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HomeMy WebLinkAboutARB201700005 Plan - Approved 2018-05-22RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT PREPARED BY: ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg,VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com 9 OCTOBER 2017 COUNTY PROJECT #: S D P201700062, S D P201700005 LEGEND VICINITY MAP I Scale: NTS SHEET INDEX W WATER LINE (EX. / PROP.) WV® WMO WATER VALVE / METER FHA FIRE HYDRANT YH-& YARD HYDRANT BOAe BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) COo CLEANOUT MH MANHOLE SDI STORM LINE (EX. / PROP.) DI E-'01 STORM INLET YD® YARD DRAIN DSo DOWNSPOUT G GAS LINE (EX. / PROP.) GV® GMO GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPO POWER POLE LP* LIGHT POLE GUYe GUY WIRE EM o ELECTRIC METER T❑ TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED❑ UTILITY PEDESTAL SWM / DWM o/63 SINGLE / DOUBLE WATER METER GV X GATE VALVE BOA o BLOW OFF ASSEMBLY c 0 V 7 ate-. N 0 U 0 0 z a 0 00 0 N \ N Ln — - - - - — BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET -- - - - - - -- SETBACK LINE EASEMENT LIMITS — - - — CENTERLINE 670 CONTOUR LINE (EX. / PROP.) <--3:1 (--2.501/o- DEGREE / DIRECTION OF SLOPE 479.70 + SPOT ELEVATION HP HIGH POINT LP LOW POINT - - - - DITCH / SWALE _ = WATER COURSE BM* BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TER TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED is I fillopp rigCenter en �a I.J.Maxx 6 Piatos Closet Charlottesville Garden Spot O Jo -Ann fabrics and Crafts 6 5�a GC �oR a� die SITE �a`\ �� Colonial Auto Center 0 BNB Storage Solution Center ■ fill Goodwill Store and Donation Center 13 .ol Indian Bazar Seminole Trail to Volunteer fire Sultan Kebab U-SIor-It Northside Library o` 0, �a a 6 l'J 7J °^ Enterprise Rent-A-Car ;o N Image provided by GOOGLE Maps SHEET4 LAYOUT PLAN SHEET4A PHASING PLAN SHEET5 GRADING PLAN \ 11 1 ■ \ �l�l� � , . , SHEET8 ROAD PROFILES AND TYPICAL i MA I M1 M ft EffivE 0 KAMM W t. PROFILESSHEET11 STORM DRAIN 1 ■ \ ■ 1 ►1 a 1 SHEET 12 UTILITY PLAN SHEET 17 LANDSCAPE PLAN SHEET cur-r-T 17A I o SUPPLEMENTAL LANDSCAPE PLAN I A nlncr%n or- n1=TA II c SHEET 19 PHOTOMETRIC PLAN SHEET 20 LIGHTING DETAILS SHEET C'LJCCT 20A 0-1 LIGHTING DETAILS C%1-rr' r-%r -rA II C SHEET QW1=M:T 22 7Q SITE DETAILS CITE rlC:TAI REVISION HISTORY REV DATE DESCRIPTION -- 2/8/ 17 -- 6/ 19/ 17 -- 3/26/18 -- 5/0 3/ 18 APPROVALS BOS ACTION- APPROVED MSPA- APPROVED REVISIONS PER COUNTY COUNTY COMMENTS SHEETS REVISED NONE NONE ALL NOTED IN INDEX ALL NOTED IN INDEX ��p,LT�I OF Steven W. Edwards r' Cert. No. 0931 � U 10-9-17 1 H 01, , /. � 7 Alan G. Franklin Lic. No. 35326 --i 10-9-17 ti= () X A L PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT c 0 v 4- 0 U 0 0 Z a 00 0 N N Lfl \ NOTE: GUARDRAIL SHALL BE EITHER WOODEN NOTE: ALL BUILDINGS THAT � \ S. 1. STOREY STREEGUARD OR A VDOT WILL NEED A SPRINKLER NOTE: REFER TO STRUCTURAL \ \ 0 15' 30' 60' 120' WEATHERED O ODER SYSTEM SHALL REQUIRE AN GATED GALV. STEEL ATDEVELOPER'S \\ WALL PACKAGE FOR EACH EXHIBIT ON SHEESEE SIGHT N 23 \\ DISCRETION) GUARDRAIL; SONOTUBE APPROVED FIRE DEPARTMENT \ ag \ COORDINATION FOR ANY WOODEN POST MUST CONNECTION PRIOR TO / WALL DETAIL AND SECTION ` o \ BE DONE PRIOR TO PLACEMENT OF GEOGRID THE GARDEN \N \ ASSOCIATED WITH ANY ADJACENT RETAINING INSTALLATION Fi A // �= Z \ WALLS TO ENSURE STABILITY AND STRUCTURAL ♦ / \ T NOTE: VISIBILITY OF ALL SPOT ASPHALT TO 21 \ 14' GRASSPAVE AND/OR INTEGRITY IS MAINTAINED. FOR INSTALLATION \ -p O DETAILS ON THE S.I. STOREY ♦ / \' ` ` �° MECHANICAL EQUIPMENT REMAIN BETWEEN Z\ins \ GRAVEL EMERGENCY TIMBARRIER-STREETGUARD PRODUCT CONTACT ; Q FA-2 AND STREET \y \ ACCESS; EASEMENT IS 16' MANUFACTURER AT 888-934-1605 ♦ \ \ FROM THE ENTRANCE \� \ WIDE. SURFACE MUST ♦ / \ \ \ �' m \ MEET FIRE/RESCUE AND/O / �� v, / CORRIDOR (RIO ROAD W.) v� B / \Z \ COUNTY MIN. STANDARDS 23 ♦ / �CJ\ ��� SHALL BE ELIMINATED. N40°51'24"E \m tk \ NOTE: LOCATION MAY \� 69.58 \\ CHANGE TO A DIFFERENT N21054'42"E - \ LOCATION IN THE FUTURE + / \ / \ OG� \ \ THESE (5) SPACES ARE 90 19' ``F� \ THROUGH THE APPROVAL STA. 15 03.40 ♦ / \ �N� �L RESERVED TO ♦ '� -� \ ♦ / ♦ / - '� OF A MINOR AMENDMENT 0 \ RESIDENTS ONLY p \ $� R=2.5 ; \ �2� \ \° GRAVEL OR GRASSPAVE Z\ CONCRETE \ ��� ♦ / s TYP. \ �O� THIS SECTION BETWEEN ♦ \ PAVING \ O ERLA ♦ o \ / �� \ \ L \ LI ITS, T °3� / o Lr \ \ FA-1 AND FA-2 / LOADING PR P N2o // PERMEABL \ \ ' SPACE y n \ \ OS ♦ EO TYP. ♦ PAVE \ \ \ L=54 , N18°49'29°E (SIGNED) tx DUMPSTER �' t a / �� -ION 26,0° / / \ �,.\ 13xp0 R= 3 ` 34.97 .� �s \ENCLOSURE NG _, \ J _', LOT 4A `� \ „� ® N07°44'1 FE ♦ ♦/ P \ ♦ r _ c� jV� / RETAINING \ \ \ a ♦ ♦ / , k V_ ® ® a WALL; TYP. RETAINING ' / CHAINLINK WOODEN 14+00 PAVERS R=5' PERMEABLE \ WALL STEPS f '000/ ° �'x p ` \ FENCE/SAFETY GUARDRAIL, S46 49 37"W =17 RANSITION TO VDOT STD. p ♦®; RAIL, TYP. K J TYP. SEE NOTE 41.09' =3$ 00 ® CG-3 AND THICKEN SIDEWALK ® GRASSPAVE THIS / I 18 =6, ° e ��, 21 ON THIS SHEET \ E SIDEWALK TO BE 22 TO 7" AT EMERGENCY ACCESS ® SECTION BETWEEN,, / I (4) TD. PA ES \ 21 0 RELOCATED AS A 1 o� Q° _ _ FA-1 AND , I PERME BLE \ \ CROSSING - °. \e ♦ p��s CKERSON C � PAVER �LO KS 15 ° \ RESULT OF THE NEW ♦ BLDG. / PARKING SETBACK_ sz ��. �' I I OLID R TURN LANE. SEE -i ��� / 10/ % LOT 6 I BANDIN \ VFH DETAIL FOR DETAILS: '�� � �� � I ° TY \ � \ PROPOSED 13 13 \ � POTENTIAL I D Y TURN AND AREA �` I 8 m �KNOX BOX FOR z -D y LOCATION \ TAPER J \ ♦ <. (SEE ARCH.) I FUTURE I w \ V,. --*--PERMEABLE ♦� I � '0 ° , TOT LOT � ----------- ---- - - - - N PAVERS I w a BLDG ■ a FLUSH CONCRETE CURB p� \ RE TRAINT A ALL \ ` - ' AS HAL /PA ER \ j � A st \\�� R 5' o0 13 INT RF ES, TYP. 13 f \ \ +/- 540' TO TYP. / 0 25 = BLOCK 1 \ \ MEDICAL W / <o I FLAGP LE s' \ SERVICES OF AMERICA 1 CURBING G 0 A , \ FOUNTBY H RS CD ENTRANCE •� 8 ®�®® - �, � r o 6,--�-'r-�-:-�-�-; r�-,�-=�-�- � , °, ". v EQUIPMENT \ F ®®® ®® � POCKET ,\ a:' m ` o I °' } SHALL NOT BE -12 BUMPER W PARK B , o ' P C{► ET HIGHER THAN \ PE' ' BLOCKS, TYP. n 1 I I PARKING o, \ B PERMEABLE PAVER R 62' STE S P A R; TY THE SCREEN \ 21 I ��' I ® e I a. SEE ND CAPE I ( )W WALLS OR BESTREET BLOCKS WITH SOLIDER E A CH F R OPTIONVISIBLE FROM (3 BANDING COURSE, TYP. ®® STOP 21 . DETALS'IO PARK 18' 2 18' .5 12.5' NO LEF \ SIGN; TYP. _ , nQ I 1 � I .. '.:'.: '' THE ENTRANCE �_^ , • � - z = 8 ®® (R1-1) TURN LOT P' P' TYP CORRIDOR; TYP. SIGN I STA. 13+36.31 NICHOLS CT = - CG- 6'4 TYP. •' 60' \ fV I \ R 20' STA. 9+90.00 ECKERSON CT 2C N 12C - _ _ I R=5' (R3-2)o ° TVID P�4TI W R 25' MONUMNENT o °. s. c.n ' 2 ' :5 _ CN 1 G I fV I I CURBING I 1 t- I� y I w ou�) pi Uj 1 N CHAINLINK 1 I FENCE/SAFETY 1 RAIL, TYP.eK e I 22 21 C'VI LLE HEALTH AND REHAB CENTER PARKING DATA: Z I � I 1 � 1 I NS L I � I c 1 I cfl 1 I II II CONCRETE PAVING L 22 DUMPSTER ENCLOSURE 1 A I 23 SIGN (BLAKE = - CG-12 + KNOX BOX STOP SIGN R=1 a LOCATION (R1-1) o ST EET R=2 ' TYP. (SEE ARCH.) hI'''''� ... ,°. L o SIG TYP. CG-12B o - STOP SIGN CG-12C CG-6 q 30' FLAGPOLE �: 25 MPH SIGN (R 1) CG- (R1-1); TYP. 12+00 8 _g 15+00 14+00 NICHOLS ASPHALT 13+00 S46°49'37"W • ° _ _ y �- .. R 56' COURT B PAVING 333.96' 8 CG-6 CG-12 CG-2 PT 25 M SIGN TYPE 'C'; TYP. - CG-12 _ FLUSH CONCRETE CURB TYPE 'C' R2-1 I 2 94' 14 97' 7%.73 I 0EDIAN SI N MO (R4-7) �S G �G-12 RESTRAINT AT ALL ' ' 21 _ T�YPE'C _ _ _ ° _ ASPHALT/PAVER STOP - INTERFACES, TYP. (R1-11 4 R-15' I 275.08' BUMPER ; BUILDING BLOCKS, TYP. R 20' e I 22 DINK ° •.: ® BLOCK 5 ®® w ®® I mW �.n d•` IN CURBING o w LU 8 w '•" MEMORY CARE COURTYARD a ° HANDICAP SIGN; TYP. •.� I1 t ® ®® R 90' HVAC CONDENSORS WITH PREFAB. ®® IN ® CONC. PAD BELOW, TYP. EQUIPMENT I ®® SIDEWALK; SHALL NOT BE VISIBLE FROM THE • a- TYP. ENTRANCE CORRIDOR; SEE : I J I eq ARCHITECTURAL PLANS FOR w 21 SCREENING WALL DETAILS \ 28.02' 1 24' {1` • • R 32' P RM ABL °r° tPtME BLEPAV 13 a \ RSUR5,.VE S ° ° • a �� i BLOCK 1 & 2 UNIT TYPE # OF UNITS REQUIRED PROVIDED APARTMENTS 2 2 - 3 BEDROOM (2.0 PER -UNIT) 16 32 0 COMMERCIAL (13,680 GSF) 3,4 0 110 96 TOTAL 16 142 96 BLOCK 3 UNIT TYPE # OF UNITS REQUIRED PROVIDED COMMERCIAL (9,274 GSF) 3,4 0 37 23 TOTAL 0 37 23 COMMERCIAL PARKING CALCULATIONS: PER BUILDINGS A& B PER BUILDING C FOOTPRINT 7,200 SF FOOTPRINT 4,860 SF COMMERCIAL AREA 14,400 GSF COMMERCIAL AREA 9,720 GSF MINUS PERIMETER WALL 720 GSF MINUS PERIMETER WALL 486 ADJUSTED GSF 13,680 GSF ADJUSTED GSF 9,274 GSF 80% (NET TO GROSS) 10,944 NSF 80% (NET TO GROSS) 7,419 NSF SPACES REQUIRED (1/200 NSF) 55 EA SPACES REQUIRED (1/200 NSF) 37 ■ R �5' la I� w 0 Z_ 0 J 00 M w 0 ,j. °f BUILDING SETBACK WOODEN CHAINLINK S46049'37"W 439.51' GUARDRAIL, FENCE/SAFETY TYP. RAIL, TYP.eK 22 21 TRIP GENERATION: BLOCKS 4-5 UNIT TYPE # OF UNITS REQUIRED 1 PROVIDED TOWNHOMES 5 1-CAR GARAGE (2.25 PER UNIT) 6 13.5 17 ASSISTED LIVING 6 132 BEDS (3 SPACES PER -BED) 120 44 44 STAFF - - 50 ADDITIONAL PARKING - - 6 TOTAL 126 57.5 117 GRAND TOTAL 142 237 241 1. Guest Spaces are not required for units when parking is grouped together (i.e. Parking Lot condition). 2. Apartment parking to be accommodated in commercial lot as "SHARED PARKING." (1) space for each residential unit in Blocks 1 & 2 will be reserved and signed permanently "FOR RESIDENTIAL USE ONLY." 3. See commercial parking calculations on this page for details. 4. Based on the approved Rezoning (ZMA-2007-04 & ZMA-201600015) a Parking Waiver was granted. This parking waiver allows for a reduction of 41 spaces. 5. The site has 6 townhomes with 1-car garages. 6. The proposed assisted living building assumes 120 bedroom apartments. Equivilent to 132 beds (1 space per 3 beds). Additional apartment and/or beds are permitted provided the minimum parking is provided. Provided spaces also include the assumption of the need for an additional 50-60 spaces to accomodate both staff and visitors. 7. Parking shall be shared between all blocks within the development and with any offsite shared parking agreements. le i 01 r� - FOP- .' cLRR 5' _-- w PATI + ST P SIGN R=25 a O \ PERMEABLE PAVER I 13 (R1-JCROSSWALK; 14 NP 1); TYP 11 z 60' TYP• \� BLOCKS WITH ANDING I 5' HIGH RICK SCREEN R-5 I I LO SOLIDER B! \` U SE, TYP. RO ND TYP. I MECH. QUI MENT AREA I 12 13.o° eD S THESE 8 �8) SPACEBLDG. 6.5 • Z1' • FRON \ BLDG. SETBACK ESE EDTI I RESIDENTS ONLY B I 4 +R 1+ R 3' TED ON WALL e .' I I N V BLOCK 2 I BLDG. I n� I Q w PER EABLE, HANDICAP I CI. a- I P VERS SIGN; TYP. I BU PER BUMPER = I BL CKS, ,j P. BLOCK 3 BLOCKS, TYP. a- I KNOX BOX B B (1 LOCATION 2 CD ;.'• I 2 ONCR TE (SEE ARCH.) I PAVING - I ♦PERME BLEB I I I STEPS N 28 (�`-• - PAVE S E 54' I 21 R 3, KNOX BOX LOCATION 6.55 a (SEE ARCH. ) I CO PARKIN G' B MPER; TY R 5' •c (OPTIONAL) • o. p IBLE GROUND LOCATION FOR HVAC UNITS. ANY DUMPSTER EQUIPMENT ON THE ROOF ENCLOSURE SHALL NOT BE HIGHER THAN e I c' THE SCREEN WALLS OR BE 22 L VISIBLE FROM THE ENTRANCE CORRIDOR; TYP. W LO Io 1 CV 00 CODE LAND USE AVG. WEEKEND ADJ. STREET PEAKS ADJ. STREET PEAKS SATURDAY SUNDAY APARTMENT 6.65 0.55 0.67 6.39 5.86 220 16 106.4 8.8 10.72 102.24 93.76 230 TOWNHOMES (1 CAR GARAGE) 5.81 0.44 0.52 5.67 4.84 6 34.86 2.64 3.12 34.02 29.04 252 ASSISTED LIVING 2.74 0.23 0.37 2.2 2.44 120 328.80 27.60 44.40 264.00 292.80 710 COMMERCIAL (35,150 GSF) 2,3 11.01/1,000 1.56/1,000 1.49/1,000 2.46/1,000 1.05/1,000 0 387 55 52 86 37 TOTAL 857 94 111 487 453 RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed. 2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set (ZMA 201600015). SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS I I 18' 24' 16' I TYP. T P. TYLO dS I I S46049'18"W 354.45' GUARDRAIL; SEE NOTE THIS AS HA T SHEET FOR DETAILS P IN' °. rn LO BERKMAR CROSSING C. � gk50 NG- L 0 22 /1 ROUTE 659 ^Q° 1 � AREA TO BE DEDICATED TO COUNTY FOR G PPUBLIC USE 1 T1� SIG 850' TO RE BERKMAR DRIVE BAR I B' I B I I I 1:, I I '� I M t I cn I 1 �• I 1 •fie ' I � l I I I •` I I I l ')OIcn ,I t I � I ?II I I'{ I III, I I I I RESTRIPE THESE AREAS TO SEE SIGHT DIS ANCE BLEND NEW WORK INTO EXISTING EXHIBIT ON SH ET 23 I PARKING \\ f,' LOT / PARKING / BUILDING REGULATIONS: FRONT FRONT SIDE SIDE REAR REAR MAX- MIN. LOT MIN / MAX LOT/BLOCK BUILDING PARKING BUILDING PARKING BUILDING PARKING BUILDING WIDTH STORIES SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK HEIGHT 1 125' 30' 15' Oil 4' 30' 5' 1 /3 65' 125' 30' 15, Oil 4' 30' 5' 1 /3 65' 111 120' 50' 5' 0' 0' 5' 5' 1 /3 65' IV 16' 20' 0' 6' 0' 10, 5' 1 /3 65' V 50' 70' 10, 10, 10, 10, 5' 1 /3 65' VI s 0' 0' 0' 0' 0' 0' O' 0 65' RESTRICTIONS/REQUIREMENTS/NOTES ASSOCIATED WITH THE STANDARDS ABOVE: 1. Interior lot lines will have a 0' setback along streets, roads, access easements or lot lines. 4' setbacks will be applied to the exterior lot lines. 2. Refer to the Code of Development on Sheet 5 for details on the Permitted Uses. 3. Curb and guter may fall into all parking setbacks. 4. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 5. All roads are private with public access easements over them. 6. Architectural features and overhangs may encroach into Building Setbacks up to (4') feet. 7. Parking Setbacks shown are only for parking lots with (5) or more spaces. 8. Subterrain r in shall not b c n •dere u. in s or . 9. Lot is intended to serve as Open Space/ Common Use for Community Residents. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com ■ • i 0 �A �M Z •�Cw LU L �+ J O J z a U Q "Z-0 J QQj o w U N 0 0 _W LU �a H 3 a =W U �o w ` U rf� [IWl UJ �a coo O oo � E .