CU 001 CU 002 CU 003.pdf

PDF 16 MB Posted Mar 24, 2021

Attached to: Y1DA--Project # 596-19-102 Construction to Renovate Building 39 for Transportation and Grounds.
Solicitation number: 36C24921R0056
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9. Solicitation number 36C24921R0056 is seeking construction services to renovate Building 39 for transportation and grounds purposes at Y1DA, Project #596-19-102. The opportunity type is listed as a solicitation and no further information is provided on response dates, pricing terms, or other contract requirements.

View the file

Other files

File	Type	Posted
09 3013 TILING.pdf	PDF	Mar 24, 2021
A-401 Revised.pdf	PDF	Mar 24, 2021
A-601 Revised.pdf	PDF	Mar 24, 2021
07 7200 ROOF ACCESSORIES.pdf	PDF	Mar 24, 2021
36C24921R0056 0002.docx	DOCX document	Mar 24, 2021
Roof Pictures.pdf	PDF	Mar 24, 2021
Solicitation Questions and Answers.pdf	PDF	Mar 24, 2021
36C24921R0056 0001.docx	DOCX document	Mar 18, 2021
Site Visit Sign-In Sheet.pdf	PDF	Mar 18, 2021
Project Drawings 3 of 3.pdf	PDF	Feb 18, 2021
Project Specifications.pdf	PDF	Feb 18, 2021
Project Drawings 1 of 3.pdf	PDF	Feb 18, 2021
Pricing Schedule.xlsx	XLSX spreadsheet	Feb 18, 2021
Project Drawings 2 of 3.pdf	PDF	Feb 18, 2021
Past Performance Questionnaire.pdf	PDF	Feb 18, 2021
Statement of Work.pdf	PDF	Feb 18, 2021
36C24921R0056_1.docx	DOCX document	Feb 18, 2021
Wage Determination KY20210090 01-15-2021.pdf	PDF	Feb 18, 2021

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EX. 1-1/4" GAS

SERVICE RISER W/

GAS REGULATOR

EX. 4" GAS SERVICE

RISER W/ GAS

REGULATOR

W W W

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912.42

912.62 912.36

912.12

912.91

912.72

912.20 911.95

911.84

911.96

912.75

913.05

912.95

912.91

912.10

912.38

911.98

911.07

911.08

911.22

911.49

911.83

911.21

911.37

910.75

903.12

911.32

912.56

912.58

911.80

911.62

911.68

912.10

912.48

912.64

912.13

911.92 912.16

912.20

912.10

911.89

911.94

911.82

912.15

911.99

904.66

909.76

907.22

909.68

910.30

909.32

907.81

908.24

910.84

910.93

910.78

909.87

909.73

909.62

909.68

909.14 910.02

910.05

910.03

909.25

909.82 909.50

909.74 909.76

911.08911.12

911.82

911.86

911.80

910.43

907.72

907.57

910.72

911.02

911.67

907.52

906.94

908.89

909.04

908.72

906.30

910.46 911.68

910.51

908.70

910.95

908.96

909.11 910.20

911.25 911.81

910.71

910.51

909.23

48"

910.31

911.34 911.33

911.86 911.95

911.99 912.02

911.95

18"

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912.51

912.69

913.08

913.25

913.30

912.99

912.70 912.28

912.10 912.43

912.58 912.51

912.43

911.99 911.98

911.93

911.67

911.56

911.19

911.56 911.56

911.36911.26

910.51

911.95

912.20

912.86

913.09

911.98

913.29 913.46

913.06

912.17 912.17

912.46

913.51

30163

911.82

MH/UTILITY

30164

911.84

MH/UTILITY

30228

910.56

MH/30INUTILITY

30328

911.99

MH/UTILITY

30329

911.95

MH/UTILITY

30644

909.69

MH/UTILITY

30652

909.62

MH/UTILITY

30684

909.73

MH/UTILITY

30685

909.67

MH/UTILITY

30714

911.82

MH/UTILITY

30715

911.85

MH/UTILITY

30716

910.08

MH/UTILITY

30552

904.601

DRAIN/FULLOFDEBRI

30566

907.166

DRAIN/FULLOFDEBRI

30133

957.26

N/BLDHEIGHT

30518

927.39

N/BLDHEIGHT

30519

956.89

N/BLDHEIGHT

2 STORY BRICK

BUILDING 39

WITH BASEMENT

6" C

O N

C C

U R

6" CONC CURB

8" C

O N

C C

U R

FFE-911.94

FFE-903.59

FFE-912.59

FFE-919.66

FFE-905.01

FFE-912.64

FFE-912.05

FFE-915.11

FFE-912.64

FFE-911.80

#11

BUILDING HEIGHT:45.9'

BUILDING HEIGHT:17'

