Loading...
HomeMy WebLinkAboutSDP200600088 Letter of Revision Letter of Revision 2 2020-02-10 o5V A . I_'111lIllflll - 8 k`' IL ss. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 February 10,2020 Eric Wooley 210 5th St.,NE Charlottesville,VA 22902 RE: LOR#2 for SDP200600088; Glenmore Clubhouse Pavilion Tax Map/Parcel Number 093A2-00-00-001A0 Dear Mr Wooley, This letter is in response to the attached Letter of Revision Requests dated February 7,2020 and December 30,2019.The Department of Community Development hereby grants approval of this LOR for the following modification to SDP2006-88,depicted on the modified site plan and described below. 1. Construction of a pavilion roof to be placed on existing 3,300 sq.ft concrete pad 2. Removal of existing concrete steps and construction of a new asphalt drive(average 10' in width) leading from existing path to pavilion 3. Addition of hose bib and bollard lighting fixture alongside path 4. Associated water and gas line improvements as indicated on plan This change is noted in the attached request and plan.This is the second Letter of Revision for this site.A total of three LORs may be requested after which any further changes to the plan will require submission in the form of a site plan amendment application. Sincerely, 46„.„00., Jeff P.Baker Senior Planner Attachments: Letter of Request&Application Revised Site Plan WOOLLEY ENGINEERING February 07, 2020 MEMORANDUM To: 'M d ff P.Bakej Zoning Permit Planner Albemarle County Department of Community Development From: Mr. Eric Woolley, PE Woolley Engineering Regarding: Glenmore Clubhouse Pool Pavilion Letter of Revision SDP200600088 Dear Mr. Baker, With this memo,we are submitting three copies of the letter of revision site plans for the Glenmore Clubhouse Pool Pavilion at 1750 Piper Way in Keswick,VA for your review. We have coordinated with Buck Smith in Building Inspections regarding a complimentary review of the building plans. We have included two copies of the building and structural plans to be distributed to him. Please do not hesitate to let us know if you require any further documentation or if you have any questions. Sincerely, .;71- Enc Woolley, PE RECEIVED Fa' 0 ,' ?.- COMMUNITY Attached: (3) Site Plans DEVELOPMENT (2) Building and Structural Plans WOOLLEY ENGINEERING 210 5th St. NE (434) 973-0045 Charlottesville,Virginia 22902 WOOLLEY ENGINEERING December 30, 2019 MEMORANDUM To: Mr. Kevin McCollum Planner, Certified Zoning Official County of Albemarle,Virginia From: Mr. Eric Woolley,PE Woolley Engineering Regarding: Glenmore Clubhouse: Pavilion Addition Application for Letter of Revision Based on your feedback from our pre-application on December 9, 2019, and your subsequent meeting with County staff on December 10, 2019,. we are applying for a Letter of Revision to the approved site plan for the Glenmore Clubhouse. The purpose of the project is to enhance the existing outdoor concrete event space pad with a proposed new permanent.pavilion. The use would remain the same as its existing use as an