Lowe's Carmel, IN

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24x36$FILE$$DATE$$TIME$

08-0166

Store #1525

14598 Lowes Way

City of Carmel

Hamilton County, IN

Lowe’s Garden CenterExpansion

Drawing No.Scale:

Project No.

Type:

Date:

Drawn By:

Date:

1

Revisions:

Project Name & Location:

Drawing Name:

PROJECT MANAGER DATE

PROJECT ENGINEER / ARCHITECT DATE

Seal Seal

DATEPROJECT DESIGNER

2

3

4

5

6

7

8

9

It is a violation of law for any person, unless acting under the direction oflicensed Architect, Professional Engineer, Landscape Architect, or Land

Surveyor to alter any item on this document in any way.

Any licensee who alters this document is required by law to affix his orher seal and to add the notation "Altered By" followed by his or hersignature and the specific description of the alteration or revision.

Drawing Alteration

DO NOT SCALE PLANS

Copying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout. Therefore,scaling of this drawing may be inaccurate. Contact APD Engineering

with any need for additional dimensions or clarifications.

615 Fishers RunVictor, NY 14564

585.924.4914.fax

585.742.2222

Copyright 2008C

APD Engineering & Architecture, PLLC615 Fishers RunVictor, NY 14564

585.742.2222585.924.4914.faxwww.apd.com

APD Engineering & Architecture, PLLC

GREYHOUND

PASSOAK RD

LOCATION SKETCHN.T.S.

PROJECT

LOCATION

1. EXISTING SITE DEVELOPMENT PLANS PREPARED BY KES CONSULTANTS

INC., HAVING BEEN NAMED "LOWES HOME IMPROVEMENT CENTER S.R.

431/U.S. 31 AND 146th STREET, CARMEL, INDIANA" PLAN C-200.

2. BUILDING FOOTPRINT PLAN PREPARED BY ARCVISION, INC. AND RECEIVED

VIA EMAIL ON 8/27/08.

3. SITE OBSERVATIONS AND PHOTOS TAKEN ONSITE ON 9/10/08.

REFERENCES:

CC

CC

CCCC

CC

CC

CCCC

CCCC

E. 146th STREET

F.F.E. = 824.50–

EXISTING TOTAL BUILDING = 135,197– SF

EXISTING TOTAL GARDEN CENTER = 42,199– SF

EXISTING LOWE’S STORE

EXISTING STORMWATER MANAGEMENT FACILITY

AREA OF PROPOSED SITE IMPROVEMENTS

(SEE PLANS C1, C2, C3 AND C4 FOR MORE

INFORMATION)

12/16/08

CJK

Overall Site Plan

OV 1

1" = 40’

0 40 8020

Graphic Scale: 1"=40’

120

EXISTING 45’ WIDE BUILDING SETBACK

30

14 24 25

27 26

29 29 28 28

28 27

27 2727 27

29 29 28 28

26

30

9

18

13

PROPOSED GARDEN CENTER EXPANSION = 17,225– SF

NEW TOTAL GARDEN CENTER AREA = 59,424– SF


08-0166

Store #1525

14598 Lowes Way

City of Carmel

Hamilton County, IN


Drawing No.Scale:

Project No.

Type:

Date:

Drawn By:

Date:

1

Revisions:


Drawing Name:



Seal Seal


2

3

4

5

6

7

8

9




Drawing Alteration

DO NOT SCALE PLANS




585.924.4914.fax

585.742.2222

Copyright 2008C


585.742.2222585.924.4914.faxwww.apd.com


GREYHOUND

PASSOAK RD


PROJECT

LOCATION







REFERENCES:

CCCC

CCCC

CC

E. 146th STREET

SITE NOTES:

0 30 60 9015



F.F.E. = 824.50–



PROPOSED 17,225– SF GARDEN

CENTER EXPANSION (REFER TO

ARCH. PLANS FOR DETAILS)

EXISTING LIGHT POLES TO REMAIN

AND BE PROTECTED DURING CONSTRUCTION

ALL EXISTING LANDSCAPING TO BE

RELOCATED TO NEW PLANTING AREAS (TYP.)

(SEE PLAN C3 FOR DETAILS)

EXISTING R.O.W. FOR LOWE’S WAY

94.7’

90’

PROPOSED CURB (MATCH EXISTING-SEE DETAIL)

EXISTING CART CORRAL

TO BE REMOVED

EXISTING WALL TO BE REMOVED

(REFER TO ARCH. PLANS FOR DETAILS)

RELOCATE EXISTING HANDICAP

PARKING SPACES AS SHOWN (TYP.)