3" PVC

ASPHALT

CONCRETE

C O

N C

CONCRETE

GRASS

N E

914.01

912.59

913.47

913.64 913.64

913.87

911.04

913.30

912.60

912.08 912.05

912.78

914.48

915.86

915.42

915.30 915.48

914.85

912.42

913.72

913.80

913.74

913.72

913.18

913.12

913.28

912.73912.33

911.75

912.56

912.69

912.74

912.19911.48

913.78

913.82

912.53

912.31 911.64911.16

911.10

910.81 910.81

911.67

911.37

911.13

911.31 911.70

912.26

912.72

913.30

913.56

912.76

912.79

915.84

911.66

912.06

912.05

912.41

912.49

912.58

1 STORY BRICK

1 STORY BLOCK

FFE-914.94

FFE-913.95

FFE-914.03

FFE-914.06

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(4) 3" DOUBLE

WALL FUEL LINES

AT 2' DEPTH (FIELD

VERIFY LOCATION)

NATURAL GAS

GENERATOR

(2) 1" DOUBLE

WALL FUEL LINES

AT 2' DEPTH (FIELD

VERIFY LOCATION)

K exist drainage inlet tr:911.32 inv(nw):908.86 exist clean out tr:911.49 inv(se):908.79 exist sanitary mh tr:913.20inv(ne):903.55 inv(se):903.50 inv(w):904.10 direction only exist sanitary mh tr:912.73 inv(ne):903.58inv(sw):903.55 inv(se):911.23 inv(nw):904.49 direction only exist sanitary mh tr:910.96 inv(ne):904.09inv(sw):904.09 inv(se):904.36 inv(se):906.86 drop pipe exist drainage mh tr:909.90 inv(ne):900.28 inv(nw):899.15 inv(ne):905.54 inv(e):900.82 inv(sw):902.50 inv(sw):899.80

BUILDING HEIGHT:46.6'1 STORY BRICK

BUILDING 41

INCENERATOR BLDG.

(2) 1-1/2" & (2) 2"

DOUBLE WALL

FUEL LINES AT 2'

DEPTH (FIELD

VERIFY LOCATION)

METAL

STAIRS

GAS CUT

GRASS

R15

(ABANDONED TO BE

REMOVED SEE INFORMATION

ON PLUMBING DRAWINGS)

DIESEL FUEL LOADING STATION,

BOLLARDS & TERMINATION WELLS

WITH CONC SLAB & CI COVER TOP.

DIESEL FUEL

TERMINATION WELLS

WITH CONC SLAB & CI

COVER TOP

DIESEL FUEL

TERMINATION WELLS

WITH CONC SLAB &

CI COVER TOP

DIESEL FUEL

TERMINATION WELLS

WITH CONC SLAB &

CI COVER TOP

DIESEL FUEL

TERMINATION

WELLS WITH

CONC SLAB &

CI COVER TOP

SLOPE PAVEMENT

DOWN TO

EXISTING DRIVE

11A

11B12

11B

11A

13A

13B

11A

11C

11D

11E

11A

AROUND CB

LOCATED 25'

TON NE

A. REMOVE EXISTING CONC. CURB FOR NEW DRIVE APPROACH.

B. REMOVE EXISTING CONCRETE PAVEMENT.

C. DISCONNECT FUEL PIPING AT FIRST JOINT BELOW CONTAINMENT WELL SLAB AND PLUG/CAP UNDERGROUND FUEL PIPING AND SLAB PENETRATION, REMOVE EXPOSED PIPE THROUGH BUILDING WALL PENETRATION AND PATCH

BUILDING WALL WITH EQUIVALENT MATERIALS.

1. NEW CONCRETE APPROACH SLAB - SEE DETAILS ON SHEET CU-002

A. EXPANSION JOINT PER KTC 807.04.03 AT BUILDING WALL.

B. SAW CUT CONTROL JOINT.

C. REINFORCE IRREGULAR SHAPED DRIVE AREAS W/#3 BARS AT 12" EACH WAY.

D. SAWCUT EDGE OF ASPHALT AT EDGE OF CONCRETE. PROVIDE JOINT SEALANT PER KTC 807.03.01 BETWEEN

CONCRETE AND ASPHALT PAVEMENT.

E. TOP OF CONCRETE SHALL MATCH NEW TOP OF BUILDING SLAB ELEVATION WHICH WILL BE 2" ABOVE EXISTING SLAB.

SEE ARCH & STRUCTURAL PLANS.

2. NEW 6" FIRE MAIN (SEE PROFILE ON SHEET CU-002).

3. NEW 6" GATE VALVE AND POST INDICATOR.

4. CONNECT TO EXISTING 8" FIRE MAIN WITH TAPPING TEE AND VALVE.

5. 6" 45° ELBOW W/ BLOCKING OR JOINT RESTRAINTS.

