HomeMy WebLinkAboutSDP200800002 Plan - Approved 2008-08-18MINOR SITE PLAN AMENDMENT - ALBEMARLE COUNTY, VIRGINIA
SUPER 8 MOTEL
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SITE LAYOUT GRADING PLAN
1 ENLARGED SITE LAYOUT GRADING PLAN ( A
3.0 LANDSCAPE PLAN (/ • o
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NOT INCLUDED - TO BE RELEASED AT A LATER GATE
ARCHITECTURAL
AV CANOPY PLAN
A1.2 ROOF PLAN (
A13 PHOTOMETRICS AND LIGHTING PLAN
ton17DEPARTMENT APPROVALS
27 t
PROCESS (ARB 2008 -00021 SUPER 8 MOTEL - NEW ENTRANCE CANOPY). THE ARB HAS "APPROVED" THIS PROJECT.
OF COMMUNITY DEVL.EOPMENT
PLANNER/ZONING
ENGINEER sip
ARCHITECTS PLC (DRAWINGS DATED 12/12/07).
INSPECTIONS
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SHEET
N Mu DRAWING TITLE Q-
Ti TITLE SHEET 1<1)vV
T.:2 GENERAL NOTES, AND ABBREVIAMONS lJ
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0.0.0 SITE SURVEY - PREPARED BY TERRA ENGINEERING uJuEXISTINGCONDITIONSDEMOLITIONSITEPLAN "
IS j
SITE LAYOUT GRADING PLAN
1 ENLARGED SITE LAYOUT GRADING PLAN ( A
3.0 LANDSCAPE PLAN (/ • o
STRUCTURAL
NOT INCLUDED - TO BE RELEASED AT A LATER GATE
ARCHITECTURAL
AV CANOPY PLAN
A1.2 ROOF PLAN (
A13 PHOTOMETRICS AND LIGHTING PLAN
1%
OMER BUILDING AREAS & PARKING:
N-l Y MEHTA Approximate Existing building size........ +/- 7,400 SF
CHAXU, INC.. Reference. SDP- Minor Site Plan Amendment
X EAST 29TH STREET (assume 3 stories ® 144 x 50 inside exterior
BUENA VISTA, V4 Owner: CHAXU, Inc. walls - plus 1 story space ® 23' x 8')
434- 913 -OW (Sups 8 - CWID"")
P Number of existing motel rooms............ 64 rentable
Tax Map ;: 61W, Section 1, Block A, Parcel 5A rooms
A Approximate new construction
Covered unenclosed space ....................... 460 SFZoning: Highway Commercial Route NorthMITCHELL / MATTHEWS ARCHITECTS E PLANNERS g g y / R 29 Nh Q,
v _ Enclosed space .......... ............................... NPRCIJ. hUNAGER MARK BRMICKERHOFF Entrance Corridor Overlay District A
P o sox 5603
P /Y Q
Uses MotelCHARLOTTESVILLE, A 71905 y
434.797550 - W 434".00 - 400thdma com Parking required for motel use ................. 64 spaces
sAcreage: 1.2 +/- (based on 2008 survey) cn spaceace Pe r motel room)
E—' Total parking available ............................ M spaces
5nkCR- ENC" 4 Location: 390 Greenbrier Drive approximately SITE AREAS:
f .,
r WNW, MIM WILLIAMS, PRTMAN II: Vk*HN 225 feet west of U.S. Highway 29. PRCU. MANAGER -STEVE BARBER C7 Z TOTAL 1986 impervious site area.......... +/- 27,640 SF
110 THIRD STREET• N.E. CHARLOTTESVILLE, MNIA 71901 '-•+
434.199.5m FAX 434 .9T /.5191- >fborbrrldnNgv TOTAL site within 1986
can Z ARB : Albemarle County ARB reviewed &approved. Q property lines.. + /- 1.23 acres
Z ARB2008 -00021 Super 8 Motel - New Entrance r.-a
04
0 Canopy ............................. +/- 2, 45 SFProposedNewAsphalt2
LAND SuRVEt'R N Magesterial District: Rio TOTAL impervious site area .................... + /- 29,885 SF
TOTAL site within 2008 property lines.. +/- 1.2 acres
TERRA ENGINEERING AND LAND SOLUTIONS, PC
8 PRCU. MANAGER - STEVE D MR
f Y ' 415 4TH STREET, NE Z PROJECT DESCRIPTION
GHARLOTTE9VILLE,YAl2901 BUILDING CODE: 2003 VUSBC ( 2003 IBC (Note: S eet widen' g between 1986 & 2008 reduced
434.144.0600 - FAX 434.9'15.0900 O site by +(- 0.03 acres
R -1 a New entrance canopy & associated site work:USE GROUP:
GEM& COHTRAM Q Selectively remove existing pavement & sidewalk
r.
w CONSTRUCTION TYPE: 5B U •Construct new foundation &canopy structure
Q Re -grade & construct new pavement & sidewalk
O w • Install new landscape plant materials
U Q • Refurbish existing trash enclosure
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1
MITCHELL / MATTHEWS
ARCHITECTS PLANNERS
1W t 434 9". 7550 Fox 454 . 5220
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ton17DEPARTMENT APPROVALS MATE
THERE IS AN ARB SUBMITTAL THAT HAS BEEN AN INTEGRAL PART OF THIS MINOR SITE PLAN AMENDMENT
PROCESS (ARB 2008 -00021 SUPER 8 MOTEL - NEW ENTRANCE CANOPY). THE ARB HAS "APPROVED" THIS PROJECT.
OF COMMUNITY DEVL.EOPMENT
PLANNER/ZONING
ENGINEER sip
ARCHITECTS PLC (DRAWINGS DATED 12/12/07).
INSPECTIONS 8 Z •
ARB
r DEPARTMENT OF FIRE RESCUE
3. SECOND SUBMITTAL PRESENTED TO COUNTY ON OR ABOUT 7/2/08. REVISIONS TO PLANS DEVLOPED BY
ALBEMARLE COUNTY SERVICE AUTHORITY lV
MITCHELL MATTHEWS ARCHITECTS, WITH CHANGES BASED ON REVIEW COMMENTS FROM COUNTY
VIRGINIA DEPARTMENT OF TRANSPORTATION
ENGINEERING, P&Z AND THE ARB. SUBMITTAL'S SHEET SIZE IS A 24X36 FORMAT AND IN CONJUNCTION
HEALTH DEPARTMENT
r
1%
OMER BUILDING AREAS & PARKING:
N-l Y MEHTA Approximate Existing building size........ +/- 7,400 SF
CHAXU, INC.. Reference. SDP- Minor Site Plan Amendment
X EAST 29TH STREET (assume 3 stories ® 144 x 50 inside exterior
BUENA VISTA, V4 Owner: CHAXU, Inc. walls - plus 1 story space ® 23' x 8')
434- 913 -OW (Sups 8 - CWID"")
P Number of existing motel rooms............ 64 rentable
Tax Map ;: 61W, Section 1, Block A, Parcel 5A rooms
A Approximate new construction
Covered unenclosed space ....................... 460 SFZoning: Highway Commercial Route NorthMITCHELL / MATTHEWS ARCHITECTS E PLANNERS g g y / R 29 Nh Q,
v _ Enclosed space .......... ............................... NPRCIJ. hUNAGER MARK BRMICKERHOFF Entrance Corridor Overlay District A
P o sox 5603
P /Y Q
Uses MotelCHARLOTTESVILLE, A 71905 y
434.797550 - W 434".00 - 400thdma com Parking required for motel use ................. 64 spaces
sAcreage: 1.2 +/- (based on 2008 survey) cn spaceace Pe r motel room)
E—' Total parking available ............................ M spaces
5nkCR- ENC" 4 Location: 390 Greenbrier Drive approximately SITE AREAS:
f .,
r WNW, MIM WILLIAMS, PRTMAN II: Vk*HN 225 feet west of U.S. Highway 29. PRCU. MANAGER -STEVE BARBER C7 Z TOTAL 1986 impervious site area.......... +/- 27,640 SF
110 THIRD STREET• N.E. CHARLOTTESVILLE, MNIA 71901 '-•+
434.199.5m FAX 434 .9T /.5191- >fborbrrldnNgv TOTAL site within 1986
can Z ARB : Albemarle County ARB reviewed &approved. Q property lines.. + /- 1.23 acres
Z ARB2008 -00021 Super 8 Motel - New Entrance r.-a
04
0 Canopy ............................. +/- 2, 45 SFProposedNewAsphalt2
LAND SuRVEt'R N Magesterial District: Rio TOTAL impervious site area .................... + /- 29,885 SF
TOTAL site within 2008 property lines.. +/- 1.2 acres
TERRA ENGINEERING AND LAND SOLUTIONS, PC
8 PRCU. MANAGER - STEVE D MR
f Y ' 415 4TH STREET, NE Z PROJECT DESCRIPTION
GHARLOTTE9VILLE,YAl2901 BUILDING CODE: 2003 VUSBC ( 2003 IBC (Note: S eet widen' g between 1986 & 2008 reduced
434.144.0600 - FAX 434.9'15.0900 O site by +(- 0.03 acres
R -1 a New entrance canopy & associated site work:USE GROUP:
GEM& COHTRAM Q Selectively remove existing pavement & sidewalk
r.
w CONSTRUCTION TYPE: 5B U •Construct new foundation &canopy structure
Q Re -grade & construct new pavement & sidewalk
O w • Install new landscape plant materials
U Q • Refurbish existing trash enclosure
f
V
1
MITCHELL / MATTHEWS
ARCHITECTS PLANNERS
1W t 434 9". 7550 Fox 454 . 5220
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THIS SUBMITTAL IS INTENDED TO FULFILL THE COUNTY'S REQUIREMENTS FOR A MINOR SITE PLAN
AMENDMENT.
THERE IS AN ARB SUBMITTAL THAT HAS BEEN AN INTEGRAL PART OF THIS MINOR SITE PLAN AMENDMENT
PROCESS (ARB 2008 -00021 SUPER 8 MOTEL - NEW ENTRANCE CANOPY). THE ARB HAS "APPROVED" THIS PROJECT.
CHRONOLOGY OF PAST SUBMITTALS:
1. ORIGINAL SUBMITTAL PRESENTED TO COUNTY ON OR ABOUT 1/4/08. PLANS PREPARED BY RGL
ARCHITECTS PLC (DRAWINGS DATED 12/12/07).
2. REPLACEMENT SUBMITTAL PRESENTED TO COUNTY ON OR ABOUT 3/26/08. NEW PLANS DEVEOLPED BY
MITCHELL MATTHEWS ARCHITECTS - (DRAWINGS DATED 3/24/08) AND REPLACE RGL ARCHITECT'S
ORIGINAL SUBMITTAL. SUBMITTAL'S SHEET SIZE IS AN 11X17 FORMAT AND IN CONJUNCTION WITH AN
ARB SUBMITTAL.
3. SECOND SUBMITTAL PRESENTED TO COUNTY ON OR ABOUT 7/2/08. REVISIONS TO PLANS DEVLOPED BY
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MITCHELL MATTHEWS ARCHITECTS, WITH CHANGES BASED ON REVIEW COMMENTS FROM COUNTY
ENGINEERING, P&Z AND THE ARB. SUBMITTAL'S SHEET SIZE IS A 24X36 FORMAT AND IN CONJUNCTION
WITH THE DEVELOPMENT OF CONSTRUCTION DOCUMENTS.
r
4. FINAL SUBMITTAL - THIS CURRENT SUBMITTAL - PRESENTED TO COUNTY ON OR ABOUT 8/5/08. WITH
MINOR REVISIONS BASED ON COUNTY COMMENTS.
THIS PROJECT CONSISTS OF THE FOLLOWING SIGNIFICANT ISSUES:
NEW ENTRANCE CANOPY ADDITION TO THE EXISTING MOTEL.
