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HomeMy WebLinkAboutSDP199900160 Plan - Approved Minor Amendment 1999-12-14E CHURCH OF THE INCARNATION MINOR SITE PLAN AMENDMENT CHURCH RENOVATION/EXPANSION PARISH HALI_/ADMTN./CLASSROOP/IS PROJECT DATA i, PROJECT NAME: CHURCH OF THE INCARNATION - RENOVATION/EXPANSION 2. OWNER: CATHOLIC DIOCESE OF RICHMOND MOST REV. WALTER F. SULLIVAN, BISHOP C/O WILLIAM E. LaFRATTA CHURCH OF THE INCARNATION 635 HILLSDALE DRIVE CHARLOTTESVILLE, VA 22901 3. TAX MAP/PARCELS: 061Z0-03-00-00:10 & 001Ai 4. BOUNDARY AND TOPOGRAPHY INFORMATION TAKEN FROM SURVEY BY THOMAS B. LINCOLN LAND SURVEYOR, INC. DATED APRIL 10, 1998, BENCHMARK REFERENCES TO PK NAILS IN THE LOOP AROUND THE ROCK CHURCH BENCHMARKS = 456,519 460.86, U.S.G.9, DATUM 5. MAGISTERIAL DISTRICT: CHARLOTTESVILLE 6. ZONING: PUD 7. PRESENT USE: CHURCH WITH SUPPORTING FACILITIES. B. PROPOSED USE: SAME, EXPANSION OF CLASSROOMS, OFFICES, & PARKING. 9. THE SITE DOES NOT LIE WITHIN THE RIVANNA RESERVOIR WATERSHED. 10. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. il. THIS PROJECT IS CURRENTLY ON PUBLIC WATER AND SEWER. 12. MINIMUM SETBACKS: BUILDING FRONT - 25 FEET SIDE - 10 FEET HEAR - 20 FEET 13. PARKING CALCULATIONS: PARKING REQUIREMENTS: i SPACE PER 4 SANCTUARY SEATS = 115 SPACES (460 SEAT SANCTUARY) EXISTING SPACES PROVIOED = 197 SPACES (INCLUDES 7 HANDCAP SPACES) ce onnonegn = 00 QDArrQ OnAr 500' +/- TO BRANCHLANDS BLVD. -.ad- NEW VIRGINIA LAND TRUST TOTAL SPACES = 219 SPACES DHn 14. PROPOSED SITE INFORMATION: EX. BUILDING AREA = 0.746 ACRES ( 6%) EX. PAVEMENT AREA = 2.260 ACRES (18�) (PHASEr1) PROPOSED BUILDING EXPANSION = 0.062 ACRES 0. 5�11 (2, 7 18 SF) (PHASE II) PROPOSED BUILDING EXPANSION = 0.023 ACRES 0.2%Y (1,171 SF) PROPOSED .PAVEMENT EXPANSION W 0. ACRES 1%) IMPERVIOUS AREA = 3.335 ACRES (26%) OPEN SPACE = 9.172 ACRES (74%) TOTAL AREA =i2.507 ACRES 15. NUMBER OF STORIES: 1 16. BUILDING HEIGHT IS LESS THAN 35 FEET. 17. NO CHANGES WITH THE IDENTIFICATION SIGNS ARE ANTICIPATED AT THIS TIME. 18. THIS PARCEL IS SUBJECT TO SDP 90-29 DATED DECEMBER 17, 1990 & SP-78-31, 19, THIS SITE IS WITHIN THE AIRPORT IMPACT AREA, AIA. 20. NEW CONSTRUCTION WILL BE TYPE 3B. 21. AVAILABLE FIRE FLOW IS 1,675 GPM AT 20 PSI RESIDUAL PRESSURE. H11_i-SOALE DRIVE TMP 61Z-3-10 VACANT BRANCHLANDS-FIRST LAND TRUST - PUD TMP 