State_Memorial_Construction_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Replace Pennsylvania State Memorial Plaza and Side Federal contract opportunity
- Solicitation number
- 140P5224Q0005
About this file
This set of construction drawings and related federal contract opportunity provide details for replacing the Pennsylvania State Memorial Plaza and sidewalk at the Vicksburg National Military Park. The drawings show plans, details, notes and specifications for demolishing the existing concrete plaza and sidewalk and installing new construction using materials and finishes matching the original historic features. Work includes removing and resetting granite steps, installing welded wire reinforcement, pouring scored concrete sections in compliance with ADA guidelines, and providing interpretive signage. The related solicitation is for this replacement project and was issued by the Department of the Interior National Park Service Southeast Region.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P5224Q0005_Amd_0001.pdf | ||
| Solicitation_140P5224Q0005_Amendment_0001_0001.pdf | ||
| Solicitation_140P5224Q0005.pdf | ||
| SOW_Vicksburg_Pennsylvania_State_Memorial.pdf | ||
| Past_Performance_Questionnaire.doc | DOC document | |
| Sol_140P5224Q0005.pdf | ||
| Material_Specification_Sheets.pdf | ||
| Bid_Schedule.xlsx | XLSX spreadsheet |
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USS CAIRO
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MUSEUM
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LELAND,
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(OLD MISSISSIPPI RIVER)
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PENNSYLVANIA STATE MEMORIAL
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VICKSBURG NATIONAL MILITARY PARK
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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EAST MAJOR ACQUISITION BUYING OFFICE
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF DRAWING
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CONCRETE PLAZA AND SIDEWALK
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PENNSYLVANIA STATE MEMORIAL
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WARREN
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QUALITY DESIGN CERTIFICATION
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OR
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REVISION
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A/E FIRM - A/E CONTRACT NUMBER
AutoCAD SHX Text PRIME: PANAMERICAN CONSULTANTS, LTD. MEMPHIS, TENNESSEE ARCHITECT/STRUCTURAL ENGINEER: WISS, JANNEY, ELSTNER ASSOCIATES, INC. NORTHBROOK, IILLINOIS CONTRACT NO. P16PC00097
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REPLACE PENNSYLVANIA STATE MEMORIAL CONCRETE PLAZA AND SIDEWALK
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CONSTRUCTION DRAWINGS
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NORTH
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INDEX
AutoCAD SHX Text 1 G0 COVER SHEET G0 COVER SHEET COVER SHEET 2 G1 GENERAL NOTES AND SCOPE OF WORK G1 GENERAL NOTES AND SCOPE OF WORK GENERAL NOTES AND SCOPE OF WORK 3 G2 SITE PLAN AND OVERVIEW G2 SITE PLAN AND OVERVIEW SITE PLAN AND OVERVIEW 4 G3 PARKING AREA DETAIL G3 PARKING AREA DETAIL PARKING AREA DETAIL 5 A1 PLAZA PAVING PLAN A1 PLAZA PAVING PLAN PLAZA PAVING PLAN 6 A2 PLAZA PAVING REPAIR DETAILS A2 PLAZA PAVING REPAIR DETAILS PLAZA PAVING REPAIR DETAILS 7 A3 WALKWAY PAVING AND GRANITE STEP A3 WALKWAY PAVING AND GRANITE STEP WALKWAY PAVING AND GRANITE STEP REPAIR DETAILS
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AutoCAD SHX Text G0 VICKCOV.dwg
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JULY 22, 2022
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MONUMENTS
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INFORMATION CENTER
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PICNIC AREA
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RANGER STATION
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PARK HEADQUARTERS
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VISITOR CENTER
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STATE LINE
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CREEK OR RIVER
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PAVED ROAD
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PARK BOUNDARY
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LEGEND
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SCALE OF MILES
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VICKSBURG NATIONAL MILITARY PARK
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SOUTHEAST
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SOUTHWESTERN
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MISSISSIPPI
PARK MINI FOLDER 1994; REVISED & REDRAWN 7/95. UPDATED 11/98. SGS.