outdoor event space. The space currently hosts large tents,and the new pavilion would provide.a permanent roof over the existing footprint. The proposed new pavilion would be open to air and would only require minor site disturbance to implement. The facility would continue to be,served by the existing parking lot at the clubhouse. Attached to this memorandum, please also find four sets of the plan documents for review. Please do not hesitate to call with any further requests or concerns. We look forward to working with you with this application. Sincerely, ---"---d-Taf . -5 Eric Woolley, PE WOOLLEY ENGINEERING 210 5th Street NE -;:�„r ;;(434);.973-0045 Charlottesville,Virginia 22902 Application for Letter of Revisions Letter of Revision =$108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: La::PI.; ri• I ;c .1,.., 4�; LOR to SDP200600088 Contact (who should we contact about this project) Woolley Engineering, do Eric Woolley, PE Street Address 210 5th Street NE City Charlottesville State VA Zip Code 22902 Phone Number (434)973-0045 Email ewoolley@woolley-eng.com Owner of Record Virginia Club Holding LLC, attn. Damon DeVito Street Address P.O. Box 513 City Earlysville State VA Zip Code 22936 Phone Number Email ddevito@affinitymanagement.com Applicant same as contact Street Address City State Zip Code Phone Number Email SUBMITTAL REQUIREMENTS: li The appropriate fee, II The site plan number that the change applies to, WI A request letter describing the proposed changes from the owner or authorized agent, li 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11-X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certi that the information provid n this application and accompanying information is accurate,true and correct to the best of my e and belief. , 12/30/2019 tgnature of Owne Ag Date Eric Woolley (434) 973-0045 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# 2 Fee Amount$ l C D Date Paid/0C/6 By who? 5-4A. - Y 10.2 L By ils2 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 4/23/2018 Page 1 of 1 1.Owner: Virginia Club Holdings LLC Atin. Damon Devito P.O. Box 513 Earlysville, Virginia 22936 2. Developer: Geobarns, LLC Attn. George Abotti 923 King's Highway White River Junction, Vermont 05001 3.Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 4. Parcel Information: TMP 093A2-00-00-001 AO (257.60 acres) Current Use: Country Club Address: 1745 Paddington Circle Deed Book 5056, Page 202; Deed Book 4926, Page 86 (plat) Existing Zoning: PRD (Planned Residential Development) Subject to the following ZMA: ZMA1994-00026, ZMA1997-00008, ZMA2001-00008, ZMA2006-00016 Entrance Corridor District Overlay Steep Slopes: Managed & Preserved Overlay Dam innundation zone (Not in proposed disturbed area) Watershed: Rivanna River 5. Building Setbacks: a. Front: Oft. b, Rear: 0 ft. c. Side: 0 ft. 6. Adjacent Properties: TMP 93A1-1, n/f Glenmore Community Association Inc. Deed Book 4803, p 80; PRD Current Use: Vacant Residential Land - Semi-public TMP 93-Al-E, n/f County of Albemarle Virginia Deed