6. 6" 90° ELBOW W/ BLOCKING OR JOINT RESTRAINTS.

7. NEW 6" FIRE MAIN BUILDING SERVICE ENTRY - CORE BUILDING WALL OR REUSED ABANDONED STEAMLINE PENETRATION AND TERMINATE END OF PIPE WITH BLIND FLANGE OR GROOVED JOINT CAP FOR PRESSURE TESTING. COORDINATE

LOCATION WITH BUILDING FIRE PROTECTION PIPING WORK. RESTRAIN END CAP WITH (2) 3

4" STAINLESS STEEL THREADED

RODS ANCHORED TO BUILDING WALL WITH ADHESIVE (5" MIN EMBEDMENT).

8. NEW GARAGE DOOR (SEE ARCH PLANS).

9. NEW 6" INTEGRAL CONCRETE CURB WITH NEW CONCRETE DRIVE. TAPER CURB FROM 0' AT BUILDING TO 6" AT STREET.

10. NEW 6" PIPE BOLLARD ADJACENT TO OVERHEAD DOORS. SEE BOLLARD DETAIL ON SHEET CU-002.

11. CONTRACTOR SHALL COMPLETE AND SUBMIT LAND DISTURBANCE PERMIIT APPLICATION TO LFUCG AND INSTALL EROSION CONTROL PRACTICES AROUND CONSTRUCTION SITE PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. SEE SPECIFIC EROSION CONTROL CODED NOTES BELOW AND OTHER EROSION AND SEDIMENT CONTROL AND

ENVIRONMENTAL NOTES ON SHEET C-003.

A. SILT WORM GEOTEXTILE TUBE ALONG EDGE OF PAVEMENT AND ALL CATCH BASINS DRAINING THE DISTRUBED AREAS

OF THE SITE PER DETAIL ON SHEET CU-002.

B. PROVIDE SLIT FENCE ALONG LOW SIDE OF DISTURBED AREAS PER DETAIL ON SHEET CU-002.

C. STREET PAVEMENT RUNOFF TO GRASS AREA TO THE WEST TO EXISTING AREA CATCH BASIN. INSTALL SILT WORM

PER CODED NOTE 11A AROUND CATCH BASIN.

D. #2 STONE CONSTRUCTION ENTRANCE.

E. CONCRETE WASHOUT PIT WITH PERIMETER STRAW BALE WALL AND HEAVY MIL PLASTIC LINER.

12. PROVIDE TEMPORARY 8' HIGH CHAIN FENCE (NO BARBED WIRE) AROUND THE CONSTRUCTION AREA AS SHOWN.

UNIFORMLY SUPPORT FENCE WITH POSTS AT 10' SPACING AND TENSION WIRE FOR PROPER SUPPORT TO PREVENT SAGGING. COORDINATE FINAL LOCATION WITH COR. TEMPORAY FENCE IN PAVEMENT AREAS SHALLL BE PROVIDED

WITH SELF-SUPPORTING SECTIONS FASTENED TOGETHER.

13. NEW BUILDING SANITARY SEWER SERVICE - 56' - 6" PVC SDR35 (ASTM D3034 WITH D3212 JOINTS). CONNECT TO NEW BUILDING PLUMBING PIPE AT BUILDING WALL AND EXISTING MANHOLE EAST OF BUILDING 39. INSTALL PIPE AT MINIMUM SLOPE OF 1% WITH GRANULAR FILL BEDDING AND BACKFILL. RESTORE TRENCH PER DETAILS ON SHEET CU-002.

A. POTHOLE ALL CROSSING UTILITIES PRIOR TO SETTING BUILDING PLUMBING LINE ELEVATION TO ASSURE UNIFORM

SLOPE BETWEEN BUILDING AND EXISTING MANHOLE.

B. CORE HOLE IN SIDE OF EXISTING MANHOLE AT EXISTING CONNECTION LOCATION AND PROVIDE RUBBER BOOT

MANHOLE CONNECTION PER ASTM C 923 FOR WATER TIGHT CONNECTION.

NEW WORK CODED NOTES

DEMOLITION CODED NOTES

DRAINAGE FLOW DIRECTION

0 10' 20'

SCALE: 1" = 10'

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POST WITH REMOTE

ELECTRONIC/ALARM

POSITION INDICATOR

SWITCH & BUILDING LABEL

NOTE:

POST INDICATOR, BASE PLATE

KIT, AND VALVE SHALL BE FROM

SAME MANUFACTURER

5' 3.

