HomeMy WebLinkAbout2024-03-04 I04 Waukee High School Utilities_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 4, 2024
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Additions
and Renovations to Waukee High School Site Utilities
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for
additions and renovations to site utilities, located north of SE University
Avenue and east of Ashworth Drive.
The Waukee Community School District is proposing two phases to the
Waukee High School addition project. Phase 1 is to complete the utility work.
Phase 2 includes the building addition and parking lot improvements.
The site utilities plan includes abandoning existing gas, water, and fiber lines
and then installing new lines in order to accommodate for the proposed future
expansion of the building.
Phase 2 of the project, which includes the building addition and parking lot
improvements, will come back as a separate site plan for approval at a later
date.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the site plan request at their meeting on February 27, 2024 and
recommended approval:
Approval of a Site Plan for Additions and Renovations to Waukee High School Site Utilities
Melissa DeBoer, Planning Coordinator, introduced the request for an addition to the existing Waukee
High School building which includes a new auditorium. The school district is proposing two phases to
the project. Phase 1 is to complete the utility work, and Phase 2 includes the building addition and
parking lot improvements.
The proposed plan for the site utilities includes abandoning existing gas, water and fiber lines,
installing new lines to accommodate proposed future expansion of the building.
Staff recommends approval of the site plan for the additions and renovations to Waukee High School
Site Utilities.
Discussion as follows:
• General discussion of what the site/layout will look like and location of addition on the site as
well as parking
• Melissa confirmed that current access points will remain the same
I4
Motion by Commissioner Streit for approval of the site plan for the additions and renovations to
Waukee High School Site utilities, seconded by Commissioner Koelker. Ayes: Streit, Beenken,
Koelker, Lohse and Bankole. Nays: None. Motion carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan for Additions and
Renovations to Waukee High School Site Utilities subject to remaining staff
comments.
RECOMMENDATION: Approve the resolutions.
ATTACHMENTS: I. Proposed Resolution
II. Staff Memo
III. Site Plan
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2024-
APPROVING THE SITE PLAN FOR ADDITIONS AND RENOVATIONS TO WAUKEE
HIGH SCHOOL SITE UTILITIES
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Additions and Renovations to Waukee High School Site Utilities, subject to
remaining staff comments on February 27, 2024; AND,
WHEREAS, the Site Plan for Additions and Renovations to Waukee High School Site Utilities
is in general conformance with §160 – Site and Building Development Standards Ordinance of
the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Additions and Renovations to Waukee High School Site Utilities
is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee
Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 4th day of March, 2024, that the Site Plan for Additions and Renovations to Waukee High
School Site Utilities is approved subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
R. Charles Bottenberg
Chris Crone
Rob Grove
Anna Bergman Pierce
Ben Sinclair
M emo
Waukee City Hall 230 Highway 6 Waukee IA 50263
Office: (515) 987-4522 Cell: (515) 250-7986 Facsimile: (515) 987-1845
To: Planning and Zoning Commissioners
From: Melissa DeBoer, AICP – Planning Coordinator
Date: February 23, 2024
Re: Waukee High School – Additions and Renovations to Site Utilities
Attach: Proposed Plan for Additions and Renovations to Waukee High School Site Utilities
BACKGROUND
The Waukee Community School District is proposing an addition to the existing Waukee High School
building which includes a new auditorium. The School District is proposing two phases to the project.
Phase 1 is to complete the utility work. Phase 2 includes the building addition and parking lot
improvements.
PROPOSED PLAN
The proposed plan for the site utilities includes abandoning existing gas, water, and fiber lines and then
installing new lines in order to accommodate for the proposed future expansion of the building.
STAFF RECOMMENDATION
At this time, staff would recommend approval of the site plan for the Additions and Renovations to
Waukee High School Site Utilities.
ADDITION AND RENOVATIONS TO WAUKEE HIGH SCHOOL SITE UTILITIES
WAUKEE, IOWA
IOWAONE CALL
1-800-292-8989
www.iowaonecall.com
811
Know what's below.
Call before you dig.
PROPERTY DESCRIPTION:
THAT PART OF THE EAST ONE-HALF OF THE SOUTHWEST
QUARTER (E 1/2 SW 1/4) LYING SOUTH OF THE
RIGHT-OF-WAY OF THE MINNEAPOLIS AND ST. LOUIS
RAILROAD AND EAST OF HIGHWAY IN SECTION 34,
TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., IN
DALLAS COUNTY, IOWA, CONTAINING 30 ACRES MORE OR
LESS, SUBJECT TO EASEMENTS AND RESTRICTIONS OF
RECORD.
