Attachment 03 Original Construction Drawings.pdf

USDA/ARS

Animal Waste Management Research Laboratory Bowling Green, KY

USDA No.: 05-0469 RTKL Project No.: 20-05102.13

100°/o FINAL SUBMISSION April 2, 2010

OWNER

USDA Agricultural Research Service

ARCHITECTURE

RTKL Associates, Inc.

STRUCTURAL ENGINEERING

BFMJ, Inc.

George Washington Carver Center 5601 Sunnyside Avenue Beltsville, MD 20705

2101 L Street, NW Suite 200 Washington, DC 20037

(202) 833-4400

620 East Euclid Avenue Suite 300 Lexington KY 40502

(859) 278-5050

MEP ENGINEERING

CMTA Engineering Consultants 10101 Linn Station Road Suite 530 Louisville, KY 40223

(502) 326-3085

CIVIL ENGINEERING

Hall-Harmon Engineers

1081 Dove Run Road Suite 203 Lexington, KY 40502

(859) 269-3150

COST ESTIMATING

DMS International

5550 Sterrett Place Suite 300 Columbia, MD 21044

(410) 740-1671

DRAWING INDEX

SHEET NUMBER SHEET TITLE

GENERAL

IG-000 COVER SHEET/DRAWING INDEX

,G-101 LIFE SAFETY PLANS & CODE ANALYSIS

CIVIL

C-101 EXISTING SITE SURVEY

C-102 SITE REMOVAL PLAN

C-103 SITE LAYOUT PLAN

C-104 SITE GRADING, DRAINAGE & EROSION CONTROL PLAN

C-105 SITE UTILITY PLAN

C-201 SANITARY SEWER PROFILE

C-401 SITE DETAILS

C-402 SITE DETAILS

C-403 SITE DETAILS

ARCHITECTURE

A-001 ARCHITECTURAL GENERAL INFORMATION

A-101 LEVEL 1 FLOOR PLAN

A-102 MEZZANINE LEVEL FLOOR PLAN AND RCP

A-111 ROOF PLAN

A-121 LEVEL 1 REFLECTED CEILING PLANS

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 EXTERIOR DETAILS

A-402 EXTERIOR DETAILS

A-403 EXTERIOR DETAILS

A-501 INTERIOR ELEVATIONS

A-511 INTERIOR DETAILS

A-601 PARTITION & DOOR TYPES, DETAILS & SCHEDULES

A-602 TOILET FIX, ACCESS., WINDOW & LOUVER TYPES

STRUCTURAL

S-001 STRUCTURAL GENERAL INFORMATION

S-101 FOUNDATION & FRAMING PLANS

S-201 MASONRY WALL ELEVATIONS

S-202 MASONRY WALL ELEVATIONS

S-203 MASONRY WALL ELEVATIONS

S-401 FOUNDATION DETAILS

S-402 FRAMING DETAILS

S-403 ROOF DETAILS

MECHANICAL

M-101 LEVEL 1 FLOOR PLAN - MECHANICAL r------ - .. ----· ---- ----- - ... ----- ----- -- .

M-102 MEZZANINE LEVEL FLOOR PLAN - MECHANICAL

M-401 MECHANICAL LEGEND & DETAILS

M-402 MECHANICAL CONTROL SCHEMATICS

M-601 MECHANICAL SCHEDULES ---- - --- ---- - -----·- -

PLUMBING

P-101 LEVEL 1 - FLOOR PLAN PLUMBING

P-102 MEZZANINE LEVEL FLOOR PLAN - PLUMBING

P-201 PLUMBING DETAILS & SCHEDULES

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL SITE UTILITIES PLAN

E-101 LEVEL 1 FLOOR PLAN - LIGHTING

E-102 I LEVEL 1 FLOOR PLAN - POWER/SYSTEMS

,E-103 -MEZZ. LEVEL FLOOR PLAN - L TG & POWER/SYSTEMS

! E-401 ELECTRICAL DETAILS ---- - -- - -

i E-402 ELECTRICAL DETAILS

! E-403 ELECTRICAL DETAILS

FIRE PROTECTION

~; F_P-_10_1 _____ l~LE_V_EL __ 1_&_M_EZZ_A_N_INELE\fE_L - FIRE PRCJTECTION__ _ __

LOCATION MAP

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TRAVEL DISTANCE: 68 FEET

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(D ~8~~NINE LEVEL LIFE SAFETY PLAN

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=/77 ~ EXIT LOAD: 6 " I/

P"k EXIT CAPACITY: 280 W MIN. WIDTH: 32"

PROVIDED: 42"

LIFE SAFETY LEGEND

~ EXIT LIGHT

FE

0 FIRE EXTINGUISHER ON

WALL BRACKET

FEC

--'[Qr- SEMI-RECESSED FIRE

EXTINGUISHER CABINET

~ EXITARROW

••••• •• TRAVEL PATH

PRIORITY# PARTITION

HIGHEST I 3 HOUR FIRE

2 2 HOUR FIRE I SMOKE

3 2HOURSHAFT

4 2HOURARE

MEDIUM 5 1 HOUR FIRE/ SMOKE

6 I HOUR SHAFT

7 1 HOUR FIRE

8 NON-RATED SMOKE RESISTANT

LOWEST 9 NON-RATED

PLAN GRAPHIC

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FUTURE

GREENHOUSE

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I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

L ______________________ ~

2101 L Street NW, Suite 200 Washington, DC 20037

(202) 833-4400

BUILDING CODE ANAL VSIS

PROJECT LOCATION

230 Bennett Lane Bowling Green, (Warren County) KY 42104

APPLICABLE BUILDING CODES

2006 International Building Code (IBC) 2006 International Mechanical Code 2005 National Electric Code, NFPA 70 2007 Kentucky State Plumbing Code, 2006 National Fuel Gas Code, NFPA 54 2000 Life Safety Code, NFPA 101 2006 International Fire Code 2006 International Energy Conservation Code Amendments from 2007 Kentucky Building Code (KBC)

ACCESSIBILITY GUIDELINES

2003 ICC/ANSI 117.1 • Accessible and Usable Buildings and Facilities 1990 Americans with Disabilities Act, Accessibility Guidelines for Buildings and Facilities (ADAAG) 1988 Uniform Federal Accessibility Standards (UFAS)

BUILDING DESCRIPTION

Fully Sprinklered, Low rise Headhouse Building with Non-Sprinklered Low rise Greenhouse.

OCCUPANCY

Primary Use: B • Business (304.1) Accessory Use: U • Utility and Miscellaneous (312.1)

GENERAL BUILDING LIMITATIONS

Head house Greenhouse

Building Allowable Area Actual Are9 Allow9ble Height Actual Height Headhouse:

Construction Type IIA 23,000GSF 2,519GSF 55'/ 4 Stories 241/ 1 Story

Greenhouse Construction Type VB 5,500GSF 2,613 GSF 40'/ 1 Story 17'/ 1 Story

REQUIRED FIRE-RESISTANCE RATINGS OF STRUCTURAL ELEMENTS

L ,,. Building Element Type II-A

Fire Rating I Code Section

Bearing Walls - Exterior 1 HR Table 601 Bearing Walls - Interior OHR Table 601 Structural Frame OHR Table601 Floor-Ceiling Assemblies OHR Table 601 Roof-Ceiling Assemblies OHR Table601 Type V-B Bearing Walls - Exterior OHR Table 601 Bearing Walls - Interior OHR Table 601 Structural Frame OHR Table 601 Floor-Ceiling Assemblies OHR Table 601 Roof-Ceiling Assemblies

OHR Table 601

AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL BE ALLOWED TO BE SUBSTITUTED FOR 1·HOURFIRE·RESISTANCE•RATED CONSTRUCTION, PROVIDED SUCH SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER PROVISIONS OF THE CODE OR USED FOR AN ALLOWABLE AREA INCREASE IN ACCORDANCE WITH SECTION 506.3 OR AN ALLOWABLE HEIGHT INCREASE IN ACCORDANCE WITH SECTION 504.2. THE 1·HOUR

SUBSTITUTION FOR THE FIRE RESISTANCE OF EXTERIOR WALLS SHALL NOT BE PERMITTED,

INCIDENTAL USE AREAS

MECHANICAL EQUIPMENT ROOM: SEPARATION AND/OR PROTECTION:

