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HomeMy WebLinkAboutSDP200600050 Plan - Other (not approved) 2005-09-26WATER: FIRE HYDRANT: SANITARY SEWERAGE: REFUSE: PERIMETER SETBACKS: EASEMENTS NEW MAIN AND LATERAL PER SITE PLAN NEW ON-SITE PER SITE PLAN NEW LATERAL AND MAIN PER SITE PLAN SCREENED DUMPSTER FRONT BUILD -TO LINE: 0 FT. - 20 FT. FOR AT LEAST 50% OF BUILDING FRONT MINIMUM SIDE YARD = 3 FT. (61% OF BUILDING FRONT IS WITHIN BUILD -TO LINE) MINIMUM REAR YARD = 3 FT. 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 PERMIT, 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 (HORIZONTALNERTICAL). 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 GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 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 QQz qIRPoRr RD � O v� O IT PROTT RD HOLLYMEAD TOWN CENTER FOREST LAKES VICINITY MAP NO SCALE AREA D, BL0K VII P \\ , AREA C TO TIMBERWOp>p BLVD � AREA C CONTEXT MAP NO SCALE PLANNER (CURRENT DEVELOPMENT) ENGINEER (CURRENT DEVELOPMENT) VDOT ALBEMARILE COUNTY SERVICE AUTHORITY BUILDING OFFICIAL FIRE AND RESCUE DIVISION PROPOSED NMD - NEIGHBORHOOD MODEL DEVELOPMENT DEVELOPMENT: OFFICES & RESIDENTIAL CONDOMINIUMS LAVATORIES: CODE OF DEVELOPMENT, ABINGTON PLACE AT HOLLYMEAD TOWN CENTER TOILETS: ZMA# 02-02 LOCATION: AT THE CORNER OF TIMBERWOOD BLVD, DEERWOOD RD WASHERS AND RIVANNA WAY IN THE RIO MAGISTERIAL DISTRICT, EXISTING SITE PLAN - CURRENT CONDITIONS ALBEMARLE COUNTY, VIRGINIA CURRENT TRIBAL PROPERTIES LLC OWNER: 300 HICKMAN ROAD, SUITE 303 C-1.3 CHARLOTTESVILLE, VA 22911 DEVELOPER: SAME AS OWNER PREPARED BY: CLARK GATHRIGHT 7 DAGGETT & GRIGG ARCHITECTS 100 10TH ST. NE 8 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: 23,398 0.54 25.4% MAXIMUM LAND USE: PAVEMENT: 32,171 0.74 35.0% IMP. AREA: SIDEWALK: 8,325 0.19 9.1% 1.47 AC. (69.8%) OPEN: 28,048 0.64 30.5% 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 R-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 STORIES,"AT STREET SIDE ELEVATION HEIGHT: f, PARKING: TOTAL SPACES REQUIRED: 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 56 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 APARTMENTS ** KITCHEN SINKS: 56 LAVATORIES: 56 TOILETS: 56 SHOWERS 56 WASHERS 56 COMMERCIAL AREA ** KITCHEN SINKS: 4 LAVATORIES: 6 URINALS: 4 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 I - I . 'P H 0T4 v\r_T tri , P USI ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 OB. CLARK GATHRIGHT U Q. 03 3 5 4- ANAL C/) :�i a U Z) •c:- Z .i � �•) Z 0 Q O J w � � � IL w �Z•�=::) w= OO Q � W U •- U _j Q F-- 06 L' Z E- CV) w p E cz .Q ,Q u_ - U Q O 4 25% SHARED PARKING 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 1 OF 11 C-1. 