Updated Drawings - CIVIL ADD1.pdf

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Y1EZ--EHRM Infrastructure Upgrades Tier 2 Construction - Tomah VAMC 676-21-701
Solicitation number
36C77622B0025
Issued by

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This solicitation package includes drawings and specifications for infrastructure upgrades at the Tomah VA Medical Center located in Tomah, Wisconsin. The project scope involves expanding Building 32 to incorporate a new 5,000 square foot data center to meet EHRM requirements and address Facility Condition Assessment deficiencies related to accessibility, the main computer room, and demarcation room. Work includes site utilities, a new concrete vault, ductbanks, storm drainage, and mechanical, electrical and plumbing connections. The solicitation was issued by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. Responses are due in accordance with the specified schedule and award will be made to the responsible offeror whose proposal follows the solicitation instructions and is determined most advantageous to the Government considering the factors specified.

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Other files

File Type Posted
36C77622B0025 0006.pdf PDF
C102 - Contractor Markup for Question 35.pdf PDF
P001 - COR Markup for Response 35.pdf PDF
36C77622B0025 0005.pdf PDF
Reference Pictures for Question 29.pdf PDF
Tech Questions - Tomah T2 - 5-12-22.pdf PDF
EP100.pdf PDF
36C77622B0025 0004.pdf PDF
Att 9 - DBA Wage Rates - Monroe County - 04-29-22.pdf PDF
Updated Drawings - ELECTRICAL_ADD1.pdf PDF
36C77622B0025 0003.pdf PDF
Tech Questions - Tomah T2 - 5-5-22.pdf PDF
Updated Specs - 055000 Metal Fabrications.pdf PDF
36C77622B0025 0002.pdf PDF
Tech Questions - Tomah T2 - 4-28-22.pdf PDF
36C77622B0025 0001.pdf PDF
Site Visit Sign-in Sheet - Tomah Tier 2.pdf PDF
Tech Questions from Site Visit - Tomah T2 - 4-20-22.pdf PDF
Tomah Tier 2 IFB 36C77622B0025 - 4-6-22.pdf PDF
Att 9 - DBA Wage Rates - Monroe County - 03-18-22.pdf PDF
Att 3 - Final Drawings 1 of 4.pdf PDF
Att 7 - VHA Supp Contract Reqs COVID-19 - 12-14-21.pdf PDF
Att 8 - Limitations on Subcontracting - Construction.docx DOCX document
Att 6 - Final Drawings 4 of 4.pdf PDF
Att 11 - Tomah VAMC - EHRM Tier 2 - Site Visit Map.pdf PDF
Att 10 - Contractor Safety - Enviro Record Eval Form.docx DOCX document
Att 5 - Final Drawings 3 of 4.pdf PDF
Att 1 - Final Specifications Vol 1.pdf PDF
Att 4 - Final Drawings 2 of 4.pdf PDF
Att 2 - Final Specifications Vol 2.pdf PDF
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Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

CD101

JMD

CIVIL

PARTIAL SITE PLAN

DEMOLITION

HFB

NORTH

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BUILDING NO. 401

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STEPS

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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8" VCP

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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RIM=951.0 INV.=944.1

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

AutoCAD SHX Text STORM MH RIM 951.1 12" NE INV 945.5 12 SE INV 946.7 12" SW INV 944.7 12" NW INV 947.3

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ABANDONED CATCH BASIN

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UNDERGROUND FUEL STORAGE

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EXISTING STONE

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EXIST STONE MOW STRIP

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EXIST STONE MOW STRIP

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EXIST BLOCK RETAINING WALL

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EXIST POST INDICATOR VALVE

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EXIST CONC RAMP TO BLDG

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EXISTING GRASS

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EXISTING GRASS

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EXISTING GRASS

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EXISTING CONC SIDEWALK

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING CONCRETE EQUIPMENT PAD

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EXISTING TRANSFORMER AND CONCRETE PAD

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EXISTING 4" SAN

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STORM CURB INLET RIM 950.8 12" NW INV 947.4

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DOWNSPOUT TO GRADE

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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TYP.

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TYP.

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WASTE AND RECYCLE DUMPSTER LOCATIONS

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12' CONSTRUCTION GATE, TYP. SEE DETAIL 3 ON DRAWING C501

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NO PARKING CONTRACTOR PARKING. VA FACILITIES AND EMPLOYEES ONLY.

