rent one facility - loopnetimages4.loopnet.com/d2/_qpd0j-zcbfj04dl05qey_dp3nhck45fw...rent one...

PROJECT LOCATION

OWNER

Rent One

Contact: Steven Carrico

10932 Page Avenue

St. Louis, MO 63132

Office: 314-535-1011

[email protected]

CIVIL ENGINEER

Neikirk Engineering, LLC

Contact: Steve Sherwood

2414 Kotter Avenue

Evansville, IN 47715

Ph: 866-512-5150 Fx: 618-263-4302

[email protected]

RENT ONE FACILITY

DRAWING SHEET INDEX

C1 EXISTING CONDITIONS

C2 SITE PLAN

C3 GRADING AND DRAINAGE PLAN

C4 UTILITY PLAN

C5 EROSION CONTROL PLAN

C6 LANDSCAPING PLAN

C7 DETAILS

C8 SPECIFICATIONS & DETAILS

Professional Engineering Land Surveying

Community Development Services

STEVEN A. SHERWOOD, PE 12/3/13

VICINITY MAP

Not to Scale

ARCHITECT

Donovan & Donovan

Contact: Larry Donovan, AIA

427 Main Street

Vincennes, IN 47591

Ph: 812-882-0415

[email protected]

2909 Covert AvenueEvansville, Indiana

N 00°50'48" E - 580.24'

N 00°50'48" E - 82.50' (M/R)

N 88°50'43" W - 81.14' (M)

81.00' (R)

S 88°50'43" E - 37.06' (M)

37.00' (R)

Fence Encroaching

by 1.26'

Fence Encroaching

by 1.56'

2813

2915

2913

2909

2915

BM #1

BM #2

FINISH FLOOR

= 380.89'

BUS STOP

SIGN

FINISH FLOOR

= 379.83'

FINISH FLOOR

= 380.29'

Covert Avenue

ROW (Asphalt)

McC

onnell A

venue

50' R

OW

(A

sphalt)

Str. #1

Str. #2

Str. #4

Str. #5

Str. #6

Str. #7

Str. #8

Str. #3

FINISH FLOOR

= 378.56'

BASEMENT FLOOR

= 370.77'

EXISTING GRAVEL DRIVE (TBR)

EXISTING BUILDING (TBR)




EXISTING CONCRETE (TBR)

EXISTING GAS METER (TBR)

EXISTING WATER METER (TBR)


EXISTING POWER POLE (TBR)

EXISTING POWER POLE (TBR)

EXISTING GAS METER (TBR)

EXISTING GRAVEL DRIVE (TBR)

S 88°50'00" E - 283.48' (M)

283.00' (R)


EXISTING SIDEWALK (TBR)

S 00°50'48" W - 127.31' (M)

S 00°50'48" W - 82.50' (M/R)

239.00' (R)

N 88°50'43" W - 239.40' (M)

EXISTING HYDRANT (TO REMAIN)

EXISTING CURB (TBR)

EXISTING CURB (TBR)

EXISTING CURB (TBR)

46.00

14.45 15.12

EXISTING CURB (TBR)

16.05

ISSUANCE

NO. DATEDESCRIPTION

2414 Kotter Avenue, Evansville, Indiana 47715

Phone: (618) 263-4100 Fax: (618) 263-4302

www.neikirkengineering.com

Professional Engineering ● Land Surveying


DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE

THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF NEIKIRK

ENGINEERING, LLC AND THEREBY PROTECTED UNDER COPYRIGHT

LAWS. ALL ORIGINAL DESIGNS, SPECIFICATIONS AND IDEAS

REPRESENTED HERE ARE FOR THE SOLE USE OF THIS PROJECT

AND SHALL NOT BE REPRODUCED OR ALTERED IN ANY MANNER

WITHOUT THE WRITTEN CONSENT OF NEIKIRK ENGINEERING, LLC.

Copyright 2013 Neikirk Engineering, LLC. All rights reserved.

ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:

Honesty, Quality, Respect...

the foundation of our design.

1

C1

AND DEMOLITION PLAN

EXISTING CONDITIONS

1" = 20'

JMK

JMK, SAS

SAS

Steven A. Sherwood, P.E.

