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HomeMy WebLinkAboutARB200600127 Plan - SubmittalI I I I I : : I : I : 54' -011 FRAMING OF BLDG) : I I : : : I Em KIM 7' -0'1 J Q 3 Lu Q I WE OFFICE 115 I lY4' 17' -5Y2" q'-0° Ill -6" 4WAG— I *A1 A Ir D09 DOq DI2 5' -111 FT 26' -2" HALLWAY 133 211-2Y211 COMPUTER 114 4' 71-10Y211 STORAGE 12' -2Y211 131 --------- - - - - - -- — — ------ E— WORK A SPACE 134 DOq D02 I IY4' ' 1122' -211 e -q SHIPPING/ RECEIVING 135 AREA 51_011 q' -0" q'_Ou t1: II• 4' -7" 113 STAFF AREA BY 11 127 4 ELEC. PANEL e I I REF o - - - -J DOS 13'_711 BY n �'2 RECEPTION 12B SIDEWALK D02 82' -0" (FRAMING OF BLDG) ■ w 0 OFFICE 112 IO' -0" q' -6" 11' -o" 131-011 I IYq° I 10'4' - - - -A - - -DS — A - - - - -- A — — DS I I �' Gill 2' 2' II 121-111 TDOq TAX MANAGER OFFICE OFFICE 1092" g, o„ 111 110 DOq D09 CENTERLINE OF IST FLOOR HALLWAY PARTITIONS, POST, BEAMS,ANS 116 SIP'S WALL ABOVE AT 2ND FLOOR FRAMING AND D09 ELEC. PANEL q -I — -- — av - - -- --. — — - --- --- -- ® 1, � I� • ® �, •r � �� -._ � �. X44440044044444 X444. � �.� � .uT ii:: � � C C C �� 2=.mm Ill T -10" 4° -O" DOq 12s UTILI FIRE 2 BY2" 211 107 121 VAUILT 41-8 I Iq - 2' 5' -I" II'_1" iLV4 125 " D06 8'-011 STORAGE DOq WITH o STAIRS 08 CONFERENCE ROOM ABOVE}' ca -7 T_ r/ STORAGE 124 I CLO._ In DO'. UP - STAIR D04 3' -8 6 130 5 _g12' - D032" /51-5V211 _ LOBBY T-1 102 02 5'48" A6 1 1_ (0'_10" SEE SHIT 51 FOR COLUMN LOCATIONS I DIMENSIONING NOTE: * INTERIOR DIMENSIONS ARE TO FACE OF 5 OR FACE OF SIPS PANEL OR FACE OF MA * EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF SHEATHING OR MASONRY * INTERIOR PARTITIONS ARE A11 UNLESS OTHERWISE DIMENSIONED o INDICATES WALL WITH I HOUR FIRE SEPARATION. ® INDICATES ACOUSTICAL INSULATION 122 �1 `^Z 5' -2V2' 91 -1111 DOq �V 11 r' li 3 � A9 103 6' 711 DOq � DIO gi_3n -I° 104 \ AREA 51- 11 91_011 g1_011 1' -0" ROUND COLUMN W/ STEEL POST SIDEWALK Im • 1 OFFICE I A6 106 A II'_In I 1 n J 3yz' P Q a -o U) 3ARTNER'S OFFICE E 105 II DI$ 4' -511 81_011 51_bn 41 -611 51 _ 411 5 AIO z Z Zino °0�� � O Cc, wY rn=W g Q Wz�2 UU3 z in ¢a O R Z °Za Lw °U vl Qa Wl�-ZWUU coZ 1w z zo co >W o u �, p J U W 0 FW W zOU)iQ J W �Zii �¢°:)W > V rnz�_ co z owC/) � 0 Z20° °°aaR U Z °z�Z �g °zoo O z c�aa =a?s C) offo U a O z aq w p w CID W q Q Y r N 0o M M Z 0 m 00 = ILL o) w °' O �N n _ * (D O uj< oU ob o(L > > w� U p 0 _ �QJ a = m z �ud LL LL cy) N 0 g Lu CD Z 1_ N J� F=i 0 1 c, o> U J aO W 1- J Ir J rj) > > w Mw � 0 fr _j l_- o ® L: 0 JU0 =Lo= FIRST FLOOR PLAN REVISIONS: DATE ISSUED: DATE PRINTED: //- NOT ISSUED DRAWN BY: CHECKED BY: v v PC PROJECT N0: OF 10>SHEETS 0 2 4 S GUTTER - WALL LIGHT DOWNSPOUT LIGHT HARDIPLANK ILI kPLUMBING VENT (TYP.) EXHAUST VENT (TYP.) �SHINGLES� DOWNSPOUT LIGHT LIGHT DOWNSPOUT 12 � IG LIGHT GUTTER �OP OF PLATE ..... 1/2' .. _WINDOW HEAD HEIGHT IB' -5 11 _ DOWNSPOUT GUTTER WINDOW SILL HEIGHT 12' -5 I /B" _,_._ PINION FLOOR... 5" ............ .._._. TOP OF PLATE.10'_I_I/2' ____. _._... . HEAD N B0 ...... '_" _. �- DOWNSPOUT PRE -CAST �- LIGHT CONC BAND WINDOW SILL HEIGHT �-DOWNSPOU7 — F_ L----------------------------------------------- - - - - -- DOWNSPOUT L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 ------------------------- - - - - -- APPROX. 0 2 4 S ----------------------- - - - - -- FINISH GRADE L -- STEPPED FOOTING STEPPED FOOTING L - - - - - - - - - - - J-, 1 — — — — — — — — — — — — — — — — — — — — — — — — — — —i GUTTER D • -• i� �i ICI SHINGLE 12 �6 � 2 ::� REAR ELEVATION (EAST) PRE -CAST CONC LINTEL DOWNSPOUT J DOWNSPOUT J DOWNSPOUT DOWNSPOUT I I F__L ------------------------------------------------------------------------------------------ - ---�� L--------------------------------------------------------------------------- ---------------- 1 FRONT ELEV AT, I 0 2 4 S A3 GUTTER 4 DOWNSPOUT WALL LIGHT PRE -CAST CONC BAND SCALE: 1/4"=l'—O" -TOP -OF PLATE 20-6 - -- --.- _ _ WINDOW. NEAR HEIGHT. IB' -* ___,_WINDOW SILL HEIGHT I2' -5 JK8" _._ FINISH FLOOR -- --- -5" ,_.___- TOP OF PLATE 10' -1 1/2 11 . WINDOW HEAD HEIGHT V -0" WINDOW SILL HEIGHT FINISH FLOOR 0�',�_ O ON (WEST)U�Oo �< SCALE: 1/4"=V-0" Z z z¢v Q � p8pg oo wL, LLILa= L ¢ o 0 Z OZ¢¢ cw w 00 CI) a9� z��mU Z ¢O �w� m zwC LL] LL wa of J w jZz �¢00 ¢ zw�w Q � :) � U W ui0U) OFn 0F0 0 zo m 0— 00¢¢F U Z ozz� �g °zoo 0 z 0¢¢ zFx¢?5 0 p`J U ¢ O z (ll� Z 0D w Q Y r 0 rn l X oa = #o IT w0) O L:N " D O n n n 7 �¢ O ILI�I Ifl 0U N CuUui°r° ggJ� n �5 > W W ILI�L II _�" U 0 _ �� Jc ¢ '= 0y DATE PRINTED: NOT ISSUED ;� CHECKED BY- PC PROJECT NO: 0516 A3 OF 10 SHEETS u zfl k LJ,L ELL LL 0 N OQ wC:) �N NJ /J U > C* U UJ' I- Oa LLI J J �W O� LU JF-r- � � IrrI''� c T W O ® � / 11 p(O�I F O� °ULL c =MCi RONT & REAR ELEVATIONS REVISIONS: DATE ISSUED: DATE PRINTED: NOT ISSUED DRAWN BY: CHECKED BY- PC PROJECT NO: 0516 A3 OF 10 SHEETS (D L m m 0 0 m N a 9 0 0 0 U GUTTER DOWNSPOUT I BIBS F— - - - - --L L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GUTTER DOWNSPOUT RIGHT ELEVATION (SOUTH) 12 �6 SHINGLES, illimm������ ��������������������► a������:�� ICI ICI ;ICI Imi — — I!I I!I ME ME MM ME I I iii IMMoM MMMi SCALE: 1/4"-l'-O" GUTTER T.o.H IBI -511 DOWNSPOUT mom_ • m \ mmmm. .1 • on -WEWE 1. 