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DO NOT BLOCK ACCESS ROAD, ONE LANE MUST REMAIN OPEN AT ALL TIME.

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DO NOT BLOCK ACCESS ROAD

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DO NOT BLOCK ACCESS ROAD

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DO NOT BLOCK ACCESS ROAD

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12' CONSTRUCTION GATE, TYP. SEE DETAIL 3 ON DRAWING C501

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CONSTRUCTION TRAILER LOCATION

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CONSTRUCTION CONTRACTORS LAYDOWN AREA

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%%UGENERAL CIVIL WORK NOTES:

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. PROTECT ALL EXISTING STORM WATER INLETS WITH PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C5.1 10. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. 11. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. CONTRACTOR TO FOLLOW FEDERAL MUTCD GUIDELINES AND WISCONSIN'S MUTCD PUBLICATION. 12. SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT FOR SOIL INFORMATION.

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AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY OR CRANE LIFT THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT LOADED OR UNLOADED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN. THE CONTRACTOR SHALL ALSO PROVIDE TRAFFIC CONES (10 MINIMUM), TRAFFIC WARNING SIGNS (4 MINIMUM), AND 2 FLAGGERS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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PLACE 50 FEET FROM CONSTRUCTION

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PLACE FACING SOUTH AT CORNER

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PLACE FACING SOUTH AT NEXT PARKING ROW

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PLACE ON EAST SIDE OF TRAMWAY, FACING EAST

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PLACE AT EXIT OF PARKING LOT FACING WEST

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PLACE 100 FEET NORTH OF SIGN AT PARKING LOT EXIT

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PLACE 50 FEET EAST OF KEYED NOTE 28 SIGN, FACING EAST

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ST-1

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ST-3

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ST-4

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ST-2

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ST-5

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AutoCAD SHX Text REMOVE EXISTING TREE COMPLETELY. REMOVE EXISTING BUSH OR SHRUB COMPLETELY. SAW-CUT EXISTING ASPHALTIC PAVEMENT. REMOVE EXISTING CONCRETE PAD COMPLETELY. REMOVE EXISTING CURB COMPLETELY. REMOVE EXISTING GRAVEL/GRASS. REMOVE EXISTING FENCE, POSTS AND CONCRETE BASES COMPLETELY. REMOVE EXISTING SIDEWALK AND PIPE TRENCH STRUCTURE BELOW GRADE. REMOVE CONCRETE STORM DRAINAGE PAD. REMOVE EXISTING ADA PARKING SIGN AND BASE. REMOVE EXISTING PLANTER BED. SEE ARCHITECTURAL DEMOLITION PLANS FOR ARCHITECTURAL BUILDING FEATURES DEMOLITION. SEE MECHANICAL DEMOLITION PLANS FOR REMOVAL AND RELOCATION OF CONDENSING UNITS AND ASSOCIATED PIPING. REMOVE EXISTING STEEL COVER FOR STEAM AND STEAM CONDENSATE PIPES BELOW. COORDINATE WITH MECHANICAL CONTRACTOR. REMOVE SIDEWALK. CONSTRUCTION FENCE, SEE DETAIL 1 ON DRAWING C501. WARNING SIGN, SEE DETAIL 6 ON DRAWING C501. CONSTRUCTION SIGN, SEE DETAIL 5 ON DRAWING C501. SAFETY SIGN, SEE DETAIL 3 ON DRAWING C501. PROTECT INLET, SEE DETAIL 4 ON DRAWING C501. TEMPORARILY REMOVE ADA PUSHBUTTON FOR FUTURE REINSTALLATION. PROVIDE STEEL ROAD PLATES TO COVER OPEN TRENCH DURING NON CONSTRUCTION ACTIVITY TIME. REMOVE MANHOLE COVERS, FRAMES AND RISERS TO TOP OF CONCRETE VAULT. PROTECT OPENINGS WATER TIGHT DURING CONSTRUCTION. PROVIDE TEMPORARY ADA SIGNS FOR THREE PARKING STALLS DURING CONSTRUCTION. SEE SPECIFICATIONS FOR SHORING REQUIREMENTS, 01000, 013526, 033000, 053600, 312011, 329999, 334000, 334613 AND 336300. PROVIDE CONSTRUCTION WARNING ROAD SIGNS FOR DURATION OF ROADWAY WORK. FOLLOW MUTCD AND WISCONSIN MUTCD REGULATIONS. PROVIDE W20-1, REPLACE THE DISTANCE WITH AHEAD. PROVIDE W21-7. PROVIDE W20-7 WHEN APPROPRIATE. COORDINATE WITH ELECTRICAL SITE CONTRACTOR FOR WIDTH AND DEPTH REQUIRED FOR NEW ELECTRICAL CONDUIT INSTALLATION. REMOVE EXISTING STEEL PLATE AND FRAME PIT COVER, PROTECT OPENING AND CONTENTS WHILE COVER IS REMOVED AND PRIOR TO NEW COVER AND FRAME INSTALLATION.