Donovan & Donovan

Rent One

TELEPHONE ACCESS PEDESTAL

IRON PIN FOUND

UTILITY POLE

WATER VALVE

WATER METER

SIGN

SANITARY SEWER MANHOLE

LIGHT POLE OR TRAFFIC LIGHT

STORM SEWER CURB INLET

GAS METER

SANITARY SEWER CLEANOUT

SOIL BORING LOCATION

PROJECT BENCHMARK

FENCE

SANITARY SEWER MAIN

WATER LINE

THESE STANDARD SYMBOLS MAY BE FOUND IN THE DRAWING

STORM SEWER MH/OPEN LID

IRON PIN SET

1" DIA. PIPE FOUND

CONCRETE

EXISTING CONTOURS

STORM SEWER

CABLE UTILITY

GAS LINES

LEGEND

TO BE REMOVED

TBR

TREE

OVERHEAD UTILITY LINES

TREE LINE

8

PARKING COUNT

INDIANA 811 IS OPEN 7 DAYS A WEEK, 24 HOURS A DAY TO PROCESS

LOCATE REQUESTS OR ADDRESS QUESTIONS REGARDING A LOCATE

REQUEST. THE TOLL FREE NUMBER IS 800-382-5544 OR 811 (THE

NATIONAL THREE DIGIT CALL BEFORE YOU DIG PHONE NUMBER).

DEMOLITION NOTES:

UTILITY LOCATIONS ARE APPROXIMATE AS SHOWN ON DRAWING. CONTRACTOR

SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING STORM SEWERS AND

UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY

DISCREPANCIES.

ALL EXISTING ITEMS TO BE DEMOLISHED SHALL BE COORDINATED WITH OWNER.

CONTRACTOR SHALL HAUL DEMO ITEMS, INCLUDING FOUNDATION MATERIALS,

OFF-SITE.

CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH UTILITY COMPANIES

PRIOR TO ANY CONSTRUCTION.

NOTE:

IT IS THE INTENT THAT ALL EXISTING IMPROVEMENTS WITHIN THE CONSTRUCTION

LIMITS TO BE REMOVED AND PROPERLY DISPOSED OF UNLESS OTHERWISE

SPECIFIED TO REMAIN OR TO BE SALVAGED. CONTRACTOR SHALL BE RESPONSIBLE

FOR MAKING A THOROUGH SITE INSPECTION TO EVALUATE ALL EXISTING

IMPROVEMENTS ON THE SITE.

PAVEMENT REMOVAL

378.07'Full of Debris

Sanitary SewerSTR. #8

12" Metal (IN S)

367.96'378.28'12" Metal (Out N)

STR. #7Sanitary Sewer

12" Metal (IN W)

12" Metal (OUT N)

12" Metal (IN S)

12" Metal (IN W)

12" Metal (IN SE)

12" RCP (IN SW)

12" RCP (IN N)

8" RCP (Out E)

376.93'

12" RCP (Out NE)

12" RCP (OUT E)

Sanitary Sewer

Manhole

Inlet

STR. #5

366.99'377.19'

375.31'377.11'

STR. #3

Inlet 374.83'376.53'

STR. #2

12" RCP (IN W)

Pipe

Information

373.89'

Invert Elev.

377.34'

Rim Elev.

STR. #1

DescriptionStructure I.D.

STR. #4

Catch Basin

8" RCP (Out E) 374.83'

Structure Table

STR. #6Catch Basin 8" RCP (Out E)

377.20'375.35'

CONSTRUCTION DOCUMENTS1 12/3/13

91.00

9.00

18.00

24.00

24.00

24.00

24.00

95.00

169.00

Covert Avenue

ROW (Asphalt)

McC

onnell A

venue

50' R

OW

(A

sphalt)

17

1

1

1

1

1

1

1

1

1

10

10

20

2

2

2

2

5

38.00

Rent One Complex

14,421 Sq, Ft.

FF= 379.54'

Building Height 26' from FF to Roof

6

6

18.00

R8.00

R45.00

8

8

8

8

8

8

8

8

8

8

8

8

8

9

95.50

5.50

5.50

4

10' Side Yard Setback

10' Front Yard Setback

10' F

ront Y

ard S

etback

10' Front Yard Setback

10' S

ide Y

ard S

etback

10' S

ide Y

ard S

etback

10' Side Yard Setback

28.00

R5.00

30.00

10.36

60.71

59.92

10

10

7

6

6

6

6

R5.50

R18.00

R5.00

R4.00

12

11

2.54

R12.00

1

R15.50

4

4

4

4

6

6

6

6

6

6

6

6

6

6

6

6

16.09

0.29

1.00

R20.50

R45.00

6

6

6

8.00

126.00

54.00

6

R4.50

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C2

SITE PLAN

1" = 20'

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One


IRON PIN FOUND

UTILITY POLE

WATER VALVE

WATER METER

SIGN




GAS METER



PROJECT BENCHMARK

FENCE

SANITARY SEWER MAIN

WATER LINE



IRON PIN SET

1" DIA. PIPE FOUND

EXISTING CONTOURS

STORM SEWER

CABLE UTILITY

GAS LINES

LEGEND

TO BE REMOVEDTBR

TREE


TREE LINE

8

PARKING COUNT

NOTES:

1. DRAINAGE CONDITIONS WILL BE ALTERED AS A RESULT OF THIS IMPROVEMENT.

DRAINAGE DESIGN FOLLOWS THE VANDERBURGH COUNTY DRAINAGE ORDINANCE.