61Z-3--5C VACANT 6BUILDING EXPANSf BRANCHLANOS--FIRST LAND TRUST PUD TMP 61Z-4-1C APARTMENTS CONDOS .PUD TMP 61Z-A-EIC-4D BRANCHLANDS RETIREMENT VILLAGE PUD TMP 61Z-4 OPEN SPACE COUNTY OF ALBEMARLE PUD TMP 61Z-3-9 VACANT LOT 4 BRANCHLANDS - / IST ING STRUCTUR 0 R LADY OF PEACE, INC, R-6 Maw TMP 61Z--3-8 ELDER CARE am CONDOS PARKING EXPANSIO PUD TMP 61Z-4-21-26 LLOYD F. WOOD, RJR . � AMES M. LUCK III REUBEN E. 9 & PATRICIA E. WOOD & KARA W. LUCK NANCY B. MAINE R-1 R-1 R-1 TMP GIZ-1-9 TMP 61Z-1-8 TMP 61Z--1-7 RESIDENCE RESIDENCE RESIDENCE ALBEMARLE COUN-rY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to any construction within any existing public right-of-way. including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation MOT). 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 measures 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 ditches 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. Unl.ess otherwise noted all concrete pipe shall be reinforced concrete pipe Class III. 8. All. excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFA Part 1926) OTHER CONSTRUCTION NOTES 9. The! location of existing utilities across or along the line of the proposed work are not necessarily sho'on on the plans and where shown are only approximately correct. The contractor'shall on his own initiative locate all underground lines and structures as necesr;3ry. 0. Thie contractor shall the locations of all boundaries, buildings, vegetation and other pertinent'site elements. 11. Th.e contractor, shiill be responsible for notifying "MISS UTILITY" - 1-800-552-7001. 12. Contour interval = 2 Foot 13. Ou:.tdoop lighting is not proposed for the new parking spaces. Any new lighting installed on the building shall not emit 3,000 or more initial lumens or be a full cut off luminalre Any new lighting that exceeds this limit will require a site plan amendment. 14. The spillover of lighting from parking area luminaries onto public Zoads and property in residential or rural areas zoning districts shall not exceed one-half (1/2) foot candle. SHEET INDEX SHEET I - COVER SHEET SHEET 2 - SITE PLAN (30 SCALE) SHEET 3 - SITE PLAN (20 SCALE) SHEET 3 - LIGHTING DETAILS kA1`(-�a4 APPROVAL BLOCK k' D PLANNING AND COMMUNITY DEVELOPMENT ATE ni ENGINEERING 6 PUBLIC WORKS DATE k_2,yt,h ,helms �C!DEPARTMENT OF ZONING DATE BUILDING INSPECTIONS DATE FIRE & RESCUE DATE HEALTH DEPARTMENT DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE RECEIVED DATE JUNE 18, 1998 REVISIONS AUGUST 20, 1998 SEPTEMBER 21, 1998 OCTOBER 12. 