PROPOSED HANDICAP SYMBOLS, STRIPING

AND SIGNS. (SEE DETAILS)

EXISTING LOADING DOCKS

TO REMAIN

EXISTING COVERED

GARDEN CENTER

TO REMAIN

EXISTING OPEN

GARDEN CENTER

TO REMAIN



EXISTING PARKING SPACES, LIGHTPOLES,

PLANTING AREAS AND OTHER FEATURES

SHOWN GHOSTED, TO BE REMOVED

PROPOSED CONCRETE SIDEWALK WITH

INTERGAL CURB (TYP.) (SEE DETAIL)

1. TOTAL LOWE’S PARCEL: 16.516– ACRES

2. ZONING: PUD - PLANNED UNIT DEVELOPMENT

3. BUILDING SQUARE FOOTAGE:

EXISTING SALES AREA = 115,390– SF

EXISTING OFFICE AREA = 4,237– SF

EXISTING RECEIVING AREA = 9,370– SF

EXISTING SEASONAL DISPLAY AREA = 6,200– SF


GARDEN CENTER:

EXISTING SHADE STRUCTURES = 5,445– SF

EXISTING COVERED AREA = 11,354– SF

EXISTING OPEN AREA = 25,400– SF


PROPOSED GARDEN CENTER EXPANSION= 17,225– SF


4. PARKING REQUIREMENTS:

EXISTING STANDARD = 666 SPACES

EXISTING HANDICAP = 16 SPACES

EXISTING TOTAL = 682 SPACES (5.04 SPACES/1000 SF)

PROPOSED STANDARD = 617 SPACES

PROPOSED HANDICAP = 16 SPACES

PROPOSED TOTAL = 633 SPACES (4.68 SPACES/1000 SF)

(49 REGULAR SPACES LOST)

REQUIRED PARKING = 676 SPACES (5.00 SPACES /1000 SF)

5. VARIANCES REQUIRED: PARKING (RELIEF FOR 43 SPACES)

6. APPLICABLE SETBACKS ARE AS FOLLOWS:

REQUIRED PROVIDED

MEASURED FROM NEAREST R.O.W. = 90’ 94.7’–

MEASURED FROM R.O.W. OF 146TH ST = 45’ 76.6’–

7. THE SETBACK LINES AND NOTES RELATED TO SETBACKS SHOWN HEREIN ARE INTENDED

TO SHOW APPLICABLE ZONING REQUIREMENTS OF THE CITY OF CARMEL, AS OF THE

DATE OF THIS MAP, AND ARE NOT INTENDED TO IMPOSE ANY ADDITIONAL RESTRICTIONS

OTHER THAN SAID ZONING REQUIREMENTS.

8. ALL EXISTING BUILDING AND SITE INFORMATION SHOWN ON THIS PLAN IS REPRESENTED

BASED ON USE OF THE LISTED REFERENCES.

9. ANY NEW PAVEMENT SECTIONS THAT ARE TO BE REPLACED SHALL MATCH THE EXISTING

PAVEMENT SECTION AND MATERIAL SPECIFICATIONS.

10. ANY EXISTING STRIPING WHICH IS TO REMAIN IN PLACE AND WHICH MAY BECOME

OBSCURED OR DAMAGED DUE TO THE CONSTRUCTION OF IMPROVEMENTS, SHALL BE

REPLACED AND/OR REPAINTED AS NECESSARY.

11. REFER TO ARCHITECTURAL PLANS FOR EXISTING AND PROPOSED BUILDING DIMENSIONS,

SIDEWALK AND CURB DETAILS, ETC., UNLESS NOTED OTHERWISE.

12. APD ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED SITE IMPROVEMENTS

RELATED TO THIS EXPANSION PROJECT. APD ENGINEERING DID NOT PERFORM THE

ORIGINAL SITE DESIGN OR SURVEY AND ACCEPTS NO RESPONSIBILITY FOR EXISTING

SITE CONDITIONS OR FEATURES THAT WERE DESIGNED AND BUILT PREVIOUS TO THE

PREPARATION OF THESE PLANS.

13. THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPROVAL, FOR ALL PROPOSED

TEMPORARY CONSTRUCTION STAGING AND WORK AREAS, FROM ALL REQUIRED

MUNICIPAL DEPARTMENTS, PRIOR TO COMMENCEMENT OF SAID STAGING OR

CONSTRUCTION.

14. ALL SIGN POSTS AND SIGN FACES, AFFECTED BY THE SCOPE OF THIS PROJECT, SHALL

BE INSTALLED TO REFLECT CURRENT DETAIL STANDARDS. ALL TRAFFIC CONTROL

DEVICES AND PAVEMENT MARKINGS WILL COMPLY WITH THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES FOR DESIGN AND INSTALLATION.

15. ALL EXISTING FEATURES, SHOWN GHOSTED, ARE TO BE REMOVED OR RELOCATED, AS NOTED.

9/2/08

CJK

Site Plan

C 1

REVISED PER SITE VISIT OBSERVATIONS 12/16/08

1" = 30’

C.O.

C.O.

C.O.

C.O.

C.O.

M

822

821

823

X

XX

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

XX

824.09

824.25

TC = 823.50–

BC = 823.00–

TC = 823.30–

BC = 822.80–

TC = 823.30–

BC = 822.80–

TC = 823.29–

BC = 822.79–

TC = 823.40–

BC = 822.90–

TC = 823.42–

BC = 822.92–

TC = 823.60–

BC = 823.10–

TC = 822.85–

BC = 822.35–

TC = 822.75–

BC = 822.25–

TC = 823.32–

BC = 822.82–

TC = 822.69–

BC = 822.19–

TC = 823.32–

BC = 822.82–

TC = 823.00–

BC = 822.50–

TC = 823.00–

BC = 822.50–

TC = 823.00–

BC = 822.50–

XX

X

824.09

824.25

X

XX

X

TC = 821.00

BC = 820.40

X

TC = 821.46

BC = 820.85X

823.19–

823.19–

823.19–

823.45–

821.93

TC = 821.96

TC = 821.75

BC = 821.25

X

XX

XTC/BC = 821.45–

TC/BC = 821.14–

X

X

X

X

X

X

X

TC = 822.50

BC = 822.00

TC/BC = 821.38

X

X

X

TC/BC = 821.50

TC/BC = 821.62

TC/BC = 821.74TC/BC = 821.86

X

X

X

821.78

821.90

821.70

X

X

822.00

822.00

X

X

X

TC = 822.00

BC = 821.79

X

TC = 821.58

BC = 821.19

TC = 821.35

BC = 820.85

TC = 821.30

BC = 820.80

TC = 821.59

BC = 821.09

TC = 821.96

BC = 821.51

TC = 821.80

BC = 821.30

BC = 821.54– HP


08-0166

Store #1525

14598 Lowes Way

City of Carmel

Hamilton County, IN


Drawing No.Scale:

Project No.

Type:

Date:

Drawn By:

Date:

1

Revisions:


Drawing Name:



Seal Seal


2

3

4

5

6

7

8

9




Drawing Alteration

DO NOT SCALE PLANS




585.924.4914.fax

585.742.2222

Copyright 2008C


585.742.2222585.924.4914.faxwww.apd.com


GREYHOUND

PASSOAK RD


PROJECT

LOCATION







REFERENCES:

CCCC

CCCC

E. 146th STREET 0 30 60 9015



F.F.E. = 824.50–



EXISTING COVERED

GARDEN CENTER

EXISTING OPEN

GARDEN CENTER

EXISTING LOADING DOCKS

10/16/08

CJK

Grading & Drainage Plan

C 2

REVISED PER CLIENT COMMENTS 12/16/08

1" = 30’

EX. 18" DIA. STORM

EX. INLETTG = 821.75–INV IN = 816.99–INV OUT = 816.49–


EX. MANHOLETG = 823.10–INV IN = 816.44– (N)INV IN = 818.44– (W)INV OUT = 815.44–


EX. 24"

DIA. STORM

EX. IRRIGATION LINE

EX. SAN. MANHOLETR = 822.40–INV IN = 810.30–INV OUT = 810.20–

EX. SAN. MANHOLETR = 822.60–INV IN = 814.40–INV OUT = 814.30–

UTILITY NOTES:

EXISTING GRADE CONTOUR

EXISTING GRADE SPOT ELEVATION821.56

X

C.O.

