detailed development plan kentucky transpark lot 9 … · kelly gotts road loving road...

DETAILED DEVELOPMENT PLAN

TECHNOLOGY WAYBOWLING GREEN, KY 42101

SPECULATIVE BUILDING

KENTUCKY TRANSPARKLOT 9-3, 208 TECHNOLOGY WAY

UTILITY COMPANIES/ GOVERNMENT OFFICIALS

PLANNING COMMISSION:

CITY-COUNTY PLANNING COMMISSION

1141 STATE STREET

BOWLING GREEN, KY 42101

CONTACT: MR. STEVE MCWHORTER

TELEPHONE: (270)842-1953

TELEPHONE:

AT&T

1061 LOVERS LANE


CONTACT: BUZZ COLBURN

TELEPHONE: (270)782-4811

CABLE:

TIME WARNER CABLE

515 DOUBLE SPRINGS RD.


CONTACT:TOSH MRACEK

TELEPHONE: (270)780-2186

GAS:

ATMOS ENERGY

2850 RUSSELLVILLE ROAD


CONTACT: BYRON OOST

TELEPHONE: (270)901-1710

CITY ENGINEER:

BOWLING GREEN CITY PUBLIC WORKS

1011 COLLEGE STREET


CONTACT: MELISSA CANSLER, P.E.

TELEPHONE: (270)393-3657

BUILDING INSPECTOR:

CITY OF BOWLING GREEN

BUILDING INSPECTOR

1021 COLLEGE STREET


CONTACT: GLEN BURNS

TELEPHONE: (270)393-3000

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CIVIL ENGINEER: ARCHITECT:

KENNETH M. LASLEY,

ARCHITECT, LLC.

4840 OLD SCOTTSVILLE ROAD

ALVATON, KY 42122

270-791-2456

ARNOLD CONSULTING

ENGINEERING SERVICES, INC.

PO BOX 1338


270-780-9445

DRAWING INDEX

C0 COVER SHEET

CIVIL

C1 EXISTING TOPOGRAPHY

C2 SITE LAYOUT

C3 SITE GRADING AND DRAINAGE

C4.0 EROSION & SEDIMENT CONTROL

C5 UTILITIES

C6 SITE DETAILS

L1 LANDSCAPE PLAN

ARCHITECTURAL BUILDING VII (LOT 9-3)

CS-1.0 COVER SHEET

CS-1.1 DRAWING INDEX SHEET

A-1.0 MASTER FLOOR PLAN

A-1.1 ENLARGED FLOOR PLAN

A-2.0 DOOR AND ROOM SCHEDULES

A-3.0 EXTERIOR ELEVATIONS

A-3.1 WALL SECTIONS

A-3.2 DETAILS

BOWLING GREEN - WARREN CO., KYVICINITY MAP

(N.T.S.)

SITE

INTER-MODAL TRANSPORTATION

AUTHORITY

PO BOX 51


270-781-3200

DB 916 PG 456, DB 892 PG 719,

DB 869 PG 547, PB 37 PG 488

ELECTRICITY:

WARREN RECC

951 FAIRVIEW AVENUE


CONTACT: JONATHAN LINDSEY

TELEPHONE: (270) 842-5214

WATER & SEWER:

WARREN COUNTY WATER DISTRICT

523 US-31W BYPASS


CONTACT: TIM MINNICKS

TELEPHONE: (270) 842-0052

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GLASGOW RD

FRED MADISON

ROAD

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IMAGE FOR ILLUSTRATIVE PURPOSES ONLY

BOWLING GREEN AREA ECONOMIC

DEVELOPMENT AUTHORITY

710 COLLEGE STREET


CONTACT: RON BUNCH

270-781-3200

PARCEL OWNER: CONTRACT VENDEE / DEVELOPER

AUGUST 8, 2014AUGUST 25, 2014AUGUST 28, 2014

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0

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538

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533

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SANITARY MH

RIM: 555.78

INV: 551.63

SANITARY MH

RIM: 557.44

INV: 551.04

SANITARY MH

RIM: 557.87

INV: 550.52

SANITARY MH

RIM: 557.29

INV: 551.96

SANITARY MH

RIM: 554.35

INV: 549.30

SANITARY MH

RIM: 554.41

INV: 550.26

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STORM MH

RIM ELEV: 555.16

INV. ELEV: 550.26

STORM MH

RIM ELEV: 555.24

INV. ELEV: 546.94

STORM MH

RIM ELEV: 555.29

INV. ELEV: 547.14

STORM MH

RIM ELEV: 555.21

INV. ELEV: 550.71

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STORM MH

RIM ELEV: 558.53

INV. ELEV: 548.78

US HWY 68 AND KY HWY 80 ~ GLASGOW RD

R/W VARIES ~ PVMT VARIES

EXISTING

BLDG

EXISTING

BLDG

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CONCRETE

PAD

GREEN RIVER REGIONAL

EDUCATION CO-OP

062A-60-009B

DB 942 PG 149

PB 37 PG 488

ZONING: LI WITH B.E.

WILLIAM & GENEVA PENICK

062A-62

DB 556 PG 546

ZONING: AG

PHILIP AND

DEBORAH WHEELER

062A-62-001

DB 594 PG 88

ZONING: AG

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S 89°58'35" W

181.52'

N 01°24'58" E

116.37'

N 88°38'02" W

601.97'

S

1

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S 03°34'18" W

111.29'

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8

" IRON PIN W/ 1

1

4

"

PLASTIC CAP STAMPED

"CROWE 3375"

1" ALUMINUM ROD W/

3

1

2

" ALUMINUM CAP

STAMPED "KYTC R/W"

1" ALUMINUM ROD W/

3

1

2

" ALUMINUM CAP

STAMPED "KYTC R/W"

1" ALUMINUM ROD W/

3

1

2

" ALUMINUM CAP

STAMPED "KYTC R/W"

BM 1

BM 2

2

5

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50' BSBL, DRAINAGE, PUE &

LANDSCAPE BUFFER

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10' WATER ESMT. ~ 5' ESOL

DB 916 PG 456

PARCEL II

DB 892 PG 719

PARCEL 49

DB 869 PG 547

PARCEL 48

DB 869 PG 547

MP BOOK 14 PG 139

PARCEL I

DB 892 PG 719

PARCEL 143

DB 869 PG 547

MP BOOK 14 PG 139

APPROXIMATELY 1,279' TO THE

CENTERLINE OF JODY RICHARDS DR.

5

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EXISTING TOPOGRAPHY

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: J. BEGLEY

DATE: 8/8/2014

JOB NUMBER: L4633

REVISIONS

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338

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GR

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Y 4

2101

PHO

NE

(270

) 780

-944

5

SCALE: 1" = 100'

C1.0

Z:SITDEV/C1-EXISTING CONDITIONS

BENCHMARK DATA:

BENCHMARK 1

SANITARY MANHOLE IN THE

NORTHERN PORTION OF THE SURVEY

LOCATED 32.1' FROM EDGE OF

SIDEWALK

ELEV. 555.78

BENCHMARK 2

1

2

" IRON PIN W/ 1" PLASTIC CAP

STAMPED "PEDIGO 2933" IN THE

SOUTHEASTERN PORTION OF THE

SURVEY LOCATED 27.5' FROM THE

EDGE OF US HWY 68/KY HWY 80.

ELEV. 550.53

URBAN OR SUBURBAN

DATE OF FIELD SURVEY

AUGUST 6, 2013

BOWLING GREEN - WARREN CO., KYVICINITY MAP

(N.T.S.)

SURVEYOR'S CERTIFICATE

I DO HEREBY CERTIFY THAT THE CLASS "A" SURVEY SHOWN HEREON WAS PERFORMED

UNDER MY DIRECTION BY THE METHOD OF RANDOM TRAVERSE AND USING APPROPRIATE

G.P.S. METHODS FOR MEASURING RECOVERED MONUMENTS AND ESTABLISHING SURVEY

CONTROL. CONVENTIONAL METHODS AND REDUNDANCY WERE EMPLOYED TO ENSURE THE

QUALITY OF THE GPS DATA. THE UNADJUSTED MATHEMATICAL ERROR OF CLOSURE OF THE

TRAVERSE AND THE THEORETICAL UNCERTAINTY OF THE CORNERS ESTABLISHED EXCEED

THE SPECIFIED TOLERANCES SET FORTH BY THE COMMONWEALTH OF KENTUCKY,

STANDARDS OF PRACTICE FOR PROFFESSIONAL LAND SURVEYORS FOR A SURVEY OF THIS

CLASS . THE BEARINGS AND DISTANCES SHOWN HEREON HAVE NOT BEEN ADJUSTED FOR

CLOSURE. THE BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH AS ESTABLISHED

BY KY STATE PLANE COORDINATES (SOUTH ZONE 1602), TAKEN FROM STATIC GPS

OBSERVATION.