G1
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GENERAL NOTES
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AND SCOPE OF WORK
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AutoCAD SHX Text GENERAL NOTES 1. COMPLY WITH ALL CODES, ORDINANCES, RULES, STANDARDS, COMPLY WITH ALL CODES, ORDINANCES, RULES, STANDARDS, REGULATIONS, ORDERS, AND LEGAL REQUIREMENTS OF THE NATIONAL PARK SERVICE AND AUTHORITIES HAVING JURISDICTION THAT BEAR ON THE PERFORMANCE OF THE WORK. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH OSHA REQUIREMENTS. 2. PROVIDE PROTECTION PLAN FOR ALL NATURAL AND CULTURAL PROVIDE PROTECTION PLAN FOR ALL NATURAL AND CULTURAL RESOURCES POTENTIALLY AFFECTED BY THE WORK OF THIS PROJECT FOR REVIEW BY THE NATIONAL PARK SERVICE PRIOR TO BEGINNING WORK. 3. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD FOR VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD FOR PLAZA, SIDEWALKS, AND PARKING AREA INCLUDED IN THE WORK. DO NOT SCALE DRAWINGS. 4. DOCUMENT EXISTING CONDITIONS, INCLUDING ANY PRE-EXISTING DOCUMENT EXISTING CONDITIONS, INCLUDING ANY PRE-EXISTING DAMAGE, PRIOR TO BEGINNING WORK. 5. PROVIDE ACCESS FOR INSPECTION OF THE WORK IN PROGRESS PROVIDE ACCESS FOR INSPECTION OF THE WORK IN PROGRESS BY THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE PARK RESOURCE MANAGEMENT TEAM. 6. PROTECT ALL HISTORIC MATERIALS THROUGHOUT THE WORK.PROTECT ALL HISTORIC MATERIALS THROUGHOUT THE WORK.
AutoCAD SHX Text SUMMARY OF WORK 1. REMOVE THE EXISTING CURB ALONG THE NORTH BOUNDARY EDGE REMOVE THE EXISTING CURB ALONG THE NORTH BOUNDARY EDGE OF THE PARKING AREA. 2. INSTALL A NEW 5-FOOT-WIDE SIDEWALK ADJACENT TO THE LEVEL INSTALL A NEW 5-FOOT-WIDE SIDEWALK ADJACENT TO THE LEVEL PARKING PAVEMENT TO MEET ACCESSIBILITY REQUIREMENTS. 3. REMOVE THE EXISTING SIDEWALK LEADING FROM THE PARKING REMOVE THE EXISTING SIDEWALK LEADING FROM THE PARKING AREA TO THE PLAZA. 4. CONSTRUCT A NEW 6-FOOT-WIDE CONCRETE WALKWAY CONNECTING CONSTRUCT A NEW 6-FOOT-WIDE CONCRETE WALKWAY CONNECTING THE PARKING LOT TO THE BASE STEP OF THE PLAZA. STAKE THE ALIGNMENT OF THE NEW WALKWAY IN THE FIELD, GRADED AT A CONSISTENT 4 PERCENT SLOPE IN COMPLIANCE WITH ADA/ABAAS GUIDELINES. 5. PLACE NEW CONCRETE LANDING AT EITHER SIDE OF THE WALKWAY PLACE NEW CONCRETE LANDING AT EITHER SIDE OF THE WALKWAY WHERE IT MEETS THE BASE STEP OF THE PLAZA. 6. PREPARE SHOP SAMPLES FOLLOWED BY FIELD MOCK-UPS OF PREPARE SHOP SAMPLES FOLLOWED BY FIELD MOCK-UPS OF CONCRETE PAVING THAT MATCHES THE COLOR, FINISH, AND SCORING PATTERN OF THE EXISTING PAVING, WHICH IS ORIGINAL. FOR REFERENCE IN DEVELOPING SAMPLES FOR COLOR AND FINISH MATCHING, CLEAN REPRESENTATIVE AREAS OF THE EXISTING PAVING USING A MILD CLEANER SUCH AS D/2 BIOLOGICAL SOLUTION APPROVED BY THE CONTRACTING OFFICER AND PARK CULTURAL RESOURCES PROGRAM MANAGER IN ADVANCE. 7. PROVIDE PROTECTION FOR THE GRANITE AND BRONZE ELEMENTS PROVIDE PROTECTION FOR THE GRANITE AND BRONZE ELEMENTS OF THE PLAZA THROUGHOUT THE WORK. PROVIDE A PROTECTION PLAN FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER AND PARK CULTURAL PROGRAM MANAGER PRIOR TO BEGINNING ANY WORK. 8. CAREFULLY REMOVE THE UPPERMOST GRANITE STEPS (NINE UNITS CAREFULLY REMOVE THE UPPERMOST GRANITE STEPS (NINE UNITS IN TOTAL), DOCUMENT WITH PHOTOGRAPHS, NUMBER EACH GRANITE UNIT ON THE BOTTOM SIDE AND KEY TO DRAWINGS, AND PROTECT FOR REINSTALLATION AFTER COMPLETION OF CONCRETE WORK. 9. COMPLETELY REMOVE THE EXISTING CONCRETE PLAZA PAVING. COMPLETELY REMOVE THE EXISTING CONCRETE PLAZA PAVING. RETAIN SAMPLES OF THE ORIGINAL PAVING FOR PARK COLLECTIONS. PROVIDE A SAMPLING PROTOCOL AS PART OF THE PROTECTION PLAN FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER AND PARK CULTURAL RESOURCES PROGRAM MANAGER PRIOR TO BEGINNING ANY WORK. OBTAIN AN NPS SCIENTIFIC RESEARCH AND COLLECTING PERMIT, INCLUDING A SAMPLING PROTOCOL, PRIOR TO PROCEEDING WITH ANY SAMPLE REMOVAL. 