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KEYED NOTES:

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VA FORM 08-6231, OCT 1978

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PARTIAL SITE PLAN

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ADDENDUM NO. 1

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Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

CD102

JMD

CIVIL

PARTIAL UTILITY PLAN

DEMOLITION

HFB

NORTH

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BUILDING NO. 401

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STEPS

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LANDSCAPING

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FLOOR ELEV.=953.6

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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8" VCP

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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CONCRETE CURB

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RIM=951.0 INV.=944.1

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

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EXIST 18" PVC STORM

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18" PVC

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12" RCP

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RIM=953.0 INV.=946.3

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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BUILDING NO. 401

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STEPS

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LANDSCAPING

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EXIST 18" PVC STORM

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EXISTING TELECOMM VAULT AND MANHOLES

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EXISTING TELECOMM VAULT AND MANHOLE

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%%UGENERAL CIVIL WORK NOTES:

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. PROTECT ALL EXISTING STORM WATER INLETS WITH PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C5.1 10. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. 11. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. CONTRACTOR TO FOLLOW FEDERAL MUTCD GUIDELINES AND WISCONSIN'S MUTCD PUBLICATION. 12. SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT FOR SOIL INFORMATION.

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PLACE 50 FEET FROM CONSTRUCTION

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PLACE FACING SOUTH AT CORNER

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PLACE FACING SOUTH AT NEXT PARKING ROW

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PLACE ON EAST SIDE OF TRAMWAY, FACING EAST

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PLACE AT EXIT OF PARKING LOT FACING WEST

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PLACE 100 FEET NORTH OF SIGN AT PARKING LOT EXIT

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PLACE 50 FEET EAST OF KEYED NOTE 28 SIGN, FACING EAST

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EXIST 8" SAN (CLAY PIPE)

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2" HPS AND 1-1/2" PC AT B32 MECHANICAL ROOM WALL, APPROX. ELEVATION 948.47

AutoCAD SHX Text EXISTING TELECOMM CABLES INTO B32 TELECOMM ROOM, APPROXIMATELY 10 CABLES, SIZES VARY FROM 1" TO 3", BUILDING ENTRY ELEVATION 947.47

AutoCAD SHX Text EXISTING BURIED TELECOMM CABLES, APPROX 10 CABLES, SIZES VARY FROM 1" TO 3", APPROX ELEVATION 951.3

AutoCAD SHX Text EXIST FIBER OPTIC AND COPPER CABLES AT APPROX 950.47, 2 - 6" PVC PIPES WITH FIBER OPTIC AND COPPER CABLES, ALSO 2 TO 3 COPPER CABLE BUNDLES AT SAME ELEVATION

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EXISTING BURIED B32 CONC VAULT TEE

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AutoCAD SHX Text SEE MECHANICAL DRAWINGS FOR DEMOLITION AND NEW PLANS AT THE EXIST TRAMWAY, DRAWING M401.

