Wall Details.pdf

½

½

½

½

'-0

.2

M

2'-0" [0.61M]

.1

M

'-0

.9

M

CHECKED BY

JOB NUMBER

04-08-05

SHEET NUMBER

DATE

DRAWN BY

SHEET TITLE

CLIENT AND PROJECT

TDVG042991

LMF

JEH

FACILITY SUPPORT

SECURITY PACK, ENTRY RD.

ALPENA CRTC

ALPENA, MI.

147 W. MAIN ST. SUITE 303

GAYLORD, MICHIGAN 49735

989.731.4343 PHONE

989.731.5037 FAX

ARCHITECTURE

BRADLEY J.

BUTCHER AND

PLANNING

www.butcherandassociates.com

ASSOCIATES, P.C.

COPYRIGHT © 2005

THIS DRAWING AND DESIGN ARE THE PROPERTY OF

BUTCHER & ASSOCIATES, P.C. NO ALTERATIONS

AND/OR TRANSFERS OF WORK ARE PERMITTED,

UNLESS WRITTEN PERMISSION IS GRANTED BY

BUTCHER AND ASSOCIATES, P.C. VIOLATORS WILL BE

PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

CONSTRUCTION DWGS.

PERMITS DWGS.

BIDS DWGS.

PRELIMINARY DWGS.

ISSUED FOR:

NOTES & DETAILS SHEET

AutoCAD SHX Text 4"x4"x " TUBE STEEL COLUMN - PAINT ALL 14" TUBE STEEL COLUMN - PAINT ALL EXPOSED STEEL TO MATCH COLOR OF SIGN - LOCATE COLUMNS PER SIGN MFG'S RECOMMENDATIONS

AutoCAD SHX Text

4" COMMON BRICK - FIELD COLOR

AutoCAD SHX Text

LED MARQUEE SIGN - SEE SPEC'S

AutoCAD SHX Text

2" STONE CAP

AutoCAD SHX Text 6"

AutoCAD SHX Text

PROTECTIVE BOLLARD

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4" COMMON BRICK - ACCENT BAND

AutoCAD SHX Text CONSTRUCT 1' HIGH BY 3' WIDE OPENING IN THE SCREENWALL FOUNDATION FOR ELECTRICAL CONDUITS. FIELD DETERMINE EXACT LOCATION AND DEPTH, AS REQUIRED FOR THE CONDUITS. SEE DETAIL #10, THIS SHEET.

AutoCAD SHX Text 2-#5 x 7'-0" LONG, HORIZONTAL REBARS, SPACED 6" APART TOP AND BOTTOM OF OPENING.

AutoCAD SHX Text

SPACE #5 VERTICAL BARS 3" FROM OPENING, EACH SIDE.

AutoCAD SHX Text

CL OPENING, 30" BELOW GRADE

AutoCAD SHX Text

CL OPENING, 30" BELOW GRADE

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TYPICAL, SEE NOTES THIS DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C-102

AutoCAD SHX Text 2'-0"x1'-0" CONCRETE FOOTING W/ (2) #5 CONTINUOUS RE-ROD

AutoCAD SHX Text

#5 CONTINUOUS HORIZONTAL RE-ROD TOP & BOTTOM

AutoCAD SHX Text

12" POURED CONCRETE FOUNDATION WALL

AutoCAD SHX Text

#5 VERTICAL RE-ROD @ 2'-0" O.C.

AutoCAD SHX Text 2x4 CONCRETE KEYWAY

AutoCAD SHX Text

(2) " DIAMETER x 15" LONG ANCHOR 34" DIAMETER x 15" LONG ANCHOR BOLTS W/ 6"x10"x " BASE PLATE12" BASE PLATE

AutoCAD SHX Text 28 GA. STAINLESS STEEL FLASHING W/ " 12" 45° HEMMED DRIP EDGES - TURN FLASHING UP SIDE OF STEEL COLUMN

AutoCAD SHX Text

4" COMMON BRICK - ACCENT BAND

AutoCAD SHX Text 4" COMMON BRICK - FIELD COLOR 58" AIR SPACE 4" MASONRY WALL W/ #5 VERTICAL RE-ROD @ 2'-0" O.C. - GROUT ALL CORES SOLID 58" AIR SPACE 4" COMMON BRICK - FIELD COLOR