NEW GRADING & RE- PAVING TO FACILITATE ENTRY DRIVE TO CANOPY. P
IMPROVEMENTS TO EXISTING LANDSCAPE. QV
Z
REPLACEMENT OF EXISTING BUILDING'S ROOFING WITH NEW METAL ROOF. -
RE- PAVING OF THE TRASH DUMPSTER PAD AND APRON.
OTHER MINOR ITEMS.
O
1%
OMER BUILDING AREAS & PARKING:
N-l Y MEHTA Approximate Existing building size........ +/- 7,400 SF
CHAXU, INC.. Reference. SDP- Minor Site Plan Amendment
X EAST 29TH STREET (assume 3 stories ® 144 x 50 inside exterior
BUENA VISTA, V4 Owner: CHAXU, Inc. walls - plus 1 story space ® 23' x 8')
434- 913 -OW (Sups 8 - CWID"")
P Number of existing motel rooms............ 64 rentable
Tax Map ;: 61W, Section 1, Block A, Parcel 5A rooms
A Approximate new construction
Covered unenclosed space ....................... 460 SFZoning: Highway Commercial Route NorthMITCHELL / MATTHEWS ARCHITECTS E PLANNERS g g y / R 29 Nh Q,
v _ Enclosed space .......... ............................... NPRCIJ. hUNAGER MARK BRMICKERHOFF Entrance Corridor Overlay District A
P o sox 5603
P /Y Q
Uses MotelCHARLOTTESVILLE, A 71905 y
434.797550 - W 434".00 - 400thdma com Parking required for motel use ................. 64 spaces
sAcreage: 1.2 +/- (based on 2008 survey) cn spaceace Per motel room)
E—' Total parking available ............................ M spaces
5nkCR- ENC" 4 Location: 390 Greenbrier Drive approximately SITE AREAS:
f .,
r WNW, MIM WILLIAMS, PRTMAN II: Vk*HN 225 feet west of U.S. Highway 29. PRCU. MANAGER -STEVE BARBER C7 Z TOTAL 1986 impervious site area.......... +/- 27,640 SF
110 THIRD STREET• N.E. CHARLOTTESVILLE, MNIA 71901 '-•+
434.199.5m FAX 434 .9T /.5191- >fborbrrldnNgv TOTAL site within 1986
can Z ARB : Albemarle County ARB reviewed &approved. Q property lines.. + /- 1.23 acres
Z ARB2008 -00021 Super 8 Motel - New Entrance r.-a
04
0 Canopy ............................. +/- 2, 45 SFProposedNewAsphalt2
LAND SuRVEt'R N Magesterial District: Rio TOTAL impervious site area .................... + /- 29,885 SF
TOTAL site within 2008 property lines.. +/- 1.2 acres
TERRA ENGINEERING AND LAND SOLUTIONS, PC
8 PRCU. MANAGER - STEVE D MR
f Y ' 415 4TH STREET, NE Z PROJECT DESCRIPTION
GHARLOTTE9VILLE,YAl2901 BUILDING CODE: 2003 VUSBC ( 2003 IBC (Note: S eet widen' g between 1986 & 2008 reduced
434.144.0600 - FAX 434.9'15.0900 O site by +(- 0.03 acres
R -1 a New entrance canopy & associated site work:USE GROUP:
GEM& COHTRAM Q Selectively remove existing pavement & sidewalk
r.
w CONSTRUCTION TYPE: 5B U •Construct new foundation &canopy structure
Q Re -grade & construct new pavement & sidewalk
O w • Install new landscape plant materials
U Q • Refurbish existing trash enclosure
f
V
1
MITCHELL / MATTHEWS
ARCHITECTS PLANNERS
1W t 434 9". 7550 Fox 454 . 5220
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V John F. Matthm
Cent. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission of the Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
COVER SHEET
PROJECT
DATE Aua 5,2W8
DRAWN MB
CHECKED
REVIEWED -
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V John F. Matthm
Cent. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission of the Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
COVER SHEET
PROJECT
DATE Aua 5,2W8
DRAWN MB
CHECKED
REVIEWED -
DRAWING NUMBER
SHEET NUMBER WHERE
DRAWING 15 LOCATED
SHEET NUMBER WHERE
DRAWING 15 TAKEN
i
DRAWING NUMBER
2
SHEET NUMBER WHERE SECTION
DRAWING 15 LOCATED
SHEET NUMBER WHERE
DRAWING 15 TAKEN
DRAWING NUMBER
SHEET NUMBER WHERE
DRAWING 15 LOCATED
A1.0 A1.4 L
AV
SHEET NUMBER WHERE
DRAWING 15 TAKEN
ADDITIONAL SHEET
REFERENCES
i DETAIL
ENLARGEMENT
I I
ELEVATION
NUMBER, TYP.
X INTERIORXX
2
GRID UNES
I
i
ROOM ROOM NAME
AND NUMBS
O
ABBR LABEL ABBR LABEL ABBR LABEL
drawings and other trades. The contractor shall adhere to the lighting layout and fixture type
ABV ABOVE FLR FLOOR (LNG)PL PLATE
0
AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN PLUMB PLUMBING
4
A.P.ACCESS PANEL FTG FOOTING PLWD PLYWOOD
GLAZING
TYPE
ACT ACCUSTK.AL TILE FR FRAME (D) (PIG)PNT POINT
pre paration, prior to construction No extra charges shall be allowed for the contractor's
ADD ADDENDUM FS FLOOR SINK PVC POLYVINYL CHLORIDE
AQJ AtI.IAGENT FBO FURNISHED BY OTHERS PGF POUNDS PER CUBIC FEET
Z
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A/C AIR CONDITIONING
and lighting issues. All other trades - including electrical system design - is Design - Build, and
PLF POUNDS PER LINEAL FOOT
is the responsibility of the contractor. The Desi n Build work includes electrical - but maPtY9 - y
AHU AR HANDLING UNIT GA GAUGE PSI POUNDS PER SQUARE INCH
ALUM ALUMINUM GALV GALANIZED PGc PRECAST CONCRETE
AQA AMEX/NS WITH DISABILITIES ACT GG GENERAL CONTRACTOR PT PRESSURE TREATED
A.B.ANCHOR BOLTS GB GRAB BAR PROD.PRODUCT
ARA AREA OF RESCUE ASSISTANCE OD GRADE, GRADING
ARCH ARCHITECT (URAL)GYP GYPSUM QT QUARRY TILE
ASPH ASPHALT GYP. BD,GYPSUM DRY WAIL
AWI ARCHITECTURAI. WOODWORK INSTITUTE RAD RADIUS
BSMT BASEMENT HDWR HARDWARE RWL RAN WATER LEADER
SM BEAM HDR HEADER REF REFERENCE
BRG BEARING HTG HEATING RFL REFLECT (ED) (IVE) (OR)
BLK BLACK HVAC HEATINGNENTILATING AR CONDITIONING REFR REFRIGERATOR
BLKG BLOCKING RGP REINFORCED CONCRETE PIPE
BD.BOW HT HEIGHT REQ D REQUIRED
BOT BOTTOM HM HOLLOW METAL RA RETURN AIR
BLDG BUILDING HOR HORIZONTAL REV REVISION (5), REVISED
HB HOSE BIB RH RIGHT HAND
GAB CABINET H \VH HOT WATER HEATER P.O.W.RIGHT OF WAY
GSMT CASEMENT HR HOUR FRO ROOF DRAIN
CL a CEILING RFG ROOFING
GL CENTER LINE INGL INCLUDING RM ROOM
GM CENTIMETER INS INSULATE (D) (ION)R.O.ROUGH OPENING
CT CERAMIC TILE I.J.INSULATION JOINT RS RISER
CIR GRCLE INT INTERIOR
CIRC GRGUMFRENCE Jc JANITOR'S CLOSET SCH SCHEDULE
COL COLUMN JT JOINT SECT SECTION
Gomm COMMUNICATIONS JST JOIST SHT SHEET
CONC.CONCRETE Sim SIMILAR
CMU CONCRETE MASONRY UNIT K.F KRAFT FACED SG SOLID GORE
cONST CONSTRUCTION S SOUTH
CONT.CONTINUOUS OR CONTINUE LBL LABEL SPED SPECIFICATION (5)
G.J.CONTROL JOINT LAB LABORATORY SO SQUARE
GS COUNTER SINK LB LAG BOLT STD STANDARD
COOR COORDINATE LAM LAMINATED ST STEEL
GORR.CORRIDOR LAV LAVATORY STO STORAGE
GFT CUBIC FOOT L.H.LEFT HAND SO STORM DRAIN
CYD CUBIC YARD LT LIGHT STRUCT.STRUCTURAL
LL LIVE LCIAD SYM SYMMETRY (ICAL)
DL DEAD LQAD SYN SYNTHETIC
DEMO DEMOLISH OR DEMOLITION MFR MANUIWWRE (ER)SYS SYSTEM
D DEPTH MAS MASONRY
OTL DETAIL M.O.MASONRY OPENING TEL TELEPHONE
DIA.DIAMETER MTL MATERIAL (5)TV TELEVISION
DIM.DIMENSION MAX MAXIMUM TEMP I TEMPORARY
OR DOOR MECH MECHANIC (AL)THK THICK (NESS)
DH DOUBLEHUNG MED MEDIUM TPO TOILET PAPER DISPENSER
DS DOWNSPOUT MET MEW TOL TOLERANCE
DI DRAIN INTLET M METER TOM TOP OF MASONRY
DWG DRAWING MM MILJMETER T $ G TONGUE AND GROOVE
OF DRINKING FOUNTAIN MIN MINIMUM TB TOWS. BAR
EA EACH MN MINUTE TRD TREAD
E EAST 1-1I5c MISCELLANEOUS TRTO TREATED
ELEC ELECTRIC MR MOISTURE RESISTANT TS TUBULAR STEEL
EWH ELECTRIC WATER HEATER MLA MOULDING TYP TYPICAL.
EL ELEVATION MT MOUNT ) (ING
ELEV.ELEVATOR UL UNDERWRITERS LABORATORIES
EMER.EMERGENCY N.E.R.NATIONAL EVALUATION REPORT UFAS UNIFORM FEDERAL ACCESSIBUTY STANDARD
ENG ENCLOSE (URE)NOM NOMINAL
EQ EQUAL.N NORTH USBC UNIFORM 5rATEWIDE BUILDING CODE
EQUIP.EQUIPTMFJNT N.I.G.NOT IN CONTRACT UON UNLESS OTHERWISE NOTED
ETC.ET CETERA N.T.G.NOT TO SCALE UR URINAL
EXG EXISTING NO. NUM #NUMBER
E.B.EXPANSION BOLT VB VAPOR BARRIER
E.J.EXPANSION JOINT O.G.ON CENTER V.I.F.VERIFY IN FIELD
V!ll EXT.EXTERIOR OPG OPENING VERT I VERTICAL
zE.I.F.5.EXTERIOR INSULATION FINISH SYSTEM OPP OPPOSITE VAT VINYL ASBESTOS TILE
OPP. H.OPPOSITE HAND VB VINYL BASE
O FB FACE BRICK OD OUTSIDE DIAMETER VT VINYL. TILE
FOG DACE OF CONCRETE CA OVER ALL
FOB FACE OF BLOCK WSCT WAINSCOT
FOS FACE OF 5TUD PINT PANT WG WATER CLOSET
FOW FACE OF WALL PTO PANTED WP WATER PROOFING
FGU FAN COIL UNIT PNL PANEL WWM WELDED WIRE MESH
FT FEET, FOOT PANIC BAR W WEST
FIN.FINISH PAR PARALLEL W WIDTH, WIDE
FFE FINISH FLOOR ELEVATION PK PARKING WIN WINDOW
FFL FINISH FLOOR LINE PVMT PAVEMENT W/WITH
FRT FIRE RETARDW TREATED PERF PERFORATE W/o WITHOUT
DRAWING NUMBER
SHEET NUMBER WHERE
DRAWING 15 LOCATED
SHEET NUMBER WHERE
DRAWING 15 TAKEN
i
DRAWING NUMBER
2
SHEET NUMBER WHERE SECTION
DRAWING 15 LOCATED
SHEET NUMBER WHERE
DRAWING 15 TAKEN
DRAWING NUMBER
SHEET NUMBER WHERE
DRAWING 15 LOCATED
A1.0 A1.4 L
AV
SHEET NUMBER WHERE
DRAWING 15 TAKEN
ADDITIONAL SHEET
REFERENCES
i DETAIL
ENLARGEMENT
I I
ELEVATION
NUMBER, TYP.
