T I TLE S HEET 1 1 1 ' ALBAUGH INDUSTRIAL PARK PLAT 5, LOT 13 INDEX OF SHEETS OWNER/DEVELOPER MARGO FRANKEL STATE PARK WOODS SUNNYSIDE CAMP NE 49 AVE NW 50 PL NW 51 PL NW 52 AVE NE 60 AVE NE 3 ST NE 5 ST NE 16 ST NE 17 ST NW 72 PL NW 16 ST NW 6 DR SAYLORVILLE NE 27 CT NE 28 CT AVE NE 74 PL N E 19 LN NE 17 ST NE 18 ST NE 52 AVE NW 49 PL NE 1 ST NE 15 ST NE 17 CT NW 48 PL NE 11 CT NE 7 ST NE 10 ST NE 9 ST NE 9 ST NE 57 AVE NE 57 PL N W 67 P L NE 76 PL NE 2 ST NW 4 ST AIRPORT REGIONAL ANKENY NE 74 PL N E 19 LN NE 76 PL 160 415 NE 69 PL NE 50 AVE S A Y L O R 17 CT NE NE I NDUSTRY DR NE 61 PL NE 58 AVE NE 22 ST NE 29 ST NE 54 AVE NE 54 AVE 6 4 WAY N E NE 66 AVE NE 70 AVE 6 NW DR NW 54 AVE NE 46 AVE NE 16 CT NE 72 AVE BM 1 SAYLOR VICINITY MAP CONTACT: TED RAPP (515) 964-9444 ANKENY, IOWA 50021 1525 NE 36TH STREET DRA PROPERTIES, L.C. Sheet 5 Date I O W A L I C E N S E D P R O F E S S I O N A L E N G I N E E R License Number Pages or sheets covered by this seal: My License Renewal Date is December 31, 2013 18678 Erik J. Nikkel, P.E. 18678 NIKKEL ERIK J. under the laws of the State of Iowa. licensed Professional Engineer supervision and that I am a duly by me or under my direct personal engineering document was prepared I hereby certify that this Sheets 1-4 S T A T E O F I O W A P R O F E S S I O N A L L A N D S C A P E A R C H I T E C T Date License Number Pages or sheets covered by this seal: 512 NO. ARCHITECT LANDSCAPE Clay R. Schneckloth, ASLA 512 SCHNECKLOTH CLAY R. under the laws of the State of Iowa. Professional Landscape Architect charge. I am a duly licensed direct supervision and responsible below was prepared by me or under my this technical submission described I hereby certify that the portion of June 30, 2015 License Expires: SCALE: 1"=2000' NE 19TH ST PROJECT LOCATION DETAILED PLANTING PLAN OVERALL PLANTING PLAN DETAILED GRADE PLAN OVERALL GRADING AND EROSION CONTROL PLAN DIMENSION AND UTILITY PLAN OVERALL LAYOUT PLAN PROJECT INFORMATION SHEET TITLE SHEET 9. 8. 7. 6. 4-5. 3. 2. 1. POLK COUNTY, IOWA 6263 NE INDUSTRY DRIVE FOR SITE PLAN BY DATE REVSON MARK Sca e : Ch ec k e d By Eng n ee r Tec hn i c a n Da t e Fe d Bk Pg 1 " AWS D:\113. 0573\Cadd\SP01_1130573. t sh 9/11 /2013 2: 25: 02 PM Snyder 1 : 2 Y:\pen\dat e. t bl Y:\pr i nt _dr i ver s\Bl ack_Gr ay\V8i BWHal f Wei ght PDF. plt cf g Sh ee t o f Sheet of Project No: S NYD E R & A SS O C I A TE S , I N C . Pr o j ec t No : 515 - 964 - 2020 | www. s nyd e r- a ss o c i a t e s . c o m ANKENY, I OW A 50023 2727 S. W . SNYDER BL VD. AL BUAGH I NDUS T RI AL P ARK P L AT 5 , L O T 13 POL K COUNT Y, I OW A 1130573 9 EJ N BKC AW S 08/ 09/ 13 1130573 9 1 REVI SED PER COUNTY COMMENTS 09/11 /13 AWS