ADDRESS:
555 SE UNIVERSITY AVENUE
WAUKEE, IOWA 50263
OWNER/PREPARED FOR:
WAUKEE COMMUNITY SCHOOL DISTRICT
ATTN: KIRK JOHNSON
560 SE UNIVERSITY AVENUE
WAUKEE, IOWA 50263
PHONE: 515-987-5161
EMAIL: KJOHNSON3@WAUKEESCHOOLS.ORG
ZONING:
A-1 AGRICULTURAL DISTRICT
MINIMUM FRONT YARD DEPTH - 35 FEET
MINIMUM REAR YARD DEPTH - 35 FEET
MINIMUM SIDE YARD DEPTH - 35 FEET
MAXIMUM BUILDING HEIGHT - 3 STORIES
FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OF
WAUKEE CITY CLERK AT 515-978-7904
BENCHMARK:
BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS
DATUM = NAD 83, IOWA SOUTH
BENCHMARK DATUM = NAVD88, GEOID 18
POINT #1, FOUND 1/2 IRON RCP
NORTHING = 7493707.33
EASTING = 18459168.94
ELEVATION = 1031.15
DESCRIPTION: NORTHWEST CORNER OF THE SITE
APPROXIMATELY 7 FEET NORTH OF THE DOUBLE CMP
POINT #2, FOUND CUT X
NORTHING = 7492117.04
EASTING = 18459161.24
ELEVATION = 1022.43
DESCRIPTION: SOUTH OF THE TRAFFIC POLE ON THE
NORTHEAST CORNER OF INTERSECTION OF SE
UNIVERSITY AVENUE AND ASHWORTH ROAD
VICINITY MAP
NO SCALE
COPYRIGHT 2024 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE
REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.
UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.
SHEET INDEX:
C-001 COVER SHEET
C-101-102 DEMO PLAN
C-401-402 UTILITY PLAN
GENERAL NOTES:
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECS AND 2024 SUDAS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48
HOURS PRIOR TO COMMENCING WORK.
2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE
CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.
5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE
CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS."
6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM
VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.
7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW
DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.
8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT
THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN
PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.
9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR
LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.
11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.
12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS
REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.
13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF
NATURAL RESOURCES REQUIREMENTS.
14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE
END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY
UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.
16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES
FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.
UTILITY NOTES:
1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.
2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.
3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE
RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO
CONSTRUCTION.
4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO
REMAIN IN SERVICE.
5.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.
6.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.
7.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF
WAUKEE.
8.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.
SITE ACCESS/JOB SITE PROTECTION:
1.CONTRACTOR SHALL COORDINATE WITH OWNER AND ENGINEER PRIOR TO CONSTRUCTION FOR SITE ACCESS.
2.PROTECT ALL WORK AND STAGING AREAS WITH 4' ORANGE CONSTRUCTION FENCING.
SITE RESTORATION:
1.TOTAL DISTURBED AREA=0.60 ACRES, THEREFORE NO SWPPP IS REQUIRED
2.CONTRACTOR SHALL PLACE SILT SOCK AT THE EDGES OF ALL DISTURBED AREAS. SILT SOCK SHOULD BE MAINTAINED THROUGHOUT THE PROJECT.
3.CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH TEMP SEED AS FOLLOWS:
SUDAS TYPE 5 TEMPORARY SEED:
CANADA WILDRYE APPLIED AT 5 PLS/ACRE
GRAIN RYE APPLIED AT 50 LB/ACRE
OATS APPLIED AT 50 LB/ACRE
SEED PER SUDAS SPECIFICATIONS
STAKING NOTES:
1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT
ENGINEER.
2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.
3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
26
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UTILITY NOTE:
THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC
RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP
ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS
ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL
BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN
AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE
TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.
UTILITY MAPS PROVIDED BY:
1. ELECTRIC (MIDAMERICAN / 515-252-6972)
2. STORM AND SANITARY (CITY OF WAUKEE / 515-978-7920)
3. FIBER OPTIC (CONSOLIDATED COMMUNICATIONS / 515-867-4769)
4. FIBER OPTIC (UNITE PRIVATE NETWORKS / 816-425-3556)
5. FIBER OPTIC (WAUKEE COMMUNITY SCHOOL DISTRICT / 515-987-5161)
6. GAS (CITY OF WAUKEE / 515-978-7920)
7. WATER (CITY OF WAUKEE / 515-978-7920)
C0.1 - C7.1
ABBREVIATIONS:
AC ACRES
ASPH ASPHALT
BK BOOK
CONC CONCRETE
D DEEDED DISTANCE
EX EXISTING
ENCL ENCLOSURE
FF FINISHED FLOOR
FL FLOW LINE
FRAC FRACTIONAL
M MEASURED DISTANCE
MH MANHOLE
OPC ORANGE PLASTIC CAP
P PLATTED DISTANCE
PG PAGE
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
PRA PREVIOUSLY RECORDED AS
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT OF WAY
RPC RED PLASTIC CAP
SF SQUARE FEET
SAN SANITARY
TYP TYPICAL
YPC YELLOW PLASTIC CAP
N NORTH
S SOUTH
E EAST
W WEST
ELECTRIC VAULT
TRANSFORMER POLE
TRANSFORMER POLE
LIGHT POLE
ELECTRIC JUNCTION BOX
ELECTRIC PANEL
TRANSFORMER
GROUND LIGHT
GUY WIRE
ELECTRIC HANDHOLE
GAS METER
GAS VALVE
AIR CONDITIONING UNIT
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
TRAFFIC SIGNAL MANHOLE
FIBER OPTIC MANHOLE
FIBER OPTIC RISER
FIBER OPTIC VAULT
CABLE TV RISER
SIGN
BOLLARDS
7 DENOTES NUMBER OF PARKING STALLS
PROPERTY CORNER - FOUND AS NOTED
PROPERTY CORNER- PLACED 5/8" IRON ROD
WITH YELLOW PLASTIC CAP ID # XXXXX
OR AS NOTED
SECTION CORNER - FOUND AS NOTED
SITE CONTROL POINT - MONUMENT AS NOTED
ELEC
EJ
EP
GM
GV
A/C
T
TEL
T
TS
FO
F/O
TV
F/O
SAN SANITARY SEWER
ST STORM SEWER
W WATER LINE
G GAS LINE
U/E UNDERGROUND ELECTRIC
O/E OVERHEAD ELECTRIC
TELE TELEPHONE LINE
F/O FIBER OPTIC
CATV CABLE TV
STORM MANHOLE
CURB INTAKE
SURFACE INTAKE
FLARED END SECTION
ROOF DRAIN
DOWNSPOUT
SANITARY MANHOLE
CLEANOUT
FIRE HYDRANT
SPRINKLER
IRRIGATION CONTROL VALVE
WATER MANHOLE
WELL
WATER VALVE
WATER SHUT OFF
YARD HYDRANT
FLAGPOLE
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC RISER
D
S
CO
H Y D
I CV
W
WS O
YA DR
E
EM
E
W
WV
LEGEND
C-001
COVER SHEET
SITE
SPECIFICATIONS NOTES:
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ADDITION AND RENOVATIONS TO WAUKEE HIGH SCHOOL SITE UTILITIES PROJECT SPECIFICATIONS, THE CITY OF
WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS.