GRADE

GATE VALVE

POST INDICATOR VALVE ASSEMBLY

NO SCALE

FINISHED GRADE

4' -0

" M

C O

12" 12"OD PIPE

MAX MAX

TRENCH WIDTH

NO SCALE

WATERLINE/SEWER TRENCHING,

PIPE BEDDING TO BE

6" LAYERS

COMPACTED IN

GRANULAR FILL CLASS I OR II

WATER OR SEWER PIPE

BEDDING & BACKFILLING

NOT TO SCALE

DETAIL-TAPPING TEE AND VALVE

TAPPING TEE FOR

CONNECTION TO

EXISTING WATER MAIN

RESILIENT SEATED GATE

VALVE - TAPPING TEE

JOINT x MECHANICAL JOINT

WATERLINE

POST INDICATOR BASE

AT POST INDICATOR

(SEE DETAIL)

NOTE: GATE VALVE SHALL BE NON-RISING STEM,

RESILIENT SEATED GATE WITH COUNTER CLOCKWISE

TO OPEN OPERATION PER AWWA C509 OR C515.A

90° BENDS

45° BENDSSECTION A-A

1. BLOCKING SIZE IS DESIGNED FOR 3000 POUNDS PER SQUARE

FOOT SOIL BEARING AND 150 POUNDS PER SQUARE INCH

INTERNAL PRESSURE.

2. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH.

3. THESE SAME DIMENSIONS SHALL BE USED FOR BOTH LONG &

SHORT BODY FITTINGS.

18"

4" M

20"

CONCRETE BLOCKING FOR HORIZONTAL BENDS

NOT TO SCALE

D = 13" D = 12"

TRENCH BACKFILL SATISFACTORY

EXCAVATED OR BORROW MATERIAL.

WHEN IN PAVEMENT AREAS

COMPACTED GRANULAR FILL.

CONCRETE

BLOCKING

CONCRETE

BLOCKING

CONCRETE

BLOCKING

CONC DOME

BOLLARD DETAIL

NOT TO SCALE

FINISH GRADE

MIN 6" CONCRETE

TYPE "B" PIPE

ENCASEMENT

SLOPE TOP TO DRAIN

6" DIA. SCHEDULE 40 STEEL POST FILLED

WITH CONCRETE, PRIMED & PAINTED

SAFETY YELLOW

NOTE: A COMBINATION OF RESTRAINED JOINTS AND THRUST BLOCKING MUST BE USED WHERE THE LENGTH FROM ONE BEND TO THE NEXT IS LESS THAN THE RESTRAINED LENGTH SHOWN ON THE FOLLOWING TABLE. (EXAMPLE: A COMBINATION OF RESTRAINED JOINTS AND CONCRETE THRUST BLOCKING IS REQUIRED ON AN 8" MAIN IF THE DISTANCE BETWEEN A 45° BEND AND A TEE IS LESS THAN 48'; 11' FOR AN

8"-45° BEND AND 37' FOR AN 8" TEE.)

RESTRAINED JOINT LENGTHS

RESTRAINING JOINT SYSTEMS ARE ACCEPTABLE WHEN DESIGNED IN ACCORDANCE WITH "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). RESTRAINING GLANDS, MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536-80 SPECIFICATIONS, OR LOCKING GASKETS SUCH AS FIELD

LOK, OR EQUAL, SHALL BE USED.

BEND

ANGLE

DIA OF WATERMAIN

11-1/4°

22-1/2°

45°

TEE, 90°

6" 8" 10" 12"

2 3 4 5

8 11 14 19

26 37 47 66

TABLE FOR REQUIRED RESTRAINT LENGTHS BASED ON:

100 PSF SOIL UNIT WEIGHT 0.25 SOIL FRICTION COEFFICIENT

150 PSI WATER PRESSURE 1.25 FACTOR OF SAFETY

NOT TO SCALE

UTILITY TRENCH ASPHALT PAVEMENT REPLACEMENT

NO SCALE

CONCRETE CURB

MATCH EXISTING CURB PROFILE

TYPE "B" CONC

HOT APPLIED JOINT SEALANT4" THICK CONCRETE WALK

TYPE "B" CONC.

4" COMPACTED

KTC DGA

AGGREGATE BASE

2" SURFACE COURSE

(CL3 SURF .38D PG 64-22).

4" BASE COURSE

(CL3 BASE .75D PG 64-22)

12" COMPACTED

AGGREGATE BASE COURSE -

KTC SECTION 302 DGA

COMPACTED GRANULAR FILL

TRENCH BACKFILL

NO SCALE

EXISTING ASPHALT PAVEMENT

COMPACTED SUBBASE

#3 BARS AT 12" C/C EACH WAY AT ODD SHAPED

SLABS AS NOTED ON PLAN.

8" THICK REINFORCED PORTLAND

CEMENT CONCRETE PAVEMENT

TYPE "B" CONC. SLOPE AWAY FROM

BUILDING.

3" C

NOTE:

FOR PAD DIMENSIONS SEE PLAN SHEET

SAW CUT EXIST ASPHALT AND SEAL

WITH HOT APPLIED SEALANT.