X INTERIORXX
2
GRID UNES
I
i
1) Provide a finished, complete and watertight building as described and illustrated in these construction documents.
Fully complete all portions of the work, Including those Items of work, finishes, flxtures, equipment or materials that
may not be shown but would reasonably be included in a finished project of this nature.
Careful and comprehensive coordination of all design -build subcontractors is imperative to ensure that design -build
systems are accommodated within the proposed design and without need to request changes to the proposed
design. Special attention should be given to coordination with the proposed structural system, proposed ceiling and
soffit heights, garage level ceilings, and an extremely tight and restricted site layout Design -build subcontractors are
to provide clear and comprehensive design documents for the Owner and Architects review prior to ordering
materials or beginning work.
2) Attention is called to the requirements set forth in the project manual dated prepared by Mitchell /Matthews
Architects . Planners.
3) All components, systems and all other manufactured articles, materials, components, coatings and equipment shall be
applied, Installed, connected, erected, used, cleaned, stored, handled, conditioned and maintained, etc. as per
manufacturers recommendations. THERE SHALL BE NO EXCEPTION TO THIS REQUIREMENT WITHOUT
THE WRITTEN APPROVAL OF THE ARCHITECT. Any conflict discrepancy or question concerning these
documents or manufacturers' recommendations should be brought in writing, to attention of the Owners
Representative before proceeding with the work. All assemblies required to be flre railed must be UL listed or
Factory Mutual ratted unless noted otherwise.
4) Equal materials or components to those specified may be considered. Refer to the Project Manual for the required
procedure for substitutions and submitting samples or information to Mitchell/Matthews for review before ordering
or proceeding with work.
5) All flnished work shall be properly protected from damage by subsequent work or trades. All damage shall be
repaired or replaced at the expense of parties responsible for damage. Any surfaces, , ,10 A viols, or equipment
developing cracks, tears, dislocations, blemishes, or problems of like nature shall be replaced, repaired or relieved in a
manner acceptable to the Owner's Representative. All cost related thereto shall be paid by the contractor without
additional cost to Owner.
6) The contractor is responsible for carefully and thoroughly reviewing all drawings and specifications before beginning
any work or ordering any materials. Any discrepancies in the drawings should immediately be brought to the
attention of the Owners Representative for clarification before proceeding with the work.
It Is expected and required that the General Contractor, separate specialized contractors and all sub - contractors be
experienced in their trades and shall use workmen who are skilled in their particular field. Quality workmanship and
trouble - free construction will be the standard of acceptance. "Standard of the Trade" may not be on acceptable
standard.
8) It is further expected that construction shall proceed in compliance whth what is considered to be good building
practices. IF THERE IS ANY QUESTION CONCERNING NEED FOR ADDITIONAL DETAIL, METHOD,
SUBSTITUTION OF MATERIAL OR EQUIPMENT, ETC.... THE CONTRACTOR SHALL CONSULT THE
OWNER'S REPRESENTATIVE FOR ADDITIONAL DRAWINGS OR CLARIFICATION OF THE INTENT OF
THE DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
9) Do not scale these drawings. Where dimensions are incomplete or directions are not clear, contract the Owner's
Representative for clariflcation.
10) All communication with the Architect shall be addressed to:
OWNER: PROJECT MANAGER:
Vijay Mehta Mark BrinckerhofF
GHAXU, Inc. Mfthell / Matthews Architects
447 East 29th Street P0. Box 5603, Charlottesville, Virginia 22905
Buena Vista, VA Tel: 434.979.7550 Fax: 434.979.5220
email: mbOmitchellmaithews.com
11) Where the word "certliy or "certiflcotion" Is used or implied, It shall mean a document signed and/or sealed by a
w professional member of the flrm of Mltchell/Matthews Architects $ Planners, attesting that professional services
r have been performed by on architect or engineer. The opinions or certiflcotions" rendered are based on that person's
r knowledge and information, and In accordance with commonly accepted procedures consistent with applicable
Ostandards of professional practice, and is NOT a guorantlee or warranty, either expressed or implied.
Z12) IFG 1404.1 - Smoking to be allowed only in designated spaces with proper receptacles.
13) IFC 1404.2 - Waste disposal of combustible debris shall be removed from the building at the end of each workday.
14) Access to the site during demolition and construction shall be maintained.
15) IFG 1404.6 - Cutting and welding: Operations involving the use of cutting and welding shall be done in accordance
with Chapter 26 of The International Fire Code, addressing welding and hot work operations.
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Z 16) IFG 1414.1 - Fire extinguishers shall be provided with not less than one approved portable flre extinguisher at each
stairway on all floor levels where combustible materials have accumulated.
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ROOM ROOM NAME
AND NUMBS
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TYPE
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101 DOOR
NUMBER
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drawings and other trades. The contractor shall adhere to the lighting layout and fixture type
Cie)WkL TYPE
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CONCRETE (PLAN)
0 F MOULDING
TYPE
CMU
governing jurisdiction.
PLYWOOD / 0513
4
INTERIOR R RRE/
ACCESSORIES
EARTH
0
FINISHED WOOD
V)G3 GLAZING
TYPE
1) Provide a finished, complete and watertight building as described and illustrated in these construction documents.
Fully complete all portions of the work, Including those Items of work, finishes, flxtures, equipment or materials that
may not be shown but would reasonably be included in a finished project of this nature.
Careful and comprehensive coordination of all design -build subcontractors is imperative to ensure that design -build
systems are accommodated within the proposed design and without need to request changes to the proposed
design. Special attention should be given to coordination with the proposed structural system, proposed ceiling and
soffit heights, garage level ceilings, and an extremely tight and restricted site layout Design -build subcontractors are
to provide clear and comprehensive design documents for the Owner and Architects review prior to ordering
materials or beginning work.
2) Attention is called to the requirements set forth in the project manual dated prepared by Mitchell /Matthews
Architects . Planners.
3) All components, systems and all other manufactured articles, materials, components, coatings and equipment shall be
applied, Installed, connected, erected, used, cleaned, stored, handled, conditioned and maintained, etc. as per
manufacturers recommendations. THERE SHALL BE NO EXCEPTION TO THIS REQUIREMENT WITHOUT
THE WRITTEN APPROVAL OF THE ARCHITECT. Any conflict discrepancy or question concerning these
documents or manufacturers' recommendations should be brought in writing, to attention of the Owners
Representative before proceeding with the work. All assemblies required to be flre railed must be UL listed or
Factory Mutual ratted unless noted otherwise.
4) Equal materials or components to those specified may be considered. Refer to the Project Manual for the required
procedure for substitutions and submitting samples or information to Mitchell/Matthews for review before ordering
or proceeding with work.
5) All flnished work shall be properly protected from damage by subsequent work or trades. All damage shall be
repaired or replaced at the expense of parties responsible for damage. Any surfaces, , ,10 A viols, or equipment
developing cracks, tears, dislocations, blemishes, or problems of like nature shall be replaced, repaired or relieved in a
manner acceptable to the Owner's Representative. All cost related thereto shall be paid by the contractor without
additional cost to Owner.
6) The contractor is responsible for carefully and thoroughly reviewing all drawings and specifications before beginning
any work or ordering any materials. Any discrepancies in the drawings should immediately be brought to the
attention of the Owners Representative for clarification before proceeding with the work.
It Is expected and required that the General Contractor, separate specialized contractors and all sub - contractors be
experienced in their trades and shall use workmen who are skilled in their particular field. Quality workmanship and
trouble - free construction will be the standard of acceptance. "Standard of the Trade" may not be on acceptable
standard.
8) It is further expected that construction shall proceed in compliance whth what is considered to be good building
practices. IF THERE IS ANY QUESTION CONCERNING NEED FOR ADDITIONAL DETAIL, METHOD,
SUBSTITUTION OF MATERIAL OR EQUIPMENT, ETC.... THE CONTRACTOR SHALL CONSULT THE
OWNER'S REPRESENTATIVE FOR ADDITIONAL DRAWINGS OR CLARIFICATION OF THE INTENT OF
THE DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
9) Do not scale these drawings. Where dimensions are incomplete or directions are not clear, contract the Owner's
Representative for clariflcation.
10) All communication with the Architect shall be addressed to:
OWNER: PROJECT MANAGER:
Vijay Mehta Mark BrinckerhofF
GHAXU, Inc. Mfthell / Matthews Architects
447 East 29th Street P0. Box 5603, Charlottesville, Virginia 22905
Buena Vista, VA Tel: 434.979.7550 Fax: 434.979.5220
email: mbOmitchellmaithews.com
11) Where the word "certliy or "certiflcotion" Is used or implied, It shall mean a document signed and/or sealed by a
w professional member of the flrm of Mltchell/Matthews Architects $ Planners, attesting that professional services
r have been performed by on architect or engineer. The opinions or certiflcotions" rendered are based on that person's
r knowledge and information, and In accordance with commonly accepted procedures consistent with applicable
Ostandards of professional practice, and is NOT a guorantlee or warranty, either expressed or implied.
Z12) IFG 1404.1 - Smoking to be allowed only in designated spaces with proper receptacles.
13) IFC 1404.2 - Waste disposal of combustible debris shall be removed from the building at the end of each workday.
14) Access to the site during demolition and construction shall be maintained.
15) IFG 1404.6 - Cutting and welding: Operations involving the use of cutting and welding shall be done in accordance
with Chapter 26 of The International Fire Code, addressing welding and hot work operations.
W
Z 16) IFG 1414.1 - Fire extinguishers shall be provided with not less than one approved portable flre extinguisher at each
stairway on all floor levels where combustible materials have accumulated.
U
W
W
ELECTRICAL
i
W The electrical systems design and installation shall be fully coordinated with the architectural
BOA
x drawings and other trades. The contractor shall adhere to the lighting layout and fixture type
CONCRETE •r •
W O
CONCRETE (PLAN)
f
COPPER FLASHING (R.AN)
specified light fixtures - and shall comply with all applicable codes and requirements of the
CMU
governing jurisdiction.
PLYWOOD / 0513
4
EARTH
0
FINISHED WOOD
Z
METAL
O
r F"
locations shall referred t the Architect for resolution / coordination during h win
W pre paration, prior to construction No extra charges shall be allowed for the contractor's
Z W
GRAVEL
ALAI KATERIALS LIST FOR GENERAL GUIDk
MATERIAL SYMBOL MAY NOT BE SHOWN IN ALL INSTANCES.
CONSULT • CLARIFICATIO
Z
U x
1) Provide a finished, complete and watertight building as described and illustrated in these construction documents.
Fully complete all portions of the work, Including those Items of work, finishes, flxtures, equipment or materials that
may not be shown but would reasonably be included in a finished project of this nature.
Careful and comprehensive coordination of all design -build subcontractors is imperative to ensure that design -build
systems are accommodated within the proposed design and without need to request changes to the proposed
design. Special attention should be given to coordination with the proposed structural system, proposed ceiling and
soffit heights, garage level ceilings, and an extremely tight and restricted site layout Design -build subcontractors are
to provide clear and comprehensive design documents for the Owner and Architects review prior to ordering
materials or beginning work.
