ALBAUGH INDUSTRIAL PARK PLAT 5, LOT 13 E IS E o N · 2019-02-15 · lot 13 of albaugh industrial...

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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

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nyder-associates.c

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AN

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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

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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:


BUILDING 2

17,040 SFTOTAL:

1,000 SFOFFICE:

16,040 SFWAREHOUSE:


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





















2013NOVEMBERLANDSCAPING / SITE FINISH

2013OCTOBER PAVEMENTS

2013SEPTEMBERUNDERGROUND UTILITIES

2013SEPTEMBEREARTHWORK

SCHEDULEACTIVITY

BUILDING CONSTRUCTION SCHEDULE

2014AUGUSTBUILDING 3

NOVEMBER 2013BUILDING 2

2014APRILBUILDING 1

BY

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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

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Date:

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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

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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



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' 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


ST-6A, 18" FES w/

Inv.=952.80


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

A. EXISTING PAVEMENTS TO REMAIN.

1. EXISTING FEATURES, PROTECT THE FOLLOWING:

1A

1B

2A

8F

8F

9A

9A

Inv.=946.35

Inv.=945.58

Inv.=948.38

8E

8B

8C

8D

14

8B

8B

Inv.=956.29

8E

Inv.=954.13

Inv.=954.23

OV

ER

AL

L L

AY

OU

T P

LA

N

186.33'

30.00'

100.9

6'

N 0° 26' 25"

WS 5°

45' 49"

W

192.6

5'

235.35'

15.00'

N 23° 40' 42" E

N 17

° 47' 9

"

W

178.4

8'

72.95'

60.95'

Easement

30' Storm Sewer

30' Storm Sewer Easement

CURVE TABLE

CHORD BEARING/DISTANCETANGENTARC LENGTHRADIUSDELTACURVE NO.

1,970.00' 713.44' 360.67' 709.55'Curve B-3

(10' X 10' X 1.5')w/ Engineering FabricProvide 10 Tons Riprap



6' X 8' Turf Reinforcing Mat4' X 4' Flow Transition Matting w/

13

Typ.

13

Typ.

13

Typ.

13

Typ.

13

Typ.

13

Typ.

Sewer @ 2.08%

140 LF of 6" Sanitary

394 LF of 6" Sanitary Sewer @ 2.08%

Se

wer

@ 2.0

8%

108

LF of 6" Sanitary

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\

SP04

_113057

3b.dim

9/11/2013

2:2

5:1

1 P

M

Snyder

1:4

0

Y:\

pen\

date.t

bl

Y:\

print_

driv

ers\

Bla

ck_

Gray\

V8iB

WHalf

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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

6" W

H

6" W

T

12

13

24" ST

8" S

12"

W

FL=955.11

Inv.=944.36Rim=962.50



5' Gas Easement

Easement

15' Public UtilityN

E I

ND

US

TR

Y D

RIV

E

0

SCALE (FEET)

20

DIM

EN

SIO

N A

ND U

TILIT

Y P

LA

N

4

4

20'

50'

Buildin

g Setback Line


Drainage Easement30' Wetland and

Easement30' Storm Sewer

BUILDING 2

BUILDING 3

50.7'

15.8'

50.0'

R

50.0'

R

15.0'

R

15.0'

R

5.0'

R

5.0'

R

2.0'

20.0'

31.0'

8.2'

17.0'

25.0'

17.0'

6.0'

9.0'

9.5'36.0'

9.5'

5.0'

R

10.0' 16.0' 16.8'

14.0'46.8'

50.0'

R

16.0'10

.0'

4.0'

11.0'25.0'

228.9'

78.5'

25.0'

142.0'

120.0'

1A

1B

1B

1C

2A

2A

3A

3A

3A

3A

3B

3B

3C 3D

3E

3F

3G

4A

4A4B 4C

5A

6A

8A

8B

8B

8E

1,000 SFOFFICE

16,040 SFWAREHOUSE

5.0'

R

35.0'

R

64.9'

15.0'

R

9A

9B 9C

10A

10B


8D

Inv.=950.30Rim=960.90

8C

Inv.=950.20

Inv.=952.90

146 LF of 12" ST @ 0.40%

126

LF of 12

" S

T

@ 0.3

0%

Inv.=954.50


ST-1B, 12" FES w/

954.88 (Out N)

954.98 (In W)

Rim=961.00

Circular Storm Sewer Manhole

ST-1A, SW-401

955.56 (Out N)

Rim=961.95


ST-1, SW-401

956.84 (Out N)

Rim=961.00


ST-3, SW-401

953.97 (Out E)

954.37 (In W)

Rim=957.50

Circular Area Intake

ST-4, SW-512 (24")

190.00 LF of 12" ST @ 1.30%

322.00 LF of

18" ST @ 0.30%

SAFETY CLEARANCES FROM THESE ELECTRIC LINES.