___________________________________DATE__________

JEFF ARNOLD P.L.S. # 2934

FLOODPLAIN INFORMATION

THE PROPERTY SHOWN HEREON LIES IN A

NON-FLOODPRONE COMMUNITY PER (FIRM) FLOOD

INSURANCE RATE MAP FOR WARREN COUNTY,

KENTUCKY, MAP PANEL #21227C0200E, COMMUNITY OF

OAKLAND, SAID PANEL IS NOT A PRINTED PANEL.

INTER-MODAL TRANSPORTATION

AUTHORITY, INC.

PO BOX 51


DB 916 PG 456, DB 892 PG 719,

DB 869 PG 547, PB 37 PG 488

GENERAL NOTES

1. THE BOUNDARY OF THE PROPERTY DEPICTED ON THIS SURVEY

IS BASED ON DEED BOOK 916 PAGE 456, DEED BOOK 892 PAGE 719

AND DEED BOOK 869 PG 547 AS FOUND IN THE OFFICE OF THE

WARREN COUNTY CLERK.

2. A BOUNDARY SURVEY DOES NOT DETERMINE LAND OWNERSHIP,

A PROFESSIONAL LAND SURVEYOR ONLY PROVIDES AN OPINION OF

PREVIOUSLY DESCRIBED BOUNDARY LINES WHICH MAY OR MAY

NOT BE UPHELD BY A COURT OF LAW. UNWRITTEN RIGHTS MAY OR

MAY NOT EXIST ON SUBJECT PROPERTY.

3. ALL IRON PINS SET ARE

1

2

" X 18" PINS SET WITH 1" YELLOW

PLASTIC CAP STAMPED "J. ARNOLD PLS 2934".

4. THE LOCATION OF ALL UTILITIES SHOWN HEREON ARE BASED ON

THE FIELD LOCATION OF FOUND VISIBLE STRUCTURES OR AS

FLAGGED OR MARKED BY THEIR RESPECTIVE UTILITY COMPANIES.

THERE MAY BE OTHER UNDERGROUND UTILITIES LOCATED ON THE

PROPERTY SHOWN HEREON. NO GUARANTEE IS EXPRESSED OR

IMPLIED TO THE ACTUAL LOCATION OF SAID UTILITIES.

5. THIS TOPOGRAPHIC SURVEY IS SUBJECT TO ANY AND ALL

FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE

SEARCH.

6. THE PROPERTY SHOWN HEREON IS SUBJECT TO ANY AND ALL

LEGAL EASEMENTS AND RIGHT-OF-WAYS RECORDED AND

UNRECORDED, INCLUDING BUT NOT LIMITED TO THOSE SHOWN

HEREON.

7. THE DATUM FOR THIS SURVEY IS GRID NORTH AS ESTABLISHED

BY KY STATE PLANE COORDINATES, SOUTH ZONE 1602.

1,911,595 +/- SQ. FT.

43.88 +/- ACRES

LEGEND

OH

WATER LINE

SANITARY SEWER LINE

BURIED TELEPHONE

OVERHEAD UTILITIES

GAS LINE

UNDERGROUND ELECTRIC

STORM SEWER LINE

CENTERLINE

EASEMENTS

SETBACK LINE

PROPERTY LINE

IRON PIN SET

UTILITY POLE

ANCHOR

WATER VALVE

WATER METER

TREE

MAILBOX

BENCHMARK

FIRE HYDRANT

ELECTRIC BOX

DROP BOX INLET

GAS METER

CURB BOX INLET

ROAD SIGN

STORM SEWER MANHOLE

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

SIGNAL POLE

LAMP POLE

ELECTRIC METER

GAS VALVE

BUILDING SET BACK LINE

EACH SIDE OF LINE

BSBL

ESOL

DRAINAGE ESMT.

E

T

PUBLIC UTILITY EASEMENTPUE

FINISHED FLOOR ELEVATIONFFE

SANITARY SEWER CLEAN OUT

CO

FENCE LINE

LOT LINE TO BE ABANDONED

GRAPHIC SCALE: 1" = 100'

0' 100' 200' 300'

CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE

C1 1125.12' 130.14' 130.07' N 83°12'09" W 6°37'38"

C2 1115.08' 642.69' 633.83' N 63°20'56" W 33°01'23"

C3 366.00' 687.09' 590.55' N 67°50'45" E 107°33'42"

C4 556.50' 130.37' 130.08' N 20°40'55" E 13°25'23"

LINE BEARING DISTANCE

L1 N 46°19'38" W 8.53'

SITE

TEC

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LIN

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, KY

4210

1

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CK

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AN

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RK

LOT

9-3

1/2" IRON PIN W/ 1" PLASTIC CAP STAMPED

"PEDIGO PLS 2933" FOUND UNLESS NOTED

8-25-14 PER PC COM.

8-28-14 PER PC COM.


EDUCATION CO-OP

062A-60-009B

DB 942 PG 149

PB 37 PG 488



062A-62

DB 556 PG 546

ZONING: AG

T

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IN

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DB 916 PG 456

PARCEL 49

DB 869 PG 547

PARCEL 48

DB 869 PG 547

MP BOOK 14 PG 139

PARCEL I

DB 892 PG 719

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1

6

.

1

'

1

8

.

0

'

2

0

.

0

'

2

0

.

0

'

9

.

0

'

C

1

2

8

4

.0

1

6

4

.0

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: B.SHIRLEY

DATE: 8/8/2014

JOB NUMBER:

REVISIONS

AR

NO

LD C

ON

SULT

ING

EN

GIN

EE

RIN

GSE

RV

ICE

S, I

NC

.P.

O. B

OX

133

8B

OW

LIN

G G

RE

EN

, KY

421

01PH

ON

E (2

70) 7

80-9

445

SCALE: 1" = 60'

Z:SITDEV/C2.0-Overall Site Layout

BENCHMARK DATA:

BENCHMARK 1




SIDEWALK

ELEV. 555.78

BENCHMARK 2

1

2






ELEV. 550.53


0' 60' 120' 180'

GENERAL NOTES

1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ENSURING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.

NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS

RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED

BY ALL PERMITTING AUTHORITIES.

2. NO GRADING, STRIPPING, EXCAVATION, FILLING OR OTHER DISTURBANCE OF THE

NATURAL GROUND COVER SHALL TAKE PLACE UNTIL PROPOSED SOIL EROSION CONTROL

PLAN HAS BEEN APPROVED AND IN PLACE.

3. IN THE CASE OF CONFLICT BETWEEN THIS DRAWING AND ANY OTHER DRAWING

AND/OR SPECIFICATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR

CLARIFICATION.

4. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL

LOCAL, STATE AND NATIONAL CODES AND THE REQUIREMENTS OF LOCAL UTILITY

COMPANIES.

5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE

CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF

THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING

PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND

WILL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR WILL BE

RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL BARRICADES, WARNING SIGNS,

FLASHING LIGHTS AND THE TRAFFIC CONTROL DEVICES DURING CONSTRUCTION.

CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND SAFETY REQUIREMENTS.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL VEHICLE TRAFFIC IN AND

AROUND THE CONSTRUCTION AREA.

7. ALL UNPAVED AREAS TO RECEIVE A MINIMUM OF 4" TOPSOIL, SEED (AS OUTLINED IN

THE LANDSCAPE PLANS), MULCHED AND WATERED AS NECESSARY TO PROVIDE

SUBSTANTIAL GRASS COVER.

8. ALL CURB DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.

ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED.

9. SIDEWALK AND HANDICAP ACCESS SHALL COMPLY WITH LATEST ADA REGULATIONS.

10. ALL PARKING SPACES ARE 9' x 18' UNLESS OTHERWISE NOTED.

11. HANDICAPPED RAMPS ARE TO BE CONSTRUCTED IN ALL INCIDENTS IN WHICH A

SIDEWALK TERMINATES INTO A VEHICULAR TRAVEL WAY.

12. ALL SINKHOLES ARE TO BE EVALUATED BY A THIRD PARTY CONTRACTOR OF THE

BOWLING GREEN ECONOMIC DEVELOPMENT AUTHORITY AND REMEDIATION PRICING WILL

BE BASED ON THEIR RECOMMENDATION.