2) Attention is called to the requirements set forth in the project manual dated prepared by Mitchell /Matthews
Architects . Planners.
3) All components, systems and all other manufactured articles, materials, components, coatings and equipment shall be
applied, Installed, connected, erected, used, cleaned, stored, handled, conditioned and maintained, etc. as per
manufacturers recommendations. THERE SHALL BE NO EXCEPTION TO THIS REQUIREMENT WITHOUT
THE WRITTEN APPROVAL OF THE ARCHITECT. Any conflict discrepancy or question concerning these
documents or manufacturers' recommendations should be brought in writing, to attention of the Owners
Representative before proceeding with the work. All assemblies required to be flre railed must be UL listed or
Factory Mutual ratted unless noted otherwise.
4) Equal materials or components to those specified may be considered. Refer to the Project Manual for the required
procedure for substitutions and submitting samples or information to Mitchell/Matthews for review before ordering
or proceeding with work.
5) All flnished work shall be properly protected from damage by subsequent work or trades. All damage shall be
repaired or replaced at the expense of parties responsible for damage. Any surfaces, , ,10 A viols, or equipment
developing cracks, tears, dislocations, blemishes, or problems of like nature shall be replaced, repaired or relieved in a
manner acceptable to the Owner's Representative. All cost related thereto shall be paid by the contractor without
additional cost to Owner.
6) The contractor is responsible for carefully and thoroughly reviewing all drawings and specifications before beginning
any work or ordering any materials. Any discrepancies in the drawings should immediately be brought to the
attention of the Owners Representative for clarification before proceeding with the work.
It Is expected and required that the General Contractor, separate specialized contractors and all sub - contractors be
experienced in their trades and shall use workmen who are skilled in their particular field. Quality workmanship and
trouble - free construction will be the standard of acceptance. "Standard of the Trade" may not be on acceptable
standard.
8) It is further expected that construction shall proceed in compliance whth what is considered to be good building
practices. IF THERE IS ANY QUESTION CONCERNING NEED FOR ADDITIONAL DETAIL, METHOD,
SUBSTITUTION OF MATERIAL OR EQUIPMENT, ETC.... THE CONTRACTOR SHALL CONSULT THE
OWNER'S REPRESENTATIVE FOR ADDITIONAL DRAWINGS OR CLARIFICATION OF THE INTENT OF
THE DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
9) Do not scale these drawings. Where dimensions are incomplete or directions are not clear, contract the Owner's
Representative for clariflcation.
10) All communication with the Architect shall be addressed to:
OWNER: PROJECT MANAGER:
Vijay Mehta Mark BrinckerhofF
GHAXU, Inc. Mfthell / Matthews Architects
447 East 29th Street P0. Box 5603, Charlottesville, Virginia 22905
Buena Vista, VA Tel: 434.979.7550 Fax: 434.979.5220
email: mbOmitchellmaithews.com
11) Where the word "certliy or "certiflcotion" Is used or implied, It shall mean a document signed and/or sealed by a
w professional member of the flrm of Mltchell/Matthews Architects $ Planners, attesting that professional services
r have been performed by on architect or engineer. The opinions or certiflcotions" rendered are based on that person's
r knowledge and information, and In accordance with commonly accepted procedures consistent with applicable
Ostandards of professional practice, and is NOT a guorantlee or warranty, either expressed or implied.
Z12) IFG 1404.1 - Smoking to be allowed only in designated spaces with proper receptacles.
13) IFC 1404.2 - Waste disposal of combustible debris shall be removed from the building at the end of each workday.
14) Access to the site during demolition and construction shall be maintained.
15) IFG 1404.6 - Cutting and welding: Operations involving the use of cutting and welding shall be done in accordance
with Chapter 26 of The International Fire Code, addressing welding and hot work operations.
W
Z 16) IFG 1414.1 - Fire extinguishers shall be provided with not less than one approved portable flre extinguisher at each
stairway on all floor levels where combustible materials have accumulated.
U
W
N3
0 _-v
o
MITCHELL / MATTHEM
ARCHITECTS PLANNERS
Mr.i. -- r;. "C%W6ar.w v+r ra.:2m
TW : 434.979.7340 Pax : 434.979.62 00
W
ELECTRICAL
W The electrical systems design and installation shall be fully coordinated with the architectural
x drawings and other trades. The contractor shall adhere to the lighting layout and fixture type
as shown in the plans developed by Mitchell Matthews Architects. The contractor is
W O responsible for engineering and design of power supply system and installation details for the
f specified light fixtures - and shall comply with all applicable codes and requirements of the
governing jurisdiction.
Z
4
0 The contractor shall be responsible for thoroughly reviewing the architectural drawings for
Z coordination of equipment, piping and access panel locations. Conflicts and access panel
O
W locations shall referred t the Architect for resolution / coordination during h win
W preparation, prior to construction No extra charges shall be allowed for the contractor's
Z W failure to comply with this requirement
Z
U x
Q OTHER TRADES
J Z
W The plans prepared by Mitchell Matthews Architects address architectural, structural, site
and lighting issues. All other trades - including electrical system design - is Design - Build, and
0
a,
is the responsibility of the contractor. The Desi n Build work includes electrical - but maPtY9 - y
L Z also include the following: mechanical, plumbing, flre suppression, telecommunications, A/VZsecurity, and flre alarm systems - as well as other systems, devices, components, and
accessories.
w w
Q Give consideration to all other trades. Make arrangements to avoid conflicts and interferenc
Q with other work.
N3
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MITCHELL / MATTHEM
ARCHITECTS PLANNERS
Mr.i. -- r;. "C%W6ar.w v+r ra.:2m
TW : 434.979.7340 Pax : 434.979.62 00
f O
O
V John F. Matthews
Cert. No. 6769
This drawing is the property of the
Architect and may not be repro-
dwed or used without the express
permission of the Architect.
The contractor is responsible fix
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
GENERAL NOTES
SYMBOLS &
ABBREVIATIONS
PROJECT -
DATE Aug 5, 2008
DRAWN MB
CHECKED
REVIEWED -
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Cert. No. 6769
This drawing is the property of the
Architect and may not be repro-
dwed or used without the express
permission of the Architect.
The contractor is responsible fix
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
GENERAL NOTES
SYMBOLS &
ABBREVIATIONS
PROJECT -
DATE Aug 5, 2008
DRAWN MB
CHECKED
REVIEWED -
4S
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IRON FOUND
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INV. IN 455.28 / CORNER
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W MINV. IN 450,W (S)
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SOUTH EDGE OF BUILDING
PLANTING
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INV. IN 449.47 (N)
INV. IN 440.77 (W)
INV. IN 441.87 (S)
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455 - \
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TOP 455.26 DB 853 PG 730
HANDICAP I SIDEWALK
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f
TOP 454.16
DB 549 PG 16 _ - - WV 10" GV ' -` G
G - INV. OUT 446.41ILW
HANDICAP -r -' - -- - _RAND - w - R = 905.13'
A - 179.89'
SSMH A - 11
TOP 453.39 T - 90.24
GREENBRIER DRIVE (VAR WIDTH R/W) INV OUT445 . 32
CH
4 455.. 24 CS =INV. OUT 4N4332'21"W
r TIC
r TICS ---*- S - _ -
GAS
PED IRON FOU
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ADDITIONAL RIGHT -OF -WAY GRANTED CORNER
TO THE COMMONWEALTH OF VIRGINIA
DB 1271 PG 316
LEGEND
W WATER LINE (EX.)
WV® WM WATER VALVE / METER
FHA - &FIRE HYDRANT
YH-•YARD HYDRANT
BOA •SLOW-OFF ASSEMBLY
3 SANITARY SEWER LINE (EX.)SETBACK LINE
CO O CLEANOUT
SEWER MANHOLE
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OUT 453 22
461.21 J WYPAVEMENT
02 I 10.98' . 5' ( III I I TOFF 456.661 Now or FormeriAND/OR WATER LINE : • I - - . . • / } I I I .l I I Z6.5" IA. ORIFICE
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I I I I I I I I ORtFt INV. 452.46 DB 1548 PG 039 (PLAT)I 18.OT A . - «n / (
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EASEMENTCDI - - / I SHRUB ,T,) DS 417 PG 347 \TOP 456.33 I / i I ` M mp ASPHALT PARKING % --INV. IN 444.28 ills GUTTER
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DFOUN _ •t
DI -313 40' JOINT ENTRANCE ESMT 5.5' C -•
TOP 455.26 DB 853 PG 730
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INV. OUT 450.41 10' VEPCO' EASEMENT RAMp _ -'
f
TOP 454.16
DB 549 PG 16 _ - - WV 10" GV ' -` G
G - INV. OUT 446.41ILW
HANDICAP -r -' - -- - _RAND - w - R = 905.13'
A - 179.89'
SSMH A - 11
TOP 453.39 T - 90.24
GREENBRIER DRIVE (VAR WIDTH R/W) INV OUT445 . 32
CH
4 455.. 24 CS =INV. OUT 4N43 32'21"W
r TIC
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PED IRON FOU
0.18' NE OF
ADDITIONAL RIGHT -OF -WAY GRANTED CORNER
TO THE COMMONWEALTH OF VIRGINIA
DB 1271 PG 316
LEGEND
W WATER LINE (EX.)
WV® WM WATER VALVE / METER
FHA - &FIRE HYDRANT
YH-•YARD HYDRANT
BOA •SLOW-OFF ASSEMBLY
3 SANITARY SEWER LINE (EX.)SETBACK LINE
CO O CLEANOUT
SSMH O SEWER MANHOLE
STORM DRAIN LINE
CDI [2 CURB DROP INLET
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UGE UNDERGROUND ELECTRIC (EX.)
UGT UNDERGROUND COMMUNICATIONS (EX.)
UGTV UNDERGROUND TELEVISION (EX.)
PED 0 UTILITY PEDESTAL
BOUNDARY / RIGHT -OF -WAY LINE
IF IRON PIN FOUND
IS IRON PIN SET
SETBACK LINE
EASEMENT LIMITS
CENTERLINE
CONTOUR LINE (EX. / PROP.)
3:1- E- 2.5091-DEGREE / DIRECTION OF SLOPE
479.70 SPOT ELEVATION
HP HIGH POINT
LP LOW POINT
f -f- 111--M DITCH WITH LINING
DITCH / SWALE
WATER COURSE
BM BENCHMARK
DIP DUCTILE IRON PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYLCHLORIDE PIPE
FIFE FINISHED FLOOR ELEVATION
I UW4EY & TOPOGRAPHY
1. TOPOGRAPHIC SURVEY PREPARED BY TERRA ENGINEERING AND LAND
SOLUTIONS, PC, CHARLOTTESVILLE, VIRGINIA, MAY 6, 2008.
2. ELEVATION DATUM: TOP OF FIRE HYDRANT LOCATED BEHIND
SIDEWALK APPROXIMATELY 300' WEST OF WEST ENTRANCE.
ELEVATION 468.49.7. BENCHMARK REFERENCE IS "ALTERNATE SITE
PLAN PREPARED BY RICHARD SHANK ASSOCIATES, PC., DATE JUNE 10,
1985, LAST REVISED JULY 22, 1985.
3. BASIS OF BEARINGS: PLAT: DB 853 PG 730
4. CONTOUR INTERVAL: 1'.
5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR
NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY
CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY
THE EXISTENCE AND LOCATION OF, OR THE NON - EXISTENCE OF,
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING "MISS UTILITY" (14800 -552- 7001).
6. NO TITLE REPORT FURNISHED. OTHER EASEMENTS, ETC. MAY AFFECT
PROPERTY.
7. TOPOGRAPHIC BASE MAP DOES NOT REPRESENT A BOUNDARY
SURVEY. BOUNDARY LINES ARE SHOWN IN APPROXIMATE LOCATION
ONLY.
