Embed Size (px)
Citation preview
1
CITY OF WEST DES MOINES PLAN AND ZONING COMMISSION COMMUNICATION
Meeting Date: June 8, 2020
Item: Linnwill Hy-Vee Fast & Fresh Preliminary Plat, 210, 220, & 300 Grand Avenue – Subdivide property into one lot for commercial development and one street lot – Hurd Indianola, LLC and Delavan,Inc.– PP-004662-2020
Requested Action: Recommend Approval of Preliminary Plat
Case Advisor: Brian Portz, AICP
Applicant’s Request: The applicant, Hy-Vee, Inc., in association with the property owners, Hurd Indianola, LLC and Delavan, Inc., is requesting approval of a preliminary plat to subdivide the property located at 210, 220, & 300 Grand Avenue into one lot for commercial development and one street lot to be dedicated to the city. The applicant is proposing to construct a Hy-Vee Fast & Fresh with coffee shop and an accessory car wash on the site. The applicant received plat of survey approval April 6, 2020 to parcel off a 16,844 square foot portion of the Delavan site to the south on which the Fast & Fresh building will be located.
History: The subject property was platted as Linnwill Plat 2 in 1958. The existing building on the 210 Grand Avenue property was built in 1989. The properties at 220 and 300 Grand Avenue are vacant. The buildings on those properties were demolished in 2017.
City Council Subcommittee: This item was presented to the Development & Planning City Council Subcommittee at their April 6, 2020 meeting as an informational item only. There was not discussion or disagreement with the proposed project.
Staff Review and Comment: This request was distributed to other City departments and other agencies for their review and comment. There are no outstanding issues. Staff would note the following:
• Site Plan: A preliminary site plan is noted on the preliminary plat showing the proposed Fast &Fresh building, a gas pump canopy and a car wash. This site plan hasn’t yet been thoroughlyreviewed by City Staff because the applicant intends to submit a separate site plan at a later datefor formal site plan review and approval. Since the site plan noted on the preliminary plat ispreliminary in nature, the approval of the preliminary plat does not actually approve the site planshown. Staff recommends a condition of approval of the preliminary plat that allows the City toprovide additional comments on the site plan that may require revisions to the site as a part of thefinal site plan approval
• Site Access: In 2021, the City is proposing to widen Grand Avenue to 5 lanes with a center median.This will provide this site with a full access on the west side and a shared right in/right out on theeast side. With fewer accesses on Grand Avenue along with a raised median, internal connectionsto the west will be needed as the area develops so that drivers can reach the traffic signal at 4thStreet & Grand Avenue to go west. These connections are vital for providing access to allbusinesses, while still maintaining safe and efficient traffic flow on Grand Avenue. This will giveleft-turning traffic options to use different routes during peak times, better distributing trips to thearterial streets and alleviating delays. An internal cross connection is proposed on thesouthwest corner of this site. This will provide a cross connection to the property to the west to beutilized when that property redevelops in the future. To facilitate access to the full access on theHy-Vee property for the property to the west (i.e. Dairy Queen, Subway, etc.), Hy-Vee is proposingto construct a temporary driveway along its west property line that will allow vehicles from the westproperty to drive east to the full access on the Hy-Vee site.This temporary connection will beremoved when the property to the west redevelops.
Item 4c
2
Comprehensive Plan Consistency: The project has been reviewed for consistency with the Comprehensive Plan. Based upon that review, a finding has been made that the proposed project is consistent with the Comprehensive Plan in that the project is consistent with all of the goals and policies of the Comprehensive Plan and the land use map of the Comprehensive Plan.
Findings: This proposed project was distributed to various city departments for review and comment. Based upon that review, the following findings have been made on the proposed project:
1. The proposed development and use is consistent with the West Des Moines Comprehensive Planin that the project has been reviewed for consistency with the Comprehensive Plan. Based uponthat review, a finding has been made that the proposed project is consistent with theComprehensive Plan in that the project is consistent with all of the goals and policies of theComprehensive Plan.
2. The proposed development and use does assure compatibility of property uses within the zone andgeneral area in that this project was reviewed by various City Departments for compliance with theZoning Ordinance.
3. All applicable standards and conditions have been imposed which protects the public health, safetyand welfare in that this project was reviewed by various City Departments and public agencies forcompliance with the various state and local regulations. Based upon that review a finding is madethat the project has been adequately conditioned to protect the health, welfare and safety of thecommunity.
4. There is adequate on-site and off-site public infrastructure to support the proposed development inthat this project was reviewed by various public agencies and City Departments and public utilitiesto ensure that either the petitioner will construct or the project has been conditioned to constructadequate public infrastructure to serve the development.
5. The proposed development and use has met the requirements contained in the City Code in thatthis project was reviewed by various City Departments and the project has complied with or hasbeen conditioned to comply with all City Code requirements.
6. The proposed development and use is in keeping with the scale and nature of the surroundingneighborhood in that the proposed project is consistent with the zoning designation andComprehensive Plan which designates this site as suitable for development such as that proposedby this project.
Staff Recommendation And Conditions Of Approval: Based upon the preceding review and a finding of consistency with the goals and policies of the Comprehensive Plan, staff recommends the Plan and Zoning Commission adopt a resolution recommending the City Council approve the Preliminary Plat to create 1 lot for commercial development and 1 lot for public street right of way, subject to the applicant meeting all City Code requirements and the following:
1. The City reserves the right to provide additional comments on the site plan that may requirerevisions to the site as a part of the final site plan approval.