CONCRETE DRIVEWAY DETAIL

4" COMPACTED AGGREGATE

BASE COURSE - KTC DGA

2" PREFORMED

EXPANSION JOINT AT

BUILDING WALL SEAL

TOP OF JOINT WITH

SILICONE JOINT

SEALANT

SAW CUT CRACK CONTROL JOINTS ( 1

8" WIDE

X 2" DEEP) AT LOCATIONS SHOWN ON

PLANS.

MIN CLASS I OR II

BEDDING 12" OVER

PIPE INCLUDING

BELLS

UTILITY MARKING TAP

BUILDING WALL MATCH

TOP OF CONCRETE TO

TOP OF NEW BLDG SLAB.

SILT FENCE DETAIL

NOT TO SCALE

GEOTEXTILE FABRIC (FACING

FLOW DIRECTION, WRAPPED

AROUND BOTTOM OF

TRENCH)

USE EXCAVATED SOIL TO

BACKFILL TRENCH

FLOW DIRECTION

GROUND LEVEL

2"x2"x48"

HARDWOOD POST

@ 8' MAX. C/C

REMOVAL:

8"X4" TRENCH

CATCH

BASIN

SILT WORM

GEOTEXTILE TUBE

AROUND PERIMETER

OF CATCH BASIN

NOT TO SCALE

EROSION CONTROL

AT CATCH BASINS

TOPSOIL (4" MINIMUM) IN LAWN AREAS.

IN PAVEMENT AREAS SEE PAVEMENT

REPLACEMENT OR CONCRETE DRIVE DETAILS

RESTORE SURFACE WITHIN 14 DAYS OF

BACKFILLING.

ELEVATIO

N EL

STATION

PROFILE - FIRE MAIN

-0+25 0+00 0+50 1+00 1+50 1+75

CONNECT TO EXIST. 8"

FIRE MAIN WITH 8"X6"

TAPPING TEE, VALVE

AND BOX.

6" 90° ELBOW

W/ BLOCKING

OR JOINT

RESTRAINT

6" 45° ELBOW

W/ BLOCKING

OR JOINT

RESTRAINT

6" 45° ELBOW W/

BLOCKING OR JOINT

RESTRAINT

WATER MAIN NOTES:

1. COORDINATE NEW WATER MAIN CONNECTION TO

EXISTING MAIN WITH UTILITY OWNER.

2. WATER MAIN SHALL BE DUCTILE IRON PIPE (CLASS 53)

WITH PUSH-ON OR MECHANICAL JOINTS PER AWWA

C151.

3. WATER MAIN FITTINGS SHALL BE DUCTILE IRON WITH

MECHANICAL JOINTS PER AWWA C110 OR C153 UNLESS

NOTED OTHERWISE.

4. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE

CEMENT MORTAR LINED PER AWWA C104 WITH

ASPHALTIC EXTERIOR COATING AND POLYEHELENE

ENCASEMENT PER AWWA C105.

5. ALL BENDS AND FITTINGS SHALL BE PROVIDED WITH

CONCRETE BLOCKING OR JOINT RESTRAINING GLANDS

PER DETAILS.

4' M

C O

EXISTING GRADE

6" FIRE SERVICE

BRANCH WITH BLIND

FLANGE OR GROOVED

JOINT END CAP FOR

TESTING. COORDINATE

TERMINATION END

FITTING/JOINT WITH

SPRINKLER

CONTRACTOR

GATE VALVE & POST

INDICATOR (SEE DETAIL

ON SHEET CU-002)

CORE HOLE IN BUILDING

FOUNDATION WALL OR USE EXISTING

STEAM PENETRATION - COORDINATE

LOCATION WITH SPRINKLER

CONTRACTOR. PROVIDE LINKSEAL

AROUND THE PIPE.

PROVIDE RESTRAINED

JOINTS AT EACH PIPE

JOINT TO BEND.

EXIST 8" FIRE MAIN

EXIST STORM (FIELD

VERIFY DEPTH AND

LOCATION BEFORE

STARTING FIRE MAIN

EXCAVATION)

EXISTING ASPHALT

DRIVE WITH CONC.