CONSTRUCTION LEGEND

TEC

HN

OLO

GY

WA

YB

OW

LIN

G G

RE

EN

, KY

4210

1

SPE

CU

LATI

VE

BU

ILD

ING

DEVELOPMENT SUMMARY FUTURE LOT 9-3

STATISTIC

TOTAL SITE AREA

5,000 SQ. FT. MINIMUM

PERMITTED / REQUIREMENT PROVIDED

BUILDING SETBACKS

PHASE I

CURRENT ZONING

L.I. WITH B.E.L.I. WITH B.E.

LANDSCAPE PLAN YES

DRAINAGE PLAN YES

TRAFFIC STUDY NOT REQUIRED

N/A

SITE ACCESS

11.71 +/- AC.

510,169 SQ. FT.

FRONT 25' (NORTH TECHNOLOGY WAY)

SIDE 0' (N.E.)

SIDE 0' (S.W.)

REAR 40' (S.E.)

FRONT 135.4' (N.W)

SIDE 160' (N.E)

SIDE 116.1' (S.W)

REAR 284.0' (S.E)

2 ACCESS POINTS

ON TECHNOLOGY WAY

SEE SHEET C3

BUILDING PAD SUMMARY

STATISTIC PERMITTED / REQUIREMENT

SEE SHEET L1

PROVIDED

N/A

LOT COVERAGE

PER CITY OF BOWLING GREEN

10.54 AC. (90%)

459,152 SQ. FT. (90%)

PHASE II

N/A

9,000 SQ FT OFFICE

PHASE I

PHASE II

3.43+/- AC. (29.25%)

149,230+/- SF (29.25%)

60,350 SQ FT BUILDING

60,350 SQ FT BUILDING

129,700 SQ FT TOTAL

4.81+/- AC. (41.08%)

209,580+/- SF (41.08%)

PHASE ONE

(FUTURE PHASES AS

NOTED ON PLAN)

PARKINGREQUIRED ONE PER EMPLOYEE OF

THE MAXIMUM SHIFT

94 SPACES PROVIDED

90 REGULAR SPACES

4 H.C. SPACES

KE

NTU

CK

Y TR

AN

SPA

RK

LOT

9-3

8-25-14 PER PC COM.

45'BUILDING HEIGHT 100'

C2.0

SITE LAYOUT

8-28-14 PER PC COM.

C4 556.50' 130.37' 130.08' N 20°40'55" E 13°25'23"

5

5

8

5

5

8

5

5

7

5

5

6

5

5

6

5

5

6

5

5

5

5

5

4

5

5

4

5

5

3

5

5

3

5

5

3

5

5

3

5

5

2

5

5

2

5

5

1

5

5

0

5

4

9

548

5

4

8

547

5

4

7

5

4

6

545

5

4

4

5

4

3

5

4

3

5

4

2

1

0

"

D

U

C

T

I

L

E

I

R

O

N

FFE: 553.70

5

5

7

555

554

553

552

5

5

1

5

5

0

5

4

0

5

4

5

5

4

5

553

5

5

2

5

5

1

5

5

2

5

5

3

5

5

6

5

5

0

549

548

5

4

7

5

4

5

552.0

553.0

543.0

549.5

550.8

5

4

5

5

4

6

5

4

4

5

4

0

5

4

5

5

5

0

5

4

0

5

4

8

545.6

5

5

5

5

5

0

550

553.14

552.18

552.54

552.21

554.61

553.91

550.53

551.50

552.54

554.35

554.64

552.56

553.10

553.10

554.51

555.01

555.60

555.76

555.95

556.16

556.20

554.90

553.79

552.07

551.92

551.75

552.56

553.08

554.17

550.26

556.87

556.69

554.64

554.96

552.48

553.01

550.71

551.18

549.98

548.90

549.70

548.60

549.70

547.17

547.98

548.10

548.99

548.07

549.00

548.10

547.57

548.53

552.99

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: A. ARNOLD

DATE: 8/27/2014

JOB NUMBER: L4633

REVISIONS

AR

NO

LD C

ON

SULT

ING

EN

GIN

EE

RIN

GSE

RV

ICE

S, I

NC

.P.

O. B

OX

133

8B

OW

LIN

G G

RE

EN

, KY

421

01PH

ON

E (2

70) 7

80-9

445

SCALE: 1" = 60'

Z:SITDEV/C3.0-Site Grading and...

BENCHMARK DATA:

BENCHMARK 1




SIDEWALK

ELEV. 555.78

BENCHMARK 2

1

2






ELEV. 550.53


0' 60' 120' 180'

TEC

HN

OLO

GY

WA

YB

OW

LIN

G G

RE

EN

, KY

4210

1

SPE

CU

LATI

VE

BU

ILD

ING

KE

NTU

CK

Y TR

AN

SPA

RK

LOT

9-3

8-25-14 PER PC COM.

C3.0

SITE GRADING

AND DRAINAGE

GRADING AND DRAINAGE NOTES:

1. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES

ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY BUD

AT 1-800-752-6007 48 HOURS PRIOR TO EXCAVATION.

2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN

INSTALLED.

3. NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2H:1V UNLESS

SPECIFICALLY NOTED ON PLANS.

4. SITE GRADES AROUND THE BUILDING AND PAVEMENT AREAS SHALL BE GRADED DURING

CONSTRUCTION TO PREVENT PONDING. ANY SURFACE WATER ACCUMULATION IN THE

BUILDING AND PAVEMENT AREAS SHALL BE DRAINED IMMEDIATELY TO AVOID SATURATION

OF THE SUBGRADE SOILS.

5. FILL, INCLUDING FINAL TOPSOIL SHALL BE PLACED A MINIMUM OF 3 INCHES BELOW FFE

AT BUILDING SLABS UNLESS OTHERWISE INDICATED BY ARCHITECTURAL WALL SECTION

DETAILS.

6. GRADES WITHIN 10' OF BUILDING SHALL HAVE A MINIMUM SLOPE OF 2% AWAY FROM THE

BUILDING.

7. ALL EXCAVATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST OSHA

GUIDELINES AS MANDATED IN CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE IN PROVIDING SAFE WORKING CONDITIONS

IN CONNECTION WITH ANY EXCAVATION WORK.

8. ENGINEERED FILL SHALL BE COMPACTED TO 98% OF STANDARD PROCTOR DENSITY IN

BUILDING PAD AREAS (PROPOSED AND FUTURE EXPANSION) AND TO 95% IN PARKING AND

DRIVE AREAS. VEGETATED AREAS SHOULD BE COMPACTED TO A MINIMUM OF 92% OF

STANDARD PROCTOR DENSITY.

9. STONE BASES SHOULD BE COMPACTED TO A DENSITY SATISFACTORY TO ENGINEER,

TYPICALLY 84% OF SOLID VOLUME OR BY TEST STRIP METHODS.

10. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES,

ETC. WITHIN THE CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE.

11. GRADE LINES SHOWN ARE FINISHED GRADE. CONTRACTOR SHOULD SEE DETAIL

SHEET FOR APPROPRIATE PAVEMENT TYPE TO DETERMINE SUB-GRADE ELEVATIONS FOR

PAVING AREAS.

12. CONTRACTOR IS ADVISED THAT FINAL GRADING AND CURB PLACEMENT SHALL BE

COMPLETED TO ACCOMMODATE THE FOLLOWING:

A) NO WATER WILL POND AT POINTS WHERE LANDSCAPE ISLANDS EXTEND

INTO PARKING FIELDS.

B) SPACES DESIGNATED FOR HANDICAP PARKING AND ACCESS AISLE SHALL

HAVE A FINAL SLOPE AFTER PAVING IS COMPLETED OF NOT MORE THAN

2.0%. IF EITHER OF THESE ITEMS ARE NOT CONSTRUCTED AS OUTLINED

ABOVE, REWORK WILL BE PROVIDED BY THE CONTRACTOR TO CORRECT

DEFICIENCIES AT THE CONTRACTORS EXPENSE.

13. THE CONTRACTOR SHALL VERIFY POSITIVE FLOW FOR ALL STORM SEWER SYSTEMS.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

14. ALL SPOT ELEVATIONS SHOWN ARE FINISHED GRADE. SPOT ELEVATIONS SHOWN

ALONG GUTTER LINE ARE FLOW ELEVATIONS FOR FACE OF CURB.

15. ALL SINKHOLES ARE TO BE EVALUATED BY A THIRD PARTY CONTRACTOR OF THE

BOWLING GREEN ECONOMIC DEVELOPMENT AUTHORITY AND REMEDIATION PRICING WILL

BE BASED ON THEIR RECOMMENDATION. SEE TYPICAL SINKHOLE REPAIR DETAIL ON

SHEET C-5.