AROUND THESE ELECTRIC LINES, INCLUDING MAINTAINING PROPER

MUST BE AWARE AND REMAIN AWARE OF THE HAZARDS OF WORKING

ANY ACTIVITY WITHIN THE VICINITY OF THESE ELECTRIC LINES

CAUSE SERIOUS INJURY OR DEATH. ALL PEOPLE INVOLVED WITH




STORM SEWER PRIOR TO CONSTRUCTION.

PLANS. CONTRACTOR TO COORDINATE DOWNSPOUT CONNECTION TO

13.BUILDING DOWNSPOUT LOCATION. VERIFY WITH ARCHITECTURAL

CONSTRUCTION.







A. LOADING DOCK.

10.DOORS:


PRIOR TO CONSTRUCTION.

BUILDING WITH THE ARCHITECTURAL AND MECHANICAL PLANS

EXACT LOCATION WHERE WATER SERVICE LINE ENTERS THE

WATER TO OFFICE INTERIOR OF STRUCTURE. COORDINATE THE



WORKS.

TAPPING SLEEVE AND VALVE AS PER DES MOINES WATER

A. CONNECTION TO EXISTING WATER MAIN UTILIZING 12" X 6"

GUIDELINES:



CONNECT TO EXISTING WITH SERVICE WYE.

F. BORE SANITARY SEWER UNDER NE INDUSTRY DRIVE AND

CONSTRUCTION.

ARCHITECTURAL AND MECHANICAL PLANS PRIOR TO





PER FOOT).

B. 6" PVC SANITARY SEWER SERVICE LINE AT 2.08% SLOPE (1/4"



INSTALL THE FOLLOWING:

8. SANITARY SEWER SERVICE FROM POLK COUNTY, PROVIDE AND



GRADE.

DETAIL INFORMATION. FIXTURE TO BE PLACED 16 FEET ABOVE


DETAIL INFORMATION.

A. LIGHT POLE BASE. SEE ELECTRICAL/STRUCTURAL PLANS FOR

INSTALLATION OF THE LIGHTING.

SUBMITTED AND APPROVED BY POLK COUNTY PRIOR TO THE

ORDINANCE. A SITE LIGHTING PHOTOMETRIC PLAN SHALL BE









THIS SHEET.

ENCLOSURE PLACED ON 6" DEPTH PCC PAD. SEE DETAIL ON


PLAN.


REQUIREMENTS.



WHERE SHOWN.

C. ACCESSIBLE AISLE. 45° STRIPING AT 3' ON CENTER SPACING

SYMBOL.

B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE PARKING










6" CURB, UNLESS NOTED OTHERWISE.

A. 8" DEPTH PCC DRIVES AND LOADING DOCK AREAS WITH INTEGRAL





ADJUSTMENTS WITH UTILITY SERVICE PROVIDER AS NECESSARY.

B. EXISTING UTILITIES. COORDINATE ANY RELOCATIONS OR



(Verify)Inv.=950.0

13

Typ.

13

Typ.

6' X 8' Turf Reinforcing Mat4' X 4' Flow Transition Matting w/

7A

7B

Typ.

134.5 LF of 6" Sanitary Sewer

@ 2.0

8%

Sewer @ 2.08%

15 LF of 6" Sanitary

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\

SP05_

113057

3c.dim

9/11/2013

2:2

5:1

4

PM

Snyder

1:4

0

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

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1R

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PE

R

CO

UN

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EN

TS

09/11/13

AW

S

T

H

T

T

13






5' Gas Easement

Easement

15' Public Utility

(B

K 3892,

PG

255)

165'

Trans

missio

n

Lin

e

Ease

ment

NE I

ND

US

TR

Y D

RIV

E

0

SCALE (FEET)

20

DIM

EN

SIO

N A

ND U

TILIT

Y P

LA

N20'

50'

Buildin

g Setback

Lin

e

5

5



GRADE.

DETAIL INFORMATION. FIXTURE TO BE PLACED 16 FEET ABOVE


DETAIL INFORMATION.

A. LIGHT POLE BASE. SEE ELECTRICAL/STRUCTURAL PLANS FOR

INSTALLATION OF THE LIGHTING.

SUBMITTED AND APPROVED BY POLK COUNTY PRIOR TO THE

ORDINANCE. A SITE LIGHTING PHOTOMETRIC PLAN SHALL BE









THIS SHEET.

ENCLOSURE PLACED ON 6" DEPTH PCC PAD. SEE DETAIL ON


PLAN.


REQUIREMENTS.



WHERE SHOWN.