2. BUILDING LAYOUT:

RENT ONE: 8,004 SQ FT

RENT ROLL: 3,966 SQ FT

LEASE SPACE: 2,451 SQ FT

3. PARKING CONDITIONS ARE AS FOLLOWS:

53 REGULAR SPACES

4 HANDICAP SPACES

57 TOTAL SPACES (57 REQUIRED SPACES: 1 PER EVERY 253 SQ FT)

4. AREAS:

TOTAL BUILDING AREA (FOOTPRINT): 14,421 SF

TOTAL CONCRETE (SW & PAVEMENT): 29,621 SF

TOTAL PROPERTY: 55,757 SF

1.28 ACRES

TOTAL DISTURBED AREA: 55,757 SF

1.28 ACRES

5. ZONING: C-4

6. FLOOD ZONE: X

KEYNOTES

CONCRETE


Covert Avenue

ROW (Asphalt)

McC

onnell A

venue

50' R

OW

(A

sphalt)

Rent One Complex

14,421 Sq, Ft.

FF= 379.54'


M

E

3

7

7

.

9

8

P

V

3

7

8

.

4

8

T

C

M

E

3

7

7

.

5

4

P

V

3

7

8

.

0

4

T

C

M

E

3

7

7

.

1

3

P

V

M

E

3

7

7

.

6

3

T

C

M

E

3

7

7

.

2

4

P

V

M

E

3

7

7

.

7

4

T

C

3

7

8

.

6

2

T

C

3

7

8

.

1

2

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

8

.

2

9

T

C

3

7

7

.

7

9

P

V

378.97 T

C

378.47 P

V

3

7

7

.

9

7

P

V

3

7

8

.

7

0

T

C

3

7

8

.

2

0

P

V

3

7

8

.

9

9

T

C

3

7

8

.

4

9

P

V

3

7

9

.

5

4

T

C

3

7

9

.

0

4

P

V

3

7

9

.

2

1

T

C

3

7

8

.

7

1

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

5

4

T

C

3

7

9

.

0

4

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

8

.

9

6

T

C

3

7

8

.

9

6

P

V

3

7

8

.

9

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

4

6

T

C

3

7

8

.

9

6

P

V

3

7

9

.

2

9

T

C

3

7

8

.

7

9

P

V

3

7

8

.

7

9

T

C

3

7

8

.

2

9

P

V

3

7

8

.

7

9

T

C

3

7

8

.

2

9

P

V

3

7

9

.

2

4

T

C

3

7

8

.

7

4

P

V

3

7

9

.

1

4

T

C

3

7

8

.

6

4

P

V

3

7

8

.

5

9

T

C

3

7

8

.

0

9

P

V

3

7

8

.

4

7

T

C

3

7

7

.

9

7

P

V

3

7

8

.

2

9

T

C

3

7

7

.

7

9

P

V

3

7

9

.

3

4

T

C

3

7

8

.

8

4

P

V

1

3

3

1

1

1

1

1

1

1

1

2

2

2

PROPOSED INLET'

I.E. (8" HDPE)= 376.10'

82 LFT OF 8" HDPE @ 0.90% SLOPE

EXISTING DITCH

3

7

8

.

9

5

T

C

3

7

8

.

4

5

P

V

3

7

8

.

5

9

T

C

3

7

8

.

0

9

P

V

3

7

8

.

2

6

P

V

3

7

8

.

7

6

T

C

3

7

9

.

0

4

P

V

3

7

9

.

5

4

T

C

3

7

8

.

6

9

P

V

3

7

9

.

1

9

T

C

3

7

9

.

1

6

T

C

3

7

8

.

6

6

P

V

3

7

9

.

4

3

T

C

3

7

8

.

9

3

P

V

3

7

8

.

7

4

P

V

3

7

9

.

2

4

T

C

3

7

8

.

4

8

P

V

3

7

8

.

9

8

T

C

3

7

9

.

2

0

T

C

3

7

8

.

7

0

P

V

379

379

378

379

379

379

379

379

379

379

378

378

379

378

378

378

378

378

378

EXISTING CATCH BASIN

RIM ELEV.= 377.20'

I.E.= 375.35'

3

7

8

.