° Z ow U N o O n U 'O o � ro 3 ,6-o �o E_ > o C � N .o o� EcO o � o T � 3 CV a) N � o 0 3 c Q m a U � m U O oa) o. >� N o N Q o T o E -o 0 N 0 coca coE Q �LTH OF o N o N o Steven W. Edwards N J fL r Cert. No. 0931 - o -o-o oN N �' �� ccc Q)W E N 0 4t: -o c `" E Q� OF V I� 0.3 �r 7. N 7 �o Alan G. Franklin _ Lic. No. 35326 1 2 N G ti �> Ills, 1 Yf A L o Y 0 0 tf E c Q2- o0 z> 00 N SCALE: 1" 30' ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS a H 0 W O W SHEET: a w J W Z H Z a Cn rn w Layout Plan °� OF27 a i \ \ THE GARDEN 0 15' 30' 60' 120' SPOT \ /.000 \\ 000, 100 \ e � 40000, ♦ - \ \ oM \ / N \ 00000000 • \ \ -• - t- • \ \ \ \ 0000, • '� PHASE 444) ♦ \ 1 ♦ - OPEN SPACE/COMMON USE FOR COMMUNITY RESIDENTS OPEN EN SPACE/COMMON PHASE \ 1 \ PHASE 4 USE FOR COMMUNITY • ' RESIDENTS ` 4 4 \ 1 \ of / PHASING LIMITS; TYP. \ 1 \ =moo ` 0 OPEN �' \ oG SPACE/COMMON USE \ I • COMMUNITY FOR C NITY O U / 1�k RESIDENTS \ 4 II BLDG. ' A .4-4 14 H. I o • POCKET POCKET PHASE 5 ° I PARK B PARK A \ a I 9- :o � � URA OD RD I . I 6 59 ' a, o — I ROUTE as �I off I C'VI LLE HEALTH REHAB CENTER II II II I I I I I I I I I I I I I I I I I I I W I C%� I �T I V I I I I I l �I I I I I , I I I I I I I I I I 1 I I I I I I I I I I I I I SITE PHASING SEQUENCE: 0 1. CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY BE REARRANGED AFTER PHASE 1 AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES. PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE UNDER CONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED. 2. THERE WILL BE NO MORE THAN EIGHT (8) PHASES. PHASES MAY BE BROKEN DOWN INTO SUB -PHASES AT ANY TIME AND AT THE OWNER'S DISCRETION. 3. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST. PHASE 1 INCLUDES: ALL IMPROVEMENTS ALONG W. RIO ROAD AND NICHOLS COURT. LIMIT OF PHASE EXTENDS TO THE BACK OF SIDEWALK, BACK OF CURB, ADA CURB TRANSITIONS AND CURB RADII INTO PARKING LOTS. THE EMERGENCY ACCESS SHALL BE INSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED ON BUILDING D. LANDSCAPING AND UTILITY IMPROVEMENTS ALONG W. RIO ROAD ARE ALSO INCLUDED BUT MAY BE ALLOWED TO MOVE INTO A LATTER PHASE IF CONSTRUCTION SEQUENCING WARRANTS THE NEED. LANDSCAPING NG IDED N INTETHERIOR ISLANDS ((WLK HICH WILL BEINSTRT ALLEDAS ANY AENT TO DJACENT BUILDING S COMPLETED). IGNAGE FLAGPOLE, PHASE 2 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING D AND THE EMERGENCY ACCESS TO CHARLOTTESVILLE HEALTH AND REHAB CENTER. NOT INCLUDED IS ANY PEDESTRIAN ACCESS INTO BUILDING C FROM PARKING ON LOT 5. PHASE 3 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING C. PHASE 4 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH THE TOWNHOMES AND ECKERSON COURT. MEMORIAL PARK IN POCKET PARKA MAY BE ALLOWED TO MOVE INTO A LATTER PHASE AT OWNER'S DISCRETION. SWM POND MAY BE INSTALLED SOONER AT OWNER'S DISCRETION IF NEEDED. PHASE 5 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING A. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com 0 •J .M Z •� W J z O J a o ) "Z c Z.,J CL c O w U O N W oa� io N Wa `m `— fT! `v c: 2 a w �O 0 ' VJ W U A` lVl/1 U J ry ca `o o -) O E Z ow � U N � N O m N U '2 N O ro 3 N W C co O O E O > o C m N Q O O N O C L ca O O T .— c 3 c y -0q- N 4:5 } O 7 i 0 3 uo � c c m a s U '0 cc U O 'U U O N N � N N cc Q T O E -o O N O C co @ Q E Op O N N CC I N o N L I ID O ✓ a� v aQ Steven W. Edwards X N J r Ceit No. 0931 " o y U -0�6 N� O N N� P vi� Ccc (n 70 N W E N O � w U C O C N E Q i O -C p I'H O1' r � T O O ✓ T +' Alan G. Franklin -0 y _ Lic. No. 35326 1 Q N G �� �1 ��S, �' � 1 Yf A L o t� c� Q� O Z O u) N SCALE: 1" 30' ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS SHEET: H _Z 2 a 0 W OF 27 W n ■ PHASE 6 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING B AND THE INTERCONNECTIVITY ACCESS TO BERKMAR CROSSING. ANY AND ALL POSTPONED SITE ELEMENTS (I.E. MEMORIAL PARK, LANDSCAPING, FLAGPOLE, SIDEWALKS, ETC.) Phasing Plan c 0 v 7 0 U 0 0 Z N Ln 0 N N Lfl IN 550 / G / -� h°° % / / NO : CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF \ \ NOTE: ALL RAMPS AND E ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING oy \ \ \ \ \ STEPS SHALL HAVE PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY \ \ \ HANDRAILS WHERE 0 15' 30 � -so'- �� / 120' / / � , � \ \ NECESSARY TREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S / /�� / / / / •/ / / / ACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES G) / / / / • J / / AS OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE DETERMINED / //G / / / BY ARBORIST . SEE SHEET 6, CONSERVATION PLAN, FOR ADDITIONAL \ \ \ \ i ,INFORMATION. \ \ \\ \\ N� / APPROXIMATE LIMITS OF THE GARD E'N / \ I • // TREE SAVE'6 AREAS; TYP. / \ \ \ e \ \ \ i = -- SPOT \ G1 v EME GE CY CCES LIMITS BE LA N IN ORCE WITH / BASS AV TO AVOID •% / AVER UNDERDRAIN, TYP. j FLP S y1� 00 S DICA D \ i \ IN RESS G S LOCA ION TO � LIGHT TO BIO-FILTER � F�-' 5�3 M _ � \ BE ETER IN D B FIRE \ NA HALL. \ i PAVER UNDERDRAIN \ / CLEAN OUT, TYP. / \,NPJE �OS(O� v EX. DI- - / / 1 �� . o �' ,I� \ RIM 5 5.80 '� ! TW 77.00 • 69 I \ '' '' 6" PAVER UNDERDRAIN, / 2 \ INV. I 544.67 ` d� O 0 / / / / / \ / / \ TIE TO STORM INLETS i BW 74.50 G� \ \ \ PROS P, TYP. NOTE: i \ INS OUT 544.47 ` / p ALL RIP RAP TO BE "BARGE CHALET 71.48 �/ \ ,< i.. , ; / v. c� �. J,- + \ \ FROM CHARLES LUCK STONE s P/CU/ \ / 3 / r' S6, \ -/ !CENTER IN BULK QUANTITY "' = L A4 \ � =r PERMEABLE -a,\ / i / 573.50 72. EXISTING 20' DRAINAGE � j / � / / ��0 PAVERS \ %^ �i ;, / � / ^ ` \\ � � , , � � � � � \�LL TAND G � \ \ \ EASEMENT, T. �.. _ V A (D.B. 3931, 434A) PROP ED - \ \ % SWM/ AINTENANCE S \ SD W / \ / EASEMENT, TYP. / 1 ° 2.0 /o �7 i 1 ? \ 5D ,- �- S� • c / 6" PAVER UNDERDRAIN, TY r 571. G� LL Al A v st"y / O� / �� / '�V A �'\. / � G TIE TO ST012M INLETS, TY . ` O \ R TAININO LL / - \I (< ' MAX. Ij T ) PROPOSED DRAINAGE � / � � C 4j � � � � \ �k \ � I-- � � oo / 8a TRANSITION TO V OT ST G-3 AND \ TS 56 4 1 EASEMENT, TYP. / _ / i - \ A'\ \ WALL A C / p `� _� FT YS \ s / i RETAIN NG r), O 570 p - - '/ W576.00 / ` i WALL i ., CO / /'�,, BS 5 1 THICKEN SIDEW LK T A � j � Q \ N�c EMERGENCY A CES CROSS G- 4) 6R S1 S \ 0 \ f PERMEA LEA 572.0 a - OVER Y LIMI S TYP. QG 582.00 \ �� �"� \ TW5�8 00 PAVER 578 00 B A A A A A A A x A A A F W575.00 J - W � �. 0, TH 572/96 �$ c 1 _ � �9 2' RAILING N • • - LP- - - - - - - - -� S - - - - - , - - - - �5 _ � � 72.33 TS 571.$0 h / 85,8 �� �79.26 ERMEABLE-.� PERME BLE 1 \ TOP OF WA 1 •� BS 565.80 R TU N LAN N 584. TALLATIO \ \ • / I B 2.00 I PAVERS + PAVER o B 580.00 7 (S� O - (12) 6" R STEPS O \\ S E MAI TENAN OF TRAFFI TS565.40 1 P NON SHEET P. � , '• \ BS 563.90 66.59 � � I o/° VV W 1 �� w VV �N p VV "-- WALL A3 O A C - ,. �V ICRO 3 6" R ST PS - - - _ TREES TO BF \ C ANNEL D IN FREEST DING / 7 TS 563.84 _ ALL / i r j F I-p% - 4 - -- -� --� --6 --6 ---6 T- --��� --� --� --� - - j=' ii,� �, ` 0 PRESERVED / \ \ SE 3ASE T +/- RETAI /NG WAL I (7) 6'6 STEPS \ N� S REEN NG/RE_ 1, ING 1 .� i III- j �� \ \ CO 58 - - 1 'PAVER UNDERDRAIN, TYP. � I � � � � � � \ �� •�, � 2`0% B L D � r TW580.00� I TIE TO STORM INLETS, TYP ■ Ay 1 II � � / ' \ �\ � � <•• TW581.93 / � � / BW574.05 / I / I / mil%y • 1 \ TW681. 0\ - f-- I� \ 1 r � \\ � G/ SIDEWALK; \ i � � 80.51 '� 79.78 - / 6�� I - \ TI TO I TING I i - 81.93 I �/ 3.91 + V n A TYP. �.,� O - - - - G A EO OF R O F A i - - // O $1.03 0 578.00 / 1 TY ICAL EX. DI-2A i /' S6 R/ 1563. 22 � F'AVER.UNDERQRAIN o BW574.25 -- - 2 �i - 2ND FL - 573.00 / - % \ INV. OUT 539.34 I \ \ a I I I I / 1ST FL = 560.00 WM / CLEAN OUT, TYP. , 2�1 CO • \ 5 2.�5 f-�- ` HVAC UNITS; TYP. LBW.00 12� �� II 1: \ OP OF CO • \ �. 6 -- PERGOLAS = I ROO DRAINS TO/ os os os vro.' �� � i - �" '90.00+/- STORM \ \• 0 I ,. a a m / 1 to I 1 / I l 4 4 / 8" HDPE/PVC ROOFDRAIN / / \ TC TS 579.74 p I TS 57 .50 / \ 5 C @ 1.00% MIN., TYP. / NOTE: ALL SPOT • \II Il f BS6�R STEP N� p 1 \ N� / ■ - - _ 1 j BS 57 .50 HVAC UNITS } 1 7 I (4) 65" �° / ° ELEVATIONS ARE AT w0 CPP D :'' h� \ I �? 1 ; TS 577.95 l 57 (2) 6 R STEPS w 1 0 I ST P O i w N_ U 30 •I BS 576.87 / o / l BOTTOM -OF CURB D o 1 t BELOW; TYP. ®® I \ 1 (2) 6.-, R S E I 60.86 - \\ ° 84.96 ® � VARIABLE TS 569.64 TS 56 /.45 SD BS 559.76 81.00 �' V I Q I Q � �.� 1 WIDTH ACCE S 1 BS 566,�4 h TW 6 O F( 0 1y / I D__;�__90 � l \ � o', . � I � I (6) 6" STEPS `/J i \� BW578.00 I - COURTYARD DRAIN I Q MON �/IENT I (.``r ASEMENT SD `' i (3) (' R STEPS 560 0 i I I C1 / STRUCTURES BY OTHER, V .. _ I SIGN I 2' RA, ON / + O j I / I �-� TYP. / F G m I 31 I I I I I ,6 l 0 EX. DI-2 I / 1 5 - j 5 • 9 • 8o a RIM 55� 54 I �/ I � o � -' / ___ --� � .. I ® B 57 .4 570.36 TOP F LL I � 69.1 '.,; '• . ..S E �� 6� �UT� �7 A INV. /N 547.63 }: I I I / 1 � �7 / 8_4.9�6/ .- f 84.96.\ 78.00INV. OU 47.39 EPVC ROOFDRAIN BW574.08" HDP9.74% � 84.96 'D .00% 0 • Q < a /� I / MIN., TYP. I -- TW 78. :: 4+00 BW 76. 0 13t A SE R 6fl I / 30' FLA LE s I \. I I + 8 HDPEE/PVC ROOFDRAIN 84.9 - - l j -� TS 76 \ I I \\ @ 1.00 ° MIN., TYP. NOTE: SPOTS SHOWN INSIDE 0 BS 7 18 1 �O� l � COURTYARDS RELATE/TO 84.96 C _ _ _ O O U -wiI •I. ENTRY POINTS IN • M CSA L. 'A' )",RAT E O E RCP 0 I m U _ INTERIOR AS �- tr� . =n % I I J w- cn NOT .ALL RAMPS AND ARCHITECTURE PLANS / - - - - I SD 8 I 559.4 SD T RIV1 IN I \ LIVING COURTYARD - - > , . STE S SHALL HAVE F R DETAIL ' TYP. 1 / \ _ _ _ 1 SD �5 I H I A EA xW If HA DRAILS WHERE �- �j 581.5 - - FAO - - � � � � � I I aI SD / v I B 580.00 °• .• •,• _I- I O STR NE ESSARY F�- o RETAINING I r• �:�: 5 C 1 } I - / _ I I \ 8 DPE/PVC ROOFDRAIN ; • I WALL D5 - - - - - 2B ' /.00%MIN., TYP. (81.50 �" 76.0 - - D T T 12" H PE - I \ I CO s + a .. - e•. o I N X. 18" R BW578.85 cfl B 71.00 _ / • ... I TW586.41 TW581.50 + WA C 572.96 8 •*. .00 l IM 5 .88 S I 83.43 - P \ • 0 5 HDPE/PVC ROOFDR IN - � �� S I F O 1.00%MIN., TYP. I 5.00 BW582.41 BW576.62 F EEST NDING/ _ VARIABLE / 1 - i I V. IN 54.00 I\ WIDTH 2 ®,AGE / I / I 32 TW582.50 y# ETAINING WALL I ESMpT - B U I D I N G D �� . o TS 569.55 "' 559.35 _ ACCESS 1 BS 566.55 559. T\ + 5 r� � I V • os i o \ TS576 21 E 585.00 F E 585.00 • I ) Bw576.62 ,.. J I -- O o 557. '` 582.00 / I I �% � I F I / � EASEMENT (6) 6' R S EPS I i I O - " % O ! 574.71 4WM MAINTENANCE 5 � I� yF TW583.50 7 .�2. i I I W V- 84:88 I A I B 579.00 I I ( I ✓ 4. .. J I TW588.00 RETAINING WALL / STEPS EASEMENT I • 1 A D H i � I 2 00-1 8 33 �., BW585.50 ( EE ARCH. DWGS f ERMEABLE_- 1 572.95 559.95 � I I 4 � ® L..,. \\\ I TREE TO BE AVERS I I I 54.77 I x 8 HDPE/PVC R OFDRAIN I �� a.:..'. 4,6 f 1 I ` �;' PRESERVED TW584.50 7,?.71 l / o ®® r 1 // /' 6" PAVER UNDERDRAIN, T�P. x 1 ' IN /�115 9.24 EX. SDMH I os @ 1.00%MIN., P. D F?-4 I n / TIE T STORM INLETS, TYP. O I m� ®®7 I ° IN . CCU 549.0 2. /° RIM 556.81 I �/ I °• / s o I y S 85.65 04 C 1.14% % / I / 2ND FL = 573.00 T 559. 0 \ j' V. IN 548.98 I I I I I/ U / - 84.9 8--4,33 +/. > o 8.0 4 � / C o / 1 1ST FL - 60.00 B / Q "TW585.00 / c�i 6" TEP INV OUT 548.86 I \ i �� ,�`w BW584.00 TSfs�5.87 •�e 2 C BW574.96 0 / / 1 6 L D G■ I INTERIOR MEMORY ® Q BS 584.07 / �(�P ME E - 559.95 •� ' �I j 550 -I I 83.6 (3) 7.25" R STEPS I I pLL 84.96 %CARE COURTYAFdD \ / SD w 1 U I 74`�5 _ AVE S 1 o � 82 I \ .58 4.3 /° / F8- j F8-2 1 Q / / / 572.95 B I • 8 00 -► f- 1. / Oo 8 � � � I _ �- / TS 572.65 I I `' BLDG. C 3 6" R. STEPSI v I 2�0% �� .. .,t �/ I Bs 571.�5 r I I I j ® O�Epp • `� - I - _ 1 st FFE575.08 ��O ROOF RAINS TO CAII'C 83.1 84:(} HVAC UNI S D- \c\' I I / 1 2nd FEE 586.08 _j 2' RAILI G G: L._ S ORM '�� WA �L B1 I ' .� / / WALL 1 FRE STANDIN I ON/TOP TOP COURTARD DRAIN I=-� ® A \� ` WITH PREFAB. STRUC URES BY OTHER, 4� U - /I I • • 8 fl. i ROOF DRAINS TO 74.8 _ o F WAL 1 / r. � _ I \ I I a CONC. PAD .. �I(', I e Z 75.0$ 0 J2.0% FREE TANDING/ RETq�NING WALL C I ®® BELOW;/TYP. TYP. ` I 1 :, STORM o / -- / •.F 5/2.95 R TANIN I I y o / 1 E G WA 559.95 -- --- ® _ 84.96 �.� I I I 85. 73 9 S571.62160,, ,CMP h5� / I I TW582.00 o s 4.20 ' .: . \ J = B 577.00 \ I TS 585.7/ oTS c I +• o} BS 573.32 86� / 572.45 SW DETENTION _ 4. + xO - r � 7 69 7 . \ \2.00 /o BS 5 92 �� ` (3)'1 25 R STEPS / 1� SI➢ T�AN�. T%F1�USH 1 ...: (1).25" R TEI' 'y� 57�.80 57.20� 559.33tPERf�IEAB 8 HDPE/PVC ROOFDRAIN , 57 I F�- I 74.00� w LL°& PA�/ERS ' SIDEWALK; TYP. A @ 1.00%MIN., TYP. � -- .� CURRY . j .. / 73.3$B 572.87,. • I � . ---- - ADE RB �O a .. q 85.58 • % n y�1BG 74.61 C741 3 �e RF E - AEEIIVTANNGRA 7450 .80I 57/2. 95/ 5 9..5�• 5'3.26 • �2 �.33 84.46 8 9 5TU DMH C 52.8884.33 84.33 74.92D43D, .33 184-33 p °;. S / I TS 584.86 82.22 T I� I I _ `_ = = -�N 5T4 �0 E_TA"NG/-- 82.38 iU--!f--- ---- -- ---- / gg A. A 5rd \ N a I • PERMEABLE �� 'r PERMEABLE - 74.99 i` �ddtt#Rt�RE€S�ANBIIV�WAL�� :•. • SO I B5 583.30 CO o �z I = ( I I % "�°ISIIN� LE�Fb4NB EYPRE�S TO BE 560 0 S SEGMENTAL \ a `�82.50 \\ ` PAVERS \ PAVERS PAVER UNDERDRAIN TYP. R ST + I - \ - - _ i " I W 8 � _560 PI�€SERRaI-9 PEft-NOTE�N FEET 3. -� D I UNDE G UIND RETAINING WALL ` \\ \ - --P2 8" PRIVATE SEWER o Hp o �2 - - -/ I - - - ` �, �rl , I I B� 5 / / //�F�ONC. WALL � J �/ � � OR FILTE W TE C VI LLE HEALTH AND -VETO STORM INLETS, TYP. EX. CON��NA� /� S °�1.78 2 N 82.88 N �� 5 / 81.62 .7 / OIJALI UNIT I t T D / VSM PL N) - - l SD �,,,,,,°� / TE PO ARY I - ',,\ (B, REHAB CENTER I 8D s� 0 1.0% -� FR �� - - N 2 L % p 1.0 /o °� I 81.51 GR DIN /CO STR CTI I� \ + LP- / EX. DI-1 - Eb1E T V 83M '00" -------- ------------ ---- -8j_3 � 1 I \ \ 1 - - / A R/ 5 4 ' IX. 11 8" ACSA "R' - - INV. IN 5�i5.03 RIM 547.74 • S SS - 580 v �� - B INV.IeUT 544.83 INV. 545.11 �i ss / A - - -I - - F8 A2 TIE TO EXISTING `; - 580.00 TW580.00�,N, TW580. - - - - - -PARKIN- HF -- TW582.00 fW581 L 0 TWS 8 0 _ _ B ^o� G LOT I I \ - \ - 574 00 BW576.60 4 I 7 - w I NE / -/ 20' DRAINAGE �NO.TE�SPOTS SHOWN FOR WALL RELATE - ,I� NOTE: SAFETY RAILING TO -BE- % / / A- �I� / � v � --- EASEMENT S I U1 TO TOP AND OUTSIDE WALL FACE. SEE INSTALLED ON_TOP OF WALLS 30" OR- / � � I , - �/ / \ (EXISTING) I \ I III WALL DRAWINGS FOR DETAILS- _ \ �� _ _ GREAT F RAD � � � � '570--N�D A rQcaO� 5 / SEGMENTAL- �' A \ \ / I S \ ICI M 54 9(4 4 ) INV. 5�9. � 1 -560- �/ / I B E RKMAR CONSTRUCT MH OI�Y\ \ I I h e \ / \� E UB 1 \ \ APPROXIMATE LIMITS OF \ \ I / / / �/ -�� 11 / _ \ ZAIl I \ \ TREE SAVED AREAS; TY \ Alo \ / I CROSSING .91-3,B (4) 2"R P 1 / I RIM 545.56 - Al �� S 560 V. OUT 541 8 �I \• EX. DI-1 h I 0 \ 30 INI V. IN 544.32 hCIO 18" P _ � \ �� E�REC. 4614 RESIDENTIAL 1 I\ I INV. OUT 544.32 I i I M 4.4 V. 9.4 L- - EX. 1-3B ( I RIM .21 II I ® / INV. IN 5 " INV. OUT 537.32 �' I EX. SMH BRKMRCR-1-2 W I EX. SMH 1 INVM 549.27 . V. IN 542.75 M M RIM 546.92 EX. SDMH SS m EX- 8" PVC INV. IN 542.5± RIM 543.05 l� 1 1 INV OUT 541.29 EX " N INV. OUT 542.32 INV. 1 IN 537.66 WI I NV. OUT 5371/ \ 'A ! ! 