10. EVALUATE AND REVIEW THE EXISTING SUBBASE MATERIAL, INCLUDING EVALUATE AND REVIEW THE EXISTING SUBBASE MATERIAL, INCLUDING ANY LOESS SOIL. 11. PERFORM PROOF TESTING OF EXISTING SUBBASE. BASED ON THE PERFORM PROOF TESTING OF EXISTING SUBBASE. BASED ON THE RESULTS OF THE PROOF TEST AND REVIEW FOR LOESS SOIL, REMOVE THE SUBBASE AS NECESSARY, AND REPLACE WITH NEW COMPACTED GRAVEL. 12. REMOVE THE SUBBASE AT THE PERIMETER OF THE PLAZA (BENEATH REMOVE THE SUBBASE AT THE PERIMETER OF THE PLAZA (BENEATH THE CONCRETE, ADJACENT TO THE GRANITE) TO CREATE A THICKENED EDGE AT THE BOTTOM OF THE NEW CONCRETE AROUND THE PERIMETER. EXCAVATION WILL NOT BE CONDUCTED BENEATH THE GRANITE. 13. COMPACT THE SUBBASE. COMPACT THE SUBBASE. 14. INSTALL WELDED WIRE REINFORCING TO MATCH THE SHAPE OF INSTALL WELDED WIRE REINFORCING TO MATCH THE SHAPE OF CONCRETE SECTION TO BE CAST. THE WELDED WIRE REINFORCING WILL BE SET ON CHAIRS TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT AND TO RETAIN ITS ELEVATION IN THE CONCRETE PAVING. 15. PLACE NEW CONCRETE PLAZA PAVING TO MATCH HISTORIC PAVING. PLACE NEW CONCRETE PLAZA PAVING TO MATCH HISTORIC PAVING. THE PAVING WILL BE SLOPED FOR DRAINAGE TO MINIMIZE MOISTURE THAT REACHES THE SUBBASE. THE PAVING WILL BE INSTALLED IN SECTIONS, AS SHOWN ON THE DRAWINGS, TO CREATE CONSTRUCTION JOINTS BETWEEN SECTIONS OF PAVING. REINFORCING SLIP DOWELS WILL BE INSTALLED BETWEEN SECTIONS OF PAVING. 16. REINSTALL THE UPPERMOST GRANITE STEPS (NINE UNITS IN TOTAL) REINSTALL THE UPPERMOST GRANITE STEPS (NINE UNITS IN TOTAL) THAT FORM THE PERIMETER OF THE PAVING SURFACE. INSTALL MORTAR IN JOINTS BETWEEN THE GRANITE UNITS, PROVIDING ACCOMMODATION FOR THERMAL MOVEMENT OF THE GRANITE. REMOVE EXISTING MORTAR IN THE HORIZONTAL JOINTS BETWEEN GRANITE UNITS. INSTALL NEW MORTAR TO PATCH EXISTING. 17. INSTALL A SEALED EXPANSION JOINT AT THE PERIMETER OF THE INSTALL A SEALED EXPANSION JOINT AT THE PERIMETER OF THE PLAZA, BETWEEN CONCRETE PAVING AND GRANITE. 18. PROVIDE ACCESSIBLE PARKING SIGNAGE AT THE PARKING AREA. PROVIDE ACCESSIBLE PARKING SIGNAGE AT THE PARKING AREA. SIGNAGE MUST BE REVIEWED AND APPROVED BY THE NPS PRIOR TO INSTALLATION. 19. RELOCATE “GRANT'S HEADQUARTERS” VERTICAL UPRIGHT RELOCATE “GRANT'S HEADQUARTERS” VERTICAL UPRIGHT GRANT'S HEADQUARTERS” VERTICAL UPRIGHT VERTICAL UPRIGHT INTERPRETIVE WAYSIDE WEST OF ITS EXISTING LOCATION AND ON THE NORTH SIDE OF THE NEW SIDEWALK ASSOCIATED WITH THE PARKING AREA. 20. PROVIDE TWO NEW INTERPRETIVE WAYSIDES ADJACENT TO AN PROVIDE TWO NEW INTERPRETIVE WAYSIDES ADJACENT TO AN ACCESSIBLE LANDING NORTH OF THE NEW SIDEWALK ASSOCIATED WITH THE PARKING AREA. 21. PROVIDE MATERIALS TESTING AND ANALYSIS FOR CONCRETE, PROVIDE MATERIALS TESTING AND ANALYSIS FOR CONCRETE, GRANITE, AND MORTAR. OBTAIN AN NPS SCIENTIFIC RESEARCH AND COLLECTING PERMIT FOR ALL FIELD TESTING AND COLLECTION ACTIVITIES PRIOR TO PROCEEDING. 22. PROVIDE ASSISTANCE TO THE NPS FOR NHPA SECTION 106 AS PROVIDE ASSISTANCE TO THE NPS FOR NHPA SECTION 106 AS SPECIFIED. NOTE: ALL REPAIRS ARE DRAFT FOR REVIEW PURPOSES. : ALL REPAIRS ARE DRAFT FOR REVIEW PURPOSES. ALSO REFER TO MEMO ENTITLED, "PENNSYLVANIA STATE MEMORIAL PLAZA AND SIDEWALK DESIGN, VICKSBURG NATIONAL MILITARY PARK - 100 PERCENT CONSTRUCTION DOCUMENTS SUBMITTAL," DATED JUNE 10, 2022.