3
Property Owners: Hurd Indianola, LLC 2000 Fuller Road West Des Moines, Iowa 50265 [email protected] Delavan, Inc. 811 4th Street West Des Moines, IA 60265 [email protected] Applicant: Hy-Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 [email protected] Applicant's Representatives:
Kelsey Scallon Shive-Hattery, Inc. 4125 Westown Parkway, Suite 100 West Des Moines, Iowa 50266
Attachments:
Attachment A - Plan and Zoning Commission Resolution Exhibit A - Conditions of Approval
Attachment B - Location Map Attachment C - Preliminary Plat
C:\Users\Jcanaday\Desktop\PP-004662-2020_SR_Hy-Vee Fast & Fresh Preliminary Plat_06-08-2020_PZ.Docx
RESOLUTION NO. PZC-20-036
A RESOLUTION OF THE PLAN AND ZONING COMMISSION OF THE CITY OF WEST DES MOINES, RECOMMENDING TO THE CITY COUNCIL THAT IT APPROVE A PRELIMINARY PLAT TO SUBDIVIDE PROPERTY INTO 1 LOT FOR COMMERCIAL DEVELOPMENT AND 1 LOT FOR PUBLIC STREET RIGHT OF WAY
WHEREAS, pursuant to the provisions of Title 10, Chapter 1 et seq, of the West Des Moines Municipal Code, the applicant, Hy-Vee, Inc., in association with the property owners, Hurd Indianola, LLC and Delavan, Inc., has requested approval for a Preliminary Plat (PP-004662-2020) to create 1 commercial lot and 1 street lot, on that 1.8 acre site located at 210, 220 and 300 Grand Avenue; and
WHEREAS, studies and investigations were made, and staff reports and recommendations were submitted which is made a part of this record and herein incorporated by reference; and
WHEREAS, on June 8, 2020, this Commission held a duly-noticed public meeting to consider the application for a Preliminary Plat.
NOW, THEREFORE, THE PLAN AND ZONING COMMISSION OF THE CITY OF WEST DES MOINES DOES RESOLVE AS FOLLOWS:
SECTION 1. The findings, for approval, in the staff report or as amended orally at the Plan and Zoning Commission meeting are adopted.
SECTION 2. The Preliminary Plat (PP-004662-2020) to subdivide the property into 1 commercial lot and 1 street lot is recommended to the City Council for approval, subject to compliance with all the conditions in the staff report including conditions added at the meeting, and attached hereto as Exhibit “A.” Violation of any such conditions shall be grounds for revocation of the permit, as well as any other remedy which is available to the City.
PASSED AND ADOPTED on June 8, 2020.
Erica Andersen, Chairperson Plan and Zoning Commission
ATTEST:
Recording Secretary
I HEREBY CERTIFY that the foregoing resolution was duly adopted by the Plan and Zoning Commission of the City of West Des Moines, Iowa, at a regular meeting held on June 8, 2020, by the following vote:
AYES: NAYS: ABSTENTIONS: ABSENT:
ATTEST:
Recording Secretary
Attachment A
C:\Users\Jcanaday\Desktop\PP-004662-2020_SR_Hy-Vee Fast & Fresh Preliminary Plat_06-08-2020_PZ.Docx
Exhibit A CONDITIONS OF APPROVAL
1. The City reserves the right to provide additional comments on the site plan that may require revisionsto the site as a part of the final site plan approval.
Location Map
Disclaimer: The City of West Des Moines makes no warranties regarding theaccuracy or completeness of the data provided herein.
3,441
© City of West Des Moines, Iowa
573.5
THIS MAP IS NOT TO BE USED FOR NAVIGATION
1:
WGS_1984_Web_Mercator_Auxiliary_Sphere
Feet573.50
Legend
286.77
Addresses
Corporate Limits
Parcels
Attachment B
4
A B D E FC
3
2
1
A B D E FC
4
3
2
1
Iow
a | Illinois | Indiana
PR
ELIM
IN
AR
Y
- N
OT
F
OR
CO
NS
TR
UC
TIO
N
4125 W
estow
n P
kw
y, S
uite 100 | W
est D
es M
oines, Iow
a 50266
515.223.8104 | w
ww
.shive-hattery.com
DR
AW
N:
AP
PR
OV
ED
:
IS
SU
ED
F
OR
:
DA
TE
:
FIE
LD
B
OO
K:
PR
OJE
CT
N
O:
CLIE
NT
N
O:
Printed:
1 OF 3
CO
VE
R S
HE
ET
TL
S
KA
S
CIT
Y A
PP
RO
VA
L
20
20
-0
6-0
4
41
85
16
0
---
---
PR
ELIM
IN
AR
Y P
LA
T O
F
LIN
NW
ILL H
Y-V
EE
HY
VE
E, IN
C.
