36C25519R0100-002.pdf

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Attached to: 657A4-17-901 REPLACE LIFE SAFETY GENERATOR (VA-19-00066349) ANSWERS TO QUESTIONS RECIEVED AND PRE-BID SIGN- IN
Solicitation number: 36C25519R0100
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

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36C25519R0100 657A4_17_901 Sealed Drawings.pdf

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ARCHITECTURE ENGINEERING CONSTRUCTION

PROJECT NUMBER 657A4-17-901

GENERAL NOTES

VA PROJECT TEAM

OWNER: OWNER'S CONTRACTING OFFICER:

DESIGN INTENT:

INDEX OF DRAWINGS

DRAWING TITLEDWG NO.

GENERAL INFORMATION

SHEET OF #

GI001

PHASING

GENERAL

SITE PLAN

NORTH

ED101

ELECTRICAL

ELECTRICAL DEMOLITION PLAN

E-001

LEGEND, ABBREVIATIONS AND SYMBOLS

ES101 ELECTRICAL SITE PLAN - EXISTING

EP101 ELECTRICAL POWER PLAN - NEW ELECTRICAL DISTRIBUTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

100% CONSTRUCTION

DRAWINGS

04-19-2019

REPLACE LIFE LINE GENERATOR 657A4-17-901

POPLAR BLUFF, MISSOURI

Apogee Consulting Group 215 W. Oak Street Suite 800A Fort Collins, CO 80521 919-535-3806 Josh VandenEnde

17-205

SHEET OF 19

SITE

GI001

BDBCAS

GENERAL INFORMATION

ES601 SINGLE LINE DIAGRAM

SITE PLAN PROVIDED FOR RELATIVE LOCATION REFERENCE ONLY. SEE SHADED BUILDINGS.

CS501

CIVIL

CIVIL SITE DESIGN SITE PLAN DETAILS

C-001 CIVIL SITE DESIGN NOTES & LEGEND

CS101 CIVIL SITE DESIGN EXISTING SITE CONDITIONS

CS102 CIVIL SITE DESIGN PROPOSED SITE PLAN

STRUCTURAL

S-001 STRUCTURAL DESIGN NOTES

SS101 STRUCTURAL DESIGN PLAN & DETAILS

EP102

ELECTRICAL PLAN - LIGHTING, OUTLETS, LOW VOLTAGE

SS102 ELECTRICAL CONDUIT STRUCTURAL DESIGN PLAN & DETAILS

EP301 ELECTRICAL PLAN - BLDG #20 DETAILS AND SECTIONS

MECHANICAL

MS101 MECHANICAL PLAN - RTU FILTERING

ES602 NEW SWITCHGEAR BUILDING GROUNDING DIAGRAM

EP302 ELECTRICAL PLAN - DETAILS AND SECTIONS

EP103 ELECTRICAL PLAN - SIGNAL CONDUCTOR ROUTING 17 OF 19

CIVIL AND STRUCTURAL ENGINEER:

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING

SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

DocuSign Envelope ID: B2AC5C95-5D04-4347-841F-45DDAA5C28D8

4/23/2019

EXISTING UTILITIES NOTE:

LEGEND

NOTE:

ALL ITEMS IN THE GENERAL LEGEND

MAY OR MAY NOT BE USED IN THIS PLAN SET.

SWPPP NOTES

CONTROL POINTS UTILITIES:

CP#

GENERAL NOTES:

CP#

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

100% CONSTRUCTION

DOCUMENTS

4-19-19

REPLACE LIFE LINE GENERATOR 657A4-17-901

POPLAR BLUFF, MISSOURI

Apogee Consulting Group 215 W. Oak Street Suite 800A Fort Collins, CO 80521 919-535-3806 Josh VandenEnde

17-205

Civil Engineer:

SHEET OF 19

SITE

C-001

DKHWJC

CIVIL SITE DESIGN

NOTES & LEGEND

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

SMITH CO.

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

ENGINEERS NUMBER

PE-2004017146

WILLIAM

J. COBB

P R

FESS IONA L ENGIN

TA T E OF MISSOUR

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OF THE SECTION

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INDICATES ORIENTATION

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SHEET NUMBER ON WHICH SECTION APPEARS

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CROSS-SECTION LETTER OR NUMBER

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DETAIL LETTER OR NUMBER

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SHEET NUMBER ON WHICH DETAIL APPEARS

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%%UCIRCULAR CURVE PARAMETERS%%U

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PI = POINT OF INTERSECTION

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PC = POINT OF CURVATURE

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PT = POINT OF TANGENCY

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I = DEFLECTION ANGLE

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AutoCAD SHX Text Dc = DEGREE OF CURVE (CHORD DEFINITION)

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T = TANGENT LENGTH

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R = RADIUS

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L = LENGTH OF CURVE

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C = CHORD LENGTH

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E = EXTERNAL

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M = MIDDLE ORDINATE

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1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE ABOVE-GROUND OBJECTS AND MARKINGS, PREVIOUS RECORD DRAWINGS AND SURVEYS PROVIDED TO SMITH&CO. BY OTHERS, AND PAINT OR OTHER MARKINGS MADE BY UTILITY COMPANIES AND/OR UTILITY LOCATOR SERVICES PRIOR TO THE FIELD SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED OBJECTS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES/CONDUITS MAY VARY FROM THE LOCATIONS SHOWN HEREUPON. ADDITIONAL BURIED UTILITIES THAT DO NOT HAVE SURFACE MARKERS MAY BE ENCOUNTERED DURING EXCAVATION. 2. SMITH&CO. IS NOT A UTILITY LOCATOR SERVICE. SMITH&CO. IS NOT RESPONSIBLE OR LIABLE FOR DAMAGES RESULTING FROM UNMARKED OR INACCURATELY MARKED UNDERGROUND UTILITIES OR STRUCTURES. 3. VA PREMISES IS CONSIDERED PRIVATE PROPERTY AND MISSOURI ONE CALL WILL NOT MARK ONSITE UTILITIES. CONTRACTOR TO HIRE A PRIVATE UTILITY LOCATOR COMPANY TO LOCATE ALL UTILITIES WITHIN PROJECT AREA. 4. CONTRACTOR TO PROVIDE REDLINE DRAWINGS WITH ALL LOCATED UTILITIES.

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EXISTING

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PROPOSED

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PHPD

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RISER

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ELEC.

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RIGHT-OF-WAY MARKER

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TREE LINE

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TREE

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TELEPHONE PEDESTAL

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ELECTRICAL RISER

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CLEAN OUT

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SIGN

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DROP INLET

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PROPERTY LINE

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PP-1

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EXIST. MH

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METER

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CONTROL POINT

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UNDERGROUND UTILITY LINES:

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POWER POLE

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METER WATER/GAS/ELECTRIC ETC

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SIGN

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RIGHT-OF-WAY LINE

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POWER POLE

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W/TRANSFORMERS NO

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GUY WIRE ANCHOR

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FIRE HYDRANT

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WATER

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LIGHT POLE

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TELEPHONE POLE

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CABLE POLE

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MANHOLE

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DROP INLET FOR STORM WATER

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VALVE WATER/GAS

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SANITARY SEWER

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FORCE MAIN

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STORM SEWER

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TELEPHONE

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GAS

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ELECTRIC

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CABLE

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FUEL LINE

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CABLE

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TELEPHONE

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ELECTRIC

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OVERHEAD UTILITY LINES:

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FLUSH HYDRANT

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(FLUSH)