AutoCAD SHX Text

INSTALL URETHANE CAULK AROUND PERIMETER OF STEEL COLUMN

AutoCAD SHX Text 4"x4"x " TUBE STEEL COLUMN - PAINT ALL 14" TUBE STEEL COLUMN - PAINT ALL EXPOSED STEEL TO MATCH COLOR OF SIGN

AutoCAD SHX Text

ATTACH SIGN TO STEEL COLUMNS PER MANUFACTURER'S WRITTEN INSTRUCTIONS

AutoCAD SHX Text

2" STONE CAP - SLOPE TO OUTSIDE EDGES

AutoCAD SHX Text

LED MARQUEE SIGN - SEE SPEC'S

AutoCAD SHX Text

TOP OF FOUNDATION

AutoCAD SHX Text

WALL TO MATCH EDGE OF CONCRETE

AutoCAD SHX Text 3'-4" 1.02M

AutoCAD SHX Text 2'-2½" " 0.67M

AutoCAD SHX Text 1' 0.30M

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 3'-4" 1.02M

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0" (0.61M)

AutoCAD SHX Text

MINIMUM 4" LAP W/ (2) BEADS OF NON-SKINNING BUTYL SEALANT

AutoCAD SHX Text STARTER ANCHOR 1 "x "x2"x1 " STAINLESS STEEL (CUT SLOT ON THE UNDERSIDE OF STONE)14"x "x2"x1 " STAINLESS STEEL (CUT SLOT ON THE UNDERSIDE OF STONE)18"x2"x1 " STAINLESS STEEL (CUT SLOT ON THE UNDERSIDE OF STONE)12" STAINLESS STEEL (CUT SLOT ON THE UNDERSIDE OF STONE)

AutoCAD SHX Text 40 MIL RUBBERIZED BITUTHENE GASKET (3"x3")

AutoCAD SHX Text 28 GA. STAINLESS STEEL FLASHING W/ " 45° HEMMED DRIP EDGES12" 45° HEMMED DRIP EDGES

AutoCAD SHX Text HEAD JOINT ANCHOR 1 "x "x2"x1 "x " SPLIT-TAIL STAINLESS STEEL14"x "x2"x1 "x " SPLIT-TAIL STAINLESS STEEL18"x2"x1 "x " SPLIT-TAIL STAINLESS STEEL12"x " SPLIT-TAIL STAINLESS STEEL12" SPLIT-TAIL STAINLESS STEEL

AutoCAD SHX Text 14"Ox1 " EXPANSION PIN (DRILL AND SET) TYPICAL14" EXPANSION PIN (DRILL AND SET) TYPICAL

AutoCAD SHX Text

12" JOINT - FILL W/ URETHANE CAULK

AutoCAD SHX Text

2" STONE CAP - SLOPE TO EDGES

AutoCAD SHX Text 4" COMMON BRICK - FIELD COLOR 58" AIR SPACE 4" MASONRY WALL W/ #5 VERTICAL RE-ROD @ 2'-0" O.C. - GROUT ALL CORES SOLID 58" AIR SPACE 4" COMMON BRICK - FIELD COLOR

AutoCAD SHX Text

12" POURED CONCRETE FOUNDATION WALL

AutoCAD SHX Text

ONE PIECE STAINLESS STEEL FLASHING W/ WEEP HOLES @ 24" O.C. MAX.