1998 NOVEMBER 11, 1998 DECEMBER 10. 1999 SCALE N. T, S. Z 0 F--q < Cr U F-4 > LLJ 5 0 LLJ LL 0 CAE _j U M :E U 0 0 �% CD C) LLJ LiJ Co 0 N co LJ-J 0 > co -i 0 LLj U U If n "I-, CL X B F) T h 1-NITH, PE DN P. I'VIL EN(.)'1 NEER ING, INC GULF COURSE DESIGN S SSITED'�- T -GN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL: (BOA) 296-3644 FAX: (804) 296-2041 JOB NUMBER DWG. NAME SITEPLAN.PRO SHEET I OF 4 PLANNING AND COMMUNITY DEVELOPMENT 1 ll `t tt 1 EI°Ei� 571G - `� S8 '00 00'E r , F ,.._. i PKNS 8 . 33 _ qAO VIRGINIA LAND TR UST (' , . Ji �.-._..-- w•~,...., `.`"""D.B. 1016 P, 56 FLAT �` �•' .,,''' 4 __` ,r•,'' J •��t /' 1 LOT 4 � \ BRANCHLANDS r* �'W �''` . r` ` ,%r '� f _-� '` =� :� ,d =10 `4 9 ' 21 „ , \ t [€[€-,,,,-"• ./ ..-'a"' '-' /'' •�, J ,g .q / / y,1r•�j '.4 ::7,..�.:fl'.'... y:y, \ \::\.y ,, A=8 JJ� f00 t 1 { / - ' / .y✓' / ♦f f-45 E9 . 1€6 / Ri .-' .- l f'" "`"„� I '.,\..+.\.. ''' = ;.} •�f c_' ICJ} / ` A \\\ 1€ '/ F.-. ,% ,•^ .f' ! ! 1 A,.i'C' -„ ,/' _'�" - �Y /,--,r �'}J --' �,.J V _J �-1 .f 'S y S "",^.'- y,,,, - (`•l 1 �/ !` ,/� f •'/• t `-- f t TBC''`• f c `,. r�} .� \,� TQJC.. �1 E l \ FSt y4- "."w.'•••- A� /` ./ ,.,''"� •-' ` ; .l 461'''`�• '':�'t �' '�•;,.%, , 041,41 10 '' --'' .-•"''`f f,-'"'"` ,,,, '-� ..,/" � ., ;�„� `•` .,?ram �``•.,,,�... tt t -` %.'•J tl W ^r,,,,,r•""' J '`",. ........-...w-"-"`✓ �ghm,✓- E/' , f '� ` /„•,'°" .� �, f .a"i ..Y .C7� `+•Y'- ._. i. -: .+,. •.,,'+ " �..,�'.:..,,,,459..6 t � \ �r ,% �^� 4`~ � / ✓ ! P �„�.�' mil, � --M1 i7' TF ED -' ` t`� t 4 . '4 4 ,...+ COOL 1 N f..,. ``'-,,,, ..r t �.. `y ti - "' '.•„ 459.71 i4' - }�\ SOMH t r` t i' -; i .4•_ ''•. tt t f..` t + , . - l)! B Jr^n 4 59 . '.:1 ... '••` `�'�.. +r _ w t �� �w `, J �> s BB ILI TMP kO1 8 t t .,.y, t t... �sf 460 ,'90 OI �.; . l �; i l .," 1;...,..}- -. (- . s .✓ ,,a'r a T�3 i ,- F3A�IVK 7ntj tJl 4B9.�Q /59 ���; � OUR �ADY_OF PEACE INC. ,, E J 459.47v',. �1 D.B. I17 P. .395 �Ei .. / E3 ', 1 ..1 fl.B. 1109 P. 3�J7 PLAT ._wtOIL CAP / �� e.(6446C�.1B -60IL CAP QEi 49!tea/ BBRj�459,.6 , y i TB `460.3BGj,>-�,,Js460.39 1 At,, / / -� - c.