PROPOSED POND #1

TOP ELEV.: 545.00

HIGH WATER ELEV. = 544.15

EMERGENCY SPILLWAY: 544.00

18 LF - 12" CMP OUTLET: 543.00

BOTTOM ELEV.: 540.00

CONST. 328 LF OF WATER QUALITY

DRY SWALE @ 0.8% SLOPE

CONST. 614 LF OF WATER QUALITY

DRY SWALE @ 0.8% SLOPE

INSTALL EPDM 40 MIL LINER IN BOTTOM

OF POND #1 UP TO ELEVATION 543.00

PERMANENT POOL ELEV: 543.00

CONST. DRY DETENTION BASIN

TOP ELEV.: 548.00

SPILLWAY: 547.40

RISER T.G.: 547.00

1" ORIFICE W/ TRASH RACK: 545.00

75 LF - 15" OUTLET: 545.00

BOTTOM: 545.00

CONST. INFILTRATION BASIN

TOP: 549.00

SPILLWAY: 548.40

BOTTOM: 546.00

CONST. "V" DITCH

@ 0.8% SLOPE

INSTALL FLOATING AEROMIX

SOLAR AER ASPIRATOR

CONST. FOREBAY

TOP: 548.88

BOTTOM: 546.88

CONSTRUCTION LEGEND

CONST. 2' CURB CUT

W/ 5 TN RIPRAP SPLASH PAD

CONST. 9 LF OF

CONCRETE FLUME

CONST. 2' CURB CUT


CONST. 2' CURB CUT


5

5

8

5

5

8

5

5

7

5

5

6

5

5

6

5

5

6

5

5

5

5

5

4

5

5

4

5

5

3

5

5

3

5

5

3

5

5

3

5

5

2

5

5

2

5

5

1

5

5

0

5

4

9

548

5

4

8

547

5

4

7

5

4

6

545

5

4

4

5

4

3

5

4

3

5

4

2

1

0

"

D

U

C

T

I

L

E

I

R

O

N

FFE: 553.70

5

5

7

555

554

553

552

5

5

1

5

5

0

5

4

0

5

4

5

5

4

5

553

5

5

2

5

5

1

5

5

2

5

5

3

5

5

6

5

5

0

549

548

5

4

7

5

4

5

552.0

553.0

543.0

549.5

550.8

5

4

5

5

4

6

5

4

4

5

4

0

5

4

5

5

5

0

5

4

0

5

4

8

545.6

5

5

5

5

5

0

550

553.14

552.18

552.54

552.21

554.61

553.91

550.53

551.50

552.54

554.35

554.64

552.56

553.10

553.10

554.51

555.01

555.60

555.76

555.95

556.16

556.20

554.90

553.79

552.07

551.92

551.75

552.56

553.08

554.17

550.26

556.87

556.69

554.64

554.96

552.48

553.01

550.71

551.18

549.98

548.90

549.70

548.60

549.70

547.17

547.98

548.10

548.99

548.07

549.00

548.10

547.57

548.53

552.99

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: A. ARNOLD

DATE: 8/28/2014

JOB NUMBER: L4633

REVISIONS

AR

NO

LD C

ON

SULT

ING

EN

GIN

EE

RIN

GSE

RV

ICE

S, I

NC

.P.

O. B

OX

133

8B

OW

LIN

G G

RE

EN

, KY

421

01PH

ON

E (2

70) 7

80-9

445

SCALE: 1" = 100'

Z:SITDEV/C4.0-Erosion Control

BENCHMARK DATA:

BENCHMARK 1




SIDEWALK

ELEV. 555.78

BENCHMARK 2

1

2






ELEV. 550.53


0' 60' 120' 180'

TEC

HN

OLO

GY

WA

YB

OW

LIN

G G

RE

EN

, KY

4210

1

SPE

CU

LATI

VE

BU

ILD

ING

KE

NTU

CK

Y TR

AN

SPA

RK

LOT

9-3

8-25-14 PER PC COM.

C4.0

EROSION

CONTROL

CONSTRUCTION LEGEND

- TEMPORARY CONSTRUCTION

ENTRANCE

- SILT FENCE

GENERAL NOTES

1. ALL MEASURES INSTALLED FOR SEDIMENT CONTROL SHALL BE CHECKED AT

THE BEGINNING AND END OF EACH DAY WHEN CONSTRUCTION IS OCCURRING TO

ASCERTAIN THAT THE MEASURES ARE IN PLACE AND FUNCTIONING PROPERLY.

ANY DAMAGE OBSERVED WILL BE REPAIRED BY THE END OF THAT WORKING DAY.

MEASURES SHALL BE MAINTAINED UNTIL THE ARCHITECT/ENGINEER DETERMINES

THAT THEY ARE NO LONGER NEEDED.

2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED

AND MAINTAINED ACCORDING TO THE STANDARDS OF THE CITY OF BOWLING

GREEN AND AS REQUIRED BY STATE AND FEDERAL LAWS.

3. A COPY OF THE APPROVED EPSC (EROSION PREVENTION SEDIMENT CONTROL)

PLANS SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES. THIS COPY

SHALL BE PRESENTED TO THE CITY OF BOWLING GREEN'S REPRESENTATIVES

UPON REQUEST.

4. PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN ANY AREA NOT ON

THE APPROVED EPSC PLAN, THE CONTRACTOR SHALL SUBMIT A

SUPPLEMENTARY EPSC PLAN TO THE CITY FOR APPROVAL.

5. ALL EPSC MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN

CLEARING AND GRADING. THE CONTRACTOR IS RESPONSIBLE FOR ANY

ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION

AND SEDIMENTATION AS DETERMINED BY THE CITY OF BOWLING GREEN. DURING

DEWATERING OPERATIONS WATER MUST BE PUMPED THROUGH AN APPROVED

FILTERING DEVICE. THE CITY MAY SUSPEND DEWATERING OPERATIONS IF

POLLUTION IS OBSERVED.

6. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL

DEVICES AT LEAST ONCE A WEEK AND AT LEAST ONCE A DAY DURING RAINFALL

EVENTS. THE CONTRACTOR SHALL PERFORM ANY REPAIRS OR MAINTENANCE

IMMEDIATELY IN ORDER TO ENSURE EFFECTIVE EROSION AND SEDIMENT

CONTROL. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTIONS

AND MAINTENANCE ACTIVITIES AT THE PROJECT SITE. THIS RECORD SHALL BE

MADE AVAILABLE UPON REQUEST TO THE CITY OF BOWLING GREEN.

7. ALL AREAS DISTURBED SHALL BE STABILIZED ACCORDINGLY. WHEN THE SITE

IS BROUGHT TO FINAL GRADE IT MUST BE STABILIZED WITHIN 14 DAYS.

DISTURBED AREAS NOT AT FINAL GRADE MUST BE STABILIZED WITHIN 21 DAYS.

SEED AND SOD NOTES

1. ALL DISTURBED AREAS INCLUDING WASTE AREAS TO BE SEEDED OR SODDED (IF

NOT NOTED TO BE RIP-RAPPED, OR HARD SURFACED). THE AREA NOTED ON THE

PLAN TO BE SEEDED SHALL BE SPREAD WITH 4" MINIMUM OF TOPSOIL. ALL AREAS

TO BE DISKED, LEVELED, AND HAND RAKED. THE TOPSOIL LAYER SHALL BRING ALL

TURF AREAS TO FINISH GRADE. SURFACE AREA SHALL BE ROLLED TO REMOVE

LUMPS. FOREIGN MATERIALS SUCH AS ROCKS, LIMBS, STICKS, ETC. TO BE

COLLECTED AND REMOVED DURING CULTIVATION AND RAKING OPERATIONS.

2. INSTALLATION OF SEED SHALL BE BETWEEN MARCH 1 TO JUNE 15 OR

SEPTEMBER 1 TO OCTOBER 15. IF SEEDING IS DONE IN BETWEEN OCTOBER 15 AND

MARCH 1, A SEED BLEND WILL BE USED CONSISTING OF 20% ANNUAL RYE.

3. GRASS SEED SHALL BE A TYPE WHICH WILL THRIVE IN THIS PROJECT AREA.

SUBMIT PROPOSED SEED MIXTURE TO OWNER FOR APPROVAL. FERTILIZER SHALL

BE 10-10-10 TYPE 1 GRADE A. USE APPROXIMATELY 5 LBS. OF GRASS SEED, 10 LBS.