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TIT
LE S
HE
ET
1
1
1'
ALBAUGH INDUSTRIAL PARK PLAT 5, LOT 13
INDEX OF SHEETSOWNER/DEVELOPER
MARGO FRANKEL
STATE PARK
WOODS
SUNNYSIDE
CAMP
NE 49 AVE
NW 50 PL
NW 51 PL
NW 52 AVE
NE 60 AVEN
E 3
ST
NE 5
ST
NE 16
ST
NE 17
ST
NW 72 PL
NW
16
ST N
W 6 DR
SAYLORVILLE
NE 27
CT
NE 28
CT
AVE
NE 74 PL
NE
19L
N
NE 17
ST
NE 18
ST
NE 52 AVE
NW 49 PL
NE 1 S
T
NE 15
ST
NE 17
CT
NW 48 PL
NE 11 C
T
NE 7
ST
NE 10
ST
NE 9
ST
NE 9
ST
NE 57 AVE
NE 57 PL
NW 67 P
L
NE 76 PL
NE 2
ST
NW
4
ST
AIRPORT
REGIONAL
ANKENY
NE 74 PL
NE
19L
N
NE 76 PL
160
415
NE 69 PL
NE 50 AVE
S A Y L O R
17
CT
NE
NE IN
DU
ST
RY
DR
NE 61 PL
NE 58 AVE
NE 22
ST
NE 29
ST
NE 54 AVENE 54 AVE
64 WAY
NE
NE 66 AVE
NE 70 AVE
6N
WD
R
NW 54 AVE
NE 46 AVE
NE 16
CTNE 72 AVE
BM 1
SAYLOR
VICINITY MAP
CONTACT: TED RAPP
(515) 964-9444
ANKENY, IOWA 50021
1525 NE 36TH STREET
DRA PROPERTIES, L.C.
Sheet 5
Date
IOWA
LI
CE
NSED
PROFESSIONALE
NGI
NEE
R
License Number
Pages or sheets covered by this seal:
My License Renewal Date is December 31, 2013
18678
Erik J. Nikkel, P.E.
18678
NIKKELERIK J.
under the laws of the State of Iowa.
licensed Professional Engineer
supervision and that I am a duly
by me or under my direct personal
engineering document was prepared
I hereby certify that this
Sheets 1-4
STATE
OFIOWA
PR
OFESSIONAL
LANDSCAPE
ARCHIT
ECT
Date
License Number
Pages or sheets covered by this seal:
512NO.
ARCHITECT
LANDSCAPE Clay R. Schneckloth, ASLA
512
SCHNECKLOTH
CLAY R.
under the laws of the State of Iowa.
Professional Landscape Architect
charge. I am a duly licensed
direct supervision and responsible
below was prepared by me or under my
this technical submission described
I hereby certify that the portion of
June 30, 2015
License Expires:
SCALE: 1"=2000'
NE 19
TH
ST
PROJECT LOCATION
DETAILED PLANTING PLAN
OVERALL PLANTING PLAN
DETAILED GRADE PLAN
OVERALL GRADING AND EROSION CONTROL PLAN
DIMENSION AND UTILITY PLAN
OVERALL LAYOUT PLAN
PROJECT INFORMATION SHEET
TITLE SHEET
9.
8.
7.
6.
4-5.
3.
2.
1.
POLK COUNTY, IOWA
6263 NE INDUSTRY DRIVE
FOR
SITE PLAN
BY
DA
TE
RE
VISIO
NM
AR
K
Scale:
Checked B
y:
Engineer:
Technicia
n:
Date:
Field B
k: Pg:
1"=
AW
S
D:\
113.0
57
3\
Cadd\
SP01_
113057
3.tsh
9/11/2013
2:2
5:0
2
PM
Snyder
1:2
Y:\
pen\
date.t
bl
Y:\
print_
driv
ers\
Bla
ck_
Gray\
V8iB
WHalf
Weig
htP
DF.pltcfg
Sheet
of
Sheet of
Project No:
SN
YD
ER
& A
SS
OCIA
TE
S, IN
C.
Project
No:
515-9
64-2
020 | w
ww.s
nyder-associates.c
om
AN
KE
NY, IO
WA 5
0023
2727 S.W. S
NY
DE
R B
LV
D.
