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HomeMy WebLinkAboutSDP200600050 Plan - Approved 2007-02-16WATER: NEW MAIN AND LATERAL PER SITE PLAN FIRE HYDRANT: NEW ON-SITE PER SITE PLAN SANITARY SEWERAGE: NEW LATERAL AND MAIN PER SITE PLAN REFUSE: SCREENED DUMPSTER PERIMETER FRONT BUILD -TO LINE: 0 FT. - 20 FT. FOR AT LEAST 50% OF BUILDING FRONT SETBACKS: MINIMUM SIDE YARD = 3 FT. (61% OF BUILDING FRONT IS WITHIN BUILD -TO LINE) MINIMUM REAR YARD = 3 FT. EASEMENTS: WATER, STORMWATER, SIGHT DISTANCE, GRADING, SANITARY EASEMENTS ARE REQUIRED. LIGHTING: LIGHTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN SUBMISSION. NO PROPOSED LIGHTING WILL BE EQUIPPED WITH A LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF G) FOOT CANDLE. CRITICAL ANY CRITICAL SLOPES THAT OCCUR ARE DUE TO ADJACENT ROAD SLOPE: CONSTRUCTION AND DO NOT OCCUR NATURALLY. STORM WATER: STORM WATER DETENTION & WATER QUALITY TREATMENT IS HANDLED BY THE EXISTING REGIONAL STORMWATER DETENTION BASIN LOCATED ON THE ADJACENT PARCEL, RECREATION SOME RECREATIONAL AREA TO BE PROVIDED ON SITE (RESIDENTIAL AREA: BALCONIES, PLAZA AREAS). A COOPERATIVE AGREEMENT WILL BE ENTERED INTO WITH THE ADJACENT PROPERTY OWNERS WHICH WILL PROVIDE ACCESS TO THE POCKET PARK AND GREENWAY RECREATIONAL AMENITIES. GENERAL CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMif. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL METHODS SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). WATER AND SEWER CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. PROVIDE BACKFLOW PREVENTER ON DOMESTIC WATER SERVICE LINE IN BUILDING. ABINGTON PLACE OFFICES & CONDOMINIUMS TRIBAL PROPERTIES LLC HOLLYMEAD TOWN CENTER - AREA D RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA �o A/RPORr RD o0 o IT ROFITT RD HOLLYMEAD TOWN CENTER FOREST LAKES VICINITY MAP NO SCALE AREA D, BLOCK VII � / AREA C O TIM8ERWOOD 0�--- B1VD FARA C r CONTEXT MAP NO SCALE iLWe*v , d, Z " 4 27 PLANN (CURRENT DEVELOPMENT) 3l J � Zoa ENG&01INEER (CURRENT DEVEL ENT) LD, 1 L /l1.....nnAW-F 7,1 1..A 7 VZOT /�m 4--� zllla-7 ALBEMARLE COUNTY SERVICE AUTHORITY BUILDING OFFICIAL InNnr� &Yin Aef 2-1-07 FIRE AND RESCUE DIVISION PROPOSED NMD - NEIGHBORHOOD MODEL DEVELOPMENT DEVELOPMENT: OFFICES & RESIDENTIAL CONDOMINIUMS LAVATORIES: CODE OF DEVELOPMENT, ABINGTON PLACE AT HOLLYMEAD TOWN CENTER TANK TOILETS: ZMA# 02-02 LOCATION: AT THE CORNER OF TIMBERWOOD BLVD, DEERWOOD RD WASHERS AND RIVANNA WAY IN THE RIO MAGISTERIAL DISTRICT, PRELIMINARY SITE PLAN ALBEMARLE COUNTY, VIRGINIA CURRENT TRIBAL PROPERTIES LLC OWNER/ 300 HICKMAN ROAD, SUITE 303 DEVELOPER: CHARLOTTESVILLE, VA 22911 CONTACT: GREG BALDWIN 979-5933 PREPARED BY: CLARK GATHRIGHT PLAZA AND ENTRANCE DETAILS DAGGETT & GRIGG ARCHITECTS C-2.1 100 10TH ST. NE 10 CHARLOTTESVILLE, VIRGINIA 22902 SITE DATA: RESIDUE OF TMP 32-46 ZONING: NMD TOPOGRAPHY & RIVANNA ENGINEERING & SURVEYING