4

7

T

C

3

7

7

.

7

9

P

V

3

7

8

.

2

9

T

C

3

7

8

.

6

2

T

C

3

7

8

.

1

2

P

V

3

7

8

.

6

2

T

C

3

7

8

.

1

2

P

V

3

7

8

.

6

2

T

C

3

7

8

.

1

2

P

V

3

7

8

.

6

2

T

C

3

7

8

.

1

2

P

V

3

7

8

.

9

9

T

C

3

7

8

.

4

9

P

V

C3

Not To Scale

1

6"

1-13/16"

6"

Pavement

Concrete Curb

Drainage Notch

Concrete Curb

Notch shall be

flush with Pavement

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C3

DRAINGE PLAN

GRADING AND

1" = 20'

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One


IRON PIN FOUND

UTILITY POLE

WATER VALVE

WATER METER

SIGN




GAS METER



PROJECT BENCHMARK

FENCE

SANITARY SEWER MAIN

WATER LINE



IRON PIN SET

1" DIA. PIPE FOUND

EXISTING CONTOURS

STORM SEWER

CABLE UTILITY

GAS LINES

LEGEND

TO BE REMOVEDTBR

TREE


TREE LINE

8

PARKING COUNT

CONCRETE

KEYNOTES

Pipe No. US Str. Size Type

Storm Drainage Pipe Table

DS Str. Approx. Length

1 Inlet 8" HDPEStr #6 82 FT

Slope

0.09%


Covert Avenue

ROW (Asphalt)

McC

onnell A

venue

50' R

OW

(A

sphalt)

Rent One Complex

14,421 Sq, Ft.

FF= 379.54'


SANITARY CLEANOUT

SEE DETAIL 2, SHEET C4

I.E.= 375.54'

CONTRACTOR SHALL PROVIDE GREATER THAN 18"

VERTICAL SEPERATION BETWEEN WATER AND SEWER

WHEN 10' HORIZONTAL SEPARATION CANNOT BE

OBTAINED.

WATER METER


4" SEWER LATERAL

121' @ 1.50% SLOPE

SANITARY CLEANOUT (CITY MAINTAINED)


I.E.= 374.22'

SANITARY CONNECTION

I.E.~ 367.52'

EXISTING 12" SANITARY

SEWER MAIN

WATER SUPPLY CONNECTION

EXISTING HYDRANT (TO REMAIN)

1" WATER SERVICE LINE

UNDERGROUND ELECTRIC

SERVICE

ELECTRIC METER SHALL BE

MOUNTED ON BUILDING WALL.

COORDINATE LOCATION WITH UTILITY

COMPANY PRIOR TO CONSTRUCTION

3' MIN.

Not To Scale

2

C4

4" SDR 26 PVC Pipe

4" PVC Pipe

4"x4"x4" WYE

East Jordan Iron Works

Cast Iron Cleanout Cover

Model No. 1570

(Slip Joint Type)

C4

1

Not To Scale

3' min. Cover

45° Bend

C4

4

Not To Scale

8"x4" WYE

Sanitary

Sewer Main

6' +

4" Lateral as 1.5%

minimum grade

45° or less

Finished Grade

3' MIN.

Concrete Collar

6"

Not To Scale

3

C4

4" SDR 26 PVC Pipe

4" PVC Pipe

4"x4"x4" WYE

East Jordan Iron Works

Cast Iron Cleanout Cover

Model No. 1570

(Slip Joint Type)

Concrete Sidewalk

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C4

UTILITY PLAN

1" = 20'

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One


IRON PIN FOUND

UTILITY POLE

WATER VALVE

WATER METER

SIGN




GAS METER



PROJECT BENCHMARK

FENCE

SANITARY SEWER MAIN

WATER LINE



IRON PIN SET

1" DIA. PIPE FOUND

EXISTING CONTOURS

STORM SEWER

CABLE UTILITY

GAS LINES

LEGEND

TO BE REMOVEDTBR

TREE


TREE LINE

8

PARKING COUNT

CONCRETE

Utility: Phone #:

Water & Sewer:

Evansville W&S Dept. (812) 421-2126

Gas:

Vectren (812) 464-4760

Electric:

Vectren (812) 464-4750

Telephone:

Sigecom (812) 437-0345

AT&T (812) 424-4325

Cable:

Sigecom (812) 437-0345

AT&T (812) 424-4325

Utility Information

Contractor shall coordinate connection point, service size and transformer

location with electrical service company prior to construction.

Contractor shall verify location, size, and elevation of existing water main

prior to construction. Notify engineer of any discrepancies. All water

connections shall be coordinated with proper utility company prior to

construction. Construction shall conform to local plumbing code.