C. ACCESSIBLE AISLE. 45° STRIPING AT 3' ON CENTER SPACING

SYMBOL.

B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE PARKING










6" CURB, UNLESS NOTED OTHERWISE.

A. 8" DEPTH PCC DRIVES AND LOADING DOCK AREAS WITH INTEGRAL





ADJUSTMENTS WITH UTILITY SERVICE PROVIDER AS NECESSARY.

B. EXISTING UTILITIES. COORDINATE ANY RELOCATIONS OR



20.0'

120.0'

89.0'

31.0'

50.0'

R

15.0'

R

5.0'

R

11.0'25.0'

9.5' 54.0' 9.5'5.0'10.0' 16.0'

15.5' 14.0' 57.0'

38.4'

28.3'

35.3'

170.0'

27.0'

55.5'

120.0'

250.0'

6.0'

9.0'

17.0'

25.0'

17.0'

15.0'

31.0'

274.5'

272.0'

46.0'

5.0'

R

9.5'

9.5'27.0'

35.0'

R

16.0'

10.0'

17.0'

31.0'

15.0'

R

29.4'

200.0'

R

16.0'

10.0'

64.9'

5.0'

R

35.0'R

39.0'

15.0'

R

25.0'11.0'

5.0'

R

9.5'45.0'

9.5'5.0'

35.0'

R

4.0'

40.0'

31.0'

16.0'

17.0'

25.0'

17.0'

6.0'

8.0'

10.0'

16.0'16.5'

40.0'

84.0'

6.0'6.0'

9.0' 9.0'

4.0'15.0'

R25.0'

R

5.0'

R

25.0'

R

64.9'

3A

3A

3A

3A

3A

3A

3A

3B

3B

3B

3B

3B

3C

3C

3C

3D

3D

3F

3F

3G

3G

4A

4A

4A

4B

4B

4C

4C

5A5A

6A

6A

8C

8D

8E

8E

8B

8B

8B

9B

9B

9B

9B

9C

9C

SAFETY CLEARANCES FROM THESE ELECTRIC LINES.

AROUND THESE ELECTRIC LINES, INCLUDING MAINTAINING PROPER

MUST BE AWARE AND REMAIN AWARE OF THE HAZARDS OF WORKING

ANY ACTIVITY WITHIN THE VICINITY OF THESE ELECTRIC LINES

CAUSE SERIOUS INJURY OR DEATH. ALL PEOPLE INVOLVED WITH




STORM SEWER PRIOR TO CONSTRUCTION.

PLANS. CONTRACTOR TO COORDINATE DOWNSPOUT CONNECTION TO

13.BUILDING DOWNSPOUT LOCATION. VERIFY WITH ARCHITECTURAL

CONSTRUCTION.







A. LOADING DOCK.

10.DOORS:


PRIOR TO CONSTRUCTION.

BUILDING WITH THE ARCHITECTURAL AND MECHANICAL PLANS

EXACT LOCATION WHERE WATER SERVICE LINE ENTERS THE

WATER TO OFFICE INTERIOR OF STRUCTURE. COORDINATE THE



WORKS.

TAPPING SLEEVE AND VALVE AS PER DES MOINES WATER

A. CONNECTION TO EXISTING WATER MAIN UTILIZING 12" X 6"

GUIDELINES:



CONSTRUCTION.

ARCHITECTURAL AND MECHANICAL PLANS PRIOR TO





PER FOOT).

B. 6" PVC SANITARY SEWER SERVICE LINE AT 2.08% SLOPE (1/4"



INSTALL THE FOLLOWING:

8. SANITARY SEWER SERVICE FROM POLK COUNTY, PROVIDE AND

9D

956.17 (Out E)

Rim=963.00


ST-5, SW-401

954.02 (Out E)

954.42 (In W)

Rim=963.25


ST-6, SW-401

175 LF of 12" ST @ 1.0%

340 LF of 18"

ST @ 0.3%

118 LF of 24

" ST @ 0.3%

953.15 (Out E)

T/C=956.80


ST-2, SW-503

10A10B

10B

10A

11

11

14

14

1,000 SFOFFICE

19,400 SFWAREHOUSE

28,500 SFWAREHOUSE

1,500 SFOFFICE



Inv.=956.29

Inv.=954.23

13

Typ.

13

Typ.

13

Typ.

7A

7B

Typ.

7B

Typ.