2.FOR ANY DISCREPANCIES BETWEEN THE ADDITION AND RENOVATION TO WAUKEE HIGH SCHOOL SITE UTILITIES PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF
IOWA SUDAS, THE PROJECT SPECIFICATIONS SHALL GOVERN UNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER.
3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED,
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.
4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES
TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.
ELECTRICAL LINE NOTES:
1.SITE ELECTRICAL LINES SERVICING PARKING LOT AND OTHER LIGHTING ARE SHOWN FOR CONTRACTOR REFERENCE.
2.ELECTRICAL LINES ARE VARYING DEPTH FROM JUST UNDER THE PAVING TO A FEW FEET DEEP.
3.CONTRACTOR RESPONSIBLE FOR PROTECTING ALL ELECTRICAL LINES SHOWN ON PLANS OR MARKED OUT IN THE FIELD.
4.ANY LINES HIT BY THE CONTRACTOR THAT ARE SHOWN ON THE PLANS OR THROUGH FIELD LOCATES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO FIX AND ARE NOT
ELIGIBLE FOR A CHANGE ORDER.
UTILITY CONFLICT NOTES:
1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR
CONVENIENCE.
2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING
UTILITY AND PROPOSED CONSTRUCTION
SURVEY NOTES:
1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 11-06-2023.
SE UNIVERSITY AVE
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HICKMAN ROAD
EX 18" RCP FES
FL=1022.42
CP #9000
6" TREE
6" TREE
6" TREE
6" TREE
8" TREE
24" TREE
8" TREE
8" TREE
6" TREE
6" TREE
8" PINE
8" PINE
8" PINE
24" TREE
WV
H Y D TBM: BURY BOLT
ELEV=1027.39
EX 32" RCP FES
FL=1022.59
EX 32" RCP FES
FL=1022.81
GV
EX INTAKE
T/C=1025.74
RIM=1025.32
FL(N 18"RCP)=1022.19
FL(E 12"RCP)=1022.18
FL(S 18"RCP)=1022.08
EX 6" CPP
FL=1023.24
EX INTAKE
RIM=1024.19
FL(S 18"RCP)=1020.64
FL(N 18"RCP)=1020.60
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EX. "T" POST
EX. METAL GUARDRAIL (TYP.)
SPEED TABLE
WARNING SIGN
"STOP" SIGN (TYP.)
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I
L
EX. CONCRETE TRAIL
EX.
A
S
P
H
A
L
T
T
R
A
I
L
RAISED STOOP AND ENTRYWAY
EX. CONCRETE PARKING LOT
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18"
ST
18"
ST
18"
ST
18"
APPROX.
LOCATION PER
CITY GIS
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F
/
O
F
/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/O F/O
"STUDENT ONLY
PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"NO UNAUTHORIZED PARKING" SIGN (TYP.)
EX. BOLLARD (TYP.)
F/
O
EX.