210 G
RA
ND
A
VE
NU
E | W
ES
T D
ES
M
OIN
ES
, IO
WA
50265
P:\P
ro
je
cts\D
M\4
18
51
60
\D
elive
ra
ble
s\D
ra
win
gs\1
_C
ivil\P
re
lim
in
ary P
la
t\C
ove
r S
he
et.d
wg
6/4
/2
02
0 1
:1
2:1
5 P
M
850
849
EXISTING PROPOSED
EASEMENT LINE
SANITARY MANHOLE
PROPERTY LINE
SANITARY SEWER
MAJOR CONTOUR
MINOR CONTOUR
DESCRIPTION
WATER MAIN
WATER VALVE
FIRE HYDRANT ASSEMBLY
OVERHEAD ELECTRIC
WATER SERVICE
850
849
STORM SEWER
STORM STRUCTURES
STORM SUBDRAIN
LIGHT POLE
ELECTRICAL BOX
R
1-800-292-8989
THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE
INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE
COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE
CLIENTS/CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY
DAMAGE.
APPLICANT
OWNER
HURD INDIANOLA, LLC
2000 FULLER ROAD
WEST DES MOINES, IA 50265
ATTN: RICHARD HURD
DELAVAN, INC
811 4TH STREET
DES MOINES, IOWA 50265
HY-VEE, INC.
5820 WESTOWN PARKWAY
WEST DES MOINES, IOWA 50266
ATTN: JOHN BREHM
FW
PUD
PUD
LI
R-1
R-1
R-1
R-1
PUD
CMC
CMC
GRAND AVENUE
63
RD
S
TR
EE
T
4T
H S
TR
EE
T
PRELIMINARY PLAT OF
LINNWILL HY-VEE
210 GRAND AVENUE | WEST DES MOINES, IOWA
PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:
My License Renewal Date is: DECEMBER 31,
Printed or typed name:
License Number:
Signature: Date
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED
BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF IOWA.
KELSEY A SCALLON
2021
25081
CIVIL ENGINEER
PROJECT LOCATION
CMC
PROJECT LOCATION
VICINITY MAP: ZONING MAP:
FLOODPLAIN NOTE
CIVIL ENGINEER
SHIVE-HATTERY, INC.
4125 WESTOWN PARKWAY
SUITE #100
WEST DES MOINES, IOWA 50266
515-223-8104
LANDSCAPE ARCHITECT
SHIVE-HATTERY, INC.
4125 WESTOWN PARKWAY
SUITE #100
WEST DES MOINES, IOWA 50266
515-223-8104
SITE SURVEY
SHIVE-HATTERY, INC.
4125 WESTOWN PARKWAY
SUITE #100
WEST DES MOINES, IOWA 50266
515-223-8104
ZONING:
EXISTING: CMC (COMMUNITY COMMERCIAL)
PROPOSED: PUD (PLANNED UNIT DEVELOPMENT)
USE:
ZONING: LINNWILL HYVEE PUD - COMMUNITY
COMMERCIAL
COMPREHENSIVE LAND USE: PUD - COMMUNITY
COMMERCIAL
CONSTRUCTION NOT SPECIFICALLY DETAILED OR SPECIFIED WITHIN THE
PLANS OR PROJECT SPECIFICATIONS SHALL CONFORM TO THE DES MOINES
METROPOLITAN DESIGN STANDARDS WITH WEST DES MOINES ADDENDA.
ZONING & PUD BULK REGULATIONS
LEGEND
BENCHMARKS
WDM BENCHMARK #049 - INTERSECTION OF 4TH STREET AND VINE STREET,
NORTHEAST CORNER OF INTERSECTION, 50 FEET EAST OF THE CENTERLINE OF 4TH
STREET, 50 FEET NORTH OF THE CENTERLINE OF VINE STREET.
ELEVATION = 38.35 CITY DATUM (812.36 NAVD88)
WDM BENCHMARK #079 - INTERSECTION OF 8TH STREET AND ASHWORTH ROAD,
NORTHWEST CORNER OF INTERSECTION, 90.5 FEET WEST OF THE CENTERLINE OF 8TH
STREET, 32.3 FEET NORTH OF CENTERLINE OF ASHWORTH ROAD, BETWEEN SIDEWALK
AND BACK OF CURB, 2.7 FEET NORTH OF NORTH BACK OF CURB.
ELEVATION = 108.07 CITY DATUM (882.08 NAVD88)
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
1 COVER SHEET
2 SITE PLAN
3 GRADING & UTILITY PLAN
LEGAL DESCRIPTION
THAT PART OF LOTS TWO (2) AND THREE (3) IN LINNWILL PLAT 2, AN OFFICIAL PLAT, NOW INCLUDED IN AND
FORMING A PART OF THE CITY OF WEST DES MOINES, POLK COUNTY, IOWA, AS SHOWN IN PLAT OF SURVEY
#2018-18 RECORDED OCTOBER 15, 2019 IN BOOK 17544 AT PAGE 254.
AND
LOTS FOUR (4), FIVE (5), SIX (6), SEVEN (7), AND THE NORTH 79.3 FEET OF THE EAST 60 FEET OF LOT EIGHT (8)
IN LINNWILL PLAT 2, AN OFFICIAL PLAT, NOW INCLUDING IN AND FORMING A PART OF THE CITY OF WEST DES
MOINES, POLK COUNTY, IOWA.
AND
THAT PART OF LOTS TEN (10) AND ELEVEN (11) IN LINNWILL PLAT 2, AN OFFICIAL PLAT, NOW INCLUDED IN AND
FORMING A PART OF THE CITY OF WEST DES MOINES, POLK COUNTY, IOWA, AS SHOWN IN PLAT OF SURVEY
#2020-15 RECORDED APRIL 13, 2020 IN BOOK 17776 AT PAGE 917.