0 �1 1 1 1 �I I I / I 56� / / i i ABIN(;TON DRIVE 6TF ACCESS E-A SEME a TMP 32-46 e Southern Land LLC DB 2685-296 1 DB 1970-71,3 Zoned: PDMC, NMD Use:Vocont 1 1 i �I \ \ \ \ — ---- --- - --- -- - ---- - - - - - - — 548 I-- - - -- --- -- -- — - -- - - 560 ---- - - -- _ 56� Open Space D — --- --- — -- -- -- -- --- — - -- -- - -' % / / / I4.43 Acres* 19-3,048 SF* Storm Water I I Management Facility * * 400.12' N61'20'S5"E ---------------- RE-LOCATE REAR ---- �-� PROPERTY LINE 20 FEET / / 568 / -1:ir-LOCATE ACCESS ROAD QN 1 STORMWATER BASIN PRO�€RTY -PER 'SHEET C-1.2 e�arGe / REMOVE CURB, SIDEWALK AND \ / L=225.85 R=600.00'* � � � , Mp\C1� __� � --�-" GUARDRAIL AS REQUIRED FOR NEW ENTRANCE / / I 570 STREET TREES TO BE / V REMOVED, TYP. OF 3 ----STREET TREES PER APPROVFD' ♦` 1 TIMBERWOOD BLVD. PI�CNS / / 4f %\ / THE LIMIT_PF'CLEARING AND GRADING SHALf-' \ / J -BE--CONSIDERED THE PROPERTY LI , EXCEPT / WHERE OTHERWIS S OH WN ON THE 574 / STORMWATER BASIN PARCELON SHEET C-1.2. lb lb 576 Q�f�QV RE-CONFIt.2 STRIPING FOR TURN AGER LANE PER SHEET C-1.2 h C), i , / SEE SHEET C-1.1 C FOR LIMITS OF � C� � / TMP 32-41D TEMPORARY SOIL STOCKPILE Post Office Land Trust DB 2890-696 DB 1661 —1 16 � l RE -LOCATE BOUNDARY LINE %� Zoned: PDMC EC/ * • • �• * 1 Use:Vacont 13.57 N67 05 05 E / *48.74' N73'55'39"E* 0 18. '44'27" N 78 �� 22 N / I .5' Be S23'29'06 0 Water wain w �... --- y� ■ O A L X NER wI `b R� 'mow ..... "'" I' _........:..... /'_ TMP 32-45 --- R—V Associates DB 2890-696 DB 659-274 BASEMAP Zoned: RA Use: Vacant C-1.1 SCALE: 1" = 20' MINFI I I I —1 } ill I I I ROAOD,MS TIDE AND OWN IS UTILITIES BASEDON PROPOSED BY RIIVANNA I ENGINEERING. COUNTY APPROVAL PENDING. BOUNDARY DATA WITH ASTERISKS (*) INDICATE / PROPOSED CHANGES NBOUNDARY. ACTUAL METES AND BOUNDSWILL BEPROVIDEDUPON I I PREPARATION OF PLAT. ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 2 OF 1® C . 1 9 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 3 OF 10 C-1 *1 c L SANG MH ABINGTON DRIVE �168 i REDI ROCK" SEG ENTAL RET WALL HT. f5 5 FT 570 o �4 CONCRETE 16S 05-03-06 572 03-21-06 CONCRETE 16S 574 ,OC�WooD DRIVE �SITE PLAN / SCALE: 71- =29 � EVISED I ANE 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 a 4 05-03-06 M 03-21-06 CURB DI )d IL 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 ef SIGH DISTANC EASEMEN STORM M 574 ,OC�WooD DRIVE �SITE PLAN / SCALE: 71- =29 � EVISED I ANE 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 a 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 4 OF 11 C— 1 *2 MATCH LINE - DETAIL - SHEET C-1.4 J;J 548 r' I .. tY � I , I a ' f ! _ 0 P icy 9 7 I INV OUT: 556.0 d: 66� v, / r lool ., 560 .- s IPRAP LINED SWALE ,Ip SEE DET. 1/C-1.4 k r° r / 567 5� PROTECTION NV OUT I � _ C, 570 564 00 J �p 566 /1' 568 m 582 8 57 " IF J 570 s� 58p 1 r 572 _--- " STORM ®2.699 H-1 574 B I -3C L=8' TOP: 581.9 VIN: 568.34 -E 576 TOP. 580,5 '�� . NV.O T: 568.24 4,f N INV IN: 570.4 / d, 45' ELBOW 8g P� oc INV.OUT: 570.3/ • 568 1 - _g :. TOP: 578.5 10 INV OUT: 574.4 I -3B L=6' w' w TOP: 578.4 45' ELBOW o.. �r \ ,x 2 r j INV IN: 573.1 O• INV.OUT: 573.09 I� _ SAN M 570r*� .. - , TOP: 71.66 / / i 582 N ;` /. j INV IN: 