AL
BU
AG
H I
ND
US
TRIA
L P
AR
K P
LA
T 5, L
OT 1
3
PO
LK C
OU
NT
Y, IO
WA
1130573
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113057
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AW
S
ZONING
PROPERTY DESCRIPTION
PROPERTY ADDRESS
BUILDING DESCRIPTION
GENERAL USE
PARKING REQUIREMENTS:
BASE SITE CALCULATIONS:
DEVELOPMENT SCHEDULE
LI - LIGHT INDUSTRIAL DISTRICT
WAREHOUSE/DISTRIBUTION
ELEV.=955.33
2. SW UPPER FLANGE BOLT ON HYDRANT AT NW CORNER OF DEE-ZEE.
ELEV.=957.39
1. SW UPPER FLANGE BOLT ON HYDRANT AT SW CORNER OF NE 58TH AVENUE AND NE 16TH STREET.
BENCHMARKS
Features
9393.
0
93
T
OTOT
T
FO
E
OE
TV
OTV
4" G
4" HPG
4" LPG
8" W
8" S
FO
E
OE
TV
OTV
4" G
4" HPG
4" LPG
8" W
8" S
12" ST12" ST
G
G
Soil Boring
Satellite Dish
Sign
Filler Pipe
Above Ground Storage Tank
Underground Storage Tank
Fence Post or Guard Post
Cable TV Manhole
Cable TV Junction Box
Gas Manhole
Gas Valve
Telephone Manhole
Telephone Junction Box
Traffic Sign
Electric Transformer
Street Light
Utility Pole with Light
Utility Pole
Water Service Valve
Water Main Valve
Fire Hydrant
Double Storm Sewer Intake
Single Storm Sewer Intake
Manhole
Storm Sewer with Size
Sanitary Sewer with Size
Water Main with Size
Low Pressure Gas Main with Size
High Pressure Gas Main with Size
Gas Main with Size
Overhead Television
Underground Television
Overhead Electric
Underground Electric
Fiber Optic Telephone
Overhead Telephone
Underground Telephone
Coniferous Tree
Deciduous Tree
Coniferous Shrub
Deciduous Shrub
Tree Stump
Tree Line
Fence (Wood)
Fence (Chain Link)
Fence (Barbed, Field, Hog)
Contour Elevation
Spot Elevation 93.0
Existing Proposed
E
AST
UST
FP
GENERAL NOTESLEGEND
HORIZONTAL CONTROL
BACK OF CURB N 38831.98 E 53090.19
CP5 SET REBAR 5' WEST OF FIRE HYDRANT NORTH END OF INDUSTRY DRIVE 6' EAST OF
CORNER FIRESTONE PROPERTY N 42327.74 E 54335.21
CP2 SET REBAR 5' WEST OF FIRE HYDRANT 15' SOUTH OF NE 66TH ASPHALT EDGE NORTHWEST
N 42326.55 E 52508.78
CP1 SET REBAR 5' WEST OF FIRE HYDRANT 5' NORTH OF CHAIN LINK FENCE AT 1600 NE 66TH
UTILITY SERVICE
WATER MAIN AND SERVICES SHALL BE APPROVED BY DMWW.
PROPOSED DEVELOPMENT. ALL WORK ASSOCIATED WITH THE
DES MOINES WATER WORKS WILL PROVIDE WATER TO THE
2
2
PR
OJE
CT I
NF
OR
MA
TIO
N S
HE
ET
AND FORMING A PART OF POLK COUNTY, IOWA.
BEING AN OFFICIAL PLAT ALL NOW INCLUDED IN
LOT 13 OF ALBAUGH INDUSTRIAL PARK PLAT 5,
DES MOINES, IOWA 50313
6263 NE INDUSTRY DRIVE
BB. CONTRACTOR TO SEED ALL AREAS DISTURBED BY CONSTRUCTION WITH TYPE 1 SEED MIX, UNLESS OTHERWISE NOTED.
OCCUPANCY.
AA. THE OWNER SHALL MAINTAIN THE REQUIRED LANDSCAPING, BOTH EXISTING AND PROPOSED, FOR THE LIFE OF THE CERTIFICATE OF
BEDS AROUND PLANT MATERIAL CLOSER THEN 8' AND IN ALL AREAS INDICATED ON PLAN.
Z. PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH AROUND ALL PLANTINGS TO A MIN. 3-FOOT PERIMETER, PROVIDE CONTINOUS MULCH
Y. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FORM DATE OF PROJECT ACCEPTANCE.
Z60.1-LATEST EDITION).
X. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI
W. A POLK COUNTY SIGN PERMIT SHALL BE ACQUIRED PRIOR TO SIGN CONSTRUCTION.
PARAGRAPHS (1) THROUGH (4) WILL BE NEEDED BEFORE THE OUTDOOR STORAGE AREA IS CONSTRUCTED.