'ROOMS WITH BOILERS WHERE THE LARGEST 1 HOUR OR PROVIDE AUTOMATIC

PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 FIRE EXTINGUISHING SYSTEM

HORSEPOWER" (IBC 508.2)

GROUP B • BUSINESS {FULLY SPRINKLERED)

EXIT ACCESS CORRIDORS: NOT REQUIRED TO BE FIRE-RATED (1017.1)

MAXIMUM TRAVEL DISTANCE: 300 FEET 'WITH AUTOMATIC SPRINKLER SYSTEM

THROUGHOUT (1016.1)

MAXIMUM DEAD END: 50 FEET (1017.3)

CORRIDOR WIDTH: 44 INCHES (1017.2)

EGRESS CAPACITY FACTOR FOR STAIRWAYS: 0.2 IN. PER OCCUPANT (1005.1)

EGRESS CAPACITY FACTOR FOR DOORS AND CORRIDORS: 0.15 IN. PER OCCUPANT

(1005.1)

MEZZANINE EGRESS

MECHANICAL EQUIPMENT ROOM

MAXIMUM OCCUPANCY: 3 PERSONS (LSC 7,2.9, 1)

MAXIMUM COMMON PATH OF TRAVEL: 50 FEET. (LSC 7.12.1)

TWO EXIT ACCESS DOORWAYS PER IBC 1015,3

FIRE ESCAPE LADDER AS SECONDARY MEANS OF EGRESS: LSC 7.2.9, 1 (4)

NO, DATE BY DESCRIPTION

AEVISfONS

100°/4 Final Submission ms Agricultural LJ Research

O' 4' 8' 16'

GRAPHIC SCALE NOTE: IFTHIS SHEET

IS NOT 24"x30' GRAPHIC SCALE MUST BE USED.

NORTH

E9

A-E FIRM

PROJECT MANAGER

DESIGNER

SW

CHECKED fll ss

DRAWN BY

SW

USDA

EPM

PPM

SAFETY & HEAL TH

REAL PROPERTY

Service sf---------------1

USDAAWMRL

D Greenhouse/Headhouse Ar------------__, 230 Bennett Lane, Bowling Green, KY 42104

RTI<L PROJECT NO.

20-05102.13 DAlE

04/02/2010

LIFE SAFETY

PLANS&CODE

ANALYSIS

DWGNQ.

G-101

SHEET OF

EXISTING

~ / 1 T/R ?f~'"=55~2es.3"'6J

INY NW ~ 555.26

, _)NV SE = 555.41

x-'---X x----X

-- / 4' BLACK .WOOD

,/' PLAN~·-fENCE

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f cdfusr\ ' ' i

48", OAK

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·--GRASS--

O' 15' l&-(YSTAMPED

·- "JAMES R ADAMS

Pl.S 1891" SET _____ IN • .C£1:l53··_· -➔

30'

5" LOCUST

--GRASS--

I

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/ IPC STAMPED .~' l "JAMES R ADAMS '

PLS 1891" SET

IN CONC ; _._ __ _

60'

KITTY

LL·HARMO

15,486

NORTH

GRAPHIC SCALE 0

EXISTING SITE SURVEY GENERAi NOTES·

1. THE TOPOGRAPHIC AND PLANIMETRIC SURVEY USED TO DEVEi.OP THIS SITE PLAN WAS PROVIDED BY HAlL-HARMON ENGINEERS, INC. IN NOVEMBER 2005. THE EXISTING UNDERGROUND UTILITY LOCATIONS, SIZES AND TYPES HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS, MAPS, RECORDS, AS FIELD MARKED BY UTILITY OWNERS AND FROM VISIBLE INSPECTION DURING THE TIME OF THE SURVEY THEREFORE UTILITIES SHOWN HEREON MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF ALL UTILITIES AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON THIS SITE SURVEY SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

2. HAlL-HARMON ENGINEERS, INC. DOES NOT WARRANTY DR GUARANTEE THAT THE INFORMATION SHOWN ON THE CML SITE DRAWINGS IS ACCURATE OR COMPLETE. IT IS NOTED THAT UTILITY OWNERSHIP, GOVERNING AGENCY JURISDICTION AND OTHER SUCH ADMINISTRATIVE CONDITIONS MAY NOT BE ACCURATELY REFLECTED IN THE CML SITE DRAWINGS. THE CML SITE DRAWINGS REFLECT THE CONDITIONS DURING THE TIME OF THE ORIGINAL DESIGN PHASE BASED UPON THE ORIGINAL SURVEY

FROM NOVEMBER 2005.

3. ANY PERSONS USING THE INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY Of ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. PRIOR TO ANY DESIGN OR CONSTRUCTION IT IS RECOMMENDED THAT THE UTILITIES BE FIELD VERIFIED. THE UTILITIES SHOWN HEREON ARE ONLY APPROXIMATE AND THERE IS THE POSSIBILITY THAT ADDITIONAL UTILITY LINE(S) NOT DISCOVERED DURING THE FIELD SURVEY, COULD EXIST.

4. THE SITE AS SHOWN ON THIS DRAWING IS LOCATED IN ZONE X (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY NUMBER 21227C0303E, REVISED DATE MAY 2, 2007.

MAP

5. THIS DRAWING DOES NOT REPRESENT A BOUNDARY SURVEY. THE BOUNDARY INFORMATION SHOWN ON THIS DRAWING IS

, PROVIDED FOR INFORMATION ONLY AND THEREFORE SHOULD BE CONSIDERED APPROXIMATE.

6, KENTUCKY REVISED STATUTES (KRS 367.4901 THRU 367.4917) REQUIRES THAT ALL PERSONS PLANNING EXCAVATING OR DEMOLITION WORK SHALL CONTACT OWNER, ALL UTILITY COMPANIES IN THE AREA AND/OR KENTUCKY 811 (BEFORE-YOU-DIG) AT 1-800-752-6007 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING ANY CONSTRUCTION WORK FOR INFORMATION ON THE LOCATION Of EXISTING UNDERGROUND UTILITIES. OWNERS OF UTILITIES INVOLVED MAY

INCLUDE, BUT MAY NOT BE LIMITED TO THE FOLLOWING:

WATE~ & SANITARY S~ER:

WARR N COUNTY WAi-DISTRICT

CONTACT: TIM MINNICKS

P.O. BOX 10180

523 US 31W BYPASS

BOWLING GREEN. KY 42102-4780

TELEPHONE: (270) 842-0052 EXT.

NATURAi ~~:

ATMOS EN GY CORPORATION

CONTACT: DON BONNER

TELEPHONE;

BELL SOUTH

CONTACT: TRACY THOMAS

1061 LOVERS LANE

BOWLING GREEN, KY 42103

TELEPHONE: (270) 846-3033

INSIGHT COMMUNICATIONS

CONTACT: TOM (TOSH) MRACEK

P.O. BOX 659

2850 RUSSELLVILLE ROAD

BOWLING GREEN, KY 42101

TELEPHONE: (270) 901-1705

515 DOUBLE SPRINGS ROAD

BOWLING GREEN, KY 42102-0659

TELEPHONE: (270) 780-2186

ELECTRIC·

WRECC

CONTACT: STEVEN GWINN

P.O. BOX 1118

951 FAIRVIEW AVENUE

BOWLING GREEN, KY 42102-1118

TELEPHONE: (270) 842-6541, EXT. 2212

SURVEY CONTROL SUMMARY

CP# NORTHING EASTlNG ELEVATION DESCRIPTION

CP#1 -419.5290 18318.5700 563.277 IRON PIN & CAP

CP#2 -697.4054 18547.7395 567.135 !RON PIN &: CAP

CP#3 -212.0509 18660.9133 572.450 !RON PIN & CAP

CP#4 -421.1542 18846.7617 570.435 IRON PIN & CAP

CP#5 -355.1755 18423.7241 568.807 MAG NA!L

CP#6 -313.6454 18332.2197 565.927 MAG NAIL

CP#7 -·390.2092 18275.2135 563.266 MAG NA!L

CPf8 -698.6265 18529.8B13 567.778 MAG NAIL

®If;. ORIGIN OF HORIZONTAL ANO VERTICAL CONTROL BASED UPON

INFORMATION PROVIDED BY USDA.

ABBREVIATIONS

8/L

CMP

co

CONC

CP

E, ELEC.

ELEV.