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Immmmi .1 � i 81-011 mmmmmi HOSE III BIBB I -- - - -L, ------- - - - - -J LIGHT DS �1 , • z Ir ----------------------- - - - - -- - -i o� i---------------- - - - - -� STEPPED FOOTING �� LEFT ELEVATION (NORTH) L— — — — — — — — — — — — — — — — — — — — — - - — � STEPPED FOOTING e A J O 0 2 4 8 SCALE: 1/4"=l'-O" Z M, 11 WITE �V 0 v m z a� z w Y 0 z m ro � rn v 3 N S *O IT LU O f N O 7 �Q o U > N U 00 W > LU u Up m uj S cQJ t 0 Q nQ N - p : U z _ J Z w2 O 65OaF ��ww� Q U Ww= w o� o w z �p[r paa MQQ-ZOO �wwUco NN cl) ? :p2 m��wF w zIi1 O ¢w mw0 cz_7OZmU 0�_ W I— q ' p w U W o > IE : Zo EO F��9<w �® Q w v 0 IL m Ui J CD pZF- O F65 ZW:) LuE3CC 0 (D¢O F 9 0 ui � �� Z zw2 g J O °lzm o 0 v z r z0Z zoo O zz C)<< p==a?s �U� =chU Z M, 11 WITE �V 0 v m z a� z w Y 0 z m ro � rn v 3 N S *O IT LU O f N O 7 �Q o U > N U 00 W > LU u Up m uj S cQJ t 0 Q nQ N - p : U LEFT & RIGHT ELEVATION REVISIONS: DATE ISSUED: DATE PRINTED: NOT ISSUED BY: PC PROJECT N0: O51CB A4 OF 10 SHEETS o D M w p°p � lug LE LL- LL �® Q N W m cc U/N 0 i J VD U u i J 0 ui � �� � �w J U�w �� mO �°Ir Jw0 ��ir Oo O =o cif �crn= �U� =chU LEFT & RIGHT ELEVATION REVISIONS: DATE ISSUED: DATE PRINTED: NOT ISSUED BY: PC PROJECT N0: O51CB A4 OF 10 SHEETS i CD (U M m 3 'n 0 i I`n 0 i 0 CL Ln m Ln Ln 3 a a i 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 (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 INDUSRTY (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. PROFFERED USE RESTRICTIONS ALBEMARLE COUNTY BOARD OF SUPERVISORS APPROVED ZMA- 2003 -0011 ON APRIL 14, 2004 ARE SUBJECT TO THE FOLLOWING PROFFERS. 1. ONLY THE FOLLOWING USES SHALL BE PERMITTED AS A MATTER OF RIGHT: A. ALL USES PERMITTED UNDER SECTION 23.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. B. OFFICE AND BUSINESS MACHINE SALES AND SERVICES, AS PERMITTED UNDER SECTION 24.2.1.29 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. C. BARBER AND BEAUTY SHOPS, AS PERMITTED UNDER SECTION 22.2.1.8.2, AND HEALTH SPAS, AS PERMITTED UNDER SECTION 22.2.1.B.8, OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IT EXISTS ON APRIL 14, 2004. , ------- --'S25 �z1v / LO A .moo • y � � 1 L HT P uu. 1. TM 61 PAR 128 ALBEMARLE BAPTIST CHURCH & EDWARD JONES INVESTMENTS i�t'11 _ZONED: COr-r-'''� 1 1 USE: CHURCH AND OFFICES 1 250 I 1 � 1 1 1 , ! 1, r 0 O� `- ', PROPOSED GRADING SHALL HAVE A 530 =- 10' RADIUS WHEN TYING INTO THE EXISTING HILLSIDE WHEN POSSIBLE _ 525 ----- LIMITS LIMITS OF - - -- CONSTRUCTION - -____" - ____ -_µ_1 - -- _�_ --� - -- -- - - - - - - - - -- -- - - ---- -- -_ - PROPOSED 6' ------SANITARY -- ---- C-ONSTR G -T -iBN __'LINE LATERAL TOP= 503.96 _ DENOTES BENCHMARK ELEV. = 520' AT BASE OF FIRE HYDRANT INFORMATION FROM ALBEMARLE COUNTY SERVICE AUTHORITY 01 -23 -06 NU) N26�4.2�, ST ' FIRS 9 / CK HYDRANT I H \ 1 I 2p ;p D S '\ [ 6, UTIC HgRS `\ 72 TAY S7, F6,V Nv �\\\ N26 , 1 Sq C 9 PRINS HSR �� , ' Z IT 1 iiT 52 /uSTRUCTI !T - \S, 19. 00 l AFT FIC T,o,_ — STORMWAT 1tl- STORMWATER PIPE - SANITARY SEWER ' LATERAL (FROM OFF-SITE) CONCRETE GRASS BLOCK 10' WIDE (FOR STABLIZATION) �� \S 4_.52 - - - - - -- �____ - - -` - __ - - - - -: - --- -- ------- - - - - -- ----- - - - - -- ----(515 '-- - - - -- --------------------- - - - - -- 0 MITI_ PLAN 131 SCALE: 1 20' • 10 20 40 i ©� /1� o-y Ap S /TE VICINITY MAP SOME NM GENERAL NOTES: WATER: EXISTING PUBLIC WATER ON SITE FIRE HYDRANT: LOCATED OFF SITE (25' FROM PROPERTY LINE) FIREFLOW EXCEEDS 3,000 GPM. INFO SUPPLIED BY ALBEMARLE COUNTY SERVICE AUTHORITY SANITARY SEWERAGE: BEHIND PROPOSED BUILDING. (OFFSITE) (EXISTING EASEMENT ON SITE LOCATED ACROSS RIO EAST COURT, AND DIRECTLY REFUSE: DUMPSTER (SCREENED). BOUNDARY INFORMATION FROM PLAT BY: RIVANNA ENGINEERING & SURVEYING PLC P.O. BOX 7603 CHARLOTTESVILLE, VA 22906 DATED AUG. 30, 2005, AWAITING APPROVAL UTILITY AND ROAD INFORMATION BY: B. AUBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. TOPOGRAPHY INFORMATION BY: B. AUBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. THE SITE FALLS IN THE AIRPORT IMPACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WITHIN