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WATER/GAS/ELECTRIC

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DOWN SPOUT

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FENCE

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CHAIN LINK

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WOOD

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BARBED WIRE

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INTERMEDIATE

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CONTOURS

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INDEX

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GUARD RAIL

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PIPE/CULVERT

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BUILDING

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TREE

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SIGN

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PP-1

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POWER POLE

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SIGN

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POWER POLE

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W/TRANSFORMERS NO

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FIRE HYDRANT

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2" WATER LINE

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LIGHT POLE

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TELEPHONE POLE

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CABLE POLE

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VALVE WATER

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FLUSH HYDRANT

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(FLUSH)

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CONTOURS

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WATER

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4" WATER LINE

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6" WATER LINE

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8" WATER LINE

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10" WATER LINE

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12" WATER LINE

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WATER SERVICE

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GUARD RAIL

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PIPE/CULVERT

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GAS VALVE

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DROP INLET

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DROP INLET #1

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TEMP.CONSTRUCTION EASEMENT

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SILT FENCE

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CP#

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BUILDING

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SANITARY SEWER

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SEWER

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FORCE MAIN

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MANHOLE

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MH#

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SEWER SERVICE

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CLEAN OUT

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RIGHT-OF-WAY

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EASEMENT (PERMANENT)

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EASEMENT (TEMPORARY)