AREA MEETING POLK COUNTY ZONING ORDINANCE REQUIREMENTS INCLUDING BUT NOT LIMITED TO ARTICLE 4 DIVISION 4 SECTION 5(A)
V. NO OUTDOOR STORAGE IS PROPOSED, IF OUTDOOR STORAGE IS NEEDED IN THE FUTURE A NEW SITE PLAN FOR THE OUTDOOR STORAGE
15 OF ALBAUGH INDUSTRIAL PARK PLAT 5.
U. THE STORMWATER DETENTION FOR THIS SITE IS PROVIDED BY A COMMON DETENTION BASIN ON LOTS 12 AND 13 SERVES LOTS 12, 13, AND
DRIVEWAY ENTRANCE.
T. A POLK COUNTY GRANT PERMIT IS REQUIRED FOR ALL WORK IN THE ROAD RIGHT-OF-WAY THAT IS NOT RELATED TO THE PROPOSED
S. A POLK COUNTY ENTRANCE PERMIT IS REQUIRED PRIOR TO CONSTRUCTION OF THE DRIVE APPROACH ONTO NE INDUSTRY DRIVE.
CONTRACTOR TO COORDINATE UTILITY ROUTING TO BUILDING AND VERIFY CONNECTION LOCATIONS AND INVERTS PRIOR TO CONSTRUCTION.
R. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN MINIMUM 18" VERTICAL AND HORIZONTAL CLEARANCE BETWEEN UTILITIES.
PROVIDER, POLK COUNTY, AND THE OWNER PRIOR TO CONSTRUCTION.
Q. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE
EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A GRADING PERMIT IS REQUIRED FOR THIS PROJECT.
RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL
P. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE
O. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTANENCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.
CONSTRUCTION ACTIVITIES IN A TIMELY MANNER.
N. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY
OTHERWISE NOTED.
M. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS
GRADES.
L. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 6" DEPTH TO FINISH
AN APPROVED OFF-SITE WASTE SITE.
K. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO
VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION.
BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT
DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO
J. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN.
I. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED AND NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS.
H. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
DENSITY.
G. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM
WORK.
F. NOTIFY OWNER, ENGINEER, DES MOINES WATER WORKS, AND POLK COUNTY PUBLIC WORKS AT LEAST 48 HOURS PRIOR TO BEGINNING
FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS.
CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED.
E. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC
FLARED END SECTIONS.
D. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE AND INLUDES
IMPROVEMENTS AND THE SOILS REPORTS PREPARED BY OTHERS.
C. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC
EXPENSE.
NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S
UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS
NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL
B. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS
BEFORE CONSTRUCTION.
FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. VERIFY LOCATION OF ALL UTILITIES
GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
A. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO
UTILITY WARNING