P
R
A
C
T
I
C
E
F
I
E
L
D
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/EU/EU/E
U/E
U/E
U/E
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"W12
"
W12
"
W12
"
W
12
"
W
12
"
W
12
"
W12
"
W12
"
W12
"
W12
"
W
12
"
W
12
"
W
12
"
W
12
"
W12
"
W8"W8"W8"
G
G
G G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G
G
G
G
G
G
G
G
G
10
3
0
1
0
2
5
10
2
5
10
2
8
10
2
5
10
2
5
10
2
7
10
2
6
10
2
3
1
0
2
7
10
2
8
1029
1028
1027
1028
102
7
102
6
10
2
7
102
8
1029
8" TREE
4" TREE
14" TREE
14" TREE
6" TREE
12" TREE
12" TREE
6" TREE
6" TREE
6" TREE
6" TREE
6" TREE
6" OAK
1
0
2
7
1028
10
2
8
1
0
2
8
10
2
8
1
0
2
7
10
2
8
1
0
2
8
1
0
2
7
10
3
1
10
2
9
10
2
8
10
2
7
1
0
2
6
1
0
2
5
1025
1
0
2
4
1
0
2
4
102
6
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
WV
H Y D
TBM: BURY BOLT
ELEV=1023.83
U/E
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
10'
E
L
E
C
E
A
S
E
M
E
N
T
BK
2
0
0
0
P
G
4
7
1
5
U/E
U/E
U/E
U/E
U/E
U/E
U/
E
U/
E
U/
E
U/
E
U/
E
U/E
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/
O
F/O
F/O
F/O
F/O
WATER LOCATION PER
POTHOLING
TOP OF WATER=1019.56
FL=1018.45±
WV
BEGIN 8" WATER
ABANDONMENT
APPROXIMATE LOCATION OF
VALVE #1
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
BEGIN FIBER ABANDONMENT
BEGIN GAS ABANDONMENT
CONTRACTOR TO COORDINATE
ABANDONMENT OF GAS W/ THE CITY
OF WAUKEE
ABANDON FIBER CONDUIT (SEE
TELECOMMUNICATION PLANS)
CONTRACTOR TO
DISCONNECT 8" WATER AND
ABANDON IN PLACE
ABANDON ELEC EASEMENT
(BY OTHERS)
REMOVE GAS VALVE
(BY CITY)
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
26
0
0
w
e
s
t
o
w
n
p
a
r
k
w
a
y
,
s
u
i
t
e
3
4
0
,
w
e
s
t
d
e
s
m
o
i
n
e
s
,
i
o
w
a
5
0
2
6
6
p
5
1
5
.
2
2
3
.
5
1
0
0
f
5
1
5
.
2
2
3
.
7
2
2
6
w
w
w
.
f
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-
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.
c
o
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fr
k
a
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c
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i
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s
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i
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AD
D
I
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I
O
N
A
N
D
R
E
N
O
V
A
T
I
O
N
S
T
O
WA
U
K
E
E
H
I
G
H
S
C
H
O
O
L
S
I
T
E
U
T
I
L
I
T
I
E
S
WA
U
K
E
E
C
O
M
M
U
N
I
T
Y
S
C
H
O
O
L
D
I
S
T
R
I
C
T
WA
U
K
E
E
,
I
O
W
A
1018B12A
FEBRUARY 2024
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
U
r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
GRAPHIC SCALE
020 10 20 40
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
3
\
2
3
0
1
1
5
-
2
W
A
U
K
E
E
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
U
T
I
L
I
T
Y
R
E
L
O
C
A
T
I
O
N
\
D
W
G
\
C
1
D
E
M
O
.
D
W
G
2/
1
4
/
2
0
2
4
8
:
0
9
:
4
4
A
M
C-101
DEMO PLAN
DEMO NOTES:
1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.
2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH
ORANGE CONSTRUCTION FENCE AT THE DRIP LINE.
3.PRIOR TO REMOVING TEE IN 8" WATER, VALVES #1, 2 AND 3
SHALL BE TURNED OFF.
WATER REMOVAL NOTES:
CONTRACTOR TO PLAN WATER REMOVAL WORK FOR EITHER A
NIGHT OR A WEEKEND. CONTRACTOR RESPONSIBLE FOR
COORDINATING TIME AND DATE WITH THE SCHOOL DISTRICT.
WATER CAN ONLY BE TURNED OFF FOR A MAXIMUM OF 4 HOURS
AT A TIME. THE FOLLOWING STEPS SHALL BE TAKEN:
1.CONTRACTOR TO TURN OFF VALVES 1, 2 AND 3.
2.CONTRACTOR TO DISCONNECT SECTION OF WATER TO BE
ABANDONED AND INSTALL TEE AND VALVE FOR NEW
SECTION OF WATER.
3.ONCE OLD CONNECTION IS REMOVED AND NEW
CONNECTION IS INSTALLED ON EAST END, TURN BACK ON
VALVES 2 AND 3 WHILE LEAVING VALVE 1 AND THE NEW
VALVE CLOSED
4.WITHIN 72 HOURS CONNECT WEST END OF NEW WATER
TO EXISTING WATER AND TURN BACK ON VALVE 1 AND
THE NEW VALVE.
COCO
CO
MH
EX SAN MH
RIM=1031.71
MH
EX SAN MH
RIM=1031.75
MH
EX SAN MH
RIM=1031.79
MH
EX SAN MH
RIM=1031.81
COCO WV
H Y D
TBM: BURY BOLT
ELEV=1031.50
WV
WV
EMEP
GM
EX 18" RCP FES
FL=1022.42
CP #9001
6" TREE
6" TREE
24" TREE
8" TREE
8" TREE
EX INTAKE
T/C=1025.74
RIM=1025.32
FL(N 18"RCP)=1022.19
FL(E 12"RCP)=1022.18
FL(S 18"RCP)=1022.08
EX INTAKE
T/C=1028.19
RIM=1027.51
FL(E 12"RCP)=1023.71
FL(W 12"RCP)=1023.66
EX INTAKE
T/C=1028.85
RIM=1028.17
FL(W 12"RCP)=1025.27
ELEC
WV
EX INTAKE
RIM=1024.19
FL(S 18"RCP)=1020.64
FL(N 18"RCP)=1020.60
FF=1032.55
FF
=
1
0
3
2
.
5
2
FF
=
1
0
3
2
.