-_ ANDSCRP' B0 e-t, ..tij ../ l h ",.c'TIESWOOD R .LCI C A J" E HEAT PUMPS 0 1 FENCE S D r+DNCRETE SLAB ..�• `.• � l _ 459.9 t ( "4 �h PHASE I I } ,,.r `' .J WELL r P It t t t � BU PING ADDITION/ 1 � � } � \ '� / ✓ -•/---____ �JP _l i �'} f t"��_.- ` t ` �; ` EXISTING EXISTING ' ' ' 60.0 { 448.92 - PLANTER SANCTUARY f460.40 1 -' T P'� `� ', t h TB+ ` Cr}�• AND POND AREA ! r -"`n� `� 7 i ► ry` IF ✓ n ,�'' r 0ca i 461 C-_:, j\\ T� D07 AC rJ;EE i,v. 1 ....- t•f ., ttw,.r ,..• `*..,,.,,,.. ._•______..._W_.....-.....W� / ,I � �C-^-\\'t f t4:..... f'Y� t �. � 1 -...•• ' ✓ `'" •-„•,,,. „M,,,,.,,.,,. • M. ,/'"".' ,,,,., `�� ; ✓ ,\ - ""'�(\'l,\ 1,, / % ,r• .*LP ORM -WATER FROM ADDITION-D �' \' �'... � �✓i � �Vq� �o r THEE M J.. M T ILL DRAIN INTO A RE-G�Ii1f�JAL � � � "�i �� ��`� � �/ � � BRICK "„t s \STORM WATER BASIN / kJALL ; xt LI{�H 1 EXISTING f !1J+.< fti t ,•l r PARISH HALL ` , w -,- ;: r4 fit:' 1"P ' Cam' C -E�-LP �ROOFJ EI:: I STORY BRICK CHURCH { `� �. N:�. OV-� HANG` '`�> �{ 4 46 . tpo t, lW00D _ = .�FjJRCH OF THE Th' �A ,NATT:ON ,� ,� �, y y, TREE T. 4C50 - M - 45.TFC90 460. 4, �� e5� �� T�tiwE Y`a.`Y �NEWI COVERED PORCHr- INV IN - 441.07 t t`1 `� �1.s', - ;c �C� DROP INV IN -- 449. 07 , x:. �., 3B t1� , ~ wr TFC •'� 461. W ,` t, �� f]r �` I' 4' -, ,/ f 459. u.E G; ,- 1�' 1-I.1.T t '' -'2 { o I Q • €"i L. -_m.. INV OUT 440.9 S✓✓ \' f r - TFC TFC lC'0 FF A61,8§ F�l.€'�l: 6 S��f �i[f'lk:..ra.^ LONG_ `"MF t C>C 460.07 AF INE WALK TOP - 455. 0 E` 1 ` ' iE " , r ..�f `�° 's,� w� H' l aE��: /� 4 � f T U OVERED PORCH ` `yti �4M�% 461. Q �' 1 t 4 •' rr '� .-! 1 �""" t'yJ� ..-•.__ _ ��..,� `, • ' • TREE _ rr." := :c•.z M IRV T*-- 4Al. l �B5 �41YS0 4 P . S . �� I TF C ' A �a'�~�/ , _ `��r= -,+ ,% 460.10,E _ NEW PHADE T;'; Rr` A- "4 C}) " ,! ""`" 1 -y TFC 1 i^s N t u, -;, PP �` ;4 �� 460.�7C-.._... _ ��.., BUILDING J r' R � ,+�.ao` �,.�'/ ;'" '� E �� . -TFC TDEN SIDEWALK} ADDITION RFE '` T-F33 �84 I �rFi 20 `' `,==�4a8.99 - ` . (2, 718 SF) t u TFiE,..-- A=163. 12 t r! � �, TFC �• /- � �'�4- t F H y� \, C=1SC. 'x' ! ( �;t �G�`+B.�`t7 TF'Ci 4i1, ! 0, 110' fREE-.���°� CB=N28 '09 ' 40 "'�d -� - J- E - ,, TFC .. tJ >. ALE V = 45S,5IE TF( 460.92 TFC 4t�0.�6 tz 1 :2 ( a �ANHOLE LVE IN BM m PK NAii. 460.9 460.62 TFC _ C� \ 461, 3 w_ __ E WV ( '��"'9�22 IN ASPHALT tt� + �.� w 4��1 . r � t � 461. 