8. WATER SERVICE AS SHOWN VIA VDOT PLANS. PROJECT
W29-002-Fl 9,C501; 6029- 002- 119,RW201, LAST REVISED 9 -9-93.
9. EASEMENT LOCATIONS ARE BASED ON THE PLATS OF RECORD.
VICINITY MAP
1" = 2000'
s
SITE
ROADewr
4
GRAPHIC SCALE
m 0 10 10 40 so
IN FEET)
1 Mch = 20 II.
Z 2
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SCALE: 1 " =20'
ISSUED: 05 -23 -08
DRAWN: RME
DESIGN:
CHECKED:
REVISIONS:
1. 05 -24-M GENERAL REVISIONS
2. 06 -30-08 BOUNDARY
ADJUSTMENT
Al rob eosrwd No pet s(de mm&m d peeled by dd p17 40,
pbom, w., dwlps, eaba" ar dW& m*mmW an de pb* my be
apr.d.w I • b""pd or wrwd in aq 1ee or by @" e.a abimwio ar
mild spree w1d wt w I I lire Toe" Rogbom g r"d
Lind 9sWdma, Pc.
Ab% pW ..cbsaripWesa*Wp"w III wtGowrWaa
awbeletlw e[Tsrs B"wlnp a"d Land Bddse, PC.
o TMMA MWIMMMIG AND LAND WLUTX)M PC
SHEET
J.N.
C16060
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8
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SITE NOTES
ADJACENT EXISTING BUILDING
EXISTING MANHOLE TO I \ JOINT
ASPHALTREMAIN. PROTECT FROM PARKING ASPHALT
DAMAGE. I ACCESS PAVING TO
EASEMENT REMAIN
N 40 23 28 E 333.87
REMOVE EXISTING EDGING 8
PLANTS IN SHADED AREA
REMOVE 3 EXISTING TREE
STUMPS
EXISTING SIDEWALK TO
REMAIN
W
r
DEMOLITION SITE PLAN
REMOVE EXISTING PRECAST
WHEELSTOP 0 SPACE 54 ONLY
EXISTING DROP INLET (TYP.) /
STORMWATER DETENTION EASEMENT %
EXISTING FENGE --` /
M'IOIAdT OFANFA D15RJN6ED FOR WiORADN19
3,248 SF FOR ENTRY (ANOPY DRIVE IE WALKS
515 SF FOR REVISED PARKING
236 SF FOR DUMPSTER PAD REPLACEMENT
3" 9F VOL
SCALE: 1" = 20' -0"
NORLIM
1 ALL CONBrWCTION W M N AOCAN *a ww PEN'1i5 i:16 w MD iPRJCIrd,E CODES`
2. M CONrIMiC1DR SHALL OBfMi MD W FOR ALL N5PEC11M CERrNTG1 ft E FBd Ins MJAIMI
S THE COMMLWR SHALL WPM AN A6 BULT SET OF MMW V WM THE EXACT LOCA110N OF ALL
URM PNOR W C0NCE UW.
4, OMMr6 HRVV& M115 D PMM OR DE91NtMD lAM CON51E1L110N 9wLL M N3 Mw 0R NiM 1U
TI1W ON6MML CGipr10N./M0 T011E 5A>R4RAGT10N OF TIE 011AER
S CONiMG10R SIWl DN31e79E DUE DLI6lNCE DUNN6 GONSfNJGT10N AROUND AM' E>u6rN6 FEAa DIES W4NCIf ARE
10 WVM N PLACE R 5 TIE R9PCN6lLirl' Of THE COMMCR7RR NO E1IPBEE 1G OMAItR TO NAJiCf ANY
SUM FfaNJ%%ftVMU5,A6PHALT COMM RAN K PLMN W ANK ORANY OrM MM FMQIMIES
A6 A WTSII<.T OF W MA 91,11900 PJ1W CON911 OPEM1M TOM S4119PO10N OF TIE OM M
Q THE 6ENMAL CONMA41DR 6 901 9 IiESPUWAZ FOR TIE CoIlSTWCTION MEAN6 AN61UR METHODS A660cL=
NAM THE FN=A6 SET FORM N THESE PUK9
1 IF DEMWUITES FROM THE 9 100 A IM OR DMM#M ARE DBSAW NECESSARY BY THE 0MMACR7R MMS OF
SUCH OLIMRI M AID 11111511601116 TIIBIEOF SHALL W 91E IM TO MARQ#rEGT FOR MOM NO DERWJMS
F110M THE CONI W DOCaJMlt O SHALL BE MADE NMMOIIr THE WTII M P!N'15 M OF TIE AtaQIIr=
S THE CO ffW0 R M K A ALL TM K! TIE PN9'19E9 CLEAN FWM TIE ACCIN'1AAiOIK OF W OM Maus
OR NEBi6IL ALL MM SHALL BE MOM MM THE 9iM ON A OALY W& COMRACIUR SWU CLOW
LOM W61E MWA9l1'W AIIrHOAlr V COOIMM WARE 140#49W NIZAVIM 001110
M11a=Ai*D C IN9fR Cw
DIMENSIONING & GEN. LAYOUT NOTES
L NOT ALL CO V M W 6E ACCUMiELY RMAESB M MNCCURACIEa, OMi56DN5AMD N0MM MAR'
W R 6 THE NJP0N9 IN OF TIE C MwA M 51b4OMIMCi *V A66OMM MMWU W
MINTY COiDIrgN MV 1WOVJSW COOS WU ALL DL9Ci1.NES MM W C01461WL1<X IINORS AND
am= Spu BROUw W THE A'TW ON OF THE MICIIT6LT A6 SOON A6 DLSCOVMUND NAMOUT
MM..
2. M% %W AM% WSW LOTS ETC., AM DN'EN91 IM M MCE Man U.O:N.
ELB M SUCH A6 BUT NOT MW W Mft 5MM AT MWL1M MUSE EE CON91RUGW TO MMT All.
6BA ®CODE
4, ME1MNIM MN' 8W CONiRA = MUSE MW VffYALL 16L61N6'EN15 MDI%V PNOR V
COMM OR THE OF ANY MERMLS. CONR=*C= DiSG1ONM MM !E
BilOUiilr 1D THEA11BilI0N OFiIEARdM..
s CON9flpJL110N STIYDrrM 6 THE RESPD 8UN OF TIE COMIAM
e Ail MW 100ftECGASETO M MUMMKINI NACCARt OWi N THE MIN WaW
11*W OF UMON'r TMRTO CONrtiOL DEVICI!b', MD W COMPLY NAM ALL AMEMILLE COUNTY 91461AROS
TRAFFIC AND PUB SAFETY
1. SEE PLAN NOTES ON SW Ala FOR RaX SMErY 69 ES
2. WUNK SOEMPM9161Ei CUTEA4D6UfMANDANYOTHERSUNK SDWASMWNN6C01b1AUCTU
9HML M Mww W FN 0I3dIWGTION COIDRION6 BE= PROECT q.OSEOUG
36 ANY 1RM49C COMROL DEVICES Pft QAIMADES` E'ICj MD RAVE W MANlN85 WaM WA JIM OF
CWR C110N WOK OR mum" CO VILU ON OF THE PI M WLL KIM IfY OF THE
CON RAMMM0 MII4f 6EA9ROVFD W LOCALIWTHON11ft
46 PROTECTS) FINS" AICC56 AAOUID THE CO ONWION SIM iOR 16 PR12W MIST W PTGVDED NAM TIE
APPROPTEMrE OE'tOUR 516N5, FEICNG AND 6MNCJDES
S ALL SI6iM6E W BE NLSPUM ON THIS PROAf.7 MOLL BE N ACCO CNN NAM THE MOST N5aW KW4AL OF
UMW WM DEViCE6"AND 1U COMPLY NAM VDOT 5D4itA M
I ANY 90lIMW THAT A1E A RARE OF TIE PW 5l%* GNi MArON AROUND THEi PROECT THAT AN° DWASM BY
CQLgfWG110N ACiMMS SIMLL BE WkACED "IVWBY UPON COMPLETION OF UM N W AREA
Z KW ALL NEW NMLK C0149TWG110N NW 011SiM16 %KXL S CONEW OR SHALL CW MATE CONSIWCiiON
NAM A M MU COUNTY MMOMIK W DETEMEE COLOR K4ffAOL. M DL E DLi6WCE 9IWl 6E
DERGISlD W K4M NEW WL* 10 BL91N6 %ALK 0I A Ift TWMISi 0G MUST MMT APPLICABLE 000ES
TEMPORARY FACILITIES/UTILITIES
L COIrWM WLL BEA I MIED W UM ELEGINCAL POWER FROM M EXERN6 BULDN6 W F"
comet CTION T00LS, FEED VENFY AMMIMI SBa+M CONSULT NAM M0 FORALLONMBLE UrArI0N5
2. CONIINCIDR WLL BE ALLOW V U= FVVM NM1S1 FROM THE E%51MI6 BIJr W V MACI.iM
CON6TrLiC110N ACrTVI t BBD VMff A WABIJE SERVICE. CWW WRH ONAO 1UR AL10MM M LOC4M
eBeRAL coNTMIGIDR 9HAr1 PICVOE1Er°MURARY DNaaNb NMIERAPD TU1.ET riAalrrlES PURCOIerWCTaN
Wa1I=
0 10 2a 30' 40'
SCALE: 1" - 20'
F
1 EXISTING PLANTS TO REMAIN. PROTECT
I ; i
FROM DAMAGE. TYP. i THIS PLANTER.
EXISTING SIDEWALK E STAIRS TO
REMAIN
39 1 40 1 41 1 42
ROOFED CAREFULLY REMOVE ALLSIDEWALKICURBSUPER8MOTEL
I I REMOVE 2 EXISTING PLANTS A!, REMOVE EXISTING UNDER.
SLAB DRAIN
dA
A. .
25
I ' : EXISTING CLEAN OUT (FL O.
VER. SAN. SEWER).
PROTECT FROM DWAGE.Q I i Uf SIDEWALK CURBSA" UT
EXISTING SIDEWALK TO REMAIN
REMAIN. PROTECT FROM I TO BE DEMOLISHED MT)DAMAGE. TYR 0 5 PLACES
DRAINAGE EASEMENT
i HC HC
q !I 61 I $6 - -64•-- -. 63 62 61 60 .9 58 57
iw
cmkmw
REMOVE EXISTING ASPHALT4 0 EXISTING STORMWATER DETENTION 5451N
I CONCRETE PAD (BELOW (APPROXIMATE LOCATION) —
ASPHALT)
EXISTING FLAGPOLES E
LIGHTS
5 40 28 33 W 2%09'
t - - - - -- -- _- --` ---------- " "' \ EXISTING HC PARKING TO BE RELOCATED
I EXISTING PLANTS TO SAW -CUT PAVEMENT • \— REMOVE PAVEMENT STRIPES Il' MARKINGS
PERIMETER EDGE OF AREA 0 SPACES 33 f 34.
REMOVE EXISTING ASPHALT PAVEMENT E /
OVER- EK(w"TE A5 REM
REMOVE EXISTING CONCRETE PAVEMENT
I OVER- EXC•AWATEAS READ —\
13 1 12 1 11 1 10 1 9 8 7 6 5 4 3 2 1
EX ZiDER y
EXISTING BUILDING SHALL BE PF, I )
t PLAN MNUIN'WIOII DE MME FWM RZWOiK SIZE SURVEY MLZM 1C M ACOANF, Bur 16 NOr 6IMAMIM
9HN L VlNFYALL D1'EN90N51 SuNIAtr<AND Ui1JTY L0119 LEA
BlWION9 AND E>a61M16 SrNJGTUNMI 6A6E Ml1'WIOI1 TA1<ZN F1f01'i dliL1110<iC SIrE SURVEY NIrUN'WION
FEW0 BY TW B49NEIIIII116 AND LAND - 900IONS, PG, OVILOINE&W 106
2. BBUIE B lt" DB'IOIf I10N, CON611iUL110N M O L WSC.~ ACTMrE'r - THE MW CMW UR
9W L CONPGT f SGiI1D U "66 UrLIIY' 10 MARK ALL EIIt M SiZE UMM PNDR W CGNffft' 10W
WAN& - "DU6ENCE SHALL BEAMS 10 ?NM WVff6 W THE UME'i A THE AAA OF TIE
NEW sawn CWOPf.