CURB AND SIDEWALK

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PROHIBITED CONSTRUCTION ACTIVITIES

A. DISPOSING OF EXCESS OR UNSUITABLE EXCAVATED MATERIAL IN WETLANDS OR FLOODPLAINS, EVEN WITH THE PERMISSION OF THE PROPERTY

OWNER;

B. LOCATING STOCKPILE STORAGE AREAS IN ENVIRONMENTALLY SENSITIVE AREAS;

C. INDISCRIMINATE, ARBITRARY, OR CAPRICIOUS OPERATION OF EQUIPMENT IN ANY STREAM CORRIDORS, ANY WETLANDS, ANY SURFACE WATERS, OR

OUTSIDE THE EASEMENT LIMITS;

D. PUMPING OF SEDIMENT-LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS DIRECTLY INTO ANY SURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM SEWERS; ALL SUCH WATER WILL BE PROPERLY FILTERED OR SETTLED TO REMOVE SILT PRIOR TO RELEASE;

E. DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS, RAW SEWAGE AND OTHER HARMFUL WASTE INTO OR

ALONGSIDE OF RIVERS, STREAMS, IMPOUNDMENTS, OR INTO NATURAL OR MAN-MADE CHANNELS;

F. DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA;

G. DISPOSAL OF TREES, BRUSH, AND OTHER DEBRIS IN ANY STREAM CORRIDORS, ANY WETLANDS, ANY SURFACE WATERS, OR AT UNSPECIFIED

LOCATIONS;

H. OPEN BURNING OF PROJECT DEBRIS WITHOUT A PERMIT;

I. DISCHARGING INJURIOUS SILICA DUST CONCENTRATIONS INTO THE ATMOSPHERE RESULTING FROM BREAKING, CUTTING, CHIPPING, DRILLING, BUFFING, GRINDING, POLISHING, SHAPING OR SURFACING CLOSER THAN 200 FEET TO PLACES OF RESIDENCES OR COMMERCIAL, PROFESSIONAL, QUASI-PUBLIC OR PUBLIC PLACES OF HUMAN OCCUPATION;

J. STORING CONSTRUCTION EQUIPMENT AND VEHICLES AND/OR STOCKPILING CONSTRUCTION MATERIALS ON PROPERTY, PUBLIC OR PRIVATE, NOT

PREVIOUSLY SPECIFIED ON THE PLANS BY THE ENGINEER FOR SUCH PURPOSES;

K. RUNNING WELL POINT OR PUMP DISCHARGE LINES THROUGH PRIVATE PROPERTY OR PUBLIC PROPERTY AND RIGHTS-OF-WAY WITHOUT THE WRITTEN

PERMISSION OF THE PROPERTY OWNER AND THE CONSENT OF THE ENGINEER;

L. OPERATIONS ENTAILING THE USE OF VIBRATORY HAMMERS OR COMPACTORS OUTSIDE THE HOURS OR 8:00 AM AND 5:00 P.M. OR OUTSIDE THE HOURS

ALLOWED FOR CONSTRUCTION BY LOCAL ORDINANCES OR REGULATIONS; AND

M. CLOSING OFF CLEAR ACCESS TO ANY PUBLIC ALLEY, STREET, ROAD, AVENUE OR BOULEVARD WITHOUT THE PRIOR CONSENT OF MUNICIPAL

OFFICIALS AND THE ENGINEER, AND CLOSING CLEAR ACCESS:

x BY FIRE PROTECTION EQUIPMENT AND EMERGENCY VEHICLES;

x BY THE PUBLIC TO ANY COMMERCIAL OR PROFESSIONAL PLACE OF BUSINESS, QUASI-PUBLIC OR PUBLIC ESTABLISHMENT, OR PLACE OF

RESIDENCE; OR

x BY VEHICLES TO DRIVEWAYS WITHOUT THE PROVISION OF ALTERNATIVE MEANS OF BUILDING INGRESS AND EGRESS.

AIR POLLUTION/NOISE CONTROL

1. CONSTRUCTION EQUIPMENT WILL BE PROVIDED WITH MUFFLERS, AS REQUIRED BY SAFETY STANDARDS.

2. ALL CONSTRUCTION VEHICLES SHOULD BE EQUIPPED WITH PROPER EMISSIONS CONTROL EQUIPMENT.

3. PERIODICALLY CHECK EQUIPMENT AND MACHINERY FOR PROPER TUNING TO MINIMIZE EXHAUST EMISSIONS AND NOISE.

4. UNPAVED AREAS WILL BE WET DOWN (AS NECESSARY) DURING CONSTRUCTION TO MINIMIZE DUST GENERATION.

PROJECT EROSION AND SEDIMENT CONTROL NOTES:

1. CONTRACTOR SHALL OBTAIN A LEXINGTON FAYETTE URBAN COUNTY GOVERNMENT (LFUCG) LAND DISTURBANCE PERMIT PRIOR TO ANY LAND DISTURBANCE OR SITE WORK . THE CU SHEETS SHALL BE USED AS PART OF THE APPLICATION ALONG WITH SITE DISTURBANCE WORK SCHEDULE DATES.

2. PROJECT DESCRIPTION:

THE PROJECT PRIMARILY CONSISTS OF THE RENOVATION OF VA BUILDING 39 FROM A BOILER BUILDING TO A TRANSPORTATION & GROUNDS BUILDING.