5
9
FF=
1
0
3
2
.
6
0
FF=1032.58
FF=1032.62
EXISTING BUILDING
WAUKEE HIGH SCHOOL
555 SE UNIVERSITY AVENUE
ST
18
"
8
10
13
13
13
13
13
6
GARAGE DOOR
EX. TRASH ENCLOSURE
5' BLOCK WALL AND 5' CHAIN LINK
ACCESS GATE
EX.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX. METAL GUARDRAIL (TYP.)
EX. METAL GUARDRAIL (TYP.)
EX. METAL
GUARDRAIL (TYP.)
EX. CONCRETE STOOP(X2)
EX. CONCRETE TRAIL
SPEED TABLE (TYP.)
SPEED TABLE (TYP.)
EX.
C
O
N
C
R
E
T
E
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
C
O
N
C
R
E
T
E
T
R
A
I
L
EX
.
C
O
N
C
.
EN
T
R
Y
W
A
Y
EX
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
BUILDING ENTRY
RAISED STOOP AND ENTRYWAY
RAISED STOOP AND ENTRYWAY
EX. CONCRETE PARKING LOT
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
APPROX.
LOCATION PER
CITY GIS
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
APPROX. LOCATION PER
WCSD MAP
APPROX. LOCATION PER
WCSD MAP
"STUDENT ONLY
PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"DO NOT ENTER" SIGN (X2)
SPEED TABLE
WARNING SIGN (X2)
EX. BOLLARD (TYP.)
SPEED LIMIT SIGN
X
3 STEPS TO
ENTRY BY GARAGE
EX. GOAL POST
U/E
U/E
U/E
U/E
U/EU/EU/E
U/E
U/E
U/E
EX. GOAL POST
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W
W 8"
W 8"
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
10
2
5
102
6
10
2
7
102
8
1029
1030
1031
1028
10
3
0
1030
10
3
0
1029
1
0
3
0
1
0
3
1
1
0
3
2
1033
14" TREE
6" TREE
12" TREE
12" TREE
6" TREE
6" TREE
6" TREE
6" TREE
6" TREE
6" TREE
H Y DHYD
TBM: BURY BOLT
ELEV=1030.01
WV
6" OAK
1
0
3
3
1032
1033
1032
103
1
1
0
3
3
103
3
1
0
3
3
10
3
3
10
3
2
10
3
1
1
0
3
2
10
2
9
10
2
8
10
2
7
1
0
2
6
1
0
2
5
1
0
2
4
1
0
2
4
102
6
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX GI CLEANOUT
FL=1026.40
EX GI CLEANOUT
FL=1026.48
U/E G
G
G
U/
E
U/
E
U/E
U/E
U/E
U/E
U/E
U/E
G
U/
E
U/
E
U/E
U
/
E
U
/
E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/EU/E
U/E
U/E
U/E
U/E
U/E
U
/
E
U/E
10
'
E
L
E
C
E
A
S
E
M
E
N
T
BK
2
0
0
0
P
G
4
7
1
5
U/
E
U/
E
U/
E
U/
E
U/E
F/O
F/O
SA
N
SA
N
F/
O
F
/
O
F
/
O
F/
O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
BEGIN 8" WATER
ABANDONMENT
DISCONNECT WATER,
REMOVE TEE AND SEE
NOTES ON SHEET C-101
PROTECT GAS
METER IN PLACE
PROTECT
HYDRANT
PROTECT TRANSFORMER
KEEP ELEC EASEMENT
VALVE #2
VALVE #3 APPROXIMATELY 410 FEET
NORTH OF VALVE #2 ALONG 8" WATER
LINE
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
CONTRACTOR TO COORDINATE
ABANDONMENT OF GAS W/ THE CITY
OF WAUKEE
PROTECT LIGHT
POLES AND LINES
PROTECT EX LIGHT
POLES AND LINES
PROTECT LIGHT
POLES AND LINES
ABANDON ELEC
EASEMENT (BY
OTHERS)
END OF FIBER ABANDONMENT
END OF GAS ABANDONMENT
CONTRACTOR TO
DISCONNECT 8" WATER AND
ABANDON IN PLACE
REMOVE SIDEWALK
ABANDON ELEC EASEMENT
(BY OTHERS)
END OF GAS ABANDONMENT
(BY CITY OF WAUKEE GAS)
CONTRACTOR TO COORDINATE
ABANDONMENT OF GAS W/ THE CITY
OF WAUKEE
REMOVE TRAIL
ABANDON FIBER CONDUIT (SEE
TELECOMMUNICATION PLANS)
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
26
0
0
w
e
s
t
o
w
n
p
a
r
k
w
a
y
,
s
u
i
t
e
3
4
0
,
w
e
s
t
d
e
s
m
o
i
n
e
s
,
i
o
w
a
5
0
2
6
6
p
5
1
5
.
2
2
3
.
5
1
0
0
f
5
1
5
.
2
2
3
.