AutoCAD SHX Text EXISTING BURIED TELECOMM CABLES, APPROX 10 CABLES, SIZES VARY FROM 1" TO 3", APPROX ELEVATION 951.3

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EXISTING BURIED TELECOMM CABLES SLOPE TOWARDS B032 ENTRY POINT

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AutoCAD SHX Text REMOVE HPS AND LPR PIPES. EXISTING TELECOM CONC VAULT TO REMAIN. EXISTING TELECOM LINES, DO NOT DISTURB. EXISTING FIBER OPTIC LINES, DO NOT DISTURB. DEMOLISH EXIST CONCRETE PIPE VAULT FROM MAIN CAMPUS TRAMWAY TO THE SOUTH AT THE LOCATION SHOWN. DEMOLISH EXIST CONCRETE PIPE VAULT FROM B32 TEE TO LOCATION SHOWN. DEMOLISH EXIST BURIED CONCRETE PIPE VAULT FROM TEE TO B32 MECHANICAL ROOM. SEE MD102 FOR CONTINUATION. SEE SPECIFICATIONS FOR SHORING REQUIREMENTS, 01000, 013526, 033000, 053600, 312011, 329999, 334000, 334613 AND 336300. REMOVE EXISTING STEEL PLATE AND FRAME PIT COVER, PROTECT OPENING AND CONTENTS WHILE COVER IS REMOVED AND PRIOR TO NEW COVER AND FRAME INSTALLATION.

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KEYED NOTES:

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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PARTIAL UTILITY PLAN

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ADDENDUM NO. 1

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AutoCAD SHX Text 4/28/22

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Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

C101

JMDHFB

CIVIL

PARTIAL SITE PLAN

NEW WORK

1/8" = 1'-0"

PARTIAL SITE PLAN

NORTH

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BUILDING NO. 401

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STEPS

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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RIM=951.0 INV.=944.1

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

AutoCAD SHX Text STORM MH RIM 951.1 12" NE INV 945.5 12 SE INV 946.7 12" SW INV 944.7 12" NW INV 947.3

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ABANDONED CATCH BASIN

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UNDERGROUND FUEL STORAGE

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EXISTING STONE

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EXIST STONE MOW STRIP

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EXIST STONE MOW STRIP

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EXIST BLOCK RETAINING WALL

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EXIST POST INDICATOR VALVE

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EXIST CONC RAMP TO BLDG

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EXISTING GRASS

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EXISTING GRASS

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EXISTING GRASS

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EXISTING CONC SIDEWALK

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING CONCRETE EQUIPMENT PAD

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EXISTING TRANSFORMER AND CONCRETE PAD

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STORM CURB INLET RIM 950.8 12" NW INV 947.4

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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BUILDING NO. 401

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STEPS

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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RIM=951.0 INV.=944.1

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

AutoCAD SHX Text STORM MH RIM 951.1 12" NE INV 945.5 12 SE INV 946.7 12" SW INV 944.7 12" NW INV 947.3

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ABANDONED CATCH BASIN

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UNDERGROUND FUEL STORAGE

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EXISTING STONE

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EXIST STONE MOW STRIP

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EXIST STONE MOW STRIP

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EXIST BLOCK RETAINING WALL

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EXIST POST INDICATOR VALVE

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EXIST CONC RAMP TO BLDG

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EXISTING GRASS

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EXISTING GRASS

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EXISTING GRASS

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EXISTING CONC SIDEWALK

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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EXISTING CONCRETE EQUIPMENT PAD

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EXISTING TRANSFORMER AND CONCRETE PAD

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STORM CURB INLET RIM 950.8 12" NW INV 947.4

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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DOWNSPOUT TO GRADE

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

AutoCAD SHX Text NOTE: WHEN CONSTRUCTION ACTIVITY REQUIRES A CRANE LIFT THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST 2 WEEKS PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT LOADED OR UNLOADED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF EVENT OR SHUTDOWN. THE CONTRACTOR SHALL ALSO PROVIDE TRAFFIC CONES (10 MINIMUM), TRAFFIC WARNING SIGNS (4 MINIMUM), AND 2 FLAGGERS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC FOR THE ENTIRE DURATION.

AutoCAD SHX Text NOTE: PROVIDE STORM INLET PROTECTION AT ALL INLET POINTS ON ACCESS DRIVE OR WITHIN 30'-0" OF CONSTRUCTION AREA DURING ENTIRE LENGTH OF CONSTRUCTION PERIOD. SEE DETAILS ON DRAWING C501 AND C502 FOR INSTALLATION INFORMATION.

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NO PARKING CONTRACTOR PARKING. VA FACILITIES AND EMPLOYEES ONLY.

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NO PARKING CONTRACTOR PARKING. VA FACILITIES AND EMPLOYEES ONLY.