BUILDING 39 IS LOCATED ON THE LEXINGTON VA MEDICAL CENTER CAMPUS AT 2250 LEESTOWN ROAD IN LEXINGTON, KY 40511. CENTER OF BUILDING COORDINATES ARE 38° 04' 20.39"N & 84° 32' 33.50" W. AND IS LOCATED ON THE SOUTHWEST SIDE OF THE CAMPUS. THE SITE WORK PORTION OF THE WORK

WILL INCLUDE:

A. NEW CONCRETE APPROACH DRIVES FROM THE EXISTING ASPHALT DRIVE TO NEW VEHICLE DOORS - 1670 SF.

B. NEW FIRE WATER MAIN - 140' WITH ONE 26' ROAD & SIDEWALK CROSSING.

C. NEW SANITARY SEWER SERVICE - 56' IN EXISTING PAVED AREA.

FENCED CONSTRUCTION AREA INCLUDES AN AREA OF 28,310 SF OF WHICH 11,860 SF IS EXISITNG IMPERVIOUS AREA OF BUILDINGS OR PAVEMENT.

3. TOPOGRAPHY OF SITE IS RELATIVELY FLAT WITH GENERAL SLOPE FROM EAST TO WEST. SEE DRAINAGE FLOW PATTERN ARROWS SHOWN ON SHEET CU-001. LAND COVER IS PAVEMENT, BUILDINGS AND LAWN AREA ON THE EAST SIDE OF THE BUILDING AREA AND WELL ESTABLISHED GRASS ON WEST SIDE OF SITE. PRESENT PERCENT OF IMPERVIOUS AREA IS 41%. FUTURE PERCENT OF IMPERVIOUS AREA WILL BE 43%.

4. LAND USE SURROUNDING THE PROPERTY IS MOSTLY INDUSTRIAL WITH RAILROAD TRACKS AND WOODED AREA BORDERING TOWNE BRANCH TO THE

SOUTH BEYOND THE RAILAROAD TRACKS.

5. WORK SCHEDULE SHALL BEGIN _________ AND END _______. DISTURBED AREAS SHALL BE RESTORED WITHIN 14 DAYS OF EXPOSURE.

6. ECS BMP'S WILL CONSIST OF SILT FENCING ALONG LOW SIDE OF THE CONSTRUCTION BOUNDARY FENCE AND SILT WORM GEOTEXTILE TUBES ALONG THE

FENCE IN PAVEMENT AREAS AND AROUND DRAINAGE STRUCTURES. SEE CODED NOTE 11 ON SHEET CU-001. THE ESC BMP'S WILL BE INSTALLED

FOLLOWING CONSTRUCTION FENCE INSTALLATION AND BEFORE ANY GROUND DISTURBANCE.

7. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLIANT WITH LFUCG STORM WATER MANUAL CHAPTER 11.

8. CLEARING AND GRUBBING OF THE CONSTRUCTION AREA SHALL BE PHASED TO MAINTAIN COVER AND VEGETATION UNTIL CONSTRUCTION PROGRESSES

TO THE AREA. LIMIT CLEARING TO ONLY THOSE AREAS OF THE WORK ZONE WHERE ACTUAL CONSTRUCTION WORK IS REQUIRED. AS SOON AS ONE AREA IS

COMPLETED THAT AREA SHALL BE RESTORED.

9. MAINTAIN TEMPORARY EROSION AND SEDIMENTATION CONTROLS IN GOOD AND EFFECTIVE OPERATING CONDITION DURING CONSTRUCTION UNTIL FINAL

SEEDING AND SITE RESTORATION OCCURS.

10. SILT FROM CONSTRUCTION OPERATIONS SHALL NOT BE PERMITTED TO ENTER STORM SEWER SYSTEMS OR SWALES WHEN CONSTRUCTION OCCURS NEAR STORM SEWER INLETS OR SWALES, EROSION CONTROL MEASURES SUCH AS INLET FILTERS AND STRAW BALES SHALL BE USED TO PREVENT SILT FROM ENTERING THE STORM SEWERS AND SWALES. PROVIDE AND MAINTAIN EROSION PROTECTION USING STRAW BALES OR SILT FENCING IN ANY OTHER

EROSION PRONE AREA.

11. SILT FENCE SHALL BE PROPERLY INSTALLED AS SHOWN ON THE PLAN. THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORE THAN FORTY-FIVE (45) DAYS. PERMANENT OR TEMPORARY SEEDING SHALL BE APPLIED TO DISTURBED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING. WHEN SEASONAL CONDITIONS PROHIBIT THE APPLICATION OF

TEMPORARY OR PERMANENT SEEDING, MULCHING AND MATTING SHALL BE USED.

12. NO TREE DISTURBANCE IS ANTICIPATED WITH THE PROPOSED WORK.

13. STOCKPILE TOP SOIL ON UP-SLOPE SIDE OF THE DISTURBED AREA AND REPLACE DURING FINAL RESTORATION; PROVIDE EROSION CONTROL FOR ALL

STOCKPILED AREAS.