Book 4096, p 116; PRD Current Use: Vacant Lot TMP 93A2-C, n/f Glenmore Community Association Inc. Deed Book 3907, p 401; PRD Current Use: Vacant Lot TMP 93A3-0C-45, n/f Dale L or Nicole M Robinson Deed Book 4554, p 391; PRD Current Use: Residential -Single Family TMP 93A3-OC-44, n/f Robert J or Darlene Rotella Deed Book 1300, p 476; PRD Current Use: Residential -Single Family TMP 93A3-0C-46, n/f Jonathan E & Evelyn Eckert Perelman Deed Book 4969, p 161; PRD Current Use: Residential -Single Family TMP 93A3-OC-47, n/f Robert F & Theresa M Valiga Deed Book 1941, p 590; PRD Current Use: Residential- Single Family TMP 93A3-0C-48, n/f Richard G & Mary K Tabor Deed Book 5111, p 694; P RD Current Use: Residential -Single Family TMP 93A3-E, n/f Glenmore Community Association Inc Deed Book 3907, p 401; PRD Current Use: Vacant Lot TMP 93A3-D, n/f Glenmore Community Association Inc Deed Book 3907, p 401; P RD Current Use: Vacant Lot TMP 93A3-0G-11, n/f Donald K or Joan B Fry Deed Book 3169, p 248; PRD Current Use: Vacant Residential Land TMP 93A3-OG-10, n/f Denis Harold, TRS; Denis Harold Grushon Asset Protection Trust Deed Book 4185, p 215; PRD Current Use: Residential -Single Family TMP 93A3.OG-9 n/f Joseph L or Brenda W Graham Deed Book 1365, p 525; PRD Current Use: Residential -Single Family TMP 93A3-0G-8 n/f David or Anna Marie Witmer Deed Book 5149, p 761; PRD Current Use: Vacant Residential Land TMP 93A3-OG-7 n/f John A Jr. & Ruth R Dempsey Deed Book 5113, p 466; PRD Current Use: Residential -Single Family TMP 93A3-0G-6 n/f David G or Chellie M Mitchell Deed Book 1891, p 600; PRD Current Use: Residential -Single Family TMP 93A3-OG-5 n/f Shirley A Langley Deed Book 1529, p 173; PRD Current Use: Residential -Single Family TMP 93AMG-4 n/f Michael J & Mary R Coppola Deed Book 5078, p 478; PRD Current Use: Residential -Single Family TMP 93A3-OG-3 n/f Richard F & Mary Ann Mercier Deed Book 3540, p 278; PRD Current Use: Residential -Single Family 6. Adjacent Properties (continued): TMP 93A3-OG-2 n/f Duane H & Mary Elaine Bickers Deed Book 5161, p 584; PRD Current Use: Residential -Single Family TMP 93A3-OG-1 n/f Christen Rauscher Trust ETAL & Therese M Rauscher Trust ETAL Deed Book 3850, p 672; PRD Current Use: Residential -Single Family TMP 93A3-OM-1 n/f Ronald J or Dawn Mahoney Cottrell Deed Book 1805, p 529; PRD Current Use: Residential -Single Family TMP 93A3-OM-2 n/f Thomas A & Judy S Pace Deed Book 1806, p 215; PRD Current Use: Residential -Single Family TMP 93A3-OM-3 n/f Frederick J & Dorothy R McConville Co-Trs of the McConville Family Trust Deed Book 3197, p 348; PRD Current Use: Residential -Single Family TMP 93A3-OM-4 n/f Thomas A & Carlene A Muto Deed Book 4824, p 309; PRD Current Use: Residential -Single Family 7. Proposed Land Use: This LOR proposes to replace an existing concrete tent pavilion pad with a permanent open structured event space pavilion. 