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DITCH FLOW LINE DIRECTION

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FIBER OPTIC

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1. SITE OWNER: JOHN J. PERSHING VETERAN AFFAIRS MEDICAL CENTER SITE OWNER: JOHN J. PERSHING VETERAN AFFAIRS MEDICAL CENTER 2. SITE ADDRESS: 1500 N. WESTWOOD BLVD., POPLAR BLUFF, MO 63901 SITE ADDRESS: 1500 N. WESTWOOD BLVD., POPLAR BLUFF, MO 63901 3. REFER TO IMPROVEMENT PLANS FOR PERTINENT TOPOGRAPHICAL AND SITE PLAN INFORMATION. REFER TO IMPROVEMENT PLANS FOR PERTINENT TOPOGRAPHICAL AND SITE PLAN INFORMATION. 4. RUNOFF COEFFICIENTS: UNDEVELOPED - 0.7 RUNOFF COEFFICIENTS: UNDEVELOPED - 0.7 UNDEVELOPED - 0.7 DEVELOPED - 0.7 5. TOTAL LAND ESTIMATED TO BE DISTURBED - APPROXIMATELY 0.1 ACRES TOTAL LAND ESTIMATED TO BE DISTURBED - APPROXIMATELY 0.1 ACRES APPROXIMATELY 0.1 ACRES 6. REFER TO EROSION CONTROL PLAN FOR LOCATION OF ACCESS TO CONSTRUCTION SITE. REFER TO EROSION CONTROL PLAN FOR LOCATION OF ACCESS TO CONSTRUCTION SITE. 7. DESCRIPTION OF B.M.P.'S TO CONTROL EROSION AND SEDIMENTATION (INTERIM AND PERMANENT STABILIZATION PRACTICES) DESCRIPTION OF B.M.P.'S TO CONTROL EROSION AND SEDIMENTATION (INTERIM AND PERMANENT STABILIZATION PRACTICES) A. CONTRACTOR SHALL ESTABLISH PERIMETER SILTATION CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. AREAS REQUIRING MINOR CLEARING CONTRACTOR SHALL ESTABLISH PERIMETER SILTATION CONTROL PRIOR TO ANY CONSTRUCTION ACTIVITIES. AREAS REQUIRING MINOR CLEARING &/OR GRADING PRIOR TO INSTALLATION OF SILTATION CONTROL SHALL BE COMPLETED IN A TIMELY MANNER AND SILTATION CONTROL ESTABLISHED IMMEDIATELY FOLLOWING. B. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE THE ACCESS AREAS INTERSECT WITH PUBLIC ACCESS WAYS. DURING TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE THE ACCESS AREAS INTERSECT WITH PUBLIC ACCESS WAYS. DURING MUDDY CONDITIONS, DRIVERS OF VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE ROADWAY. WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ACCESS WAYS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. C. UPON COMMENCEMENT OF INITIAL CLEARING AND GRUBBING OPERATIONS, AS WELL AS FUTURE GRADING OPERATIONS, TOPSOIL MUST BE UPON COMMENCEMENT OF INITIAL CLEARING AND GRUBBING OPERATIONS, AS WELL AS FUTURE GRADING OPERATIONS, TOPSOIL MUST BE STRIPPED FROM GRADED AREAS AND STOCKPILED FOR IN FINAL GRADING AND / OR EXCESS REMOVAL. THE STOCKPILES WILL BE KEPT ON SITE BUT MUST STAY CLEAR OF ALL CONSTRUCTION ACTIVITY. THE STOCKPILE MUST BE STABILIZED WITH TEMPORARY VEGETATION, OR COVERED AT THE END PF EACH WORKDAY, OR PERIMETER CONTROLS MUST BE IN PLACE TO PREVENT SOIL LOSS AND SEDIMENT TRANSPORT FROM THE STOCKPILE ITSELF UNTIL NEEDED. D. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHALL NOT EXCEED 10 TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHALL NOT EXCEED 10 PERCENT SLOPE. E. CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS OF THE SITE SCHEDULED FOR CONSTRUCTION. AREAS NOT SCHEDULED FOR IMMEDIATE CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS OF THE SITE SCHEDULED FOR CONSTRUCTION. AREAS NOT SCHEDULED FOR IMMEDIATE CONSTRUCTION SHALL NOT BE CLEARED OF ESTABLISHED VEGETATION UNTIL REQUIRED. REMAINDER OF SITE SHALL BE GRADED, AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SILTATION CONTROL THROUGHOUT THE DURATION OF THE PROJECT. F. STORM DRAINS SHALL BE INSTALLED AS EARLY AS POSSIBLE, PROVIDED THE INSTALLATION DOES NOT CONFLICT WITH OTHER CONSTRUCTION STORM DRAINS SHALL BE INSTALLED AS EARLY AS POSSIBLE, PROVIDED THE INSTALLATION DOES NOT CONFLICT WITH OTHER CONSTRUCTION ACTIVITIES. INLET PROTECTION SHALL BE PLACED AROUND EACH INLET, IMMEDIATELY, UPON COMPLETION OF CONSTRUCTION OF EACH INLET. INLETS MAY BE UTILIZED FOR STORM WATER CONTROL DURING CONSTRUCTION, WITH THE SILT FENCE AND EROSION CONTROL MEASURES IN PLACE. G. IF SEEDING OR ANOTHER VEGETATIVE EROSION CONTROL METHOD IS USED, IT SHALL BECOME ESTABLISHED WITHIN TWO WEEKS OR THE SITE IF SEEDING OR ANOTHER VEGETATIVE EROSION CONTROL METHOD IS USED, IT SHALL BECOME ESTABLISHED WITHIN TWO WEEKS OR THE SITE SHALL BE RE-SEEDED OR A NON-VEGETATIVE OPTION EMPLOYED. H. TECHNIQUES SHALL BE EMPLOYED TO ENSURE STABILIZATION ON STEEP SLOPES AND IN DRAINAGE WAYS. TECHNIQUES SHALL BE EMPLOYED TO ENSURE STABILIZATION ON STEEP SLOPES AND IN DRAINAGE WAYS. I. THE ENTIRE SITE MUST BE STABILIZED, USING HEAVY MULCH LAYER OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION TO THE ENTIRE SITE MUST BE STABILIZED, USING HEAVY MULCH LAYER OR ANOTHER METHOD THAT DOES NOT REQUIRE GERMINATION TO CONTROL EROSION, AT THE CLOSE OF THE CONSTRUCTION SEASON. J. TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE. TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE. K. TECHNIQUES SHALL BE EMPLOYED TO DIVERT UPLAND RUNOFF PAST DISTURBED SLOPES. TECHNIQUES SHALL BE EMPLOYED TO DIVERT UPLAND RUNOFF PAST DISTURBED SLOPES. L. ALL PROPOSED TURF AREAS, ONCE CONSTRUCTED TO FINAL GRADE SHALL BE SEEDED/SODDED WITHIN FIVE DAYS AFTER FINAL GRADING OF ALL PROPOSED TURF AREAS, ONCE CONSTRUCTED TO FINAL GRADE SHALL BE SEEDED/SODDED WITHIN FIVE DAYS AFTER FINAL GRADING OF THE SITE WHERE SHOWN ON THE PLAIN. SHOULD WEATHER CAUSE DELAYS IN EARTHWORK OPERATIONS, ADDITIONAL SILTATION CONTROL MEASURES MAY BE REQUIRED. M. ANY DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR FIVE DAYS OR MORE SHALL BE STABILIZED WITH SEEDING AND MULCHING PER ANY DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR FIVE DAYS OR MORE SHALL BE STABILIZED WITH SEEDING AND MULCHING PER SPECIFICATIONS WITHIN FIVE DAYS. IF SEASONAL CONDITIONS PROHIBIT SEEDING, MULCHING OR MATTING SHALL BE USED. N. SETTLING BASINS, SEDIMENT TRAPS, OR TANKS AND PERIMETER CONTROLS AS REQUIRED. SETTLING BASINS, SEDIMENT TRAPS, OR TANKS AND PERIMETER CONTROLS AS REQUIRED. O. SETTLING BASINS SHALL BE PROVIDED FOR EACH DRAINAGE AREA WITHIN 10 OR MORE ACRES DISTURBED AT ONE TIME AND SHALL BE SIZED SETTLING BASINS SHALL BE PROVIDED FOR EACH DRAINAGE AREA WITHIN 10 OR MORE ACRES DISTURBED AT ONE TIME AND SHALL BE SIZED TO CONTAIN 0.5 INCH OF SEDIMENT FROM THE DRAINAGE AREA AND BE ABLE TO CONTAIN A 2-YEAR, 24-HOUR STORM. IF THE PROVISION OF A BASIN OF THIS SIZE IS IMPRACTICAL, OTHER SIMILARLY EFFECTIVE BEST MANAGEMENT PRACTICES (BMP), AS EVALUATED AND SPECIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), SHALL BE UTILIZED. P. WHEN REQUIRED, SETTLING BASINS SHALL BE DESIGNED IN A MANNER THAT ALLOWS ADAPTATION TO PROVIDE LONG-TERM STORM WATER WHEN REQUIRED, SETTLING BASINS SHALL BE DESIGNED IN A MANNER THAT ALLOWS ADAPTATION TO PROVIDE LONG-TERM STORM WATER MANAGEMENT, AS REQUIRED BY THE STATE, COUNTY, OR CITY HAVING ENFORCEMENT AUTHORITY AND RESPONSIBILITIES. Q. SETTLING BASINS SHALL HAVE STABILIZED SPILLWAYS TO MINIMIZE THE POTENTIAL FOR EROSION OF THE SPILLWAY OR BASIN EMBANKMENT. SETTLING BASINS SHALL HAVE STABILIZED SPILLWAYS TO MINIMIZE THE POTENTIAL FOR EROSION OF THE SPILLWAY OR BASIN EMBANKMENT. R. PROTECTION FOR ADJACENT PROPERTIES BY THE USE OF VEGETATED BUFFER STRIP IN COMBINATION WITH PERIMETER CONTROLS. PROTECTION FOR ADJACENT PROPERTIES BY THE USE OF VEGETATED BUFFER STRIP IN COMBINATION WITH PERIMETER CONTROLS. S. SEDIMENTATION CONTROLS SHALL ONLY BE REMOVED AFTER THE SITE IS COMPLETELY STABILIZED, VEGETATION IS WELL ESTABLISHED, AND ALL SEDIMENTATION CONTROLS SHALL ONLY BE REMOVED AFTER THE SITE IS COMPLETELY STABILIZED, VEGETATION IS WELL ESTABLISHED, AND ALL PAVEMENT AREAS ARE INSTALLED. 