OF FERTILIZER FOR EACH 1000 SQ.FT. OF GROUND AREA TO BE SEEDED. COVER

ALL SEEDED AREAS WITH 3 BALES OF WHEAT STRAW FOR EACH 1000 SQ.FT.

WATER DAILY FOR 15 DAYS OR AS REQUIRED BY WEATHER CONDITIONS. AFTER

SEED HAS GERMINATED, ALL THIN SPOTS SHALL BE RE-SEEDED.

4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING,

MOWING AND OTHER MAINTENANCE TO SEEDED AREAS UNTIL THE PROJECT IS

ACCEPTED BY THE OWNER. A MINIMUM OF 90% COVERAGE OF SOUND, HEALTHY

GRASS SHALL BE REQUIRED FOR ACCEPTANCE.

5. EMBANKMENTS/SLOPES GREATER THAN 3:1 SHALL BE EITHER BE SEEDED AND

COVERED WITH AN EROSION CONTROL MAT (JUTE MESH ENKAMAT) OR INSTALLED

WITH SOD FOR PROPER STABILIZATION. SOD TO BE STAKED WITH EITHER WOOD

STAKES OR U-SHAPED METAL PINS FLUSH WITH GRADE.

6. SOD SHALL BE REGIONALLY GROWN AND OF A SPECIES THAT WILL THRIVE IN

THE PROJECT AREA.

7. HYDROSEED ALL NEW LAWN AREAS AS SPECIFIED UNLESS PLANS CALL FOR

SOD.

8. MIX SEED, FERTILIZER AND PULVERIZED MULCH WITH WATER USING EQUIPMENT

SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION.

9. APPLY SLURRY UNIFORMLY TO ALL AREAS BEING SEEDED. RATE OF

APPLICATION AS REQUIRED TO OBTAIN SPECIFIED SEED SOWING RATE.

10. THE SOD SHALL BE RELATIVELY FREE OF DISEASES AND WEEDS. STONES

LARGER THAN 1

1

2

" IN ANY DIMENSION, PLANT ROOTS AND OTHER MATERIAL

DETRIMENTAL TO A HEALTHY STAND OF TURF SHOULD BE REMOVED. DELIVERED

SOD THAT HAS BECOME DRY, MOLDY OR YELLOW FROM HEATING, OR HAS

IRREGULARLY SHAPED PIECES THAT ARE TORN OR HAVE UNEVEN ENDS SHALL BE

REJECTED.

11. THE SOD BED WILL BE LOOSENED TO A DEPTH OF 3" TO A SMOOTH, EVEN

SURFACE AND SHALL BE GRADED TO SUCH AN ELEVATION SO THE SOD, WHEN IN

PLACE, SHALL BE FLUSH WITH ANY ADJACENT SEEDED TURFED AREA, PAVEMENT,

CURB OR OTHER STRUCTURES EXCEPT WHEN OTHERWISE NOTED.

12. LAY SOD WITHIN 24 HOURS OF STRIPPING. DO NOT LAY DORMANT SOD OR IF

GROUND IS FROZEN. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED

JOINTS. DO NOT OVERLAP.

13. WATER SOD WITH FINE SPRAY IMMEDIATELY AFTER PLANTING. DURING FIRST

WEEK, WATER DAILY OR MORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST

SOIL TO DEPTH OF 4 INCHES.

14. PRIOR TO PLACING THE SOD, FERTILIZER 10-10-10 TYPE 1 GRADE A SHALL BE

APPLIED UNIFORMLY. SOD SECTIONS SHALL BE HARROWED, RAKED OR

OTHERWISE INCORPORATED INTO THE SOIL. THE SOIL BED, WHEN DRY, SHALL BE

MOISTENED TO THE LOOSENED DEPTH.

15. SOD SHALL BE WETTED THOROUGHLY, ROLLED AND TAMPED SUFFICIENTLY TO

INCORPORATE THE ROOTS INTO THE SOD BED AND TO ENSURE TIGHT JOINTS

BETWEEN THE SECTIONS OR STRIPS.

16. ALL SODDED AREAS SHALL BE MAINTAINED, WATERED AND REPAIRED AS

NECESSARY BY THE LANDSCAPE CONTRACTOR UNTIL FINAL ACCEPTANCE OF THE

PROJECT.

17. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL SEEDED OR SODDED

AREAS FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. LANDSCAPE

CONTRACTOR IS NOT RESPONSIBLE FOR ACTS OF NATURE THAT MAY CAUSE

EROSION, NEGLECT BY THE OWNER OR DAMAGED BY ANIMALS OR MACHINES.

CONST. TEMPORARY

CONSTRUCTION ENTRANCE

CONST. 943 LF OF

SILT FENCE

EPSC SPECIAL NOTE:

PERMANENT POND SHOULD BE USE

AS AN EPSC SEDIMENTATION BASIN.

SEDIMENTATION BASIN TO BE CLEANED

AT ONE HALF TOTAL DEPTH OF BASIN.

SEDIMENT TO BE COMPLETELY

CLEANED AND PROPOSED GRADING TO

BE RE-ESTABLISH WHEN FINAL

GRADING IS COMPLETED.

1

0

"

D

U

C

T

I

L

E

I

R

O

N

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: A. ARNOLD

DATE: 8/28/2014

JOB NUMBER: L4633

REVISIONS

AR

NO

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ON

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EN

GIN

EE

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RV

ICE

S, I

NC

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O. B

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8B

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EN

, KY

421

01PH

ON

E (2

70) 7

80-9

445

SCALE: 1" = 60'

Z:SITDEV/C5.0 - Site Utilities

BENCHMARK DATA:

BENCHMARK 1




SIDEWALK

ELEV. 555.78

BENCHMARK 2

1

2






ELEV. 550.53


0' 60' 120' 180'

TEC

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9-3

8-25-14 PER PC COM.

C5.0

SITE

UTILITIES

CONST. TRANSFORMER PAD

PER WRECC STANDARDS

CONST. 1 RUN - 56 L.F. OF 2 1/2" SCH 40 PVC CONDUIT

TO BUILDING FOR SECONDARY ELECTRIC SERVICE.

(WRECC TO PULL WIRE AT TIME AND MATERIAL COST)

GENERAL NOTES

1. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UTILITIES SHOWN WERE FIELD

SURVEYED BASED ON LOCATIONS PROVIDED BY EACH UTILITY COMPANY. OTHER

UTILITIES MAY EXIST THAT ARE UNMAPPED. THE CONTRACTOR IS ADVISED TO FIELD

VERIFY ALL UNDERGROUND UTILITIES BY CONTACTING THE APPROPRIATE UTILITY

COMPANY AT LEAST 48 HOURS PRIOR TO EXCAVATION.

2. ALL UTILITIES TO BE CONSTRUCTED TO 5' OUTSIDE OF PROPOSED BUILDING PER

DEVELOPERS REQUEST.

3. MINIMUM DEPTH OF TRENCHING IS 42 INCHES.

4. DEPTH OF ELECTRICAL AND TELEPHONE CONDUITS SHALL BE ADJUSTED AS

REQUIRED TO ALLOW FOR SPECIFIED PLACEMENT OF SANITARY AND STORM SEWER.

5. BACK FILL OF ALL TRENCHES BENEATH STRUCTURES AND/OR PAVEMENT SHALL BE

CRUSHED STONE OR SIMILAR MATERIAL AS APPROVED BY ENGINEER.

6. BEFORE YOU DIG:

CONTRACTOR SHALL NOTIFY 811 48 HOURS PRIOR TO EXCAVATION, TO LOCATE

AND FLAG ALL UNDERGROUND UTILITIES WITHIN THE PROPOSED SITE.

7. DAMAGE CAUSED BY CONTRACTOR TO ANY UTILITIES OR OTHER IMPROVEMENTS

SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.

8. CONTRACTOR SHALL VERIFY LOCATIONS THAT UTILITIES ENTER THE BUILDING FROM

THE ARCHITECTURAL PLANS PRIOR TO INSTALLING UTILITY SERVICE LINE.

UNDERGROUND ELECTRIC REQUIREMENTS

GENERAL:

A. TRANSFORMER PADS, VAULTS, SECONDARY CONDUCTOR, METER SOCKET,

EXCAVATION, CONDUIT AND BACK FILL PROVIDED BY CONTRACTOR/DEVELOPER.