A DEVELOPMENT AREA. THE PRESENT USES OF THE ADJACENT PARCELS ARE OFFICE SPACE AND MEDICAL BUILDINGS MAXIMUM NUMBER OF EMPLOYEES: 28 SITE DEVELOPMENT DATA: SITE DATA: LOT 6 TAX MAP PARCEL 61/124A5 APPROVALS DB 1591 PAGE 404 DB 3130 PAGE 99 REVISIONS: DB 3130 PAGE 100 RIO MAGISTERAL DISTRICT ZONING: ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - PLANNING /ZONING DATE ON RIO ROAD EAST OF RT.29 (� 1 ILVL'�'j ALBEMARLE COUNTY, VIRGINIA EXISTING HWK, LLC OWNER: ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - ENGINEERING DATE WITH FULL CUTOFF OPTICS. THE SPILLOVER OF LIGHTING FROM PARKING ® 0 Q ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - INSPECTIONS DATE p > �p U ui 1- J Q LLT J W� �w ca ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - ARB DATE J )?0 7 rr rr � =cc*iU �� C) L12 ALBEMARLE CO. DEPT. OF FIRE RESCUE DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE VIRGINIA HEALTH DEPARTMENT DATE , ------- --'S25 �z1v / LO A .moo • y � � 1 L HT P uu. 1. TM 61 PAR 128 ALBEMARLE BAPTIST CHURCH & EDWARD JONES INVESTMENTS i�t'11 _ZONED: COr-r-'''� 1 1 USE: CHURCH AND OFFICES 1 250 I 1 � 1 1 1 , ! 1, r 0 O� `- ', PROPOSED GRADING SHALL HAVE A 530 =- 10' RADIUS WHEN TYING INTO THE EXISTING HILLSIDE WHEN POSSIBLE _ 525 ----- LIMITS LIMITS OF - - -- CONSTRUCTION - -____" - ____ -_µ_1 - -- _�_ --� - -- -- - - - - - - - - -- -- - - ---- -- -_ - PROPOSED 6' ------SANITARY -- ---- C-ONSTR G -T -iBN __'LINE LATERAL TOP= 503.96 _ DENOTES BENCHMARK ELEV. = 520' AT BASE OF FIRE HYDRANT INFORMATION FROM ALBEMARLE COUNTY SERVICE AUTHORITY 01 -23 -06 NU) N26�4.2�, ST ' FIRS 9 / CK HYDRANT I H \ 1 I 2p ;p D S '\ [ 6, UTIC HgRS `\ 72 TAY S7, F6,V Nv �\\\ N26 , 1 Sq C 9 PRINS HSR �� , ' Z IT 1 iiT 52 /uSTRUCTI !T - \S, 19. 00 l AFT FIC T,o,_ — STORMWAT 1tl- STORMWATER PIPE - SANITARY SEWER ' LATERAL (FROM OFF-SITE) CONCRETE GRASS BLOCK 10' WIDE (FOR STABLIZATION) �� \S 4_.52 - - - - - -- �____ - - -` - __ - - - - -: - --- -- ------- - - - - -- ----- - - - - -- ----(515 '-- - - - -- --------------------- - - - - -- 0 MITI_ PLAN 131 SCALE: 1 20' • 10 20 40 i ©� /1� o-y Ap S /TE VICINITY MAP SOME NM GENERAL NOTES: WATER: EXISTING PUBLIC WATER ON SITE FIRE HYDRANT: LOCATED OFF SITE (25' FROM PROPERTY LINE) FIREFLOW EXCEEDS 3,000 GPM. INFO SUPPLIED BY ALBEMARLE COUNTY SERVICE AUTHORITY SANITARY SEWERAGE: BEHIND PROPOSED BUILDING. (OFFSITE) (EXISTING EASEMENT ON SITE LOCATED ACROSS RIO EAST COURT, AND DIRECTLY REFUSE: DUMPSTER (SCREENED). BOUNDARY INFORMATION FROM PLAT BY: RIVANNA ENGINEERING & SURVEYING PLC P.O. BOX 7603 CHARLOTTESVILLE, VA 22906 DATED AUG. 30, 2005, AWAITING APPROVAL UTILITY AND ROAD INFORMATION BY: B. AUBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. TOPOGRAPHY INFORMATION BY: B. AUBREY HUFFMAN AND ASSOCIATES, LTD., DATED JAN. 15, 1997, APPROVED APRIL 25, 1997. THE SITE FALLS IN THE AIRPORT IMPACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WITHIN A DEVELOPMENT AREA. THE PRESENT USES OF THE ADJACENT PARCELS ARE OFFICE SPACE AND MEDICAL BUILDINGS MAXIMUM NUMBER OF EMPLOYEES: 28 SITE DEVELOPMENT DATA: SITE DATA: LOT 6 TAX MAP PARCEL 61/124A5 e DB 1591 PAGE 404 DB 3130 PAGE 99 REVISIONS: DB 3130 PAGE 100 RIO MAGISTERAL DISTRICT ZONING: PD -MC SETBACKS: 10' FRONT PARKING SETBACK w 30' FRONT YARD SETBACK LOCATION: ON RIO ROAD EAST OF RT.29 (� 1 ILVL'�'j ALBEMARLE COUNTY, VIRGINIA EXISTING HWK, LLC OWNER: 355 WEST RIO ROAD, SUITE 203 FOR FINAL APPROVAL CHARLOTTESVILLE, VA 22901 EXISTING CONDITIONS: THE SITE IS CLEARED AND GRADED PROPOSED DEVELOPMENT: OFFICE BUILDING (SLAB ON GRADE BUILDING) LAND USE: BUILDINGS: (FOOTPRINT) 4,428 S.F. (12 %) PAVEMENT & SIDEWALKS: 16,255 S.F. (477) OPEN: 14,124 S.F. (417) TOTAL SITE AREA: 34,807 S.F. (.799 ACRES) PROPOSED BUILDING USE: OFFICE BUILDING BUILDING TWO STORY HEIGHT: LESS THAN 30' PAVEMENT MATERIAL: ASPHALT (DRIVEWAY & PARKING LOT) SEE DETAIL 2/132 SIDEWALK MATERIAL CONCRETE SEE DETAIL 3/C2 SITE DRAINAGE: OVERALL SITE SWM QUANTITY FOR ALL 7 LOTS AT RIO EAST COURT ARE COVERED UNDER A SEPARATE APPOVED SITE PLAN. LOT 6 SWM QUALITY IS PROVIDED ONSITE VIA A RLTERRA BOX. — Z° O�Z�8 z D �d� 6zoll�)l uti s¢WO 2 � ❑Q J Q z 5 FttW w a m zd co m �z iE o6 �R� o 8 p 0� gcQO g 8aa Q?S I- �I Q ppOp� V R' UT NO ;1_; 0 U d z z 0 0 7 S #p WO) O �N . a0 Q0 LLT> N DJ W (_5 J � 00 rn g > ww ON) 2 00 = CO c (y)_ a) dU FLL Z TOTAL GROSS FLOOR SPACE: 7375 SQ. FT. e TOTAL NET USABLE FLOOR SPACE: 5,900 SQ. FT. (807) PARKING REQUIRED: 5,900 SQ. SF. /200= 29.5 SPACES REVISIONS: SPACES PROVIDED: 30 SPACES 6 -19 -06 PER COUNTY COMMENTS � OF 5 -30 -06 7 -27 -06 PER COUNTY COMMENTS w OF 7 -12 -06 j (� 1 