8. DESCRIPTION OF B.M.P.'S TO PREVENT POTENTIAL POLLUTANTS DESCRIPTION OF B.M.P.'S TO PREVENT POTENTIAL POLLUTANTS (CONSTRUCTION WASTES, TOXIC OR HAZARDOUS SUBSTANCES, PETROLEUM PRODUCTS, PESTICIDES, HERBICIDES, SITE LITTER, SANITARY WASTES, ETC.) A. SOLID NON-HAZARDOUS CONSTRUCTION WASTE - DISPOSE OF IN TRASH DUMPSTERS OR APPROVED EQUIVALENT IN A LOCATION APPROVED SOLID NON-HAZARDOUS CONSTRUCTION WASTE - DISPOSE OF IN TRASH DUMPSTERS OR APPROVED EQUIVALENT IN A LOCATION APPROVED BY THE OWNER. POTENTIALLY SOLUBLE OR LEACHABLE SOLID WASTE SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK-PROOF CONTAINERS. SOLID WASTE SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK-PROOF CONTAINERS. SOLID WASTE SHALL BE PROPERLY DISPOSED OF OFF-SITE ON A REGULAR BASIS. B. HAZARDOUS WASTE - HAZARDOUS WASTE SHALL BE SEGREGATED FROM NON-HAZARDOUS CONSTRUCTION SITE DEBRIS. LIQUID OR HAZARDOUS WASTE - HAZARDOUS WASTE SHALL BE SEGREGATED FROM NON-HAZARDOUS CONSTRUCTION SITE DEBRIS. LIQUID OR SEMI-LIQUID HAZARDOUS WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS (CLOSED DRUMS OR SIMILAR) AND SHALL BE KEPT UNDER COVER. GRANULAR, SOLUBLE, OR LEACHABLE HAZARDOUS WASTE MATERIALS SHALL BE STORED OFF THE GROUND AND IN COVERED LEAK-PROOF CONTAINERS, THE OWNER SHALL PROPERLY APPROVE ANY HAZARDOUS WASTE STORAGE AREA LOCATIONS. C. HAZARDOUS WASTE SHALL BE PROPERLY DISPOSED OF OFF-SITE ON A REGULAR BASIS BY A REPUTABLE, LICENSED HAZARDOUS WASTE HAZARDOUS WASTE SHALL BE PROPERLY DISPOSED OF OFF-SITE ON A REGULAR BASIS BY A REPUTABLE, LICENSED HAZARDOUS WASTE HAULER. D. IT IS NOT THE INTENT OF THIS SWPPP TO SUPERSEDE OR REPLACE NORMAL SITE ASSESSMENT AND REMEDIATION PROCEDURES CONCERNING IT IS NOT THE INTENT OF THIS SWPPP TO SUPERSEDE OR REPLACE NORMAL SITE ASSESSMENT AND REMEDIATION PROCEDURES CONCERNING HAZARDOUS MATERIALS. SIGNIFICANT SPILLS AND/OR CONTAMINATION WARRANT AN IMMEDIATE RESPONSE BY TRAINED PROFESSIONALS. SUSPECTED JOB SITE CONTAMINATION SHOULD IMMEDIATELY BE REPORTED TO REGULATORY AUTHORITIES AND PROTECTIVE MEASURES TAKEN. E. FRESH CONCRETE WASTE AND CONCRETE EQUIPMENT WASH DOWNS SHALL BE CONTAINED AND SHALL BE STORED AWAY FROM DRAINAGE FRESH CONCRETE WASTE AND CONCRETE EQUIPMENT WASH DOWNS SHALL BE CONTAINED AND SHALL BE STORED AWAY FROM DRAINAGE DITCHES, SWALES AND DRAINAGE STRUCTURES. WHERE APPROPRIATE, CONTAINMENT BERMS SHALL BE PLACED AROUND WASTE STORAGE AREAS. F. ON-SITE FUELING FACILITIES ARE REQUIRED TO ADHERE TO ALL APPLICABLE FEDERAL AND STATE REGULATIONS CONCERNING STORAGE AND ON-SITE FUELING FACILITIES ARE REQUIRED TO ADHERE TO ALL APPLICABLE FEDERAL AND STATE REGULATIONS CONCERNING STORAGE AND DISPENSERS. G. PROVISIONS SHALL BE MADE SO THAT A SUFFICIENT NUMBER OF TEMPORARY TOILET FACILITIES ARE AVAILABLE TO SERVE THE NUMBER OF PROVISIONS SHALL BE MADE SO THAT A SUFFICIENT NUMBER OF TEMPORARY TOILET FACILITIES ARE AVAILABLE TO SERVE THE NUMBER OF WORKERS ON-SITE. H. PROVISIONS SHALL ME MADE FOR LITTER CONTROL. PROVISIONS SHALL ME MADE FOR LITTER CONTROL. 9. DESCRIPTION OF B.M.P.'S TO REMAIN AFTER CONSTRUCTION DESCRIPTION OF B.M.P.'S TO REMAIN AFTER CONSTRUCTION A. STORM DRAINS AND PIPES - SHALL BE CLEARED OF ALL MUD AND DEBREA STORM DRAINS AND PIPES - SHALL BE CLEARED OF ALL MUD AND DEBREA B. TURF AREAS - TURF AREAS SHALL BE MAINTAINED TO INSURE SITE AREAS REMAIN STABILIZED UPON COMPLETION OF CONSTRUCTION TURF AREAS - TURF AREAS SHALL BE MAINTAINED TO INSURE SITE AREAS REMAIN STABILIZED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. C. PAVED AREAS AND WALKWAYS - AREAS SUBJECT TO FOOT AND VEHICLE TRAFFIC SHALL BE PAVED AND KEPT IN GOOD REPAIR FOLLOWING PAVED AREAS AND WALKWAYS - AREAS SUBJECT TO FOOT AND VEHICLE TRAFFIC SHALL BE PAVED AND KEPT IN GOOD REPAIR FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. 10. HAUL ROUTE OF EXCESS SPOILS TO BE DETERMINED BY SITE CONTRACTOR. 11. REFER TO B.M.P.'S DESCRIPTIONS AND THE SWPPP PLAN TO REFERENCE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THIS SITE. 12. SEE STANDARD VA SPECIFICATIONS FOR SEEDING RATES. 13. PLANNED RESPONSE TO LOSS OF CONTAINED SEDIMENT: PLANNED RESPONSE TO LOSS OF CONTAINED SEDIMENT: B.M.P.'S SHALL BE REPAIRED AND/OR REPLACED IMMEDIATELY, AS REQUIRED, TO STABILIZE SITE AND CONTAIN SEDIMENT LADEN RUNOFF. OFFSITE AREAS SHALL BE REVIEWED FOR EXTENT OF IMPACT FROM B.M.P. FAILURE. PERMIT HOLDER SHALL BE REQUIRED TO PROVIDE DOCUMENTATION OF THE B.M.P. MEASURES, INSTALLED AND SCHEDULED MAINTENANCE, AND REPAIRS. 14. ON-SITE GENERAL CONTRACTOR ON-SITE GENERAL CONTRACTOR A. THE GENERAL CONTRACTOR SHALL NOTIFY ALL CONTRACTORS AND OTHER ENTITIES (INCLUDING UTILITY CREWS, CITY EMPLOYEES, OR THEIR THE GENERAL CONTRACTOR SHALL NOTIFY ALL CONTRACTORS AND OTHER ENTITIES (INCLUDING UTILITY CREWS, CITY EMPLOYEES, OR THEIR AGENTS) THAT WILL PERFORM WORK AT THE SITE, OF THE EXISTENCE OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND WHAT ACTIONS OR PRECAUTIONS SHALL BE TAKEN WHILE ON SITE TO MINIMIZE THE POTENTIAL FOR EROSION AND THE POTENTIAL FOR DAMAGING ANY BEST MANAGEMENT PRACTICES (BMP'S). B. THE GENERAL CONTRACTOR, IN COORDINATION WITH THE SITE SAFETY AND HEALTH OFFICER, SHALL DETERMINE THE NEED FOR AND ESTABLISH THE GENERAL CONTRACTOR, IN COORDINATION WITH THE SITE SAFETY AND HEALTH OFFICER, SHALL DETERMINE THE NEED FOR AND ESTABLISH TRAINING PROGRAMS TO ENSURE THAT ALL SITE WORKERS HAVE BEEN TRAINED, AT A MINIMUM, IN EROSION CONTROL, MATERIAL HANDLING AND STORAGE, AND HOUSEKEEPING. C. PROVIDE COPIES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ALL PARTIES WHO ARE RESPONSIBLE FOR INSTALLATION, PROVIDE COPIES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ALL PARTIES WHO ARE RESPONSIBLE FOR INSTALLATION, OPERATION, OR MAINTENANCE FOR ANY BEST MANAGEMENT PRACTICES (BMP'S). D. MAINTAIN A CURRENT COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE AT ALL TIMES. MAINTAIN A CURRENT COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE AT ALL TIMES. 15. PRIOR TO ANY MAJOR LAND DISTURBANCE ACTIVITY (OVER 1 ACRE), A LAND DISTURBANCE PERMIT FROM THE STATE OF MISSOURI DEPARTMENT OF NATURAL RESOURCES, WILL BE REQUIRED. 16. ANY LAND CLEARING, CONSTRUCTION, OR DEVELOPMENT INVOLVING THE MOVEMENT OF EARTH SHALL BE IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN.