SURVEY: 1350 STONY POINT RD. CHARLOTTESVILLE, VA 22911 BENCHMARK: USGS ELEV: 561.97 - NAIL ON SOUTH SIDE OF DEERWOOD DRIVE EXISTING THE SITE HAS BEEN EXTENSIVELY. GRADED AS PART OF THE CONDITIONS: MASS GRADING PLAN FOR THE OVERALL SITE DEVELOPMENT WORK AT HOLLYMEAD TOWN CENTER. NO NATURALLY OCCURING TOPOGRAPHY OR STRUCTURES CURRENTLY EXIST ON SITE. SQ. FT. ACRES PROPOSED BUILDING: 23,276 0.53 25.3% MAXIMUM LAND USE: PAVEMENT: 32,349 0.74 35.2% IMP. AREA: SIDEWALK: 7,481 0.17 8.1% 1.47 AC. (69.6%) OPEN: 28,836 0.67 31.4% TOTAL SITE AREA- 91,942 2.11 NOTE: SITE AREAS BASED ON REVISIONS TO BOUNDARY AS SHOWN IN PLANS PROPOSED GROUND FLOOR B - OFFICES 23,073 GROSS S.F. BUILDING: 18,458 NET S.F. (80% NET TO GROSS) FLOOR 2 & 3 F-2 - RESIDENTIAL 23,073 GROSS S.F. PER FLOOR 27 UNITS/AC. 56 RESIDENTIAL UNITS (70 UNITS ALLOWED) 69,219 S.F. TOTAL BUILDING AREA OCCUPANCY: BUSINESS - 230 OCCUPANTS (BASED ON 1 OCCUPANT PER 100 GROSS S.F.) RESIDENTIAL - 230 OCCUPANTS (BASED ON 1 OCCUPANT PER 200 GROSS S.F.) TOTAL OCCUPANCY = 460 BUILDING 40' AND 3 STOP,itS AT STREET SIDE ELEVATION HEIGHT: PARKING: TOTAL SPACES RE1.:' 1,jI7ED: 132 OFFICES: ` @ 1/200 NET= 18,884 GSF x 80%/200 = 76 SPACES RESIDENTIAL 1 SPACE PER STUDIO APT. - 56 UNITS x 1 = 56 SPACES A 25% SHARED PARKING REDUCTION SHALL APPLY AS FOLLOWS: 76 OFFICE SPACES X 0.75 = 57 SPACES 'a6 RESIDENTIAL SPACES X 0.75 = 42 SPACES TOTAL REQUIRED: 99 SPACES TOTAL SPACES PROVIDED: 100 SPACES ON-SITE PARKING: 91 SPACES (4 HC SPACES PROVIDED) ON -STREET PARKING: 9 SPACES ON LOCKWOOD DRIVE LOADING SPACES: 1/8,000 SF PLUS 1/20,000 SF ADDITIONAL = 2 LOADING SPACES THE SITE IS WITHIN THE AIRPORT IMPACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WITHIN A DEVELOPMENT AREA. THE PARCEL DOES NOT LIE WITHIN AN 100 YR. FLOOD PLAIN. RECREATION: AREA D POCKET PARK, GREENWAY FIXTURE COUNT 56 APARTMIENTS 1 KITCHEN SINKS: 56 LAVATORIES: 56 TANK TOILETS: 56 SHOWERS 56 WASHERS 56 COMMERCIAL AREA ** KITCHEN SINKS: 4 LAVATORIES: 6 FV URINALS: 4 FV TOILETS: 6 HOSE BIBBS: 6 ** - ESTIMATED NUMBER OF PROPOSED FIXTURES. FINAL COUNT WILL BE DETERMINED UPON DEVELOPMENT OF PLANS FOR FUTURE TENANTS. DRAWING INDEX 1 C-1.0 TITLE SHEET 2 C-1.1 EXISTING SITE PLAN 3 C-1.1 C EXISTING SITE PLAN - CURRENT CONDITIONS 4 C-1.2 PRELIMINARY SITE PLAN 5 C-1.3 UTILITIES PLAN 6 C-1.4 SITE PLAN & DETAILS 7 C-1.5 PLAZA AND ENTRANCE DETAILS 8 C-1.6 PLAZA AND ENTRANCE DETAILS 9 C-2.1 SITE AND UTILITY PROFILES 10 L-1.0 LANDSCAPE PLAN 11 L-1.1 PHOTOMETRIC PLAN ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 OB. CLARK G�THR) GHT No. X X Jz* 2 -°I -t SSIONAL V) Z .v 0) Z o Q �- O J W � a -w c: Z •� � w � o L W 0 F- = 0"' F - Z C: L2 0 •_ U � 0 �LQ L O 8 - COUNTY COMMENTS 7 - VDOT COMMENTS 6 - COUNTY COMMENTS 5 - ACSA COMMENTS 4 2 1 REVISION NO.: 01-29-07 09-26-06 08-02-06 07-27-06 05-03-06 03-21-06 12-12-06 10-31-05 DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 1 OF 11 C-1. 