CONSTRUCTION NOTES
L MLY Cp49rNJL110N E DlM10I1rI0N AICIiVRlS SHALL NOT BE PllIhN11ED BBUIE PM M1.
2. CGN6TRUGIM VGUS SHALL NOT M Ur WO MMES MM" WIRE MW Wag M NEEDS) FOR
HfDIM11UC LIM AbD OTTER o" Um
3 DELNEII6:5 OF HEAW M1r!' 4U AID WAI'ENr SHALL 6E SOW= FOR NON FM Y MFiC HOUR4
4, COISIAM M TIE SOL UNDBt RAVED ARIiA6 SWIM OF PN7PB1 M0151UAE CONTENT 50 A610 A00 M OF
M SWrM PROCTOR MAi6MUM DRY DM6fTY.
MODIFY CURB - SEE NOTES ON AC2.0 SHEET NOTES
i
EXISTING ROORNG. SEE A1.1 IE A2.1 /
FOR EXTENT OF NEW WORK. .-
I x i `
EXISTING TREES TO REMAIN. PROTECT
FROM DAMAGE. TYP. 0 THIS AREA.
43 44 45 46 \ \ \ _ h
X
EXISTING
ASPHALT
PAVING TO
REMAIN —
EXISTING LIGHTPOLES
56 55 54 53 52 51 50 49 118
O I c M - 5 0 I 0 1 0 /
MITCHELL / MATTHEWS
ARCHITECTS PLANNERS
a•• TWO •YMAWM Laws • Ch600MV11614 Mrlk" nM
Tel: 434. 979. 7550 Pax: 451.979. 5220
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John F. Matthews
Cart. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission ofthe Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
EXISTING
CONDITIONS &
DEMOLITION
SITE PLAN
PROJECT -
DATE Aug 5, 2008
DRAWN MB
CHECKED -
REVIEWED -
i
00
SITE NOTES
s 1 —
I
Lam
1 II
I
I I ,
T _ a —
CONC. CURB E GUTTER ( ( \ \ \ \ \ JOINTNC") \ r \ \ \ PROTECT EXISTING GwwEMYRTLE TO REMAIN R4 4*
RESET EXISTING MANHOLE \ \ \j ACCESS
FLUSH WNEW FINISHED V^ / / ' EASEMENT
GRADE I \ a
T \. \ CONC. CURB 1\ .I I/1 M 1G L 177 GT
SCENT EXISTING BUILDING '
I
III
SEE AKIA FOR —4ENLWAVPLAN
1. PLMI MN'MiION VMS MM RMCiT W 511E %WAY BLEW W IEACAM KIT 5 NOT SU# M =
coNTTMCTOII SHILL FN3D vEI "ALL DNT019 a 9APa AND 91Ie5JWAM Fig JW^ UT18Y LOGNaN5,
al1M1 M MD EJa W 9TWC = V& NrFORMANION 7 MI MM e.ECT1IOFIC 911E 9UW N F0*WION
PHWRMIlD OY IM DdN MMS MD LAID 50LUT10F45i PC, GVADTTE9aW 1A
2 W= M #M16D10WION,CO SMIV110NANDOL*V9CAPNi6AMD- TIM ONKC0RI WO
91OLCOW "96UMVTDWMALL D09U911EUUM P1W10CWWM
DiCMIION - D1iM DLI6EJiCT: 5111L1 M APPL ®R7 hMN16 E 1t161pN61FE URifIS Af TFE N61 Of THE
NEW ENTMa &A M.
CONSTRUCTION NOTES
0W c,ON91i1JM 9 DEI1O1JfloN ACiMIES SHALL NOT NE PFM"l 1 W C E 9A0 AM.
2. COGM XIUN VEJIa.E4 SHILL NOT NE LJ:Fr WiTH ENSNES WMM16 WHU NM KWr A6 NEED® FOR
HYMULIC LMPb AND OTHER MN' MUSK
S DELJVEI S OF HEADY MAQUAIS AND EaPMIr SWU BE SCIM M FOR NON PEAK TMMC HOURS.
l C0110GIION OF THE SOL LWM WM AMM SHALL NE OF PiIOPIR MOHAUIE COMM SO A6 TO AGIVA M OF
THE wow MC1OR MAJI"DRY offay.
SHEET NOTES
1. ALL C06 XnAl W 1E N ACCA WTTH P11M15 rA MAD APPIrAM CODES
1 THE CANIIMICIOR SHrM.L OdfANd AND fl1t' FiDRALL N19PECiHOFER C!!!TN'Ki E PERM115 RH3GIJNW{1
S THE CONiMCM SHALL KWM MI A6 SULT SET OF DMWNW TO HTE M THE EXACT LIOCIr" OF All.
V LBWS PAOR W CONCll!AL N .
4, I50SIN16 N'MROVT9SM DAMM W OR =MOW OW CON51W= SKALL OE IMLACW M 13 U If TO
TM ORI6NML COIwOIHON,MD TO TIE 5RI51 TIM OF THE Ovw
S GONTMCHOR 511ALL EJm1Cl5E DUE DLI6WCE DUAN6 CONS1xJC110N AWISD ANt' EIiSTNJS FfJINUMS WHICH AAE
TO Ri1AJN N PLACE IT H5 THE R9PON9N]IJTY Q THE cONIMC1 h ND emw TO ovak To wL/1GE ANY
SI MI6 RMftW#AMMMZC0i=W=KRWWANK0RAWOWWW M3101JR1:5
A6 A IWSIA"T OF OWAM MOO DUIN16 CONSTWCTiON MW %10 THE S4 5lMGTION OF THE OM M
HI TIES190 0MCIM a 50I N Al5PMW FOR THE C NM WCiION MW S *M M rt=S A66 OAM
MTN THE PRQW AS SET PiOW N1 THE RAN&
I P DBwl M MM THE SPICIMC 10141 OR DW Wf6 AM Dom'® MWSW SY THE C IRMACTOR DENS OF
SIGH 0SWITIJWSAPD ITEA6Q15 I 'NSWOF SHMLL M 91E01nm TO THEAiCIN16f.T FOR REVIMI NO 9110
MM THE CON W DOCIN'EM5 9HMLL EE MADE WMOUr THE WtI1TTEJN PNI'i56M OF TIE A6dNTECT.
d TIE CONTMACIOR M X R ALL TN H6 K!P THE PHEME+L'S GEM FROM THEACCUMIAAIONS OF WA6TE hWERML5
OR W9EEJH. ALL DLL'OIE9 911MJ- EE HHEPIOVED WM THE 311E ON A OW Vft CONMVU 914ALL CONPCr
LOCAL WASFE MANAs'!M AurHOH w TO COON*MIiE WASTE K404601T I11513m ims Dim
DIt1111 I AND COPIMC110N.
EXISTING / x + ' ': t •: / \ x
SIDEWALK
AREA OF REBUILT SIDEWkX: i '
X DIMENSIONING & GEN. LAYOUT NOTESIa:: '•'•il' 4" THICK CONCRETE 9 WIRE MESH. ' ^ % / '
PROTECT EXISTING
PLANTS To REMAIN / / / / / t. NOTALL GoNDrrlDFe MAr I>EAtouaagx OMI56IOIMD IAA'
AREA OF REBUILT PAVEMENT: 11/7 5M.
95A SURFACE COURSE. Y BM.25.0
D15GMRVrGMS SWUM DRUM TO THE ATMNTION OF THEARCFN W A6 SOON AS DISL'OVEMIMD WITHOUTBASECOURSE. 6" 71A A GG. BASE 1SUPER8MOTELMATERIAL. COMWTED SUBGRADE. , , X ; / / / / / 1211M.
I - - - -
NEW FINISHED GRADE CONTOUR LINE 1 DW* on AIM POW L01196 MAIM "WOW TO Mk OF GUM u alt
75 \ I II ' :.. _ _ _
REW S SUCH A4 NJJT NOT LMM TO TMMPS, 9HiMWM MAAD STWCi M MST EE CO SW W W MEET ALLo \ --i + I
f \
I I ' r .`' ` I
Sce a l MR EXISTING CONTOUR LINE 0 AREA TO BE • /' i // ' ' / /' ' i I Neuo>mGOOEa10NOerr1
EX CONTOUR LINE / `/ ' ' / / / ' / / 4, DI9CIWBMM PW IR CONIIMU MST PRD VMY ALL MEASJMWM NDICAM PRIOR TO
C4NSRlG11ON OR THE OF ANY aMal> &U 0MMUCI9 ANDJOR DL9rJWAWCIE9 MiSr BE
X / ' / / / / / L /
lRDU6NT R91HE ANTQAIDN OF TiEAACINiECT.
S 0N9nt CTION STAIff -W 6 THE 111E5RONS RY OF TIE CONTNACW
AL 516NA6E. MM KAMMM M ARE TO EE N ACCORIMI E Wi W THE MOW 1111151011W
f 6 - Zr - YMA OF Mw TwM CONTROL DEVICES'. AM TO Ca"y VMN ALL Ndli w" C wry
35 36 37 3 4e0
I CON CURB 4 \ ( coNCT C JRB I I
X _ --- - /29 CUTTER TRAFFIC AND PUBLIC SAFETY
PLAN NO125 ON 9W AJ FM PUEUC SAFETY 10 WE
2PARKINg OVERHANG C : ' PROTECT EXISTING TREES (TYP.) / / ; / i / / / / 1 RMwSDEMMiLK9, sea anAIIVMMANDANI' OTHBt0FALESDAlM6FDDU1w6COFSTWC110N
SNAI.L M 1p RMCONSiW1C11oN COPDI110115 PRQJECi QA6EOUC
PROTECT EXI6TING NAGS EASEMENT
I \ - - - - - - - - - - - -- / / / / / // / j / / S MYwftwMawSPftvffKADK EP AV wow MAi mum WCOM OF
PLANTS TO R"N M..) I 5% +/- GRADE I E M ® EXISTING WHEELSTOPS TO REMAIN // COPL4TIUJLIHON WOK OR UPON COMPLVM OF THE PHA= WU BE rrE IVSFMSKN OF THE
I EXISTING 4-41E STRIPES EXISTING
EXISTING I ® 0 059WALK • EJIBr 9011TH 9IDl9 CF DNN6 (TYP - U.N.O.) \ / / /, / / / CONflMC1ORM0 MUSr OEAPPIIOVFD IW LOGAIAAAUTHORTTES
y j / / /, - -37 4 STI "RIDGE' DEFIN \ ® EXISTING LIGHT POLES / I // / ( // / /j / / // - _ AS HALT PATCH DAMAGED ASPHALT 4` PROTH3riPD P®FAPYMd ACCE56 A41W TIE CON9MJC110N 511E FM THNS PROJECT MUST EE PIAOV= W N THE
TED HC SYMBOLS (1YP- / 4 / // / /j / /// - T THICK WIRE REINF. 3000 PSI CONC. OVER AAVING TO D
BAST _ / / / // / // / \ 4" COMPACTED GRAVEL &ASE. SET TOP REMAIN S ALL 516NA6E TO IJE NIMI US ON THIS PigJ6CT SOU EE Nr ACCAWMa W N THE MOST H16CENr KWK OFFLUSHWEXISTINGACLNCENTSURFACES. MM WMC DEVICES MM AND TO COMPLY WTN VDOr 9GMi> &I 1 STIHIG E _
I , / MODIFY EXISTING CURB TO ALLOW TRUCKS w S THIS PRQJECr THMTAIE DAMA6®dY
TO DRIVE ONTO DUMPSTER PAD AT < ' ON51WGTgN AGINRES 5H1MJ. EE IIMIAGID M'N'Mat<iY UPbM COMPLETION OF WORK NI THi4 AAAr676160595B57565554535251504A48 \OJT CS
0 0 0 0 0 e
CIW#G OG M Sr MEffr AFRYOLK8
qF CANTRAGTORSOPTION - SAN -GUT 11 GRIND „ `
A EI9D ALL ilWWYICCOIEr1AUGTIONNAC EW5TNI6WV.KWlr5 GONINAG117R9HW1COOADNIATEGOPIS1WC110NSMOOTH +/ -13' LONG PORTION OF EXISTING c ,
s: - - - - - - - - - - - - - - - -- - - - - - - - - // v // / /
F
F ;. _tX WtM ALEB'MWF COINAY TO DE1lR EE COLGR MNIt'JMI. ETC. DUE DNJ6ENt 9WILL NEyW X OVERI4WG 1 / , / /, j CURB - OR REFUGE PORTION of EXISTING , • . , `
pa r I Ff TO K NEW 1110W TO DIM M r. IF CM45611:1111115111 CURBRoF--- -- - - / , / / % / / E GUTTER. (VDOT C5 -9A)rIPARK) PE5 Q -= — — — — — -- i 9 _
r j
RUEMENT ' EXISTING 1 — _— ; // // , / / / REMOVE EXISTING CONC. SLAB 8 OVER- , • * . .. ,az ±a b ,,:. TEMPORARY FACILITIES/UTILITIES
1 I LIGHTS \ \ - - - - - - - - - - - - - - - - - - - - - - - - / / I / / r\ EXCAAATE AS READ INSTALL T THICKICONC. RB I GUTTER - - - - - - - - - / I 3000 PSI COWWIREREINF. . 3GG-6 _
PAD ON 4”t CONTNACIOR WLL EE MOWED TO U110 NACiTIA PAVIR PROM TIE E1 11% aILDN16 W POWI \ (VDOT ) / LL M M M M M I M M M M - -- -- -- -- J 1 r \ COMPACTED 604SL BASE. . •, • t y i
Lr CHNNLINK FENCE TO MATCH EXISTING E EXISTING FENCE I / / / \ + + 4
1 1
GOP1911WCiION TOOLS FBD VFJrf AAPiAELE SlRMCE. COFlStlLT WHTH OWNet PORAU.011MDLE LOGITIONS
C0MR ET ENCLOSURE ENYJSSnER ,TEr. III / / / \ EXISTING CURB I; GUTTER TO REMAIN + • .: ' ,PR 4' GATES DETENTION BASIN.