CONTAINING 77,982 SQ. FT. (1.790 ACRES) MORE OR LESS.
ACCORDING TO THE FLOOD INSURANCE RATE MAP - PANEL NUMBER 19153C0329F
PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND WITH AN
EFFECTIVE DATE OF FEBRUARY 1, 2019, THIS SITE APPEARS TO BE LOCATED IN ZONE "X"
(AREA WITH REDUCED FLOOD RISK DUE TO LEVEE), TO THE BEST OF MY KNOWLEDGE
AND BELIEF. THE SURVEYOR UTILIZED THE ABOVE REFERENCED FLOODPLAIN PANEL FOR
THIS DETERMINATION; FURTHERMORE, THE SURVEYOR DOES NOT CERTIFY THAT
REVISED FLOODPLAIN INFORMATION HAS NOT BEEN PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY OR SOME OTHER SOURCE.
1. PRIOR TO CONSTRUCTION OF ANY PUBLIC IMPROVEMENTS ASSOCIATED WITH THIS
SUBDIVISION, CONSTRUCTION PLANS FOR SAID IMPROVEMENTS NEED TO BE
SUBMITTED TO AND APPROVED BY THE CITY ENGINEER.
GENERAL NOTE
ADJOINING LAND OWNERS
LOT 94 LINNWILL - REAL ESTATE HOLDINGS II, LLC
PT LOT 2 & 3 LINNWILL PLAT 2 - CITY OF WEST DES MOINES
LOT 10 LINNWILL PLAT 2 - DELAVAN, INC
AN NPDES GENERAL PERMIT NO. 2 AND ASSOCIATED STORMWATER POLLUTION
PREVENTION PLAN SHALL BE PROVIDED TO THE CITY OF WEST DES MOINES
PRIOR TO ANY CONSTRUCTION ACTIVITIES OR LAND DISTURBANCE ON THE SITE.
BUILDING SETBACK 15 FT
FUEL CANOPY SETBACK 35 FT FROM RIGHT-OF-WAY LINE AS MEASURED TO THE EXTREME EDGE OF
THE CANOPY
FUEL CANOPY HEIGHT MUST PROVIDE A MINIMUM CLEARANCE OF 14 FT. THERE SHALL BE NO
MAXIMUM FUEL CANOPY HEIGHT; HOWEVER, CANOPY HEIGHTS GREATER
THAN 20 FT SHALL ONLY BE ALLOWED IF THE CANOPY IS DEEMED TO CARY
AND REINFORCE THE DESIGN INTENT OF THE VAL-GATE DISTRICT.
LOT SIZE NO MINIMUM LOT SIZE REQUIRED
PARKING SUMMARY 1 SPACE PER 250 SQUARE FEET OF GROSS FLOOR AREA
PARKING SETBACK 10 FT FROM RIGHT-OF-WAY LINE
5 FT FROM ALL OTHER PROPERTY LINES
PARKING LOT SCREENING SUFFICIENT HEIGHT AND DENSITY
OPEN SPACE 15% MINIMUM
LANDSCAPING MINIMUM OF TWO (2) TREES AND THREE (3) SHRUBS PROVIDED FOR EVERY
3,000 SF OF REQUIRED OPEN SPACE. 50% OF THE TREES REQUIRED FOR
OPEN SPACE SHALL BE EVERGREEN IN NATURE.
Attachment C
CP-CX
CP-CX
BM1
CP-CX
CP-CX
CP-CX
CP-CX
36"
36"
FF = 43.04
FF = 42.97
FF = 43.46
FF = 43.50
STORM INTAKERIM=39.71
STORM MANHOLERIM=38.96IE(W)=35.81IE(SW)=35.76IE(E)=35.71
STORM MANHOLERIM=39.08IE(W)=35.41IE(E)=35.37
STORM INTAKET/C=38.99IE(S)=35.37
STORM INTAKERIM=40.81IE(S)=38.81
STORM MANHOLERIM=40.88IE(N)=38.36
CHAIN-LINKFENCE
CHAIN-LINKFENCE
SAN MANHOLERIM=39.53IE(W)=33.78IE(E)=33.70
GRAND AVENUE
EXISTINGBUILDING
CONCRETE
40
41
42
41
41
41
42
43
40
40
40
39
39
39
40
41
40
40
40
40
40
41
41
42
40
12
6
35
4
10 MPH
15"
10" 7"
ASPHALT
ASPHALTHYDRANT
8" WATERSERVICE LINE
6" SERVICE LINE (PERCITY MAPPING)
INGRESS-EGRESSEASEMENT (PRIVATE)BK:2945, PG:153
GAS PIPELINE EASEMENT(PRIVATE)BK:2960, PG:379
UNDERGROUND ELECTRICLINE EASEMENT (PRIVATE)BK:16573, PG:113
10.00
15.00
5.00
PERMANENT PUBLICUTILITY EASEMENTBK:16142, PG:215
STORM SEWER ANDUTILITY EASEMENT(PUBLIC)BK:17526, PG:301
15.00'
6" SANITARY SERVICE(PER PLANS)
91CLR 87CLR E85
87E10DIESEL
R
=
5
.
0
0
'
R
=
2
3
.
0
0
'
R
=
1
0
.0
0
'
R
=
2
1
.