Contractor shall coordinate with gas service provider prior to construction.

Exposures are to be made on gas main to verify location and depth prior to

construction. Construction shall conform to local gas and plumbing code.

Contractor shall coordinate connection point and service size with

appropriate service provider prior to construction for both telephone and

cable tv service.

Contractor Notes

All existing utilities shown are approximate locations and shall be field

verified before construction.


Covert Avenue

ROW (Asphalt)

McC

onnell A

venue

50' R

OW

(A

sphalt)

Rent One Complex

14,421 Sq, Ft.

FF= 379.54'


CMCA

24.00

100.00

Temporary

Soil Stockpile

Area

379

379

378

379

379

379

379

379

379

379

378

378

379

378

378

378

378

378

378

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C5

CONTROL PLAN

EROSION

1" = 20'

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One

CMCA

489

490


Covert Avenue

ROW (Asphalt)

McC

onnell A

venue

50' R

OW

(A

sphalt)

Rent One Complex

14,421 Sq, Ft.

FF= 379.54'


137 Sq. Ft. Island

250 Sq. Ft. Island

167 Sq. Ft. Island

152 Sq. Ft. Island

8.00

18.00

18.00

14.00

13.50

9.00

10.00

13.00

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C6

LANDSCAPING PLAN

1" = 20'

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One


IRON PIN FOUND

UTILITY POLE

WATER VALVE

WATER METER

SIGN




GAS METER



PROJECT BENCHMARK

FENCE

SANITARY SEWER MAIN

WATER LINE



IRON PIN SET

1" DIA. PIPE FOUND

EXISTING CONTOURS

STORM SEWER

CABLE UTILITY

GAS LINES

LEGEND

TO BE REMOVEDTBR

TREE


TREE LINE

8

PARKING COUNT

CONCRETE

Notes

All Landscaping shall be in accordiance with the City of

Evansville Arboricultural Specifications Manual.

1. 1 landscape island required with a minimum of 136 square

feet per 15 parking spaces

2. Small trees shall be planted no less than 3 feet, medium

trees shall be planted no less than 4 feet, and large trees shall

be planted no less than 5 feet from curbs, curb lines, and

sidewalks.

3. No trees, other than those listed as small trees shall be

planted within 25 feet of any overhead utility wire. Trees that

have canopy heights exceeding the height of transmission wire

shall be spaced from utility poles at least a minimum of 1/2 of

their total mature canply spread plus 10 feet. Shade trees shall

not be planted closer than 15 feet from all lampposts.

4. Trees shall be spaced so that they are separated by a

minimum of 1/3 of their mature canopy spread.

5. Medium and large trees shall be 2 1/2" caliper and small

trees shall be 1 1/2" in caliper when planting.

6. Trees shall be centered in each island.


Accessible Signage

Finished grade

NOTE:

Accessible Parking

Signage

to be approximately

centered in front of

parking stalls (typical).

12"

18

"4

'-0

"

C7

1

Not To Scale

Not To Scale

C7

2

1 1/2" HMA Binder

8" Compacted Aggregate

C7

6

Not To Scale

Compacted Subgrade

C7

8

Not To Scale

C7

4

Not To Scale

Transverse contraction joints shall be sawed to

1

3

the concrete

thickness at maximum 8' intervals.

Match location of pavement joints.

All sawed joints shall be filled with self leveling joint sealant.

1

2" R.

Match

Pavement Slope

Pavement thickness

as specified

6"

24" #4 Tie Bar

24" On-Center (Adjacent to Concrete Pavement Only)

1" R.

1

1

2

"

Entrance

Curb

6"

1"

18"

Longitudinal Sawed or Grooved

Construction Joint w/Self Leveling Sealant

9"

Not To Scale

7

C7

Not To Scale

C7

3

C7

Not To Scale

5

Curb

Yellow

of Accessibility;

International Symbol

5'-9"

6"

Sign

Handicap Parking

4" Wide Paint

Stripe; Yellow

Stripe; Yellow

4" Wide Paint

2'

2' 5'-0"

Varies 9'-0"

45°

T

y

p

.

2

'

-

0

"

18

'

C7

9

Not To Scale

3" HMA Base

Wheel Stop


1

3

the concrete

thickness at maximum 8' intervals.

Match location of pavement joints.

All sawed joints shall be filled with self leveling joint sealant.