7A

7A

7A

394 LF of 6" Sanitary Sewer @ 2.08%

108

LF of 6" Sanitary Se

wer

@ 2.0

8%

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\

SP06_

113057

3a.gra

9/11/2013

2:2

5:1

7

PM

Snyder

1:1

00

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

T

6" W

8" S

H

12" ST

12" S

T

12" ST

18" ST

18" ST

12" ST

24" ST

6" W

6" W

6" W

6" W

6" S

6" S

6" S




T

T

954

955

956

956

956

957 957

957

957

957

958

958

958

958

958

958

958

958

958

958

959

959

959

959

959

959

959

959

959

959

959

959

960

960

960

960

960

960

960

960

960

960

961

961

961

961961

961

961

961

961

962

962

962

962

962

963

963

963

94

9

949

950

950

951

951

952

953

953

953

953

953

954

954

954

954

954

954

954

954

954

954

954954

954

954

954

955

955

955

955

955

955

955

955

955

955

955

955

955

955

955

955955

955

955

955

955

955

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

957

957

957

957

957

957

957

957

957

957

957

957

957

957

957

958

958

958

958

958958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

960

960

960

960

960

960

960

960

960

960

960

960

960

960

961

961

961

961

961

961

961

961

962

962

962

962

962

962

962

963

963

9649

64

12

13

14 15

24" ST

24" S

T

24" ST

18" ST 15" ST

8" S

8" S

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




Inv.=945.75Rim=959.25

Inv.=944.36Rim=962.50

POLLUTION PREVENTION NOTES

WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION".

REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE k.

POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE.

DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE

STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND

STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM

MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES, MATERIALS

SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE

RECORD IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS

COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND j.

DELAYED MORE THAN 21 CALENDAR DAYS.

CONSTRUCTION ACTIVITY HAS FINISHED OR IS PLANNED TO BE

STABILIZATION MEASURES NO LATER THAN 14 CALENDAR DAYS AFTER

UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE

SEED MIX, PERMANENT SEED MIX, OR SOD AS SOON AS PRACTICAL

STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY i.

BUILDINGS OR OTHER IMPROVEMENTS ARE LOCATED.

FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT,

RESPREAD A MINIMUM OF 4 INCHES OF TOPSOIL (INCLUDING TOPSOIL h.

SEWERS ARE INSTALLED.

PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM

OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF CONTROL.

AS AREAS REACH THEIR FINAL GRADES AND AS CONSTRUCTION

EROSION CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON

INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, g.

IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.

SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS

STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND

ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING

PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION f.

SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS.

TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE

RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY

DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY

PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR

INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED e.

MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.

PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE

REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT

MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING,

MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL d.

BY CONSTRUCTION OPERATIONS AT ANY TIME.

CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED

PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR c.

PRIOR TO SITE CLEARING AND GRADING OPERATIONS.

SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES

AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR

INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH b.

STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION.

TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE

NATURAL BUFFERS AROUND SURFACE WATERS, DIRECT STORM WATER

SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN

UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE a.

APPLICABLE:

LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT

REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT

THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL 4.

REFLECT CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE.

THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO 3.

THOSE SHOWN ON THE PLAN MAY BE REQUIRED.

CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM

RESULT OF CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE

COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A

PRACTICES (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT

THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT 2.

CONSTRUCTION.

MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE DURING

SHOULD REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND

DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR

THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE 1.

POLLUTION PREVENTION PLAN:C.

OF DISCONTINUATION.

OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE

RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE

THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL

REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF

TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, INSPECTION

FINAL STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL

A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON 3.

A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF IOWA.

REQUEST. FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS

AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON

INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES

PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE

INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF

ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, 2.

COVERAGE FROM THE IDNR.

PREVENTION PLAN (SWPPP) AND POSSIBLY OBTAINING THE GENERAL PERMIT

INCLUDING CREATING OR MAINTAINING THE STORM WATER POLLUTION

FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2

SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND

PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR AND ALL

ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL

NO. 2 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT 1.

STORM WATER DISCHARGE PERMITB.

DUE TO THE CONTRACTOR.

REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS

ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT,

PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO

FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO

PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER.

WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE

/ ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE

DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT 2.

AS A RESULT OF PERFORMANCE.

AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR

TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE

LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS

RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER ACT AND ANY

REQUIREMENTS OF THE IOWA CODE, THE IOWA DEPARTMENT OF NATURAL

WITH ALL POTENTIAL POLLUTION AND SOIL EROSION CONTROL

CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE 1.

POLLUTION PREVENTION AND EROSION PROTECTIONA.

SILT FENCE DETAIL

ATTACHMENT TO POST

Fabric

Post

cable ties

Wire or 5

documents or as directed by the Jurisdictional Engineer.