0
0
'
R
=
8
.
0
0
'
R
=
3
3
.
0
0
'
R
=
2
0
.
0
0
'
R
=
4
.
0
0
'
R
=
1
0
.
0
0
'
R
=
1
0
.
0
0
'
9.50'9.00'9.00'
TYP
9.50'9.00'
TYP
9.50'
9.50'
19
.0
0'
9.00'
15.00'
13.00'
25
.0
0'
38
.0
0'
50
.0
0'
45.00'108.00'
43.00'
13
.0
0'
10' RIGHT-OF-WAY
10' STREETSCAPE AND PARKING S/B
35' CANOPY S/B
5.0
0'
25
.0
0'
19
.0
0'
6.0
0'
10
.0
0'
10
.0
0'
40
.5
'
50.00'
6.00'
11
.0
0'
340.87'
S 89°54'10" W
16
9.3
6'
S 0
0°0
1'1
3" W
59.95'
N 89°57'42" E
23.82'
N 89°52'39" E
1
0
1
.
0
0
'
S
3
5
°
0
4
'
3
5
"
E
174.69'
N 89°53'28" E
82.82'
N 00°23'20" W
25.26'
N 89°52'39" E
16
9.3
0'
N 00°05'41" W
10.00'
N 00°01'13" E
340.85'
N 89°54'10" E
10.00'
S 00°05'41" E
340.87'
S 89°54'10" W
65
.0
0'
B-B
O
W
N
E
R
:
D
E
L
A
V
A
N
,
I
N
C
O
W
N
E
R
:
R
E
A
L
E
S
T
A
T
E
H
O
L
D
I
N
G
S
I
I
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
OW
NE
R: H
UR
D
IN
DIA
NO
LA
, LLC
LOT 6 LINNWILL
PLAT 2
LOT 7 & PT LOT 8
LINNWILL PLAT 2
LOT 5 LINNWILL
PLAT 2
LO
T 4 LIN
NW
ILL
PLA
T 2
P
A
R
C
E
L
2
0
1
8
-
1
8
B
K
:
1
7
5
4
4
,
P
G
:
2
5
4
OW
NE
R: C
IT
Y O
F
WE
ST
D
ES
M
OIN
ES
O
W
N
E
R
:
C
I
T
Y
O
F
W
E
S
T
D
E
S
M
O
I
N
E
S
PT. LOT 2
LINNWILL PLAT 2
PT
. LO
T 3
LIN
NW
ILL P
LA
T 2
LOT 10 LINNWILL
PLAT 2
LOT 94 LINNWILL
37.00'
R
=
1
8
.
0
0
'
25
.0
0'
R
=
5
.
0
0
'
R
5
.
0
0
'
R
=
1
0
.
0
0
'
R
=
1
0
.
0
0
'
R
=
5
.
0
0
'
R
=
1
0
.
0
0
'
R
=
1
0
.
0
0
'
R
=
1
0
.
0
0
'
R
=
2
5
.
0
0
'
R
=
5
.
0
0
'
R
=
3
0
.
0
0
'
12.67'
R
=
2
.
0
0
'
R
=
2
0
.
0
0
'
R
=
1
0
.
0
0
'
R
=
2
0
.
0
0
'
6
.
0
0
'
25.00'
R
=
4
.
0
0
'
R
=
5
.
0
0
'
R
=
2
.
0
0
'
R
=
2
.
0
0
'
13.00'
R
=
1
0
.
0
0
'
R
=
1
0
.
0
0
'
15' BUILDING S/B
15
' B
UIL
DIN
G S
/B
4
A B D E FC
3
2
1
A B D E FC
4
3
2
1
Iow
a | Illinois | Indiana
PR
ELIM
IN
AR
Y
- N
OT
F
OR
CO
NS
TR
UC
TIO
N
4125 W
estow
n P
kw
y, S
uite 100 | W
est D
es M
oines, Iow
a 50266
515.223.8104 | w
ww
.shive-hattery.com
R
1-800-292-8989
THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM
THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO
BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE
CLIENTS/CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION
OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID
UTILITIES FROM ANY DAMAGE.
N O
R
T
H
0 20'
GRAPHIC SCALE
40' 60'
HYVEE CARWASH
HYVEE STORE
6,570 GROSS SF BUILDING
28 PARKING STALLS
HEAVY DUTY PCC PAVING
DR
AW
N:
AP
PR
OV
ED
:
IS
SU
ED
F
OR
:
DA
TE
:
FIE
LD
B
OO
K:
PR
OJE
CT
N
O:
CLIE
NT
N
O:
Printed:
2 OF 3
SIT
E P
LA
N
TL
S
KA
S
CIT
Y A
PP
RO
VA
L
20
20
-0
6-0
4
41
85
16
0
---
---
PR
ELIM
IN
AR
Y P
LA
T O
F
LIN
NW
ILL H
Y-V
EE
HY
VE
E, IN
C.
210 G
RA
ND
A
VE
NU
E | W
ES
T D
ES
M
OIN
ES
, IO
WA
50265
P:\P
ro
je
cts\D
M\4
18
51
60
\D
elive
ra
ble
s\D
ra
win
gs\1
_C
ivil\P
re
lim
in
ary P
la
t\0
2 S
ite
P
la
n.d
wg
6/4
/2
02
0 1
:2
4:3
5 P
M
GAS CANOPY
5' PARKING S/B (TYP.)