Match

Pavement Slope

Pavement thickness

as specified

24" #4 Tie Bar

24" On-Center (Adjacent to Concrete Pavement Only)

1

1

2

"

7"18"

Longitudinal Sawed or Grooved

Construction Joint w/Self Leveling Sealant

9"

Pavement as

Specified

1" R

Sawed bevel Joint seal with

self leveling joint sealant

1

2" R

Light Broomed Finish

Perpendicular to

direction of travel

Provide

1

2" preformed expansion joint

material and self leveling joint sealant

when constructed adjacent to building.

6"

As Shown on Drawings


1

3

the concrete thickness at intervals not to

exceed 5'. 24" No. 4 dowels shall be used at all construction joints at 24" OC. Where

dowels are used, concrete thickness shall be increased to 6" for a longitudinal distance of 6"

beyond the ends of the dowel. All joints shall be sealed with self leveling joint sealant.

4"

6"

Center Rebar

#4 Rebar

24" OC

Space rebar

1' either

side of

contraction

joint

3"

Integral Curb

ends at bottom

of Subgrade

(Slope walk 1:20 max. longitudinal slope

w/ 1:50 max. cross slope)

Fiber Reinforced Concrete

1/2" expansion joint

where concrete

pavement abuts

concrete curb

and sidewalk.

Compacted Subgrade

2.5"

2.5" No. 53 crushed stone

Fiber Reinforced

Concrete

Backfill to top of walk, Typical

(Slope walk 1:20 max. longitudinal slope

4" Fiber Reinforced Concrete Walk

2.5" No. 53 Crushed Stone


1

3

the concrete thickness at intervals not

to exceed 5'.

24" No. 4 dowels shall be used at all construction joints at 24" OC. Where dowels are

used, concrete thickness shall be increased to 6" for a longitudinal distance of 6" beyond

the ends of the dowel. All joints shall be filled with self leveling joint sealant.

w/ 1:50 max. cross slope)

Light broomed finish

perpendicular to

direction of travel.

Compacted Subgrade

Fiber Reinforced

Concrete

Not To Scale

10

C7

Brick Wall

Footing

All hardware shall be G-60 galvanized

PLAN VIEW

All finished surfaces shall be brick except for vinyl gate.

or solid brass.

NOTE:

21'-6"

2'-6

"8

'-0

"

12

'-0

"

Brick Wall

Concrete slab edge

Gate

Subgrade

8" Concrete

slab w/ #5 bars

@ 1'-0"o.c. ea. way

0.5% slope min.

ELEVATION A8

"4

"

Lock

7'-6

"

Hasp

Grade

Finish

Strap Hinge

Vinyl gates and fencing

1" Chamfer

10'-0"

21'-6"

C7

11

Not To Scale

7" Fiber Reinforced Concrete Pavement

6" Stone

Sawed or Grooved Joint

1

3

the concrete thickness.

Required for all construction joints.

Transverse contraction joint spacing shall not exceed 15'.

Self Leveling Joint Sealant required for all sawed joints.

24" #4 Tie Bar

24" On-Center

Required for construction

joints only.

Compacted Subgrade

1 1/2" HMA Surface

Footing

2'

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C7

DETAILS

Not to Scale

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One


C8

Not To Scale

1

ISSUANCE

NO. DATEDESCRIPTION


Phone: (618) 263-4100 Fax: (618) 263-4302




DRAWING NUMBER

FILE

LOCATION

DRAWING TITLE

JOB TITLE








ISS. #

DRAWN BY:

DESIGNER:

CHECKED BY:

ENGINEER:

ARCHITECT:

SCALE:

OWNER:



1

C8

DETAILS

SPECIFICATIONS &

Not to Scale

JMK

JMK, SAS

SAS


Donovan & Donovan

Rent One

GENERAL:

Referenced Standards.

All work shall be in accordance with the following standards unless otherwise stated:

* Standard Specifications for Road & Bridge Construction, Indiana Department of Transportation

* Materials Field Sampling and Testing Manual

* Recommended Standards for Waterworks (Ten States Standards): 2007

* Recommended Standards for Wastewater Facilities (Ten States Standards): 2007

* Geotechnical Engineering Report

* Indiana Handbook for Erosion Control in Developing Areas

* Erosion and Sediment Control Plan prepared in accordance with 327 IAC 15-5.

* General Permit Related to Storm Water Runoff Associated with Construction Activity

The Erosion and Sediment Control Plan, shall be a part of the contract documents. All work shall be performed in accordance

with the Erosion and Sediment Control Plan. The contractor must sign the Contractor Certification Statement included on page (1)

one of the Erosion and Sediment Control Plan.

Contractor shall obtain necessary permits for roadwork and curb cuts in the road right-of-way.