0 rl DAG G ETT & GRIGG ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 H OF OB. CLARK GATHRIGHT No. 036305 a ONAL 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 2 OF 11 C-1.1 No so SEEMS DAG G ETT & GRIGG ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 3 OF 11 C-1 91c i• �• I r'Jid POCKET PARK j Ld t L �l ,r "_-�� _ •. __—__. _:�. �-""�-'" I to ABINGTON CONCRETE STEPS & CHEEKWALLS W/ METAL HANDRAILS SI ' ISTA SEM � sro 7rl--�SITE PLAN V7, 1 _i SCALE: 1" = 20' r LANE STRIPING LEGEND TW — TOP OF WALL BW — BOTTOM OF WALL TC — TOP OF CURB BC — BOTTOM OF CURB DI — DROP INLET ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 ��p►LTH pF OB. CLARK GATHRIGHTa No. 036305 o� �SSIONAL 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: `r 1� / � f CONCRETE STEPS & CHEEKWALLS W/ METAL HANDRAILS SI ' ISTA SEM � sro 7rl--�SITE PLAN V7, 1 _i SCALE: 1" = 20' r LANE STRIPING LEGEND TW — TOP OF WALL BW — BOTTOM OF WALL TC — TOP OF CURB BC — BOTTOM OF CURB DI — DROP INLET ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 ��p►LTH pF OB. CLARK GATHRIGHTa No. 036305 o� �SSIONAL 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 4 OF 11 C- 1.2 MATCH LINE — DETAIL — SHEET C-1.4 \ CURB DI ---- TOP: 576.55 INV OUT: 571.90 INV IN: 572.00 /1 T, N INV r I TOF i j I INV IN ii NV OU, TOP: 588.10 INV IN: 580.83 INV OUT: 578.63 mr1 I UTILITIES PLAN SCALE: 1" = 20' /I ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 TH OF p OB. CLARK GATHRIGHT No. 036305 4 ONAL Z Q J V) ZD 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 5 OF 11 C- 1 • 3 RIGHT-OF-WAY PATCH: 8" VDOT #21A BASE 4" CONCRETE SIDEWALK 3" VDOT SM -9.5A W/ WWF REINFORCEMENT VDOT CG -2 (OR CG -6) CURB 2� & BROOM FINISH SEE PLAN FOR LOCATIONS CONCRETE SIDEWALKS: 1/4- PER FT. SLOPE 4" VDOT #21A BASE4" 3,000 PSI CONCRETE 6. " 2" VDOT SM -9.5A PARKING LOT VDOT CLASS Al RIPRAP // // // //` ;, 5 8 /\/\/\/\l \\/ \\�� \, \j . \, �, FILTER CLOTH//\`•- 6" VDOT 21A \�: .f \ SCOMPACTED UB GRADE 4" VDOT #21A �\ /\� �� �� �\ �\ /. OUTFALL SWALE DETAIL 2 TYP. SIDEWALK & PAVEMENT DETAIL SCALE: NONE C -j ,4 SCALE: NONE 9 -6 pp 40 PAIR OF HINGED PTD 4'-6y2" 4'-6y2" CAST STONE CAP GALVANIZED STEEL GATES 04 TO MATCH BUILDING (COLOR TO BE SELECTED MATERIAL BY ARCHITECT) 2 2" 2'-2" 2'-2" 2'-2" An An 7'-0" MIN. ABOVE GRADE RICK VENEER TO- BARS _ _ -___ MATCH BUILDING BRICK - 6'-0 O.C. 6'-0" 0. C. (OPEN BETWEEN) ALIGN BARS WITH VERTICAL METAL =__ -- - - .