B. PAD MOUNT TRANSFORMERS, JUNCTION ENCLOSURES AND PRIMARY CONDUCTORS

ONLY, INSTALLATION BY LOCAL UTILITY COMPANY. FEES MAY APPLY

C. UNDERGROUND CONSTRUCTION BY CONTRACTOR IS SUBJECT TO INSPECTION BY

LOCAL UTILITY COMPANY, AND MUST BE APPROVED PRIOR TO THE INSTALLATION OF

CONDUCTOR AND TRANSFORMERS. CONDUIT TO BE INSPECTED BEFORE BACKFILLING.

D. REFER TO LOCAL UTILITY COMPANY'S OPERATING POLICIES FOR ADDITIONAL RULES

AND REGULATIONS.

E. SUBDIVISION OR AREA IN QUESTION WILL BE AT LEAST ROUGH GRADE BEFORE ANY

TRENCHING CAN BEGIN.

F. ANY CHANGES TO THESE OR ANY OTHER LOCAL UTILITY COMPANY SPECIFICATIONS

RELATING TO SAME MUST BE DESIGNED OR APPROVED BY THAT LOCAL UTILITY

COMPANY.

CONDUIT REQUIREMENTS:

A. MINIMUM SIZE OF PRIMARY CONDUIT TO BE 3" SCH 80 PVC AND MINIMUM DEPTH FOR

THIS CONDUIT IS 42 INCHES TO TOP OF CONDUIT.

MINIMUM SIZE OF SECONDARY CONDUIT TO BE 3" SCH 80 PVC AND MINIUM DEPTH FOR

THIS CONDUIT IS 42 INCHES TO TOP OF CONDUIT.

MINIMUM SIZE OF CONDUIT FOR UNDERGROUND SERVICE LATERAL TO BE 3" SCH PVC

AND MINIMUM DEPTH 24 INCHES TO TOP OF CONDUIT.

B. ALL BENDS IN CONDUIT SHALL BE RIGID METAL OF SUFFICIENT RADII TO PERMIT EASE

IN PULLING WIRE (NO PLUMBERS BENDS WILL BE ACCEPTED).

ALL 90° BENDS IN PRIMARY CONDUIT WILL HAVE A MINIMUM RADIUS OF 36 INCHES.

ALL 90° BENDS IN SECONDARY CONDUIT WILL HAVE A MINIMUM RADIUS OF 18 INCHES.

C. ALL CONDUITS TO CONTAIN 150 LB. TEST (OR GREATER) NYLON STRING.

D. BACKFILL OVER CONDUIT SHALL CONTAIN NO LARGE ROCKS OR DEBRIS.

E. ALL CONDUITS BENEATH ROAD SURFACE WILL BE SCH 80, OR ENCASED IN A 4 INCH

CONCRETE ENVELOPE, AND WILL BE BACKFILLED WITH NO. 9 CRUSHED STONE.

F. ALL CONDUITS WILL BE INSTALLED AS SPECIFIED AND LOCATED BENEATH ALL OTHER

UTILITIES WHERE POSSIBLE. ALTERATIONS TO THIS SPECIFICATION WILL BE DESIGNED

OR APPROVED BY THE LOCAL UTILITY COMPANY.

G. A "BURIED ELECTRIC LINES" WARNING TAPE (3" MINIMUM WIDTH) WILL BE INSTALLED 12

INCHES DIRECTLY OVER PRIMARY CONDUITS AND 12 INCHES BENEATH FINAL GRADE FOR

SAME.

H. SECONDARY CONDUITS NOT FOLLOWING A STRAIGHT LINE BETWEEN TERMINATIONS

WILL ALSO REQUIRE WARNING TAPE TO BE INSTALLED 12 INCHES BENEATH FINAL GRADE.

I. WARNING TAPE WILL BE FURNISHED BY LOCAL UTILITY COMPANY UPON REQUEST.

J. ENTIRE EXCAVATED AREA NEAR PAD TO BE BACKFILLED WITH NO. 9 CRUSHED STONE.

K. WHEN LOCAL UTILITY COMPANY CONDUCTORS ARE TO BE PARALLEL TO WATER,

SEWER AND GAS, THERE MUST BE A MINIMUM OF THREE FEET SEPARATION. WHEN

LOCAL UTILITY COMPANY CONDUCTORS ARE TO BE PARALLEL TO CABLE TV OR

TELEPHONE, THERE MUST BE A MINIMUM SEPARATION OF ONE FOOT. NO OTHER

UTILITIES MAY BE DIRECTLY ABOVE THE POWER CABLES.

L. WHEN CROSSING UNDER OTHER BURIED UTILITY LINES, THE LOCAL UTILITY COMPANY

REQUIRES A MINIMUM SEPARATION OF TWO FEET. WHEN A SEPARATION OF TWO FEET

CAN NOT BE ACHIEVED, THE SEPARATION MAY BE REDUCED TO ONE FOOT WITH A FOUR

INCH CONCRETE ENCASEMENT THE LENGTH OF FOUR FEET TO EACH SIDE OF THE

BURIED LINE BEING CROSSED.

CONST. TEMPORARY WALL MOUNTED

METER WITH TEMPORARY SERVICES

(COORDINATE INSTALLATION WITH WRECC)

CONST. PULLBOX AT END OF

EXISTING ROAD CROSSING

PER WRECC STANDARDS

6"

14"

8"

24"

1/2" PER FOOT

TYPICAL SECTION

2 4" MINIMUM LIFT OF COMPACTED DENSE GRADE AGGREGATE

1 ALL CONCRETE SHALL BE 3500 PSI MIN @ 28 DAYS CONCRETE.

NOTES

6"

3 EXPANSION JOINT SHALL BE USED WHEN SIDEWALK/DRIVE

ENTRANCE IS FLUSH TO BACK OF CURB.

EXPANSION JOINT ARE REQUIRED AT A MINIMUM OF 50' INTERVALS.

CONTRACTION JOINTS ARE REQUIRED OF A MINIMUM OF 10' INTERVALS.

2" CLASS II BITUMINOUS CONC.

1 1/4" CLASS II BITUMINOUS

CONC. SURFACE

TACK COAT

6" COMPACTED SUBGRADE

(MIN.) OR "PROOFROLLED"

SATISFACTORILY TO

THE ENGINEER

6" DENSE GRADED

AGGREGATE BASE

18"

3" CLASS II BITUMINOUS CONC.

1 1/4" CLASS II BITUMINOUS

CONC. SURFACE

TACK COAT



SATISFACTORILY TO

THE ENGINEER

8" DENSE GRADED

AGGREGATE BASE

6"x 6" W1.4x W1.4 WWF

TOP OF PAVEMENT

EASE EDGE 1/2" R MIN.

6" 6"

6"

VARIES - SEE PLAN

3"

10"

3"

6"

1'-4"

CONC. SIDE WALK W / BROOM FINISH

TOOLED CURB JOINT

4" CRUSHED STONE

2 #4 BARS CONT.

3'-6" M

IN

.

3'-6" MIN.

4" TYP.

PAINT (WHITE) INT'L SYMBOL

OF DISABLED ACCESSIBILITY @

DISABLED PARKING SPACE (2

COATS PAINT).

COMPACTED SUBGRADE

4" CRUSHED STONE

ASPHALT

2'-0" TYP.

NEENAH DETECTABLE

WARNING PLATES OR EQ.

6"

6'-0" MIN. SEE PLAN 6'-0" MIN.

12:1 MAXIMUM12:1 MAXIMUM

TAPER WALK TO FLUSH TAPER WALK TO FLUSH

TURNED DOWN EDGE

PARKING LOT

PLAN

SEE PLAN FOR

CONDITION AT GRADE

DETECTABLE WARNING PLATE NOTES:

1. REFER TO PLAN FOR

LOCATIONS AND CONDITION OF

TACTILE SURFACE.

2. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR

INSTALLATION.

3. KEEP WET CONCRETE OFF

THE TOP SURFACE OF THE

PLATES AT ALL TIMES.

4. USE RADIUS PLATE

SECTIONS FOR CURVES.

5. COLOR TO BE BRICK RED

SECTION A-A

A

BACKGROUND

SYMBOL IN WHITE ON BLUE

SIGN (12"w. x 18"h.) INT'L.

"VAN ACCESSIBLE"

"ACCESSIBLE PARKING ONLY"

SIGN (12"W X 18" H.) INT'L

SYMBOL IN WHITE ON BLUE

BACKGROUND

#3 TIES AT 12" O.C.

4 - NO. 4 BARS WITH

WITH 2 "U" BOLTS

ATTACH SIGN PANELS TO POST

SEE ABOVE FOR GRAPHICS

REFER TO PLAN FOR CONDITION

(ONE SIGN PANEL PER SIDE)

SIGN POST - PAINT

GALV. STL. SECTIONS FOR

PROVIDE "U" TYPE FLANGED

A

*JOHN BOUCHARD & SONS GRATE TYPE OR EQUAL AS SPECIFIED.