8. Maximum Building Height of Proposed New Structure: 25 feet 9. Impervious Area: Description Area Existing Removed 406 sf Proposed Asphalt 3,966 sf Proposed Stone Path 511 sf Net Addition 4,071 sf 10. Parking Statistics: Required Parking: 1 spaces per 75 sf assembly area Total Spaces Required: 42 spaces (3,160/75) Existing Parking: 285 spaces No changes proposed to the existing parking spaces GLENMORE PAVILION 11. Datum and Survey Reference a. ALTA survey data based on survey from Roudabush Gale & Associates sealed on 5/29/18 b. Topography data is provided by Albemarle County GIS. 12. General Construction Notes: a. 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 (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govem. b. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. c. 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. d. All slopes and disturbed areas are to be fertilized, seeded and mulched. e. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. f. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. g, All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. h. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 1. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). j. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design in addition to the separate building permit, k All water lines, sewer lines, and fire lines from the main structure must have a visual inspection performed by the building inspection departmemnt. Conceptual image provided courtesy of David Hamilton, Ceoborns, LLC 0 C 1.0 Cover Sheet ME C2.0 Demolition Plan EM C2.,1 Site Plan EM C3.0 Site Lighting Plan Filled Box Indicates Drawing Included in Set Albemarle Co. Dept, of Community Development - Current Development Division DATE Albemarle County Division of Fire and Rescue Albemarle Co. Dept. of Community Development- Inspection Division DATE W. VICINITY MAr APPROVED by o lbouraris Coup r yedmmnr4y Dswalopmient Dep-winlent: fO­20 WboLLEY ENGINEFU1tING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www. aolley-eng,cam Prepared For: Geobarns LLC 923 Kin g's Highway White River Junction, VT 05001 Z 0 Cie ®V) LIJ < oe < CL LK :E LL1 0 < Ui Job Number: 19170 op P. Date: December 30, 2019 Revision: February 7, 2020 copyright (p 2019 by Woolley Engineering N. WO oLLEX E' NGINEERING �� � s — — - — _ LP —, — — - — — Consulting Civil Engineers 210 5th Street hit Charlottesville . Virginia 22902 � � APPROXIMATE LOCATIONS OF v'), w ww w olley com SAW -CUT AREAS FOR REPLACMENT ��y Prepared For: OF CONCRETE PAD FOR PROPOSED { LP 92� ngsFRghway NEW COLUMN FOUNDATIONS (SEE White River junction, VT 01%01 STRUCTURAL PLAN FOR EXACT TYP DIMENSIONS)I LETTER ` OF VISION Ln EX. CONCRETE PATIO � (TO REMAIN) MH LP REMOVE EX. CONCRETE WALK AND STEPS (DASHED TYP) co C a% -1 .