LIGHT DUTY
PCC PAVING (TYP)
5' PARKING S/B (TYP)
CURB RAMP (TYP.)
6" PCC CURB AND
GUTTER (TYP.)
PROPERTY LINE (TYP.)
LOT 1
LOT A
GRAND AVE (PUBLIC)
120' ROW
BIKE RACK
AN NPDES GENERAL PERMIT NO. 2 AND ASSOCIATED STORMWATER POLLUTION
PREVENTION PLAN SHALL BE PROVIDED TO THE CITY OF WEST DES MOINES
PRIOR TO ANY CONSTRUCTION ACTIVITIES OR LAND DISTURBANCE ON THE SITE.
15' BUILDING S/B (TYP)
5' PARKING S/B (TYP)
15' BUILDING S/B (TYP)
91CLR 87CLR E85
87E10DIESEL
CP-CX
CP-CX
BM1
CP-CX
CP-CX
CP-CX
CP-CX
36"
36"
STORM INTAKERIM=39.71
STORM MANHOLERIM=38.96IE(W)=35.81IE(SW)=35.76IE(E)=35.71
STORM MANHOLERIM=39.08IE(W)=35.41IE(E)=35.37
STORM INTAKET/C=38.99IE(S)=35.37
STORM INTAKERIM=40.81IE(S)=38.81
STORM MANHOLERIM=40.88IE(N)=38.36
SAN MANHOLERIM=39.53IE(W)=33.78IE(E)=33.70
GRAND AVENUE
12
6
35
4
15"
10" 7"
O
W
N
E
R
:
D
E
L
A
V
A
N
,
I
N
C
O
W
N
E
R
:
R
E
A
L
E
S
T
A
T
E
H
O
L
D
I
N
G
S
I
I
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
O
W
N
E
R
:
H
U
R
D
I
N
D
I
A
N
O
L
A
,
L
L
C
OW
NE
R: H
UR
D
IN
DIA
NO
LA
, L
LC
O
W
N
E
R
:
C
I
T
Y
O
F
W
E
S
T
D
E
S
M
O
I
N
E
S
O
W
N
E
R
:
C
I
T
Y
O
F
W
E
S
T
D
E
S
M
O
I
N
E
S
O
W
N
E
R
:
F
I
R
S
T
S
T
R
E
E
T
L
P
O
W
N
E
R
:
D
E
L
A
V
A
N
I
N
C
.
O
W
N
E
R
:
R
A
S
M
U
S
S
E
N
&
S
O
N
S
B
I
C
Y
C
L
E
S
H
O
P
I
N
C
.
O
W
N
E
R
:
W
E
N
D
Y
'
S
W
E
S
T
M
A
P
L
E
L
L
C
O
W
N
E
R
:
P
A
J
I
S
I
A
-
D
E
L
L
C
O
W
N
E
R
:
W
I
L
L
I
A
M
C
K
N
A
P
P
V
I
L
L
A
G
E
G
R
E
E
N
I
I
L
C
INGRESS-EGRESSEASEMENT (PRIVATE)BK:2945, PG:153
GAS PIPELINE EASEMENT(PRIVATE)BK:2960, PG:379
UNDERGROUND ELECTRICLINE EASEMENT (PRIVATE)BK:16573, PG:113
10.00
15.00
5.00
PERMANENT PUBLICUTILITY EASEMENTBK:16142, PG:215
STORM SEWER ANDUTILITY EASEMENT(PUBLIC)BK:17526, PG:301
15.00'
ST INT 2.2 (SW-501)
RIM = 42.67'
IE = 36.91 ST 2.2
ST INT 1.7 (SW-501)
T/C = 42.30
IE = 36.50 ST 1.7
STMH 1.6 (48" - SW-401)
RIM = 42.30'
IE = 35.58 ST 1.7
IE = 35.62 ST 3.1
IE = 35.47 ST 1.6
ST INT 3.1 (48" - SW-502)
T/C = 40.75
IE = 36.25 ST 3.1
ST INT 1.3 (SW-506)
T/C = 40.62
IE = 33.84 ST 1.4
IE = 33.74 ST 1.3
ST INT 1.5 (SW-501)
T/C = 41.14
IE = 34.35 ST 1.6
IE = 34.50 ST 6.1
IE = 34.25 ST 1.5
ST INT 1.2 (SW-505)
T/C = 40.45
IE = 33.40 ST 1.3
IE = 33.30 ST 1.2
ST INT 1.1 (SW-503)
RIM = 40.69'
IE = 32.00 ST 1.2
IE = 34.87 ST 2.1
IE = 31.50 ST 1.1
ST INT 4.1 (SW-505)
RIM = 39.34'
IE = 34.00 ST 4.1
S
T
1
.
7
6
9
L
F
1
5
"
R
C
P
@
1
.
3
6
%
ST
1.6 113 LF
15" R
CP
@
1.00%
ST
1
.4
2
5 L
F
18
" R
CP
@
1
.0
0%
ST 1.3 34 LF
18" RCP @ 1.00%
ST 1.2 130 LF
24" RCP @ 1.01%
ST
2
.2
1
04
L
F
15
" R
CP
@
0
.8
8%
ST 3.1
64 L
F
15" RC
P @
1.0
0%
S
T
2
.