Section 9040, 3.07 and at locations shown in the contract

Install silt fence according to the requirements of

GENERAL NOTES:

5

4

3

2

1

details of "Attachment to Posts."

using wire or plastic ties (50 lb. min.). See

Secure top of engineering fabric to steel posts

Engineer.

otherwise allowed by the Jurisdictional

Steel posts to be embedded 20 in. unless

fence in the low point of the ditch.

a minimum of 2 in. higher than the top of the

the bottom elevation at the end of the fence is

In ditches, extend silt fence up side slope so

pullout and flow under the fence.

secure the fabric in the trench to prevent

the silt fence as required to sufficiently

Compact ground by driving along each side of

(fabric may be folded below the ground line)

Insert 12 in. of fabric a minimum of 6 in. deep

TYPICAL SILT FENCE DITCH CHECK

Foreslope

Variable (20' for a normal 10' wide ditch.)

(5'-0" max.)

Post spacing

(5'-0" max.)

Post spacing

4

5

1

3

Backslop

e

902

904

906

908

910

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

individual section of silt fence

Install "J-hook" at each end of an

ground contour

Install parallel to

(Plan View)

(600' if slope is flatter than 5%)

200' max. length per section

Ground lineFabric

1

5

4

or as required to adequately support fence

Reduce post spacing to 5'-0" at water concentration areas,

8'-0"spacing

24"

DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES

36"

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

Ground line

Fabric

Flow

4'-0" minimum

'T' steel fence post

(Profile View)

4

1

1

2

See plans for spacing

0

SCALE (FEET)

50

6

6

50'

100-YR POOL=953.56

NORMAL POOL = 952.78

NE I

ND

US

TR

Y D

RIV

E

OV

ER

AL

L G

RA

DIN

G A

ND E

RO

SIO

N C

ON

TR

OL P

LA

N

Silt Fence (Typ.)

Silt Fence (Typ.)

Silt Fence (Typ.)



5' Gas Easement

Easement

15' Public Utility

Wetland Easement

Ponding and

Easement

30' Storm Sewer

50'

Buildin

g Setback

Lin

e

Drainage Easement

30' Wetland and

(B

K 3892,

PG

255)

165'

Trans

missio

n

Lin

e

Ease

ment

T

6" W

8" S

H

12" ST

12" S

T

12" ST

18" ST

18" ST

12" ST

24" ST

6" W

6" W

6" W

6" W

6" S

6" S

6" S




T

T

BY

DA

TE

RE

VISIO

NM

AR

K

Scale:

Checked B

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Engineer:

Technicia

n:

Date:

Field B

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1"=

AW

S

D:\

113.0

57

3\

Cadd\

SP07

_113057

3b.gra

9/11/2013

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Project No:

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SS

OCIA

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S, IN

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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

954

955

955.90

956

956

956

956.20

956.25LP

956.30LP

956.35

956.50

956.53

956.55

956.60

956.6

0

956.62

956.66

956.70

956.70HP

956.75

956.80

956.8

5

956.85

956.92

956.98

957 957

957

957

957

957.00

957.02

957.05

957.11

957.13

957.15

957.15

957.17

957.

23

957.25

957.

25

957.32

957.35

957.43

957.45

957.4

5

(957.50)

957.53

957.55

957.60

957.62

957.65

957.75

957.75

957.82

957.85

957.85957.85

957.90

957.92

958

958

958

958

958

958

958

958

958

958

958.

00

958.05

958.12

(958.20)

958.25

958.35

958.40

958.40

958.60

(958.70)

958.70

958.70

958.72

958.75

958.85

958.90

958.90

958.98

959

959

959

959

959

959

959

959

959

959

959

959.00

959.02

959.09

959.10

959.15959.20

959.20

959.20

959.21

959.22

959.28

959.30

959.

30

959.34

959.35

959.35

959.35

959.35

959.40

959.47

(959.50)

959.52

959.55

959.55

959.75

959.78

959.80

959.85

959.90

959.98

HP

960

960

960

960

960

960

960

960

960

960

960.00

960.05

960.05

960.08

960.10

960.10

960.20

960.28

960.30

960.35

960.35

960.40

960.40

960.50 960.50

960.55

960.60

960.75

960.80 960.80

960.80

960.85

960.92

960.95

961

961

961

961961

961

961

961

961

961.00961.00

961.00

961.05

961.1

2

961.15

(961.20)

961.20

961.20

961.25

961.25

961.35

961.35

961.35

(961.40)