AutoCAD SHX Text WATER AND SEWER POPLAR BLUFF MUNICIPAL UTILITIES GAS LACLEDE GAS / SPIRE TELEPHONE AT&T OR BIG RIVER ELECTRIC POPLAR BLUFF MUNICIPAL UTILITIES CABLE NEWWAVE COMMUNICATIONS

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NORTHING=342201.6260, EASTING=844595.0490

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ELEV.=432.800

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VA-1

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NORTHING=342313.1200, EASTING=844244.8930

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ELEV.=454.000

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VA-2

AutoCAD SHX Text 1.) ALL GRADED AREAS SHALL BE PROTECTED FROM EROSION BY EROSION CONTROL DEVICES AND/OR SEEDING AND MULCHING. EROSION CONTROL SHALL NOT BE LIMITED TO WHAT IS SHOWN ON THE PLAN. WHATEVER MEANS NECESSARY SHALL BE TAKEN TO PREVENT SILTATION AND EROSION FROM FROM ENTERING NATURAL STREAMS AND ADJACENT ROADWAYS, PROPERTIES, AND DITCHES. 2.) PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS ON PAVED AREAS. CONTRACTOR TO GRADE ALL AREAS TO REQUIRED SUBGRADE. PROPOSED CONTOURS SHOWN ARE FINISHED ELEVATIONS ON PAVED AREAS. CONTRACTOR TO GRADE ALL AREAS TO REQUIRED SUBGRADE. 3.) ALL FILL PLACED FOR PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS, AND FOR DRAINAGE BERMS SHALL BE COMPACTED ALL FILL PLACED FOR PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS, AND FOR DRAINAGE BERMS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T-180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99. A TEST SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS. 4.) THE GENERAL CONTRACTOR SHALL FLAG ALL SANITARY AND STORM SEWER STRUCTURES WITH A 2X4 PAINTED ORANGE AND MARKED TO READ THE GENERAL CONTRACTOR SHALL FLAG ALL SANITARY AND STORM SEWER STRUCTURES WITH A 2X4 PAINTED ORANGE AND MARKED TO READ "STORM SEWER STRUCTURE OR SANITARY SEWER STRUCTURE DO NOT BURY". 5.) SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. 6.) CONTRACTOR IS TO REMOVE AND DISPOSE OF, OFF SITE, ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION CONTRACTOR IS TO REMOVE AND DISPOSE OF, OFF SITE, ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 7.) THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING ALL PHASES OF THIS DEMOLITION PLAN. CONTRACTOR SHALL REPAIR AT NO COST TO GOVERNMENT. 8.) THE CONTRACTOR SHALL RESTORE OFFSITE CONSTRUCTION AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO THE THE CONTRACTOR SHALL RESTORE OFFSITE CONSTRUCTION AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF WORK 9.) ALL EXCAVATIONS, GRADING, OR FILLING SHALL HAVE A FINISHED GRADE NOT TO EXCEED A 3:1 SLOPE (33 PERCENT). STEEPER GRADES MAY ALL EXCAVATIONS, GRADING, OR FILLING SHALL HAVE A FINISHED GRADE NOT TO EXCEED A 3:1 SLOPE (33 PERCENT). STEEPER GRADES MAY BE APPROVED BY THE DESIGNATED OFFICIAL IF THE EXCAVATION IS THROUGH ROCK OR THE EXCAVATION OR THE FILL IS ADEQUATELY PROTECTED (A DESIGNED HEAD WALL OR TOE WALL MAY BE REQUIRED). RETAINING WALLS THAT EXCEED A HEIGHT OF FOUR (4) FEET SHALL REQUIRE THE CONSTRUCTION OF SAFETY GUARDS AS IDENTIFIED IN THE APPROPRIATE SECTION(S) OF THE ADOPTED BOCA CODES AND MUST BE APPROVED BY THE CITY BUILDING DEPARTMENT. PERMANENT SAFETY GUARDS WILL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE SECTION(S) OF THE ADOPTED BOCA CODES. 10.) PROVISIONS SHALL BE MADE TO ACCOMMODATE THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS DURING THE PROVISIONS SHALL BE MADE TO ACCOMMODATE THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS DURING THE AFTER GRADING. UN-VEGETATED OPEN CHANNELS SHALL BE DESIGNED SO THAT GRADIENTS RESULT IN VELOCITIES OF 2 FPS (FEET PER SECOND) OR LESS. OPEN CHANNELS WITH VELOCITIES MORE THAN 2 FPS AND LESS THAN 5 FPS SHALL BE ESTABLISHED IN PERMANENT VEGETATION BY USE OF COMMERCIAL EROSION CONTROL BLANKETS OR LINED WITH ROCK RIP RAP OR CONCRETE OR OTHER SUITABLE MATERIALS AS APPROVED BY THE DESIGNATED OFFICIAL. DETENTION BASINS, DIVERSIONS, OR OTHER APPROPRIATE STRUCTURES SHALL BE CONSTRUCTED TO PREVENT VELOCITIES ABOVE 5 FPS. 11.) ALL FILLED PLACES IN PROPOSED ROADS SHALL BE COMPACTED FROM THE BOTTOM OF THE FILL UP TO 90% MAXIMUM DENSITY AS ALL FILLED PLACES IN PROPOSED ROADS SHALL BE COMPACTED FROM THE BOTTOM OF THE FILL UP TO 90% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED AASHTO T-180 COMPACTION TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST ASSHTO T-99. A SOIL'S ENGINEER SHALL VERIFY ALL TESTS CONCURRENT WITH GRADING AND BACKFILLING OPERATIONS. A SEALED COPY OF THE RESULT REPORTS SHALL BE GIVE TO THE ENGINEER FOR REVIEW AND APPROVAL. 12.) WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE REESTABLISHED IN SUCH A DENSITY AS TO PREVENT WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE REESTABLISHED IN SUCH A DENSITY AS TO PREVENT EROSION. PERMANENT SOD SHALL BE ESTABLISHED AS SOON AS POSSIBLE. 13.) ALL CONSTRUCTION METHODS AND PRACTICES TO CONFORM WITH OSHA STANDARDS. ALL CONSTRUCTION METHODS AND PRACTICES TO CONFORM WITH OSHA STANDARDS. 14.) REMOVAL OF UNDERGROUND DIESEL TANK AND ENVIRONMENTAL CONTROLS SHALL BE AS OUTLINED IN THE SPECIFICATIONS AND AS SHOWN ON THE DEMOLITION PLANS.

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NORTHING=341942.4500, EASTING=844345.7120

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ELEV.=428.640

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VA-3

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S.H. SMITH & COMPANY MO. CERT.# E-616-D

AutoCAD SHX Text 4/19/19

UNDERGROUND

FUEL STORAGE TANK

TO BE REMOVED AND

REPLACE WITH SOILS

REMOTE RADIATOR

NORTH-SOUTH

(TO BE REMOVED)

EXISTING GENERATOR

BUILDING #16

(TO BE REMOVED)

8" FIELD DRAIN

TO BE REMOVED

EXISTING UTILITIES NOTE:

REMOVE 10" TREE

REMOVE SIDEWALK

SAWCUT CONCRETE

PRIOR TO REMOVAL

SAWCUT CONCRETE

PRIOR TO REMOVAL

EXISTING WALL TO BE

REMOVED AS REQUIRED

FOR CONDUIT RACK SEE

STRUCTURAL PLAN FOR

DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

100% CONSTRUCTION

DOCUMENTS

4-19-19

REPLACE LIFE LINE GENERATOR 657A4-17-901

POPLAR BLUFF, MISSOURI

Apogee Consulting Group 215 W. Oak Street Suite 800A Fort Collins, CO 80521 919-535-3806 Josh VandenEnde

17-205

Civil Engineer:

SHEET OF 19

SITE

CS101

DKHWJC

CIVIL SITE DESIGN

EXISTING SITE CONDITIONS

REMOVE DUCT

BANK/CONDUITS

SEE SHEET ED101

REMOVE DUCT

BANK/CONDUITS

SEE SHEET ED101

DUCT BANK/CONDUITS TO REMAIN

(DUCT BANK SHOWN IS ESTIMATED)

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

SMITH CO.