FFE

FH

INV

IPC

KYTC

N pp

PVC

R

RCP

s T T/R

TYP

UE

UT

WCWD

W/

BUILDING LINE

CORRUGATED METAL PIPE

CLEAN OUT

CONCRETE

CONTROL POINT

ELECTRIC

ELEVATION

FINISH FLOOR ELEVATION

FIRE HYDRANT

INVERT

IRON PIN WITH CAP

KY TRANSPORTATION CABINET

NORTH

POWER POLE

POLYVINYL CHLORIDE

RADIUS

REINFORCED CONCRETE PIPE

SOUTH

TELEPHONE

TOP OF RIM

TYPICAL

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

WARREN COUNTY WATER DISTRICT

WITH

ll'llil.J 2101 L Street NW, Suite 200

Washington, DC 20037

(202) 833-4400

NO, OATE

I EGEND

EXISTING

CP#3£

EMl8l E

-E-

- -UE- --

- -lJT- -ljl

@WM

NWV

1:J'FH

---ll----ll---

PROPOSED

fiJ 0/iJ

-E-

--;JE- -

- -;JO- -

-1 ........ --1 ...... -

1><1 GV l><I GV -G- -G

:::::: =STORM:-,:: = =STORM=

--x-- -x-- G----0

BY

--SF--

...Q,_

Ill g

· /I/I/II/II

REVISIONS

CONTROL POINT

BOLLARD

POWER POLE

LIGHT POLE

LANDSCAPE LIGHT

ELECTRIC METER

GUY WIRE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND TELEPHONE LINE

TELEPHONE PEDESTAL

WATER METER

WATER VALVE

FIRE HYDRANT

WATER LINE

GAS METER

GAS VALVE

GAS LINE

STORM LINE

CLEAN OUT

SANITARY MANHOLE

SANITARY LINE

INDEX CONTOUR

INTERMEDIATE CONTOUR

SPOT ELEVATION

DITCH/SWALE FLOW LINE

FENCE LINE

SILT FENCE

SIGN

DECIDUOUS TREE

SHRUB

GRAVEL

CONCRETE

TO BE REMOVED

CONSTRUCTION LIMITS

DESCRIPTION

100% Final Submission

A-E FIRM USDA

u s D A

Agricultural Research Service

PROJECT MANAGER EPM

DESIGNER PPM

KHH

CHECKED BY SAFETY & HEALTH

LOH

DRAWN BY REAL PROPERTY

DJB

USDAAWMRL

Greenhouse/Head house

230 Bennett Lane, Bowling Green, KY 42104 RTKl PROJECT NO.

EXISTING SITE

SURVEY

OWGNO.

20-05102.13

DATE C-101

04/02/2010

/1;

z

T/R . 562.36

INV NW = 555.26

!NV SE = 555.4 1

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5'

STUB

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X

C1

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' C1

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C1

:c <J

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.1

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IPC STAMPED X ~

I

I "JAME R AbAMS

PLS' 1891"

'"'-I

CONC 1

CURB !

j

JO·

C

C v->-0

INV _b,562.84 i Ix

>;'.j P /LE

~i~~-GRAS1--, i l O -- / ro :r:

I l ► / ' J>- ! N oz ,,/ (Jl 7' • •

M --+-

DECK

BUILDING 2

MICROBIOLOGY

--ASPHALT--

DECK

CONC

WHEEL

STOP

RAMP

BUILDING 3

SOIL

INSTRUMENTATION

DECK

--ASPHALT--

ELEC

BOX/

I

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---I - UE

--GRASS--

1:&f~~.L-----'r:;:ij \

BUILDING 1 ::

ADMINISTRATION

DECK DECK

RAMP

' CONC

I WHEEL

I

'\ STOP

C.

-I

--ASPHALT--

I

) DECK RAMP

co

FFE - 573.00

BUILDING 4

HYDROLOGY

-;::, ~co~=~~~~-:_-,s;:_,-~t~_c::::."'_,.4...::,'";:::::PV=C~_ JAN '® / ,::,Y,.

/ "'- FENCE / /

10 ,,,,- $' CHAIN CHANGE 10

+--ftcf-1::-,f-H- Y.;111/l!!ltf/J/111!#-1-1---tJ+J,!-f-l' X,F-b<--t-1-rr

--GRASS--

i

--GRAVEL--J

~ v/\ ---:::,.....,Y 'NVf 566. -24,,:,..fi

--GRAVEL--

C1

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CT'\

I \~

-1

WATER

SPIGOT

N ()1 ro "'r

;o .

--GRASS--

X~tPC, STAMPED I • '.'JAMES Rf ADAMS

· • PLS 1 91"

I

--A PHALT _;_

t''. FFE = X573,01 t, MULTIPURPOSE

BUILDING

FFE = 572.92

TTTTJ

SHED

X

X

X

--GRASS--

X

I

I

I

CONSTRUCTION LIMITS

X

X

CONSTRUCTION LIMITS ----

S[E REMOVAL PLAN GENERAL NOTES;

1, THE GENERAL INTENT OF THE WORK SHOWN ON THIS PLAN IS TO REMOVE EXISTING srrE IMPROVEMENTS, UTILrrlES, STRUCTURES, ETC. >:5 REQUIRED FOR THE CONSTRUCTION OF NEW srrE WORK >:5 INDICATED ON OTHER DRAWINGS WHILE THE ADJACENT FACILrrlES REMAIN IN FULL OPERATION. COORDINATION BETWEEN CONTRACTOR, SUBCONTRACTORS. UTILI1Y OWNERS. USDA. AND WESTERN KENTUCKY UNIVERSl1Y SHALL BE REQUIRED PRIOR TO BEGINNING REMOVAL WORK.

2. THE TOPOGRAPHIC AND PLANIMETRIC SURVEY USED TO DEVELOP THE SITE PLANS W>:5 PROVIDED BY HALL-HARMON ENGINEERS, INC. IN NOVEMBER 2005. THE EXISTING UNDERGROUND UTILITY LOCATIONS. SIZES AND 1YPE HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS, MAPS, RECORDS, AS FIELD MARKED BY UTILITIES AND FROM VISIBLE INSPECTION DURING THE TIME OF THE SURVEY THEREFORE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF ALL UTILITIES AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO ANY EXCAVATION OR SUBSURFACE INVESTIGATION. HALL-HARMON ENGINEERS, INC. DOES NOT WARRAN1Y OR GUARANTEE THAT THE INFORMATION SHOWN HEREON IS ACCURATE OR COMPLETE. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

3. PRIOR TO ANY CONSTRUCTION ACTIVrTIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING UTILrTIES WITHIN THE CONSTRUCTION LIMITS, SHOULD DAMAGE OCCUR TO EXISTING OR PROPOSED UTILITIES DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILI1Y TO REPAIR AND/OR REPLACE SAID DAMAGE AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO UTILITY OWNERS, USDA AND WESTERN KENTUCKY UNIVERSl1Y. FINISHED REPAIRS

AND/OR REPLACEMENTS SHALL MEET THE APPROVAL OF THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL FIELD STAKE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ALL CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE CONSTRUCTION LIMITS UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

5. CONTRACTOR LAYDOWN, STAGING, STORAGE AND PARKING AREAS SHALL BE LOCATED WITHIN THE CONSTRUCTION LIMITS AS SHOWN. THE AREAS SHALL BE RESTORED TO ORIGINAL OR PROPOSED CONDITION AFTER CONSTRUCTION IS COMPLETED. CONTRACTOR MAY UTILIZE ADDrTIONAL AREAS UPON OBTAINING APPROVAL FROM THE CONTRACTING omcER. AREAS SHALL BE LOCATED WHERE VEHICULAR AND PEDESTRIAN TRAFFIC ARE NOT OBSTRUCTED AND WHERE AN UNSIGHTLY APPEARANCE, >:5

DETERMINED BY THE CONTRACTING OFFICER, WILL NOT EXIST.

6. CONTRACTOR SHALL PROTECT EXISTING UTILrrlES, VEGETATION, STRUCTURES, PAVEMENTS, PROPER1Y CORNERS, ETC. TO REMAIN UNLESS OTHERWISE NOTED TO BE

REMOVED.

7. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAmc TO ALL ADJACENT FACILITIES AND ROADWAYS DURING CONSTRUCTION, ALL PAVEMENT MARKING, SIGNAGE AND OTHER NECESSARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH 'THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ROADS (MUTCD)", CURRENT EDrTION. CONTRACTOR SHALL MAKE PROVISIONS FOR EXPEDITIOUSLY CLEANING MUD AND DEBRIS FROM STREETS AND OTHER NECESSARY

CONTROLS AND SAFE1Y MEASURES.

8. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED UTILITY SERVICE TO ADJACENT FACILITIES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WORK WITH UTILITY

OWNERS, USDA AND WESTERN KENTUCKY UNIVERSITY.

9. ALL UNSUITABLE AND W>:STE MATERIALS INDICATED TO BE REMOVED SHALL BE REMOVED. TRANSPORTED AND DISPOSED OF OFF USDA PROPER1Y IN ACCORDANCE wrrH

ALL LOCAL, STATE AND FEDERAL REGULATIONS,

10, REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR PROPOSED BUILDING WORK.

11. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR PROPOSED ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION BUILDING

AND SITE WORK.

12. REFER TO EXISTING SITE SURVEY FOR EXISTING srrE CONDrrlONS, SURVEY CONTROL INFORMATION, LEGEND AND ABBREVIATIONS, 13, REFER TO SITE LAYOUT PLAN FOR PROPOSED SITE IMPROVEMENTS WORK.

14. REFER TO SITE GRADING, DRAINAGE &: EROSION CONTROL PLAN FOR PROPOSED GRADING, STORM DRAINAGE AND EROSION CONTROL SITE WORK.

15. REFER TO SITE UTILrrY PLAN FOR PROPOSED NATURAL GAS, WATER AND SANITARY SEWER SITE WORK.

SITE REMOVAL PLAN SHEET NOTES;

REMOVE EXISTING 5' HIGH CHAIN LINK FENCE TO NEAREST POST. SECURE SITE PRIOR TO REMOVAL OF EXISTING FENCE AND GATES.

REMOVE EXISTING 16' WIDE X 6' HIGH DOUBLE SWING GATE. SECURE SITE PRIOR TO REMOVAL OF EXISTING FENCE AND GATES.

REMOVE EXISTING 4' HIGH ELECTRIC FENCE TO NEAREST POST AND RELOCATE AS INDICATED ON SHEET C-103, REMOVE EXISTING GRAVEL FROM AREAS TO BE SEEDED PRIOR TO FINAL GRADING AND TOPSOIL PLACEMENT.

PROTECT EXISTING TREE TO REMAIN.

PROTECT EXISTING FENCE TO REMAIN.

PROTECT EXISTING WATER SPIGOT AND WATER SERVICE LINE TO REMAIN.

SEE ELECTRICAL SITE UTILITIES PLAN FOR SITE ELECTRICAL REMOVAL WORK

PROTECT EXISTING STORM PIPE TO REMAIN.

PROTECT EXISTING UNDERGROUND UTILITIES TO REMAIN.

PROTECT EXISTING BENNETT LANE PAVEMENT TO REMAIN.

KITTY

ll•HM:Mo 15,4go l\'ll{J_..

2101 L Street NW, Suite 200

Washington, DC 20037

(202) 833-4400

100% Final Submission

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

PROJECT MANAGER EPM

u s D A

USDAAWMRL

Greenhouse/Head house

20'

I

40'

NORTH

DESIGNER

KHH

CHECKED BY

LDH

DRAWN BY

DJB

PPM

SAFETY & HEALTH

REAL PROPERTY

RTKL PROJECT NO.

20-05102.13

DATE

04/02/2010

230 Bennett Lane, Bowling Green, KY 42104

SITE REMOVAL PLAN

OWGNO.

C-102

CP#7

FH

IPC I STAMPED X

I "JAME~ R ADAMS

PLS 1891"

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SJTE LAYQUT PLAN GENERAL NOTES:

1. THE GENERAL INTENT OF THE WORK SHOWN ON THIS PLAN IS TO PROVIDE NEW SITE IMPROVEMENTS WHILE THE ADJACENT FACILITIES REMAIN IN FULL OPERATION.

2. THE TOPOGRAPHIC AND PLANIMETRIC SURVEY USED TO DEVELOP THE SITE PLANS WAS PROVIDED BY HALL-HARMON ENGINEERS, INC. IN NOVEMBER 2005. THE EXISTING UNDERGROUND UTILITY LOCATIONS, SIZES AND TYPE HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS, MAPS, RECORDS, AS FIELD MARKED BY UTILITIES AND FROM VISIBLE INSPECTION DURING THE TIME OF THE SURVEY THEREFORE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF ALL UTILITIES ANO STRUCTURES EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO ANY EXCAVATION OR SUBSURFACE INVESTIGATION. HALL-HARMON ENGINEERS, INC. DOES NOT WARRANTY OR GUARANTEE THAT THE INFORMATION SHOWN HEREON IS ACCURATE OR COMPLETE. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

3. DIMENSIONS SHALL NOT BE SCALED FROM DRAWING. SHOULD DISCREPANCIES OCCUR IN THE DIMENSIONS ON THESE PLANS, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY.

4. CONTRACTOR LAYDOWN, STAGING, STORAGE AND PARKING AREAS SHALL BE LOCATED WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. AREAS SHALL BE RESTORED TO ORIGINAL OR PROPOSED CONDITION AFTER CONSTRUCTION IS COMPLETED. CONTRACTOR MAY UTILIZE ADDITIONAL AREAS UPON APPROVAL FROM THE CONTRACTING OFFICER. AREAS SHALL BE LOCATED WHERE VEHICULAR AND PEDESTRIAN TRAFFIC ARE NOT OBSTRUCTED AND WHERE AN UNSIGHTLY APPEARANCE, AS DETERMINED BY THE CONTRACTING OFFlCER, WILL NOT EXIST.

5. PRIOR TO ANY CONSTRUCTION ACTNITY, THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS AND B-U-D TO VERIFY THE LOCATION, SIZE AND TYPE OF UTILITIES.

SHOULD ANY DAMAGE TO THE EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AT CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO

UTILITY OWNER, USDA AND WESTERN KENTUCKY UNIVERSITY.

6, CONTRACTOR SHALL FIELD STAKE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ALL CONSTRUCTION ACTMTY SHALL OCCUR WITHIN THE CONSTRUCTION LIMITS UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFlCER.

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7. CONTRACTOR SHALL PROVIDE ALL HORIZONTAL AND VERTICAL CONSTRUCTION STAKING FOR ALL SITE WORK AND BUILDING LAYOUT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING BUILDING COORDINATES AND ELEVATIONS SHOWN ON THE SITE PLANS WITH THE ARCHITECTURAL AND STRUCTURAL PLANS PRIOR TO FlELD STAKING AND CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOllFY THE CONTRACTING OFFICER IMMEDIATELY. GV

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8. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFlC TO ALL ADJACENT FACILITIES AND ROADWAYS DURING CONSTRUCTION. ALL PAVEMENT MARKING, SIGNAGE, AND OTHER NECESSARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH "rHE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ROADS (MUTCD)", CURRENT EDITION. CONTRACTOR SHALL MAKE PROVISIONS FOR EXPEDITIOUSLY CLEANING MUD AND DEBRIS FROM STREETS AND OTHER

NECESSARY CONTROLS AND SAFETY MEASURES.

9. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED UTILITY SERVICE TO ADJACENT FACILITIES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WORK WITH

UTILITY OWNERS, USDA AND WESTERN KENTUCKY UNNERSITY.

10. ALL HANDICAP ACCESSIBLE SITE FEATURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH "THE AMERICANS WITH DISABILITIES ACT" (ADA) 28 CFR PART 36 "ADA

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES".

11. SIDEWALKS AND STOOPS SHALL BE CENTERED AROUND DOORWAYS. SEE ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS.

12. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR PROPOSED BUILDING WORK,

13. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR PROPOSED ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION

BUILDING AND SITE WORK.

14. REFER TO EXISTING SITE SURVEY FOR EXISTING SITE CONDITIONS, SURVEY CONTROL INFORMATION, LEGEND AND ABBREVIATIONS.

15. REFER TO SITE REMOVAL PLAN FOR EXISTING SITE IMPROVEMENTS TO BE REMOVED,

16. REFER TO SITE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PROPOSED GRADING, STORM DRAINAGE AND EROSION CONTROL SITE WORK.