� V) LU EX . CONCRETE PAD lllll I I LU Ile < c (TO REMAIN) ®�® i ! ®®®� L1Jsl�_ LP 7/771 I I Ljj 4, LU Ed J I I AOVO COrnrrar.crrlty Dwalopt-neat Oepawthent t 2. f -Z Q� I (PALS) 81..E IFile Ell I I _ C Qj -— -- - I I LU I I Z . I I EX. WALK I I I I I I LP STAIR! _ ` LP LP\q l--------- STAIRS® MH , LP ' EX. CONCRETE DEMOLITION -- -- _ -- PLAN LP >b\ LP Job dumber: EX. POOL ccoLP ° MUC `f W. LP � SIC NO. 3700 EX. WALK EX. 01 06 2-7-2020 �i sWIONAL @ 9.31 9.31 Date: December30,2019 `E.. CANOPY- c Revision: 88 e., February 7, 2020 LP LP Scale: 20.0 _ ta' a 1a' 1 „ 10' I - CD SCALE: 1 ° 0 10' Sheet No.: EX. POOL HOUSE UPT UPT U20U Of copyright ® 2019 by Woolley Engineering i I co co 09 f � MH RAIN BARRE OVERF OW IE-IN TO EX. STORI�WITH LEA - (TYP. EAC C Rf T HQSE BIB SEE RCH.) (2} LOW -VOLTAGE CABLE LIGHT POLES (OPTIONAL) (2)' DIAMETER FIRE PITS, NEW STONE WALK WITH EDGING (TYP. EACH SIDE) 0 /F—R8.5' nn r+ l Ii lNCYV r/AV lL1%_,;lN 39' —LLLLLLLLL � EX. (�O REMAIN) P � �� 4'-6"PVC a sraIRs �X c. P b LP EX. CONCGE,7� LP ©o EX. CANOPY 0 EX. WALK STAIRS M LP C-i A l T 0 LOCATION OF EX. LP BATHROOMS LU LLJ LL X t\LP w DRIVE ACCESS (ASPHALT OR CHIP/SEAL) LP BOLLARD LIGHT (17 TOTAL) TYP. 101 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE LP Charlottesville . Virginia 22902 (434) 973.0045 www.wooUey-eng.com Prepared For: Geobarns LLC 923 Kings Highway White River junction, VT 05001 LETTER F APPROVED REVISION by ths, Albernarle County Community a velopnient Deparityient Date File CC > LLJ �- (y) LU w 0 ®l QLL O LU 4) >_ I® U LP SITE PLAN HATCHING REPRESENTS LIMITS F TRUEGRIDE VYLOA®TURF REINFORCEMENT MESH {TYP} co R30' EX. 01 co CD cu EX. POOL HOUSE NEW PROPANE TA, K. I OIL K " --R30' SCALE: 1 " ® 1 0' UPT UPT Job Number: 19170 lme` op C _ !`_A Etc W. w©vr" MC. NO. 37084'�_ 2-7-2020 PONAL stogy Bate: December 30, 2019 Revision: February 7, 2020 Scale: 1 " = 10' Sheet No.: =1 copyright O 2019 by Woolley Engineering II EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) a❑� CONTRACTOR SHALL VERIFY BOLT PATTERN PRIOR TO POURING. (SEE MANUFACTURER FOR SPECS.) ��. � ' ``- "- `- `"-` � - ��_ _ � SCOOP "I "! ' ' L �L FWAC 1 V 1 ` p _ . ___ _. __.___ 4 ` (N _. _ _ WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 923.0045 -- _-�-- www.woolley-eng.cam LIGHT POLE BASE ONA FIXTURE B - (OPTIONAL) `� / _ _ __ -- - m- j �- - _ _ _ - - _ - - - fixtur@Tye Catalog rjumbi:-r. Prepared For: HANDHOLE TARGHETTI LOW -VOLTAGE �' CABLE LIGHTS MOUNTED TO 9 j '°' 4 + J _. _.____..__-.__ , __._._,__ .._..._-. . _- GeobarnsLLC 923 King's Highway GROUNDING LUG B-1 PAVILION AND POLES. B_2 I "' - - - White River 05001 junction, VT #8 BARE GROUND I { WIRE IN Y2" HEAVY SQUARE ALUMINUM COVER PLATE W1 TYP. GALVANIZED ANCHOR BOLT ! WALL CONDUIT P.V.C.G LETTER 2" #4 VERTICAL KEBABS, 6" O.0 #3 TIES ,� - �, i I i I _ t' ' APPR 1.�EL by Ito Al erriarle Count y € i i I t € COi�lMUnity Devellapatent Deparli' en i�te 2-1o`Z� OF I I I I w�_-a File 2 ,�L�� �� REVISION 2411 II INSTALL ELECTRIC WIRE I ---s . I AND 1" (TYP.) CONDUIT MIN. i I, T FEET BELOW GRADE I j t 5/8" X 8' = COPPER -GLAD 8" L� J � 0,04 0.32 0,59 07 01 I NEW PAVILION I t � I i I5 PRODTDr}TI� .. Im+mar rri bt rt�s sad rr��:}� Itua�rr.zt.3ik pi�.�t�iaca�tz,r4 nvi-Till€;rtittilloir7 f l r t 1 Mpzte a-1'.Wf_,Tr'an5ky.rrivermia.lulred) GROUND ROD R(�11N0 02 0,1 «0,27 03 001 , , , , + { + + , + , , + + , , P�'w. 7.