EXISTING FLAGPOLES COF
G4TES AS SHOWN. R8N- I I I I I r \ 6 TALL CEDkR SLAT PR WY FENCE ' , • ' ,.
Of14111UGTI0N ACTIMTIS F8D valrrAA111 A6LE SERVICa< CON91JI7 wnH oan F+DRAU oAwELE I.orAioFl
SITE FENCING MATERIAL IF FEASIBLE -- F lEI -- - - I I I l GATE. SET POSTS TO THICKENED S 69M' =W= SHALL PR M T@1PORW DW0W WW AND 1MU 19 S FOR C IN ffXC11ON
CONCRETE SUB W' SIMP50N COLUMN
5 4078 33 W 25909 - - - - - - - - — - -
FBASECBQ44 -SD52. TAIL WOOD G4TEDE ( VER.)
GU.V.
STEEL FRAME. PROVIDE W5.5 THROW
A BOLT E 5.5 RETAINER IN;VtONC. SLAB.
ALL OTHER HA5WkRE TO BE GALVANIZED
CONTIIQGOU517'x17THICKENED SLOB ,
EDGE UNDER FENCE
PLANRDINGSITEA
Y
0 i • , / /
SCALE: 1" = 20' -011
z
M • '• {. , < ; •. '' ` ,/
t
o\
0 V 2' 3' 4' 8'
SCALE: 1/4" - 1'-0"
A ENLARGED TRASH ENCLOSURE PLAN 0 10' 2 30' 40
C2.01 c2.o SCALE: 1/4" = 1' -0" 2 SCALE: 1" - 20'
MITCHELL / MATTHEM
ARCHITECTS PLANNERS
Tel: 434.979. 7550 Pax : 434.979. 5220
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John F. Madam
Cert. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission of the Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
SITE LAYOUT
GRADING
PLAN
PROJECT -
DATE Aug, 5, 2008
DRAWN MB
CHECKED
REVIEWED -
C2.0
Im
L9
I I • r
I
4• DIA. M. PIPE FROMSS OTTHaU
f I
I
I I
I
1 I
I I
II
I
II
1 i1 + i i + M +
i
r
k t
f
r
FLUSH W NEW
J J J
v"
FINI
GRADE /
i
AREA OF REBUILT SIDE%ALK: 4" THICK CONCRETE IE WIRE MESH.
4" COMPICTEO GRAVEL BASE.
AREA OF REBUILT PAVEMENT: 1 la SMASA SURFACE COURSE. 3" BM.
25.0 BASE COURSE. 6 A66 B49E MATERIAL. COMPACTED
SUBGRADE.
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MITCHELL / MATTHEW'S
ARCHITECTS KANNEN
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MITCHELL / MATTHEW'S
ARCHITECTS KANNEN
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John F. Matthews
U rY
W. No. 6769
This drawin is the property of theBP Y
Architect and may not be repro-PI'o-
duced or Used without the express
permission ofthe Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
discrepanciesanydiscies to the Architect
ENLARGED
SITE LAYOUT
GRADING
PLAN
PROJECT -
DATE Aug 5, 2008
DRAWN MB
CHECKED -
REVIEWED -
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LANDSCAPE PLAN E
SCALE. 1" — 20' -0 `
GENERAL PLANTING NOTES
1. LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING
WORK.
2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANT MATERIALS IN SUFFICIENT QUANTITIES TO
COMPLETE THE PLANTINGS SHOWN ON ALL DRAWINGS.
3. PLANT MATERIALS TO BE GUARANTEED FOR ONE YEAR FROM PROJECT ACCEPTANCE BY OWNER. PLANT
MATERIALS THAT DO NOT FULFILL THE GUARANTEE PERIOD SHALL BE REPLACED
4. LANDSCAPE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL. QUANTITIES SHOWN ON PLAN WITH TOTALS
IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BID SUBMISSION.
5. LANDSCAPE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL WATERING, CARE AND UPKEEP OF PLANT
MATERIAL DURING CONSTRUCTION AND UNTIL APPROVAL AND ACCEPTANCE BY OWNER.
6. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND SHALL
MAINTAIN A CURRENT MISS UTILITY NUMBER AT THE WORK SITE THROUGHOUT THE WORK PERIOD NOTIFY
LANDSCAPE ARCHITECT IF ANY CONFLICTS OCCUR.
Z ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENDMENTS, PLANTING SUPPLIES AND
METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL. REJECTED MATERIAL SHALL BE
REMOVED FROM THE WORK SITE WITHOUT DELAY IN A LEGAL MANNER.
8 NO PLANT SHALL BE PUT INTO THE GROUND UNTIL ALL ROUGH GRADING HAS BEEN COMPLETED AND
APPROVED BY THE LANDSCAPE ARCHITECT.
9. ALL PLANTS SHALL BE BALLED AND WRAPPED OR G"NER GROWN AS SPECIFIED, BALLS SIZES TO
CONFORM WITH ANSI Z60.1 STANDARDS . NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT 15 ROOT
BOUND ALL SYNTHETIC OR PLASTIC ROOT WRAPPING MATERIAL SHALL BE REMOVED AT TIME OF PLANTING.
10. LANDSCAPE CONTRACTOR SHALL LAYOUT AND MARK LOCATIONS FOR PLANT MATERIALS PRIOR TO THEIR
INSTALLATION FOR VERIFICATON AND APPROVAL BY THE LANDSCAPE ARCHITECT.
11. ALL SELECTIVE THINNING AND PRUNING SHALL BE DONE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT.
12 LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING VEGETATION THAT
15 TO REMAIN FROM ANY DAMAGE DUE TO LANDSCAPE WORK.
13. ALL PLANTS SHALL BE INSTALLED PER ACCEPTED STANDARD PRACTICES.
14. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED
15. THE LANDSCAPE CONTRACTOR SHALL INCLUDE PROVISIONS FOR SEASONAL REQUIREMENTS AND OTHER
RESTRICTIONS RELATED TO THE TIME OF PLANTING.
16. ALL SUB57UTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT
FOR APPROVAL.
Tl. ALL PLANTING OPERATK)NS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN.
18. FIELD ADJUSTMENTS MAY BE NECESSARY DUE TO SITE CONDITIONS (I.E. ROOT BALL - UTILITY CONFLICTS).
NOTIFICATION OF SUCH CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT
TO BE RESOLVED BY THE LANDSCAPE ARCHITECT,
19. ROUGH GRADING AND FINE GRADING (DISTRIBUTION OF TOPSOIL) SHALL BE DONE BY LANDSCAPE
CONTRACTOR.
20. UPON SIGNIFICANT COMPLETION OF CONSTRUCTION, THE LANDSCAPE GONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT TO SCHEDULE A FINAL SITE INSPECTION.
21. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN
UNHEALTHY, UNSIGHTLY, OR LESS THAN VIGOROUS CONDITION, OR THAT DO NOT CONFORM TO ANSI Z60.1
STANDARDS.
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SCALE: 1" - 20'
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N 40 23 28 E 333.87
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35 1 36 1 37 1 38 1 39 1 40 1 41 1 42 1 43 1 44 1 45
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sh -- r - --- -_____ - - - --- - - - - - --L EXISTING FENCE —
5 40 28 33 W 259.09
awng trees to main
MITCHELL / MATTHEW'S
ARCHITECTS PLANNERS
Tel : 434.979.7550 Paz: 434. 979. 5220
TREES
BOUNKAMMMON N"QTY.SPACING CAL.SIZE CONDITION/QUALITY
L*ntroemio Indko "Natchez" / "NATCHEZ" CRAPEMYRTLE 2 AS SHOWN 1304 2"BB
Cards condenks / EASTERN REDBUD 3 A5 SHOWN 13C - 2"BB
Frmdnus arericano / WHITE ASH 2 AS SHOWN 3" - 31/7 BB
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N 40 23 28 E 333.87
19 1 18 1 Tl 1 16 1 15 1 14 1 13 1 12 1 11 1 10 1 9
35 1 36 1 37 1 38 1 39 1 40 1 41 1 42 1 43 1 44 1 45
29) Shamrock Holly (4) t I
3 — v*ng pbft to main I Burning Bush I
32
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sh -- r - --- -_____ - - - --- - - - - - --L EXISTING FENCE —
5 40 28 33 W 259.09
awng trees to main
MITCHELL / MATTHEW'S
ARCHITECTS PLANNERS
Tel : 434.979.7550 Paz: 434. 979. 5220
oax" O
V John F. Matthews
Cart. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission of the Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
LANDSCAPE
PLAN
PROJECT -
DATE Aug 5.2008
DRAM JIB
CHECKED -
REVIEWED -
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Cart. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission of the Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
LANDSCAPE
PLAN
PROJECT -
DATE Aug 5.2008
DRAM JIB
CHECKED -
REVIEWED -
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MITCHELL / MATTHEWS
ARCHITECTS PLANNERS
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STRUCTURE - FIELD VERIFY EXISTING
CONDITIONS
REMOVE PORTION OF EXISTING EIFS
To ALLOW FOR FLASHING
RERNR I[ PATCH EIFS AFTER FLASHING
RECEIVER IS INSTALLED
LOW PROFILE MANUFACTURED VENTED ROOF CAP
ICE I WWTER SHIELD MEMBRANE
CLEAT
STANDING SEAM METAL ROOFING PANEL
STANDING SEAM BEYOND STANDING SEAM W RAPIEL CLIPS E "'
PER MANUFAGTUREttS
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FLASHING
INSTALL BOOT PER
STANDING SEAM METAL ROOF
OVER EXISTING ROOF STRUCTURE
HORIZONTAL FLASHING SEAM TO
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SCALE: 1 1/2" - 1'-0"
0 1' 2 4' 8' 16'
SCALE: 1/8"
1. DO NOT SCALE THESE DRAWINGS.
2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ALL ARCHITECTURAL
GENERAL NOTES WITH THE GENERAL NOTES RELATED TO SITE WORK AND STRUCTURAL AS WELL A5
MECHANICAL, PLUMBING, AND ELECTRICAL DESIGN -BUILD REQUIREMENTS.