1 CDNOTE: SEE SHEET 4 FOR REVISION LOCATIONS. NOTE: FOR ADDITIONAL DETAIL AND INFORMATION REGARDING THE PROTECTION METHODS OF THE EXISTING TREES SEE SHEET 6, TITLED CONSERVATION PLAN . 1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com �0 A Z •�CW LI J O J Z a o Q "Z-0 c o w U o O N _0 LW a LI fT! W`m U _0a w � W 0O A` _jry lVl/1 U J m s6 O E -� Z OW U N � N O � U � �ca ro 3 N W m 0 0 E c T � N Q `o o m E f6 o � T 0 3 V -oq- N o 3 �a U � U O o N N O u7 Q cc T O n3 � E 0 0 N > c m m a E U)C V I c o N o O G� a U) o V 7 Q Q Steven W. Edwards N J a r Ceit No. 0931 " o NU) o N +� o N j'� AlZC� uS C f6 ai w tN E O co _93_ 0 c � uE a� I'H OF ,r T 0 f 7 Alan G. Franklin ° y _ Lic. No. 35326 Q N O�rAL - O N .f E m o O Z o > c o SCALE: 1" 30' -42 ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS a a I= O LL 0 SHEET: a w J W I- O Z Z a Cn Cn w Grading Plan °� OF27 a PVI STA = 14+00 PVI ELEV = 585.04 A.D. _ -11.04 K = 5.07 •11 590 570 560 550 540 10+00 11+00 12+00 13+00 14+00 NICHOLS COURT PROFILE SCALE H: 1" = 50' V: 1" = 10' 40' ACCESS EASEMENT v iL iL � a LANE LANE SIDEWALK 2% 2% 2% 2% � C TYPICAL ENTRANCE ROAD- ECKERSON COURT SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. •11 590 -me 570 560 550 540 80 MM nrn nrmmrTrn BAN D I I` NO. 8 A IN OPE EAGLE BAY AOL CONCRETE PAV 3 8" MIN. THICK 2" NO. 8 AGGF 4" NO. 57 ST 12" NO. 3 ST COMPACTED SUBGRADE o_ H.P. ELEV = 582.1: LU w H.P. STA = 11+20 PVI STA = 11+20 ::) PVI STA = 10+30 PVI ELEV = 582.6E 600 (3 PVI ELEV = 579.08 A.D. = -8.00 o""toA.D. = 2.00 K = 7.00 = ti K = 12.00 56' VC , ULO, 24' VC Z> , LU 590 u w 00 � N J O CD ti O L + li 0 o D o CD T U > Lu O � 5 J i J a_ W Z CDd W 0_ W Q- 4�° m 580 I W n 570 409ft, �00 �� CO �00 00 m - h 00 L LID IV') IUD L 10+00 11+00 ECKERSON COURT PROFILE SCALE H: 1" = 50' V: 1" = 10' L.P. ELEV = 576.52 H.P. E Ev = 577.04 L.P. STA = 1 +98H.P. ST= 13+42.79 PVI STA =+86 600 PVI STA = 13+50 PVI ELEV = 516.04 PVI ELEV = 577.32 A.D. = 6.0)A.D. = -6.09 K=12.0 K=6.89 00 CD 72' VC 4.2'VC , 590 O C.0 > 00 N CO O O +I CO CDr_ N W Oa N r + � � + + W LIDLOW W Lu II O "w a-w C) (>j) �w W a_ w u CD �w Qw 580 �� �W LO 2, 0 a - a- -9� 0 0 - 570 Z EXISTING GRADE r4 � PROPOSED GRADE W LU cv-�00 1,, 00 h O r*- U) UC 12+00 (r) N n 1 r I,, O N C! hLO U) r hI­ L[) LID 13+00 14+00 0 M r- O N h r- 15+00 560 ASPHALT/CONCRETE VDOT STD CG-6 80 MM SOLIDER PERIMETER NOTES: PAVING SECTION BANDING COURSE NO. 8 AGGREGATE INTERLOCKING PAVERS TO BE EAGLE BAY SWM IN OPENINGS PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID SLOPE EAGLE BAY AQUA BRIC 4-L MECHANICALLY INSIDE 80MM PERIMETER SOLDIER CONCRETE PAVERS COURSE 3 $" MIN. THICK FLUSH CURB/EDGE ______ CONTRACTOR TO VERIFY AND INSTALL AS � i �, I RESTRAINT 2" NO. 8 AGGREGATE SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE ALL WARRANTIES 0 4" NO. 57 STONE EXPANSION JOINTS SHALL BE EVERY 20' MAX. 12" NO. 3 STONE CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. I I o a o 0 0 0 PAVER COLOR TO BE CHESAPEAKE. VDOT 21A \\//\\//\\//\\//\\//\\//\ COMPACTED SUBGRADE VDOT 21 A SECTION ABUTTING PAVING GRAVEL BASE p PERMEABLE INTERLOCKING PAVERS GRAVEL BASE NOTE: EAGLE BAY'ECO BAY' PAVER MAY BE FILTER FABRIC /����� /\�//\�//\\�// SUBSTITUTED FOR AQUA BRIC 4"L" CONCRETE PAVER IF APPROVED BY ENGINEER AND OWNER. \�//\�// ANY BANDING DESIGNATED ON PLANS NOT AS COMPACTED SUBGRADE CONCRETE AROUND PERMEABLE INTERLOCKING -35 6" PERFORATED SDR-35 PAVERS SHALL BE AN EAGLE BAY 'ECO BAY' UNDERDR PERMEABLE 5" X 10" PAVER. COLOR = CHESAPEAKE (TIE TO STORM DRAINS) SECTION ABUTTING CUR TO MATCH MAIN PAVER COLOR.. r 59' ACCESS EASEMENT 1 CE 1 5' 6.5' 1 3' 1 P, 1 3' L. 6.5' j, 5' SIDEWALK LANE ME IAN LANE ]SIDEWALK 2% 2% 2% 2% A TYPICAL ENTRANCE ROAD W/ MEDIAN $ SECTIONS N.T.S. 59' ACCESS EASEMENT •.w r.Irn vwrllrn J Yl11 \ILV IL IL YAI\ILV J SIDEWALK LANE LANE SIDEWALK 2%_ 2% 2% 2% B TYPICAL ENTRANCE ROAD- NICHOLS COURT $ SECTIONS N.T.S. lO U Z IW VARIES (SEE PLAN) .5' 7' VARIES 1w 12' 12' EX. EASTBOUND EX. EASTBOUND PROP. EASTBOUND WALK LANE LANE LANE 2' MILL & OVERLAY PER VDOT WP-1 2% 2% f- NOTE 2" SM-9.5 A VDOT STD. MATCH EXISTING 3" BM-25 CG 6, TYP. PAVING SECTION 8" VDOT #21A OR PROPOSD SECTION COMPACTED SUBGRADE (WHICHEVER IS GREATER) E RIO ROAD FRONTAGE IMPROVEMENTS N.T.S. �Vj SECTION P-050 INTS �$� TYPICAL SECTION WEST OF ENTRANCE N.T.S. • '% "!�� "!� 'v/ "off •, ■ ■ • ■ • - ■ • ■ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 6" CURB & GUTTER (VDOT CG-6) NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. 6' CURB (VDOT CG-2) GW SECTION P 047 $ SECTION P-048 N.T.S. N.T.S. 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR NICHOLS COURT H AND ECKERSON COURT NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB WIL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT NOTE 4 IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 4" CURB 2016 ROAD & BRIDGE STANDARDS WP-2 12",EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------------- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 1112 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1112 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER- 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. �VDOT SPECIFICATION ASPHALT PAVEMENT WIDENING REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT WIDENING (VDOT WP-2) 2016 ROAD & BRIDGE STANDARDS Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Z •� LIJ Uj J O Z � a Qss� JCL = mm o w U 0 0 0 o-0 7 LLI Q P Wm E 3 mw � ) c OO '(/J�r' Ii W � J �a m o Z o 1W U N N 0-0 N U -U a� 3 6-0 O W ° O E� .o m N > o -21 o � E � o� T �N a N N j o 6 3 Wm 57 Q m -U U U O a� o a) n� O N 4 � T N m � E O N C:C > m m QE O N J) C TH OFI (D CID o°' ;S rSteveii aNQ W. Edwards N Ja No. 0931 .o Gv o � J �~ O N I' X1 U) a N � m uo U) -0 a> W aE u; o a� 0 (n N C N n� a� OF; un � �p,LTH o U >i N 7 Altus G. Fruikhil Cl Lic. No. 35326 °' > Q ;� m O U -�6) (, _6 ca E -5DU) OPAL E= o(D m � n� 0 0 z a o m ai o SCALE: As Shown uo m ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION L) 2. 05-03-18, COUNTY COMMENTS Cl) RR O LL 0 SHEET: a W J W I- Z I- Z 2 a SECTION �$$$� SECTION P-002 DETAIL N.T.S. N.T.S. Road Profile, C0 W tails 0 OF27°� a SD-D8 STA 12+62.67 NOTES: VDOT STD B 1. VDOT ST ON ALL INLETS. IS-1 (INLETS APING) TO BE PROVIDED (8' THROAT)) 2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY RIM 5 INV. OUT RIM 5 65. 5 600 THAN 1 - 600 STA 12 39.17 SD D4-2 SD D4-3 SD D4-4 STA 12+45.53 SD D6-1 SD-D4 VDOT S 8' THR D DI-2B AT STA 10+95.75 STA 12+28.50 VDOT STD DI-2A STA 10+35.50 SD D6 3 STA .19 RIM 572.50) VDOT STD DI-1 STD MH (2' THROAT) VDOT STD DI-2B STA 1 +37.09 ST VDOT STD MH INV. IN 65.50 RIM 559.22 RIM 5 RIM 567.00 RIM 571.63 8 THROAT VDOT STD DI-2B 590 RIM 559. 8 590 590 INV�f� 554.60 1 INV. IN 560.7 - . INV. IN 562.73 590 590 RIM 56 .72) 4' TH OAT) 590 NOTES: INV. IN 5 2.35 (D) INV. OUT 554.50 INV. OUT 557 35 INV. OUT 562.33 INV. IN 559.82 RIM 5 1.10 1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDED ON ALL INLETS. INV. IN 5 2.35 (D4-1) SD-D6 SD D4-2A SD D5-I INV. OUT 559.72 INV. OPT 566.50 2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'. INV. OUT 552.25 STA 11+61.11 SD 4-1 STA 11+69.0 STA 10+3749 SD D6 SD-All-A4 VDOT STD DI-2B STA 10+52.52 VDOT STD D -1 VDOT $TD'DI-213 STA 10+00 SD D6-2 STA 10+00.00 STA 11+46.54 (6' THRO T) VDT STD DI-2A RIM 559.00 (6' THROAT) VDOT STD DI-2B STA 1(+65.09 570 VDOT STD. MH-1 CONS CTED SWM OUTLET570 `j80 SD-D5 RIM 564. 2 � EX. GRADE 580 580 (2 T ROAT) INV. IN 556.17 580 580 RIM 560.70 cJ80 580 'THROAT) VDOT TD DI-2A 580 ON EX. 24" RCP STUB STRUCTURE STRUCTURES D2 & D1 STA 10+97.44 INV. IN 5 7.72 (D) RIM 559.57 INV. OUT 556.07 INV. O T 556.38 RIM 564.72 (2 TH OAT) RIM 544.00 (SEE SWM DETAILS) HAVE BEEN F�LIMINATED VDOT STD DI-2B INV. IN 557.72 (E) INV. IN 553.77 INV. IN 557.72 RIM 569.66 INV. IN 538.30 RIM 551.63 (6' THROAT) INV. OUT 557.6� INV. OUT 553.67 SD D5 INV. 72 INV. IN 564.66 INV. OUT 538.20 (EX 24") INV. IN 543.20 RIM 561.01 � PROP. GRADE STA 10+00 O 557. INV. OUT 557.62 INV. O - T�61.66 - INV. OUT 543.10 SD-D3 INV. IN 553.51 (D -1) SD D4 _ - VDOT STD DI-2B 560 SD-A2 560 570 +ni Inn INV. IN 553.51 D 570 570 STA 1.0+00.00 570 570 (6' THROAT) 570 570 - - - - - - 570 STA 1 +63.61 CONTECH INV. OUT 553. 1 VDOT STD MH EX. GRADE RIM 561.01 VDOT STD. MH-1 CMP RISER � 1.5' ± RIM 559.08 PROP. GRAD , _ _ _ INV. IN 553.51 / RIM 546.50TD �' RIM 557.35 S�ARATION INV. IN 552.35 (D) - - - INV. IN 553.51 ____ - F OF 15" INV. IN INV. OUT 539.03 538.93 INV. IN 551.79 INV. IN 552.35 (D4-1) - - INV. OUT 553.41 - - - - - - V MIN. 72 00 @ 2. 515 INV. OUT 552. 5 HDPE 550 i 550 560 - 560 560 i 560 560 560 560 SEPARATION 560 60" O SWM OF �$ Q 23. 0 LF OF 15" - _ - - O 29.59 LF OF 15" - - _ 12.29 L OF 15" DETENTION _ _ _ - - - 25 LF OF 18 3 6� NOPE ° H PE 1.06% @ _ 17.03 LF OF 15' HDPE @ 11.00° SEPARATION 37.49 LF OF 15" 35.50 HDPE @ LF 6.22% - RCP @ .63% NETWORK ° Q 1'± HDPE @ 7.66% HD E @ 5 63% - - L OF 15 Q HD PE w U SEPARATION 1 0 ± 540 63.61 LF OF 1,5" 76.43 540 550 2 ± j w = Q w cw 550 550 Q w - 5"- 59.43 LF HDPE F 15" 00% 550 550 Q SEPARATION 550 550 550 - - RCP @ 0.991' o RCP @ 1.01% 60" O SW } E SEPARATION � � z � z 43.23 LF OF 15" ° HDPE @ 2.00 /o Z } < a w J w Ft w 52.52 LF OF 15" HDPE @ 2.51% ° HDPE @ 1.69 /o J w a Q Q NDETWORK z w Q Q :5-.2% 24" RCP SD-A3 STA 11+38.2 46.00 LF OF 24' U) a_ p Q Q � 1.0' ± SEPARATION Q Z U) w Z w 530 530 540 HDPE ° °° �' CO 540 540 °° 540 540 °° °° `� 540 540 °° °° C/) 540 RIM 550.20 INV. IN 542.90 78.06 LF OF 15"' NOTES: NOTES: INV. IN 539.9 (8" FROM STORMFILTER) HDPE @ 9.84% 1. VDOT STD IS-1 INLET SHAPING) TO BE PROVIDED ON ALL INLETS. 1. VDOT STD IS-1 (INLET SHAPING) TO BE INV. OUT 539.80 2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TAL ER THAT PROVIDED ON ALL INLETS. 2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'. 10+00 11+00 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 10+00 10+00 11+00 STORM DRAWN STORM DRAIN 'D' STORM DRAIN 'D4-1 STORM DRAIN 'D5-1' STORM DRAIN 'D6-1' SCALE H: 1" = 50' V: 1" = 10' SCALE H: 1" = 50' V: 1" = 10' _ SCALE H: 1" = 50' V: 1" = 10' SCALE H: 1" = 50' V: V = 10' 600 SD E2 STA 11 +56.47 VDOT STD DI - RIM 574.00 INV. IN 568.10 SD D6 I V. OUT 568. 590 STA 10+00 VDOT STD (U THRO RIM 564.7 INV. IN 557.72 DI-213 T) (D) INV. IN 557.72(E) INV. OUT 557.62 EX. GRADE - PROP.GRADE SID Ell 580 STA 10+29.59 VDOT STD DI-2A (2' THROAT) RIM 569.64 INV. IN 563.64 JMf.OUT 560.64 570 •11 590 600 580 590 570 580 '--126.88 LF OF 15" 560 HDPE @ 3.44% 560 570 BIO-FFLfER Q 29.59 LF OF 15" HDPE 9.87% 550 550 560 NOTES: 1. VDOT STD IS-1 (INLET SH PING) TO BE PROVIDED ON ALL INLETS. 2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'. 10+00 11+00 ('"SCALE H: 1" 50' V: 1" 10' STORM DRAIN 'E' 590 570 560 550 540 530 10+00 11+00 STORM DRAIN '& SCALE H: 1" = 50' V: 1" = 10' 12+00 SD F1 STA 10+0 .00 VDOT STD FES W/ RIP RAP EC-1 SD F2 S�fA 10+16.96 VbOT STD DI-3C ('THROAT) R M 580.84 I V. IN 573.00 (1 INV. IN 571.70 (2 INV. OUT 571.6C STA 11 +26.79 DOT STD DI- 4' THROAT) RIM 579.76 INV. IN 572.35 NV. OUT 572. SD F4 STA 12+36.11 VDOT STD DI-313 (4' THROAT) RIM 581.67 INV. IN 573.00 INV. OUT 572.90 SD F7 SD F5 STA 16 11.96 STA 13+76.81 SD F6 VDOT STD DI-3C VDOT STD DI-3A STA 1�+12.21 (4' THROAT) RIM 583.08 VDOT STD MH-1 RIM 582.04 INV. IN 573.81 RIM 586.10 INV. IN 575.18 INV. OUT 573.71 INV IN 574 58 INV. OUT 575.08 INV. OUT 574.48 EX. GRADE PROP. GRADE 2.0'±---_--- - --_ _ SEPARATION - - - - - 140.69 LF OF 2 Hf�PE 0.50% 135.30 LF OF 24" HDPE @ 0.5, - - _ 99.80 LF O 24" ----- --- HDPE@0.0% %1 1 .83 LF OF 24" 109.33 LF OF 24" 17.00 L OF 24" Hf�PE @ 0.50% HDPE @ 0.50% RCP @ 0.59% NOTES: 10+00 11+00 STORM DRAIN T' SCALE H: V = 50' V: V = 10' 13+00 14+00 12+00 1. VDOT STD IS-1 (INL T SHAPING) TO BE PROVIDED ON ALL INLE S. 2. VDOT STD SL-1 SHA L BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'. STA 18�48.07 VDOT STD DI-3C (4' THROAT) RIM 581.88 INV. IN 76.57 (18") INV. IN 076.57 (15") INV. OUT 576.47 (24") 236.11 LF OF 24" HDPE @ 0.55% 76.58LFOF1f HDPE @ 0.769i 3'± SEPARATI SD F9 STA 19+24 65 VDOT STD DI-3A RIM 582.59 INV. IN 577.25 INV a_ Z w c W coCn SD F10 STA 19+77.45 VDOT STD DI-3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 SD F 1-1- STA 20+04.83 SD H1 VDOT STD DI-1 STA 10+00.00 RIM 581.75 VDOT STD FES INV. IN 578.19 W/ RIP RAP EC-1 INV. OUT 600 INV. OUT 571.50 SD F12 SD H2 STA 20+35.83 STA 10 65.75 DOT STD D-1 VDOT TD DI-313 RIM 581.75 (4' THROAT) INV. OUT 578.50 RIM 575.68 590 590 T 5gU $ 580 k3l.010 LF OF 15" HDPE @ 1.00% 27.40 LF OF 15" DPE @ 0.99% V80,.570 LF OF 15" HDPE @ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 560 EX. GRADE PROP. GRADE 580 580 570 SIO-FILTE 570 65.7 LF OF 15" HD E @ 1.03% 560 560 NOTES: 1. VDOT S D IS-1 (INLET HAPING) TO B PROVIDED ON ALL INLETS). 2. VDOT S D SL-1 SHALL 3E PROVIDED N ANY DRAINAGE STRUCTURE TALLER THAN 12'. 10+00 11+00 STORM DRAIN 'H' SCALE H: 1 " = 50' V: 1 " = 10' SD K2 STA10+98.15 SD F2-4 RELOCATED �$0 SD F2-2 2-2 STA 12+57.40 VD T STD. DI-2B VDOT STD MH-1 (12' THROAT) NOTES: SD F8-i STA 11 VDOT STD MH-1 RIM 584 75 580 561.19 580 1. VDOT STD IS-1 (INLET SHA ING) TO BE STA 1 of+69.06 INV. IN 79.45 (12") INV.OUT 555.00 PROVIDED ON ALL INLETS. PROPOSED VDOT STD MH-1 RIM 584.75 INV. IN 79.45 (18") SD K1 2. VDOT STD SL-1 SHALL BE PROVIDED GRADE ON ANY RIM 584.00 SD 2-1 INV. IN 578. (12") INV. OU 579.35 (18") STA 10+ 0.00 DRAINAGE STRUCTURE TALLER �70 THAN 12'. INV. IN 577.36 STA 10+73.16 INV. IN 578.�15 INV. OUT 57 5 (18") .05 (18") D F2-5 VDOT STD. DI-2B 600 INV. OUT 577.26 600 600 V- STD MH-1 A 12+85.05 600 570 (4' THROAT) 570 SD F8-2 RIM 84.00 D F2-3 DOT STD MH 1 RIM 557. 