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AutoCAD SHX Text 210046A
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AutoCAD SHX Text Vicksburg National Military Park
AutoCAD SHX Text Vicksburg, Mississippi
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DS/TMP/JJ
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AJV/AM
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PT
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10 JUNE 2022
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DATE:
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DESIGNED:
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Pennsylvania State Memorial
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SITE PLAN
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AND OVERVIEW
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SITE PLAN
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SCALE OF FEET
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TRUE NORTH
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PENNSYLVANIA MONUMENT. REFER TO SHEET A1, PLAZA PLAN.
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BRIGADIER GENERAL THOMAS WELSH BUST (NOT INCLUDED IN STUDY)
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GOVERNOR ANDREW G. CURTAIN BUST (NOT INCLUDED IN STUDY)
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MAJOR GENERAL JOHN G. PARKE BUST (NOT INCLUDED IN STUDY)
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NEW 6'-0" ACCESSIBLE CONCRETE WALKWAY. REFER TO DETAIL 1/A3.
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PARKING AREA
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RELOCATED VERTICAL UPRIGHT INTERPRETIVE SIGNAGE, SEE SHEET G3.
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GRANT AVENUE
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PLAZA
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ACCESSIBLE LOW-PROFILE AND INTERPRETIVE WAYSIDE SIGNAGE
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VAN ACCESSIBLE PARKING SPACE
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5'-0" ACCESSIBLE CONCRETE SIDEWALK
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REFER TO SHEET G3 FOR PARKING AREA DETAIL
AutoCAD SHX Text LANDING SHOULD BE FLUSH WITH EDGE OF THE BOTTOM STEP. TOPOGRAPHY DESCENDS GRADUALLY TO THE LEFT AND RIGHT FROM CENTER POINT OF THE PATH AT THE PLAZA STEP LANDING SHOULD REMAIN FLUSH WITH BOTTOM STEP.
ABAAS/ADA SIGNAGE LOCATED OUTSIDE OF SIDEWALK CIRCULATION
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PARKING AREA
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DETAIL
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DS/TMP/JJ
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ACCESSIBLE PARKING AND SIDEWALK
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TRUE NORTH
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GRANT AVENUE
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GRANT AVENUE
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RELOCATE EXISTING VERTICAL UPRIGHT INTERPRETIVE SIGN
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NEW 5'-0" ACCESSIBLE CONCRETE SIDEWALK. REFER TO DETAIL 3/A3.