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DO NOT BLOCK ACCESS ROAD, ONE LANE MUST REMAIN OPEN AT ALL TIME.

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DO NOT BLOCK ACCESS ROAD

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DO NOT BLOCK ACCESS ROAD

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%%UGENERAL CIVIL WORK NOTES:

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. PROTECT ALL EXISTING STORM WATER INLETS WITH PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C5.1 10. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. 11. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. CONTRACTOR TO FOLLOW FEDERAL MUTCD GUIDELINES AND WISCONSIN'S MUTCD PUBLICATION. 12. SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT FOR SOIL INFORMATION.

AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY OR CRANE LIFT THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT LOADED OR UNLOADED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN. THE CONTRACTOR SHALL ALSO PROVIDE TRAFFIC CONES (10 MINIMUM), TRAFFIC WARNING SIGNS (4 MINIMUM), AND 2 FLAGGERS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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PLACE 50 FEET FROM CONSTRUCTION

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PLACE FACING SOUTH AT CORNER

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PLACE FACING SOUTH AT NEXT PARKING ROW

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PLACE ON EAST SIDE OF TRAMWAY, FACING EAST

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PLACE AT EXIT OF PARKING LOT FACING WEST

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PLACE 100 FEET NORTH OF SIGN AT PARKING LOT EXIT

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PLACE 50 FEET EAST OF KEYED NOTE 28 SIGN, FACING EAST

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9'-0" TYP

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18'-0" TYP

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5'-0" TYP

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7'-0" FENCE POLE TO POLE DIMENSION

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7'-0" FENCE POLE TO POLE DIMENSION

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7'-6" FENCE POLE TO POLE DIMENSION

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3'-11" FENCE POLE TO POLE DIMENSION

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5'-0" TYP FOR 14

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5'-0" TYP FOR 8

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5'-0" TYP FOR 9

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BOLLARD, TYP OF 9, SEE DETAIL 5 ON DRAWING C503

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BOLLARD, TYP OF 14, SEE DETAIL 5 ON DRAWING C503

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BOLLARD, TYP OF 8, SEE DETAIL 5 ON DRAWING C503

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AutoCAD SHX Text NOTE: SEE GENERAL NOTE 11 AND DRAWING CD101 FOR WARNING SIGNS AND PLAQUE REQUIREMENTS

AutoCAD SHX Text NOTE: SEE GENERAL NOTE 11 AND DRAWING CD101 FOR WARNING SIGNS AND PLAQUE REQUIREMENTS

AutoCAD SHX Text COORDINATE THE LOCATION OF ALL BOLLARDS NEAR AND AROUND THE NEW ELECTRICAL VAULT AND THE NEW BURIED DUCTBANKS

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YELLOW, CURB, APPROX 92 LINEAL FEET

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YELLOW, CURB, APPROX 92 LINEAL FEET

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YELLOW, CURB, APPROX 92 LINEAL FEET

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YELLOW, CURB, APPROX 24 LINEAL FEET

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SPACE EVENLY BETWEEN 2 BOLLARDS AT SIDEWALK

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NEW CONCRETE VAULT B32-B

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NEW CONCRETE VAULT B32-A1

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NEW CONCRETE VAULT B32-A2

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EXISTING CONCRETE VAULT B32-A

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EXISTING CONCRETE VAULT B32-C

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ST-1

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ST-3

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ST-4

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ST-2

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ST-5

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DRAIN TILE CLEAN-OUT AT GRADE, TYP. SEE DWG C102

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DRAIN TILE CLEAN-OUT AT GRADE, TYP. SEE DWG C102