(0.69 PROPOSED OPEN SPACE RATIO)
(284,666 SF PROVIDED)
145,361 SF MINIMUM OPEN SPACE
0.35 MINIMUM OPEN SPACE RATIOX
415,318 SF BUILDABLE LAND
(0.16 PROPOSED FLOOR AREA RATIO)
(67,440 SF BUILDING PROPOSED)
3.34 AC. MAX FLOOR AREA (145,361 SF)
0.35 MAX FLOOR AREA RATIOX
9.53 AC BUILDABLE LAND (415,318 SF)
9.53 AC BUILDABLE LAND (415,318 SF)
0.00 AC NATURAL RESOURCE AREA-
9.53 AC TOTAL SITE AREA (415,318 SF)
30,000 SFTOTAL:
1,500 SFOFFICE:
28,500 SFWAREHOUSE:
TOTAL BUILDING HEIGHT TO PEAK=34'-8"
BUILDING 3
20,400 SFTOTAL:
1,000 SFOFFICE:
19,400 SFWAREHOUSE:
TOTAL BUILDING HEIGHT TO PEAK=34'-8"
BUILDING 2
17,040 SFTOTAL:
1,000 SFOFFICE:
16,040 SFWAREHOUSE:
TOTAL BUILDING HEIGHT TO PEAK=34'-8"
BUILDING 1
INCLUDING 1 ACCESSIBLE STALL
15 SPACES TOTAL PROVIDED,
= 15 SPACES TOTAL REQUIRED
= 8 SPACES REQUIRED8 EMPLOYEES IN WAREHOUSE/STORAGE
1 SPACE PER EMPLOYEE
= 4 SPACES REQUIRED16,000 SF/4,000 x 1 PARKING SPACE
1 SPACE PER 4,000 SF OF STORAGE
= 3 SPACES REQUIRED1,000 SF/1,000 x 3 PARKING SPACES
3 SPACES PER 1000 SF OF OFFICE
(17,000 SF) BUILDING 1
INCLUDING 1 ACCESSIBLE STALL
19 SPACES TOTAL PROVIDED,
= 19 SPACES TOTAL REQUIRED
= 11 SPACES REQUIRED11 EMPLOYEES IN WAREHOUSE/STORAGE
1 SPACE PER EMPLOYEE
= 5 SPACES REQUIRED19,000 SF/4,000 x 1 PARKING SPACE
1 SPACE PER 4,000 SF OF STORAGE
= 3 SPACES REQUIRED1,000 SF/1,000 x 3 PARKING SPACES
3 SPACES PER 1000 SF OF OFFICE
(20,000 SF) BUILDING 2
INCLUDING 1 ACCESSIBLE STALL
22 SPACES TOTAL PROVIDED,
= 22 SPACES TOTAL REQUIRED
= 9 SPACES REQUIRED9 EMPLOYEES IN WAREHOUSE/STORAGE
1 SPACE PER EMPLOYEE
= 8 SPACES REQUIRED29,000 SF/4,000 x 1 PARKING SPACE
1 SPACE PER 4,000 SF OF STORAGE
= 5 SPACES REQUIRED1,500 SF/1,000 x 3 PARKING SPACES
3 SPACES PER 1000 SF OF OFFICE
(30,000 SF) BUILDING 3
2013NOVEMBERLANDSCAPING / SITE FINISH
2013OCTOBER PAVEMENTS
2013SEPTEMBERUNDERGROUND UTILITIES
2013SEPTEMBEREARTHWORK
SCHEDULEACTIVITY
BUILDING CONSTRUCTION SCHEDULE
2014AUGUSTBUILDING 3
NOVEMBER 2013BUILDING 2
2014APRILBUILDING 1
BY
DA
TE
RE
VISIO
NM
AR
K
Scale:
Checked B
y:
Engineer:
Technicia
n:
Date:
Field B
k: Pg:
1"=
AW
S
D:\
113.0
57
3\
Cadd\
SP02_
113057
3.nts
9/11/2013
2:2
5:0
6
PM
Snyder
1:2
Y:\
pen\
date.t
bl
Y:\
print_
driv
ers\
Bla
ck_
Gray\
V8iB
WHalf
Weig
htP
DF.pltcfg
Sheet
of
Sheet of
Project No:
SN
YD
ER
& A
SS
OCIA
TE
S, IN
C.
Project
No:
515-9
64-2
020 | w
ww.s
nyder-associates.c
om
AN
KE
NY, IO
WA 5
0023
2727 S.W. S
NY
DE
R B
LV
D.
AL
BU
AG
H I
ND
US
TRIA
L P
AR
K P
LA
T 5, L
OT 1
3
PO
LK C
OU
NT
Y, IO
WA
1130573
9
EJ
NB
KC
AW
S08/09/13
113057
39
1R
EVIS
ED
PE
R
CO
UN
TY
CO
MM
EN
TS
09/11/13
AW
S
BY
DA
TE
RE
VISIO
NM
AR
K
Scale:
Checked B
y:
Engineer:
Technicia
n:
Date:
Field B
k: Pg:
1"=
AW
S
D:\
113.0
57
3\
Cadd\
SP03_
113057
3a.dim
9/11/2013
2:2
5:0
8
PM
Snyder
1:1
00
Y:\
pen\
date.t
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Y:\
print_
driv
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Bla
ck_
Gray\
V8iB
WHalf
Weig
htP
DF.pltcfg
Sheet
of
Sheet of
Project No:
SN
YD
ER
& A
SS
OCIA
TE
S, IN
C.
Project
No:
515-9
64-2
020 | w
ww.s
nyder-associates.c
om
AN
KE
NY, IO
WA 5
0023
2727 S.W. S
NY
DE
R B
LV
D.