7
2
2
6
w
w
w
.
f
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-
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.
c
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fr
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a
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I
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A
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D
R
E
N
O
V
A
T
I
O
N
S
T
O
WA
U
K
E
E
H
I
G
H
S
C
H
O
O
L
S
I
T
E
U
T
I
L
I
T
I
E
S
WA
U
K
E
E
C
O
M
M
U
N
I
T
Y
S
C
H
O
O
L
D
I
S
T
R
I
C
T
WA
U
K
E
E
,
I
O
W
A
1018B12A
FEBRUARY 2024
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
U
r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
GRAPHIC SCALE
020 10 20 40
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
3
\
2
3
0
1
1
5
-
2
W
A
U
K
E
E
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
U
T
I
L
I
T
Y
R
E
L
O
C
A
T
I
O
N
\
D
W
G
\
C
1
D
E
M
O
.
D
W
G
2/
1
4
/
2
0
2
4
8
:
0
9
:
4
8
A
M
C-102
DEMO PLAN
EX 18" RCP FES
FL=1022.42
CP #9000
WV
H Y D TBM: BURY BOLT
ELEV=1027.39
EX 32" RCP FES
FL=1022.59
EX 32" RCP FES
FL=1022.81
GV
EX INTAKE
T/C=1025.74
RIM=1025.32
FL(N 18"RCP)=1022.19
FL(E 12"RCP)=1022.18
FL(S 18"RCP)=1022.08
EX 6" CPP
FL=1023.24
EX INTAKE
RIM=1024.19
FL(S 18"RCP)=1020.64
FL(N 18"RCP)=1020.60
F/
O
F/
O
F/
O
F/
O
F/
O
FF=1032.58
ST
18
"
AS
H
W
O
R
T
H
D
R
I
V
E
(P
U
B
L
I
C
S
T
R
E
E
T
-
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
8
10
13
13
13
13
13
13
PRI
V
A
T
E
D
R
I
V
E
(C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
)
ST
ST
9
9
9
9
EX. "T" POST
EX. METAL GUARDRAIL (TYP.)
EX. METAL GUARDRAIL (TYP.)
SPEED TABLE
WARNING SIGN
"STOP" SIGN (TYP.)
O/
E
O/
E
O/
E
O/
E
O/
E
O/
E
O/
E
O/
E
O/
E
O/
E
O/
E
SPEED TABLE (TYP.)
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
C
O
N
C
R
E
T
E
T
R
A
I
L
EX. CONCRETE TRAIL
EX.
A
S
P
H
A
L
T
T
R
A
I
L
RAISED STOOP AND ENTRYWAY
RAISED STOOP AND ENTRYWAY
EX. CONCRETE PARKING LOT
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18
"
ST
18"
ST
18"
ST
18"
ST
18"
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F
/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F
/
O
F/
O
F/
O
F/
O
F/
O
F/O F/O
"STUDENT ONLY
PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"DO NOT ENTER" SIGN (X2)
"NO UNAUTHORIZED PARKING" SIGN (TYP.)
EX. BOLLARD (TYP.)
F/
O
EX.
P
R
A
C
T
I
C
E
F
I
E
L
D
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/EU/EU/E
U/E
U/E
U/E
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"W12
"
W12
"
W12
"
W
12
"
W
12
"
W
12
"
W12
"
W12
"
W12
"
W12
"
W
12
"
W
12
"
W
12
"
W
12
"
W12
"
W8"W8"W8"
G
G
G G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G
G
G
G
G
G
G
G
G
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
U/E
WV
H Y D
TBM: BURY BOLT
ELEV=1023.83
U/E
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
ST
42
"
10'
E
L
E
C
E
A
S
E
M
E
N
T
BK
2
0
0
0
P
G
4
7
1
5
U/E
U/E
U/E
U/E
U/E
U/E
U/
E
U/
E
U/
E
U/
E
U/
E
U/E
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/
O
F/O
F/
O
F/O
F/O
F/O
F/O
F/O
WATER LOCATION PER
POTHOLING
TOP OF WATER=1019.56
FL=1018.45±
WV
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
W 8"
W 8"
90° BEND
76LF 8" WATER
G 2"
G 2"
G2"
G2"
G2"
G2"G2"
G
2"
G
2"
G2"
G2"
G
2"
G2"
G2"
G
U/E
U/E
U/E
U/E
U/EU/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
F/O F/O F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
CONNECT TO EX
WATER AND
REMOVE EX BEND
6"X8" TEE
U/E
0+
0
0
WV
NEW 8" VALVE
CONNECT TO
EX FIBER
GAS LINE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
TO COORDINATE RELOCATION OF
GAS LINE W/ CITY OF WAUKEE
CONNECT TO EX ELECTRIC
CONNECT
TO EX GAS
EX GAS AND FIBER TO
BE ABANDONED IN
PLACE
CONTRACTOR TO INSTALL 942LF-4"
CONDUIT FOR FOR FUTURE MIDAM
USE
FUTURE STORM CRITICAL CROSSING
BEND FIBER, GAS AND ELEC UNDER FUTURE STORM
TOP OF STORM=1024.83
BOTTOM OF STORM=1023.24
EX GRADE=1028.33
FUTURE PROPOSED GRADE=1027.93
TOP OF CONDUIT=1022.24
FUTURE STORM CRITICAL CROSSING
BEND FIBER, GAS AND ELEC UNDER FUTURE STORM
TOP OF STORM=1026.13
BOTTOM OF STORM=1022.46
EX GRADE=1027.00
FUTURE PROPOSED GRADE=1028.83