EQUIVALENTS MAY BE ACCEPTED PENDING ENGINEERS REVIEW.

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: A. ARNOLD

DATE: 8/28/2014

JOB NUMBER: L4633

REVISIONS

AR

NO

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ON

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ING

EN

GIN

EE

RIN

GSE

RV

ICE

S, I

NC

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O. B

OX

133

8B

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EN

, KY

421

01PH

ON

E (2

70) 7

80-9

445

SCALE: N.T.S.

Z:SITDEV/C6.0-Details

TEC

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9-3

8-25-14 PER PC COM.

C6.0

DETAILS

PLAN

SECTION

6' LONG PRECAST CONCRETE

WHEEL STOP (PROVIDE (1)

CENTERED ON EACH PARKING

SPACE AS SHOWN ON PLAN)

(3) #3 REBAR

ASPHALT PAVING

PINS ARE #4 REBAR (GALV.) 18"

LONG

3

4"Ø HOLE FOR PINS

8'-0"

1'-0"

4"

9"

2'-6"

FINISH GRADE

REFER TO C3

FOR CONDITION



SATISFACTORILY TO

THE ENGINEER

8" DENSE GRADED

AGGREGATE BASE

SECTION B-B

SECTION A-A

B

B

A

A

PAVED TRANSITION

4" CONCRETE

2" DGA

6" CONCRETE

4" DGA

¼" PER FOOT

SIDEWALK

UTILITY STRIP

5' MIN.

4' MIN.

ALL CONCRETE SHALL BE K.D.O.T. "A"

D.G.A. (DENSE GRADED AGGREGATE) BASE

SHALL BE COMPACTED PRIOR TO

PLACEMENT OF CONCRETE

RADIUS RETURN ELEVATION SHALL MATCH

SIDEWALK ELEVATION AT THE TIE-IN POINT

*SLOPE MAY VARY DEPENDING UPON

WIDTH OF UTILITY STRIP

** DRIVEWAY WIDTH SHALL CONFORM TO

CITY OF BOWLING GREEN TRAFFIC

MANAGEMENT MANUAL

NOTES

2' CURB CUT

VARIES

FACE OF

CURB

2'

PLAN

6"

2'

6"

6"

1"/1' S

LO

P

E

6"

SECTION

SEE SHEET C3

4" BALL VALVE

4" BEEHIVE

GRATE

4" SCH. 40 PVC W/

90° ELBOW

5

5

8

5

5

8

5

5

7

5

5

6

5

5

6

5

5

6

5

5

5

5

5

4

5

5

4

5

5

3

5

5

3

5

5

3

5

5

3

5

5

2

5

5

2

5

5

1

5

5

0

5

4

9

548

5

4

8

547

5

4

7

5

4

6

545

5

4

4

5

4

3

5

4

3

5

4

2


EDUCATION CO-OP

062A-60-009B

DB 942 PG 149

PB 37 PG 488



062A-62

DB 556 PG 546

ZONING: AG

T

E

C

H

N

O

L

O

G

Y

W

A

Y

1

3

2

'

R

/

W

~

P

V

M

T

V

A

R

I

E

S

S

4

4

°

2

6

'

5

7

"

E

8

0

0

.

9

0

'

N

1

4

°

0

7

'0

4

"

E

1

5

0

.4

2

'

C

3

C

4

BM 1

2

5

' P

A

R

K

IN

G

S

E

T

B

A

C

K

5

0

' B

S

B

L

, D

R

A

IN

A

G

E

&

P

U

E

DB 916 PG 456

PARCEL 48

DB 869 PG 547

MP BOOK 14 PG 139

PARCEL I

DB 892 PG 719

9

4

S

P

A

C

E

S

1

5

0

.

0

'

6

0

.

0

'

3

0

0

.

0

'

2

0

1

.

2

'

3

0

0

.

0

'

2

7

.0

'

2

4

.0

'

2

4

.

0

'

2

4

.

0

'

2

4

.

0

'

2

7

.

0

'

2

7

.

0

'

2

4

.

0

'

2

5

.

0

'

2

5

.

0

'

2

5

.0

'

2

5

.0

'

2

0

.

5

'

5

0

.

2

'

5

5

.8

'

S

7

7

°

2

0

' 3

7

" E

4

9

1

.8

0

'

S

2

2

°

0

1

'

1

0

"

E

5

3

8

.

0

1

'

1

3

5

.

4

'

1

6

0

.

0

'

1

1

4

.3

'

1

1

6

.

1

'

1

8

.

0

'

2

0

.

0

'

2

0

.

0

'

9

.

0

'

FFE: 553.70

5

5

7

555

554

553

552

5

5

1

5

5

0

5

4

0

5

4

5

5

4

5

553

5

5

2

5

5

1

5

5

2

5

5

3

5

5

6

5

5

0

549

548

5

4

7

5

4

5

552.0

553.0

543.0

549.5

550.8

5

4

5

5

4

6

5

4

4

5

4

0

5

4

5

5

5

0

5

4

0

5

4

8

545.6

5

5

5

5

5

0

550

553.14

552.18

552.54

552.21

554.61

553.91

550.53

551.50

552.54

554.35

554.64

552.56

553.10

553.10

554.51

555.01

555.60

555.76

555.95

556.16

556.20

554.90

553.79

552.07

551.92

551.75

552.56

553.08

554.17

550.26

556.87

556.69

554.64

554.96

552.48

553.01

550.71

551.18

549.98

548.90

549.70

548.60

549.70

547.17

547.98

548.10

548.99

548.07

549.00

548.10

547.57

548.53

552.99

LANDSCAPE PLAN

FILE PATH:

CHECKED: J. ARNOLD

DRAWN: B.SHIRLEY

DATE: 8/8/2014

JOB NUMBER:

REVISIONS

AR

NO

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S, I

NC

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O. B

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421

01PH

ON

E (2

70) 7

80-9

445

SCALE: 1" = 60'

L1

Z:SITDEV/C2.0-Overall Site Layout


0' 60' 120' 180'

LANDSCAPE NOTES:

1. PLANT MATERIALS SHALL CONFORM IN SIZE AND GRADE TO AMERICAN

STANDARDS FOR NURSERY STOCK. PLANT MATERIALS SHALL BE OF

STANDARD QUALITY TRUE TO NAME AND TYPE, AND FIRST CLASS

REPRESENTATIVES OF THEIR SPECIES OR VARIETY. PLANTS SHALL BE

CAREFULLY LABELED AND SIZES NOTED. RIGHT IS RESERVED TO REJECT

PLANTS CONSIDERED AS UNSATISFACTORY. REJECTED PLANTS SHALL BE

REMOVED FROM SITE. PLANTS SHOULD NOT BE PRUNED PRIOR TO DELIVERY.

HEADING-BACK PLANTS TO MEET SIZES INDICATED IN DRAWINGS SCHEDULE

WILL NOT BE PERMITTED.

2. PLANTS & TREES

A. CONTRACTOR SHALL STAKE THE LOCATION OF EACH TREE AND

SHRUB IN ACCORDANCE WITH THE LOCATIONS SHOWN ON THE

DRAWINGS. STAKING AND LAYOUT WORK SHALL BE DONE SUFFICIENTLY IN

ADVANCE OF PLANTING OPERATION TO PERMIT THE LANDSCAPE DESIGNER

TO CHECK, REVISE IF DESIRED, AND APPROVE THE LOCATIONS BEFORE

DIGGING OPERATIONS BEGIN.

B. EXCAVATE PLANTING BEDS AND POCKETS TO A DEPTH REQUIRED

FOR PLANTINGS.

C. ANY ROCK OR OTHER UNDERGROUND OBSTRUCTION SHALL BE

REMOVED TO DEPTH NECESSARY TO PERMIT PLANTING ACCORDING TO

THESE SPECIFICATION.

D. IN GENERAL, CONTRACTOR SHALL THOROUGHLY WATER ALL PLANTED

AREAS AFTER PLANTING AND IN DRY WEATHER USE ENOUGH WATER TO

THOROUGHLY SOAK ALL TREE PITS BEFORE PLANTING. CONTRACTOR SHALL

MAKE NECESSARY ARRANGEMENTS IN ADVANCE OF START OF THE WORK TO

INSURE THAT AN ADEQUATE SUPPLY OF WATER AND WATERING EQUIPMENT

ARE AVAILABLE WHEN REQUIRED.