567.12 � INV.OUT: 566.92 / 58 3 C.O. LiLl �i 91 p h cil AB N DR. o 1_ 2' 572._.._ � i -3B L= 8'- - , y _ - _ TOP: 582.0 YD ,�� ¢ 35 w �AN ® 1% .,, f, INV.OUT: 577.5 6" D �x6x6 TEE 12x� `'MW WV S SDR s � , 0 6 6 OR �0 582 - 582 WNV - TEE � w ®32g SqN I <' F 2., METER (EST >E x • Z s r' 574_ l CQ 1 w < ) 1. v 582 o r ¢ \ r SAN MH ~ L TOP: 573.82 h z o r^ v CP V IN: I 569 33 ` Q ° 1a 'b � � � R _ I , I V.OUT: 569.13 a 576 _ - - ©ol �0 0 CURB,,'D 6y '9.V tir w- _ U - �' OUTE ROOF DRAINS TO STORM �� a , : i s i SAN LATERAL / CURB DI .-,S>8 I; TOP: 5 76.55 0. / INV OUT: 571.90 ,; �' s INV IN: 572.00If I I / 0 n jcb 11 r r BUILDI NG co 1- 1� j S8Q 594 l . r F I MH -1 I� f TOP: 586.25 ;'" -•' �' PVC PATIO DRAIN INV IN: 576.37 - NV OUT: 576.27 l ° - .. y MI�MIY!* GidI YYYl1114141M,1f IMYGII MIMI d III'I''ilMl III G� I J tNU M ' J 22.5' Bend hYUGIM�N"MAIM IMIIIMuu INInM!�«nYIIN MI YNM«a (, III RpIY4 NYMIYN "YMIIIIFI' _ .�4��II �YV:IMY MiiN'!tlilddlll q II +44 IN'MIIY.!tlIIIItlIIC! i ,.r•• 1 MAIYuI,Wr . f�CURB DI°° tl; MMflMMYG1IM YNIM MI --M i fwoo �Waterma�n -�- "~ N li J oD , QI ,n O , buIIMIYIYMYGWCII.,My� I ,>, ;G Y� �, � t , f , D :,ocKvvo -ulM 1 I , f ..u,INBiIiYYYIY / i ` 1 L \ .✓".n,n^"`.".:' ..- I �' ..-1'n„.v.. :,.m:... ,w.,.,,:... exwlIW � ruu I � '� I , / ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 Z .v u) -��> on � c: Z c: Z •= D Q 0 �^ o CL Ln O -�-- W a) C6 o J_ ) 0 L..V E U� U Q O 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 5 OF 11 C- 1.3 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 6 OF 11 C-1.4 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 7 OF 11 C-1.5 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 8 OF 11 C-1.6 M a ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 9 OF 11 C-2. LANDSCAPING SCHEDULE TOTAL CANOPY: 12,509 S.F. (13.6% OF PHASE II AREA) ABINGTON 's ,5 572 �S sqN \ `— �S _ 574 LANDSCAPE PLAN SCALE: 1" = 20' ct uj 05-03-06 SYMBOL PLANTING QUANTITY 10 YEAR EXISTING TOTAL TYPE NOTES w ABELIA GRANDIFLORA 0506 SIZE 40' = 14 TREES COVERAGE x1.25 COVERAGE 1.5'-2.5' 73 1,609 SF 2,166 SF 1 TREE/10 SPACES x 91 SPACE =9 TREES 10 TREES 0 PRUNUS LAUROCERASUS 10% OF 64,225 SF = 6,423 SF 7,189 SF ACER RUBRUM "RED AR 2.5-3" C 3 397 JUNIPERUS VIRGINIANA "HILLSPIRE" 1,191 LARGE SHADE 6 Z) SUNSET" RED MAPLE T V) JUNIPERUS CHINENSIS SARGENT JUNIPER JC 15"— 18" 108 QUERCUS PHELLOS QP 2.5-3" C 7 370 COTONEASTER 2,590 LARGE SHADE WILLOW OAK LM LIRIOPE MUSCARI 1 PT. 1,177 CRATAEGUS VIRIDIS "WINTER CV 6'-8, 18 184 CCOTONEASTER OTONEASTER 1,656 SMALL TREE KING" HAWTHORN CERCIS CANADENSIS "FOREST CC 6'-8, 7 124 992 ORNAMENTAL PANSY" REDBUD KOELREUTERIA PANICULATA KP6'-8 16 380 6,080 ORNAMENTAL/ GOLDENRAINTREE STREET TREE LAGERSTROEMIA INDICA "NATCHEZ" LG 6'-7� 6 — — "NATCHEZ" CRAPEMYRTLE ORNAMENTAL ABINGTON 's ,5 572 �S sqN \ `— �S _ 574 LANDSCAPE PLAN SCALE: 1" = 20' ct uj 05-03-06 SYMBOL P SNZENG QUANT 12-12-06 PROVIDED 1 TREE PER 40' OF FRONTAGE 