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

ENGINEERS NUMBER

PE-2004017146

WILLIAM

J. COBB

P R

FESS IONA L ENGIN

TA T E OF MISSOUR

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WTR

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AC UNITS W/ ELEC. SWITCH (3)

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UNDERGROUND ELEC. SERVICE MANHOLE

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EXISTING MV SWITCHGEAR BUILDING (TO REMAIN)

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SANITARY SEWER MANHOLE #35

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STORM SEWER DROP MANHOLE #37

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CONCRETE SIDEWALK

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ELECTRIC TRANS. PAD T1

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ELECTRIC TRANS. PAD T2

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ELECTRIC TRANS. PAD T8

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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EXISTING SWITCHGEAR BUILDING #20 FF: 422.41' (TO REMAIN)

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( IN FEET )

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1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE ABOVE-GROUND OBJECTS AND MARKINGS, PREVIOUS RECORD DRAWINGS AND SURVEYS PROVIDED TO SMITH&CO. BY OTHERS, AND PAINT OR OTHER MARKINGS MADE BY UTILITY COMPANIES AND/OR UTILITY LOCATOR SERVICES PRIOR TO THE FIELD SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED OBJECTS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES/CONDUITS MAY VARY FROM THE LOCATIONS SHOWN HEREUPON. ADDITIONAL BURIED UTILITIES THAT DO NOT HAVE SURFACE MARKERS MAY BE ENCOUNTERED DURING EXCAVATION. 2. SMITH&CO. IS NOT A UTILITY LOCATOR SERVICE. SMITH&CO. IS NOT RESPONSIBLE OR LIABLE FOR DAMAGES RESULTING FROM UNMARKED OR INACCURATELY MARKED UNDERGROUND UTILITIES OR STRUCTURES. 3. THE MISSOURI ONE CALL SYSTEM (DIG-RITE) MUST BE CALLED AT LEAST TWO WORKING DAYS AND NOT MORE THAN TEN WORKING DAYS BEFORE ANY EXCAVATIONS OR INTRUSIVE SUBSURFACE ACTIVITIES ARE BEGUN. ALTHOUGH SMITH&CO. MAY HAVE CALLED DIG-RITE PRIOR TO ANY FIELD SURVEYING, IT IS THE RESPONSIBILITY OF THE PERSON(S) PERFORMING THE EXCAVATION TO CALL MISSOURI ONE-CALL PRIOR TO DIGGING. MISSOURI ONE-CALL SYSTEM: CALL 1-800-344-7483 BEFORE YOU DIG.

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EX. METAL ENCLOSURE (TO REMAIN)

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EXISTING CHAIN LINK FENCE TO REMAIN

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EXISTING CHAIN LINK FENCE TO REMAIN

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S.H. SMITH & COMPANY MO. CERT.# E-616-D

PROPOSED

GENERATOR

PROPOSED

POWER ROOM

4'X10' CHAINLINK GATE

4'-1"

7'-7"

3'-5"

3'-3"

3'-6" CONC.

SIDEWALK

5'-0" CONC.

SIDEWALK

3'-6"

10' CHAINLINK FENCE

5'-0"

UNDERGROUND

DUCT BANK

SEE SHEET EP101

OVERHEAD

CONDUIT RACK

4'X10' CHAINLINK GATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

100% CONSTRUCTION

DOCUMENTS

4-19-19

REPLACE LIFE LINE GENERATOR 657A4-17-901

POPLAR BLUFF, MISSOURI

Apogee Consulting Group 215 W. Oak Street Suite 800A Fort Collins, CO 80521 919-535-3806 Josh VandenEnde

17-205

Civil Engineer:

SHEET OF 19

SITE

CS102

DKHWJC

CIVIL SITE DESIGN

PROPOSED SITE PLAN

UG DUCT BANK STUBBED

5' BEYOND EXISTING

MV DUCT BANK

(SEE SHEET EP101)

REF. SHEET SS101 FOR

STRUCTURAL DESIGN

REF. SHEET SS101 FOR

STRUCTURAL DESIGN

NEW SIDEWALK TO MATCH EXISTING GRADE (TYP)

CONTRACTOR TO SLOPE

GRASS AREA TO DRAIN (TYP)

CLEAN STONE

1" MINUS WITHIN

FENCED AREA TO

MATCH SWGR

NOTES:

REMOVE EXISTING TANK, CONCRETE

TOPPING AND CONNECTIONS,

TRANSFER EXISTING FUEL TO

ALTERNATE ONSITE TEMPORARY

TANK PROVIDED BY CONTRACTOR

AS DESIGNATED BY COR. FILTER

FUEL PER VA REQUIREMENTS. FUEL

WITHIN TANK REMAINS PROPERTY

OF VA. ENSURE APP/AHA IDENTIFIES

SPILL AND CONTAINMENTS

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

SMITH CO.

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

ENGINEERS

EXISTING FENCE THAT

SURROUNDS EXISTING MV

SWITCHGEAR. TYPICAL.

NUMBER

PE-2004017146

WILLIAM

J. COBB

P R

FESS IONA L ENGIN

TA T E OF MISSOUR

AutoCAD SHX Text

WTR

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4/23/2019 12:57 PM

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WINDOW WELLS W/ DRAINS & RAILING

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AC UNITS W/ ELEC. SWITCH (3)

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UNDERGROUND ELEC. SERVICE MANHOLE

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GAS RISER (2)

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SANITARY SEWER MANHOLE #35

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STORM SEWER DROP MANHOLE #37

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CONCRETE SIDEWALK

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UNDERGROUND ELEC. SERVICE MANHOLE

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ELECTRIC TRANS. PAD T1

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ELECTRIC TRANS. PAD T2

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ELECTRIC TRANS. PAD T8

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GUARD POST (TYP)

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STORM SEWER DROP MANHOLE #38

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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( IN FEET )

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EXISTING SWITCHGEAR BUILDING #20 FF: 422.41' (TO REMAIN)

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EXISTING SWITCHGEAR BUILDING (TO REMAIN)

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1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. 2. CONTRACTOR SHALL MATCH & COORDINATE FENCE WITH EXISTING FENCE THAT SURROUNDS EXISTING SWITCHGEAR.

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S.H. SMITH & COMPANY MO. CERT.# E-616-D

SWING GATE DETAILS

DROP ROD FOUNDATION LATCH ASSEMBLY

DROP ROD ASSEMBLY

OFFSET HINGE STANDARD HINGE

PERSONNEL GATE

FASTENING DETAILS

BRACE RAIL CLAMP DETAILS

ROUND POST

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

TOP OR BRACE RAIL

ATTACHMENT

ROUND POSTH-BEAM

LINE POST ATTACHMENTS

BRACE PANEL DETAIL

CHAIN-LINK SECURITY FENCE DETAILS

TRUSS ROD AND BAND

CHAIN-LINK SECURITY FENCE DETAIL

TYPICAL SIDEWALK DETAIL

N.T.S

HAND TOOLED

EXPANSION JOINT

EXPANSION JOINT SHALL BE

PLACED EVERY 200 FEET MIN.

CONTROL JOINT ON SIDEWALKS

CONTROL JOINTS SHALL BE

PLACED EVERY 6 FEET

CONSTRUCTION JOINT DETAILS FOR SIDEWALKS

N.T.S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

100% CONSTRUCTION

DOCUMENTS

4-19-19

REPLACE LIFE LINE GENERATOR 657A4-17-901

POPLAR BLUFF, MISSOURI

Apogee Consulting Group 215 W. Oak Street Suite 800A Fort Collins, CO 80521 919-535-3806 Josh VandenEnde

17-205

Civil Engineer:

SHEET OF 19

SITE

CS501

DKHWJC

CIVIL SITE DESIGN

SITE PLAN DETAILS

901 VINE STREET; P.O. BOX 72

POPLAR BLUFF, MISSOURI 63902

(573) 785-9621 FAX: (573) 785-2651 WWW.SHSMITHCO.COM

SMITH CO.

AN EMPLOYEE OWNED COMPANY

CIVIL ENGINEERING SURVEYING

ENVIRONMENTAL & GEOTECHNICAL SERVICES MATERIAL TESTING

ESTABLISHED 1968

ENGINEERS NUMBER

PE-2004017146

WILLIAM

J. COBB

P R

FESS IONA L ENGIN

TA T E OF MISSOUR

AutoCAD SHX Text 10'-0"

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BRACE RAIL

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LATCH

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BRACE RAIL

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GRADE LINE

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TRUSS ROD

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GATE POST

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PAVED SURFACE

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BITUMINOUS

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6" DIA. P.C. CONC.