3. SUBCONTRACTORS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF MECHANICAL, PLUMBING
AND ELECTRICAL SYSTEMS TO CAREFULLY STUDY ARCHITECTURAL, STRUCTURAL AND CIVIL
DOCUMENTS TO ENSURE NO CHANGES TO THE PROPOSED DESIGN INCLUDING BUT NOT LIMITED TO
MAINTAINING THE FOLLOWING: THE INTEGRITY OF U.L. LISTED FIRE -RATED FLR.6I.6. ASSEMBLY AND
WALL ASSEMBLIES.
4.. ANY PENETRATIONS OF RATED CONSTRUCTION TO BE FIRE - STOPPED W U.L. APPROVED FIRE- STOPPING
MATERIAL AS REQUIRED BY CODE.
5. ROOF DETAILS SHOWN ARE NOT SPECIFIC TO ANY ROOF MANUFACTURER. CONFIRM DETAILS OF
ROOFING SUPPLIER CHOSEN WITH ARCHITECT DURING SUBMISSION OF SHOP DRAWINGS. THE INTENT
OF ALL DETAILS SHOWN ON THESE PLANS MUST BE ADHERED TO - CUSTOM WORK MAY BE REQUIRED.
6. THE ROOFING CONTRACTOR SHALL BE REQUIRED TO INSTALL FLASHING TO WALL SHEATHING (UNDER
SYNTHETIC STUCCO SYSTEM). THIS WILL REQUIRE THE ROOFING CONTRACTOR TO BE ON SITE DURING 2
SEPERATE PHASES OF CONSTRUCTION. ONCE TO INSTALL METAL RECEIVER FLASHING TO WALL
SHEATHING - AND LATER TO INSTALL FLASHING 11 ROOFING (AFTER SYNTHETIC STUCCO WORK 15
COMPLETE).
7. PROVIDE METAL DRIP EDGE AT dj, ROOF EDGES - AT BOTH RAKE SLOPE EDGES ANDE EAVE EDGES.
8. ALL ROOF FLASHING CONDITIONS INCLUDING VALLEYS, EAVES, SIDEWALL CONDITIONS AND ALL TYPES
OF ROOF PENETRATIONS TO INCORPORATE HIGH- TEMPERATURE ICE AND WATER SHIELD AS AN
INTEGRAL COMPONENT OF THE REQUIRED WATER PROOFING SYSTEM TO ENSURE THAT WATERPROOF
INTEGRITY OF THE ENTIRE ROOF SYSTEM IS MAINTAINED INSTALL ICE AND WATER SHIELD PER
MANUFACTURER'S RECOMMENDATIONS.
Z9. PROVIDE HIGH - TEMPERATURE ICE AND WATER SHIELD AT THE FOLLOWING LOCATIONS:
A. VALLEYS: 18" ON EACH SIDE OF ALL VALLEYS.
Z B. EAVES: 24" ALONG ENTIRE EA/E.
G. SIDEWALL CONDITIONS: 18" ON ROOF FROM FACE OF WALL I: 6" MIN. UP WALL.
a D ROOF PENETRATIONS: 18" AROUND ALL SIDES OF PENETRATIONS.
Q+ E. RIDGES: 18" ON EACH SIDE OF RIDGE.
w
Q 10. ALL RAIN WATER LEADERS TO BE EXTENDED BELOW GRADE AND CONNECTED TO STORM WATER
o MANAGEMENT SYSTEMS. PROVIDE COLOR COORDINATED ACCESSORIES, TRANSITIONS I
ATTACHMENTS AS REM FOR A COMPLETE PRODUCT.
11. PROTECT EXISTING RAIN WATER LEADERS AND GUTTERS THAT ARE TO REMAIN. REPAIR ANY DAMAGES
f CAUSED BY CONSTRUCTION AND DEMOLITION ACTIVITIES. REPAIR DAMAGES AT NO EXTRA COST TO
W OWNER. REPAIRS SHALL. BE TO THE SATISFACTION OF THE OWNER.
W12. ALL ROOF PENETRATIONS (VENTS, VENT STACKS, ETC.) OR ROOF MOUNTED COMPONENTS TO BEWRAPPEDINPRE - FINISHED ALUMINUM BREAK METAL, OR EQUAL, IN A COLOR TO MATCH THE ROOF.
PROVIDE SAMPLES FOR ARCHITECTS APPROVAL. COORDINATE WITH PLUMBING CONTRACTOR AND ALL
OTHER SUBCONTRACTORS RESPONSIBLE FOR ROOF PENETRATIONS OR ROOF MOUNTED COMPONENTS.
p,LTH O
o P.-
p' John F. Matthews S
U
Cent. No. 6769
This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission ofthe Architect.
The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
ROOF PLAN
PROJECT -
DATE Aug. 5, 2008
DRAWN MB
CHECKED -
REVIEWED -
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CALCULATED FOOTGANDLES 0 GROUNDLEVEL THE CALCULATED LIGHT LEVELS ACCOUNT FOR ONLY NEW LIGHTS
A550GIATED WITH THE NEW ENTRY CANOPY. LIGHT LEVELS FROM
EXISTING 51TE LIGHTING 15 NOT INCLUDED
THE SPECIFIED CANOPY LUMINAIRE (LUCIFER DL4X)15 FULL CUTOFF
DARK SKIES COMPLIANT. THE FIXTURE 15 FULLY RECESSED IN THE
LIGHT FIXTURE 0 GLG. ABOVE CANOPY CEILING, ELIMINATING ANY P0551BLE UP LIGHTING.
O
W SYMBOL: A-1 LABEL: A QUANTITY 8 TRIM COLOR: MATTE WHITE
D CATALOG No: LUCIFER DL4X, 4" DIA. RECE55ED DOWNLIGHT WITH INTEGRAL TRANSFORMER
QDESCRIPTION: STEEL HOUSING WITH ALUMINUM STIPPLED REFLECTOR f OPEN BOTTOM
x LAMP: ONE SU 39 WATT FAR 16 CMH (QUARTZ HALOGEN) LAMP
FILE: DLAX_39w_60.IE5 LUMENS: fil LLF:1.00 WATTS: 42
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DL4XM se Fixed Deep Cone Modified
RECESSED DOWNLIGHT
PRODUCT SPECIFICATION
Cat. No. Finish
DL4XMW -*Matte White
DL4XMB *Matte Black
DL4XMC -*Polished Chrome
DL4XMG -*Polished Brass
Specify SR (strippled reflector); CR (clear reflector); BA (black olzak reflector)
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94mm
040"
3.13 " -80mm 1 M
4.92' -125mm —-
DL4XM MODIFIEDTRIM
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GENERAL DESCRIPTION ACCESSORIES
This Lucifer recessed downlight is a fixed low voltage fixture which is modified from the Trim may be accessorized with Honeycomb Louvre (HCL -2), Frosted Glass Lens (FGL -2),
standard unit (oL4X) to have a flush trim plate with no return and slightly smaller Spread Glass Lens (SGL -2), Linear Spread Glass Lens (LSL -2), and Ultra Violet Glass Lens 2 CANOPY REFLECTED CEILING PLANoutside &mew. This trim is for use in straight and true ceding conditions which require (UVL -2).
fine finish out. When these concitions are met, the trim profile is almost invisible against
the ceiling plane, Round aperture with deeply recessed lamp in aluminum reflector. Uses a LABEL ' SCALE: 1/4 = 1 -O
quartz halogen lamp for superior color rendition and beam control. Clear glass lens is U.L. listed trim and housings for dry and damp locations. File No. E 115025, z
supplied with fixture.
ELECTRICAL
MOUNTING Trim is pre-wired for use in housing assembly.
Use with DHTIP housing and remote transformer (50w maximum) for non- insulated,
accessible ceilings only. DHT /P housing includes 5 foot conduit with leads and pre -wired TRANSFORMER
mating connectors for quick trim connection. Use with DHX- I housing with integral DHX -1, DHI, DHC, and DHM housings are supplied with an integral 120v or 277v
magnetic or electronic transformer, 120v primary, 12v secondary (75w maximum) or primary, 12v secondary magnetic transformer. DHX- I can also be supplied with an
integral magnetic transformer 277v primary, 12v secondary (50w maximum). The DHX- I integral 120v primary, 12v secondary electronic transformer. DHT /P housing is powered
is for use with non - insulated, accessible or non - accessible ceilings. Distinguishing by remote transformer sized to load (order separately). All transformers are fully
characteristic of DHX- I housing is shallow construction, under 4 inches in depth, U.L. dimmable,
listed for through branch circuit wiring. Use with DHI housing with integral magnetic
transformer (50w maximum) for insulated, accessible or non- accessible ceilings. Use with LAMP
DHM housing with integral magnetic transformer (50w maximum) for non - insulated 12v MR -16 halogen lamp (order separately). Specify lamp beam spread. See Mounting
remodel and existing construction. DHC City of Chicago listed plenum housing with section for maximum lamp wattage per housing.
integral magnetic transformer (50w maximum) not shown, but available. Hanging bars and
brackets are Included for all housings. ENERGY CONSERVATION
Manufacturer recommends use of Osram Sylvania's energy saving 37w Tru -Aim` IR
MATERIAL halogen lamps which convert more energy into light than conventional MR -16 lamps,
Trim 5 constructed of steel. Fixture housings are riveted aluminum or spot welded steel. Tru -Aim' IR halogen lamps can be ordered from Lucifer Lighting for use inin fixture. See
luciferiighting.com for lamp specification guide. ` nn
WARRANTY 41 GO J
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Manufacturers one year warranty of product is conditioned on use of manufacturer ;
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Ljc *4T YVO Y supplied transformers. `
414 Live Oak Street m2004 Lucifer Lighting Company
San Antonio, Texas 78202 As part of its policy of continuous research and product development, the
Phone 210 227 -7329 Company reserves the right to change or withdraw specifications without
FAX 210 227 -4967 prior notice.
www.Iuciferlighting.com 0936-1004
0 1' 2' 3' 4' 8' 16'
SCALE: 1/8" - 1'-0"
0 1' 2' 3' 4' 8'
SCALE: 1/4" - 1'-0"
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Al .3 SCALE: 1/8"1111 1 Z
MITCHELL / MATTHEM
ARCHITECTS PLMNL"RS
Tel: 434.979.7550 Fax: 434.979. 5220
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Architect and may not be repro-
duced or used without the express
permission of the Architect.
e The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
REFLECTED
CEILING PLAN &
PHOTOMETRICS
PROJECT _
DATE Aug 5. 2008
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REVIEWED
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e This drawing is the property of the
Architect and may not be repro-
duced or used without the express
permission of the Architect.
e The contractor is responsible for
checking and verifying all levels
and dimensions and shall report
any discrepancies to the Architect
REFLECTED
CEILING PLAN &
PHOTOMETRICS
PROJECT _
DATE Aug 5. 2008
DRAWN MB
CHECKED _
REVIEWED
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