961.40

961.40961.40

961.40

961.45

961.45

961.55

961.60

961.65

961.70

961.70

961.70

961.70

961.75

961.85

961.85

961.85961.85

961.85

961.85

961.85

961.90

961.90

961.95

962

962

962

962

962

962.0

0

962.05

962.05

962.10

962.30

962.35962.35

962.50962.55

962.65

962.75

962.80

962.90

963

963

963.00

963

963.03963.10 963.20

963.40963.40

963.70

963.90

963.90

953

953

953

953

954

954

954

954

954

955

955

955

955

955

955

955

955

955

956

956

956

956

956

956

956

957

957

957

957

957

958

958

958

958

958

958

958

958

958

958

958

959

959

959

959

959

959

959

959

959

959

959

960

960

960

960

960

960

960

960

960

960

961

961

961

961

962

962

962

962

962

962

962

963

9649

64

13

18" ST 15" ST

8" S

8" S

12" PVCFL=952.78

6'X6' RCBCFL=960.01

FL=954.37

Inv.=953.61Rim=957.40

Inv.=953.36Rim=957.40




Inv.=945.75Rim=959.25

Inv.=944.36Rim=962.50

100-YR POOL=953.56


NE I

ND

US

TR

Y D

RIV

E

0

SCALE (FEET)

30

50'

7

7

DE

TAIL

ED G

RA

DE P

LA

N

Wetland Easement

Ponding and

Drainage Easement

30' Wetland and

Easement

15' Public Utility

5' Gas Easement


50'

Buildin

g Setback

Lin

e

(B

K 3892,

PG

255)

165'

Trans

missio

n

Lin

e

Ease

ment

954

955

956

956

956

957 957

957

957

957

958

958

958

958

958

958

958

958

958

958

959

959

959

959

959

959

959

959

959

959

959

959

960

960

960

960

960

960

960

960

960

960

961

961

961

961961

961

961

961

961

962

962

962

962

962

963

963

963

940

94

0

940

944

948

94

9

949

950

950

951

951

952

953

953

953

953

953

954

954

954

954

954

954

954

954

954

954

954954

954

954

954

955

955

955

955

955

955

955

955

955

955

955

955

955

955

955

955955

955

955

955

955

955

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

956

957

957

957

957

957

957

957

957

957

957

957

957

957

957

957

958

958

958

958

958958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

958

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

959

960

960

960

960

960

960

960

960

960

960

960

960

960

960

960

960

960

961

961

961

961

961

961

961

961

961

961

962

962

962

962

962

962

962

963

963

9649

64

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\

SP08_

113057

3a.lnd

9/11/2013

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2

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Snyder

1:1

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Sheet of

Project No:

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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

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NT

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1130573

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39

1R

EVIS

ED

PE

R

CO

UN

TY

CO

MM

EN

TS

09/11/13

AW

S

T

6" W

8" S

H

12" ST

12" S

T

12" ST

18" ST

18" ST

12" ST

24" ST

6" W

6" W

6" W

6" W

6" S

6" S

6" S




T

T

12

13

14 15

24" ST

24" S

T

24" ST

18" ST 15" ST

8" S

8" S

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




Inv.=945.75Rim=959.25

Inv.=944.36Rim=962.50

Inv.=942.16Rim=960.85

0

SCALE (FEET)

50

8

8

50'

100-YR POOL=953.56


NE I

ND

US

TR

Y D

RIV

E

6''

(Trees larger than 2 1/2 inch diameter)

STAKING PLAN

documents.

branch when specified in the contract

Wrap trunk from ground line to first 1

1

MATERIAL

FLAGGING

GARDEN HOSE

DETAILS

SEE PLANTING PIT

STEEL POSTS (Trees 2 1/2 inch diameter or smaller)

STAKING PLAN

TO SOUTHWEST

PLACE ON STAKE

TO SOUTHWEST

PLACE ON STAKE

(4'-0" MIN.)

TREE HEIGHT

1/2 TO 2/3

(2'-0" MIN.)

TREE HEIGHT

1/4 TO 1/3

6"

NO SCALE

DECIDUOUS TREE STAKING DETAIL

5

1

SLOPE PLANTING PIT DETAIL

EXISTING SLOPE

FINISH GRADE

Root Ball Diameter 1 1/2 to 2 Times

PLACE ROOT BALL ON UNDISTURBED SOIL

TREE OR SHRUB

ROOT BALL

BEGIN TRANSITION AT EDGE OF

2:1 MAXIMUM TRANSITION SLOPE.