--:-. ---- 4" CONCRETE SLAB SIDING - - --- -- ON=_�-_ ------ 4" #21A CRUSHED"CMU WALL W/ 1" X 1" BARS = __- -_ -- STONE ----- - ------ - PAINTED TUBULAR STEEL 40 EQ. EQ. 6 - COUNTY COMMENTS 08-02-06 RAILING (COLOR TO BE 4" MAX TYP. 4 SELECTED BY ARCHITECT) 3 03-21-06 00, HORIZONTAL JOINT =_ REINFORCEMENT - . �r GRADE 1j" X 1 i" BARS _:___ ---__ _--- 0 LLI ONTINUOUS CONC. ____- -if _-� O FOOTING N L 1 I 1 X 1 BRACING I I l0X" BARS LSOLID METAL SIDING L--------- 2"0 2j" X 2j" TUBING TYPICAL GUARDRAIL ELEVATION 3 DUMPSTER SCREEN DETAIL 4 DUMPSTER GATE ELEVATION s C-1.4 SCALE: NONE SCALE: NONE -1 ,4 SCALE: NONE Li Li ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 �p,I,TH OF t - O B. CLARK GATHRIGHT �- O No. 036305 a , �6210NAL � 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 6 OF 11 C. 1 4 • at? 2-/6 07 KEY NOTES: 0 4" STAMPED CONCRETE w/ INTEGRAL COLOR ON 4" GRANULAR BASE, PATTERN TO BE CLAY TILE — STACKED BOND PATTERN, 12" GRID SIZE, "LITHOTEX PAVECRAFTERS" BY SCOFIELD. COLOR TO BE SELECTED BY ARCHITECT. [note: slab width varies above basement area — see structural drawings] 0 CMU WALL W/ BRICK VENEER EACH SIDE — SEE DETAIL 3/C-1.5 0 4" CONC. SLAB ON 4" GRANULAR BASE [4 CONC. STAIR W/ INTEGRAL COLOR TO MATCH PAVERS — COORDINATE W/ ARCHITECT 50 PAINTED STEEL GUARD RAIL @ 3'-6" ABOVE ADJACENT SIDEWALK / GRADE — CORE—DRILL INTO TOP OF WALL/SLAB (SEE DETAIL 6/C-1.4 FOR GUARDRAIL ELEVATION) © 1Y4"0 GALVANIZED+PAINTED STEEL PIPE HANDRAIL PER IBC F7 %" PREMOLDED EXPANSION JOINT ® BRICK WALL, TO MATCH BUILDING MATERIAL 9� STAGGERED BRICK ROWLOCK CAP 10 8" CMU WALL 11 4" CMU 12 CONTINUOUS CONCRETE FOOTING — BELOW FROST DEPTH 13 #4 BARS @ 32" O.C. 14 GRADE/SIDEWALK ELEV VARIES — ENSURE THAT BRICK VENEER CONTINUES DOWN PAST GRADE/SIDEWALK LEVEL 15 WALL STEPS DOWN t l'-6" AT THIS LOCATION — OMIT GUARDRAIL @ LOWER WALL 16 3 #5 BARS CONTINUOUS 17 RISER HEIGHT VARIES (MAXIMUM 7") 18 HANDRAIL HEIGHT 36" FROM STAIR NOSING TO TOP OF TUBE, TYPICAL 74 SOUTH PLAZA & ENTRANCE DETAIL SCALE: 1/8" = 1'-0" F_ — 9 F 777 3 SITE WALL DETAIL @ SOUTH PATIO C-1.5 SCALE: 3/4" = 1'-0" _..arddlopw 1_r==1'I= 4_'�\' STAIR DETAIL @ EAST ENTRANCE 1.5 SCALE: 3/4" = 1'-0" M �Ir�lrr,�,�rrlru M � NORTH PLAZA & ENTRANCE DETAIL SCALE: 1/8" = 1'-0" ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 p,LTH OF O B. CLARK GATHRIGHT O No. 036305 ONAL 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 7 OF 11 C- 1.5 017,f-16-67 KEY NOTES: 0 4" STAMPED CONCRETE w/ INTEGRAL COLOR ON 4" GRANULAR BASE, PATTERN TO BE CLAY TILE — STACKED BOND PATTERN, 12" GRID SIZE, "LITHOTEX PAVECRAFTERS" BY SCOFIELD. COLOR TO BE SELECTED BY ARCHITECT. [note: slab thickness varies above basement area — see structural drawings] CMU WALL W/ BRICK VENEER EACH SIDE — SEE DETAIL 3/C-1.5 3� 4" CONC. SLAB ON 4" GRANULAR BASE ❑4 CONC. STAIR W/ INTEGRAL COLOR TO MATCH PAVERS — COORDINATE W/ ARCHITECT F5 PAINTED STEEL GUARD RAIL © 3'-6" ABOVE ADJACENT SIDEWALK / GRADE / STAIR — CORE—DRILL INTO TOP OF WALL/SLAB © 1Y4"O GALVANIZED+PAINTED STEEL PIPE HANDRAIL PER IBC F7 3/8" PREMOLDED EXPANSION JOINT ® STAGGERED BRICK ROWLOCK CAP qC] BOLLARD—TYPE LIGHT FIXTURE — SEE LIGHTING PLAN 10 GRADE/SIDEWALK ELEV VARIES —CARRY VENEER DOWN TO ENSURE THAT NO CMU IS EXPOSED 2", SECTION @SOUTHEAST ENTRANCE STAIR C-1.6% SCALE: 1/2" = 