EXISTING UTILITIES

Special precaution shall be taken by the Contractor to avoid damage to existing overhead and underground utilities. The utilities

shown on the plans are located as accurately as possible from the information available. However, their accuracy in respect to

the exact locations and depths cannot be guaranteed, neither by the engineer nor the owner.

Prior to proceeding with the construction, the Contractor shall notify all public or private companies who operate utilities in the

vicinity of the construction work of the proposed construction schedule. Conferences shall be held with representatives of the

utility companies to verify the location of existing lines, arrange for necessary suspension of service, and relocation of existing

facilities as may be required. It shall be the Contractor's responsibility for locating and avoiding or repairing damages to existing

utilities.

EARTHWORK:

CLEARING & GRUBBING

Clear, grub, remove, and dispose of all vegetation, buildings and foundations and debris within the construction limits. Do not

remove objects designated to remain or to be removed according to other provisions of the Contract. Also, protect from injury or

defacement all vegetation and objects designated to remain.

Clearing and grubbing shall be performed in accordance with Section 201 of the Standard Specifications except that materials

resulting from clearing and grubbing operations shall be disposed of at the contractor's off-site location.

EXCAVATION

Excavate for parking lots, lawn areas, etc. as shown on the plans to within ±½" of the plan grade. Use excavated material, with

the exception of topsoil, rock and other debris, in the construction of embankments. Excess excavation shall be disposed of at the

contractor's off-site location.

Remove and dispose of miscellaneous structures from within the construction limits, including rock "floaters", according to Section

203 of the Standard Specifications.

Protect and preserve all existing culverts, pipelines, conduits, subdrains, or parts there of that may continue to be used without

any change. Repair or replace any culvert, pipeline, conduit, or subdrain damaged from operations or negligence during the life of

the Contract.

During construction, ensure that the site is well drained at all times.

Without regard to the materials encountered, all excavation shall be considered unclassified. Any reference to rock, earth, or any

other material on the plans, whether in numbers, words, letters, or lines, is solely for information and is not an indication of

classified excavation or the quantity of rock, earth, or any other material involved. The contractor must draw his own conclusions

as to the conditions to be encountered.

EMBANKMENT

This work shall be in accordance with Section 203 of the Standard Specifications. Prior to embankment construction, proof-roll the

existing soils in accordance with Section 203.26 of the Standard Specifications.

Construct all embankment as shown on the plans to within ±½" of the plan grade. Do not place frozen material, stumps, logs,

roots, sod or other perishable materials in any embankment. Do not place any stone or masonry fragment greater than 4 inches in

any dimension within the embankment.

Compact the embankment to a density of at least 95 percent of maximum density as determined according to ASTM D 1557. The

contractor shall employ a qualified independent testing agency to check density according to ASTM D 2922 or ASTM D 1556.

During compaction, maintain the moisture content of embankment or subgrade material within ±2 percent of the optimum moisture

content as determined according to ASTM D 2216. Compact each lift as required before depositing material for the next lift.

Place fill in maximum 8" lifts. Provide compaction equipment that will satisfy the density requirements at all times.

TRENCH BACKFILL

All trenches under sidewalks, pavement, buildings and other structural improvements shall be filled to the grade shown on the

plans using granular backfill (B Borrow) conforming to the requirements of Section 211 of the Standard Specifications. Place the

backfill material in 6-inch lifts and ensure the backfill is compacted to not less than 95 percent of the maximum density as

determined according to ASTM D 1557. Contractor shall employ a qualified independent testing agency to check density

according to ASTM D 2922 or ASTM D 1556.

Trenches located in lawn or landscaped areas may be backfilled using excavated materials. The excavated soil shall be placed in

6" lifts and compacted to prevent settlement.

TOPSOIL

The contractor shall place stripped topsoil approximately 4" deep over lawn and landscaped areas as shown on the plan sheets.

This material shall be topsoil that is free of stones 1 inch or greater in overall dimensions, refuse, stumps, roots, brush, weeds,

and other material that prevent the formation of a suitable seed bed.

SEEDING

This work shall consist of furnishing and placing seed, fertilizer, lime and mulch in all disturbed areas in accordance with Section

621 of the Standard Specifications except as follows:

Kentucky 31 Fescue 9 lb/1000 SF

Perennial Rye Grass 1.5lb/1000 SF

Fertilizer shall be standard commercial fertilizer with a 14-24-9 analysis.

40% of the area shall be sulfur coated for slow release.

Fertilizer shall be applied at a rate of 8 lb/1000 SF.

Lime shall be applied at the rate of 2 ton/acre.

CONCRETE:

PAVEMENT

Construct pavement in accordance with the plans and Section 501 of the Standard Specifications. All pavements shall be broom

finished.