17. REFER TO SITE UTILITY PLAN FOR PROPOSED NATURAL GAS, WATER AND SANITARY SEWER SITE WORK.

SITE I AYO\ IT PLAN SHEET NOTES;

BASE BIO:

0 NEW GRAVEL ACCESS DRIVE AND PARKING AREAS. SEE DETAIL 1 ON SHEET C-4-01.

© NEW HEAOHOUSE AND GREENHOUSE.

@ NEW CONCRETE STOOP. SLOPE AWAY FROM BUILDING. SEE DETAIL 9 ON SHEET C-4-01.

© NEW CONCRETE SIDEWALK. SLOPE 2% MINIMUM AWAY FROM BUILDING. SEE DETAIL 9 ON SHEET C-401.

@ NEW CONCRETE PAVEMENT. SEE DETAIL 11 ON SHEET C-401.

© NEW 4' X 8' CONCRETE PAD FOR MECHANICAL ROOM CONDENSER UNIT. SEE MECHANICAL DRAWINGS AND DETAIL 10 ON SHEET C-401.

(j) NEW 5' X :r CONCRETE PAD FOR OPTIONAL COLD ROOM CONDENSER. SEE MECHANICAL DRAWINGS AND DETAIL 10 ON SHEET C-401.

© NEW BOLLARD. SEE DETAIL 8 ON SHEET C-401.

® NEW 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE. SEE DETAILS 12 AND 14 ON SHEET C-402.

@ NEW 6' HIGH X 22' WIDE CANTILEVERED SLIDING GATE WITH BLACK VINYL COATED CHAIN LINK FABRIC. SEE DETAIL 13 ON SHEET C-4-02.

@ NEW LOCATION FOR EXISTING ELECTRIC FENCE REMOVED AS INDICATED ON SHEET C-102. PROVIDE ADDITIONAL NEW FENCE TO MATCH EXISTING AS REQUIRED.

@ NEW SEEDING AND PROTECTION. ALL AREAS DISTURBED SHALL BE SEEDED AND PROTECTED UNLESS OTHERWISE NOTED TO BE PAVED OR BUILT UPON.

@ NEW CONCRETE PAD FOR EVAPORATIVE COOLING RACK AND PINION SYSTEM. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS.

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OPTION ITEM 3:

NEW FULL DEPTH ASPHALT PAVEMENT FOR NEW ACCESS DRIVE AND PARKING AREAS. PROVIDE ASPHALT LEVELING AND WEDGING COURSE AS REQUIRED FOR SMOOTH TRANSITION BETWEEN EXISTING AND NEW PAVEMENTS. GRADE ADJACENT EARTH AREAS AND PAVEMENT TO DRAIN AWAY FROM BUILDINGS AND REGRADE AND OR FILL ANY LOW SPOTS TO ELIMINATE PONDING SURFACE WATER. SEE DETAIL 2 ON SHEET C-401.

NEW ASPHALT PAVEMENT JUNCTURE. PROVIDE SMOOTH AND UNIFORM, TRUE TO GRADE JUNCTURE WITH EXISTING PAVEMENTS ALLOWING FOR POSITNE DRAINAGE.

SEE DETAIL 3 ON SHEET C-401.

NEW PRECAST CONCRETE WHEEL STOP. TYPICAL OF 9. SEE DETAIL 4 ON SHEET C-401.

NEW 4" WIDE PAVEMENT MARKING F'OR PARKING SPACES. TYPICAL OF 9 PARKING SPACES. SEE

DETAIL 5 ON SHEET C-401.

NEW HANDICAP ACCESSIBLE PARKING PAVEMENT MARKING. SEE DETAILS 5 AND 6 ON SHEET C-401.

NEW HANDICAP ACCESSIBLE PARKING SIGN, SEE DETAIL 7 ON SHEET C-401.

1{11{1.J 2101 L Street NW, Suite 200

Washington, DC 20037

(202) 833-4400

100% Final Submission

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

KHH

NO.

u s D A

DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

USDAAWMRL

Greenhouse/Head house

230 Bennett Lane, Bowling Green, KY 42104

XklPC STAMPED "JAMES Rf ADAMS

PLS 1 91"

O' 10' 20' 40'

CHECKED BY

NORTH

SAFETY & HEALTH RTKl PROJECT NO.

SITE LAYOUT PLAN

DWGNO.

-----1-~

GRAPHIC SCALE

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LOH 20-05102.13

DRAWN BY

DJB

REAL PROPERTY DATE

04/02/2010 C-103 j

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SITE GRADING DRAINAGE & EROSION CONTROL PLAN GENERAL NOTES·

1. THE GENERAL INTENT OF THE WORK SHOWN ON THIS PLAN IS TO PROVIDE SITE GRADING, DRAINAGE AND EROSION CONTROL WHILE THE ADJACENT FACILITIES

REMAIN IN FULL OPERATION.

2. THE TOPOGRAPHIC AND PLANIMETRIC SURVEY USED TO DEVELOP THE SITE PLANS WAS PROVIDED BY HALL-HARMON ENGINEERS, INC. IN NOVEMBER 2005. THE EXISTING UNDERGROUND UTILITY LOCATIONS, SIZES AND TYPE HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS, MAPS, RECORDS, AS FIELD MARKED BY UTILITIES AND FROM VISIBLE INSPECTION DURING THE TIME OF THE SURVEY THEREFORE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF ALL UTILITIES AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILrTY OF THE CONTRACTOR PRIOR TO ANY EXCAVATION OR SUBSURFACE INVESTIGATION. HALL-HARMON ENGINEERS, INC. DOES NOT WARRANTY OR GUARANTEE THAT THE INFORMATION SHOWN HEREON IS ACCURATE OR COMPLETE. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANO SECURING ALL REQUIRED PERMITS INCLUDING GRADING PERMIT FROM THE CITY OF BOWLING GREEN ANO THE SUBMISSION OF A NOTICE OF INTENT (NOil FOR STORMWATER DISCHARGE WITH THE KENTUCKY DMSION OF WATER PRIOR TO ANY CONSTRUCTION ACTMTY. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION /NOT) TO THE KENTUCKY DIVISION OF WATER. CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFlCER WffH COPIES OF ALL PERMIT APPLICATIONS ANO ALL PERMITS OBTAINED.

4. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS. SHOULD DAMAGE OCCUR TO EXISTING OR NEW UTILITIES DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR ANO/OR REPLACE SAID DAMAGE AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO UTILITY OWNERS, USDA AND WESTERN KENTUCKY UNIVERSITY.

FINISHED REPAIRS AND/OR REPLACEMENTS SHALL MEET THE APPROVAL OF THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL FOLLOW KENTUCKY CLEAN WATER LAW (KYCWL) REQUIREMENTS FOR CONSTRUCTION ACTIVITY. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.

6. CONSTRUCTION EMPLOYEES AND SUBCONTRACTORS OF THE CONTRACTOR SHALL BE PROPERLY EDUCATED AND TRAINED ON THE REQUIREMENTS FOR IMPLEMENTATION OF THE EROSION ANO SEDIMENT CONTROL Pl.AN.

7. EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE ANO FUNCTIONAL BEFORE EARTH MOVING OPERATIONS BEGIN AND MUST BE PROPERLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE CONTRACTING OFFICER OR THE GOVERNING AGENCY. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM OF 0.5 INCHES OR GREATER. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MADE

IMMEDIATELY WITHIN 24 HOURS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION ENTRANCES AND SHALL KEEP ALL ROADS AND STREETS FREE FROM MUD, DIRT AND DEBRIS.

9. IN ADDITION TO PREVENTING SEDIMENT ANO EROSION DURING CONSTRUCTION, THE CONTRACTOR MUST MINIMIZE OR ELIMINATE THE POTENTIAL FOR CHEMICAL CONTAMINANTS TO ENTER THE SOIL OR BE CARRIED ACROSS THE SITE BY STORM WATER. POTENTIAL CONTAMINANTS NORMALLY ASSOCIATED WITH CONSTRUCTION

~~ri~ I~Yif0Jo~~&c~ro~NgEgk1§EL Wl\•:o'f!~W'Et-lu~I~~ti~ J~~I}§ §~ ~~~f~JN\<Htrt.l~tt~in~i3~~NA~~p~~112i~tzl¥~fs~I~¾N~R t~'-\HESE

CONTAMINANTS TO REACH THE SOIL AND/OR DRAINAGE SYSTEMS.