ILVL'�'j 10 -3 -06 FOR FINAL APPROVAL 2 -6 -07 FOR FINAL APPROVAL EACH OUTDOOR LUMINAIRE EQUIPPED WITH 1U 3 -6 -07 FOR FINAL APPROVAL ME FOR FINAL APPROVAL Lk ;l L`i7 ; U. LE LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE SPILLOVER OF LIGHTING FROM PARKING ® 0 Q N Wo PROPERTY IN RESIDENTIAL OR RURAL AREAS Hj cc CE �N cf) NJ�J U > p > �p U ui 1- J Q LLT J W� �w ca cr DIRECTIONAL SIGNAGE AS SHOWN. Umw ®� o ® FO � J )?0 7 rr rr � =cc*iU �� C) L12 LOT #6 SITE PLAN PARKING: TOTAL GROSS FLOOR SPACE: 7375 SQ. FT. TOTAL NET USABLE FLOOR SPACE: 5,900 SQ. FT. (807) PARKING REQUIRED: 5,900 SQ. SF. /200= 29.5 SPACES REVISIONS: SPACES PROVIDED: 30 SPACES 6 -19 -06 PER COUNTY COMMENTS � OF 5 -30 -06 7 -27 -06 PER COUNTY COMMENTS LIGHTING: OF 7 -12 -06 j (� 1 ILVL'�'j 10 -3 -06 FOR FINAL APPROVAL 2 -6 -07 FOR FINAL APPROVAL EACH OUTDOOR LUMINAIRE EQUIPPED WITH 1U 3 -6 -07 FOR FINAL APPROVAL A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF L FOR FINAL APPROVAL Lk ;l L`i7 ; LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND DATE ISSUED: DATE PRINTED: PROPERTY IN RESIDENTIAL OR RURAL AREAS 6 :119 96_ ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (1/2) FOOT CANDLE. DRAWN BY: CHECKED BY: SIGNAGE: KJG DIRECTIONAL SIGNAGE AS SHOWN. PROJECT No: BUILDING SIGNAGE MAY BE SUBMITTED FOR APPROVAL AT A LATER DATE, �� OF SHEETS I 0-1 M O) 3 Oi VI U) 0 uD 0 C:) 0 O L CL 1 N 75 N 3 d d Le MINI - - ONE- - _ _ • 1 NO v v y 1 _ y_ ..i..•w. 1 Is IN ��� I I■ ����f�Q 1 1.3i.111��rJ a I IN O ONIN as �- - -111111110111 I I■ 1011 1 1111111 1 1NNNN11NN1111 �11NIN: = == • =�� = =u 11 11NN1N1111 NON 1 �� � ��■ 1 11MIMM 1 1111010111 � . ON M MA � . ► - mall- LD -229 Storm Drain Desian Computations County: Albermarle Description: Pipe Calculations Proi: Rio East District: From To Point Catch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe lVelocity Flow time Point A Coef AC AC Tc Int Flow Inv Inv Len S Dim Cap Inc (ac) (min) (in /hr) (cfs) El El (ft) °/D (in) (cfs) (ft /s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ST -8 ST -7 0.49 0.70 0.34 0.34 5.0 6.81 2.34 517.90 517.70 30.7 0.65 18 11.01 1.65 0.31 ST -7 ST -6 0.63 0.69 0.43 0.77 5.3 6.72 5.20 517.50 516.70 101.1 0.79 18 12.14 4.95 0.34 ST -6 ST -5 0.00 0.00 0.00 0.77 5.7 6.63 5.13 516.50 516.00 57.6 0.87 18 12.71 7.06 0.14 ST -5 ST -4 0.00 0.00 0.00 0.77 5.8 6.59 5.10 514.20 513.20 25.0 4.00 18 27.29 4.19 0.10 ST -4 ST -3 0.00 0.001 0.001 0.77 5.91 6.561 5.081 510.80 502.50 97.91 8.511 181 39.75 16.06 0.10 ST -3 ST -2 0.00 0.001 0.001 0.77 6.01 6.541 5.061 496.00 487.50 54.61 15.77 18 53.871 4.561 0.20 ST -2 10utfall 0.00 0.001 0.001 0.77 6.21 6.491 5.021 484.70 479.00 49.31 11.641 181 46.411 17.841 0.05 Q w- Za\ A\ C O O Q a) U ° o 1 2 3 4 5 (ft) (ac) ST -8 'D1-3D 2.5 0.49 ST -7 I DI -3C 1 61 0.63 LD -204 Stormwater Inlet Computations .� 11 1- 11 111111•� �� 21 1- SCALE: NTS MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED, *NOTE: REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. z� 2 -� TYPICAL ASPHALT PAVING SCALE: N.T.S. ASPHALT PAVING 2" SM -9.5A 6" 21 -A BASE COURSE COMPACT SUBGRADE TO 95% MAX. DRY DENSITY PER ASTM D -698 4" 2 "R CONCRETE TO BE CLASS 3A IF CAST N A I PL CE, 4000 PSI IF PRECAST. C N N yQl Q / V/ O O U F co E "•° m a U U) C� d 0 CD a C7 f-° U) 0 2 -o 6 7 8 9 10 11 12 13 14 15 16 17 18 (in /hr) (cfs) (cfs) (cfs) (' /') (' /') (' /') (ft) (ft) 0.70 0.34 4.0 1.37 13 0.016 0.017 1007 CG - C} 6 CURS DETAIL WWWR '. � - 0.691 0.431 1 4.0 1.731 1.73 0.016 0.025 100% SCALE: N.T.S. z� 0 I r a s o AQ suj8 Z 8 �Io yt Y (j�(jJJ yW-J ..I Z(� F 0� a' o 8y °ypp¢Zyp��R 0 ^e ppzZ%pz� U Z OQQ FMY 1 v� U 0 QI Q 0� 0 0 U U 2 z U X m o° U 7 m a T -0 0 I= N O 7 Wj 0 I 0 I 1 M 0) 3 •Y In In In 0 O L CL y In kA c d C5 U LANDSCAPE SCHEDULE- PLANTING ADDED KEY NAME MIN. SIZE 10 YR. HT. 10 YR. WIDTH CANOPY AREA QUANTITY TOTAL CANOPY AREA T -1 CORNUS FLORIDA 1" 20' 20' 314 SF 2 628 SHALL BE PRUNED MINIMALLY FLOWERING DOGWOOD„ CALIPER OVERALL HEALTH OF THE PLANT. rr 'US PHELLOS 1 1/2" 31' 22' 380 SF 2 760 ® OW OAK CALIPER ® Q I— W o CA �N NJ1J 0 S T -3 LAGERSTROEMIA INDICA 5' -0' 18' 18' 254 SF 4 1016 CRAPE MYRTLE HIEGHT U 3 __j W U = U T -4 ACER RUBRUN 1 1/2" 26' 19' 286 SF 2 572 n n n RED MAPLE - AUTUMN FLAME CALIPER �Q O O IL'` 'I T -5 PINUS STROBUS 1 1/2" 24' 12' 120 SF 1 120 EASTERN WHITE PINE CALIPER i A 7, -0" 6" 6' -O" 6" ca r► B 1 1 1 A 0 0 � 1 1\ � L► B PLAN VIEW TOP SLAB CLEANOUT COVER CAST IN TOP SLAB 1 =a �o e o `• e� �> M Z SECTION A -A 3x3 TREE FRAME & GRATE CAST IN TOP SLAB FILTER MEDIA PROVIDED BY AMERICAST MULCH PROVIDED BY AMERICAST za �o �o M Z 91 INLET SHAPING (BY OTHERS) 