AutoCAD SHX Text

GROUT EACH SIDE

AutoCAD SHX Text 28 GA. STAINLESS STEEL FLASHING W/ " 45° HEMMED DRIP EDGES12" 45° HEMMED DRIP EDGES

AutoCAD SHX Text

SEALANT W/ BACKER ROD

AutoCAD SHX Text 14"x " DRIP TYPICAL AROUND PERIMETER14" DRIP TYPICAL AROUND PERIMETER

AutoCAD SHX Text

SEALANT

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STONE CAP

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2" STONE CAP - SLOPE TO OUTSIDE EDGES - PROVIDE SQUARE CUT AT END OF WALL

AutoCAD SHX Text 4" COMMON BRICK - FIELD COLOR 58" AIR SPACE 4" MASONRY WALL W/ #5 VERTICAL RE-ROD @ 2'-0" O.C. - GROUT ALL CORES SOLID 58" AIR SPACE 4" COMMON BRICK - FIELD COLOR

AutoCAD SHX Text

#5 VERTICAL RE-ROD @ 2'-0" O.C.

AutoCAD SHX Text

12" POURED CONCRETE FOUNDATION WALL

AutoCAD SHX Text

#5 CONTINUOUS HORIZONTAL RE-ROD TOP & BOTTOM

AutoCAD SHX Text 2x4 CONCRETE KEYWAY

AutoCAD SHX Text

4" COMMON BRICK - ACCENT BAND

AutoCAD SHX Text 2'-0"x1'-0" CONCRETE FOOTING W/ (2) #5 CONTINUOUS RE-ROD

AutoCAD SHX Text

AutoCAD SHX Text C-102

AutoCAD SHX Text 3'-4" 1.02M

AutoCAD SHX Text 1' 0.30M

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AutoCAD SHX Text 3'-4" 1.02M

AutoCAD SHX Text 2'-2½" " 0.67M

AutoCAD SHX Text

AutoCAD SHX Text C-102

AutoCAD SHX Text 2'-0" (0.61M)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-3" 0.38M

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24"0 CONCRETE FOOTING

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CONCRETE PAVING

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FILL PIPE SOLID W/ CONCRETE

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'YELLOW' PLASTIC COVER

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SLOPE AWAY

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6"0 STD. WEIGHT GALVANIZED STEEL PIPE - 7'-0" LONG

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REFLECTIVE TAPE

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WRAP BRICK VENEER AROUND END OF WALL

AutoCAD SHX Text 4" COMMON BRICK - FIELD COLOR 58" AIR SPACE 4" MASONRY WALL 58" AIR SPACE 4" COMMON BRICK - FIELD COLOR

AutoCAD SHX Text 1'-0"

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INSTALL A #5 VERTICAL RE-ROD AT EACH SIDE OF OPENING

AutoCAD SHX Text 3'-0" LONG x 12" HIGH WALL OPENING

AutoCAD SHX Text

(2) #5 x 7'-0" LONG HORIZONTAL RE-ROD TOP & BOTTOM

AutoCAD SHX Text 3" (0.09M)

AutoCAD SHX Text 1' 0.30M

AutoCAD SHX Text 2' 0.61M

AutoCAD SHX Text C-102

AutoCAD SHX Text

FAX 616-791-1480

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FAX 989-732-2714

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FAX 517-371-2013

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4328 THREE MILE ROAD

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725 PRUDDEN STREET

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LANSING, MICHIGAN 48906

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123 WEST MAIN STREET

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GAYLORD, MICHIGAN 49735

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GRAND RAPIDS, MICHIGAN 49544