8 STA 11+32.09 SD F2 INV. STA 10+00 IN 577.10 (12") STA 11+86.71 VDOT STD MH- IM 584.75 NV. IN 579.85 (12") INV. IN INV. OUT553.3 54.00 ± EX. GRADE VDOT STD DI-1 RIM 58' INV. VDOT STD DI-3B INV. IN 577.10 (18") OUT 577.00 (1 ') RIM 584.75 NV. OUT 579.7 (18") PROPOSE 560 590 PROP. GRADE .00 INV. IN 578.10 (4' THROAT) 590 590 RIM 580.84 - 1LDING III IN 578.65 (,2") 590 GRADE EX. GRAD INV. O T 578.00 INV. IN 573.00 (18") III OUT 578.5 (18") 560 _ , _ - 560 - INV. IN 571.70 (24") PROP. GR DE INV. OUT 571.60 ILDING - - - / I 98.15LFOF18' RCP@1.02% 550 580 _ - __-� 580 580 0 580 550 _- 550 o ExlsTl G 35.25 LF OF 18" 27.65 LF OF 18" GRADE 63.00 L OF 15" RCP @ 1.05% RCP @ 1.0$% EX 18" RCP @ 5. �40 / 69.00 LF OF 18' HDPE 1.02% 0 73.16 LF U HDPE OF 18" 75.30 5.47% LF OF 18" 70.69 LF F 1$" 570 (if< 1,+ @ 570 570 C SS V RCP 26% 570 / Q o- N " HDSEPARATIO z SEPARATIO RCP @ 0. 9% 540 540 / ~ Z W J Q- NOTES: -�= W < 1. VDOT STD IS-1 (IN ET SHAPING) O BE 530 §D PROVIDED ON ALL INLETS. 560 S A $0+0 .00 560 560 °° 560 530 2. VD T STD SL-1 S ALL BE PROVIDED ON ANY 530 VDOT STD DI-3C NOTES: DRAINAGE STRUCT RE TALLER THAN 12'. (4' THROAT) 1. VDOT ST IS-1 (INLETS APING) TO BE RIM 581.8� PROVIDED ON ALL INLETS INV. IN 570.57 (18") 2. VDOT ST SL-1 SHALL BE PROVIDED OWN INV. IN 570.57 (15") ANY DRAINAGE STRUCTURE TALLER THAN 12'. 1 0+001NV. 10+00 11 10+00 11 +00 OUT 576.47 (24")11 +00 +00 12+00 13+00 STORM DRAIN 78-1' STORM DRAIN 72-1' STORM DRAIN 'K' SCALE H: 1" = 50' V: 1" = 10' SCALE H: 1" = 50' V: 1" = 10' SCALE H: 1" = 50' V: 1" = 10' Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com j 1A, LL M Z•..... w 0) G LZI 0 w G -F►� J z o va J QW A` O 1 1Wl U ' O N ILL I I o) LU W � � 0 A' o U ( IW, U J Ma Mo n (a U O oQ) Q= 'Q, T O �-2 Eo �> Im QE O cn N �LTH OF O � Q I f Ir Q) o f N � � N �y Q a Steven W. Edwards N J - Cert No. 0931 Z y �• w U� O N U) A r, ^ R + I A N -U C (6 uo 3 N -U O W N O 0 - o V N C N_ Q O L Q 1H O �t l I� C 3 N ` Alai G. Frai kdin L. c. No. 35326 °' > Q N O Fo> Q) Et t� 7ONA1, 0) C o� CID Q) Q� O o z > -_ �> �o SCALE: As Shown ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 006-19-17, MAJOR SPA APPROVED U 1. . 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS H Z O O u_ SHEET: a w J W 04 04 H O Z Z a U) W Storm Drain Profiles 0 OF 27 Ix n ■ 2 v 4- c O i 0 z a N N 00 0 N N Lfl ■ NOTES: / G -/ // / 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. �\ \ Z 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION. \ \ 0 1 30' 60' 120' / / / /�N �/ / / 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO \ \ \ MODIFYING OR CONNECTING TO THE EXISTING WATERLINE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT 1 NOTE: G / �/ / / // / / DURING THE TEST PIT. c \ \ \ 4. OWNER'S ENGINEER SHALL SUBMIT TO RWSA AND ACSA FOR APPROVAL A PLAN TO CONNECT TO THE EXISTING WATERLINE BASED ON THE INFORMATION FROM \ SEE SHEET 4 FOR REVISION / 550 / G / 550 �/ THE TEST PIT. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONNECTING TO THE EXISTING WATERLINE. IF ANY ACSA CUSTOMERS WILL BE LOCATIONS. i \ G WITHOUT WATER DUE TO THE PROPOSED CONNECTION TO THE EXISTING WATERLINE, THEN THE CONTRACTOR SHALL COORDINATE THE OUTAGE WITH ACSA. \ \ \ \ 5. CONTRACTOR SHALL USE DUE DILIGENCE TO NOT DISTURB THE EXISTING BLOCKING OR THRUST RESTRAINT ON THE EXISTING 12" WATERLINE. 0 \ 560 - 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRAINT OF EXISTING 12" WATERLINE DURING THE CONNECTION TO THE EXISTING WATER SYSTEM. 7. NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR c \ \ G SERVICE. \ 8. SEE SHEET 2 FOR RWSA GENERAL CONSTRUCTION NOTES. \ \ \ \ \ \ 14 / 9. ACSA IS NOT RESPONSIBLE FOR RESTORING THE PERMEABLE PAVERS IN THE FUTURE IF EXCAVATION OVER THE WATER MAIN IS REQUIRED. RESTORATION OF EX. 12"X6" TEE NOTE: / / PAVERS IS THE RESPONSIBILITY OF THE OWNER. EX. FHA \ \ / - 10. RWSA ACSA HAVE NO RESPONSIBILITY FOR RESTORING THE DECORATIVE WALL LOCATED OVER THE RWSA WATER MAIN IN FRONT OF THE GARDEN SPOT. EX. 12" G.V. \ \ \\ FIXTURE COUNTS MUST BE PROVIDED TO THE / / / / / / EX. 12" PLUG ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR / / - / / I \ \ \ TO MAKING TAPS FOR WATER SERVICES. METER _ - 'Ilo SIZES WILL BE DETERMINED ONCE FIXTURE COUNTS ARE PROVIDED. /� / � Z / // ® - / /�' - \ / CONNECT TO EX. 12" \ A \\ - RWSA WATERLINE @ ` \ / o THE GARDEN EX. 12" DIP STUB 1 \ / A • .00 + SPOT 0\ c) 4"x4\ /�. / " TEE (6) / \ / / / + 4" G.V. (6) - \ �yo <2\ \ \ Z 4 FIRE (6) - \ EMERGENCY \ \ / / / / / ° ACCESS \ TREES TO BE PRESERVED / u TYPICAL ' ND _ \ r B 0000�< LA R L� �\ / \ Q.00 II \ \ / 04 EASE o � - \ \ \ / / 1 / / PERMEABLE a/ HEALTH NDI-, � \ / \f PAVERS / - \ 6" PAVERUNDER[ T� 30 ACS Q / TIE TO STORM INL- EASEMENT R EXISTI G 20 DRAINAGE G EASEMENT, \ 1 TYP. \ \\ (D/.4. 3931, P 434A) / 90 BEND / - • ,' I \ �L.4 Od3av 08\5 \ fPERMEA �E ,li-_ 1 - - - - /� s z _ - TEE \ / f PAVER 2.9 \ m x 4 RE \ \ I ..fi5� �� �/ _ ---------__----- - --------------- - / °G.v. �' x I h� ]F 3 PERMEABLE ]F2 20' ACSA ° N'�` A \ I ` A 5 I I PAVERS + I I EASEMENT 22.5 BEND \ V I 1 / �\ �� 5g0 d - .--�-- -------------- -- h- =�_---- - - - - - - - PROVIDE 18',r SLEEVE/ 1 \ / \ ���' If " 8' DIP W.L. . 5 D \\ \ / VV' W �- )Fti W W i W vv�� W W ° \� UNDER WALL FOR W W I WATERLINE 'c' \� FUTURE WATERLINE ` -- - '= - - - - - - -�, 1 \ \\ -- G--G--cam-G--G--G--�� �G--G--G--G--G--G-- G-- G C_L G--G--G--G--G- ' -G-�� PPkE . RVED/ / - � EXTENSION BY THEIRS - \ \ / _ FHAITYPIC \\S 5 7 / _ \ i9 � �' �� s.. ' I �S6°/PAVERS 9 G �\ \ / �--PERMEABLE-� --- � • o�45 BEND 1 \ / I I / 1� /\ BLDG �' - \ I = 1 _ i I / 2�1 ° • - - / \ \'., I I'- aa1 / cD �' I - < �off was --Am If � � � 22.5° BEND • 1 /° " 1 ..,�" � f'�r ,-�'-, �� I a • # p 1 I II f 8„ x 6' TEE _ x4 TEE 2 N R ., _A 8"x4" TEE � I �; _. 1 r_ „ „ ( � I / 8"x 6" TEE II-� ( 4 G.V. ICIlI 4' G.V. (2) 57, oo „ # 1 FHA � � � „ 1 �- i ° , a ° 82.3 45° BEND / 8" G.V. - o4" 1y'� ) ° fN 14" FIRE 2 it I 2 WATER 559.3 z 1� ® ®3 „ / / / Q� , _ rO c� I 2„ WATE SERVICE, p G \ I T. - c9 I i ® % 8 x 8" TE� $o / F/ I i I I 1 - o I II ' S °. - -- ;i I SERVICE METER, & / L p / -'.,' -, 1 20' ACSA .,, ���'777 82.61 (2) 8' ¢ V . I ® ® +- \ I I / I/ / ' Li I 571 00 / B2.57 s .�7. 8" PLUG / / ®® / \ I I I ,\O i / METER & VAULT RIM I I I o0 Q I Sza �_ _1 � 1 ;, I EASEMENT i ' I e VAULT (CpM.) 559.22 RES. 6 SAN. 1 / " I / F... I 8 G.V. -- I/ 8' x6' TEE - PRIVATE FI E I �m 8"x4" TEE I 84.33 / o ' J I -r�{ ,ciID . a (. _ T 572.96 560 G.V. h i' `� - - - -" WATER I 6" G.V. 20 ACS 1 - J // sPo.00 1 \ I / 1 I Sg. 55975 i METER & / _ II O ch EAS ENT L 1 / ' C9 ,82 O6 HANO IfLT -- \ _� • _ � � � � I < ' 7. 576.6 =- 1' 82.8 aa. BOTH SIOEs FIRE DEPARTMENT "' I 4 4 1 a2s1 T CONNECTION W/ VALVE \I Q TC83.56 I 57 A f 7� a it `GE • UCH tJJ ,. b-11 / 1 !w o 2-2 (2) 22.5° BEND - - - - �, ss 2 2 .5° BEND / > / / II �.I .�.._I [�T.J' 1 S ,. PVC S () ,. PV s I w I ¢ a4.33 / p ° - ` - _ - -I V 1 V I \ 1 �- S ' A� - -� J II AA AAM �, -- co \ I EL-3 I / ARV � D - / TEE _ 2 C 1 x I o I I „ „ x 6'. - - - - HA # � 1 8 x 8 TEE ¢ . I - - - a4.33 - _ - a3 4 r h I G G I i / „ • _ .II . „ G TERRACE -. -z (2) V G.V. „ T YiF+: I P55937 I TC8 3 84.0 2 22.5 BEND _ I \ (2)�22.5 BE �, ( y / I METER � FHA I I / ° ) I 56'1.2 � TO DR GAS I � _ / �,� ; - ° � T - � � � � I i 1 � � 1 8" x4" TE \ I 1.5' WATE I 8" G. �/4G.V. J 57 I I SERVICE, I 2„B LD NG \8„ G.V. METER, & SERVICE, VAULT ,0 METER & (ES)ERMEABLE(COM.) GAS SUPPLY ONE 20'ACSAD PAVERS ? RTO GENERATOR EASEMENT + • n w ,,• °I°I 1 I / � �� // �� / I/����0_• �,\ 1 I III I I�I II�0° II 2" WATER 6„ AN. n ERVICE,f / i =7:t W L s/ METER, &y ��USAECMSEANIIT _ G) M W '/ 1-P ME OLE- END I M„ I�� AVERSSID F2-g"x6I'RED O, .. o'�v R; OD I pU�E 659 i /ice I/ 11.25° BEND / 12"x8" TEE I Im 8"IG.V. I k 12"�x6" RLDUC H F�Hi4 (3j- ��E OVE'1,8"' RCP "n S. RIUI PIPI THI'AREA -CONS kdCT VD6T $TD:'Dyl-2B (4' ON X. '18" RCMP RIM 571.88 I INV. N $54.00I INV. F 553.Q± TOIBEI ATED AI )UN Y I \ Fes. SDM RIM 554.'77 / INV. IN 549.24 I INl'I/. OUT 549.0 111 Q \ • ® I I B L DG I/ �/ c) GREASE ® �,� 1 ( / / I / 1 I � ,/ " <<���; I 'mow � w D 1 I F #6 { / TRAP NOTE: FINAL METER SIZE TO. / 1 I a i / I 1 / / a ` 1 I > COI 5, I cn � BE_DEIERMINE$ Bl' ACSA I 1 1 " 1 � <<<<` I I = z > II I ��1 J ®® - --PRIOR TO CONSTRUCTION I I� I 1°. / %/ I j I ���; 1 00 Q I I s� o 1 I I I / a c, /i / l<<<<<`' I I 5I.. _ \ Q I / +� 6 SAN. / 1 ` CLEAN 1 WATER I I I 8 �P0 _ - 1 1 / 4° I LATER -"PERMEABLE' �c1 OUTS SERVICE & VSm 1 _ I \ % I ' "< „ AN. 5/8" M�TEFOR _ I / /\ PA ERS 8 S - tF�RIGATION = "1, 1 I V� i o." G G I / /,� • I� LATERAL _ �I' a c� 560 I I - - I�fi ° ° EX SDMH \ \ _ 5 4 J BEN • fi 552.8 °] J I, „ I 5 I I INV. 6.2 / \ x RED. _ % I ° ° ° o f .� ,1 �-PERMEABLE I ,,/ ul o' - 5 - - - 560 ✓ • O II II `S3 7 57 � �PERMEABLE� \ PAVERS VkI#3 I I = f"'�� � � i _ - _ - FXIST�NG ORE S SHALL -- PAVERS A I O „ / - - D RMF LEER S _ 6" PAVER UNDERDRAIN, TYP. \* \ J I ID„„ _560- -$E �i�i/E$PEN�TE- - �� 3 0 • - �N�IEET3 II P2 CIE TO STORM INLETS, TYP. / I1'1 / EX 8 PRIVATEPVC S.S. 2 � \ - -/ , ° , a • �_;' �>: \_�` �_ � 1 _ S - S S S S S S S �- 1 s 2 i �,, / � �// E3C. CONC. WALL T 20' ACS , �, ♦ . � I � I I I I I lu, / 8- S EASEMENT \ + --- ----' S'�, ��an„ �A I-P S I \ l-; 3ID RI1�1�47.Y4EX. D 1 • - • S - S , TIE TO EXISTING I S�Q\ it v'nI Wir1� WIN .w�' ,�„ �F / m��-, "",�, , C • I544.83 4 • • 1 ������������WWYI���-AW 1 r► L. �.� 2 - I EX. D -2B(1 ) I (9'' RIM 55.94 --- i� i / INV. 39.11 -560� SS, U / 6 ,,- / B E RKMAR TIE STORM INTSS �AIl I SYSTEM @ EX. \ I I CROSSING \ % C -560 / SD I \ \ EX. DI-1 0 20'f /-36 (4) ,\ Al oo \ r / RIM 550.11 11 I 1 _EASiMENT 1 RIM 545.56 / \ �' INV IN 544.3210 Uj cn I I V. UT 541.78 EX. �DMH� 0 / \ - RIM 1546.14 T I A L L� - - _j INV. OUT 544.32 I / 1 a INV. 539.0 I I I EX. V�� �� � I 50W / RIM 543 21 BkrmrC�1-2 AAI M I EX. SMH INV. IN �38.18 NII ------ - B E R K A R C RO S I N G 1 RIM 546.92 INV, OUT 537.32 RIM 549.27 � EX V S-S= S I INV. IN 542.5± II INV. IN 542.75 I I - J INV. OUT 542.32 NV. OUT 541.29 I Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com I MA U O 0 oa) ,z = �U U) �N cc N ;_.o O (/ _ _c cc co a E ,v N N = 1 XIVH OF l f I• � Y o O ✓ a� v aQ Steven W. Edwards t-' Cert. No. 0931 a .o Q 1 o J ti (1)w �E N O 6 = 0 N N = N Q �Q A"TH O Q� 2 N 0 20 Alan G. Franklin Lc. No. 35326 0 N O �v > 'D ci' w E O U)O'\'A L o Q) ca a� O o Z T o = i T � o SCALE: 1" = 30' _. ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS W L RR O U_ SHEET: a W J w O Z Z_ 2 a Cn Utility Plan OF 27W n C: O v - c 0 U 0 0 Z N m 00 0 N N Lfl IN 1-LS \ \\ �� / •j • 3-CF \ V A \ 12- RC 8- VB oy 1 5-IA - 1-MV THE GARDEN \ 1- LS 1-AA / A 0 15 30 60' 120' _ SPOT _ • 1- MG / 1-LS \ \ O A / S� , / / 7- RC �� 4-BW oy 1 \ - QSQ A 5- IA � Q _ i - a v a \ \ COUNTY CALCULATIONS: TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 6.625 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 3.175 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 1.500 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 7.322 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy ('A' above) 7.322 Min. Tree Canopy Requirement: 15% (see Section 32.7.9.9.b) Total: 1.10 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 1.50 Bonus Factor 1.25 Total: 1.875 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (At): 1.10 Tree Canopy Preserved (B): 1.875 Additional Canopy Required: -0.775 Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) Open Space and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 124,898 sf (2.87 Ac) Required: 6,245 sf (.14 Ac) / 50 sf = 125 Proposed: 335 Trees (includes all required shrubs and evergreens adjacent to travelways/parking areas and the existing trees being saved- 69 trees, 249 shrubs, 19 evergreens) Parking Lot Trees: Total Spaces = 234 Required = 23 Provided = 31 + all the existing mature trees being saved 1/10 spaces required Screening: As Shown on plans via evergreen plantings. ARB: Frontage = 494.70' Required Street Trees = 14 (495/35) Provided Street Trees = 14 + additional plants and site elements I I I I/O I II I I I I / I I MATE I ITS SAVE i \ 7- CJ 8- TG 1- LS / Z'3- CF 2- LS 66- IL= x 3- CJ 4, PLANT LIST (REQUIRED) LANDSCAPE NOTES: Label Scientific Name CommonName AA Amelanchier arborea'Auturm Brilliance' Autumn Brillance Serviceberry AC Acer rubrum'October Glory' October Glory Maple AC1 Acer rubrum'October Glory' October Glory Maple AP Acer griseum Paperbark Maple BJ Buxus sinica var. insularis 'Justin Brouw ers' Justin Brouw ers Boxw ood BM Buxus x 'Green Mountain' Green Mountain Boxw ood BN Betula nigra'Heritage' Gump River Birch BW Buxus sinica var. insularis'Wiintergreen' Wintergreen Boxwood CD Cedrus deodara Deodar Cedar CF Cornus florida 'Cherokee Chief' Cherokee Chief Dogwood CJ Cryptomeria japonica'Yoshino' Yoshino Japanese Cryptomeria CK Cornus kousa 'Stellar Pink' Stellar Pink Kousa Dogw ood CM Carex morrow ii'lce Ballet' Ice Ballet Sedge DID Narcissus x 'Carlton' (Large -cupped) Carlton Daffodil HC Hypericumcalycinum St. John's Wort IA Ilex attentuata 'Fosteri' Foster #2 Holly IL Ilex glabra'Densa' Densa Inkberry LM Liriope rruscari'Variegata' Variegated Liriope LS Liquidambar styraciflua'Rotundiloba' Rotundiloba Sw eet Gum MG Magnolia grandiflora 'Edith Bogue' Edith Bogue Magnolia ML Magnolia grandiflora'Little Gem' Little Gem Magnolia MV Magnolia virgin ica 'Australis' Australis Sw eetbay Magnolia PH Pennisetum alopecuroides 'Hameln' Dro arf Fountain Grass PX Peony X'Eden's Perfume' Eden's Perfume Peony QB Quercus bicolor Sw amp White Oak QR Quercus coccinea Scarlet Oak QS Quercus shumardii Shumard Oak QS1 Quercus shumardii Shumard Oak RC Rhododendron cataw biense'Purpureum Grandiflorum' Purpureum Grandiflorum Rhododendron TG Thuja 'Green Giant' Jolly Green Giant Arborvitae TH Thuja occidentalis 'Emerald' Emerald Green Arborvitae UL Urnus parvifolia'Allee' Allee Chinese Bm UL1 Ulmus parvifolia'Allee' Allee Chinese Bm VB Viburnum plicatum'Triurrph' Triumph Viburnum VM Vinca minor'Alba' Common White Periw inkle ZE Zelkova serrata 'Green Vase' Green Vase Zelkova Quantity Caliper Height Spread Root Comments 14 1.5-2" B&B Multi -trunk (3-5 trunks); dense, uniform branching 9 2.5-3" B&B Straight trunk; branching begins at 4% balanced head 1 3.5-4" B&B Straight trunk; branching begins at 4% balanced head 4 2-2.5" B&B Straight trunk; branching begins at 3% balanced head 20 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. 