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ALL AROUND MANHOLE

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AutoCAD SHX Text PROVIDE NEW SIDEWALK. DETAIL 1 ON C502. PROVIDE NEW CURB AND GUTTER. DETAIL 3 ON C502. PROVIDE NEW EQUIPMENT PAD, SEE DETAIL 7 ON C502. STONE FILL/MOW STRIP, MATCH EXISTING. PAINT ADA SYMBOL, ADA BLUE, TTP-1952E. REINSTALL ADA PEDESTAL DOOR OPERATOR BUTTON. CATCH BASIN, SEE DETAIL 3 ON DRAWING C503. STORM MANHOLE, SEE DETAIL 4 ON DRAWING C503. CURB, SEE DETAIL 8 ON DRAWING C502. PARKING STOP, SEE DETAIL 2 ON DRAWING C503. SIGN, SEE DETAIL 1 ON DRAWING C503. ASPHALT PAVEMENT, SEE DETAIL 2 ON DRAWING C502. PLANTER, SEE GRADING AND LANDSCAPING PLAN, DRAWING C103. SEE GRADING AND LANDSCAPING PLAN, DRAWING C103 FOR WORK IN THIS AREA. PARKING STALL MARKS, 4" WIDE, TTP-1952E TYPE III ADA BLUE PAINT COLOR, DIMENSIONS AS NOTED. 4" WIDE LINES, TTP-1952E TYPE III PAINT ADA BLUE 45° ANGLE AT 24" APART WITH COMPLETEOUTLINED BOX AROUND. 4" WIDE LINES, TTP-1952E TYPE III PAINT WHITE PARKING STALL LINE. 12" WIDE BY 48" LONG CONC SPLASH BLOCK FOR EXIST AND NEW DOWNSPOUTS ON BLDGS. PROVIDE NEW 6 FOOT HIGH FENCE, SEE DETAIL 6 ON DRAWING C503. 10 FOOT POLE SPACING UNLESS OTHERWISE NOTED. PROVIDE 10 FOOT, DOUBLE DOOR GATE, SEE DETAIL 7 ON DRAWING C503. NEW BURIED ELECTRIC CONCRETE TELECOM VAULT B32. SEE DETAIL 7 ON DWG C501. SEE SPECIFICATIONS FOR SHORING REQUIREMENTS, 01000, 013526, 033000, 053600, 312011, 329999, 334000, 334613 AND 336300. REMOVABLE BOLLARD, SEE DETAIL 11 ON C503. PROVIDE TTP-1952E TYPE III PAINT, APPLY COLOR TO LOCATIONS AS NOTED. PROVIDE NEW MANHOLE LID AND FRAME, PROVIDE CONCRETE SHIMS AND SET LID ELEVATION TO MATCH NEW FLOOR ELEVATION, FRAME WITH BALL AND SOCKET LID, LOCKABLE TYPE, TELECOM CAST IN LID. BOTH IN MECHANICAL ROOM. NEW MANHOLE LID AND FRAME, EXTEND RIM TO GRADE, FRAME WITH BALL AND SOCKET LID, LOCKABLE TYPE, TELECOM CAST IN LID. PROVIDE 1/2" x 4" FIBER EXPANSION JOINT. PROVIDE NEW STEEL COVER WITH 36"x36" LOCKABLE ACCESS HATCH DOOR, PROVIDE ALL SUPPORTS, EMBEDMENTS, ANCHORS, PAINT, PER SPEC SECTION 055000 AND 099100. COVER TO SUPPORT 150 PSF, SEAL WATER TIGHT TO EXISTING STRUCTURES, NEW COVER SHALL MATCH EXISTING CURB ELEVATION.

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KEYED NOTES:

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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VA FORM 08-6231, OCT 1978

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ADDENDUM NO. 1

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AutoCAD SHX Text 4/28/22

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Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

VA MEDICAL CENTER TOMAH, WI

676-21-701

Office of

Facilities

Management

FINAL BID DOCUMENTS

FEB. 4, 2022

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

EHRM INFRASTRUCTURE

UPGRADES TIER 2

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

C102

JMDHFB

CIVIL

PARTIAL SITE PLAN

UTILITIES

1/8" = 1'-0"

PARTIAL SITE PLAN

NORTH

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BUILDING NO. 401

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FLOOR ELEV.=953.6

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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8" VCP

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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CONCRETE CURB

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

AutoCAD SHX Text STORM MH RIM 951.1 12" NE INV 945.5 12 SE INV 946.7 12" SW INV 944.7 12" NW INV 947.3

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EXIST 18" PVC STORM

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18" PVC

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12" STORM PVC

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12" STORM PVC

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12" RCP

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ABANDONED CATCH BASIN

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TRAMWAY ACCESS DOOR

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UNDERGROUND FUEL STORAGE

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EXISTING STONE

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EXIST STONE MOW STRIP

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EXIST BLOCK RETAINING WALL

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EXIST POST INDICATOR VALVE

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EXIST CONC RAMP TO BLDG

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EXISTING CONC SIDEWALK

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EXISTING CONCRETE EQUIPMENT PAD