AutoCAD SHX Text 616-791-1016

AutoCAD SHX Text 989-732-8131

AutoCAD SHX Text 517-371-1200

AutoCAD SHX Text

1. BENCH MARKS USE TWO BENCH MARKS FOR VERIFICATION OF ALL CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ADDITIONAL BENCH MARKS TO MEET THIS REQUIREMENT. 2. REMOVAL ITEMS UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS, DRIVES, CULVERTS, DRAINAGE STRUCTURES AND ABOVE GRADE UTILITIES SHALL BE PROTECTED. ALL SUCH ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH NEW BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. EXISTING UTILITIES EXISTING UTILITY LINES, INCLUDING BUT NOT LIMITED TO GAS LINES, TELEPHONE LINES, WATER MAIN, CABLE TV, ELECTRIC, DATA LINES, STORM SEWER, SANITARY SEWER AND OTHER UNDERGROUND UTILITIES MAY BE SHOWN IN PLAN VIEW OF THE CONSTRUCTION DRAWINGS ONLY, AND LOCATIONS ARE TO BE CONSIDERED INCOMPLETE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DURING THE NEW CONSTRUCTION OF THIS PROJECT. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED. 4. UTILITY SUPPORT THE CONTRACTOR SHALL SUPPORT AND PROTECT ALL UTILITIES AND STRUCTURES WITHIN THE PROJECT LIMITS IN COMPLIANCE WITH THE UTILITY OWNER'S REQUIREMENTS. 5. DUST CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST ON THIS PROJECT THROUGH THE USE OF WATER TRUCKS OR DUST PALLIATIVE. PAYMENT FOR DUST CONTROL SHALL BE INCLUDED IN THE LUMP SUM CONTRACT AND SHALL NOT BE PAID SEPARATELY. DUST SHALL BE CONTINUOUSLY CONTROLLED TO THE SATISFACTION OF THE OWNER. 6. DISPOSAL OF EXCESS MATERIAL ALL EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR AT A LOCATION OFF OF THE ACRTC BASE, UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS OR AS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. 7. SAWCUTTING PAVEMENT SAWCUT EXISTING HMA OR CONCRETE SURFACES TO THE LIMITS OF CONSTRUCTION OR AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. IF THE EDGE IS DAMAGED SUBSEQUENT TO SAWCUTTING, THE EDGE SHALL BE RECUT AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 8. SOIL EROSION CONTROL FEATURES PROVISIONS SHALL BE MADE FOR THE CONTROL OF SOIL EROSION ON SLOPES BY MEANS OF SEEDING OR OTHER ACCEPTABLE MEANS AS PART OF THIS CONTRACT. SILT FENCE SHALL BE PLACED AS NOTED ON THE PLANS AND AT LOCATIONS AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF PART 91 OF P.A. 451 OF 1994. PAYMENT FOR PROVIDING THE REQUIRED TEMPORARY SOIL EROSION CONTROLS SHALL BE INCLUDED IN THE LUMP SUM CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ANY PERMITS NECESSARY FOR THIS WORK. ALL WORK & FEES ASSOCIATED WITH OBTAINING PERMITS SHALL BE INCIDENTAL TO THE PROJECT AND INCLUDED IN THE LUMP SUM CONTRACT. NO EXCAVATION WORK CAN PROCEED UNTIL THE PERMIT IS APPROVED AND SIGNED AND ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. CONTACT DENNIS PARTLO, ALPENA COUNTY SOIL EROSION OFFICER, 720 W. CHISHOLM STREET, ALPENA, MI 49707 (PHONE: 989-358-2877).

AutoCAD SHX Text

%%UGENERAL PLAN NOTES

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%%UUTILITIES

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%%UUTILITY

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LAN, ELECTRIC, TELEPHONE, CABLE, WATER, SANITARY SEWER, GAS

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%%UUTILITY OWNER

AutoCAD SHX Text THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM THE OWNER. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES.

AutoCAD SHX Text ALPENA COMBAT READINESS TRAINING CENTER 5884 A STREET ALPENA, MI 49707-8125 ATTN: CAPTAIN JOSIAH MEYERS TELEPHONE: (989) 354-6495

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%%UGENERAL PLAN NOTES, CONT.