23 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. 6 2-2.5" B&B/cont Multi -trunk (3-5 trunks); w ell pruned (no straight w hip trunks) 23 24-30" B&B/cont All plants from one source; healthy color; balanced form; Y O.C. 3 6-7' B&B Full to ground; dense branching, straight, pyramdal form 10 1.5-2" B&B Straight trunk; branching begins at 2% balanced head 13 6-7' B&B/cont Full to ground; dense branching, straight, pyramidal form 9 1.5-2" B&B Straight trunk; branching begins at 2% balanced head 435 4" PLUG Dense form; good color; well rooted in pot; 12" O.C. 225 bulb Free of rot & disease; placed randomly 49 3 G Dense form; healthy color; uniform branching; 4' O.C. 36 5-6' B&B Full to ground; dense branching, straight, pyramidal form 106 24" 3 G Dense form; healthy color; uniform branching; 4' O.C. 425 4" pot (1 pint) Dense form; good color; well DEER rooted in pot; 18" O.C. 11 2.5-3" B&B Straight trunk; branching begins at 4% balanced head 13 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form 4 2-2.5" 10, B&B Full to ground; dense branching, straight, pyramidal form 11 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form 141 3 G Dense form; healthy color; uniform branching; 30" O.C. 39 2 G Full in pot; free of rot & disease; 36" 4 2.5-3" B&B Straight trunk; branching begins at 4% balanced head 4 2.5-3" B&B Straight trunk; branching begins at 4% balanced head 5 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head 12 3.5-4" B&B Straight trunk; branching begins at 4'; balanced head 19 3 G Dense form; healthy color; uniform branching; 4' O.C. 31 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form 45 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form 32 2.5-3" B&B Straight trunk; branching begins at 4% balanced head 1 3.5-4" B&B Straight trunk; branching begins at 4% balanced head 30 3 G Dense form; healthy color; uniform branching; 4' O.C. 316 4" QT Full in pot; free of rot & disease; placed randomly 14 2.5-3" B&B Straight trunk; branching begins at 4% balanced head 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL NOTES. 2. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' 5. CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (3-4" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. 10. ALL SITE PLANTS 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. 1 1- UL 1 3- MG 1 -BM 1 1 c 1 4 - HC 1 _ �4- QS1 I P I I I MD CH I BED I LIMI ,S\ I I I I 0 I / I I II 11. ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO FERTILIZING FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. CDNOTE: SEE SHEET 4 FOR REVISION LOCATIONS. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Z LLI LU J Z O J a o V ,,Zc ,, J CL o w U N O N w o"a _(n Wa W`m `- fT! `v c 3 2w 0 s' O r ^ VJ U A` lVl/1 U J ry ca `o o O o� E •J Z o w � U N � N o w U '2 N co ro 3 N W c a) 0 0 E c > o Cm m N Q O o � E fG o � c 3 c y -0W_ N 4:5 } O 7 i 0 3 uo � c o m a s .- U � '0 M U O 7 O N N O u7 Qcc T O Q E -o 0 N > �co �E Q Op O N N CC I N o N L V / p Q Steven W. Edwards U)J r Cert No. 0931 " � o y U -0�6 N � O N� �'� A�z vi� ccc �W �E tN O c N w 'U C - O (n (n C (/7 �E a� I'H O ,r V� Q) T O 0 � 3 O ✓ T +' Alan G. Franklin ° y _ Lic. No. 35326 2 N Ill C, E o 0 N A L 0 0 tf E c� a� O Z O Q) Co U) SCALE: 1" = 30' 4_ ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS a H Z O U O U. SHEET: a W J W H O Z ■ ■ _Z a Cn Cn W Landscape Plan OF 27 W n Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com OA IN 000�� rol I THE GARDEN `� ` \^ s /♦ X /O 0 15' 30' 60' 120' r1 SPOT l � Vf- -IRCC JF�IV CLJ AREAS; TYP. SUPPLEMENTAL PLANT LIST (NOT REQUIRED Label ScientificName CommonName AJ Acer palmatum var. atropurpureum'Bloodgood' Bloodgood Japanese Maple AP Acer griseum Paperbark Maple BJ Buxus sinica var. nsularis'Justin Brouwers' Justin Brouwers Boxwood BM Buxus x 'Green Mountain' Green Mountain Boxwood BW Buxus sinica var. nsularis 'Wintergreen' Wintergreen Boxw ood CA Gethra alnifolia Summersw eet Clethra CJ Cryptomeria japonica'Yoshino' Yoshino Japanese Cryptomeria CL Carex lupilna Hop Sedge CM Carex morrow ii 'Ice Ballet' Ice Ballet Sedge CN Camellia japonica'Nuccio's Gem Nuccids Gem Camellia CR Carex lurida Lurid Sedge DID Narcissus x 'Carlton' (Large -cupped) Carlton Daffodil DE Dryopteris erythrosora'Brilliance' Autumn Fern "Brilliance' HE Hosta siebddiana'Begans' Begans Hosta HM Hemerocallis 'Stella d'Oro' Stella d'Oro Daylily HP Hydrangea pan iculata'Lirrelight' Limelight Hydrangea HQ Hydrangea quercifolia 'Alice' Alice Oakleaf Hydrangea IA Ilex attentuata 'Fosterf Foster #2 Holly IB Iris versicdor 'Blue Flag' Blue Flag Iris IL Ilex glabra'Densa' Densa Inkberry LM Liriope muscari'Variegata' Variegated Liriope MV Magnolia virgin ica'Australis' Australis Sw eetbay Magnolia PG Penn isetu m alopecu roides Fountain Grass PH Penn is etu m alopecu roides 'Hameln' Dwarf Fountain Grass PT Pachysandra termrinalis Japanese Pachysandra RA Rhododendron cataw, biense var. albs Alba Rhododendron RC Rhododendron cataw biense 'Purpureum Grandiflorum' Purpureum Grandiflorum Rhododendron VB Viburnum plicatum'Triumph' Triumph Viburnum VM Vince mino'Alba' Common White Periw nkle ZE Zelkova serrate 'Green Vase' Green Vase Zelkova Quantity Caliper Height Spread Root Comments 1 2-2.5" B&B Multi -trunk (3-5 trunks); dense, uniform branching 6 2-2.5" B&B Straight trunk; branching begins at 3'; balanced head 24 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. 17 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3O.C. 82 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. 6 3 G All plants from one source; healthy color; balanced form; 3' O.C. 7 6-7' B&B/cont Full to ground; dense branching, straight, pyramidal form 27 1 G All plants from one source; healthy color; balanced form; 30" O.C. 140 4" PLUG Dense form; good color; w ell rooted in pot; 12" O.C. 32 3 G All plants from one source; healthy color; balanced form; 3' O.C. 55 1 G All plants from one source; healthy color; balanced form; 30" O.C. 625 bulb Free of rot & disease; placed randomly 13 1 G Dense form; good color; w ell DEEP, rooted in pot; 18" O.C. 20 1 G Dense form; good color; w ell -rooted in pot; 24" O.C. 62 1 G Dense form; good color; well rooted in pot; 18" O.C. 3 7 G Straight trunk; branching begins at 2'; balanced head; TREE -FORM 38 3 G Dense form; good color; well rooted in pot; 4' O.C. 9 5-6' B&B Full to ground; dense branching, straight, pyramidal form 10 bulb Free of rot & disease; 18" O.C. 94 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. 140 4" QT Dense form; good color; w ell Di ERrooted in pot; 18" O.C. 3 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form 112 24-30" 3 G All plants from one source; healthy color; balanced form; 3' O.C. 26 24-30" 3 G All plants from one source; healthy color; balanced form; 3' O.C. 345 4" QT Dense form; good color; w ell rooted in pot; 18" O.C. 16 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. 13 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. 14 24-30" 3 G Dense form; healthy color; uniform branching; 4' O.C. 450 4" QT Full in pot; free of rot & disease; placed randomly 3 2.5-3" B&B Straight trunk; dense, branching begins above 4' LANDSCAPE NOTES: 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL NOTES. 2. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' 5. CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (34" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 00 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. 10.ALL SITE PLANTS 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. 11.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. CDNOTE: SEE SHEET 4 FOR REVISION LOCATIONS. ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com g4 � Z •� W 0 W J z O J a o V bu c J CL c O w U (N O N W o� -C(n Wa W`m `— CU D 3 � a Dw 'O U) U A` lVl/1 U J ry ca `o o s O _ (1) Z ow U N N O w N U '2 N co ro 3 N W C O O E O > O Cm M N Q O N O O E cO O O c 3 c y -0q- N 4:5 }, O 7 i 0 3 uo � c c m a s .- U � '0 m U 7 O O O N a) Q � N � N O u7 -0 cc T O O N O C co @ Q E �LTH Op O C U) GI nn +r o W N L O ✓ a� v aQ Steven W. Edwards X U)J r Cert. No. 0931 " o 2 0- , j V U) 0 C �Cq o NO �'� A`�C� �cc "U5 W �E N O O N w 'U C — O C (0 O Q i L O I'H OF ,r V� T O 0 � 3 O ✓ T +' Alan G. Franklin ° y _ Lic. No. 35326 1 2 N 11,) -to 'VA L O (D t� c� a- O .� z 0 Q)_ a) Co U) N SCALE: 1" = 30' 4_ ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. 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' 3 1 •'� p 0 O 1 'I ?8 •�' S p p SZ xS •S a,S ^•F 1 1 1 `T 1'.? ?0 o6 p3 O6. c, y 9 F OZ 'p 'F 2 2 2 2 19 ?9 •0 •g '6 F p O 03 .9 .2 .S 1 1 1 1 1 1, 10 09 08 °S °� o ' BERKMAR CROSSING z 1 1 1 ✓ O O p3 p) O p o9 10 IZ 'l1 1 1 '1 •O 1 O O O O O OS 02 00 00 p1 �1 OZ 1 p ? F O ° SI. S F 6 6 , 6 ° ° ° O � O SITE PHOTOMETRIC PLAN SCALE: 1:30 LUMINAIRE SCHEDULE Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description Detail Reference Location 2 A SINGLE 1547 19.8 1.000 HNLED18NA E/20A Q 2 B SINGLE 802 16.8 1.000 PD-W2605-WT F/20A 4 D SINGLE 3697 46.8 1.000 EVO VR 35_45 ISAR LS CGL A/20 6 E SINGLE 2334 31 1.000 DSXB LED 12C 700 40K ASY B/20 6 F1 SINGLE 607 10.63 1.000 KPLMNDGMBFLL140 C/20 ��. 8 S1-T3-SNG SINGLE 28037 261.6 1.000 ALED3T260-D10 (T3 - SNG) D/20 3 S1-T4-DBL BACK -BACK 27428 262.5 1.000 ALED4T260_D10 (T4 - DBL) D/20 ��. 9 S1-T4-SNG SINGLE 27428 262.5 1.000 ALED4T260_D10 (T4 - SNG) D/20 3 S2 SINGLE 2575 21 1.000 DSXF1 LED P1 40K HMF F/20 1 S3 SINGLE 2850 21 1.000 DSXF1 LED P1 40K MSP G/20 OR G/20A (ALT) 1 S3-ALT SINGLE 2636 29.9 1.000 FCD803-UNV-4K-3000L-SPOT G/20A 1 VP SINGLE 588 15.4 1.000 OLVTWM D/20A 4 WP SINGLE 4762 45 1.000 DCC150L45W490OLMV50K-M A/20A 1 WP1 SINGLE 12508 135.9 1.000 DCC20OLl35W14000LMV50K-M B/20A 18 WP1-T4 SINGLE 32751 365 1.000 DCCT4200L135W14000LDMV50K-M C/20A CALCULATION SUMMARY Label CalcType Units Avg Max Min Avg/Min Max/Min GRASS -Planar Illuminance Fc 3.97 23.5 0.0 N.A. N.A. NOTE: THE MAXIMUM LUMEN EMITTED IS LOCATED BENEATH THE PORTE-COCHERE (#24) AT THE BLAKE ENTRANCE. PHOTOMETRIC NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT 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. 2. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 3. PHOTOMETRICS PREPARED BY LIGHTS FANTASTIC, CARROLLTON, TX. 4. ALL FIXTURES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED. 5. ALL DECORATIVE FIXTURES (37-41, 43, 74-77) SHALL MEET THE ALBEMARLE COUNTY ARB ENTRANCE CORRIDOR GUIDELINE #31. FIXTURES SHALL HAVE AUTOMATIC TIMING DEVICES AND BE EXTINGUISHED BETWEEN THE HOURS OF 11:00 PM AND DAWN, EXCEPT FOR THOSE AT FLAGPOLES. FIXTURES SHALL BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. NO MODIFICATIONS SHALL BE MADE TO REFLECT SEASONAL COLORS. LUMINAIRE LOCATION SUMMARY LumNo Label X Y Z Orient Tilt 1 WP1-T4 5739.126 1699.995 20 223.35 0 2 WP1-T4 5768.645 1707.508 20 313.585 0 3 WP1-T4 5705.907 1735.34 20 223.35 0 4 WP1-T4 5799.313 1736.196 20 313.585 0 5 WP1-T4 5829.944 1764.912 20 313.585 0 6 WP1-T4 5676.19 1767.049 20 223.35 0 7 WP1-T4 5862.675 1795.654 20 313.585 0 8 WP1-T4 5643.829 1801.595 20 223.35 0 9 WP1-T4 5905.459 1835.733 20 313.585 0 10 WP 1-T4 5595.461 1853.093 20 223.35 0 11 WP1-T4 5571.99 1867.865 20 223.35 0 12 WP1-T4 5579.292 1888.866 20 132.648 0 13 WP1-T4 5599.283 1910.307 20 133.66 0 14 S1-T4-SING 6011.313 1928.37 20 224.863 0 15 WP1-T4 5630.495 1936.837 20 132.648 0 16 WP 5997.473 1959.069 20 222.84 0 17 WP 1-T4 5658.158 1965.542 20 133.66 0 18 S1-T4-SNG 5963.99 1978.756 20 224.863 0 19 WP 5975.044 1982.952 20 222.84 0 20 WP1-T4 5690.099 1992.757 20 132.648 0 21 S1-T4-SNG 5912.968 2003.177 20 224.863 0 22 D 5843.084 2007.965 11 0 0 23 D 5834.286 2016.493 11 0 0 24 D 5856.012 2019.606 11 0 0 25 WP1-T4 5716.428 2020.159 20 133.66 0 26 D 5847.214 2028.134 11 0 0 27 S1-T3-SNG 5901 2046 20 134.835 0 28 W1P1-T4 5746.131 2051.338 20 132.648 0 29 S1-T4-DBL 6007.421 2058.041 20 312.51 0 30 S1-T3-SNG 5873.505 2073.988 20 312.576 0 31 S1-T4-SNG 5826.053 2092.407 20 224.863 0 32 S1-T3-SNG 5548.953 2100.573 20 337.549 0 33 S1-T3-SNG 6119.056 2112.892 20 225.979 0 34 S2 5909.123 2111.022 0.5 178.267 77.636 35 S1-T3-SNG 5640.3 2119.851 20 333.606 0 36 S1-T3-SNG 6082.974 2151.662 20 223.704 0 37 F1 5928.899 2164.054 0 0 0 38 F1 5938.634 2173.247 0 266.72 0 39 F1 5917.795 2174.629 0 0 0 40 F1 5928.711 2184.938 0 266.72 0 41 F1 5906.03 2185.733 0 0 0 42 S1-T4-DBL 6029.32 2192.563 20 311.241 0 43 F1 5918.299 2197.319 0 266.72 0 44 S1-T4-SNG 6241.393 2202.648 20 222.93 0 45 S1-T4-SNG 5930.029 2206.941 20 42.316 0 46 S1-T3-SNG 5836.725 2215.539 20 251.506 0 49 S1-T3-SNG 5707.687 2239.65 20 285.178 0 50 S1-T4-SNG 6194.507 2251.807 20 1222.856 0 51 S1-T4-DBL 6102.392 2261.598 20 311.241 0 52 S1-T4-SNG 5869.884 2272.013 20 42.316 0 53 S3 6095.929 2255.589 0.5 224.225 133.385 54 S2 6128.56 2301.435 0.5 150.689 95.245 55 S2 6123.133 2304.341 0.5 330.966 94.567 58 WP1 5946.494 2354.839 20 131.941 0 60 S1-T4-SNG 5862.707 2372.161 20 315.114 0 62 S3-ALT 5890.44 2214.99 0 0 0 63 WP 5989.966 2353.31 20 39.54 0 64 WP 6049.347 2290.159 20 39.54 0 67 VP 5909.97 2403.812 8 268.568 0 68 E 6005.352 2360.857 0 0 0 69 E 6023.424 2341.509 0 0 0 70 E 6050.832 2338.219 0 0 0 71 E 6066.954 2314.975 0 0 0 72 E 6120.647 2032.675 0 0 0 73 E 6090.207 2028.792 0 0 0 74 B 5894.691 2200.377 8 0 0 75 B 5903.118 2208.632 8 0 0 76 A 5956.453 2167.61 0 134.558 93.719 77 A 5952.227 2163.648 0 134.256 90 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com NJ 0C Q 0 J Z � O J a Q V C J aO+ 0 o� U N O N 0,10 s Ll N � ii�' \v cc N S 3 �@ O W CJ V d s O a) � Z O bl U N C a)O O Cn U •O N ca m 3 C a) 0 O O E _ T C � N aL-+ O O E m O = C (O � C i Nw N a+ 7 }, O `0 3 Up � C O .2'2 U L oW Q = N O T N O � C G Y O (A = C � a E OF O C: C Cc s ��LTH O V 7 ,f, N N a Steven W. Edwards N Cent No. 0931 a N O • 9 PE ARG U) N N C N 3 T w U) E � O 'O C - O (A N C N_ (O E s � tiTH 01, A T O� C O � 3 o Alan G. Franklin WE _ Lic. No. 35326 z N W N N O N CL E o s c C� a= O o z0 -o = m � z> ro cn `o SCALE: 111 30' ISSUED: 10/09/2017 Q N REVISIONS: z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS H M O u_ 0 SHEET: a w J W r O z Z a Photometric Plan W OF27W n NOTE: LABELS NOTED REFER TO LUMINAIRE LOCATION SUMMARY AND DETAIL NAME. FOR POLE DATA SEE DETAIL E/20. FOR POLE FOUNDATION SEE DETAIL H/20A. ■ GENERAL LIGHTING NOTES: Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com c 0 V 7 C 0 U , 0 Z a 0 CD N \ N Ln ■ 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 7. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2-FOOT (2') CONCRETE PARKING BUMPER. 8. ANY JUNCTION BOXES SHALL BE WATERPROOF. 9. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 10. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. ALED3T260/D10 USA RAB Project: Type: The Blake at Charlottesville Si-T3-SNG Prepared By: Date: 2/21/2018 Driver Info LED Info Type: Constant Current Watts: 26OW 120V: 2.2A Color Temp: 5000K 208V: 1.3A Color Accuracy: 70 CRI 24OV: 1.1A L70 Lifespan: 100000 277V: 1.OA Lumens: 28037 Input Watts: 262W Efficacy: 107 LPW Specification grade area lights available with IES Type III distribution. For use for Efficiency: 99 roadway, general parking and other area lighting applications where a larger pool of lighting is required. Patent pending thermal management system. 5 Year Warranty. Color: Bronze Weight: 79.4 Ids Technical Specifications Listings Construction IP Rating: UL Listing: IES Classification: Ingress Protection rating of IP66 for dust and water Suitable for wet locations. The Type III distribution is ideal for roadway, general Reflector' DLC Listed: parking and other area lighting applications where a larger pool of lighting is required. It is intended to be Vacuum-metalized polycarbonate This product is on the Design Lights Consortium (DLC) located near the side of the area, allowing the light to Gaskets: Qualified Products List and is eligible for rebates from project outward and fill the area. DEC Member Utilities. High -temperature silicone gaskets DLC Product Code: PMH55PPR Effective Projected Area: Finish: IESNA LM-79 & LM-80 Testing: EPA - 1.2 Formulated for high -durability and long lasting color. RAB LED luminaries have been tested by an Maximum Ambient Temperature: Green Technology: independent laboratory in accordance with IESNA LM- Suitable for use in 40°C (104"F) ambient temperatures 79 and LM-80, and have been received the Cold Weather Starting: Mercury and UV free. RoHS compliant components. Department of Energy "Lighting Facts" label. Polyester powder coat finish formulated without the Dark Sky Approved: Minimum starting temperature is -40°C (-40°F) use of VOC or toxic heavy metals. y Thermal Management: For use on LEED Buildings: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. Superior thermal management with external "Air -Flow" IDA Dark Sky Approval means that this fixture can be fins. used to achieve LEED Credits for Light Pollution LED Characteristics Reduction. Lifespan: Lens: Electrical 100,000-hour LED life' an based on IES LM-80 P Tempered glass lens. Dimming Driver: results and TM-21 calculations. Housing: Driver includes dimming control wiring for 0-10V LEDs: Die cast aluminum with airflow fins for cooling. dimming systems. Requires separate0-10V DC Multi -chip, high -output, long -life LEDs Lens: dimming circuit. Dims as low as 10%. Color Consistency: Tempered glass Drivers: 7-ste MacAdam Ellipse binning to achieve consistent P P 9 Mounting: Constant Current Class 1 166OmA 100-277V 50- fixture -to -fixture color. 60Hz 120V:2.2A 208V: 1.3A 240V: 1.1A 277V: 1.OA Heavy-duty mounting arm with "O" ring seal & Color Stability: stainless steel screws LED color temperature is warranfied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377- 2017. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright© 2018 RAB Lighting Inc. All Rights Reserved Note: specifications are subject to change at any fime without notice D LIGHT FIXTURE'S1-T3 & 4-SNG/DBL' 20 % DETAIL Page 1 of 2 Luminaire Type: D gotham' CatalogNumber faut0000ulatedl: EV06VR35l45 SARLSCGLIvIVOLTEZIO Gotham Architectural Downlighting ............Vandal Resistant LED Downlights 6" Evo° LightshieldT•' '-4..._ Solid -State Lighting •ra0' OPTICAL SYSTEM • Tested according LM-79 and LM-80standards y Sell-flangedsemi-specular,matte-diffuse or specularfrnishingtrim • Overload and short circuit protected c • Patented Bounding Ray- optical design (U.S. Patent No. 5,800,050) • 2.5 SDCM; 85 CR I typical, 90+ CRI optional • Marine -grade die-cast aluminum bezel, low copper alloy (<J %copper) LISTINGS • Stainless steel Torx'IT20 tamper -resistant screws • Fixtures are UL listed; wet location, covered ceiling. Complies with US and • One-piece closed -cell silicone gaskets Canadian standards Polycarbonate lens integral to light engine • IP55 rating (below the mounting surface) standard; IP65 rating possible with MECHANICAL SYSTEM the use of silicone. Refer to TECH-200 for ingress protection ratings. • l6gaugegalvanized steel construction; maximum ?/8"ceiling thickness WARRANTY • Telescopic mounting bars, maltimum of 32" and minimum of 15", preinstalled; • 5-year limited warranty. Complete warranty terms located at: 4" vertical adjustment www.ac ui tvbrinds.corrYGustomerResourcesvTerms and conditions asox • Tool less adjustments post installation • Junction box capacity: 8 (4 in, 4 out) 12AWG rated for 90•C Note: Actual performance may differ as a result of end user ervvironn-ent and application. Light engine and driver accessible through aperture All values are design or typical values, measured under laboratory conditions at ELECTRICAL SYSTEM 25• C. • Fully serviceable and upgradeable lensed LED light engine • 70% lumen maintenance at 60,000 hours A aJ�A+Capable ptiens indicated tythiscolortsdglound EXAMPLE: EVOlSVR350O6AR CGL 120EZ1 RWHG 0 3 a Color Nominal lumen Aperture/ Series temperature values Trim color Finish Lens type Voltage EV06VR 27/ 2700K 18 10001omens BAR Clear LSS Semi-specular CGL 119' clear glass lens MOLT 3W 3000K 15 15001umens WR Pewter LO Matte -diffuse T73 3/16" tem pered Prismatic gla ss lens 120 35f 35001E 20 2000lumens MR Wheat IS Specular FOL 118" tempered flush opal glass lens 277 401' 4000K 25 2500lumens BCR Geld CVX 3/16" clear convex 0 ass lens 347 5W 5000K 30 3000lumens BNIRI White PC 3/16"clear pol}carbonatelenses 35 35001umens BBRI Black PPCa 1/8"prismatic polycarbonatelenses 40 40001umens 45 45001umans Driver3 Options III eldoLED 0-10V ECOdlive. Linear dimmingto 10% min. SF Single fuse. Specify 120V or 277V. Architectural Colors- Powder Paint10 EZl eldoLED 0-10V ECOdnve. Linear dimmingto 1%min. Ell Emergency battery pack with remote test switch OWRC Matte white(standard) EZB eldoLEDO-10VSOLOdrive. Logarithmic dimming to<1%. NPSODEZ5 nlight® dimming pack controlsll_IOV BOB Dark bronze EDAB eldoLED SOLOdriveDALI.Logarithmic dimming to<1%. eldoLED drivers. OBL Black EOXB eldoLED POWERdriveDMXwithRDM (remote device management). NPSOOEZERAI nlight® dim min gpack controls 0.10V DWN Glass white Square Law dimmingto <1%. Includes termination resistor. Referto eldoLED drivers. ER controlsfidures on 0118 Medium bronze DMXRManual. emergency circuit. ONA Natural aluminum EXAI XPoint Wireless, eldoLED O-IOVECOdrive.Linear dimmingto1%.Refer to XPoint tech sheet. BGTD Bodine generator transfer device. Specify 12OVor277V. Architectural PWR Colors -Plating Pewter EJIAB XPoint Navies' eldoLED 0-I0VSOLOdrive- Logarithmic dimming to g gg WC Zinc-platedwlre uard SCN Satin chrome ECOS241 <1%.Refer toXPomtthe chshSet Lutron®Hi-Luni2-wireforward-phase driver. Minimum dimming PC0° 3116" clear polycarbonate lens underlay (roomside) ORB Oil -rubbed bronze level 1%. Minimum lumen 10001maximum lumen 3000, Cps Chicago plenum. Specify 120Vor27N. ECOS343 LutronOHi-Lume@3-wireorEcoSystemOdimming driver Minimum RRL RELOCIlk-readyluminaire.Provides compat- dimming level 1%. Minimum lumen 1000/Maximum lumen 4500. ibilitywith Lithonia RELOC system. Access above ceiling required. ACCESSORIES order as separate catalog numbers (shipped separately) ISO BC 01 wall boxdim mer. RefertolSD BC. EVO-VR-6-LENSED I GOTHAMARCHITECTORALDOWNDGHTING I P800.315.4982 I gothamlighting.com PAGEI OF4 ®2012-2018 AeuXy Brands Lighting, Inc. All Rigtrts Reserved.nay. GIGA8.SperifDationssubject to change without notim A LIGHT FIXTURE 'D' 20 % DETAIL I@1 gotham• OPTION 2 Catalog Number 1416 SS P-20-4-11-BZ Project TVpe TECHLIll POLE FEATURES & SPECIFICATIONS 20' Steel 4" Square 11 Gauge Pole POLE - The pole shaft is fabricated from hot rolled carbon steel having a SSP SERIES minimum yield of 55,000 PSI and conforms to ASTM A500 grade C require- ments. The shaft construction is a single piece of formed steel welded lor i- tudinally. The hand hole is located 1' 6" above the pole base. Aground lug is provided standard. ANCHOR BASE - The anchor base is fabricated from a structural quality hot rolled carbon steel plate that has a minimum yield strength of 36,000 PSI. The anchor base telescopes the pole shaft and has a circumferential weld on Mounting Options the top and bottom. n BASE COVER -Afull base cover is provided which encapsulates the base cri plate and anchor bolts to provide a clean transition from pier to pole. DM1 DM290 DM2180 FINISH - A Super Durable Polyester powder coat finish is electrostatically applied in our state of the art paint facility. Standard colors available: Black, Bronze, US Green, White. Custom colors available upon request. Galvaniz- ing and T-Guard treatments available upon request. Additional warranty ex- T312 tensions available with these treatments. DM390 T238 DI T238 Technical Data BohCircle Nominal Pole Height X-C" (Al-ysmea-clonthediag-1) 080" Side C Shaft Dimensions 20'x4",` /, Wall Gauge 11 Gauge / ❑ Side B Side D Bolt Circle 8.0" 8.0" I C] Bolt Size 3/4" x 18" x 3" 1.,f Side A Base Plate Dimensions 8.0" sq. x .75" thk. Est. Shipping Weight 1491bs 8.0 Drilling Locations Max EPA (1.3 Gust) Sides A B C D Hand Hole Hand Hole X 90mph 9.2 Location 100 mph 6.6 DM1 X DM290 X X 110mph 47 120 mph 3.2 18.0" DM2180 X X 130 mph 2.1 DM390 X X X 140 mph 1.2 DM490 X X X X A. ORDERING INFORMATION Example: SSP 20 4 11 BZ T238 Choose the bold race options for the appropriate pole configuration for your application and enter on the lirs, above KAB 341808 R each pole aftribute. Axessom may be factory installed depending on the particularaocessrory chosen; but must still be ordered as aseparate line rem. SSP Series Pole Hei ht Pole size Pole Gau a 9 Color Mountie Drill Pattern 9 9 SSP 20 20' Nominal 4 4" Square 11 11 Gauge Bill Black DM1 Drill One Side Blank None - for Tenon BZ Bronze DM290 Drill Sides at90' Mounting NOTE: ANCHOR BOLT KITS MUST BE ORDERED WH White DM2180 Drill Sides at 180* S SSA Drill Mount AS A SEPARATE LINE ITEM. EACH KIT IS GR US Green DM390 Drill Sides at90` Pattern PROVIDED WITH A RIGID TEMPLATE FOR GilGalvanized DM490 Drill 4Sides at90` V VSA Drill Mount INSTALLATION. SEE ACCESSORIES FOR KIT 1l Galvanized and Painted T238 2-3/8" OD Tenon (Standard) Pattern TG1PART NUMBERS. PLEASE NOTE ON PURCHASE SP Tpecial Internal Coating T278 2-7/8" OD Tenon ORDER IF ANCHOR BOLTS AND TEMPLATES SP Special T312 3-1/2" DO Tenon ARE TO BE PRE -SHIPPED. NO No Drilling Accessories (Order as separate line items) NOTES 1 Must specify pant color in addition to these coding colors (Ex nn e. GLVPBZ; KAB34180SR AB Kit (4)3/4• x18'Bold and Rvid Template TLGFIA Ground Fadl Receptade TCBZ, GLVPTGB4 KAB341SG08R AB KA(4) 3/4'x 18"Galvanized Bolls and Rigid PHI-11 Adtlifiona'Hand Hole 2 Please note location for additional hand hole when ordering. See Drilling Locations, Template diagram for location designations. Techlight www.techlightuse.com 2707 Satsuma Drive, Dallas, TX 75229 PH:214.350.0591 FX. 214,350.9137 *"All dimensionsand spedfiatlonsaresubje to,TangewRh,vt notice'" REV'. 2016DI13-01 E LIGHT POLE FOR 'S1'FIXTURES 20 DETAIL d"series Specifications Diameter: 8„ Round Height: 42" Weight 27111 (max): Ordering Information I DSXB LED Asymmetric 12C 1L,' Symmetric 16C 16LEDs' D-Series LED Bollard )igfiting rt facts H �DJ 350 350mA 450 450mA',a 530 531)mA 700 700 mA Accessories MRABD Anchor bolts for DSXB' 30K 3000 K 40K 4000 K 50K 5000 K AMIX Amber phosphor converted AMBLW Amber limited wavelength'A DSXB LED 12C 700 40K ASY MVOLT H36 DI Introduction The D-Series LED Bollard is a stylish, energy - saving, long -life solution designed to perform the way a bollard should -with zero uplight. An optical leap forward, this full cut-off luminaire will meet the most stringent of lighting codes. The D-Series LED Bollard's rugged construction, durable finish and long-lasting LEDs will provide years of maintenance -free service. EXAMPLE: DSXB LED 16C 700 40K SYM MVOLT DDBXD ASY Asymmetric' MVOLT` Shipped installed Shipped installed DWHXD White SYM Symmetrlr' 120 ` BE Photoelectric SF Single fuse g DNAXD Natural 208 cell, button (120,277, aluminum type 347V) ^-' 240' DMG 0-10Vdim- DF Doublefuse DDBXD Darkbronac 277' mmgdriver (208,_)40V)`/ DBLXD Black (nocontrois) H24 24"overall height DDBTXD Textured dark 3471 ELCW Emergency H30 30"overall height bronze battery backup' H36 36"overall height Bill Textured FG Ground -fault black festoon outlet DNATXD Textured UAB Withoutanchor natural bolts aluminum L/AB4 4-belt retrofit base withoutanchor DWHGXD Textured bolts' white NOTES 1 Only available in the 12C, ASY version. 2 Only available in the 16C, SYM version. 3 Only available with 450 AMBLW version. 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF DF options), or photocontrol (PE option). 6 Not available with 347V. Not available with fusing. Not available with 450 AMBLW. 