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LANDSCAPING

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EXIST 8" VCP STORM

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EXISTING TRANSFORMER AND CONCRETE PAD

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EXISTING 4" SAN

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STORM CURB INLET RIM 950.8 12" NW INV 947.4

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DOWNSPOUT TO GRADE

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18" PVC STORM, APPROX IE 942.88

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18" PVC STORM, APPROX IE 942.35

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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BUILDING NO. 401

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FLOOR ELEV.=953.6

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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CONCRETE CURB

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

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EXIST 18" PVC STORM

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18" PVC

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12" STORM PVC

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12" STORM PVC

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12" RCP

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ABANDONED CATCH BASIN

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TRAMWAY ACCESS DOOR

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UNDERGROUND FUEL STORAGE

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EXISTING CONCRETE EQUIPMENT PAD

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LANDSCAPING

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EXIST 8" VCP STORM

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EXISTING TRANSFORMER AND CONCRETE PAD

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EXISTING 4" SAN

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STORM CURB INLET RIM 950.8 12" NW INV 947.4

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DOWNSPOUT TO GRADE

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18" PVC STORM, APPROX IE 942.88

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18" PVC STORM, APPROX IE 942.35

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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%%UGENERAL CIVIL WORK NOTES:

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A AFTER STRIPPING TOPSOIL MATERIAL, PROOF-ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. PROTECT ALL EXISTING STORM WATER INLETS WITH PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C5.1 10. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. SEE DRAWING CI101 FOR EROSION CONTROL REQUIREMENTS. 11. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. SEE DRAWING CD101 FOR WARNING SIGNS AND PLAQUES. CONTRACTOR TO FOLLOW FEDERAL MUTCD GUIDELINES AND WISCONSIN'S MUTCD PUBLICATION. 12. SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT SEE SPECIFICATION SECTION 329999 GEOTECHNICAL REPORT FOR SOIL INFORMATION.

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PLACE 50 FEET FROM CONSTRUCTION

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PLACE FACING SOUTH AT CORNER

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PLACE FACING SOUTH AT NEXT PARKING ROW

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PLACE ON EAST SIDE OF TRAMWAY, FACING EAST

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PLACE AT EXIT OF PARKING LOT FACING WEST

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PLACE 100 FEET NORTH OF SIGN AT PARKING LOT EXIT

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PLACE 50 FEET EAST OF KEYED NOTE 28 SIGN, FACING EAST

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BUILDING NO. 401

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FLOOR ELEV.=953.6

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FLOOR ELEV.=953.3

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FLOOR ELEV.=951.8

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BUILDING NO. 32

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FLOOR ELEV. 953.4

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CONCRETE CURB

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STORM CURB INLET RIM 950.8 12" SE INV 947.9

AutoCAD SHX Text STORM MH RIM 951.1 12" NE INV 945.5 12 SE INV 946.7 12" SW INV 944.7 12" NW INV 947.3

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EXIST 18" PVC STORM

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18" PVC

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12" STORM PVC

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12" STORM PVC

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12" STORM PVC

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12" RCP

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ABANDONED CATCH BASIN

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TRAMWAY ACCESS DOOR

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UNDERGROUND FUEL STORAGE

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EXISTING STONE

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EXIST STONE MOW STRIP

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EXIST BLOCK RETAINING WALL

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EXIST POST INDICATOR VALVE

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EXIST CONC RAMP TO BLDG

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EXISTING CONCRETE EQUIPMENT PAD

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LANDSCAPING

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EXISTING 4" SAN

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STORM CURB INLET RIM 950.8 12" NW INV 947.4

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DOWNSPOUT TO GRADE

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18" PVC STORM, APPROX IE 942.88

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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APPROXIMATE LOCATION OF EMERGENCY POWER CONDUIT, DO NOT DISTURB

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PIPE INVERT ELEV 951'

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TOP OF FOOTING EL 99'-4"

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NEW 6" PVC STORM PIPE IE 943.00

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STORM MH #2 S 6" STORM IE 942.64 E 6" STORM IE 942.64

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STORM MH #3 N 6" STORM IE 943.00 NW 18" STORM IE 942.35 SE 18"…

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