2
"
3
1
/
2
"
3'-0" MIN.
3
0
"
I
N
S
I
D
E
D
I
A
.
B
A
R
R
E
L
S
E
C
T
I
O
N
K
N
O
C
K
O
U
T
S
T
Y
P
I
C
A
L
(
4
)
S
I
D
E
S
1
8
"
D
I
A
.
T
O
R
E
C
E
I
V
E
U
P
T
O
1
5
"
D
I
A
.
P
I
P
E
3
'
-
3
"
2
'
-
0
"
2
'
-
0
"
2
3
1
/
2
"
#4
R
E
B
A
R
B
Y
MANU
F
A
C
T
U
R
E
R
1 3/4"6"
6"
7 1/4"
R
E
B
A
R
S
C
H
E
D
U
L
E
M
A
R
K
L
O
C
A
T
I
O
N
S
I
Z
E
L
E
N
G
T
H
Q
U
A
N
T
I
T
Y
C
3
C
U
R
B
A
N
D
B
O
X
4
2
'
-
0
"
4
T
B
C
C
U
R
B
L
I
P
G
R
A
T
E
9
'
-
6
"
3
'
-
3
"
90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE 90°90°90°PIPE BEDDING FOR RIGID PIPE GRANULAR FOUNDATION 90°SHAPED SUBGRADEGRANULAR FOUNDATIONSHAPED SUBGRADEPIPE BEDDING DETAIL FOR FLEXIBLE PIPE COMPACT 1" MAC.BACKFILL IN 6" LAYERSTO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX90°90°COMPACT 1" MAC.TO 95% OF ASTM D-698COMPACT APPROVEDBEDDING MATERIALTO 95% OF ASTMD-69812"MAX 6" MINSHAPED UNDISTURBED SOIL.EXCAVATE FOR BELL HOLES.3"6" MIN12" MAX
DESIGNED BY:
DRAWN BY:
PROJECT NO.
SURVEYED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KURT ROLAND
TERRY HANSEN
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
6
D-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
JULIE LEHMANN EAGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665
MADISON SQUARE
STORM PLAN
PREPARED FOR: COREY SORENSON
16410PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
GIDUOYEROFEBLLACGIDUOYEROFEBLLAC6"2" ASPHA
L
T
3" 3/4 C
R
U
S
H
E
D
G
R
A
B
E
L
9" PIT RU
N
G
R
A
V
E
L
THICKENED EDGE SIDEWALK 6' SIDEWALK4" 3/4 GRAVEL 4" CONCRETE11
2
-
1
/
2
"
O
F
P
L
A
N
T
M
I
X
P
A
V
E
M
E
N
T
U
N
D
I
S
T
U
R
B
E
D
E
A
R
T
H
1
2
"
O
F
G
R
A
N
U
L
A
R
B
O
R
R
O
W
/
P
I
T
R
U
N
4
"
O
F
3
/
4
"
G
R
A
V
E
L
R
O
A
D
B
A
S
E
T
Y
P
I
C
A
L
P
A
R
K
I
N
G
L
O
T
S
E
C
T
I
O
N
1
3
S
A
N
I
T
A
R
Y
S
E
W
E
R
1
4
S
E
R
V
I
C
E
L
I
N
E
S
9
S
T
A
N
D
A
R
D
M
A
N
H
O
L
E
T
Y
P
E
A
S
D
-
5
0
1
1
2
C
A
T
C
H
B
A
S
I
N
-
T
Y
P
E
2
6 VALVE & HYDRANT
7
W
A
T
E
R
S
E
R
V
I
C
E
L
I
N
E
C
O
N
N
E
C
T
I
O
N
1 TYPICAL WATER LINE PLACEMENT
2
S
T
A
N
D
A
R
D
T
R
E
N
C
H
D
E
T
A
I
L
3
T
H
R
U
S
T
B
L
O
C
K
I
N
G
D
E
T
A
I
L
4
L
I
P
D
O
W
N
C
U
R
B
&
G
U
T
T
E
R
D
E
T
A
I
L
8
C
O
N
C
R
E
T
E
C
O
L
L
A
R
F
O
R
V
A
L
V
E
B
O
X
10 PIPE BEDDING DETAILS
20123
20123 MADISON SQUARE P&P
MAY 3, 2022
5
L
I
P
U
P
C
U
R
B
&
G
U
T
T
E
R
D
E
T
A
I
L
6"
1'
6
"
A
G
G
R
E
G
A
T
E
B
A
S
E
1
'
-
0
"
1
'
-
6
"
6
"
4"
6
"
6"
1'
6
"
A
G
G
R
E
G
A
T
E
B
A
S
E
1
'
-
0
"
1
'
-
6
"
6
"
4"
6
"