7 Singlefuse (5FI requires 120, 277, or 347 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 8 MRAB U not evailablewith UAB4 option. '. L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com LIGHT//VG. OQ012-2017 Awty Brands Lighting, Inc. Au rights reserved. B LIGHT FIXTURE BE 20 ) DETAIL 1' D -Series Size 1 `'°c,rnbere DSXF 1 LED P1 40K HMF MVOLT THK DDBY LED Flood Luminairei-te, 'gluing ,lr r ■ r S2 Introduction d=series D-Series Size 1 Flood features advanced optics and precision illumination in a sleek and compact form that seamlessly blends with the environment. Specifications W 0 _ State of the art reflector design with cutting edge EPA, 0.6, ft o o chip -on -board LED technology produces excellent uniformity using precision beam patterns. Depth: 3-1/8" ' H Provides long -life replacement for 70-150W metal Width: 8-7/8" �� pH halide floodlights offering up to 77%energy o o i savings with expected service life of over 100,000 Height: 7-3/4" „) hours. Overall 12" Height Weight: 7.2 ILs • EXAMPLE: DSXF1 LED P1 40K MSP MVOLT THK DDBXD DSXF1 LED DSXFI LED P1 P2 30K 3000K 40K 4000K 50K 5000K NSP Narrowspot MVOLT' Shipped included MSP Medium spot 120E THK Knuckle withl/2"NPS MFL Medium flood 2081 threaded pipe FL Flood 2401 IS Integral sllpfltter WFL Wide (this 2-3/8"O.D.tenon) WFR fte obit, 277' YKC62 Yoke Nuh16-3SOmrd radon rectangular 347' Shipped' pp HMF Horizontalfood DSXFI/2TS Tenon slipfitter (23/8 OD THK required) FTSCG6 Tenon Sheffer (fits 2 3/8 to 2 718'03. tenon.YKC62 required) Shipped installed DDBXD Dark BE Photocontrcl,buttonStyle4s bronze PEX Photocontmlexternal threaded DBLXD Black adjustable' Di Natural SF Single fuse (120,277,34 1 aluminum DF Double fuse (208,240)' DWHXD White DMG 0-10V dimming driver (no controls) Shipped separately' UBV Upper/battomvisor (universal) FV Fullvisor VG Vandal guard Accessories Stock configurations are offered for shorter lead times: NOTES 1. MVOLT driver o rates on line voltage from Pe 9 r x t2o-2nV DSXn12TS DDBI(D Il Slipier, fo;7 i1 13/8"01)tenons; males 2. Single fuse (SF)requires 120V, 277Vor wnhl/Y'rh,,M,dknu kr,(,,,,fy finish) 347V. Double fuse (OF) requires 208V,240V DSXFI LED P140KWFLMVOLiiHKDDBXD DSXFI LED PI 40K •pgDTIR or 480V. FRWBDDBXDU Radius wall bracket,2-3/8"OD fy tenon(speci 3. Also available as accessories; see finish) DSXFI LED P156KWFL MVOLTTHK DDBXD DSXFI LED P1 50K *240TJG Accessories information at left. FSPB DDBYDU Steel square pole bracket 2"3)8'OD tenon (specify finish) DSXFI LED P140KWFL VVOLTYKC62 DDBXD DSXFI LED P140KYK *263KL9 4. Rated 25C maximum ambient for performance package P2. Specify PEX for DSXF1uBVDDBXDu Upper/bottomvisoraccessory(speciryfinlsh) DSXFI LED PI SOKWFLMVOLTYKC62 DDBXD DSXFI LED In 50KYK *263111E higher ambient temperatures. DS%FIFV DDWIDU Fullvixnr accesiorylspeciry finish) 5. Photocontrol(PE, PEX) requires 120, 208, DSXFI LED P240KWFLMVOLTTHK DDBXD DSXFI LED P2 40K *240TJL 240, 277 or 347 voltage option. DSXFIVGU Vantlalguard accessory OSXFI LED P25OKWFL MVOLTTHK DDBXD DSXFI LED P2 50K *240TJ1 6. Must specify 120, 277 or 347 voltage option. Far unting aphons, visltovr ' pages. DSXFI LED P240KWFLMVOLTYKC62 DDBXD DSXFI LED P240KYK *263KIA DSXFI LED P25OKWFLMVOLTYKC62 DDBXD DSXFI LED P2 50KYK *263U)G DSXFI/2 Slip -fitter Tenon Accessory DDBXD DSXFI/2TS DDBXD It *216GSK '. LITHO/VIA One Lithonia Way • Conyers, Georgia 30012 • Phone:800.279.8041 DSXFI-LED Rev. 02714/18 L/Gfl/T/HG Q 20122018 Acuity Brands Lighting, Inc All rights reserved. Pagel of F LIGHT FIXTURE 'S2' 20 DETAIL 1 ! \R G I C TYPE Fl PROJECT THE BLAKEAT-CHARLOTTESVILLE - KL PL ER O MINI l_a I M BAL COMPACT PROFESSIONAL INGROUND LED FIXTURE Concept:4 LED projecbr hooimiling maximum precision and caltol for Specific: aimed Illamira cn of objects Housing: Black anti aumrum body Fxtaclear flat glam Materials:Ani black dlecog aumnum hem sink. Pr, installation sleeve. Trim: Starless steel 0613160 ullra ifat round or square dearal III f with straight edge h txudled, natural or bronze f rli Pemures tair ler- proofTorxscrews Optic: 4 LED glmbad optical system with two different beam spreads: Narrow =� ' Spot 90 and Rood 31 °. Adjlst>abiRly: 20° verticaland 350* horizontal c fadjaswilitywith ilvolod locking system. KEF-1i AAl/W GMB4L K#h clea,Lens Mounting: Rash and semi-fLdh Installation sleeves or cptialm raised installation lute for landscape. Drive -over rated ito 20kM. hsUMion sleeve - (equiretl) for flush or sami-fuse moumng. Driver. ht grand IP68 electonbdrkrer (Uhrtrersalvollage) complete with watertight IP68 camecta Able (n-11OVdimmhg on reques"q. 1 Installation: Drectturial brass ngrade pox with 6N IP68 connector cable (equired. sold Separately). I Wattage: 11 W Color Temperature: 300DOK 140000K CRI:84 CRI L unnaul Narrow Spot 9140DOOK = 79OLm 30001K = 723Lm 1"28e: 40000K = 70CLm 3000%=641 Lm Voltage: LhkfiersalVoltage 120-277VAC50l6OFt III IF67 rated fisted and pad at IP66, IP67, IP68 & IP69) Certifications: WWI (sled Wet Location Warranty:5 per limited warranty c�Lus a PAODUCTCODE DRIVER TYPE OPIICS WATTME OCLORTEMP KR. -M NO - Non-clImming clita GMB-Ghlbal NS- Narrow 2pot9' 1-11W 30-300K Ke eoMn 10-0-10VDimmil FL-Rood31° 40-400C{{ " Lim request views 6.34" ® o SOD" U4..' A34" @) Talgettlra4-ATargattGmLpOmpay - 750-AW.17hStCase Mesa. CA92627 - RXnei714513-1991 - Email:worlalgedls - 71416 - PWlof3 C 1 LIGHT FIXTURE 'F1' 20 % DETAIL ° �1 D-Series Size 1 DSXFILED P140KMSP MVOLTTFIKDDBX 16JI., LED Flood Luminaire )igfacts facts TVpl S3 .� v-n�m Introduction d=series D-Series Size 1 Flood features advanced optics and precision illumination in a sleek and compact form that seamlessly blends with the environment. Specifications W U State of the art reflector design with cutting edge EPA, 0 6 ft o e chip -on -board LED technology produces excellent y us uniformiting precision beam patterns. Depth: s" H Provides long -life replacement for 70-15OW metal Width: 8-7/8" OH halide floodlights offering up to 77% energy savings with expected service life of over 100,000 Height: 7-3/4" 0 hours. Overall 12" Height Weight: 7.2 Ibis • EXAMPLE: DSXF1 LED P1 40K MSP MVOLT THK DDBXD DSXF1 LED DSXFI LED PI P2 30K 3000K 40K 4000K 50K cOOOK NSP Narrow spot MVOLT Shippedinduded MSP Medium spot 120' THK Knucklewittl 1/2"NPS MFL Medium Bond 208 threaded pipe FL cod 240' IS Integralskpfitter WFL Wideflood (fits2-3/8"O.D,tenon) 277' YKC62 Yakew h l 3SOmrd WFR Wideflood, recangular 347' Shipped separately' HMF Horizontal flood DSXFI/2TS dipfitter (2 3/8"O.D.THKrequired) FTSCG6 TenonSlipfitter (fits 23/8"to 7-7/8"O.D. tenon.YKC62 required) Accessories Stock configurations are offer g ONered d hi dse PPe P -.- �_�_a .__. DS%fTRrSDDBOU slpnu marl-ll9"mz 3/B ODF,o nal:c wth 1/2thnxded k-ki, ec un9i (� rY ) DSXFI LED PI 40KWFLMV01T THK DDBXD FRWBDDBXDU Raalos Hall backet,b3/8"OD tenon(spedry finish) DSXFI LED PI SOKWFL MVOLT THK DDBXD FSPB DM sleelsgwre pole bracket 2-3001)tenon (specify finish) DSXFI LED P140KWFLMVOLTYKC62 DDBXD DS%nUBVDDBh➢U U ,,/Wuomvisorauessw specs finlsli PP Y(D N ) DSXFI LED P150KWFL MVOLTYK(62 DDBXD DS8fl[V DDBXDU Fullvisoraaesw Bpecify War) DSXFI LED P240KWFL MVOLT THK DDBXD DSXFIVGU Vandalquar4aciPss¢ry DSXFI LED P250KWFVOLTL MTNK DDBXD von more mountingoptions, vtslt our ,„ pages. DSXFI LED P240KWFLMVOLTYKC62 DDBXD DSXF1 LED P2 SOKWFL MVOLT YKC62 DDBXD DSXFI/2 Slip -fitter Tenon Accessory DDBXD Shipped installed DDBXD Dark BE Photocontrol, button style"' bronze PEX Photocontrol external threaded DBLXD Black adjustable' DII Natural Sr Single fuse (I20,277,347V)' aluminum OF Doublefuse (208,240)' DWHXD White DMG 0-IOVdimming driver (no controls) Shipped separately' UBV Upper/bottom visor (universal) FV Fullvlsor VG Vandal guard ed for shorter lead times: Stock Part Number Cl Code DSXFI LED P1 40K *24011111 DSXFI LED P1 50K *240TJG DSXF1 LED PI 40KYK *263KL9 DSXF1 LED of 50KYK *2631.11E DSXF1 LED P2 40K *240111_ DSXFI LED P2 50K *240111 DSXFI LED P240KYK Q631KIA DSXF1 LED P2 50KYK '26311% DSXF1/2TS DDBXD U *21665K �.L/THO/V/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.2798041 L/GHT//VG. e 2012-2018 Acui ryBrands Lighting, Inc. All rights reserved. w LIGHT FIXTURE 'S3' 20 % DETAIL NOTES 1. MVOLT driver o rates on line voltagefrom Pe 120-277V. 2. Sin lefuse S requires 1201 34V. Double use (DF) requires 208V, 240V or 480V. 3. Also available as accessories; see Accessories information at left. 4. Rated 25C maximum ambient for performance package P2. Speedy PEX for higher ambient temperatures. 5. Photocontrol(PE, PEX) requires 120, 208, 240, 277 or 347 voltage option. 6. Must specify 120, 277 or347 voltage option. DSXFI LEC Rev. 02/14/18 Page I �f 1 ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 teeel 434.531.5544 el alan@alanfranklinpe.com O _j d O oza c n c o to 1), O N A� c U �a m g _ (D E n o uoi U t!) O a) o m U -2 a) � a) 3 N -o I w 1a - a) O E > o C:m N � o 0 E 'o o c m 3 N O 73 0 3 -o o � b0 O c m -a U 1 m U O 73 o a-o) nc: to u) a) � Q T O m - E o c > m m FIE N N IH 01, _ Q 1� a o N a L ► /. Q Eno v 'try n Q Steven W. Edwards N J - Celt No. 0931 U Z y2o 0m 0 I `~ Jv 1 N 0 Loh N QU I -O pL, A1�� �-2 �I.TH op 1 Q j O 3 N 7 y O Alai) G. Frmi diii Lic. -No. 35326 �> Q N o a .f E 1a Q� O z ono O SCALE: As Shown 42 ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 0 2. 05-03-18, COUNTY COMMENTS H Z O U O U- w SHEET: a w J w I- Z Z a Cn Cn Lighting Details OF 27 IX n ■ Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com TEXAS �F L U 0 R E S C E N T S Applications Security, pathway and perimeter lighting Building entryways and walkways Features - Suitable for WET location/Outdoor -Aluminum Housing Lumen ouput from 49001m, to replace 10OW MH Full Cutoff and compliance to Dark Sky requirment Type III polycarbonate optical lens with UV stabilizers Built-in UL class 2 driver, optional for photocell Available in durable polyester dark bronze or Black powder coat - UL/cUL 82 CRI 109 Ira/w, 5000K Dimensions DIMENSIONS All dimensions are inches. Specifications subject to change without notice ORDERING INFORMATION TYPE WP DCC150E Series LED Full Cut Off Wall Pack QD C @US LISTED Photometrics DCC 150 E45W 49001,,\4 V 50K Lan 105 50 75 w Intensity Distribution CL Average Dlffuse Angle(50 ) 102,7' W­' — CO-CIN —CgoI170 Illuminance at a Distance DCC150E 45W4900L MV 50K DCC150E 45W4900L 45 System Watts, MV Multi - Volt 50K 5000K 4900 Delivered Lumens 120V-277V Texas Fluorescents 2055 Luna Rd. Suite 142 Carrollton, TX 75006 CatalogNumber: DCC150E45W4900LMVSOK Phone:972-247-3171 Fax-972-247-0200 www.texasfiuoreseentscom emaiil: sales(a)texastluoreseents.com Notes: q LIGHT FIXTURE 'WP' OA) DETAIL HNLED18NA Dimensions 9 1 /4" 236 mm s 1 /r' 140 mm J Features 80 % energy savings vs. PAR floods Mount on junction box or on RAB Mighty Post Patent -pending Air -Flow technology 5-year warranty Ordering Matrix Family Wattage Color Temp Finish Driver Options HNLED 18 N A 26 = 26W Blank = 5000K (Cool) A = Bronze Blank = No Option 18 = 18W N = 4000K (Neutral) W = White ID10 = 0-10V Dimming Y = 3000K (Warm) B = Black 1480 = 480V (Only available for 26W) VG = Verde Green Need help? Tech help line: (888) PAB•1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright © 2018 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice E�LIG HT FIXTURE "AFIXTU RE 'A' OA) DETAIL ■ Page 2 of 2 T E X A S Catalog Number: �a Notes: F L U O R E S C E N T S TYPE WP1 DCC200E Series LED Large Full Cut -Off Wall Pack Features Suitable for WET location/Outdoor Full Cutoff and compliance to Dark Sky requirment 90W-135W power consumption, to replace 250-40OW MH Lumen output 9500-140001m Type III polycarbonate optical lens with UV stabilizers UL/cUL and DLC qualified 82 CRI Type 3 Distribution ORDERING INFORMATION Applications - Security, pathway and perimeter lighting - Building entryways and walkways C @US LISTED Ordering Example: DCC200E-90W9500L-Nll DCC200E 1135WI4000L MV 50K SERIES WATTAGE AND LUMEN DRIVER KELVIN TEMPERATURE DCC200E Large Full Cut Off LED Wall Pack 9OW95ML 90 System Watts, 9500 Delivered Lumens MV Multi -Volt 120-277V SOK 5000K 13SW14000L 135 System Watts, 14000 Delivered Lumens DIMENSIONS Specifications subject to change without notice Texas Fluorescents 2055 Luna Rd. Suite 142 Carrollton, TX 75006 Phone: 972-247-3171 Fax: 972-247-0200 wwsv.texasfluoreseents.com Sales a TexasFluorescents.com B 1 LIGHT FIXTURE 'WP1' OA) DETAIL TUBE - model: PD-W2605 LED Ceilina Mount PRODUCT DESCRIPTION WAC LIGHTING Responsible Lighting® B Fixture Type: Catalog Number: PD-W2605-WT Project: THE BLAKE AT CHARLOTTESVILLE Location: Precision engineered using advanced proprietary LED technology with a built-in reflector. An appealing cylindrical profile with powerful LED lighting is perfectfor accent down lighting applications. Five architectural metallic finishes offered. FEATURES SPECIFICATIONS Energy Star" rated CEC Title 24 Compliant IP65 Rated, ETL & cETL Wet Location Listed Die -Cast Aluminum Construction Hang Straight Swivel Three 12" and one 6" down rods included Adjustable up to 90' for slope ceiling application REPLACEMENT RODS Model Length Finish AL Brushed Aluminum RPL-ROD-OUT06 1 1 ELK Black RPL-ROD-OUT12 BZ Bronze GH Graphite WT White Bea in Construction: Aluminum with etched glass. Power: Integral driver in Iuminaire.120V input. Light Source: High output LED Mounting: Mounts directly to junction box Dimming: Electronic Low Voltage (ELV 120V) and 0-1 OV Finish: Brushed Aluminum (AL), Black (SK), Bronze (BZ), Graphite (GH), White (WT) Color Temp: 3000K CRI:90 Rated Life: 70,000 hours Standards: Energy Star` rated, IP65 Rated, ETL & cETL Wet Location Listed, CEC Title 24 Compliant, Dark Sky Friendly. Watt Lumens Finish 5^ 9 AL BrushedAlurninum Max BK Black — PD W260'S 33' 120V 76W 800 BZ Bronze — Energy Star" GH Graphite — WT White S. 4z Example: PD-W2605-BK uarters wacli htin .com Head Eastern Distribution Center Central Distribution Center Western Distribution Center 9 9 q / Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design ofour products at anytime os part ofthe company's continuous improvement program. NOV2016 FLIGHT FIXTURE 'BFIXTURE 'B' OA% DETAIL J T E X A S Catalog NLunber: Notes: F L U O R E S C E N T S TYPE WP 1-T4 