4" OUTLET PIPE LOCATION VARIES CURB (BY OTHERS) GALVANIZED ANGLE NOSING 'D CURB AND GUTTER (BY OTHERS) STREET DOWEL BARS O 12" O.C. PLANT AS SUPPLIED BY AMERICAST (NOT SHOWN FOR CLARITY) INTERLOCKING JOINT (TYP) SECTION B -B O %�//�� /Q��j DATE: 06 -27 -03 DWG: FT6X6 -1 wlffJ�'s9zw 8 PRECAST 6' - INLET -0 u�� arra, Copyright 02003 by Amcricut WITH 6' -0" THROAT US PAT 6,277,274 AND 6s6es21 12- \5 1� 1- T /_l I I SCALE: N.T.S. n 0 I 0 (L L7 3 ca LJ Ld w 0 0 0 1.0 0 X FILTERRA STANDARD PLAN NOTES CONTRUCTION & INSTALLATION A. EACH UNIT SHALL BE CONSTRUCTED AT THE LOCATIONS AND ELEVATIONS ACCORDING TO THE SIZES SHOWN ON THE APPROVED DRAWINGS, ANY MODIFICATIONS TO THE ELEVATION OR LOCATION SHALL BE AT THE DIRECTION OF AND APPROVED BY THE ENGINEER, B. IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE, ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE PER THE DELIVERY, C. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6 INCH GRAVEL BASE MATCHING THE FINAL GRADE OF THE CURB LINE IN THE AREA OF THE UNIT. THE UNIT TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT, COMPACT UNDISTURBED SUB -GRADE SHALL BE REPLACED TO THE SITE ENGINEER'S APPROVAL, D. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS, E, ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB, THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON- SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL, THE BOARDS ON TOP OF THE LID AND THE BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED, THE SUPPLIER (AMERICAST OR IT'S AUTHORIZED DEALED) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION, BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6' LIFTS ON ALL SIDES, PRECAST SECTIONS SHALL BE SIT IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF FILTERRA UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 'STANDARD PRACTICE FOR UNDERGROUND PRECAST UTILITY STRUCTURES', UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS, F. CURB AND GUTTER CONSTRUCTION (WHERE PRESENT) SHALL ENSURE THAT THE FLOW -LINE OF THE FILTERRA UNITS IS AT A GREATER ELEVATION THAT THE FLOW -LINE OF THE BYPASS STRUCTURE OR RELIEF (DROP INLET, CURB CUT OR SIMILAR), FAILURE TO COMPLY WITH THIS GUIDELINE MAY CAUSE FAILURE AND /OR DAMAGE TO THE FILTERRA ENVIRONMENTAL DEVICE, F. EACH FILTERRA UNIT MUST RECEIVE ADEQUATE IRRIGATION TO ENSURE SURVIVAL OF THE LIVING SYSTEM DURING PERIODS OF DRIER WEATHER, THIS MAY BE ACHIEVED THROUGH GUTTER FLOW OR THROUGH THE TREE GRATE, R�ii�llifip A. ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE SUPPLIER, PURCHASER IS RESPONSIBLE FOR FILTERRA INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE PROJECT SITE IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE FILTERRA SYSTEM, CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES, B. ACTIVATION INCLUDES INSTALLATION OF PLANT(S) AND MULCH LAYERS AS NECESSARY. lir:lmP►Iy_� A. EACH CORRECTLY INSTALLED FILTERRA UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR A MINIMUIM PERIOD OF I YEAR, THE COST OF THIS SERVICE IS INCLUDED IN THE PRICE OF EACH FILTERRA UNIT, EXTENDED MAINTENANCE CONTRACTS ARE AVAILABLE AT EXTRA COST UPON REQUEST, B. ANNUAL MAINTENANCE CONSISTS OF A MAXIMUM OF (2) SCHEDULED VISITS, THE VISITS ARE SCHEDULED SEASONALLY) THE SPRING VISIT AIMS TO CLEAN UP AFTER WINTER LOADS INCLUDING SALTS AND SANDS, THE FALL VISIT HELPS THE SYSTEM BY REMOVING EXCESSIVE LEAF LITTER, C. EACH MAINTENANCE VISIT CONSISTS OF THE FOLLOWING TASKS, 1, FILTERRA UNIT INSPECTION, 2, FOREIGN DEBRIS, SILT, MULCH & TRASH REMOVAL, 3, FILTER MEDIA EVALUATION AND RECHARGE IF NECESSARY, 4, PLANT HEALTH EVALUATION AND PRUNING OR REPLACEMENT IF NECESSARY, 5, REPLACEMENT OF MULCH, 6, DISPOSAL OF ALL MAINTENANCE REFUSE ITEMS, 7, MAINTENANACE RECORDS UPDATED AND STORED (REPORTS UPON REQUEST) D, THE BEGINNING AND ENDING DATE SUPPLIER'S OBLIGATION TO MAINTAIN THE INSTALLED SYSTEM SHALL BE DETERMINED BY THE SUPPLIER AT THE TIME THE SYSTEM IS ACTIVATED, OWNERS MUST PROMPTLY NOTIFY THE SUPPLIER OF ANY DAMAGE TO THE PLANT(S), WHICH CONSTITUTES) AN INTERGRAL PART OF THE BIORETENTION TECHNOLOGY, C7 0 o O W o � � Momma g two 9 0� J J } Z0 q U 3 ZZ � o ��g 0� O�oOOO o g V I a Q ffill LF HIM LF MIA 'l 0 U Z 0 cr s z m FTFi� F� 1 _U 7 m a k�* 0 W O �N e 0 7 �Q UO LLT> N U.1 Nw i�a- J J 0) 0) g a� ti 5 WW � 2 rn 2 Up �� _ qt Q m= y V C p • • 1 1 A L LLE c:) ®LL ® DE Q H0 W C) rn N NJ✓� Z ir 0 5 p > H J QLLJ w� (n > Er _j > LLJ c) ® o 0O � E _J U) W �3cc (� OJ U o Lr) = U P� u_ (y) FILTERRA NOTES & DETAILS 2 -6 -07 FOR FINAL APPROVAL DATE ISSUED: ' DATE PRINTED: 11-28-05 DRAWN BY: I CHECKED BY: KJG LUMINAIRE SCHEDULE Example: KAD400MRZ120SPD04LP1 ender eau ..k, �wmean Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts Description KAD 400M SR3 AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR 109476.ies El Bi 3 MOUNTED ON PERFORMANCE SR3 ED -28 METAL HALIDE, 32000 1.00 465 o SSP 20 4 11 BC OPTICS, CLEAR FLAT HORIZONTAL POS. N/A POLE GLASS. PER NEMA tMit lack receptacle Aucleemuml Colama KAD 250M ASW1 176M GZr AERIS ARCHITECTURAL ONE 175 -WATT CLEAR WALL2 e 2 NO DEGREE TILT, BUILDING MOUNTED ED17 METAL HALIDE, LTL13844.IES 12800 1.00 220 0.2 fc 0.0 fc LUMINAIRE, GZ (WALL HORIZONTAL POS. LINE W8004 Wall 1u.,,,,,4` army GRAZER) DISTRIBUTION WBDDa Well decker rimult DRS quads ryeten pSOW Classic Colas Brainstomed Reflectors ng KMAL UAIm When entering KMA TILTED UP FROM RIO EAST LOT 6 PARKING CSA CSA CanamO DNA Natural aluminum NA 4.0 fc HORIZONTAL 10 0.7 fc 18.0:1 5.7:1 DEGREES, 175W MH W/ Seg RMelllars DA2WB Degree Arm (pole) PEI NEMA waLd lock PE Rte. M. OBR Bright fact RZ IES SRI IES type 11 arym pA012WB Degree Mn (wale CLEAR LAMP.D rnatric SR] IES type 111 asymrmldc7 STATISTICS Example: KAD400MRZ120SPD04LP1 ender eau ..k, �wmean EPA: 11fta u .. da .ppmprkm line- emev�n,b sowuns,' . 7 -Ind' Wright 41 to$ (16.619) Description Symbol Avg Max Min Max/Min Avg /Min BUILDING 6 PROPERTY + 0.0 fc 0.2 fc 0.0 fe N/A N/A LINE PER NEMA tMit lack receptacle Aucleemuml Colama KAD 250M 347 RP009 Pound pole IT mm)z ony (no phdtocbnbol Standard Colors KAD iMMa KAD Map 486, AW WWD04 Wood polo m wat tv elm) BUILDING 6 PROPERTY + 0.0 fc 0.2 fc 0.0 fc N/A N/A LINE W8004 Wall 1u.,,,,,4` army INTO Tmmlrlt canes BmckR Oel Black WBDDa Well decker rimult DRS quads ryeten pSOW Classic Colas Brainstomed Reflectors ng KMAL UAIm When entering KMA m. unto matbnun !alp nth Intlu0Mj7 CHAD Mangum bronze RIO EAST LOT 6 PARKING CSA CSA CanamO DNA Natural aluminum NA 4.0 fc 12.6 fc 0.7 fc 18.0:1 5.7:1 ONLY Seg RMelllars DA2WB Degree Arm (pole) PEI NEMA waLd lock PE Rte. M. OBR Bright fact RZ IES SRI IES type 11 arym pA012WB Degree Mn (wale too rward throw, TB 705 SiTRT rnatric SR] IES type 111 asymrmldc7 NEMA Seel glee PEJ NEMA nv&1 -lotlt PE (3Tq RIO EAST LOT 6 SOUTH ,, 14.8 fc 28.5 fe 2.6 fc 11.0:1 5.7:1 ENTRANCE WALK Hou eakl sundial evadable. SRL Sol 3 CWau tetra, I. ewushmay In Canada. WSud vin mounted 4 Optimal mumwp onmu 021 209, 240. 277V). ACNSSariCS TmmMormtirgSrrpatw RIO EAST LOT 6 + 3.9 is 28.5 fC 0.2 fc 142.5:1 19.5:1 ®® L /THOMA L/GNMVGe cou" LLAD 400M SR4SC TS SPD04 LIP DDB Nees TV. FEATURES & SPECIFICATIONS MWNE00NNWS5P20 -0.b1I 1913MPOLE I Al INTENDED USE - weal for parking areas, street 14gh ing, walkways end car lots. CONSTRUCTION - Rugged, the -rasp soh comer aganmum housing win 0.12' nomllal wag thkkresi timorous 4' sell coma arm for No or wall mounting Is aandsre. ciacass door frame has Impact- mustag. tempered, glass lens that Is fully gaskmed win one-km tabular solcona FINISH - Standard Mlsh h dark branm (DOB) Polyester pawner f rlsh, wall glom archlmmual colas avalbbm. OPTICAL SYSTEM - AndadmiL aluminum Irydnfame l relations IES full tutor destroamons W (asymmetric). m (auymm ltdc). R4 (fmwaN thaw) and R5S burners). High-padomance rumored, segm¢mod aluminum te0eaars IES full aging diumbmlom SR2 (aSyrameme), SR3 (asymmMIC) and SR4SC Bement threw, sharp carom. Segmented mllemors Beach war 1.14ass farmers and are mmteblo and Irmuchm.9.1l.. ELECTRICAL SYSTEM - loan reactance, high Power ream bNZst for 100WIIWW. Clu so m-watoge ammransformer for 17540DW. Super CWA Put" Stan ballast required for 2001N. 320th' and 35OW (must add SCWA Cohen). Stuart Is copper -wound and 100% factory- tested. ParceWin, Mrhomal, pasgmnorlemed, socket wan mPW agcy, reckelPeled sinew shell and comer concoct MediumLase socket used vaXh IODW & 15DW, mogul base socket used Win 175 -4M.. OIL listed 15DDWaDOV. LISTING - UL Usk (counting. n CSA rxreaed Ise. Opdom). UL Rsted for was locatinrt. IP65 rated in accordance with slander IEC 529. CONTOUR Soh Square Cutoff Ughting KAD METAL HALIDE IOOW, 15mM, 175% NOW, 250W, 320W. 35OW, 40DW 20' to 35' Mounting StandardDIMMO aF Example: KAD400MRZ120SPD04LP1 ender eau ..k, �wmean EPA: 11fta u .. da .ppmprkm line- emev�n,b sowuns,' . 7 -Ind' Wright 41 to$ (16.619) Voltage Mau ndng Options (18.1 am) Longer 17 -17 (44.5 cm) Shipped "Bad In Frmae KADVG Vandal guard KAD ISOM When, 17-112-Ou an) L KAD ASM Deem: 7 -1 1B (18.1 cm) 4'-F- 17.17- 1 no 200M 277 RPD04 Round pole (4' amt) (ID2 cm) (415 cm) 3 B1 250.4 ORDERING INFORMATION Example: KAD400MRZ120SPD04LP1 ender eau ..k, �wmean Chow. tine boldface ca1a4 romenclmura flat ban roils you, road, and writ¢ it W ff. u .. da .ppmprkm line- emev�n,b sowuns,' . No. Label X Se�ise� Voltage Mau ndng Options no loom 120 SPD04 Square Pole (P an) Shipped "Bad In Frmae KADVG Vandal guard KAD ISOM trial (standard) SF Single hcte (120, 277, 347V. Na TB) KADWG Wire guartl KAD ASM 246, SPDDO Square pole IT omen OF Double lose (20A 240. 