AutoCAD SHX Text

9. TREE REMOVAL TREES DESIGNATED FOR REMOVAL ON THE CONSTRUCTION DRAWINGS SHALL BE REMOVED BY THE CONTRACTOR FROM THE PROJECT SITE. TREE REMOVAL SHALL INCLUDE REMOVAL OF THE STUMP. BURNING OF TREES, BRANCHES, BRUSH AND OTHER RELATED DEBRIS ON THE SITE WILL NOT BE ALLOWED. TREES NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE COURSE OF THE PROJECT. TREES DESIGNATED FOR RELOCATION SHALL BE PROTECTED AND RELOCATED BY THE CONTRACTOR TO DESIGNATED LOCATIONS ON THE ACRTC BASE, AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. 10. DEWATERING DEWATERING FOR ALL SITE WORK, INCLUDING THE USE OF STONE OR GRAVEL FOR DEWATERING PURPOSES, WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE LUMP SUM CONTRACT. 11. UNDERGROUND UTILITIES FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL CALL THE CONTRACTING OFFICER'S REPRESENTATIVE A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE BASE UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE ON THE LOCATION OF BASE-OWNED UTILITIES BY COMPLETING AN AF FORM 103 AND SUBMITTING TO THE CONTRACTING OFFICER'S REPRESENTATIVE. ONCE THE CONTRACTING OFFICER'S REPRESENTATIVE HAS SIGNED THE COMPLETED FORM, THE BASE WILL MARK ALL BASE UTILITIES WITHIN 3 DAYS. THE AF FORM 103 IS AVAILABLE FROM THE CONTRACTING OFFICER'S REPRESENTATIVE. 12. SPECIFICATIONS SEE SPECIFICATIONS FOR DETAILS ON THE MATERIALS AND METHODS FOR THE NEW CONSTRUCTION. 13. MOBILIZATION THE MOBILIZATION AREA(S) FOR EACH PROJECT SITE WILL BE PREDETERMINED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. 14. PERMITS THE CONTRACTOR SHALL BE REQUIRED TO APPLY FOR AND OBTAIN APPROVED CONSTRUCTION PERMITS FOR THE FOLLOWING: SOIL EROSION AND SEDIMENTATION CONTROL PERMIT. 15. TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTING AND MAINTAINING ALL REQUIRED TRAFFIC CONTROL MEASURES TO PROPERLY NOTIFY AND DIRECT TRAFFIC FOR THE DURATION OF CONSTRUCTION. ENTRY ROAD SHALL REMAIN OPEN AT ALL TIMES. THE CONTRACTOR WILL NOT BE ALLOWED TO PARK CONSTRUCTION VEHICLES ON ENTRY ROAD. THE CONTRACTOR SHALL COORDINATE AND GAIN APPROVAL FOR ALL TRAFFIC CONTROL MEASURES FROM THE CONTRACTING OFFICER'S REPRESENTATIVE. 16. TELEPHONE USE THE CONTRACTOR WILL NOT BE ALLOWED TO UTILIZE THE BASE TELEPHONE LINES AND MUST CONTACT VERIZON TO ACTIVATE ANY TEMPORARY TELEPHONE LINES THAT MAY BE NECESSARY DURING CONSTRUCTION.

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ALPENA POWER TELEPHONE: (989) 356-2293

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ELECTRICAL

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ELECTRICAL & GAS

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PRESQUE ISLE ELECTRIC & GAS TELEPHONE: (800) 423-6634

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D.T.E. TELEPHONE: (800) 842-0842

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GAS

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VERIZON TELEPHONE: (800) 262-4831

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TELEPHONE

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SCALE:

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SCREENWALL DETAIL WITH SIGN

AutoCAD SHX Text 1" = 2'

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SCREENWALL DETAIL WITH CAP

AutoCAD SHX Text 1" = 2'

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SCALE:

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STONE CAP FLASHING

AutoCAD SHX Text

& ANCHORING DETAIL

AutoCAD SHX Text 1" = 2'

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SCALE:

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SCREEN WALL - SOUTH ELEVATION

AutoCAD SHX Text 1" = 4'

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SCALE:

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STONE CAP JOINT DETAIL

AutoCAD SHX Text

(PLAN VIEW)

AutoCAD SHX Text 1" = 2'

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SCALE:

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SCREENWALL FLASHING DETAIL

AutoCAD SHX Text 1" = 1'

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SCREENWALL DETAIL WITH CAP

AutoCAD SHX Text 1" = 1'

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EXTERIOR BOLLARD DETAIL

AutoCAD SHX Text 3/4" = 1'

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SCREENWALL DETAIL

AutoCAD SHX Text 1" = 1'

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SCALE:

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OPENING DETAIL

AutoCAD SHX Text 1" = 2'