14. TEMPORARILY STABILIZE BY SEEDING PER KY EROSION PREVENTION AND SEDIMENT CONTROL FIELD GUIDE ON ALL LAND DISTURBED IMMEDIATELY

FOLLOWING TRENCH BACKFILLING AND GRADING UNTIL FINAL RESTORATION IS COMPLETED.

15. FINAL RESTORATION SHALL BEGIN AS SOON AS POSSIBLE AFTER CONSTRUCTION IN THE AREAS WHERE WORK IS COMPLETE.

16. FINAL GRADING AND SEEDING WORK SHALL BE CONSISTENT WITH PRE-CONSTRUCTION TOPOGRAPHY. FINAL GRADING SHALL BE PHASED TO FOLLOW

CONSTRUCTION PROGRESS AND SHALL BE COMPLETED AS SOON AS AREAS ARE NO LONGER NEEDED FOR TRAFFICING OF CONSTRUCTION EQUIPMENT

AND MATERIALS.

17. DEWATERING FLOWS ARE TO BE SETTLED OR FILTERED BEFORE DISCHARGE TO STABILIZED SITES, SUCH AS STREAMS OR STORM SEWERS; NOT ONTO EXPOSED SOILS OR ANY OTHER SITES WHERE THE FLOWS COULD CAUSE EROSION. ALL DISCHARGES OF DEWATERING AND PUMPING OF STORM WATER

SHALL BE TO DEWATERING DEVICES OR STRUCTURES BEFORE DISCHARGING OFF SITE.

18. CONCRETE WASHOUT PIT SHALL BE CONSTRUCTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AT THE LOCATION SHOWN.

OTHER CONTROLS:

1. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL IN COMPLIANCE

WITH LOCAL AND STATE REGULATIONS.

2. HAZARDOUS WASTE MATERIALS SHALL BE STORED AND DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION AND IN ACCORDANCE

WITH THE MATERIALS MANUFACTURER'S RECOMMENDATIONS.

3. ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS AS REQUIRED BY LOCAL REGULATION.

4. WATER USED FOR WATER LINE DISINFECTION SHALL BE DISPOSED OF IN ACCORDANCE WITH AWWA C651.

MAINTENANCE

1. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED, CLEANED AND REPAIRED IF NECESSARY AT LEAST ONCE A WEEK AND AFTER 1/2" OR MORE RAIN

EVENTS.

2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER: IF REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. IF WORK IS SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL MAINTAIN THE SOIL EROSION AND SEDIMENTATION CONTROLS IN GOOD OPERATING CONDITION DURING THE SUSPENSION OF THE WORK. ALSO, WHEN SEASONAL CONDITIONS PERMIT AND THE SUSPENSION OF WORK IS EXPECTED TO EXCEED A PERIOD OF ONE MONTH, THE CONTRACTOR SHALL SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS LEFT EXPOSED WHEN THE WORK IS

STOPPED.

3. SEEDED AREAS SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.

4. ALL TEMPORARY AND PERMANENT EROSION CONTROLS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF

THEIR INTENDED FUNCTION. ALL CONSTRUCTION MATERIALS, LUBRICANTS, FUEL AND DEBRIS, SHALL BE CONTAINED AND STORED WHERE THERE WILL BE NO CONTACT WITH RUNOFF OR SEEPAGE TO THE SOIL. ALL CLEANUP AND RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS SHALL BE REMOVED AT THE END OF CONSTRUCTION WHEN FINAL GROUND STABILIZATION HAS

BEEN DEVELOPED.

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Sheets

A-001 - DEMOLITION PLAN

A-101 - FIRST FLOOR PLAN

A-102 - MEZZANINE FLOOR PLAN

A-121 - FIRST FLOOR REFLECTED CEILING PLAN

A-122 - MEZZANINE REFLECTED CEILING PLAN

A-181 - ROOF PLAN

A-201 - BUILDING ELEVATIONS

A-301 - BUILDING SECTIONS

A-302 - BUILDING SECTIONS

A-351 - WALL SECTIONS

A-401 - INTERIOR DETAILS

A-501 - PLAN DETAILS

A-531 - ENLARGED SECTION DETAILS

A-601 - DOOR AND WINDOW SCHEDULE AND DETAILS

A-602 - WINDOW TYPES AND DETAILS

A-621 - ROOM FINISH SCHEDULE

A-701 - PARTITION TYPES AND DETAILS

G-001 - COVER SHEET

G-101 - INFORMATION DRAWING

G-102 - LOCATIONS AND LAYOUT RULES

G-103 - LIFE SAFETY PLAN

File details come from the government source that posted it. Updated Mar 24, 2021.