14 TREES 0 o ABELIA GRANDIFLORA 0506 568'/1 TREE PER 40' = 14 TREES z GLOSSY ABELIA AG 1.5'-2.5' 73 1,609 SF 2,166 SF 1 TREE/10 SPACES x 91 SPACE =9 TREES 10 TREES 0 PRUNUS LAUROCERASUS 10% OF 64,225 SF = 6,423 SF 7,189 SF "SCHIPKAENSIS" PL 1.5'-2.5' 20 U) JUNIPERUS VIRGINIANA "HILLSPIRE" IC 4'-5' 6 Z) T V) JUNIPERUS CHINENSIS SARGENT JUNIPER JC 15"— 18" 108 COTONEASTER HORIZONTALIS CH 1'-1.5' 36 COTONEASTER MAJESTIC LIRIOPE 'MAJESTIC' LM LIRIOPE MUSCARI 1 PT. 1,177 SALICIFOLIUS "REPANDiENS" CS 1'-1.5' 36 CCOTONEASTER OTONEASTER NOTES LANDSCAPING REQUIREMENTS 05-03-06 3 03-21-06 REQUIRED 12-12-06 PROVIDED 1 TREE PER 40' OF FRONTAGE 14 TREES (GATHERING PL. & DEERWOOD ONLY) 0506 568'/1 TREE PER 40' = 14 TREES PARKING AREA: 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. 2,649 S.F. ® 18" O.C. 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. O io --STREET TREES PER APPROVED ROAD PLANS ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 41 4 05-03-06 3 03-21-06 i 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 r� ' 1 1 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 41 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 10 OF 11 a 41 I -+- �+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 _g_p __+0.0 +0.0 + 0.0 0.0 +0.0 � 0.0 + .0 + + + 0 0 0.0 0.0 + .0 + +tY+ / 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 + + + j 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 + + 0.0 +�1.0 `J / 0.0.Q` + + ' _ _ 0.0 p.0 +0.0 _+ + 0� 0.0 0 + / +p-0.8---�- 0 �- - - 0$ - - - - 0. + - 0.� + -- - ---- - - - -- - - p� _` .' - - 0.0 +0�- 0 0 0 0 p + 0 p +0.0 f f 0.0 I 0.0 0.0 + + - ----- -_ _ - --- - --�1:0 fro --- +__. - -- - -- -- ---- - - ------Q---- 0.0- +-- - - --- --- + 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 9.8 +0.0- p -p 0.0 +0.0 + ; + , + -- -- 0. + .0 +0.0 +0.0 + + 0.0 0.0 0.0 +0.0 0.0 + +- -- --- --- -- - 0.0 0).1 D.1_ __. +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 + / + k.0 / 0.0 +0.0 + 0.0 0.0 +0.1 +0.1 + 0.1 0.1 p.1 + + 0.0 0 0 + / 0.0 0.0 + + 0.1 1 + + 0.0 r +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 0.3 + + 0.1 0.1 +0.1 +0.1 +1 00 �r +0.0 +0. +0.0 + �+ 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 1 + +0 r3 _ + 5� + 2 + 0.0 .0 r,+ , t0.0 +�0 + 0. 0.0 0.0 + + + + 0.0 0.p 0 + + -_ 0.6 10.7 p.7 + \ + 0.1 +0.1 + + + + + 1 _ 1 1 0.6 0.4 +0.3 + + 0' 0 +0.0` + + / 0.0 0 + + + _ + 4' 0 5 +0� 5 + +� �, I, 0.3 p + 0.0 0.0 0.0 p +0 10. + + + �; 7 1.3 X2.0 +1.9 \ ' i �0 +0.3/+0.2 + LP - 0.2 0.3 + 1, 1.2 0.� + 1 `0.0 + + JJ 0.0 0.0 +0.0 + - t1 - 3 + - - + 0.5 .8 U. + + + \ 0.4/ 4 +0.6 + .9 + .1 + , "i r 0�0 ; / I 0, +1 0 + .3 + c t� .5 C 3. 1.