TOP OF CONDUIT=1021.46
FIBER LINE (SEE
TELECOMMUNICATION PLAN)
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
26
0
0
w
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5
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2
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f
5
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2
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3
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U
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WA
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,
I
O
W
A
1018B12A
FEBRUARY 2024
35
0
1
1
0
4
t
h
S
t
r
e
e
t
,
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r
b
a
n
d
a
l
e
,
I
A
5
0
3
2
2
P
h
:
5
1
5
-
2
7
6
-
0
4
6
7
BI
S
H
O
P
E
N
G
I
N
E
E
R
I
N
G
+
L:
\
L
A
N
D
P
R
O
J
E
C
T
S
2
0
2
3
\
2
3
0
1
1
5
-
2
W
A
U
K
E
E
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
U
T
I
L
I
T
Y
R
E
L
O
C
A
T
I
O
N
\
D
W
G
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C
4
U
T
I
L
I
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Y
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D
W
G
2/
1
4
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2
0
2
4
8
:
0
9
:
5
7
A
M
GRAPHIC SCALE
020 10 20 40 C-401
UTILITY PLAN
COCO
CO
MH
EX SAN MH
RIM=1031.71
MH
EX SAN MH
RIM=1031.75
MH
EX SAN MH
RIM=1031.79
MH
EX SAN MH
RIM=1031.81
COCO WV
H Y D
TBM: BURY BOLT
ELEV=1031.50
WV
WV
EMEP
GM
EX 18" RCP FES
FL=1022.42
CP #9001
EX INTAKE
T/C=1028.19
RIM=1027.51
FL(E 12"RCP)=1023.71
FL(W 12"RCP)=1023.66
EX INTAKE
T/C=1028.85
RIM=1028.17
FL(W 12"RCP)=1025.27
ELEC
WV
FF
=
1
0
3
2
.
5
2
FF
=
1
0
3
2
.
5
9
FF=
1
0
3
2
.
6
0
FF=1032.58
FF=1032.62
EXISTING BUILDING
WAUKEE HIGH SCHOOL
555 SE UNIVERSITY AVENUE
ST
18
"
8
10
13
13
13
6
GARAGE DOOR
EX. TRASH ENCLOSURE
5' BLOCK WALL AND 5' CHAIN LINK
ACCESS GATE
EX.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX. METAL GUARDRAIL (TYP.)
EX. METAL GUARDRAIL (TYP.)
EX. METAL
GUARDRAIL (TYP.)
EX. CONCRETE STOOP(X2)
EX. CONCRETE TRAIL
SPEED TABLE (TYP.)
EX.
C
O
N
C
R
E
T
E
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX.
A
S
P
H
A
L
T
T
R
A
I
L
EX
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX
.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EX.
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
BUILDING ENTRY
RAISED STOOP AND ENTRYWAY
RAISED STOOP AND ENTRYWAY
EX. CONCRETE PARKING LOT
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
ST
12"
U/E
U/E
U/E
U/E
U/E
U/E
"STUDENT ONLY PARKING" SIGN (TYP.)
"STUDENT ONLY PARKING" SIGN (TYP.)
"DO NOT ENTER" SIGN (X2)
SPEED TABLE
WARNING SIGN (X2)
EX. BOLLARD (TYP.)
X
3 STEPS TO
ENTRY BY GARAGE
EX. GOAL POST
U/EU/EU/E
U/E
U/E
U/E
EX. GOAL POST
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
G
G
G
G
G
G
G
G
G
G
G
G
G
G
H Y DHYD
TBM: BURY BOLT
ELEV=1030.01
EX
.
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
L
O
T
EX GI CLEANOUT
FL=1026.40
EX GI CLEANOUT
FL=1026.48
U/E G
G
G
U/
E
U/
E
U/E
U/E
U/E
U/E
G
U/
E
U/
E
U/E
U
/
E
U
/
E
U/E
U/
E
U/E
U/E
U/E
U/E
U/E
U/E
U/EU/E
U/E
U/E
U/E
U/E
U/E
U
/
E
U/E
10
'
E
L
E
C
E
A
S
E
M
E
N
T
BK
2
0
0
0
P
G
4
7
1
5
U/
E
U/
E
U/E
SA
N
SA
N
F/
O
F
/
O
F
/
O
F/
O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
W 8"
W 8"
W8"
W
8"
W8"
W8"
W8"
W
8"
W
8"
W8"
W8"
G 2"
G
2"
G2"
CONNRECT TO EX 8"
WATER W/ TS&V CITY OF
WAUKEE STANDARDS
303LF 8" WATER
90° BEND
76LF 8" WATER
G
2"
G2"
G2"
G
2"
G2"
G2"
G2"
G
2"
G
2"
G2"
G2"
G
2"
G2"
G2"
G2"
G2"
G2"
G2"
G2"
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
U/E
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
CONNECT TO EX
WATER AND
REMOVE EX BEND
20LF 6" WATER
6"X8" TEE
HY D
INSTALL HYDRANT ASSEMBLY
EX GRADE=1027.50
FUTURE PROPOSED GRADE=1029.50
EX FDC
0+
0
0
1+00
2+00
3+00
3+78.
8
1
WV
NEW 8" VALVE
F/O
F/O
WV
GAS LINE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
TO COORDINATE RELOCATION OF
GAS LINE W/ CITY OF WAUKEE
GAS LINE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
TO COORDINATE RELOCATION OF
GAS LINE W/ CITY OF WAUKEE
FOR INSTALLATION. GAS LINE TO
BE INSTALLED IMMEDIATELY
AFTER CONDUITS ARE
INSTALLED.