4006f, are KADWBA Decoman- wall no 200M 277 RPD04 Round pole (4' amt) T8) bracket 3 B1 250.4 203.5 PER NEMA tMit lack receptacle Aucleemuml Colama KAD 250M 347 RP009 Pound pole IT mm)z ony (no phdtocbnbol Standard Colors KAD iMMa KAD Map 486, AW WWD04 Wood polo m wat tv elm) LPI Lamp lncludedes standem DDB Dark grants 0.0 INWD09 Wood polo awtl Dr ULF, toss lamp standard) KAD 400M armlk• PD Poster Tray10 DWH White DISWAWOn W8004 Wall 1u.,,,,,4` army INTO Tmmlrlt canes BmckR Oel Black WBDDa Well decker rimult DRS quads ryeten pSOW Classic Colas Brainstomed Reflectors ng KMAL UAIm When entering KMA m. unto matbnun !alp nth Intlu0Mj7 CHAD Mangum bronze M IES II as mnlotdc2 7'Pe Y DAD12) CSA CSA CanamO DNA Natural aluminum NA R3 IES type III asymmetud Shipped Separately SCWA Su LWA Pulse Stan Ballast (Na DSS Sandstone R4 IFS M forward lhr.W type KMA Most arm tingHer t gray 100W 175VO OTo RS IES typo V slam ItTMB Twin rrounlNg bar Shipped Separalay° DT0 Terms green Terms Seg RMelllars DA2WB Degree Arm (pole) PEI NEMA waLd lock PE Rte. M. OBR Bright fact RZ IES SRI IES type 11 arym pA012WB Degree Mn (wale too rward throw, TB 705 SiTRT rnatric SR] IES type 111 asymrmldc7 NEMA Seel glee PEJ NEMA nv&1 -lotlt PE (3Tq SR4SC IES type IV (.W throw PE4 NEMA Iwktmck PE ON V) TBV1 10o3 10TflT cmeff PE? NEMA twkt-k ck PE (27711 NOTES: HS House -sing shield Pa, RI, R4) 1 n¢4aee jo as 028 him, must r, used with SR2. S93 & SP45C total. 02 Wall pra2inpa7 NN011a 1W5 Watt Hou eakl sundial evadable. SRL Sol 3 CWau tetra, I. ewushmay In Canada. WSud vin mounted 4 Optimal mumwp onmu 021 209, 240. 277V). ACNSSariCS TmmMormtirgSrrpatw 5 Tire sPD09, nPDe9.rWVIDt9must OO,am wren MOamomaumlmr'C ox as aepmam mealog..be, it mlenled m a em drilling P. 6 May W .maned n eteau ry. NumgMdnnums 7 0RSTO evened. m WW wavagm; comuW Worry. Tenon 0.0. Ono Two ®180' TWoa9D' Three0120' Threea90• Foura9W 0 Addmmrel eaulkochnel ml» well boc ppmre s AmM<[temt eaen 2 -318' T20.190 720.280 TW-2n' M20v 76101 T4001 bmderte, m m. 7043. 2 -718' TZS -190 726290 T25.290a T25-320 726]901 115.436, M. 4- T35 -19D M -tae tie -2907 T15 -]20 T313l01 775.1901 1. ON, 11.1dee ..+m Sn2. Sm, runs SAASC .pun. ELDWRPS Fixture wired ready for PS1460 Outdoor Sheet a: KAD.M AL -370 n 0 I N N m 3 IL U1 k0 .. In 0 tD N 0 0 O L d Y IA In / d 6 X LUMINAIRE LOCATIONS DRAWN BY: Example: ASWt175MSRZ120SFLPl Chow. tine boldface ca1a4 romenclmura flat ban roils you, road, and writ¢ it W ff. KJG No. Label X Location Y Z MH TIR 1 81 184.3 216.9 20.0 20.0 0.0 2 01 123.8 196.9 20.0 20.0 0.0 3 B1 250.4 203.5 20.0 20.0 0.0 4 WALL2 130.5 97.2 15.0 15.0 0.0 5 WALL3 145.3 122.6 20.0 20.0 0.0 6 WALL3 213.7 98.6 20.0 20.0 0.0 7 WALL2 217.1 87.2 15.0 15.0 0.0 A L rmajI A ljoHmmane FEATURES & SPECIFICATIONS INTENDED USE - For bugling- and wall- 111uVmOd applications. CONSTRUCTION - Rugged, die -cost single -ptece aluminum housing. D(t. cast doorhame has impact - resistant, tampered, glass lens. Doorframe is fully staled with a closed -cell SHCOpo gasket. FINISH - Standard finish is tes7Wad dark bronlo (ODRTI polyester powder finish, with other mobtactural Colors evoileblo. OPTICAL SYSTEM - High - performance segmented reflecmm provide Su. Parker uniformity and conlrol. Speci9hy anodized aluminum spot end grater optics eta also musuable. Reflecting art interchangeable and hove field de- gfao•alming capability up 1410' without tools. Rogac era grow for told -less 00004F to 0I9COPm components. All W JCF moot IE$NA fire eider criteria m lons-dam unenladon. ELECTRICAL SYSTEM - HID TOW -I5OW utfluot; a helf-reacta fee, high power letter ballast. 175W utilizes a constant- wattage amotranstormar barosf. Compact fluorescent utilises an electronic nigh- fraquauoy balbx. Quick- distomact plugs easily disconnect reflector tram ballast end fixtum from supply winds. Bottom am precision -wound and 100% factory tasted. For HID porcelain, medium•baso socket with copper alloy, nickel plated screw shall and center correct. Compact fluorescent Is four -pin poshive trichina thermoplastic. UL UMed. INSTALLATION - Universal mounting plate With integral mounting bops supports the Futum for easy, One -parson InstaOBtian. UST1N0 - UL listed suhable fa wot locations In up or down odomegon. UL U=tod to US end Canadian safety standards late Optional. NOM Codified (see Options). IP6$ noted. US Patent No. 0500.569, Canadian Potent No. 197561. ZOL'a Aeris Wall- Mounted Luminaire Lanndovm orientation METAL HALIDE HIGH PRESSURE SODIUM FLUORESCENT I1r_K1J,. SMaddrd dfamm7oad -ASWI Length: 15' 138.101 Depth: 13 -314' 134131 Overall Halght: 9.1/4' (25.501 Max. WeiglN: 356s 11591fkgl - e - NI dmenswena are inches leondo moral un ess offervdp sDttfhc-0. ORDERING INFORMATION DRAWN BY: Example: ASWt175MSRZ120SFLPl Chow. tine boldface ca1a4 romenclmura flat ban roils you, road, and writ¢ it W ff. KJG OF 5 -30 -06 7 -27 -06 < etprdplita lint. OF 7 -12 -06 10 -3 -06 FOR FINAL APPROVAL 2 -2 -07 ASWI 3 -21 -07 FOR FINAL APPROVAL Seriee Wellepelsourca Dittribulien Voitepa W Opti cot ASWI Metal hMide COmnect Stiff Segmented lip Shipped Instand in fixture CSA CSA Coldged 70M fluorescent two II, 206• SF Shield Aso (120, 277, 347V, No NOM NOM Cued 106M 1 /26DTTI roadway 240. TB, 10111 tPl Lamp included ISOM 32TRT SH3 Segmented 271 OF Doubbi Luse 42M 240, 48OV, rda 4LP Loss IBnID IISM 2732TRT' type 111, asymmetric 347 42TAT GMF 10, TBVI internal slow -Glow hsinnqq SCWA Super CWA pulse- Hip haao�ru.locnre 214ZIRP S1t05C Segmented 4301 I- Ir (Na eodi MVOLT'; CF ony) start Pbapasl 1150M too rward throw, TB 705 SiTRT EC Emergency circuit (IBM mad HS House -side shield" TBV1 10o3 10TflT cmeff III lamp not ineb chide _J > CO �W CC J > 02 Wall pra2inpa7 NN011a 1W5 Watt EWW Emergency battery Pack'• ASWI L ASWIBBW WSud vin mounted NOTES: act, SP Tight Spot ELDWR RmKr Wheat 030 ready for back his back box I AwaLDlr wM5R3my. z cr Bacteria 8308 battery park 132' _jvoL 2 OCIt, DCAl2 old OZcamet be ordaad tolemol, min. eperglfllg tOmp) ".v min. tamp A$W1WD Wire gaafd 3 Not mettle ram compact flgramiu rA ELDWRPS Fixture wired ready for PS1460 ASW1V6 Vandal guard 4 EGORS,OCIX VCM2ar SP omlo croml beadard lotelhec or PSOL mmato battery pack .LLrglAFp2ufaLD0lpi1!e 5 NinwaibblawilhHPS (3Z' min, upuratirg Wmp) "' Standard sax7nfed colors e CWWakbaotp PoI en0abi61y in anade, DC12 Emergency clreuh 12 -wok 135W lamp m µ cludedc" ODBT Dark bronze (aid.) 1 OpoWd muliirp baDaliat mO, HA tiN, 170, 217, 311Vm anatle -afire aF 120/30in 20C12 12-VON wo Emergency circuit U OSSI Sandstone Criminal. e Optlonel blspeared LI20.2N.24R2/1, 410V; retawMtbhCamdt.I7fM only. +]rut lamps clecudt12 van DNAT OWLD Natural aluminum Waite 901tiWd mmlRVOltclo2pWic btlaet lbr4nmped fluornaoom onyl aepebbof oWmdq OC2012 Erseelioncy on spry lmknkags hair 12D7 -1/N. IncluAl2vdl (20VJ lamp lncladBDir "" DDLB Black 10 Awdatd Ind compact Damien Wh: M available evah W21m, WiTTIT. 51M or fDt21112 Emergency circuit 12 -VOh Jim ololo tal mnmad colors Telco. 20N lamps includeciPpp° BRAIN Blame II AnilMe lm<ampael llmroseem anh; nth eatable xth 60th of m1gl. QRS Quartz fosDtm System I10M INSIPID Dark gray 12 Pilot Eghb[btaardoh mduntmoplsU inciednd. 8¢olamn OOmpadMlaysNdonbacl Dr/b. reed lamp net ImIudedr DSPJ Light gory 13AwbM. formmpanfheraueaatusrim amiable Wlh 2Y4zTRLWTRTm7aDTt. CR Enhanced corrosion DSPE Orton N NolwakotbvdU SA OF.6MFa 6P5. resistance DSP6 Dark red Is Comukfactory rot madmum Poe wataoo available w4htNsopum CRT Non-stick pNtactive coating BSPF Rust It Milk be ordered with fixture: cannot be Odd inuoW. (black only) 17 Avaasble Whruih BE? and SR9 dWfOagm PE Photoelectric cog -button type D$PN And If Additional arcNlNMe12aIMNVISIbia: rut u'nneNhon0.Wm /m mats Wormsti0.n Ira TB, TBV or MVOLTF1 Outdoor Sheets ASWI -M•S•F OM -050 LIMITS OF CONSTRUCTION NOTE: 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 AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SCALE: 1 ell = 204 0 10 20 40 N�6 e1S S �r�5e uxu is Jhrulnv LINE LATERAL S10 °58'21 ,/W PROPpSED A��ESS 0 O S�OS5 �Qt�i fVIUu�U��S o0 >z U III a¢ 7705 g Z ?Oft aZ8 Z bQQ w18 Z I- cr ku � J � W Ow zFw w Zai U �d Lu CoZZ 2�qu°S� Yl w U) ar, ��n�� 2 I­ ROZ 0 0000 � t¢iP� L O 50< 0}? Q5 C. 8ZZ �OD U Z 8Qa T<- R� V 0 U Z '0.0 v W W Ci� to Ea 0 tr U m 7 a °o '*o Ir WO O i � Qo IlJ % N 0 t` LULLI () Q 0 = CO IY -C Q U 0) fn 40 {- LL y 0 DRAWN BY: 6 -19 -D6 PER COUNTY COMMENTS KJG OF 5 -30 -06 7 -27 -06 < I/1 /lJ° OF 7 -12 -06 10 -3 -06 FOR FINAL APPROVAL 2 -2 -07 FOR FINAL APPROVAL 3 -21 -07 FOR FINAL APPROVAL W M UL O OL LL ® ® ? Z O W O I. N I- Ir Z N CO Z 0 > p> O J OJ III _J > CO �W CC J > °� UCr W ®fO _jw0 ®`6 cc z cr o _jvoL =inn PHOTOMETRIC al REVISIONS: DRAWN BY: 6 -19 -D6 PER COUNTY COMMENTS KJG OF 5 -30 -06 7 -27 -06 PER COUNTY COMMENTS I/1 /lJ° OF 7 -12 -06 10 -3 -06 FOR FINAL APPROVAL 2 -2 -07 FOR FINAL APPROVAL 3 -21 -07 FOR FINAL APPROVAL DATE ISSUED: I DATE PRINTED: DRAWN BY: CHECKED BY: KJG PROJECT (N�O: ®516 I/1 /lJ° OF SHEET