� +0.7\ +0 4 + ! / 1 1.0 1.8 2.9 +2.8 +1.5 + \- ' 8 �\ p +0.2 + I'` i + I / LP J X1.2 t0.8 I`+0.5 I I 3 d4 + p,7 +0.5 + V 0 +0:0 + 0.0 .0 +0.0 I 0.5 I 0.7 +1.31 +2.8, + + 1 1 \ / / 0.8 1.7 2.3 +1.6 +1.1 + 0.6 1.3 + + 0 0 I 1 1.2 +3.6 +3.5 + + I 1 3.5 2.2 +1.1 +0.6 + + 1.9 3.5 LP +3.4 + + / + 1 2.2 2.3 +1.5 +0. +0.2 +0.1 +" + , + 1 +0.0 + - -- 2.1 1.1 +0.7 +0.8 +1,0 + + 0'4 0.6 +1.4 +2.7 3.2 + + /� 1 0.0 q/0 - '-'-"- -t .0 0.1 + + + 1.4 2.4 +2.6 + + + + 2.3 +1.3 0.7 + r � \ 6 +1.4 +2.7 +3.6 +1.9 + + - 1 1 2.4 2,7 +2.2 + + + 2.1 1.2 0.9 +0.8 +0.6 + +4.2 �� 5' +0. + + - 0.2 + .1 +0.0 + / + 1.2 1 + + � •3 + 0.0 0.0 + .0 +0.1 +b.7 + 0 1.4 1.6 +1,7 +1.6 +1.3 +1.2 + + 0 LP 3.3 +1.9 +0.9 +0.4 +2.2 4.1 + {; 1.3 + 1.2 + + + +0.1 + + + 1.7 1.1 + +1.1 + + 1.5 i 1.6 +1.2 + -�, / 0 0.1 LP 0.0 + .0 + + 2.2 2.7 +2. + + + 0.6 \ '0.4 1.9 1.1 + 0.3 + fU.O pjj 1 0.1 + 7 + + 1. 1 0 1.0 + .3 + 0/� +0.4 (� 0.5 + +0-� 0.0 +n n + _ 0.8 0.7 + + I I •4 ,7 + +0.0 0 + 0.7 1.0 ( 2.4 +3.8 +2.7 + 2.0 +0.5' 10.5 +0.7 �+0.5�0.1+ + I 1. 0.+0.+ + 0.3 +0.0 + / .5 0.5 +0.6 +0.6 + 1.3 +2.9 LP -2 5.2 + + 1 3.6 +2.1 +0, 7 +0.7 + + .2 OI 0.1 + 3.5 1.4 +0.6 + + LP -2 0).9 0.9 +0.� + .5 0.7 + 0.6 1.3 + �+ �,\ 0.4 +p 0.7 _ 3.7 + 1 +0.0 0.01 +0.1 0.6 0.9 +2.2 +3.8 +2.5 +1 + 5' 2.8 +1.1 + +2..4 + + + 1 U. + + LP 2.0 'TD.5 + ` 5 0.9 1.4 + + 0 5 �.1 6 + 1.2 1.1 1+2 2 + + 3.6 2.1 +0.7 4 + 0.0 0. +0.0 +0.6 +1.7 + 2.9 2.3 +1.1 +0.� +0 7 + 3.E8 2.5 1 ' +0.0 + +� 2,5 +2.4 +1.3 +1.1 +1.6 +1.8 +1.6 + • 1 t12.3 2.6 +2.0 +2.4 +2.63 + � Q• 0.0 �`4 +2.8 +3.7 +2.6 + + 0.8 / 0.5 0.5 +0,8 +1.3 +1.4 + + 2.2 +1.0 / +0.0 0 +0.0 + LP 1.7 0.9 +0.8 +0.8 +0.7 �.5 + + 5 FT -C 1.2 0.8 *10 +1.1 + + v0 0.0 `0.6 +3. + + - 0.4 0.4 +p �g.� + _,-- -- 1.1 p 0 2. 1 p + 5 + 0.5 +0.4 + +0. ® .0 / +0.0 +0.0 + + 5 0.4 0.3 +0.3 +0.2 + 0 0.5 +0.3 + 0.0 0.0 + 0. p + 0;; +0 + 0 0. p 5 + 1' 4 3 02 + 0 2 +0.2 I '0.2 +0. +0 3 \ + + o. - 0. 0 I / r 1 , r 0.2 0.1 +0.1 1 +0.1 + s 0. 0.h 01� +�/'�� \ + _ 0 1 +0.1 I +0.1 +0.1 + 0 -+�fi-- + / 0.1 0.1 0.f I -+0; +D.0 3 PHOTOMETRIC PLAN SCALE: I"= 20' "'y i , 8 1 -_ •� i +0.0 +0.0 +0.0 MOUNTING HEIGHT: 16 FT. TO BOTTOM OF FIXTURE, TYP. �� L/THON/A L/GHT/NG° FEATURES & SPECIFICATIONS Catalog Number KAD 175M SR4SC Notes Type 0516 S1.1 INTENDED USE - Ideal for parking areas, street lighting, walkways and car 05-03-06 lots. Salt Square Cutoff Lighting CONSTRUCTION - Rugged, die-cast, soft corner aluminum housing with 12-12-06 0.12' nominal wall thickness. Extruded 4' soft corner arm for pole or wall 10-31-05 COME= • DATE: PROJECT NO.: mounting is standard. Die-cast door frame has impact -resistant, tempered. 0506 09-26-05 MD glass lens that is fully gasketed with one-piece tubular silicone. FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. METAL HALIDE OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full 100W, 150W, 175W, 200W, cutoff distributions R2 (asymmetric), R3 (asymmetric). R4 (forward throw) ^. 