3. MULCHING

A. MULCH TOP OF ROOT BALL AND SAUCER WITHIN 48 HOURS TO A

MINIMUM DEPTH OF 2" AND TO A DEPTH NOT TO EXCEED 3".

B. ALL SHADE AND FLOWERING TREES SHALL BE MULCHED WITH THREE

(3) INCHES THICK (SETTLED) AND COVERING AN AREA TWELVE (12) INCHES

GREATER THAN THE DIAMETER OF PIT.

4. PLANT MAINTENANCE

A. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS

PLANTED AND SHALL CONTINUE FOR 90 DAYS AFTER THE LAST PLANT HAS

BEEN INSTALLED.

B. ALL PLANTS SHALL BE KEPT IN A GROWING, HEALTHY CONDITION BY

WATERING, PRUNING, SHEARING, SPRAYING, TIGHTENING OF GUYS,

STRAIGHTENING OF PLANTS WHICH LEAN OR SAG, LIFTING PLANTS WHICH

DEVELOP MORE THAN NORMAL SETTLEMENT, WEEDING, AND BY ANY OTHER

NECESSARY OPERATION OF MAINTENANCE. KEEP ALL PLANTING AREAS FREE

OF WEEDS AND UNDESIRABLE GRASSES.

C. DURING THE MAINTENANCE PERIOD, PLANTS IN AN UNHEALTHY OR

BADLY IMPAIRED CONDITION, SHALL BE REMOVED AND REPLACED

IMMEDIATELY USING SPECIFIED MATERIAL.

5. ACCEPTANCE AND GUARANTEE

A. ANY PLANT REQUIRED UNDER THIS CONTRACT THAT IS DEAD OR

WITHOUT SATISFACTORY GROWTH, AS DETERMINED BY THE LANDSCAPE

ARCHITECT, SHALL BE REMOVED AND REPLACED IN NEXT SPECIFIED PLANTING

SEASON. ANY REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE

AS SPECIFIED AND REPLANTED IN SAME LOCATION FROM WHICH DEAD PLANT

WAS REMOVED AND SHALL BE REPLACED AT NO ADDITIONAL COST.

B. ALL PLANT MATERIAL SHALL HAVE A ONE YEAR WARRANTY FOR

REPLACEMENT.

6. DURING THE BIDDING PROCESS, NO PLANTS MAY BE SUBSTITUTED FOR A

DIFFERENT PLANT. THE PLAN MUST BE BID AS DRAWN.

7. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO COME BACK

AFTER ONE YEAR OF ACCEPTANCE OF THE PLANTING TO REMOVE ANY

STAKES OR GUY WIRES THAT MAY HAVE BEEN USED

8. ANY DISCREPANCY BETWEEN THE PLANTING PLAN AND THE PLANT

SCHEDULE SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE

ARCHITECT AND THE QUANTITIES SHOWN ON THE PLAN SHALL TAKE

PRECEDENCE OVER THE PLANT SCHEDULE.

9. THE OWNER RESERVES THE RIGHT TO ALTER THE PLANTING PLAN AS

SHOWN IN THE AREA OF THE FOUNDATION.

MULCH: ALL SHRUBS THAT ARE SHOW IN GROUPINGS, SHALL BE MULCHED IN A

PLANT BED WITH SHREDDED HARDWOOD MULCH TO A MINIMUM OF 2" AND NOT

GREATER THAN 3" IN DEPTH. IN AREAS OF STEEP SLOPES A FINE GRADE

(NEARLY INVISIBLE) PLASTIC NETTING MAY BE USED TO STABILIZE THE MULCH

BED.

ANNUALS AND PERENNIALS: ANY DESIRED ANNUALS AND PERENNIALS MAY BE

DETERMINED BETWEEN THE PROPERTY OWNER AND THE LANDSCAPE

CONTRACTOR FOR DESIRED COLOR PALETTE.

THIS SHEET FOR LANDSCAPE PURPOSES ONLY

MULCH MOUNDED TO

COVER SIDES OF ROOT

BALL

TOP OF ROOT BALL

KEPT FREE OF ALL BUT

A 1" LAYER OF MULCH.

DO NOT PILE MULCH OR

SOIL AGAINST TRUNK.

FINISHED GRADE.

REMOVE ALL BURLAP

AND WIRE FROM TOP

1/3 OF ROOTBALL

ROOTBALL EVEN WITH

OR SLIGHTLY HIGHER

THAN FINISHED GRADE

DEPTH VARIES, BASED ON

BASED ON SIZE OF ROOTBALL

DO NOT CUT CENTRAL LEADER

FLARE OF TRUNK VISIBLE

ABOVE SOIL LINE.

NO MORE THAN 40% CLEAR

TRUNK UNLESS OTHERWISE

SPECIFIED

TYPICAL PLANTING DETAIL- TREES

NOT TO SCALE

GRADE

3" SOIL SAUCER

2" DOUBLE SHREDDED HARDWOOD

SET TREE LEVEL AND PLUMB-STRAIGHTEN

AFTER SETTLEMENT IF REQUIRED. SET TREE

AND/OR REMOVE WIRE BASKET FROM BALL

REMOVE TOP 1/3 OF BURLAP AND CUT ROPE

WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED

BACKFILL

SUBGRADE

TYPICAL PLANTING DETAIL- EVERGREEN TREES

NOT TO SCALE

DIG A MIN. OF 12' LARGER

TO REDUCE SETTLEMENT

WELL COMPACTED NATIVE SOIL

NATIVE SOIL BACKFILL

3" MULCH (TYPICAL)

ABOVE EXISTING GRADE.

SET TOP OF BALL 1 1/2"

HAIR ROOTS.

OF THE BALL WITH HANDS TO EXPOSE

THE BALL. ROUGHLY RUB ALL SURFACES

DIRECTIONS AT 6 LOCATIONS AROUND

DEEP WITH KNIFE IN VERTICAL

PLANTS, CUT SOIL/ROOT CLUMP 1/2"

BALL. BEFORE PLANTING CONTAINER

REMOVE BURLAP FROM TOP 1/2 OF

TYPICAL SHRUB PLANTING DETAIL

NOT TO SCALE

THAN ROOT BALL

TEC

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CU

LATI

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ILD

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CK

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AN

SPA

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9-3

8-25-14 PER PC COM.

8-28-14 PER PC COM.

Month

Days 1 7 14 21 28 34 41 48 54 61 68 74 81 88 95 101 108 115 121 128 135 141 148 155 162 168 175 182 188 195 202 208 215 222 229

Description Orig DurRem Dur

Notice to Proceed 0 0

Final Design 15 15 Final Design

Premil Fabrication 50 50 Prelim Fabrication

City Plan Review Approval 15 15 City Plan Review Approval

Earthwork 40 40 Earthwork

Concrete Foundations 40 40 Concrete Foundations

Pemb Delivery 0 0 Pemb Delivery

Pemb Erection 20 20 Pemb Erection

Bar Joist Delivery 0 0 Bar Joist Delivery

Masonry Walls 19 19 Masonry Walls

Site Concrete 9 9 Site Concrete

Pemb Roof 29 29 Pemb Roof

Hollow Metal Door Frames 4 4 Hollow Metal Door Frames

Insulated Wall Panel

Delivery 0 0 Insulated Wall Panel Delivery

Insulated Wall Panels 20 20 Insulated Wall Panels

Painting/Caulking 30 30 Painting/Caulking

Electrical Rough-In 20 20 Electrical Rough-In

Steel Handrails/Guardrails 10 10 Steel Handrails/Guardrails

Overhead Sectional Doors 5 5 Overhead Sectional Doors

Dock Seals 5 5 Dock Seals

Set Electrical Panels 5 5 Set Electrical Panels

Exhaust Fans/ Wall Louvers 10 10 Exhaust Fans/ Wall Louvers

Hallow Metal

Doors/Hardware 5 5 Hallow Metal Doors/Hardware

Aluminum Storefront

Windows 10 10 Aluminum Storefront Windows

Pemb Down Spouts/Trim 10 10 Pemb Down Spouts/Trim

Light Fixtures 5 5 Light Fixtures

Stone Under Slab 3 3 Stone Under Slab

Final Grade 5 5 Final Grade

Landscaping 3 3 Landscaping

Final Clean-Up 2 2 Final Clean-Up

Substantial Completion 0 0 Substantial Completion

Punch List 5 5 Punch List

Final Completion 0 0 Final Completion

7 8

2014

1 2 3 4 5 6

detailed development plan kentucky transpark lot 9 … · kelly gotts road loving road...

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