10. ALL SPOT ELEVATIONS AND CONTOURS INDICATE FINISH GRADE OF SURFACE. CONTRACTOR SHALL MAKE ADJUSTMENTS TO ESTABLISH GRADES OF SUBBASE OR SUBGRADE AND MINOR GRADE ADJUSTMENTS OF STRUCTURES TO ACCOMMODATE POSITIVE DRAINAGE FOR ACTUAL SITE CONDITIONS. PROVIDE GRADING FOR POSITIVE DRAINAGE AWAY FROM BUILDING. FILL LOW SPOTS AND GRADE AREA TO ELIMINATE PONDING AND DIRECT RUNOFF TO SWALES OR DRAINAGE STRUCTURES.

11. SLOPES WITHIN HANDICAP PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES AND SHALL NOT TO EXCEED 1 :50 (2%) IN ALL

DIRECTIONS.

12. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE EARTHWORK (EXCAVATION ANO EMBANKMENT) QUANTITIES.

13. FOR GEOTECHNICAL INFORMATION, REFER TO "FINAL POR REPORT OF GEOTECHNICAL EXPLORATION" DATED MARCH 31, 2006 AS PREPARED BY FMSM ENGINEERS.

14. AREAS TO BE FILLED, EXCAVATED~ LANDSCAPED, REGRADED OR BUILT UPON SHALL BE STRIPPED OF ALL VEGETATION,._ TOPSOIL AND OTHERWISE DELETERIOUS MATERIALS. ALL TOPSOIL SHALL BE S10CKPILED FOR REDISTRIBUTION. STOCKPILE AREAS SHALL HAVE SOIL EROSION PRO,eCTION IN THE FORM OF SILT FENCING

INSTALLED AROUND THE PERIMETER OR OTHER SUCH MEASURES.

15. CONTRACTOR SHALL PROVIDE REDISTRIBUTION OF STOCKPILED OR IMPORT TOPSOIL AS REQUIRED OVER ALL FINISHED GRADE SOIL AREAS TO A MINIMUM OF 6 INCHES AND PROVIDE FlNAL SITE GRADING TO INSURE POSITIVE DRAINAGE AWAY FROM BUILDING. AFTER FINAL GRADIN<i, ANY LOW SPOTS WHICH ALLOW WATER ro POND SHALL BE REGRADED AS NECESSARY TO ELIMINATE PONDING. CONTRACTOR SHALL MAKE ANY NECESSARY MINOR GRADc ADJUSTMENTS AS REQUIRED TO BEST FlT THE ACTUAL SITE CONDITIONS. CONTRACTOR SHALL PROVIDE BORROW MATERIAL AS REQUIRED FOR FILLING EXCAVATIONS, HOLES AND OTHER SUCH OPENINGS.

16. ALL EARTH GRADED AREAS SCARRED OR DENUDED BY THE CONSTRUCTION ACTNITY SHALL BE TEMPORARILY OR PERMANENTLY SEEDED AND PROTECTED IN ADDITION TO THE PROVISIONS OF OTHER EROSION AND SEDIMENT CONTROL MEASURES OR LANDSCAPING "5 REQUIRED UNLESS OTHERWISE NOTED TO BE PAVED OR BUILT UPON.

17. ALL UNSATISFACTORY WASTE MATERIALS AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL STATE AND FEDERAL REGULATIONS AND CODES. ALL EXCESS SATISFACTORY SOIL MATERIALS SHALL BE WASTED ON SITE AND GRADED TO DRAIN AT LOCATIONS AS DIRECTED BY THE CONTRACTING OFFICER. NO BURNING OR BURYING OF TREES, BRUSH, CONSTRUCTION DEBRIS, RUBBISH, ETC. SHALL BE ALLOWED ON-SITE

UNLESS APPROVED BY THE CONTRACTING OFFICER.

"\ 18, REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR PROPOSED BUILDING WORK.

j

X

X

X

X

X

X

X

X Sf X

19. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR PROPOSED ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION

BUILDING AND SITE WORK.

20. REFER TO EXISTING SITE SURVEY FOR EXISTING SITE CONDITIONS, SURVEY CONTROL INFORMATION, LEGEND ANO ABBREVIATIONS.

21. REFER TO SffE REMOVAL PLAN FOR EXISTING SITE IMPROVEMENTS TO BE REMOVED.

22. REFER TO SITE LAYOUT PLAN FOR PROPOSED SITE IMPROVEMENTS WORK.

23. REFER TO SffE UTILITY PLAN FOR PROPOSED NATURAL GAS, WATER AND SANITARY SEWER SITE WORK.

SITE GRADING DRAINAGE & EROSION CONTROL PLAN SHEET NOTES:

NEW CONCRETE SPLASH BLOCK AT DOWN SPOUT. SEE DETAIL 15 ON SHEET C-402.

NEW TEMPORARY SILT FENCE. SEE DETAIL 16 ON SHEET C-402.

NEW TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 17 ON SHEET C-402.

NEW TEMPORARY STONE BAG SILT CHECK. SEE DETAIL 18 ON SHEET C-402.

NEW SEEDING AND PROTECTION. ALL AREAS DISTURBED SHALL BE GRADED TO DRAIN, SEEDED AND PROTECTED UNLESS OTHERWISE NOTED TO BE PAVED OR

BUILT UPON.

PROTECT EXISTING PIPE TO REMAIN. REMOVED DAMAGED PIPE ENOS AND PROVIDE NEW PIPE EXTENSION TO EXISTING PIPE AS REQUIRED TO ACCOMMODATE NEW ACCESS ROAD RADIUS. MATCH EXISTING PIPE SLOPE, PIPE SIZE, PIPE TYPE AND PIPE MATERIAL. MATERIALS ANO METHOD OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS AND THE KYTC STANDARD SPECIFICATIONS.

2101 L Street NW, Suite 200 Washington, DC 20037

(202) 833-4400

------,>< NO. DATE BY DESCRIPTION

CONSTRUCTION LIMITS ----

',,, O' 10' 20' 40' NORTH

I,..- GRAPH1c SCALE '

100% Final Submission

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

KHH

u s D A

REVISIONS

Agricultural Research Service

USDAAWMRL

Greenhouse/Head house

230 Bennett Lane, Bowling Green, KY 42104

CHECKED BY SAFETY & HEALTI-1 RTKL PROJECT NO.

LDH 20•05102.13 SITE GRADING,

OWGNO.

1-=o.,.=WN=ay---+=•EAL=PROP=rn=TY---+co=ATE--~D,RAINAGE & EROSION C-1 Q4

0410212010 CONTROL PLAN DJB

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T/R = 562.36

INV NW = 555.26

/NV SE ~ 555.41

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4' BLA K WOOD

PLANK FENCE

32" OAK

i----20'

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PROPOSED o, ' 17 T/R = 566.82 I INV NW = 560.90 -u

INV NE = 561.00

N - -559.35 E = 18351.43

--GRAVEL--

C1 r, IPC I STAMPED X

I "JAME$ R ADA S

PLS 1891"

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DECK

BUILDING 2

MICROBIOLOGY

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BOX

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--GRASS--

BUILDING 1

ADMINISTRATION

DECK

DECK

RAMP ,( c.

=?'l=c-1= = =

RAMP

--ASPHALT--

CONC

WHEEL

STOP

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CONC

WHEEL

STOP --ASPHALT--

UE --fil 1

RAMP DECK RAMP

BUILDING 3

SOIL

INSTRUMENTATION

DECK

FFE = 573.00

BUILDING 4

HYDROLOGY

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PROPOSED

SAN MH 3

16 T/R = 571.0

INV = 565.00

N = -395.96 E= 18576.45

--ASPHALT--

CONDUIT

t FFE = X573.01

MULTIPURPOSE

BUILDING

FFE - 572.92

I

X

X

--GRASS--

X

CONSTRUCTION LIMITS

X

X

X

X

X

X

X

X

X

X

X

X

SITE UTILITY PLAN GENERAL NOTES:

1. THE GENERAL INTENT OF THE WORK SHOWN ON THIS PLAN IS TO PROVIDE NATURAL GAS, WATER AND SANITARY SEWER SERVICES FOR THE NEW BUILDING WHILE THE ADJACENT FACILITIES REMAIN IN FUll. OPERATION.