250W, 320W, 350W, 40OW and R5S (square). High-performance anodized, segmented aluminum 20' to 35' Mounting reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (Forward throw, sharp cutoff). Segmented reflectors attach with C tool -less fasteners and are rotatable and interchangable. ELECTRICAL SYSTEM - High reactance, high power factor ballast for 10OW/150W. Constant -wattage autotransformer for 175-400W. Super CWA Pulse Start ballast required for 20OW, 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, 7-1/8' mogul -base mogul -base socket used with 175-400W. UL listed 150OW-60OV. Weight: 41 lbs (18.6 kg) L (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: 7-1/8" (18.1 cm) I- 4' -�- 17-1/2'� (102 cm) (44.5 cm) ORDERING INFORMATION Example: KAD 400M 82120 SPD04 LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. KAD 175M SR4SC Mounting Series Voltage I F Options KAD 100M 120 SPD04 Square pole (4' arm) Shipped Installed In Fixture KADVG Vandal guard KAD 1SOM 2083 (standard) SF Single fuse (120, 277, 347V, n/a TB) KADWG Wire guard KAD 175M 240, SPDO9 Square pole (9' arm)5 OF Double fuse (208. 240, 48OV, n/a KADWBA Decorative wall KAD 200M 277 RPD04 Round pole (4" arm) TB) bracket KAD 250M 347PER NEMA twist -lock receptacle Architectural Colors, t RPD09 Round pole (9' arm)5 KAD 320M 4803 only (no photocontrol) Standard Colors KAD 35OM1 TBe WWD04 Wood pole or wall (4" arm) LPI Lamp includedas standard DDB Dark bronze KAD 40CM1 WWD09 Wood pole or wall (9' ULP Less lamp standard) arm)5.6 PD Power Tray10 DWH White i Distribution W8004 Wall bracket (4' arm)6 WTB Terminal Wiring Block10 DBL Black H roformed Reflectors WBD09 Wall bracket (9" arm) QRS Quartz restrikes tem 250W Classic Colors R2 IES type 11 asymmetricz UArm (When ordering KMA, DAD12) maximum, lam not included)7 p ) DMB Medium bronze R3 IES type III a hr Shipped Separately CSA CSA Certified DNA Natural aluminum forward R4 IES a IV forward thrown type KMA Mast arm adapter SCWA Super CWA Pulse Start Ballast (n/a 10OW & 175W) DSS Sandstone R5 IES type V square KTMB Twin mounting bar Shipped Separatelyfi DGC Charcoal gray Segmented Reflectors DAD12P Degree Arm (pole) PEI NEMA twist -lock PE (120, 208, DTG Tennis green SR2 IES type 11 asymmetricz DADI2WB 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 j PE4 NEMA twist -lock PE (48OV) NOTES: PET NEMA twist -lock PE (277V) 1 Reduced jacket ED28 lamp must be used with SR2, SR3 & SR4SC optics. HS House -Side Shield (112, 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 MountingSUprrtter 5 The SPD09, RPD09 or W WD09 must beused when two or more luminaires are oriented on a 90' drilling pattern. Order as separate catalog number. 6 May be ordered as accessory. Numberof fixtures 7 QRSTD available in select wattages; consult factory. Tenon O.D. One Two@180° Two@90° Three@120° Three@90° Four@90° 8 Additional architectural colors available; please see Architectural Colors brochure, form 794.3. 2-3/8' T20-190 T20-280 T20-2909 T20-3209 T20-3909 TZO-4909 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 T354909 Outdoor Sheet#: KAD-M AL -370 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 4 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 11 OF 11