30 c 20' ACSA EASEME r, `I -4 p `--EX. SIDEWALKi ./ Q FC -` J S PLANTER 1 , ' iF A 41 06 TF��/�`l c� a y i I;._ OAI<: f TY TFC 60 , COfi C. A60 ti. a ,, y v & r� 4 EXISTING ,� c�� J A59,74459.53 %'\�. , f`'`�\,a C'a� cs7 �� E CLASS ROOMS w 460.34 _ TFC �'� G�}t�l� 4 461.. f 46O . 89 ' _ ` ATM' S L .� r �359.91 3.5 �_..t E},_)!.:V ") J� [ FC 1 4 ` 1 HT `tU A,9t 61.327 _ 1-2 OAK - +LP f 4667 t -YF, S ` T t IEE �� C�. SSS 1 A6 \y' +LP 1 F'EAR i c,-,460.66 I`. EE err I\IEW 4 WIDE - x TFC 459.96. _ SIDEWALK - 0. �`- "_ __--- --- Q IFS' .lid# t IR �EQ O G G � - f l4B TFC < BRANCHLAf�lC�S r [ TFC i 1CrJA gUILQI 1 Ja .} �t / RET REMENT 1 t 459.76 rO�tY �-` ;TFC 461..51 �E___- -- � t k 1 1 a• 461. 1 VILLAGE , ' 1 j ' ' � �• �•- 46�.�1 �11 12" OAII 6 D . 8. 89`3 P, :37A PLAT � ��s� �°� � t 4i 1.78 D.B, 991 P. 40 PLAT 1 ! ; � Q.�< D . B . 837 P . 390 rJ -r 0 C TFC � ) �� � � TF'C �f0 r)A::. i i s 4 .63 459.49 TFC - �` - t -b l u) 461. D. B. 797 P. 272 FLAT t _. - 159.11 ,t f:1ti7CVd�:Di_. / Wit•..% � t �• i1i y } `{.`�• t ` E4�9.FC:, 60 ! 36 U. K l Q) TFC TF C't 46 % I ntB } 1 J LIGHT 1 463 . _ _ 460f 7 r o 461. e TFC p�� 4t t J;.Al' f)Al,,ll rrF� - TFFcf 459, 26 .\' 4 i ,, S LP Q 52 �° J , 4 rri , TFC } y .�. "1 :,` -,t ----'"- � `•� `TFC -. 4 9. 0 � 46I � 2161, TFC TFC .., 460 : 0 _ 9 ~�' A 458.77 458.4 ;�T ...P ' �� � f CO��R�JJ COC�r A Y }� �i8.7 �`• .TFC FLED - 46C3.--- "~ T 459.4 BM = PK NAI �SDMH `� _, �`�� / TFC 4-5 .B. 42 , IN ASPHALT A�Jr� Is - �" , `` r 45§ .,06TFC_--- - __ `~ ` .`' `TFC1'` � F{{ T i TF Trr 461 .9d1 _.__ � F PA _ .,._�'� 457 . BE�r` r 49 , 12 Cy`� '� QFi. 1.Q2 TFC UGE 400 sJ TFCR C:x {r�1� ES1. 80 w r, 457., 96 JAR A r VE' PAS ------- c DI AND r,Rl� TFQ - - '$ 7..5 t -TFC Q60.95 IS `, ` i j" ARA 93 AFC'-� / 459.87 - w + CONCRETE - '.- FiEA -WALL, ! 4 0.30 - E"JJ�' t `" tVC►� a ES 42'``150OF3't TFC - �, i FC <<459.31 a �`" ®, _ _ �'' ra "'y f 459.2"� 13 NEW PARKING SPAS ` 1 - 9 x 18 TYPICAL 1 -� - -PLA'dGRJIJND AREA 8` --�#21A BASESTONE . �• 2''_ SM-•-2A ASPHALT T , f } f Cn 460.12 `C L P ,`1 Y-; 4rs9.6 J i 1 j r " (:.RAD-"C)RD r 1 t NEW ACCESS ROAD M} SEE PLANS BY 6LOECKNER ENGINEERING SURVEYING, X N-EW MEDIUME ,.SHADE TRE0 f � w I �• 9 NEW PARKING SPACES`''• � ..9' x 16' TYPICAL Al �;... 8"-#21 A BASESTONE qw 2" SM-2A ASPHALT l` E "IN H `-�\ t NEW MEDIUM ytC' �� . _ -_,,SHADE TREE SANDY tj VOLLEYBALL AREA tt � ..m• I,� G.-•- '-•.