AL
BU
AG
H I
ND
US
TRIA
L P
AR
K P
LA
T 5, L
OT 1
3
PO
LK C
OU
NT
Y, IO
WA
1130573
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NB
KC
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09/11/13
AW
S
T
6" W
H
12" ST
12" S
T
12" ST
18" ST
18" ST
12" ST
24" ST
6" W
6" W
6" W
6" W
FFE=962.35BUILDING 1
FFE=963.90BUILDING 2
FFE=961.85BUILDING 3
T
T
4
12
13
14 15
24" ST
24" S
T
24" ST
18" ST 15" ST
8" S
8" S
12"
W
12"
W
12" PVCFL=952.39
12" PVCFL=952.78
FL=956.04
FL=955.55Rim=960.10
FL=955.37Rim=960.13
FL=955.11
6'X6' RCBCFL=960.08
6'X6' RCBCFL=960.01
FL=954.37
Inv.=953.61Rim=957.40
Inv.=953.36Rim=957.40
165,000 Volt Lines345,000 Volt and
Double CircuitPower Lines
OverheadTransmission Line Tower
Inv.=945.75Rim=959.25
Inv.=944.36Rim=962.50
Inv.=942.16Rim=960.85
3
3
50'
682.45'
410.3
7'
789.06'
Curve
B-3
(B
K 3892,
PG
255)
165'
Trans
missio
n
Lin
e
Ease
ment
Easement
15' Public Utility
5' Gas Easement
5' Sidewalk Easement
Drainage Easement
30' Wetland and
Wetland Easement
Ponding and
50'
Buildin
g Setback
Lin
e
15' Side Yard Setback Line
15' Side Yard Setback Line
15' R
ear
Yard Setback
Lin
e
113.2'
202.1'
115.0'
50.0'
R
50.0'
R
2"x4" Stringer
Cedar Panels
4"x4" Posts
Grade
8' Max
6'
Ht.
3'
Min.
T. & B.
TRASH ENCLOSURENO SCALE
0
SCALE (FEET)
50
Inv.=953.00
Footing and Apron Guard
ST-4A, 18" FES w/
Inv.=953.00
Footing and Apron Guard
ST-6A, 18" FES w/
Inv.=952.80
Footing and Apron Guard
ST-2A, 24" FES w/
DIMENSION PLAN CONSTRUCTION NOTES
CLEARANCES FROM THESE ELECTRIC LINES.
THESE ELECTRIC LINES, INCLUDING MAINTAINING PROPER SAFETY
AWARE AND REMAIN AWARE OF THE HAZARDS OF WORKING AROUND
ACTIVITY WITHIN THE VICINITY OF THESE ELECTRIC LINES MUST BE
CAUSE SERIOUS INJURY OR DEATH. ALL PEOPLE INVOLVED WITH ANY
AND UNINSULATED AND CONTACT WITH THESE ELECTRIC LINES CAN
ENERGIZED. THE CONDUCTORS ON THESE ELECTRIC LINES ARE BARE
14.PLEASE NOTE THAT THESE ELECTRIC LINES ARE CONTINUOUSLY
SEWER PRIOR TO CONSTRUCTION.
CONTRACTOR TO COORDINATE DOWNSPOUT CONNECTION TO STORM
13.BUILDING DOWNSPOUT LOCATION. VERIFY WITH ARCHITECTURAL PLANS.
CONSTRUCTION.
COUNTY SIGN PERMIT SHALL BE ACQUIRED PRIOR TO SIGN
SITE. IF A MONUMENT SIGN IS ADDED AT A LATER TIME, A POLK
12.CURRENTLY THERE IS NO MONUMENT SIGNAGE PROPOSED FOR THIS
UTILITIES. VERIFY SEPARATION PRIOR TO CONSTRUCTION.
11.CONTRACTOR TO MAINTAIN 18" MINIMUM SEPARATION BETWEEN
B. AT-GRADE OVERHEAD ENTRANCE DOOR.
A. LOADING DOCK.
10.DOORS:
D. HYDRANT ASSEMBLY.
CONSTRUCTION.
THE ARCHITECTURAL AND MECHANICAL PLANS PRIOR TO
LOCATION WHERE WATER SERVICE LINE ENTERS THE BUILDING WITH
WATER TO OFFICE INTERIOR OF STRUCTURE. COORDINATE THE EXACT
C. SPLIT FIRE AND DOMESTIC SERVICE INSIDE OF BUILDING. ROUTE
B. 6" WATER SERVICE LINE.
SLEEVE AND VALVE AS PER DES MOINES WATER WORKS.