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SAND/GRAVEL

AutoCAD SHX Text 36"

AutoCAD SHX Text 1"

AutoCAD SHX Text 43"

AutoCAD SHX Text 48"

AutoCAD SHX Text 12"

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GATE POST SCHEDULE

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GATE LEAF WIDTH

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OUTSIDE DIMENSION

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(NOMINAL)

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(NOMINAL)

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6' OR LESS

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2.875" OD

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2.5" SQ

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4.0" OD

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MORE THAN 18'

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8.625" OD

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6.625" OD

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GATE OPENING

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GATE LEAF

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BOTTOM

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TENSION

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WIRE

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BARB WIRE AND ARMS

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1" ID STEEL PIPE

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MORE THAN 6' TO 12'

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MORE THAN 12' TO 18'

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NO SCALE

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NO SCALE

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1/2" DIA. DROP ROD (INDUSTRY STANDARD)

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P.C. CONC.

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HINGE

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HINGE

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TRUSS

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ROD

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NOTES:

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5. PERSONNEL GATES SHALL BE DESIGNATED AS FOLLOWS:

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FENCE HEIGHT - 120"

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TYPE OPENING - SINGLE

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HINGE - RA (STANDARD)

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GATE OPENING - 46" (CLEAR OPENING BETWEEN GATE POSTS)

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2. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO

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LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT

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COMPLY WITH THE SPECIFICATIONS.

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3. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,

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LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

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4. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90"

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NOMINAL (ROUND) OR 2.00' NOMINAL (SQUARE). GATE FRAMES SHALL BE

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OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

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AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU

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OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR

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SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

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SUPPLIED.

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FABRIC WIDTH

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AutoCAD SHX Text 6"

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10'-0" MAXIMUM

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3'-4" MIN.

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16" MIN. DIA.

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CONCRETE BASE

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LINE POST

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LINE POST

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GRADE

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HOG RINGS (TYP.)

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10" MIN. DIA.

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FABRIC

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TENSION BAR

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CARRIAGE BOLT

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FABRIC

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PULL POST

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LINE POST

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TRUSS ROD

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10'-0" MAX.

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10'-0" MAX.

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STEEL POST SCHEDULE

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USE AND SECTION

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MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

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FABRIC WIDTH 108" AND OVER

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CORNER, END & PULL POSTS

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TUBULAR - ROUND

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LINE POSTS

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TUBULAR - ROUND

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TOP, BOTTOM & BRACE RAILS

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TUBULAR - ROUND

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NO SCALE

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NO SCALE

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TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

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9-GAUGE STEEL TIE WIRES (2'-0" O.C. MAX.)

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TENSION BAR TO ENGAGE EACH FABRIC LINK

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CHAIN-LINK FABRIC (9 GAUGE, 2" MESH)

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TOP RAIL OR TENSION WIRE

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BRACE RAIL

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TIE WIRES OR CLIPS (TYP.)

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CORNER, END, OR PULL POST

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TRUSS ROD (3/8" MIN. DIA.)

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10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED

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NOTE: PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.

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LINE POST

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BRACE RAILS

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1 1/2" (TYP.)

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NO SCALE

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NO SCALE

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TENSION WIRE

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1 1/2" MIN 2 1/2" MAX

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VINYL SLATS REQ'D FOR GENERATOR ENCLOSURE, COLOR TO BE APPROVED BY OWNER

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%%UNOTES:

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CONCRETE BASE

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TRUSS ROD (3/8" MIN. DIA.)

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TENSION BAND

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TRUSS ROD (3/8" MIN. DIA.)

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TENSION WIRE

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BRACE RAILS

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TRUSS ROD

AutoCAD SHX Text DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

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1. 2. 3.

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TIE WIRES OR HOG RINGS (TYP.)

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BOTTOM OF FABRIC

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TENSION WIRE

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NO SCALE

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MAX. 1.5% SLOPE

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1/2" RADIUS

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PREFORMED JOINT FILLER MATERIAL

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HOT POURED JOINT SEALER MATERIAL ASTM D 6690, TYPE II

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1. FENCE TO MATCH EXISTING FENCE ON SITE.

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S.H. SMITH & COMPANY MO. CERT.# E-616-D

FOUNDATION NOTES:

1. NO GEOTECHNICAL INVESTIGATION WAS PERFORMED ON THIS SITE. CONTRACTOR TO VERIFY SOIL COMPACTION PRIOR TO

CONSTRUCTION AND PROVIDE SOIL COMPACTION TEST TO CONTRACTORS OFFICER'S REPRESENTATIVE (COR).

2. ALL FOOTINGS SHALL BEAR ON AND BE FORMED BY CLEAN, UNDISTURBED, VIRGIN, NON-ORGANIC SOIL OR CONTROLLED ENGINEERED

FILL WITH A MINIMUM NET BEARING CAPACITY OF 2000 PSF, EXISTING FILL AND UNSUITABLE SOILS SHALL BE REMOVED DOWN TO NATURAL SOIL UNDERNEATH AND AT LEAST 5 FEET BEYOND THE BUILDING FOOTPRINT AND REPLACED OR RECOMPACTED IF SUITABLE.

3. PRIMARY SPREAD EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 60” BELOW ADJACENT FINISHED GRADE STRIP FOOTINGS. THICKENED SLAB EDGES FOR STOOPS, CANOPIES, ETC. SHALL BE 24 INCHES DEEP, UNO.

4. STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST.

5. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUBGRADE BROUGHT TO A TRUE AND LEVEL PLANE

BEFORE PLACING CONCRETE.

6. HORIZONTAL BARS IN FOUNDATIONS SHALL BE CONTINUOUS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS UNO. REFER

TO CORNER BAR DETAIL.

7. FOUNDATION WALLS SHALL HAVE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT

BE REMOVED UNTIL WALL IS PERMANENTLY BRACED.

8. FOUNDATION PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. PENETRATION SHALL BE THROUGH THE

FOUNDATION STEMWALL OR WITH A MINIMUM OF 6” COVER BELOW FOOTING.

9. IN THE AREA OF THE BUILDING, EXISTING ORGANIC MATERIAL, UNSUITABLE SOIL, ABANDONED FOOTINGS, AND ANY OTHER EXISTING UNSUITABLE MATERIALS SHALL BE REMOVED. REFERENCE THE GEOTECHNICAL ENGINEERING REPORT FOR ACCEPTABLE FILL MATERIAL

AND COMPACTION REQUIREMENTS.

10. AFTER STRIPPING SITE AND PRIOR TO PLACEMENT OF ANY FILL, NOTIFY THE OWNERS REPRESENTATIVE FOR INSPECTION OF SOIL CONDITIONS. INSPECTION SHALL INCLUDE PROOF ROLLING THE SITE WITH HEAVY EQUIPMENT PROVIDED BY THE CONTRACTOR.

11. DRAINAGE FILL SHALL BE A FREE-DRAINING GRANULAR MATERIAL. USE #57 STONE OR APPROVED EQUAL. REFER TO ASTM D448 FOR

GRADATION.

12. EXCAVATION FOR FOOTINGS SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL LOOSE MATERIAL BELOW FOOTINGS SHALL BE REMOVED AND THE SURFACE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE.

13. TESTING OF CONTROLLED STRUCTURAL FILL SHALL BE DONE BY A QUALIFIED TESTING LABORATORY, APPROVED BY THE OWNER.

14. AFTER FOOTING EXCAVATIONS HAVE BEEN MADE TO DESIGN ELEVATIONS, THE INDEPENDENT TESTING AGENCY SHALL INSPECT AND

TEST THE BEARING MATERIAL, WHEN INADEQUATE MATERIAL STRENGTH IS NOTED, THE CONTRACTOR SHALL FURTHER DEEPEN

EXCAVATIONS UNTIL SUITABLE BEARING CONDITIONS ARE VERIFIED BY TESTING.