AutoCAD SHX Text ACCESSIBLE LOW-PROFILE INTERPRETIVE WAYSIDE SIGNAGE (SEE DETAILS) (TYP. FOR PARK)
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ABAAS/ADA SIGNAGE LOCATED OUTSIDE OF SIDEWALK CIRCULATION
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PARKING IS VAN ACCESSIBLE BUT NOT EXCLUSIVE TO VANS ONLY
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NOT TO SCALE
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NEW CONCRETE WALKWAY
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1% SLOPE
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EXISTING CURB ON NORTH EDGE OF PARKING AREA TO BE REMOVED.
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ACCESSIBILITY ROUTES TO SIDEWALK
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CURB STOPS, TYP.
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CONCRETE EXTENSION FOR ACCESSIBILITY TO INTERPRETIVE SIGNAGE.
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EXISTING CURB.
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A1
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SCALE OF FEET
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CONSTRUCTION JOINTS, TYP.
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NORTH
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PLAZA PAVING REPAIR
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text 210046A
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AutoCAD SHX Text Vicksburg National Military Park
AutoCAD SHX Text Vicksburg, Mississippi
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DS/TMP/JJ
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AJV/AM
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PT
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10 JUNE 2022
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DATE:
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TECH. REVIEW:
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DESIGNED:
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DRAWN:
AutoCAD SHX Text A1 Plaza Plan.dwg
AutoCAD SHX Text 3/23/2022
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- AUTOCAD 2014 -
AutoCAD SHX Text Pennsylvania State Memorial
NOTE: SLOPE NEW CONCRETE PLAZA : SLOPE NEW CONCRETE PLAZA 1/8"/1'-0" FROM NORTH END TOWARD STAIR, TYP. ALIGN TOP OF NEW CONCRETE SLAB WITH TOP OF STONE STAIRS.
A2
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PLAZA PAVING
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REPAIR DETAILS
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text
AutoCAD SHX Text 210046A
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AutoCAD SHX Text Vicksburg National Military Park
AutoCAD SHX Text Vicksburg, Mississippi
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DS/TMP/JJ
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AJV/AM
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PT
AutoCAD SHX Text
10 JUNE 2022
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DATE:
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TECH. REVIEW:
AutoCAD SHX Text
DESIGNED:
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DRAWN:
AutoCAD SHX Text A2 Plaza Details.dwg
AutoCAD SHX Text 3/18/2022
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- AUTOCAD 2014 -
AutoCAD SHX Text Pennsylvania State Memorial
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CONCRETE PAVING REPAIR
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AutoCAD SHX Text A2
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TOOL JOINTS IN NEW CONCRETE PAVING TO MATCH ORIGINAL PATTERN.
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CONSTRUCTION JOINT TO MATCH EXISTING SCORING PATTERN.
AutoCAD SHX Text EPOXY COATED WELDED WIRE REINFORCING. SET ON CHAIRS AND CUT TO MATCH THE SHAPE OF CONCRETE SECTION.
AutoCAD SHX Text #3 EPOXY-COATED SMOOTH BAR AT 12 INCHES O.C. SET IN ADHESIVE WITH 3 INCH EMBEDMENT (10 INCH LONG BAR).
AutoCAD SHX Text EXISTING COMPACTED GRAVEL SUBBASE. PROOF ROLL EXISTING GRAVEL SUBBASE AFTER REMOVAL OF EXISTING CONCRETE PLAZA. REMOVE EXISTING SUBBASE AND INSTALL NEW COMPACTED GRAVEL SUBBASE AS NEEDED; ASSUME 25 PERCENT OF TOTAL PLAZA AREA (6" DEEP).
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NEW CONCRETE PAVING TO MATCH COLOR, FINISH, AND TEXTURE OF ORIGINAL PAVING.