SCARIFY SIDES OF PIT

MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING

BEYOND EDGE OF ROOT BALL

3" HEIGHT WATER RETENTION BERM

LOCATED AT TOP OF ROOTBALL

2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS

FINISH GRADE. DO NOT PLACE MULCH WITHIN

SET ROOT COLLAR AND ROOT FLARE 2" ABOVE

MINIMUM FOR SHRUBS

2X ROOTBALL

MINIMUM FOR TREES

3X ROOTBALL

FINISH GRADE

SCARIFY SIDES OF PIT

PLACE ROOT BALL ON UNDISTURBED SOIL

TYPICAL PLANTING PIT DETAIL

BEYOND EDGE OF ROOT BALL

3" HEIGHT WATER RETENTION BERM

LOCATED AT TOP OF ROOTBALL

2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS

FINISH GRADE. DO NOT PLACE MULCH WITHIN

SET ROOT COLLAR AND ROOT FLARE 2" ABOVE

MINIMUM FOR SHRUBS

2X ROOTBALL

MINIMUM FOR TREES

3X ROOTBALL

ROOT SYSTEM

OR CONTAINER

DEPTH OF ROOT BALL

ROOT SYSTEM

OR CONTAINER

DEPTH OF ROOT BALL

BASKET MINIMUM.

MINIMUM TOP 1/2 OF BURLAP AND WIRE

BALLED AND BURLAP (B&B) PLANTS REMOVE

MATERIAL. REMOVE ALL TWINE. FOR

IMPEDE THE GROWTH OF THE PLANT

CONTAINERS OR OTHER MATERIAL THAT WILL

REMOVE ALL NON-BIODEGRADABLE MATERIAL,

BASKET MINIMUM.

MINIMUM TOP 1/2 OF BURLAP AND WIRE

BALLED AND BURLAP (B&B) PLANTS REMOVE

MATERIAL. REMOVE ALL TWINE. FOR

IMPEDE THE GROWTH OF THE PLANT

CONTAINERS OR OTHER MATERIAL THAT WILL

REMOVE ALL NON-BIODEGRADABLE MATERIAL,

MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING

NO SCALE

PLANTING PIT DETAILS

11

NO SCALE

TREE DRAINAGE WELL DETAIL

pervious soil layer.

extens a minimum of 12 inches into the

well may be termineated when the well

depth less the 6 feet, the drainage

If pervious soil is encountered at a

Diameter8" to 12"

IMPERVIOUS SOIL

SEE PLANTING PIT DETAIL

FINISH GRADE

ENGINEERING FABRIC

SEPTIC GRAVEL

6' DEPTH

(IF PRESENT)

PERVIOUS SOIL

5

2

5

3

LANDSCAPE REQUIREMENTS PER APRIL 13, 2010 POLK COUNTY ZONING ORDINANCE, ARTICLE 10, LANDSCAPING

KEY COMMON NAME SIZE COMMENTS

SH

RU

BS

TR

EE

S

BOTANICAL NAME

1-1/2" Cal.

B&B

B&B

PLANT SCHEDULE

24" Ht.

B&B

AND AS APPROVED BY ENGINEER.

INSTALLATION AS PER SPECIFICATIONS

IMPERVIOUS SOILS ARE FOUND DURING

TREE DRAINAGE WELL ONLY REQUIRED IF

NOTE:

PLANTING PLAN POLK COUNTY REQUIREMENTS:

24" Ht.

PLANTING PLAN CONSTRUCTION NOTES:

EASEMENT WITH SUDAS WETLAND SEED MIX.

2. CONTRACTOR TO SEED AREAS DISTURBED BY CONSTRUCTION IN THE PONDING AND WETLAND

AND WETLAND EASEMENT WITH SUDAS TYPE 1, LAWN SEED MIX, UNLESS NOTED OTHERWISE.

1. CONTRACTOR TO SEED ALL AREAS DISTURBED BY CONSTRUCTION OUTSIDE THE PONDING

Cont. (5' O.C.)36" Ht.

PARKING LOT:

STREET BUFFERYARD REQUIREMENTS:

B&B1 1/2" Cal.

6' HT.

Quercus x warei 'Long' REGAL PRINCE OAKQW

Acer x freemanii 'Sienna' SIENNA GLEN MAPLEAF

Plantanus x acerifolia 'Morton Circle' EXCLAMATION! PLANETREE 1-1/2" Cal.PA

MS Malus 'JFS-KW5' ROYAL RAINDROPS CRABAPPLE

Aronia melanocarpa 'Morton' IROQUOIS BEAUTY BLACK CHOKECHERRYAM

'Kallay's Compact'pfitzeriana x Juniperus JP

VD Viburnum dentatum 'KLMseventeen' LITTLE JOE ARROWWOOD VIBURNUM

Cont. (4' O.C.)

Cont. (4' O.C.)

KALLAY'S COMPACT JUNIPER

TOTAL POINTS PROVIDED = 27.1 POINTS

(61) SHRUBS REQUIRED (64 PROVIDED/9.6 POINTS PROVIDED)

(16) UNDERSTORY REQUIRED (9 PROVIDED, 7 SUBSTITUED WITH CANOPY TREES/ 4.5 POINTS PROVIDED)

(9) CANOPY TREES REQURIED (13 PROVIDED/ 13 POINTS PROVIDED)

USING PLANT OPTION #1 WITH SUBSTITUTIONS:

TOTAL POINTS REQUIRED = 8.6 x 3 (25.8 POINTS).