1'-0" F__ "-III-III-1 I I I � I I I I i UTH EAST STAIR 3`SECTION Q SO C-1.6/ SCALE: 1/2" = 1'-0" SITE PLAN C-11 ,6 SCALE: 1" = 20' ARCHITECTS PC 100 10TH STREET, N E CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 �pAITH op_17j OB. CLARK GATHRIGHT, No. 036305 4 O� �'SaNNAL 8 - COUNTY COMMENTS C1-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-0 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 8 OF 11 C-1 • 6 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 TH OF � OB. CLARK GATHRIGHT U No. 036305 a O� els—INNAL 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 9 OF 1 1 C-2*1 KA�Mo LANDSCAPING SCHEDULE TOTAL CANOPY: 13,173 S.F. (14.3% OF PHASE II AREA) PLANTING SIZE QUANTITY NOTES SYMBOL PLANTING SIZE QUANTITY 10 YEAR COVERAGE EXISTING x1.25 TOTAL COVERAGE TYPE NOTES C W ujw 6 ACER RUBRUM "RED SUNSET" RED MAPLE AR 2.5-3" C 3 397 CH 1,191 LARGE SHADE - LM 1 PT. 1,177 2,649 S.F. ® 18" O.C. CS 1'-1.5' 36 - QUERCUS PHELLOS QP 2.5-3" C 7 370 2,590 LARGE SHADE WILLOW OAK CRATAEGUS VIRIDIS "WINTER KING" HAWTHORN CV 60-8' 18 184 3,312 SMALL TREE CERCIS CANADENSIS "FOREST PANSY" REDBUD CC 61-8- 6 124 620 ORNAMENTAL KOELREUTERIA PANICULATAORNAMENTAL/ GOLDENRAINTREE KP 6'-8' 16 380 6,080 STREET TREE LAGERSTROEMIA INDICA "NATCHEZ" "NATCHEZ" CRAPEMYRTLE LG 6,_71 6 _ _ ORNAMENTAL LANDSCAPE PLAN SCALE: I"= 20' w w 0 o ABELIA GRANDIFLORA Z GLOSSY ABELIA =o PRUNUS LAUROCERASUS "SCHIPKAENSIS" \ JUNIPERUS VIRGINIANA D "HILLSPIRE" I JUNIPERUS CHINENSIS V) SARGENT JUNIPER COTONEASTER HORIZONTALIS COTONEASTER MAJESTIC LIRIOPE LIRIOPE MUSCARI 'MAJESTIC' COTONEASTER SALICIFOLIUS "REPANDENS" COTONEASTER SYMBOL I PLANTING SIZE QUANTITY NOTES AG 1.5'-2.5' 73 1 TREE PER 40' OF PL 1.5'-2.5' 20 - C 4'-5' 6 - C 15"-18" 108 - CH 1'-1.5' 36 - LM 1 PT. 1,177 2,649 S.F. ® 18" O.C. CS 1'-1.5' 36 - LANDSCAPING REQUIREMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 REQUIRED 08-02-06 PROVIDED 1 TREE PER 40' OF FRONTAGE 14 TREES (GATHERING PL. & DEERWOOD ONLY) 2 568'/1 TREE PER 40' = 14 TREES 10-31-05 PARKING AREA: DATE: 5% x 32,171 SF = 1,609 SF 2,166 SF 1 TREE/10 SPACES x 91 SPACE =9 TREES 10 TREES CANOPY 10% OF 64,225 SF = 6,423 SF 7,189 SF NOTES: 1. ALL GRADED AREAS ARE TO BE PLANTED IN SOD UNLESS OTHERWISE NOTED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE SHRUB. 3. CONSERVATION CHECKLIST — NO EXISTING TREES ON SITE. '�--STREET 'TREES PER _ --APPROVED ROAD PLANS f z_ I I � I I i r � l f r t ' r' r i ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 STH of OB. CLARK GATHRIGHT U No. 036305 a O �&SIONAL • 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACSA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 10 OF 11 L-1.0 6'&Z-1607 L + 0+0 �- +0.0 +0.0 ` + -�+ 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + + + +0.0 +0.0 +0.0 +0.0 +0.0 + / + + +0.0 0.0 0.0 + 0.0 0.0 + + 0.0 0.0 / + 0.0 +0. +0. + + +0.0-- �D �0. = 0.0 +0.0 +0.0 +0.0 + + + 0.0 0.0 0.0 +0.0 +0.0 +0.0 + + + / / /.0 0.0 +0.0 +0.0 +0.0 +0.0 + I o.o o.o +o.o +o.0-'�.o�+ + + _ _ o.o o.o o.o +0.0 +0.0 +0.0 +Q + + °;° o o- + .o + n n+ o.o n n 0. 