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SCALE OF FEET
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SCORED SQUARE PATTERN (MATCH ORIGINAL)
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SCALE OF FEET
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A3
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WALKWAY PAVING AND
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GRANITE STEP REPAIR DETAILS
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text
AutoCAD SHX Text 210046A
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AutoCAD SHX Text Vicksburg National Military Park
AutoCAD SHX Text Vicksburg, Mississippi
AutoCAD SHX Text
DS/TMP/JJ
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AJV/AM
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PT
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10 JUNE 2022
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DATE:
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TECH. REVIEW:
AutoCAD SHX Text
DESIGNED:
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DRAWN:
AutoCAD SHX Text A3 Sidewalk Details.dwg
AutoCAD SHX Text 3/23/2022
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- AUTOCAD 2014 -
AutoCAD SHX Text Pennsylvania State Memorial
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CONCRETEWALKWAY SURFACE
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AutoCAD SHX Text A3
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CONCRETE CURB AND SIDEWALK
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AutoCAD SHX Text A3
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5" CONCRETE SLAB REINFORCED AS REQUIRED OR (TYP. FOR PARK)
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EXPOSED AGGREGATE FINISH AT SIDEWALK
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TOOLED CONTROL JOINT 1-1/4" DEEP X 1/4" WIDE, 3" SMOOTH WIDE.
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6" COMPACTED AGGREGATE BASE OR (TYP. FOR PARK)
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COMPACTED SUBGRADE
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EXISTING ASPHALT PARKING LOT. REPLACE STRIP OF ASPHALT IF UNDERMINED.
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NOT TO SCALE
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NOT TO SCALE
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#3 CONTINUOUS EPOXY COATED REBAR, TYP
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CONTINUOUS CONCRETE HAUNCH AT EDGE OF SIDEWALK.
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GRANITE STEP REPAIR
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AutoCAD SHX Text A3
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NOT TO SCALE
AutoCAD SHX Text EXISTING SETTING BED. PROVIDE A/E WITH DOCUMENTATION OF EXISTING SETTING BED WHEN GRANITE STEPS ARE REMOVED.
AutoCAD SHX Text REMOVE AND RESET EXISTING GRANITE STEPS WHERE SHOWN OVER NEW 2 INCH MORTAR BED. REFER TO SHEET A1.
AutoCAD SHX Text REMOVE AND REPLACE EXISTING MORTAR AT JOINT BETWEEN GRANITE STEP UNITS, TYP. WITH NEW MORTAR TO MATCH EXISTING.
AutoCAD SHX Text PROVIDE (2) 3/8" BY 9" LONG S.S. DOWELS AT RESET TOP UNITS AND ADJACENT CONCRETE PLAZA. DRILLED HOLE DEPTH TO BE 1/4" GREATER THAN DOWEL LENGTH (TO ALLOW FOR THERMAL MOVEMENT). FILL HOLES WITH NON-STAINING SEALANT PRIOR TO INSERTING DOWEL.
AutoCAD SHX Text PROVIDE (2) 1/4" BY 3" LONG S.S. DOWELS INTO 5/16" HOLES BETWEENTOP STEP UNIT AND SECOND UNIT. DOWELS TO EXTEND 1" MIN. INTO EACH UNIT AND ADJACENT GRANITE. DRILLED HOLE DEPTH TO BE 1/4" GREATER THAN DOWEL LENGTH (TO ALLOW FOR THERMAL MOVEMENT). FILL HOLES WITH NON-STAINING SEALANT PRIOR TO INSERTING DOWELS.
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5" CONCRETE SLAB REINFORCED (TYP. FOR PARK)
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NOTE: INSTALL EXPANSION JOINT IN SIDEWALK AT 46' MAXIMUM : INSTALL EXPANSION JOINT IN SIDEWALK AT 46' MAXIMUM SPACING WITH 1/2" COMPRESSIBLE FILLER AND SEALANT JOINT. INSTALL #3 SMOOTH BARS AT 12" O.C. AT EXPANSION JOINT.
| Sheets and Views |
| G0 VICKCOV-G0 |
| G1 GENNOTE-G2 |
| G2 SITEPLAN-G1 |
| G3 PARKING AREA DETAIL-G2 |
| A1 Plaza Plan-A1 |
| A2 Plaza Details-A4 |
| A3 Sidewalk Details-A4 |
| 2022-07-22T11:49:16-0400 | |
| Michael A. Horst |
| 2022-07-22T11:50:54-0400 | |
| Michael A. Horst |
| 2022-07-22T11:51:30-0400 | |
| Michael A. Horst |
| 2022-07-22T11:52:02-0400 | |
| Michael A. Horst |
| 2022-07-22T11:52:43-0400 | |
| Michael A. Horst |
| 2022-07-22T11:53:49-0400 | |
| Michael A. Horst |
| 2022-07-22T11:54:22-0400 | |
| Michael A. Horst |
File details come from the government source that posted it. Updated .