SIDEWALKS

Construct sidewalks in accordance with the plans and Section 604 of the Standard Specifications. All sidewalks shall be broom

finished.

CURBS AND GUTTERS

Construct curbs and gutters in accordance with the plans and Section 605 of the Standard Specifications. All curbs and gutters

shall be broom finished.

JOINT SEALANT

Seal all sawed joints and expansion joints in all site concrete (pavement, curbs and gutters, sidewalks, etc) using Self-Leveling

Silicone Sealant in accordance with Section 906.02 of the Standard Specifications and ASTM D 5893.

QUALITY CONTROL

Contractor shall employ a qualified independent testing agency to test the slump, air, temperature and cast cylinders for

compressive strength tests in accordance with the frequencies outlined in the Materials Field Sampling and Testing Manual and

according to procedures outlined by the applicable method.

PERMANENT PAVEMENT MARKINGS:

Furnish and apply marking paint for parking stalls and other markings as shown on the plans. All pavement markings shall be

yellow and comply with the requirements of Section 909.05 of the Standard Specifications.

Apply pavement marking paint in accordance with Section 808 of the Standard Specifications except that Drop On Glass Beads

shall not be required.

ON-SITE WATER LINE NOTES:

1. Install water lines of the required size and at the locations shown on the plans in accordance with the Recommended Standards

for Water Works and the Evansville Water & Sewer Utility Policies.

2. Water lines shall be constructed of PVC SDR 21 Pipe in accordance with ASTM D 2241 or HDPE DR 9 Pipe in accordance with

ASTM D 2837. 12 gauge tracer wire shall be installed with and fastened to all on-site water lines.

3. Fittings 3" and smaller may be either PVC or brass. Brass fittings shall be Mueller with compression connections.

4. Valves shall be brass Mueller 300 ball valves with compression connections.

5. The contractor shall supply and install all necessary fittings to accomplish the intent of the drawings where such fittings are not

directly specified.

6. All water line trenches beneath paved surfaces and within five (5) feet of pavement shall be backfilled with B-Borrow and

properly compacted.

7. The owner shall pay all tap fees.

8. The contractor shall verify the exact location and elevation of all existing utilities prior to construction.

9. The contractor shall make application for water taps prior to construction.

10. Materials shall be purchased in accordance with the Evansville Water & Sewer Utility inventory standards. Water meters shall

be purchased directly from the Evansville Water & Sewer Utility.

11. All on-site water lines shall be installed with a minimum cover of 48" from final grade to the crown of the pipe.

SANITARY SEWER NOTES:

1. Install sewer mains of the required size and at the locations shown on the plans in accordance with the Recommended

Standards for Wastewater Facilities and the Evansville Water & Sewer Utility Policies--Sewer Rules and Regulations. Sewer

mains shall be constructed of C900 DR-25 pipe. Sanitary sewer service lines (building laterals) shall be constructed of C900

DR-25 pipe.

2(A). All sewer mains shall be bedded using granular backfill (B Borrow) conforming to the requirements of Section 211 of the Indiana

Department of Transportation Standard Specifications. Shape the bedding to conform to the invert shape throughout the entire

width and length of the proposed structure. The bedding shall extend to six (6) inches above the crown of the pipe.

2(B). Sewer mains shall be deflection and air tested in accordance with the Technical Standards for Sanitary Sewers section of

Recommended Standards for Wastewater Facilities and the Evansville Water & Sewer Utility Policies--Sewer Rules and

Regulations. Air Tests shall conform to ASTM F1417. Two air tests shall be performed: the constant-pressure method and the

time-pressure drop method. Deflection Tests shall conform to and be performed after final backfill has been in place at least 30

days. No pipe shall exceed deflection of 5 percent.

3. The contractor shall perform all sanitary sewer taps.

4. The owner shall pay all tap fees.

5. All laterals and cleanouts shall be installed by the contractor.

6. The contractor shall verify the exact location and elevation of all existing utilities prior to construction.

7. The contractor shall make application for sewer taps prior to construction.

8. The contractor shall notify the Evansville Sewer Department of the sewer construction schedule. A representative of the

Evansville Sewer Department shall be present to witness deflection and air testing of the sanitary sewer mains.

9. Sewer manholes, sewer mains, wyes for laterals and lateral stubs shall be installed and capped. Sewer main air tests shall be

performed prior to connection of the building laterals. Sewer manholes shall be air tested in accordance with ASTM C 1244-93,

Standard Test Method for Concrete Manholes by Negative Air Pressure (Vacuum) Test. After acceptance of the air test results

by the Evansville Sewer Department, lateral caps shall be removed and building laterals constructed.


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