••. ..,,w, '"`"`'"., -eye) �.n, "� � ,� C`,S� • • .' I \\f � �. � , l SHEET FLAW DRAINAGE S'N INTO WOODS TOP OF,," BANK. ` - ;_ _ -.t r,4 ` �O�fJ `` '" •J � 1 DATE ,DUNE M 1998 REVISIONS AUGUST 20, 1998 DECEMBER 10. 1999 SCALE I"=30' H CD CE Ll u w L_l__. CE Q C m u u CD Q_ N •ri 0 -- Cn � J LLJ cl- CL cr- B 11T r'I � AN P.St MI I R HE `IVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTES`dILLE, VA 22902 TEL: (BOA) 296-36AA FAX: (804) 296-'2041 ,JOB NUMBER 98 -008 -00 DWG. NAME S:I•TEPLAN. PRO SHEET 2 of 4 WOOD 460.4 All OrATE �--IEAT PUMPS FENCE )�AND C*ONCRETE SLAB J > RP PHASE I 1 0 WELL E �jp p ING ADDITION L-- i I'l'. E - x�LD v- Pp EXISTING EXISTING 448.92 PLANTER SANCTUARY 60.0 TMP 61Z-3-1 /I TB+ AND POND A 4 -7. AREA + _E 12.507 ACRF �Ql 459.70 441 F' ... ... STORM WATER FROM ADDIiIONS BRTCj< WILL DRAIN INTO A REGTONAL 9, L I G H l' 6 l'l_'iEE r_'IN p. \,,,SIORM WA TER BA:D WALL ,I EXISTING f If PARISH HALL ... . ...... I-P A ROOF I STIORY BRICK CHURCH OVE lHANG/ 0 CHURCH OF w 0 _FHE INCARNATION Ou AFC 460.) _j C 49.-90 A", ✓I G H T -9. -E L P1 ,NEW W COVERED PoF 5 1 P T 459.9 461. I �_ Ll 460.67 459.3 461.38 Iq 6 0. TFC wl-+ I Ef- W [--I IT E r�ONC. Tf T I- r TFIC FF 461. 86 460.07 WALK -4-6 &-_lff 4 6, 0--�14 T F C-o 8 T R E E t+L P 459 9' TFC NEW OVERED PORCH - ------- VE 461.42 LIGHTING FIXTU A _6 Y'c c 46Q, R E-l,'_'_' T ,_LqlE�__.qlETAIL ON SHEET 4) V A, 9. 60. 4 s� -,460, x RE • B !�iE TFC LIGHTING\\,,F �E PHASE I ,-jW p 4 pe T R E E TFC (LESS THAN /,4. LUMENS) 4 6 0. ZU- BUILDING 83 B R", El F 0 R D 1� & a. ev WIDEN S I D E W.A.L.K ADDITION 8 TREE PEAR 460 66 T F C 458.99 (2, 718 SF) TFC 460 c T F `\\ 458.57 TF C T F 461. 10" TREE k, ELEV = 458.5 460.96 IN\ TFC 460 92 TFC VA VE I N BM = PK NAIL 460. 94' 1 460.62) NHOLE TFC 461.3 IN ASPHALT + 461 o 461.30 45C 7­ c:l kjEX.. SIDEWALK L 4 C'PLANTER lM TFC TFC IN 461.06 12 0 I I X EXISTING H H t t SD L P � N + Ily 6 M f E­ E Ay P A r) 4 0 Zt .11 - ^ '. /" 11 j �_l A 0 Lu �x 'o % t--, �en CLASS ROOMS 460.34 lir) A __1 N I ( -C 463. B TF bF TFIC 4 1.7LIGHTING FIXTURE _A______' DETAIL ON SHEET 4) 1_j 460.89 FC 461. co 1 0 1 1 HT 163.5\��✓-4- - I \ - - 463,98 61.32 1 A A 6 NEW , 4 WIDE , f _ _ \ ` `,� TFC 8 RRADFORD SIDEWALK )A �C_ �o BE 461. 8 A 459.96-' _c R A n c: PE inUGH j'y Eo V TFC ING D 7 co 4 6 1, TFC S CTFC 461.51 4 6F 1" � I \ "A oc,i< T-• 2O TFC 461. 