2 THE TOPOGRAPHIC AND PLANIMETRIC SURVEY USED TO DEVELOP THE SITE PLANS WAS PROVIDED BY HALL-HARMON ENGINEERS, INC. IN NOVEMBER 2005. THE EXISTING UNDERGROUND UTILITY LOCATIONS, SIZES AND TYPE HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS. MAPS, RECORDS, AS FIELD MARKED BY UTILITIES AND FROM VISIBLE INSPECTION DURING THE TIME or THE SURVEY THEREFORE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF All. UTILITIES AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO ANY EXCAVATION OR SUBSURFACE INVESTIGATION.

HAll.-HARMON ENGINEERS, INC. DOES NOT WARRANTY OR GUARANTEE THAT THE INFORMATION SHOWN HEREON IS ACCURATE OR COMPLETE. IF ANY DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

3. PRIOR TO ANY CONSTRUCTION ACTMTIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS. SHOULD DAMAGE OCCUR TO EXISTING OR NEW UTILITIES DURING CONSTRUCTION, IT SHAll. BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR AND/OR REPLACE SAID DAMAGE AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO UTILITY OWNERS, USDA AND WESTERN KENTUCKY UNIVERSITY. FINISHED REPAIRS AND/OR

REPLACEMENTS SHALL MEET THE APPROVAL OF THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL COORDINATE ALL SITE UTILITY WORK WITH UTILITY OWNERS, USDA AND WESTERN KENTUCKY UNIVERSITY PRIOR TO BEGINNING WORK. CONTRACTOR SHAll. FIELD VERIFY All. EXISTING UTILITIES AND REPORT DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK. CONTRACTOR SHALL PHASE CONSTRUCTION AS REQUIRED TO MAINTAIN UTILITY SERVICES TO EXISTING FACILITIES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY All EXISTING SERVICES AND RECONNECT AS REQUIRED TO MAINTAIN EXISTING UTILITY SERVICES. UTILITY OWNER. USDA AND WESTERN KENTUCKY UNIVERSITY APPROVAL JS

REQUIRED PRIOR TO ANY UTILITY INTERRUPTIONS.

5. KENTUCKY REVISED STATUTES (KRS 367.4901 THRU 367.4917} REQUIRES THAT ALL PERSONS PLANNING EXCAVATING OR DEMOLITION WORK SHALL CONTACT OWNER, All.

UTILITY COMPANIES IN THE AREA AND/OR KENTUCKY 811 (BEFORE-YOU-DIG) AT 1-800-752-6007 AT LEAST 2 WORKING DAYS PRIOR TO COMMENCING ANY CONSTRUCTION

WORK FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

6. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, MANHOLES, CLEANOUTS AND OTHER SUCH APPURTENANCES TO FINAL GRADE AS SHOWN ON THE SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN. MINOR FIELD ADJUSTMENTS MAY BE REQUIRED TO BEST FIT ACTUAL SITE CONO/TJONS.

7. THE CONTRACTOR SHALL FIELD CHECK All. DIMENSIONS AND ELEVATIONS ANO COORDINATE WORK WITH UTILITY OWNERS PRIOR TO ORDERING MATERIALS.

8. WATER SERVICE MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WARREN COUNTY WATER DISTRICT, BOWLING -/-- GREEN FIRE DEPARTMENT AND THE KY DIVISION OF WATER. CONTRACTOR SHALL PAY FOR ALL FEES AND COSTS ASSOCIATED WITH WATER SERVICE WORK AT NO ADDITIONAL

COST TO USDA.

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lii z

9. SANITARY SEWER SERVICE MATERIALS ANO CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE WARREN COUNTY WATER DISTRICT AND THE KY OMS/ON OF WATER. CONTRACTOR SHALL PAY FOR ALL FEES AND COSTS ASSOCIATED WITH SANITARY SEWER WORK AT NO ADDITIONAL COST TO USDA.

10. NATURAL GAS SERVICE MATERIALS AND CONSTRUCTION METHODS SHAll. BE IN ACCORDANCE WITH THE REQUIREMENTS OF ATMOS ENERGY CORPORATION. CONTRACTOR SHALL PAY FOR ALL FEES AND COSTS ASSOCIATED WITH NATURAL GAS SERVICE WORK AT NO ADDITIONAL COST TO USDA.

11. CONTRACTOR SHALL COORDINATE ROADWAY CROSSINGS WITH THE WARREN COUNTY ROAD DEPARTMENT. OPEN CUT ROADWAY CROSSINGS ARE NOT ALLOWED IN WARREN COUNTY. BORING AND JACKING MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH KYTC. WARREN COUNTY ROAD DEPARTMENT AND WARREN COUNTY WATER DISTRICT STANDARDS. CONTRACTOR SHAU. OBTAIN AN ENCROACHMENT PERMIT FROM THE WARREN COUNTY ROAD DEPARTMENT FOR ROADWAY CROSSINGS PRIOR TO

BEGINNING WORK AT NO ADDITIONAL COST TO USDA.

12. CONTRACTOR SHALL ACCURATELY RECORD ALL UTILITIES CONSTRUCTED OR ENCOUNTERED ON "AS-BUILT" DRAWINGS AND PROVIDE TO THE CONTRACTING OFFICER.

13. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR PROPOSED BUILDING WORK.

14. REFER TO MECHANICAL, PWMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR PROPOSED ELECTRICAL, PLUMBING, MECHANICAL AND FIRE PROTECTION BUILDING

AND SITE WORK.

15. REFER TO EXISTING SITE SURVEY FOR EXISTING SITE CONDITIONS, SURVEY CONTROL INFORMATION, LEGEND AND ABBREVIATIONS.

16. REFER TO SITE REMOVAL PLAN FOR EXISTING SITE IMPROVEMENTS TO BE REMOVED.

17. REFER TO SITE LAYOUT PLAN FOR PROPOSED SITE IMPROVEMENTS WORK.

18. REFER TO SITE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PROPOSED GRADING, STORM DRAINAGE AND EROSION CONTROL SITE WORK.

S[E UtlLITY PlAN SHEEr NOTES·

WATER SERV]CE:

NEW CONNECTION TO EXISTING 6" PVC WATER MAIN. REMOVE EXISTING CAP AND INSTALL 6" GATE VALVE AND BOX AND 6" X 8" REDUCER. SEE DETAIL 24 ON SHEET C-403.

NEW 8" WATER LINE. PROVIDE 2' -6" MINIMUM COVER OVER PIPE. SEE DETAILS 19, 22 AND 23 ON SHEET C-403.

NEW 6" WATER LINE FOR PRIVATE SERVICE- PROVIDE 2'-6" MINIMUM COVER OVER PIPE. SEE DETAILS 19, 22 AND 23 ON SHEET C-403.

NEW STEEL CASING PIPE FOR WATER LINE UNDER BENNETT LANE- BORE AND JACKING SHAU. BE IN ACCORDANCE WITH KENTUCKY TRANSPORTATION CABINET / DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION AND THE WARREN COUNTY ROAD DEPARTMENT STANDARDS. CONTRACTOR SHAll. OBTAIN AN ENCROACHMENT PERMIT FROM THE WARREN COUNTY ROAD DEPARTMENT PRIOR TO BEGINNING WORK.

NEW 8" X 6" TEE AND 6" GATE VALVE AND BOX. SEE DETAIL 24 ON SHEET C-403.

NEW a• GATE VALVE AND BOX. SEE DETAIL 24 ON SHEET C-403.

NEW FIRE HYDRANT ASSEMBLY. SEE DETAIL 20 ON SHEET C-403.

NEW WATER SERVICE VAULT DESIGNED AND CONSTRUCTED BY WARREN COUNTY WATER DISTRICT AT CONTRACTOR'S COST. APPROXIMATE LOCATION SHOWN.

NEW END OF LINE BLOW OFF. SEE DETAIL 21 ON SHEET C-403.

'1o' NEW 1-1 /2" DOMESTIC WATER SERVICE LINE. PROVIDE 2' -6" MINIMUM COVER OVER PIPE. SEE DETAILS 19, 22 AND 23 ON SHEET C-403 AND PLUMBING PLANS

\/.'::I FOR CONTINUATION OF DOMESTIC WATER SERVICE INSIDE BUILDING.