1
6
8
L
F
1
5
"
R
C
P
@
1
.
5
4
%
ST 1.1 49 LF
24" RCP @ 1.02%
ST 4.1 15 LF
15" RCP @ 6.97%
ST INT 2.1 (48" - SW-502)
RIM = 41.32'
IE = 36.00 ST 2.2
IE = 36.50 ST 6.1
IE = 35.90 ST 2.1
ST 6.1 138 LF 10" PVC
@ 1.00% MIN SLOPE
6" PVC STORM SEWER
@ 1.00% MIN SLOPE
10" CLEANOUT
RIM = 42.07
IE = 37.38
30 LF NEENAH R-3599
VANE DRAIN W/ 12" PVC
@ 1.35% SLOPE
219 LF 6" PVC SANITARY
SERVICE @ 1.00% SLOPE
CONNECT TO EXISTING SANITARY SEWER
IE = 33.75± (FIELD VERIFY)
4" GREASE WASTE
LINE CONNECTION
IE = 36.24
SEE PLUMBING PLAN
FOR CONTINUATION
4" SANITARY SEWER
CONNECTION
IE = 36.16
SEE PLUMBING PLAN
FOR CONTINUATION
4,000 GALLON GREASE INTERCEPTOR
RIM (N) = 42.44
RIM (S) = 42.61
IE = 36.11 (S)
IE = 35.94 (N)
SEE PLUMBING PLAN FOR DETAILS
13 LF 4" PVC
@ 1.00% SLOPE
45° BENDS
WYE
IE = 35.81
45° BEND
35 LF 4" PVC
@ 1.00% SLOPE
6" SANITARY SERVICE
IE = 36.00
SEE PLUMBING PLAN
FOR CONTINUATION
CONNECT TO EXISTING SANITARY SEWER
IE = 34.60± (FIELD VERIFY)
CONNECT TO STORM CULVERT
IE = 31.00 ST 1.1
75 LF 6" PVC SANITARY
SERVICE @ 1.65% SLOPE
HY-VEE STORE
6,150 GROSS SF BUILDING
FFE: 43.50
HY-VEE CARWASH
FFE: 42.00
4" 22.5° BEND
4" 45° BEND
2" 45° BEND (QTY 2)
CONNECT TO EXISTING WATER MAIN
WITH TAPPING SLEEVE AND VALVE
308 LF OF 4" DIP
WATER SERVICE
CONNECT TO STORM CULVERT
IE = 33.00 ST 4.1
4"X4"X4" TEE WITH
4"X2" REDUCER
4" FIRE SERVICE,
SEE PLUMBING PLANS
FOR CONTINUATION
2" DOMESTIC WATER SERVICE,
SEE PLUMBING PLANS
FOR CONTINUATION
STAGING AREA
(COORDINATE
WITH OWNER)
INLET PROTECTION (TYP.)
INLET PROTECTION (TYP.)
TEMPORARY CONSTRUCTION
ENTRANCE
SILT FENCE (TYP)
45
44
4
3
4
2
4
2
4
0
4
1
40
39
4
0
4
1
4
2
4
3
4
2
41
40
4
1
40
4
1
4
2
41
4
2
4
1
40
4
0
4
0
4
2
41
4
0
62 LF OF 4" DIP
WATER SERVICE
65.00'
B-B
ST 2.3 15 LF
15" RCP @ 6.88%
ST INT 5.1 (SW-501)
RIM = 41.14'
IE = 34.00 ST 2.3
ST INT 2.1 (48" - SW-502)
RIM = 41.32'
IE = 36.00 ST 2.2
IE = 35.90 ST 2.1
CONNECT TO STORM CULVERT
IE = 33.00 ST 4.1
COORDINATE RELOCATION OF
EXISTING SANITARY SERVICE AND
WATER SERVICE WITH ADJACENT
LANDOWNER AS REQUIRED FOR
CONSTRUCTION
ST INT 6.1 (SW-501)
T/C = 41.38
IE = 35.50 ST 6.1
ST 6.1 74 LF
12 '' RCP @ 1.35%
ST INT 1.4 (SW-503)
T/C = 41.41
IE = 34.18 ST 1.5
IE = 34.08 ST 1.4
4
1
4
1
4
2
4
2
4
1
4
2
4
1
4
2
4
2
4
3
41
42
43
4
1
4
2
3
9
4
0
4
1
4
1
42 41
4
0
4
A B D E FC
3
2
1
A B D E FC
4
3
2
1
Iow
a | Illinois | Indiana
PR
ELIM
IN
AR
Y
- N
OT
F
OR
CO
NS
TR
UC
TIO
N
4125 W
estow
n P
kw
y, S
uite 100 | W
est D
es M
oines, Iow
a 50266
515.223.8104 | w
ww
.shive-hattery.com
N O
R
T
H
R
1-800-292-8989
THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM
THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO
BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE
CLIENTS/CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION
OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID
UTILITIES FROM ANY DAMAGE.
0 20'
GRAPHIC SCALE
40' 60'
DR
AW
N:
AP
PR
OV
ED
:
IS
SU
ED
F
OR
:
DA
TE
:
FIE
LD
B
OO
K:
PR
OJE
CT
N
O:
CLIE
NT
N
O:
Printed:
3 OF 3
GR
AD
IN
G &
U
TILIT
Y
PLA
N
TL
S
KA
S
CIT
Y A
PP
RO
VA
L
20
20
-0
6-0
4
41
85
16
0
---
---
PR
ELIM
IN
AR
Y P
LA
T O
F
LIN
NW
ILL H
Y-V
EE
HY
VE
E, IN
C.