TOP OF CURB/BOTTOM OF CURBTC/BC

PROPOSED SPOT GRADE ELEVATIONS

PROPOSED GRADE CONTOUR

PROPOSED INLET PROTECTION

821.93X

822

LOWER THE EX. TG TO 820.40.

CONVERT EX. INLET TO CURB

INLET.

MAX. 2% SLOPE IN HANDICAP AREA

EX. IRRIGATION LINE TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION

EX. STORM SEWER TO REMAIN


CONSTRUCTION

EX. STORM SEWER TO REMAIN


CONSTRUCTION



ALL EXISTING UTILITIES AND STORM

DRAINAGE SYSTEMS TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION.

ALL EXISTING UTILITIES AND STORM

DRAINAGE SYSTEMS TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION.

APPROXIMATE LOCATION OF

EXISTING IRRIGATION METER TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

1. NO IMPROVEMENTS TO THE EXISTING SITE WATER, GAS, ELECTRIC,

TELEPHONE, SANITARY OR STORM SEWERS ARE ANTICIPATED FOR

THIS EXPANSION PROJECT. DRAINAGE INLET IMPORVEMENTS WILL

BE REQUIRED AS SHOWN.

2. EXISTING UTILITIES AND GRADES SHOWN ARE APPROXIMATE. CONTRACTOR

IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY AND STORM DRAINAGE

SYSTEM LOCATIONS AND PERTINENT FINISHED GRADE ELEVATIONS. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR OWNER’S

REPRESENTATIVE’S ATTENTION WITHIN SUFFICIENT TIME TO ALLOW FOR ANY

NECESSARY REDESIGN.

3. ALL WORK ASSOCIATED WITH THE MODIFICATIONS TO SAID UTILITIES SHALL

BE DONE IN ACCORDANCE WITH ALL LOCAL GOVERNING AUTHORITIES’ AND/OR

AGENCIES’ REQUIREMENTS AND SPECIFICATIONS. GENERAL CONTRACTOR

SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING

JURISDICTION OVER THIS SYSTEM PRIOR TO INSTALLATION.

4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING

UTILITIES DURING CONSTRUCTION. IF SAID UTILITIES BECOME DISTURBED OR

DAMAGED, IT IS THE CONTRACTOR’S RESPONSIBILITY TO REPAIR OR REPLACE

SAID UTILITIES AT THE CONTRACTOR’S EXPENSE AND PER THE LOCAL

GOVERNING AUTHORITIES’ AND/OR AGENCIES’ REQUIREMENTS AND

SPECIFICATIONS.

5. CONTRACTOR TO PROVIDE AND MAINTAIN ALL EROSION AND SILT CONTROL

DEVICES, AS NECESSARY PER THE LOCAL GOVERNING AUTHORITIES’ AND OR

AGENCIES’ REQUIREMENTS AND SPECIFICATIONS.

6. CONTRACTOR IS RESPONSIBLE TO VERIFY THE EXISTENCE OF ANY

IRRIGATION LINES AND SPRINKLER HEADS WITHIN THE LIMITS OF WORK. IF

FOUND, ANY IRRIGATION LINES OR SPRINKLER HEADS SHALL BE RELOCATED/

REPLACED TO MAINTAIN COVERAGE OF LAWN AND LANDSCAPED AREAS.

7. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE

WITH FEDERAL OSHA REGULATIONS.

8. THE LIMIT OF DISTURBANCE WILL BE LESS THAN –1.0 ACRES FOR THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORKING AND STAGING WITHIN

THE NEW CONSTRUCTION AREAS, OR ADJACENT PAVED/UNDISTURBED AREAS ONLY.

LOWER THE EX. TG TO 820.85.

CONVERT EX. INLET TO CURB

INLET.


08-0166

Store #1525

14598 Lowes Way

City of Carmel

Hamilton County, IN


Drawing No.Scale:

Project No.

Type:

Date:

Drawn By:

Date:

1

Revisions:


Drawing Name:



Seal Seal


2

3

4

5

6

7

8

9




Drawing Alteration

DO NOT SCALE PLANS




585.924.4914.fax

585.742.2222

Copyright 2008C


585.742.2222585.924.4914.faxwww.apd.com


GREYHOUND

PASSOAK RD


PROJECT

LOCATION







REFERENCES:

CCCC

CCCC

E. 146th STREET 0 30 60 9015


PROPOSED GARDEN CENTER AREA = 17,225– SF



F.F.E. = 824.50–



EXISTING COVERED

GARDEN CENTER

EXISTING OPEN

GARDEN CENTER

PLANT LIST

13 CS 3’ O.C.Red Osier Dogwood #3 cont.

10

VD

3’ O.C.