713 LF/100 LF PER PU x 1.2 (BUFFER YARD MODIFIER)= 8.6 PU'S

AVERAGE BUFFERYARD DEPTH = 713 LF - 30' WIDTH

UTILIZE ALTERNATIVE "A" SIZE PLANT MATERIAL.

LIGHT STREET BUFFER (15% OPAQUE) IS REQUIRED ALONG NE INDUSTRY DRIVE (713 LF)

TOTAL POINTS PROVIDED = 13.8 POINTS

(31) SHRUBS REQUIRED (32 PROVIDED/ 4.8 POINTS PROVIDED)

(9) CANOPY TREES REQURIED (9 PROVIDED/ 9 POINTS PROVIDED)

USING PLANT OPTION #3:

TOTAL POINTS REQUIRED = 4.5 x 3 (13.5 POINTS).

1458 SF LANDSCAPING AREA REQUIRED (1458 SF PROVIDED)

56 PARKING SPACES PROVIDED = 4.5 PLANT UNITS AND

UTILIZE ALTERNATIVE "B" SIZE PLANT MATERIAL.

FOR EVERY (6) SPACES OVER (12), (.5) PLANT UNITS AND (162 SF) OF ISLAND IS REQUIRED.

(1) PLANT UNIT AND (324 SF) OF ISLAND PER (12) PARKING SPACES,

OV

ER

AL

L P

LA

NTIN

G P

LA

N

(B

K 3892,

PG

255)

165'

Trans

missio

n

Lin

e

Ease

ment

Wetland Easement

Ponding and

Drainage Easement

30' Wetland and


15' R

ear

Yard Setback

Lin

e


50'

Buildin

g Setback

Lin

e

Easement

15' Public Utility

5' Gas Easement



Easement

30' Storm Sewer

954

955

956

956

956

957 957

957

957

957

958

958

958

958

958

958

958

958

958

959

959

959

959

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18" ST

18" ST

12" ST

24" ST

6" W

6" W

6" W

6" W

6" S

6" S

6" S




T

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8" S

8" S

12"

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12" PVCFL=952.39

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FL=955.11




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NE I

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TR

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E

0

SCALE (FEET)

30

50'

9

9

KEY COMMON NAME SIZE COMMENTS

SH

RU

BS

TR

EE

S

BOTANICAL NAME

1-1/2" Cal.

B&B

B&B

PLANT SCHEDULE

24" Ht.

B&B

24" Ht.

Cont. (5' O.C.)36" Ht.

B&B1 1/2" Cal.

6' HT.

Quercus x warei 'Long' REGAL PRINCE OAKQW

Acer x freemanii 'Sienna' SIENNA GLEN MAPLEAF

Plantanus x acerifolia 'Morton Circle' EXCLAMATION! PLANETREE 1-1/2" Cal.PA

MS Malus 'JFS-KW5' ROYAL RAINDROPS CRABAPPLE

Aronia melanocarpa 'Morton' IROQUOIS BEAUTY BLACK CHOKECHERRYAM

'Kallay's Compact'pfitzeriana x Juniperus JP

Viburnum dentatum 'KLMseventeen' LITTLE JOE ARROWWOOD VIBURNUM

Cont. (4' O.C.)

Cont. (4' O.C.)

KALLAY'S COMPACT JUNIPER

1-PA

2-PA

5-QW

13-AM

13-AM

3-JP

3-MS

1-AF

1-AF

1-AF

3-VD

VD

3-VD

1-AF

1-AF

1-AF

3-JP

3-MS

3-QW

2-PA

3-MS

13-AM

13-AM

3-JP

3-JP

3-VD

3-VD

1-AF

1-AF

1-AF

5-VD

5-VD

100-YR POOL=953.56


DE

TAIL

ED P

LA

NTIN

G P

LA

NWetland Easement

Ponding and

Drainage Easement

30' Wetland and

Wetland Easement

Ponding and

Drainage Easement

30' Wetland and

Easement

15' Public Utility

5' Gas Easement


(B

K 3892,

PG

255)

165'

Trans

missio

n

Lin

e

Ease

ment

Easement

30' Storm Sewer

10-VD

ALBAUGH INDUSTRIAL PARK PLAT 5, LOT 13 E IS E o N · 2019-02-15 · lot 13 of albaugh industrial...

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Transcript of ALBAUGH INDUSTRIAL PARK PLAT 5, LOT 13 E IS E o N · 2019-02-15 · lot 13 of albaugh industrial...