76 459. 87 A 0 +L P TFC 0 JQ A K, CD 0 W 10 ( D 11 T F C 461 8 CD 3; 6 CAK Ll C.QNCRETE 6 B HE A D V1 At L TFC/ TFC LIGHT " 463. 4 6 0/,,, 7 461.6 co IF- 461-88 /, \,SHADE TREE NEW MEDIUM TFC 1 4 6 P- TFC vqALK 460.52 9 NEW PARKING SPACES"N, - AFC TFC TFC 9' x 18' TYPICAL 46 1. �21 0 459,0 f. ­1 2" NAV\, 8"-#21A BASESTONE p . .. .. ..... ........ r J ilAl N ...... SM-2A ASPHALT 460. 0 TFC 2 C"o Vp - V, 458. 4- FC 4 I ELEV 460. 8.75 S TF C A4BM PK NAIL ­ 59.� Q) TFiC till \ TFC " IN ASPHALT 0,j 4 5 8 6 TFE Ir TFC TFC TFC 461,94MEDIUM---_\ ­'J NEW TF� 459. 12 4 6 0. 8 EDG TREE T FC , '`,`SHADE�FRE 457.8&� ­�,_A 6 1. 4 2 TFQ 461.80 /> 457.S SL PE DI - 96 c TA,q AND GRAVE�U* TF 458.93 I , c: N C E IREES, TFC FC 4t 0 3 6 TFC"\ HADE T FC' TFC IJ 458.08 TFC 459.131 Q� 6AI ------- SHEET FLOW q6A 459.2 s s DRAINAGE 13 NEW PARKING SPACES` \,-.INTO WOODS J BASESTONE ------- 9' x 18' TYPICAL 8'-#21A PLAYGROUND AREA 2" SM-2A ASPHALT -�17 DATE DUNE 18, 1998 eI REVISIONS AUGUST 20, 1998 DECEMBER 10, 1999 SCALE I " =20' z 0 < CE < u, cc C_) F--� z > L] 5 0 u Lij _j cc .0 LLJ m _j u it u 0 0 rz, CD (D 0 LLJ i Ljj o (D m Cf� o I (D N 60 LJ-J 0 > 0 LL1 U u rr EL B f-I T ,_!AN Pl, SMI If PE VII I - ENGINEFRING, INC, GULF COURSE DESIGN SITE tS T D!F iGN - LAND PLANNING 105 ldrEro'T FIIGFI STREET CFIARLOTTESVILLE, VA 22902 TEL: (BOA) 296-36AA FAX: (804) 296-20AI JOB NUMBER 98-008-00 DWG. NAME SITEPLAN.PRO SHEET 3 OF 4 0 682- 7 t -HID-1 OOMH-RG BASED ON 10 FT. MOUNTING HEIGHT LAMP: 100W METAL HALIDE, CLEAR MEDIUM BASE LENS: CLEAR REFRACTIVE GLASS 4 3 NOTE: TEST RESULTS ARE INTENDED FOR USE AS A DESIGN GUIDE AND ARE BASED ON INITIAL LUMENS. VALUES SHOWN ARE BASED ON EMPIRICAL DATA, NOT CALCULATIONS; ACTUAL RESULTS MAY VARY. jr, ;11111 3 HEIGHT CONVERSION FACTOR 100-HPS 1.12 6'ry J 2.78 70-HPS .73 8' E1.56 50-HPS .50 10, 1.00 100-MH 1.00 12' .69 70-MH .61 14' .51 r . 540 .42 Using Conversion Table To adjust FC, use following formula with lamp conversion factor (LCF) and height conversion (HCF): FC x LCF = FC with alternate lamp FC x HCF a FC at alternate height FC x LCF x HCF = FC with alternate lamp at alternate height. Shaper Lighting. 