15. CONTRACTOR IS RESPONSIBLE TO MAINTAIN AND BACKFILL MATERIALS AT AN APPROPRIATE MOISTURE CONTENT FOR PROPER SOIL BEARING CAPACITY AND COMPACTION OF BACKFILL MATERIALS WITH REGARD TO THE REQUIREMENTS OF THE GEOTECHNICAL

ENGINEERING REPORT.

16. ALL CONCRETE TO BE MIN. 4000psi, 60ksi STEEL REINFORCEMENT.

17. ADEQUATE DRAINAGE OF SURFACE WATER TO BE PROVIDED FOR THE LIFE OF THE STRUCTURE TO ENSURE ALLOWABLE BEARING.

MASONRY GENERAL NOTES:

1. COMPRESSIVE STRENGTH OF CONCRETE MASONRY CONSTRUCTION (CMU) SHALL BE AS FOLLOWS: MASONRY STRENGTH NOT SPECIFICALLY

NOTED IN PLAN SHALL BE f'm = 1500 PSI.

a. MASONRY STRENGTH (f'm) =1500 PSI

b. BLOCK STRENGTH =1900 PSI

c. MORTAR STRENGTH =1800 PSI

d. GROUT STRENGTH =3000 PSI

2. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, GRADE N-II, ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION UNO. WITH ALL VERTICAL CELLS IN ALIGNMENT.

3. REFER TO ARCHITECTURAL DRAWING FOR BLOCK WIGHT REQUIREMENTS, BLOCK PATTERNS, AND BLOCK TYPES. IF NOT NOTED, BLOCK SHALL

BE NORMAL WEIGHT BELOW GRADE AND NORMAL OR LIGHTWEIGHT ABOVE GRADE.

4. MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF TYPE M OR S, TYPE M MORTAR SHALL BE USED WHERE MASONRY IS IN CONTACT WITH

SOIL.

5. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION, ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT, ALL MASONRY BELOW FINISHED FLOOR GRADE SHALL BE GROUTED SOLID.

6. RE MASONRY DEVELOPMENT AND SPLICE TABLE FOR LAP LENGTHS.

7. MINIMUM VERTICAL WALL REINFORCING SHALL BE AS INDICATED IN THE CMU WALL REINFORCING SCHEDULE. IF NOT INDICATED, USE (1) #5 BAR VERTICAL, FULL HEIGHT IN CENTER OF GROUTED CELL AT ALL WALL INTERSECTIONS, CORNERS, WALL ENDS, JAMBS AT WALL OPENINGS, EACH SIDE OF CONTROL JOINTS, AND AT INTERVALS NOT TO EXCEED 40 INCHES ON CENTER, PROVIDED SINGLE WIRE LOOP TIE OR EQUIVALENT BAR POSITIONER AT 8'-0” MAXIMUM VERTICAL INTERVALS. DOWEL ALL VERTICAL REINFORCING TO THE FOUNDATION WITH DOWELS TO

MATCH AND ALP WITH VERTICAL WALL REINFORCING.

8. MINIMUM HORIZONTAL WALL REINFORCING SHALL BE AS INDICATED IN THE CMU WALL REINFORCING SCHEDULE. IF NOT INDICATED, USE A SINGLE #5 BAR IN CENTER OF AN 8 INCH DEEP CONTINUOUS GROUTED BOND BEAM AT TOP OF PARAPET OR FREE STANDING WALL AND AT 4'-0” INTERVALS. HORIZONTAL REINFORCEMENT SHALL TERMINATE AT CONTROL JOINTS EXCEPT AT FLOOR, ROOF, AND TOP OF WALL LEVELS.

PROVIDE BENT BARS PER TYPICAL DETAILS TO MATCH AND LAP WITH HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND WALL

INTERSECTIONS TO MAINTAIN CONTINUITY OF BOND BEAM REINFORCEMENT.

9. MINIMUM MASONRY LINTEL SHALL BE AS INDICATED IN THE MASONRY LINTEL SCHEDULE. IF NOT INDICATED, USE (2) #5 CONTINUOUS HORIZONTAL BARS IN THE BOTTOM OF A BOND BEAM OR LINTEL BLOCK AND GROUT SOLID TO A MINIMUM DEPTH OF 24 INCHES. ALL LINTEL REINFORCING AND GROUT SHALL EXTEND 2 FEET PAST JAMBS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.

10. MASONRY VENEER SHALL BE ATTACHED TO SUPPORTING WALL FRAMING WITH 3/16” DIAMETER WALL TIES OR DOVETAIL-TYPE METAL TIES OF EQUIVALENT STIFFNESS EMBEDDED INTO HORIZONTAL MORTAR JOINTS. MAXIMUM VERTICAL SPACING OF TIES SHALL BE 16”, MAX HORIZONTAL SPACING SHALL BE 16”, TIES IN ALTERNATE COURSES SHALL BE STAGGERED PROVIDE 9 GA. WIRE REINFORCING IN HORIZONTAL MORTAR JOINTS AT 16” O.C. ENGAGE 9 GA. WIRE WITH WALL ANCHOR TIES. CONTROL JOINTS IN MASONRY VENEER WALLS SHALL BE LOCATED

PER THE ARCHITECTURAL DRAWINGS.

11. LOOSE ANGLE BRICK LINTELS SHALL BE AS DEFINED BY THE LOOSE LINTEL SCHEDULE.

12. RETAINING WALLS, BASEMENT WALLS, ETC., SHALL BE ADEQUATELY WATERPROOFED AND DRAINED AS SPECIFIED BY OTHERS. IF NOT SPECIFIED BY OTHERS, DRAINAGE THROUGH RETAINING WALLS SHALL BE PROVIDED BY MEANS OF 1-1/2” DIAMETER HOLE AT 4 FOOT INTERVALS LOCATED AT THE LOW GRADE LEVEL. PROVIDE 2 FOOT DIAMETER CONTINUOUS CLEAN GRAVEL DRAINAGE CHANNEL CONFINED

WITHIN FILTER FABRIC ALONG LINE OF DRAINAGE HOLES.

13. CONTROL JOINTS IN CONCRETE MASONRY SHALL BE LOCATED AT A MAXIMUM OF 12'-0” FROM EACH CORNER, AND AT A MAXIMUM SPACING

OF 1.5* WALL HEIGHT OR 25'-0” {WHICHEVER IS LESS} FOR THE LENGTH OF THE WALL.

14. WHERE VERTICAL REINFORCING INTERSECTS HORIZONTAL REINFORCING, BOTH SHALL BE CONTINUOUS.

15. MAXIMUM HEIGHT FOR GROUT POUR SHALL NOT EXCEED 48' UNLESS A CLEANOUT AND INSPECTION HOLE IS PROVIDED AT THE BOTTOM OF

VOID.

16. WHERE DOWELS, BOLTS, OR INSERTS ARE CALLED TO BE ANCHORED TO CMU ELEMENTS USING EPOXY ADHESIVES. USE “HILTI” HY-150 INJECTION ADHESIVE. (ALTERNATIVE ANCHORAGE SYSTEMS MAY BE USED WITH ENGINEER'S PRIOR APPROVAL). FOLLOW ALL

MANUFACTURER'S INSTALLATION RECOMMENDATIONS.

17. SHOP DRAWINGS SHOWING ALL WALL ELEVATIONS SHALL BE SUBMITTED INDICATING COMPLETE INFORMATION REQUIRED FOR CONSTRUCTION OF THE REINFORCED MASONRY ELEMENTS.

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