A. CONNECTION TO EXISTING WATER MAIN UTILIZING 12" X 6" TAPPING
GUIDELINES:
FOLLOWING AS PER DES MOINES WATER WORKS REQUIREMENTS AND
9. WATER SERVICE FROM DES MOINES WATER WORKS, PROVIDE THE
TO EXISTING WITH SERVICE WYE.
F. BORE SANITARY SEWER UNDER NE INDUSTRY DRIVE AND CONNECT
ARCHITECTURAL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION.
SEWER SERVICE LINE ENTERS THE BUILDING WITH THE
E. COORDINATE THE EXACT LOCATION AND DEPTH WHERE SANITARY
D. SANITARY CLEANOUT.
C. 6" PVC SANITARY SEWER SERVICE WYE.
FOOT).
B. 6" PVC SANITARY SEWER SERVICE LINE AT 2.08% SLOPE (1/4" PER
LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
A. CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. VERIFY
THE FOLLOWING:
8. SANITARY SEWER SERVICE FROM POLK COUNTY, PROVIDE AND INSTALL
FOR LIGHT POLES PRIOR TO INSTALLATION OF PAVEMENTS.
C. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL CONDUIT
DETAIL INFORMATION. FIXTURE TO BE PLACED 16 FEET ABOVE GRADE.
B. EXTERIOR WALL FIXTURE. SEE ELETRICAL/MECHANICAL PLANS FOR
INFORMATION.
A. LIGHT POLE BASE. SEE ELECTRICAL/STRUCTURAL PLANS FOR DETAIL
THE LIGHTING.
AND APPROVED BY POLK COUNTY PRIOR TO THE INSTALLATION OF
ORDINANCE. A SITE LIGHTING PHOTOMETRIC PLAN SHALL BE SUBMITTED
LIGHTING CONTAINED IN ARTICLE 12 OF THE POLK COUNTY ZONING
TRAFFIC. THIS SITE SHALL MEET THE REQUIREMENTS FOR EXTERIOR
BUILDING-MOUNTED LIGHTING SHALL BE SHIELDED FROM STREET
AND PROPERTY OWNER ALL ASPECTS OF ELECTRICAL SERVICE. ALL
CONTRACTOR TO COORDINATE WITH THE UTILITY SERVICE PROVIDER
FOR ALL ASPECTS OF SITE LIGHTING PRIOR TO CONSTRUCTION.
CONTRACTOR TO COORDINATE WITH THE OWNER AND POLK COUNTY
7. SITE LIGHTING: SITE LIGHTING SHOWN INDICATES DESIGN INTENT ONLY,
SHEET.
ENCLOSURE PLACED ON 6" DEPTH PCC PAD. SEE DETAIL ON THIS
A. 6' HEIGHT WOOD FENCE AND SOLIDLY SCREENED GATE DUMPSTER
PLAN.
6. PROVIDE THE FOLLOWING SITE IMPROVEMENTS WHERE SHOWN ON
REQUIREMENTS.
A. PROVIDE VAN ACCESSIBLE PARKING SIGNAGE AS PER ADAAG
5. SIGNS, PROVIDE THE FOLLOWING:
SHOWN.
C. ACCESSIBLE AISLE. 45° STRIPING AT 3' ON CENTER SPACING WHERE
B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE PARKING SYMBOL.
A. 4" WIDE PAINTED PARKING STALL LINES.
4. PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
G. NO CURB FOR TRASH ENCLOSURE.
CONSTRUCT PER MID AMERICAN ENERGY SPECIFICATIONS.
F. TRANSFORMER PAD, COORDINATE SIZE WITH ELECTRICAL PLAN AND
E. 4' WIDE CURB OPENING WITH 5' WIDE CONCRETE DRAINAGE PAD.
D. PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33%.
C. PCC SIDEWALKS, 4" DEPTH PAVEMENT.
B. 5" DEPTH PCC DRIVE AND PARKING WITH INTEGRAL 6" CURB.
CURB, UNLESS NOTED OTHERWISE.
A. 8" DEPTH PCC DRIVES AND LOADING DOCK AREAS WITH INTEGRAL 6"
3. PAVEMENTS, PROVIDE THE FOLLOWING WHERE INDICATED ON PLAN:
A. GRIND EXISTING CURB FOR NEW DRIVEWAY.
2. DEMOLITION, REMOVE THE FOLLOWING:
C. 6" SANITARY SERVICE.
WITH UTILITY SERVICE PROVIDER AS NECESSARY.
B. EXISTING UTILITIES. COORDINATE ANY RELOCATIONS OR ADJUSTMENTS