NEW 4" FIRE PROTECTION WATER SERVICE LINE. PROVIDE 2' -6" MINIMUM COVER OVER PIPE. SEE DETAILS 19, 22 AND 23 ON SHEET C-403 AND FIRE PROTECTION AND PLUMBING PLANS FOR CONTINUATION OF FIRE PROTECTION WATER SERVICE INSIDE BUILDING.

SANITARY SEWER SERVICE·

NEW CONNECTION TO EXISTING SANITARY SEWER MANHOLE. SEE SANITARY SEWER PROFILE ON SHEET C-201.

NEW 8" SANITARY SEWER PIPE. SEE DETAIL 25 ON SHEET C-403 AND SANITARY SEWER PROFILE ON SHEET C-201.

NEW 6" SANITARY SEWER PIPE. SEE DETAIL 25 ON SHEET C-403, SANITARY SEWER PROFILE ON SHEET C-201 AND PLUMBING PLANS FOR CONTINUATION OF SEWER

INSIDE BUILDING.

NEW STEEL CASING PIPE FOR SANITARY SEWER UNDER BENNETT LANE. BORE AND JACKING SHALL BE IN ACCORDANCE WITH KENTUCKY TRANSPORTATION CABINET / DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION AND THE WARREN COUNTY ROAD DEPARTMENT STANDARDS. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE WARREN COUNTY ROAD DEPARTMENT PRIOR TO BEGINNING WORK.

NEW 4' DIAMETER CONCRETE SANITARY SEWER MANHOLE. SEE DETAIL 26 ON SHEET C-403

NEW 4' DIAMETER CONCRETE SANITARY SEWER MANHOLE WITH 5' OF 8" PIPE STUB WITH CAP FOR FUTURE CONNECTION. SEE DETAIL 26 ON SHEET C-403.

NATURAL GAS SERVICE:

NEW CONNECTION TO EXISTING 6" HIGH PRESSURE STEEL GAS MAIN TO BE PROVIDED AND CONSTRUCTED BY ATMOS ENERGY CORPORATION. SEE DETAIL 27 ON SHEET C-403.

NEW 2" GAS SERVICE METER TO BE PROVIDED AND CONSTRUCTED BY ATMOS ENERGY CORPORATION. SEE DETAIL 27 ON SHEET C-403.

NEW 2" GAS SERVICE TRENCHING, PIPE BEDDING AND BACKFILL TO BE PROVIDED BY CONTRACTOR. GAS PIPE INCLUDING FITTINGS, JOINTS, VALVES, ETC. TO BE PROVIDED AND CONSTRUCTED BY ATMOS ENERGY CORPORATION AT CONTRACTOR'S COST AFTER CONTRACTOR PROVIDED TRENCHING FOR 24" MINIMUM COVER OVER

PIPE IS COMPLETED. SEE DETAIL 28 ON SHEET C-403.

--GRASS-- "" ""

NEW GAS SERVICE UNDER BENNETT LANE TO BE PROVIDED AND CONSTRUCTED BY ATMOS ENERGY CORPORATION.

NEW 2" GAS VALVE AND BOX TO BE PROVIDED ANO CONSTRUCTED BY ATMOS ENERGY CORPORATION. SEE DETAIL 27 ON SHEET C-403.

\ WATER N

SPIGOT [J1

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X X 1 X X X X

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Xti'c STAMPED "JAMES Rt ADAMS

PLS 1 91"

El FCJBICAI TEI fPHONE & CAB! E·

X @ NEW BUILDING SERVICE. APPROXIMATE LOCATION SHOWN FOR INFORMATION ONLY. SEE ELECTRICAL SITE UTILITIES PLAN FOR NEW WORK.

X

X -----x-----x-----x-----x----' -----x-----x-----x-----x-----x

CONSTRUCTION LIMITS ---- ----

MISCELLANEOUS·

NEW CONCRETE UTILITY EQUIPMENT

PADS. SEE SITE LAYOUT PLAN FOR

APPROXIMATE LOCATIONS AND

DIMENSIONS. SEE ELECTRICAL AND

MECHANICAL DRAWINGS FOR

EQUIPMENT. COORDINATE PAD

DIMENSIONS AND LOCATIONS WITH

EQUIPMENT MANUFACTURERS.

@ PROTECT EXISTING TREE TO REMAIN.

0' 10' 20' 40' NORTH

----,•._ I ! 0 GRAPHIC SCALE

1{I1\1.J 2101 L Street NW, Suite 200

Washington, DC 20037

(202) 833--4400

100% Final Submission

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER PPM

KHH

CHECKED BY SAFETY & HEAL TH

LOH

DRAWN BY REA.l PROPERTY

DJB

NO. DATE BY DESCRIPTION

REVISKlNS

Agricultural Research Service u s D A

USDAAWMRL

Greenhouse/Head house

230 Bennett Lane, Bowling Green, KY 42104

RTKL PROJECT NO.

20--05102.13 SITE UTILITY PLAN DWGNO.

DATE C-105

0 .

U)

" ~ C.O N C.O "'II:,: n -st . . N I N J5 <.O

(.'.) :Z: <.O -st N

Z<LO I~

[n o II II 11 X • Cl'.'.

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EXISTING GROUND

-st

LO

LO

LO

_j

LL.

EXISTING

STUB

CONNECT TO

EXISTING MANHOLE

10+00 10+50 w o_ o_ o_ n CJ) LO LO L() N. <( N LO -st n o c.o -st . ~co 0 Oro~,....: ro ~om.

-st . L[) c.o

I <.D m LO

+ I LL. 1-wLOn + I ~ m I' ~ :z: 0 5 LO LO OC> -st :Z: I' n LO ~ I~ ~ LO I ro o LO ~ II II II o II II 11

• " I- Cl'.'. - Cl'.'.

U) "<t5lni-ZW U) -st-1-zw

140.51' 278.08'

- 570

EXISTING i6" HP GAS (APPROXlrylATE LOCATION)

5' OF 8" PIPE STUB

WITH CAP FOR

FUTURE CONNECTION

11 +00

0 0

CJ) 0

0 ~ <.O <.O

LO LO

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LL LL.

PROPOSED GRADE

\I

42" MIN. COVER FROM TOP .

.. . • . . ... . ... OF CASING TO LOW POINT OR

l CROSSING CROSS SECTION I 31' MIN.• t-

'PIPE ENCASEMENT

'UNDER BENNETT LANE

: EXTEND 5' MIN. FROM

PAVEMENT EDGE EACH

·s1DE

NOTES:

1. COORDINATE SANITARY SEWER WORK WITH THE

WARREN COUNTY WATER DISTRICT. ALL COSTS AND FEES

SHALL BE PAID BY 'THE CONTRACTOR.

2. COORDINATE WORK AND OBTAIN ENCROACHMENT

PERMIT FOR THE ROADWAY CROSSINGS FROM THE

WARREN COUNTY ROAD DEPARTMENT. ALL COSTS AND

FEES SHALL BE PAID SY THE C:QNTRAC:TQR

REFER TO

PLUMBING PLAN

FOR CONTINUATION

INSIDE BUILDING

SANITARY • SEWER PROFILE SCALE: 1 "=20' HORIZ.

LO

<.O

LO

1 "=2' VERT. _j

LL.

11 +50 12+00 12+50 13+00 13+50 14+00 14+50 ll'"l1K.L 2101 L Street NW, Suite 200

Washington, DC 20037

(202) 833-4400

100% Final Submission U Agricultural Research Service A-E FIRM USDA $ l=-,PROJE=CTMAN=AOER-1=-,--EPM _ _______, USDA AWMRL D Greenhouse/Headhouse

DESIGNER PPM

KHH

CHECKEOBY SAFETY &HEALTH

LOH

DRAWN BY REAL PROPERTY

DJB

Ai-----------------1

RTKL PROJECT NO.

20-05102.13

OATI,

04/02/2010

230 Bennett Lane, Bowling Green, KY 42104

SAN IT ARY SEWER

PROFILE

OWGNO.

C-201

1. AGGREGATE MATERIALS SHALL

CONFORM WITH KYTC STANDARD

SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION, 2008

EDITION.

2. PROVIDE SMOOTH TRANSITIONS

BETWEEN NEW AND EXISTING

PAVEMENTS. FILL LOW SPOTS AS

REQUIRED TO ELIMINATE PONDING

AND ALLOW FOR POSITIVE DRAINAGE

AWAY FROM BUILDINGS.

6" DENSE GRADED AGGREGATE

(KYTC DGA) BASE

COMPACT…