210 G
RA
ND
A
VE
NU
E | W
ES
T D
ES
M
OIN
ES
, IO
WA
50265
P:\P
ro
je
cts\D
M\4
18
51
60
\D
elive
ra
ble
s\D
ra
win
gs\1
_C
ivil\P
re
lim
in
ary P
la
t\0
3 U
tility &
G
ra
din
g P
la
n.d
wg
6/4
/2
02
0 1
:2
7:5
0 P
M
1. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL,
STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR
SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR
OWNER.
2. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL.
3.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)
SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.
4. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR
READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
5. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER
PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
6.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO
SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES
THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR
WATERS OF THE STATE.
7. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY
STOPPED SHALL BE SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS
AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.
8. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO
ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
9. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT
THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION
WITH THE STABILIZATION OF THE SITE.
10. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO
REDUCE RUNOFF VELOCITIES AND EROSION.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL
MEASURES (SILT FENCES, WATTLES, INLET PROTECTION, ETC.) TO PREVENT EROSION.
12. ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS
SHALL BE PROVIDED WITH A FILTER SACK.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND
REINSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES.
GRADING AND EROSION CONTROL NOTES:
1. ALL WATER WORK, PUBLIC OR PRIVATE, SHALL BE DONE IN ACCORDANCE WITH WEST DES
MOINES WATER WORKS STANDARD SPECIFICATIONS.
2. CONTRACTOR SHALL NOTIFY WEST DES MOINES WATER WORKS AT LEAST ONE WEEK PRIOR
TO BUILDING CONSTRUCTION.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK OF
ALL SUBCONTRACTOR(S) INVOLVED IN THE PROJECT.
4. CONTACT BUILDING INSPECTION (515-222-3630) A MINIMUM OF 24 HOURS IN ADVANCE FOR
PRIVATE UTILITY INSTALLATION INSPECTIONS.
5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE WEST DES
MOINES WATER WORKS AND THE CITY'S CROSS CONNECTION CONTROL/CONTAINMENT
PROVISION.
6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF AN
APPROVED BACKFLOW PREVENTION ASSEMBLY(IES) FOR CONTAINMENT IN ALL NEW
CONSTRUCTION. BACKFLOW PREVENTION TO BE INSTALLED PER CITY ORDINANCE 1297,
54-1998. CONTRACTOR SHALL NOTIFY WEST DES MOINES WATER WORKS, RALPH RENTERIA,
ENGINEERING TECHNICIAN (515-222-3465) A MINIMUM OF 24 HOURS AFTER INSTALLATION AND
TESTING OF ALL BACKFLOW DEVICES TO SCHEDULE FINAL INSPECTION.
7. ALL EXISTING WATER SERVICE STUBS THAT WILL NOT BE UTILIZED AFTER CONSTRUCTION
SHALL BE ABANDONED AT THE WATER MAIN. COORDINATE WITH WDMWW DISTRIBUTION
STAFF FOR ANY NECESSARY WATER SHUTDOWNS NEEDED TO COMPLETE THE WORK AT
515.222.3465.
8. ALL CROSSINGS WITH EXISTING UTILITIES SHALL BE POTHOLED AT THE CRITICAL CROSSING
LOCATION TO VERIFY MINIMUM CLEARANCE IS ACHIEVED.
GENERAL NOTES
LOT 1
LOT A
370 LF 4" DIP WATER SERVICE
16 LF 2" DIP WATER SERVICE
2 EA 4" TAPPING SLEEVE AND VALVE
1 EA 4"X4"X4" TEE
1 EA 4"X2" REDUCER
2 EA WATER SERVICE VALVES
2 EA 22.5° BEND
3 EA 45° BEND
WATER MAIN QUANTITIES (PRIVATE)
GRAND AVE (PUBLIC)
120' ROW
STAGING AREA, CONSTRUCTION ENTRANCE,
SILT FENCE & EXISTING INLET PROTECTION: PRIOR TO GRADING
INLET PROTECTION: AFTER UTILITY INSTALLATION
EROSION CONTROL INSTALLATION SCHEDULE
AN NPDES GENERAL PERMIT NO. 2 AND ASSOCIATED STORMWATER POLLUTION
PREVENTION PLAN SHALL BE PROVIDED TO THE CITY OF WEST DES MOINES
PRIOR TO ANY CONSTRUCTION ACTIVITIES OR LAND DISTURBANCE ON THE SITE.
![P µ î t ^ µ o Ç ] o t } l · 3q 4c 4c 4c4 4c 4c4 4c 4c 4c44c q3 4c 4c4 4c 4c 4c 4!(!(!(!(!(!(!(!(!(!(!!(!!!!!(!(!(!(!(!(!!(!(!(wps26 wps19 wps10 wps24 wps23 wps25 wps01 wps20](https://img.pdfslide.us/doc/110x75/5f69b696a9d73730bd76a7d7/p-t-o-o-t-l-3q-4c-4c-4c4-4c-4c4-4c-4c-4c44c-q3-4c-4c4-4c-4c-4c.jpg)