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TO BOTTOM OF FIXTURE, TYP. +0.0 ® .0 +0.0 +0.0 t('.0 + .5 0.4 0.3 0.3 +0.2 + + 0.5 0.3 +0 0.0 0. p. + +0 + 0 Q. Q 5 + .4 .3 0.2 +0.2 + + + 0 2 +0.2 +0.2 +o. +�.+o + /��� / fA L/THON/A L/G/r-tT/NG® 0. O.p 0.1 0.1 0.1 +0. +0 1 + + \ 1 0.1 +0.1 +o ,�` FEATURES & SPECIFICATIONS Catalog Number KAD 175M SR4SC Notes Type 0516 S1.1 0.1 + 0•1 / INTENDED USE - Ideal for parking areas, street lighting, walkways and car lots. + + / / CONSTRUCTION - Rugged, die-cast, soft corner aluminum housing with ® Soft Square Cutoff Lighting / 0.12" nominal wall thickness. Extruded 4" soft corner arm for pole or wall • • mounting is standard. Die-cast door frame has impact-resi>tant, tempered, KAD glass lens that is fully gasketed with one-piece tubular silicone. j FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. METAL HALIDE I / / OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full 100W, 150W, 175W, 200W, ii l ,f 91 LOCKWOODRIVE � t PHOTOMETRIC PLAN cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw) 01-29-07 h 250W, 320W, 350W, 400W 6 - COUNTY COMMENTS and RSS (square). High-performance anodized, segmented aluminum 5 - ACOA COMMENTS 07-27-06 20' to 35' Mounting 05-03-06 reflectors IES full cutoff distributions SR2 (asymmetric), SR< (asymmetric) 03-21-06 2 12-12-06 1 and SR4SC (forward throw, sharp cutoff). Segmented reflectors attach with REVISION NO.: ; PROJECT NO.: DATE: tool -less fasteners and are rotatable and interchangable. 06.29.06 ELECTRICAL SYSTEM - High reactance, high power facto- ballast for 100W/150W. Constant -wattage autotransformer for 175-400W. Super CWA Pulse Start ballast required for 200W, 320W and 350W (must order SCWA option). Ballast is copper -wound and 100% factory -tested. Porcelain, Standard Dimensions ----------- horizontal, position -oriented, socket with copper alloy, nickel -plated screw EPA: 1.2 ft.z shell and center contact. Medium -base socket used with 100W & 150W,1_7 7-1/8" mogul -base socket used with 175-400W. UL listed 1500W-6MV. Weight: 41 lbs (18.6 kg) (18.1 cm: LISTING - UL Listed (standard). CSA Certified (see Options). UL listed for Length: 17-1/2" (44.5 cm) --- wet locations. IP65 rated in accordance with standard IEC 529. Width: 17-1/2" (44.5 cm) Depth: 1-1/8" (18.1 cm) - 4" 17-1/2" 1 (10.2 cm) (44.5 cm) ORDERING INFORMATION Example: KAD 400M R2120 SPD04 LPI Choose the boldface catalog nomenclature that best suits you needs and write it on the appropriate line. Order accessories as separate catalog number. KAD 175M SR4SC Mounting Series Voltage Options KAD 100M 120 SPD04 Square pole (4" arm) Shipped Installed In Fixture KADVG Vandal guard KAD 150M E081 (standard) SF Single fuse (120, 277, 347V, n/a TB) KADWG Wire guard KAD 175M 2403 SPD09 Square pole (9" arm)5 DF Double fuse (208, 240, 480V, n/a KADWBA Decorative wall' KAD 200M 277 RPD04 Round pole (4" arm) TB) bracket KAD 250M 347 PER NEMA twist -lock receptacle Architectural Colors KAD 320MI 4803 RPD09 Rcund pole (9" arm) 5 only (no photocontrol) Standard Colors KAD 350M1 T131 WWD04 Wood pole or wall (4' arm) LPI Lamp includedas standard DDB Dark bronze KAD 400Mt WWD09 Woodpoleor wall (9" ULP Less lamp standard) arm) PD Power Trayt0 DWH White Distribution WBD04 Wall bracket (4" arm)' WTB Terminal Wiring Block10 DBL Black Hydroformed Reflectors WBD09 Wall bracket (9" arm)' QRS Quartzrestrikesystem (250W Classic Colors R2 IES type II asymmetric 2 L/Arm (When ordering KMA, maximum, lamp not includedp DMB Medium bronze i DAD12) I R3 IES type III asymmetricz CSA CSA Certified DNA Natural aluminu Shipped Separately R4 IES type IV forward throwz SCWA Super CWA Pulse Start Ballast (nla DSS Sandstone KMA Mast arm adapter 10OW & 175W) R5 IES type V square KTMB Twin mounting bar Shipped Separately' DGC Charcoal gray Segmented Reflectors DAD12P Degree Arm (pole) PE1 NEMA twist -lock PE (120, 208, DTG Tennis green SR2 IES type II asymmetricz DAD12WB Degree Arm (wall) 240V) DBR Bright red SR3 IES type III asymmetricz PE3 NEMA twist -lock PE (347V) DSB Steel blue SR4SC IES type IV forward throw PE4 NEMA twist lock PE (480V) NOTES: PE7 NEMA twist -lock PE (277V) 1 Reduced jacket ED28 tamp must be used with SR2, SR3 & SR4SC optics. HS House -side shield (R2, R3, R4) 2 House -side shield available. (SR2, SR3) 3 Consut factory for availability in Canada. 4 Optional multi -tap ballast (120, 208, 240, 277V). Accessories: Tenon Mounting Slipfitter 5 The SPDO9, RPD09 or WWO09 must be used when two or more luminaires are oriented on a 90" drilling pattern. Order as separate catalog number. . 6, May be ordered as accessory. Number offixtures 7 ORSTD available in select wattages; consult factory. Tenon O.D. One Two@180° Two090' Three9120° ThreeCa90° Four@90` 8 Additional architectural colors available; please see Architectural Colors 2-3/8" T20-190 T20-280 T20-2909 T20.3209 T20-3909 T20-4909 brochure, form no. 794.3. 9 Must use RPD09. 2-7/8" T25-190 T25-280 T25-2909 T25-320 T25-3909 , T25-4909 10 Only available with SR2, SR3, and SR4SC optics. 4" T35-190 T35-280 T35-2909 T35-320 T35-3909. T35-4909 Outdoor Sheet #: KAD-M AL -370 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 �P,l,TH OF & t OB. CLARK GATHRIGHT U No. 036305 �i84i 1111�IUNAL V, V) I 0 Z ® �.N > C) O >-U () C-ry C:z '= D F_ O 0 2 0 W Z cn •- U Q -�-- U 0 06 v F_ CL C V) 0 w 0 EUW _ Q OLL 8 - COUNTY COMMENTS 01-29-07 7 - VDOT COMMENTS 09-26-06 6 - COUNTY COMMENTS 08-02-06 5 - ACOA COMMENTS 07-27-06 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 06.29.06 DRAWING NUMBER: SHEET 11 OF 11 Z -l6 -o 1