FIBER LINE (SEE
TELECOMMUNICATION PLAN)
CONNECT
TO EX GAS
CONNECT
TO EX GAS
(BY CITY)
TERMINATE 4"
CONDUIT INTO
TRANSFORMER
(SEE NOTES)
NEW UTILITES ARE TO BE
BORED UNDER EXISTING
ROAD, WATERMAIN AND
TRAIL
FUTURE WATER X STORM
CRITICAL CROSSING
TOP OF STORM=1026.81±
BOTTOM OF STORM=1024.90±
TOP OF WATER=1022.90±
FUTURE WATER X STORM
CRITICAL CROSSING
POTHOLE WATER
ELEVATION AND REPORT TO
BISHOP ENGINEERING BY
APRIL 3, 2024
FUTURE WATER X STORM
CRITICAL CROSSING
TOP OF STORM=1026.21±
BOTTOM OF STORM=1024.87±
TOP OF WATER=1022.87±
EX GAS, FIBER AND
WATER TO BE
ABANDONED IN PLACE
4"-45° FIBERGLASS
SWEEPS ON MIDAM
CONDUIT (SEE SPEC 33
71 73)
*CRITICAL CROSSING*
FIBER, ELECTRIC AND GAS
OVER NEW WATERMAIN
FUTURE STORM CRITICAL CROSSING
BEND FIBER, GAS AND ELEC UNDER FUTURE STORM
TOP OF STORM=1027.08
BOTTOM OF STORM=1025.16
EX GRADE=1032.96
FUTURE PROPOSED GRADE=1030.04
TOP OF CONDUIT=1024.16
BEND FIBER, GAS AND ELEC UNDER FUTURE STORM
TOP OF STORM=1024.83
BOTTOM OF STORM=1023.24
EX GRADE=1028.33
FUTURE PROPOSED GRADE=1027.93
TOP OF CONDUIT=1022.24
FIBER PULL BOX (SEE
TELECOMMUNICATION PLAN)
FIBER PULL
BOX (SEE
TELECOMMUNICATION
PLAN)
**CRITICAL CROSSING**
PROTECT EX ELECTRIC
**CRITICAL CROSSING**
PROTECT EX GAS DURING
CONDUIT INSTALL
**CRITICAL CROSSING**
PROTECT EX ELECTRIC
4"-90° FIBERGLASS
SWEEPS ON MIDAM
CONDUIT (SEE SPEC 33
71 73)
TERMINATE 4" CONDUITS
ABOVE GROUND AND CAP
PER MIDAM STANDARDS
AT SITE OF FUTURE
TRANSFORMER
**CRITICAL CROSSING**
PROTECT EX ELECTRIC
INSTALL NEW CONDUITS
UNDER EXISTING ELECTRIC
CONTRACTOR TO INSTALL 108LF-4"
CONDUIT FOR FOR FUTURE MIDAM
USE
INSTALL NEW 8" VALVE AT
LOCATION OF ABANDONED
WATER LINE HEADING WEST
AND RECONNECT WATER
WV
WATER
1015
1020
1025
1030
1035
1040
1045
1015
1020
1025
1030
1035
1040
1045
-0+50 0+00 1+00 2+00 3+00 4+00 4+50
CONNECT TO
EX 8" WATER
8" WATER
8" WATER CONNECT TO EX
WATER W/ TS&V
EXISTING GROUND PROFILE
FUTURE PROPOSED GROUND PROFILE
*CRITICAL CROSSING*
BOTTOM OF STORM=1024.87
TOP OF WATER=1022.87
*CRITICAL CROSSING*
BOTTOM OF STORM=1024.90
TOP OF WATER=1022.90
6'
M
I
N
D
E
P
T
H
FR
O
M
P
G
6
'
M
I
N
D
E
P
T
H
F
R
O
M
P
G
18" STORM
12" STORM
EXISTING GROUND PROFILE
FUTURE PROPOSED GROUND PROFILE
GAS
FIBER
ELEC
EX ELEC
DRAWING TITLE:
REVISIONS:
DRAWING NO.:
PROJECT NO.:
DATE:
26
0
0
w
e
s
t
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w
n
p
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w
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y
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s
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3
4
0
,
w
e
s
t
d
e
s
m
o
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e
s
,
i
o
w
a
5
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2
6
6
p
5
1
5
.
2
2
3
.
5
1
0
0
f
5
1
5
.
2
2
3
.
7
2
2
6
w
w
w
.
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r
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-
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e
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c
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m
fr
k
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GRAPHIC SCALE
020 10 20 40 C-402
UTILITY PLAN
WATER MAIN PROFILE
MIDAM TRANSFORMER NOTES:
1.4" CONDUIT TO BE TERMINATED INSIDE EXISTING MIDAM TRANSFORMER.
2.1, EMPTY 6" EXISTING CONDUIT EXISTS INSIDE TRANSFORMER. REMOVE EXISTING EMPTY 6"
CONDUIT.
3.INSTALL NEW 4" CONDUIT INTO LOCATION OF FORMER 6" CONDUIT PER MIDAMERICAN STANDARDS.