LANDSCAPING NOTES:

2.5’ Ht.CORNUS SERICEA

SOD

SOD

SOD

19

VD

7

CS

3

CS

9

VD

1. ALL EXISTING LANDSCAPING, WHICH CAN BE REMOVED AND RELOCATED, SHALL BE RELOCATED. IF

LANDSCAPING BECOMES DAMAGED DURING REMOVAL, REPLACED WITH THE SAME SPECIES PER THE

PLANT LIST.

2. CONTRACTOR SHALL PROVIDE A ONE (1) YEAR GUARANTEE ON ALL MATERIALS FROM DATE OF FINAL

ACCEPTANCE, INCLUDING ALL NEW AND RELOCATED LANDSCAPING.

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE COMMENCEMENT

OF WORK. ANY CONFLICTS SHALL BE BROUGHT TO THE OWNER OR OWNER’S REPRESENTATIVES

ATTENTION, AT THE TIME OF DISCOVERY, TO ALLOW SUFFICIENT TIME FOR ANY NECESSARY RE-DESIGN.

4. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO SURROUNDING AND UPSTREAM PROPERTIES

AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE PROPERTY

OWNER, COUNTY AND UTILITY COMPANIES.

5. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR’S EXPENSE.

6. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF

THE AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60.1.

ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE’S STANDARD SITE SPECIFICATIONS.

7. ALL PLANTED AREAS SHALL RECEIVE A 3" LAYER OF SHREDDED PINE BARK MULCH OVER A 10 MIL. WEED MAT

EQUAL TO "WEEDBLOCK" BY EASY GARDENER OR DEWITT WEED BARRIER.

PROPOSED FOOTCANDLE CONTOUR1

PROPOSED SHRUBS

3

CS

PROPOSED LIGHTPOLE WITH UPSWINGARM (REFER TO ARCH. PLANS FOR DETAILS)

10/16/08

CJK

C 3

Landscape & Site Lighting

Plan

REVISED PER CLIENT COMMENTS 12/16/08

1" = 30’

PROPOSED LIGHT POLES (REFER TO ARCH.

PLANS FOR DETAILS) (TYP. OF 4)

LIGHTING NOTES:

1. LIGHTING PHOTOMETRIC CALCULATIONS WERE PERFORMED ON 12/16/08 USING LITHONIA LIGHTING

KVF2 400M ASYFL FIXTURES WITH A 20’ MOUNTING HEIGHT.

10/16/08

CJK

Detail Sheet

C 4

1" = 30’

CL

*

PARKINGRESERVED

ACCESSIBLEVAN

1’-6"

12"

9" DIA.

6"

15

BLUE PAINT

WHITE PAINT6" TYP.

CENTERLINE

N.T.S.

HANDICAP PARKINGSTRIPING DETAIL

SEE SIDEWALK DETAIL

N.T.S.

NOTES:

1. SEE SIDEWALK JOINTS DETAIL FOR JOINT SIZE AND SPACING

PAVEMENT

SECTION

6" MIN.

CONCRETE SIDEWALK W/ INTEGRAL CURB DETAIL

1"

ARCHITECTURAL JOINT

SEE CURB DETAIL

5"


08-0166

Store #1525

14598 Lowes Way

City of Carmel

Hamilton County, IN


Drawing No.Scale:

Project No.

Type:

Date:

Drawn By:

Date:

1

Revisions:


Drawing Name:



Seal Seal


2

3

4

5

6

7

8

9




Drawing Alteration

DO NOT SCALE PLANS




585.924.4914.fax

585.742.2222

Copyright 2008C


585.742.2222585.924.4914.faxwww.apd.com








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EN

TER

ELE

CTR

ICAL

PLA

NS

EV

BK

GAR

DE

N C

EN

TER

EXP

ANSI

ON

CA

RM

EL, I

ND

IAN

A


PR

OJE

CT

No:

DR

AW

N B

Y:

CH

ECK

ED

BY

:

R


REVISIONS

R

DATE DESCRIPTION

0812

21

01/09/09

-

-

P1

GA

RD

EN C

EN

TER

PLU

MBI

NG

PLAN

Lowe's Carmel, IN

Design

Transcript of Lowe's Carmel, IN