1141 Marina Way South, Richmond, CA 94804-3742 (510) 234.2370 Fax (510) 234-2371 © Copyright 1994 c� I 682HID H.I.D. WEDGE DOWNLIGHT -LAMPS / BALLASTS +�`--1011 111 9�" j " 50W or 70W high pressure sodium, (medium base), I I I (120V or 277V). - 11" .50W, 70W or 100W high pressure sodium, or 50W, 70W or a } 100W metal halide, (all medium base) (120V or 277V). Note: For 8" size in incandescent, fluorescent, and 35W HPS lamping, refer to Spec No. 682 in section D. Fluorescent lamping is available in 10" and II" sizes by special order. 101 1 Standard Ballasts are High Power Factor (HPF) and outdoor rated. Normal Power Factor (NPF) are available - see "Ballasts" and "Lamps" in section G. Lamps not included. Note: See photometric data in catalog section H. MATERIALS / FIXTURE LOCATION U.L. listed for wet or damp exterior locations. Aluminum base metal is 10" used for pointed finishes. Solid bronze is used for natural bronze and verdi finishes. FINISHES - Diffuser: White opal glass (see option below). + Hood: The following are standard finishes: NBZ - Natural Finish Solid Bronze - weathers to a dark bronze patina. SOB - Semi -Gloss Black SOW - Semi -Gloss White The following are by special order: CC - Custom Color MOUNTING _- VG - Verdi-Gris Standard - 4° J-Box or stucco Matte point finishes not ring. For 1/2" conduit RG Lens Option recommended for wet locations. mounting specify siuffix C. NOTE: Metal halide version requires RG lens. OPTION Photocell, specify suffix PH. Call factory regarding high pole mounting. Clear refractive glass lens, specify suffix RG. SPEC GUIDE m @/IBEW LABELLED MgMr4VT HOOD SIZE OPTIONS 10 = 10" w FINISH JRG H = Pliotocell 11 = 11 ° w = Refractive Glass Lens (required for M.H.) SPEC NO. See notes 682 -HID-1 170MH' 120 NBZ-PH-C LAMPING MOUNTING 70/100 HPS C = 1/2" conduit 70/100 HP VOLTAGE No Suffix = 4° WP J-Box OW (1 4f 1available in 11" head 120 = 120V HPF mounting only) 277 = 277 HPF Shaper Lighting 1141 Marina Wal.y South, Richmond, CA 94804-3742 (510) 234-2370 Fax (510) 234-2371 Copyright © 1992 LIGHTING FIXTURE A 50 WATT METAL HALIDE LAMP IN A FULL..- CUT OFF LUMI NAI E , a � Wedge e o_ nlig . • �. ...ri i) .. .- �Ca1C?5 ,yllll .i?'i '1�) �1r; jtii"c, DATE DECEMBER 10, 1999 REVISIONS SCALE N.T.S. X MAN P, _MI111, F►[E IVIL ENGINEERING, INC GOLF COURSE DESIGN GI7E DESIGN - LAD PLANNTNG 1� E-D T HIGH STREET CHARLOTTESVILLE, VA 22902 TEL (30A) 296--36AA FAX: (80A) 296-2041 JOB NUMBER 8-'-008--00 DWG. NAME REV SELISP . RRO SHEET 4 0 F 4