�,r+�; G�' top bo tktna. UP � t� MIN. A 1 1 " TYP. 1,2 D 02 i + i + I t i ( ��e3 lrfr4 a i L FtriS : t r�� �1 aW r €I ^qu a jF t� 0lLife; 1�+tDrtlttf> �71mmim� �rr1't rlgnrr��anYy ALL .SIDES I ® A,2 1, D 02 �,Il �j i I rye+rr� 13tG'Itfia�nrrxr a�auuRFrIS �r_ta sur it lul ,, Pa}w-�� ORNAMENTAL LIGHTING SUPPORT POLE PEDESTAL L I 0,01 A A 4 1.54 ,18 D. 02 0�,111 D,01 I D,01 , + + I ULrk}i ISidiLi,d;liar: 15fi1iw*9':It��?''d �Hrt54 ilak.ljfo-':tt, B N.T.S.,0 _ t D,01 D,02 p p,3 1, 03� 0102 I 0,01 0,01 &fiz19cS Ll�e: i I,t;h�ur E Itrl IStll ]rilt , (rr t"v drur'�rgi n cr, --� .�-IK �,0 � p A 4 162 p. 3 p, 4 �. 6 p.04 p,03 p,01 p.01 � � + t t , + , + , a t t + , a'1u�4�f l � f i. 1}Ar0?R"•1 r-9s �t ;�yxgp. _.. t 3�g: ts, era ,.� I, �iri EdiJi - %Era t rr . Jim ._. ... .. ��nr�r •LIB D.O1 D.0 0 0 p 32 102 ,5 D,13 22\,,l Z3 - D,01 D101 A.03 3 .34 , 9 ,8 ,20 ,/..// 0,07 A,02 D,01 0,01 + °, + , , , , t - - - - - - � - - .� - _ - - - _ 06 ,02 ,0 , 1-� } I ---- - - - - - .. , . r� t� _ � � x D.01 0,02 0,04 4�a 11 26 A.1 -_ �l `•`....-.,,e.,.,�_ � _.69 D,45 D,06 0,03 A,02 0, 1 ..°- ;�1 _ --� t--•�.,.,,w 23 ..tip na -if D,01 0,01 0,02 D,04 0,05 R04 13 A-7 D,6 1� D,14 D,04 0,03 D,01 0, , , + , , t i A-3 .� � �� I Q Q) t ,01- Q1- �l- 01 � ,0-1-. .Q 8 4 25 10 EX. DI 1r+1 I + t t D.01 D.01 D,01 D, 1 9 21 f .. 1 ' I p,01 4 D,14 �, A,57 p,01 �'��[hN,fih�inr�-�c+rR'9 FY�i�c��l�?;�'kv�#�ar�€r�tsi�z€,�l��rat�tu�� FMno(SNA15�r:.as0R �ar�wrt-� PaklxL : �'Wn�fi�ai�iinf,�I�uJiu�r.n��r 1Y�ak�ar�iatai�+!ailat�-�vr�t�� 16rx][M ffhUilr�tr1 17 nkcitIImkIAuarua I _ u- ,02 a , , , I, + , A®g Y F4:4 I5'I �� �P�%u IzAi��A�t Iwgt-ar' f. e,DI 'aD 1,.(Ifr§ SFtwcjS,�:r� GA A,01 �, 0,0 0,47 10 .02 D,01 F�...1'.. CI�tt1.E.l�{�.� ��rR��irP� rY. �' �...�ddi I.r r1=rtt is "'�NJ r!� ,�.�.dl 11:� irt14. �'"1 �:�`�€^E t.:� t9t. !t�id" #1Rt1': '�,� ,T.i.. S ii le EF �ri 1.1=Y?tf �F° 2�� �Gt�Akl ��t.r,�'�? E€ttT�'�,F115C•ilal t-.EtlSrwr €Yo1."�AYl5it1� ,�-10 Q.01 D.04 D.14 03 D.01 D,01 , , t , { , + D-0 ,04 0.19 1 ,40 ,05 .01 ,01 ! _ (A-1 1 I�-yv (� D,01 �, ,02 0,08 D, ,07 D,02 0.01 , + D,01 .02 0,06 D,5 1.04 ,0.16 D,03 0.01 , , , 1 + t I i I + + , + + + , , + D.01 A A,04 A,19 ,01,59 .15 0.04 0,01 .0,01 + , , + + , , ' , , SITE I� 6 ) LIGHTING t , + + + , + , + , ��9 0�11 ,09 D,58 A,08 0,02 0,01 , + + 1 t + , A, _ 02 D,08 p, 1 .0,53 .07 0.02 D,01 ° �P PLAN A 13 + + 4, _ `�. 01 .01 0,05 0,4 1.,47 D,18 A,03 D,01 , , j . + + + + Job Number: , { + + , , , , i 01 04 D128 210 ,04 A.O1 0,01 , + , , + t + " 19170 ,� + , + , + .01 A. 3 D,099 0.58 0,08 D,02 D,01 + + `. + , + + ,01 0,0 D,08 D.4 1,87 .17 D,07 D,01 D,01 g / ® �p + , + , + 0101 Al 3 D,08 D. ,25 0l D,01 + , + + , , �-'�' e V. WOOLLKY Am 1 D,01 0,02 03 D,15 0, D,55 0,24 0.05 D.01 + t t + t + SIC. No. 3708 � 0 2-7'-2020 10 t t , D,O1 D,02 0,04 0.08 D,56 7 4 ,08 D.02 D,01 , , { t { , D, 5, A, A. D,08 D,O1 D,01 , + ,�.4 Date December 30, 2019 t t t t + D101 0102 108 �8 D,04 � , , , t t '`� Revision: February 7, 2020 q Scale: tie' D 20' 1" = 20' ® ---� - _� �•r ___. 4y� SCALE: 1 ° = 20' Sheet No.: `` -b, PHOTOMETRIC DATA (fC) 4 of copyright @ 2019 by Woolley Engineering