DCC200E Series LED Large Full Cut -Off Wall Pack Features Suitable for WET location/Outdoor Full Cutoff and compliance to Dark Sky requirment 90W-135W power consumption, to replace 250-40OW MH Lumen output 9500-140001m Type III polycarbonate optical lens with UV stabilizers UL/cUL and DLC qualified 82 CRI Type 4 Distribution ORDERING INFORMATION Applications - Security, pathway and perimeter lighting - Building entryways and walkways C @us g LISTED Ordering Example: DCC200E-9OW950OL-NW-50K DCCT4200L 135W14000L MV 50K SERIES WATTAGE AND LUMEN DRIVER KELVIN TEMPERATURE DCCT4200L Large Full Cut Off LED Wall Pack 9OW9S0OL 90 System Watts, 9500 Delivered Lumens MV Multi -Volt 120-277V SOK 5000K 13SW14ML 135 System Watts, 14000 Delivered lumens DIMENSIONS A Specifications subject to change without notice Texas Fluorescents 2055 Lima Rd. Suite 142 Carrollton, TX 75006 Phone: 972-247-3171 Fax: 972-247-0200 cvww.texastluoreseents.com Sales(aTexasFluorescents.com C LIGHT FIXTURE 'WP1-T4' OA) DETAIL Date: Approved: Type: S3-ALT Fixture: L I G H T l n G Project: THE BLAKE AT CHARLOTTESVILLE FCD803R 8" Round orSquare Inground. Recessed Fixture. •4111. D8038 �QiiTdt11t1I�1 EXAMPLE: FCD803R-12OV-39W MH G12-FL- SS SERIES VOLTAGE SOURCEITEMPERATURE LED LUMENS FINISH LED OPTICS ACCESSORIES FC0803R 120V LED 3K or 4K 1300 Lumens (26M SS Stainless Steel SP Spot D Dimming (0-1OVDimming) 277V 271135K 2000 Lumens (30" NFL Narrow Flood LD LED Dimming (0-1 OV Dimming) UN V HID 39W MH G12 70W MH G12 3000 Lumens (35" FL Flood SR Slip Resistant PL 13Q 18T 26T 32T WFL Wide Flood (image free cli lens) DIM Battery Backup, Remote (not for MH) F Fuse DIM TRIAC or ELV (0-1 OV Dimming)o RG Rock Guard (not drive over rateco SPECIFICATION MOUNTING • Concrete pour, requires drainage. • Installation: http://tinyurl.com/ztp3wr5 • Important: Improperly installed fixtures will void warranty. CONSTRUCTION • Marine grade, corrosion resistant, heavy walled, high pressure die-cast aluminum construction. Faceplate is 316 machined stainless steel. • Lens is 3/8" thick clear tempered, standard. Skid Control Lens has deep etched glass to help reduce slippery surface. • Extruded silicone to provide maximum protection against contaminants. PVC Housing comes standard with fixture. • Static Weight Allowed: 2000 KGS - (4,400 Ibs): Max Velocity Drive Over Speed 25 km/h - (15.5 mph) LED • Lumens stated are the minimum delivered out of the luminaire. LED lifetime is greater than or equal to 70,000 hours with the lumen depreciation greaterthan L70. All of our luminaires are LM-80 tested and are > CR180, with a 4-step MacAdam Ellipse color consistency. Integral power supply standard. Input voltage 120V or 277V standard. Consult factory for any non -white static LEDs; Red, Green Blue or Amber. FINISH • Six stage chemical pre-treatment process that includes iron phosphate, to prepare the substrate for a UV stable, super durable standard polyester powder coat. ELECTRICAL • Socket PL: Fluorescent electronic, UL listed ballast standard. HID: Electronic ballast standard. Ballast has a manufacturer issued 5 year warranty. Electronic universal voltage 120V or 277V is standard. Please consult factory for other voltage options. • Ballast PL: Four pin plug-in type compact fluorescent lamp holder (lamp by others). HID: G12 rated 4KV porcelain socket. LISTING • UL & cUL/ETL, U.S. and CA listed forwet locations. IP67 Rating. " Terms & Conditions For our Go Green Speed, quick ship program are located on our website: fclighting.com FC Lighting, Inc. reserves the right to change lab test details or specifications without noti ce. Product use certifies agreement to FC Lighting's terms and conditions. (02017 FC Lighting, Inc. 3609 Swenson Ave., St. Charles, IL 60174 p. 800-900-1730 f. 630-889-8106 www.fdigiding.com RF Rev.1217 GGLIG HT FIXTURE 'S3-ALT' OA) DETAIL I� LMMW VIA L/GHT//VG® FEATURES & SPECIFICATIONS INTENDED USE Provides years of maintenance -free illumination for indoor or outdoor use in residential & commercial applications. CONSTRUCTION Cast -aluminum housing with corrosion -resistant paint in an industrial grey finish. Sealed gasket protects against moisture and dust. OPTICS 4000K (CT LEDs. Frosted glass diffuser provides even light distribution. LUMEN MAINTENANCE LEDs will deliver 70%oftheir initial lumens at 50,000 hour average LED life. See Lighting Fads label on page 2 for performance details. ELECTRICAL MVOLT driver operates on any line voltage from 120-277V Operating temperature -40oC to 40oC. 4kV surge protection standard. INSTALLATION Mounts to ceiling orwall with surface mount junction box (included). LISTINGS UL Listed to U.S. and Canadian safety standards forwet locations. Tested in accordance with IESNA LM-79 and LM-80 standards. WARRANTY Five-year limited warranty. Full warranty terms located at www.Acuitygrands.com/CustomerResourcesfTerms and_(o nd itions. aspx Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Note: Specifications are subject to change without notice. catalog Number OLVTWM Notes FOR FIXTURE BY DUMPSTER BY BLDG A Type VP For shortest lead times, configure products using bolded options. Example:OLVTCM Series OLVTCM Ceiling MT OLVTWM Wall MT Color temperature (blank) 4000K Voltage (blank) MVOLT(120V-277V) Finish (blank) Grey DECORATIVE INDOOR & OUTDOOR OLVT D LIGHT FIXTURE 'VP' OA) DETAIL 4"x6" GASKETED HAND HOLE ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 1"x45° CHAMFER ROUNDFORMED CONCRETE BASE PER STRUCT. ENGINEER SPACE VERT. — BARS EQUALLY. 3" V-5" LAP (TYP. @ TIES) DIA. LUMINAIRE FURNISHED AND INSTALLED BY E.C. FACTORY FINISHED POLE (REFER TO LIGHT FXTR SCHED) .'URNISH AND INSTALL IN -LINE BALLAST FUSES IN BUSSMANN "TRON" WEATHERPROOF FUSE HOLDERS #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED) FUSE EACH LUMINAIRE SEPARATELY. REINFORCING TIES AS REQUIRED BY STRUCTURAL ENGINEER. 0 U O U U Cl) W U LU CD Z 1-- J 0 0 Q 0- U N Z Q w IV Cn FINISH GRADE 0 PER —II =IIII== III=IIII=IIII- #6 BARE GROUND WIRE STRUCT. IIII :,IIII=IIII IIII ;IIII_ ENGINEER I —IIII III -III CADWELD CONNECTION (BOTH ENDS) 3/4" x 10" COPPER WELD PER GROUND ROD (LIGHTNING STRUCT. ENGINEER PROTECTION) VERTICAL REINF. BARS AS REQUIRED PER BY STRUCTURAL ENGINEER STRUCT. ENGINEER H PARKING LOT LIGHT POLE Off% DETAIL 1 ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com �J LL Q3 Z UJ 2 W •� 0 UJ J O J z a o 0_ C c ) Jo w U a O N _(n L �a `v fT! E 3 � a �w r ^ C3VJ A` -U ry lVl/1 U J �a m o OE Z E o w U N C a) Oro U '2 o M ro 3 N W m 0 0 E_ > 0 M N Al6 o 17 o =5 EcO o � T .— � 3 C N n7 W_ N 4:5 o 0 3 at u�0 Q m a s •- U occ U O o a) o- N (n 01 o cc Q T O DS � E o N > c m ns E a �LTH OF O N U) Cc I c o N o m � O ✓ o aM V 7 a Steven W. Edwards x N J r Cert. No. 0931 " o y U -0 -0 N j V 0 C �C C� o +� o N q A 1Z tin uS E bo cc U) i w �E to O m w � c — o U) fn C N n5 E 0 � o { A V I'H OF 1 rl r v T cl N O Alan G. Franklin _ Lic. No. 35326 2 w o �Q) ~1 0-'VA L Y O G) tfE co CL O Z O Co Co Q) � U) o N SCALE: As Shown ISSUED: 10/09/2017 Q N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS 1— Z O U O U. SHEET: a w J W 20AI— Z H _Z a co Lighting Details OF 27 W n MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: MP0314018.01 SERIES: CASINO 22GAL WITH STEEL DOME TOP AND LINER MODEL: TR22HORZ, DOME32, LINER 22 COLOR: BLACK CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE A TRASH CAN 22 DETAIL S-053 N.T.S. MANUFACTURER: GNR TECHNOLOGIES JOHN CUNNINGHAM (800) 641-4143 SUPPLIER: COMMERCIAL POWER SWEEPING KARL STAUTY(757) 238-2575 MODEL: PARK -IT PARKING CURB LENGTH: 6' COLOR: BLACK (WITH YELLOW MARKINGS) MOUNTING: IN -GROUND 1/2-INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIDED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR B PARK -IT WHEELSTOP 22 % DETAIL E METAL BENCH 22 DETAIL sw�uwvj mw6�rerr PEDESTAL PARCEL LOCKERS-1 FRONT L0401 NG IMWRonhiP tnpan PoIICT @.=pain U&P.S. two tZj onnpx[maL pmeAd PARCEL LOCKERS emr w.mmavwnrr paCom OfnrteWrtsa6tl mw%wto Y1'ms«wP,rds>Y.,ar.w„r.rr.rma receLepaaeagesmzte Exn Rvr mar9caa- mot}J•dv,«usryrw, NW,w ,mmar s»•w x,v nx ar,n• o as I: rt vrePbmlrR.awiw,.,P..a wthatwo f�KLyfavly ry3an. FeOOAlpaoel +P+ul wta Ay mRe�amr~ a ; 1¢kbs ARlUe£ahbYRe:l mdc rtf by anem0e • m.me,. lAv ra.sx P+•r mOf[BOmee cptWlatmrL6n pe0atal (a3605) epos mepT,d wx«. w 4 ]GdB afyW tl'aRe � dJYwkmnw�ir � 36eS A sal Psen Lrctes r . ssao.00 l - � .> 3066 P.wa. blrrnrvlU a3mE u,P-'%:diP'x.: �.,y,Ay�.,_, .�e.aaN IJ ~ phone 1-900-MAILBOX 1Nwwmailboxescom fax 1-200-624-6299 G PARCEL LOCKER 22 % DETAIL 8" NOMINAL S-056 N.T.S. MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: MP0314018.01 SERIES: CASINO MODEL: B6WBHORZCASINO COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE S-054 N.T.S. MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: DARK BRONZE OR BLACK (OWNER TO DETERMINE) NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) BRICK HEADER COURSE; TYP. 4" CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS BLDG OR WALL, PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" + / - MORTAR SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT., 2" CLEAR 80% COMPACTED SUBGRADE H BRICK PATIO ON CONCRETE SLAB S-060 N.T.S. 3372 33% geBesmr � xpelewy 4LZ �� ooVA1f r M� Y■ T A 1 t� ....talr,..wr.,.. J.- L: i 3376 3373 �zlet3r prlo'sttat CLUSTER BOX UNFTS- FROHTLOACIHG-US.P.S.APPPANED CLUSTEP. WDX UNIT OPTIONS a7o6 ,Dori -TypeI -CPU Wrt W x 31-W H x 17-W D 9S1bR. $1,U0.00 ' P° I.n.ss,s..el6als IS) -A" MUcalpafS-11 4"Wx7'Xx1R P 08685. A0.0Jj T P.aaw. far /880a an6 f881Y sI •—,0'-1 I11 wJmwr6up,xw 1,•WA7•Xx1rP "f,o.wr Wxt••1A UsaaS F1.00J 1 - J RJ p,aa.L.y _ n1,2'Wx1YXxIF'D n11z•wxlo•xxls••D �'�' � J912 120Loas-Typoll - CPU 28V2' W x )I-W H x 17,NW D 95be. $1,29000 OttR OENTIFICxT EN SybTEN16 E.n �va.ranC&1 rnrelrox Osor two a 1" H nMw 0-& 1 ,2 f14•4- W w"ftWOl 12,Wx7Xx1fP 110.11*ar Typ.LTp. II.Tlp.11l «.rTyp.lYr V. drj T. nl ae�agfAWlraayfaa.W R•wx rxx,f p kOLr a.xa•wx r•+d rwlr..paa.alw.a-aot.ry nw•.me u»p..rl.«.w.» n1Pa'6aL,6.eT 1r-wx w•Xx,r•p ,r.l«ard.-Ir.,w,:ar.,,.,r..., r...d.. L..-r e. /ks,Y W16 160oas- Typolll _ CPU 2�-W W x 4&Ar4' H x MW D 1J06s. $12SQ00 na'A"xwaaryrPomA 12"Wx7Xx1sP q.rarwrxa, rpero w wlw..o .n gaon, r.q..� 0)-%WV—Uraayrad, u•wx7Xx,R-fr gxra.rfwxrrp tncxa 121 faa»l.L�r.. III It' Wxir HSI f-P E.a.Y.Mm.T..CGlmwenaa a>ar.,aw. M»Lr)MHhd� n1t2•Wx,O-lrx1$-.V .m raxwrdaa.udn K6ae maw»(8) �an.aooaro. r. WI-9 la Do-TypoIV-CGU 28.VT W x 4&W H x 17-WD 129W. $1 KOU > uam.rloryop«I,Oru,rr.oe.noUea9a-ixno) 04 -B"xou axlwR.wO 12-Wx f.re'Xx 1S'D x yudroKa««C'A'i U+am. ses.00l nlsmaUraaphaLe vwxrrrxx,s•D farnorrwxl-14 n) 12'W If-.0 97ga jwwfsaT Podcstal for N�16, lIJJ79 bro 1 17' H barn 17 ut+ x top 0 2O6s. gs Do 009t5 Podatdfa 919 M12 91' H bwo 12' W x 1P D Xl6 . MOO =7 Led -rap,nranarlkrW00saiw pa Iodradoors-nUhPkoys $MOD 9e 3m Lod, - stardud{7! lays %oo La—asMoaO— .aanLaa.zdm�.Pp.rm�.-7s»srn Kayblaks-fasabpue,dcsmda9r0t 0faDz=noalsoelldoss-dbonsd-{w5qth woo phone 1-900-RIAILPOY wwuw.mailboxes.com Tax 1-900.624-5299 MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: DARK BRONZE OR BLACK (OWNER TO DETERMINE) # OF BOX UNITS: AS STATED ON PLANS C CLUSTER MAILBOX 22 % DETAIL �r Ce NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) " DIA., SCH 40, STL PIPE, FILL W/ CONCRETE. ;ET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO )RAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO JSTALL PER MANUF.'S INSTALLATION JSTRUCTIONS. 'RIOR TO INSTALLATION PAINT WITH TWO :OATS RUST PROOF PRIMER. THEN WITH TWO :OATS BRIGHT YELLOW ENAMEL. INISHED GRADE )R SURFACING- :EE DETAIL: 22 '-0" #5 BAR WELDED 'O STEEL PIPE 18'. F� METAL BOLLARD 22 % DETAIL BRICK — ROWLOCK CAP BRICK SOLDIER COURSE OUTSIDE OF ENCLOSURE 9 pn MIA hxrTrrl C FT I MIMFl Mt -NI I A MM DUMPSTER WALL ENCLOSURE AND BOLLARD "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT HINGE PLATE MINIMUM 3/16" STEEL WELDED TO HINGE ANCHOR POST ALL GATES SHALL HAVE CROSS MEMBER FOR BRACING ALL GATES SHALL BE CONSTRUCTED IN MANNER TO INSURE THAT GATE CAN SUPPORT ITS OWN WEIGHT, IN A FREE SWINGING POSITION. METAL DOORS SHALL BE PRIMED AND PAINTED. STAINED CEDAR SIDING BOLTED TO METAL FRAME GATE STO ON ALL GAT OPENI D DUMPSTER ENCLOSURE S-059 �22� PERSPECTIVE N.T.S. S-015 N.T.S. CMU WALI W/ BRICK "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT 4'-0" HIGH - 6" DIA. STEEL PIPE -CONCRETE FILLED 2' BELOW GRADE W 16" DIA. CONC. FOOTING SET 2' FROM SCREEN WALL O w0 o_ U_ w 0w Q� rn o- > VARIES PAINTED STEEL COLUMNS --\ CMU WALL TYPICAL W/ METAL A CLOSER PLATE TRASH ENCLOSURE GATES PLAN VERITCAL CEDAR SIDING ATTACHED TO METAL J FRAME 22 "HINGE POST, SET 2 FEET DEEP IN UUMHAU I UK ENULUSUKE CAA I E5- CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON METAL FRAME ELEVATION J� DUMPSTER BRICK ENCLOSURE AND GATES VARIES VERTICAL SIDING - W APPLIED STAINED CEI 3'-0" GATE 22 DETAIL, SECTION, ELEVATION, PLAN L. 10'-01, L* 10'-01, TOP RAIL 1-5/8" PIPE TYP. TOP RAIL (SS20) GALV. CONNECTION AS 9 GA. TIE WIRE-24" o.c. RAIL END SHOWN-20' NOTE: ALL FITTINGS I 2"x2"x9 GA. FABRIC TO BE KNUCKLED TOP & SEMI -STEEL �BOTTOM i (NO ALUM.) 9GA. TIE I I j WIRE- j 114" OC; TYP i TYP. LINE ; j 3/8" TRUSS ROD @ POST 2" ; j ALL CORNERS, � OD GALV. I INTERSECTIONS PIPE; 8' OC V,, I'll,..1.,...1,,. "1,. .1,. l.,.i,. ! 7 GA. BOTTOM TENSION WIRE NOTE ALL WIRE FABRIC AND FENCE — POST CAP- MAY BE ALUM POST BAND — DRAW BAR 1/4"x 3/4" TERM I NAL POST 2 1 /2" (SS20) OD GALV. PIPE (SAME NOTE AS TRUSS ROD) I- III —I III I —I HARDWARE SHALL BE GALVANIZED. —I Ell' N II=1I -III. 00 BLACK POLY -COATED CHAIN SHALL BE II-.'�'fl IF INSTALLED ON THE OUTSIDE UNLESS:'.I=— OTHERWISE NOTED. POST SHALL BE I I I —II11 INSTALLED BEHIND WALLS USING SLEEVE -IT SYSTEM. SEE DETAIL: J TYPICAL LINE 21 POST FOOTING K 4' CHAIN LINK FENCE IIIIII 'll�ll N III=. II,�III�-f�111. -II 3500 psi CONCRETE; TYP TYPICAL CORNER POST FOOTING LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING BRICK VENEER TO MATCH BLDG. COLOR & SIZE "HINGE ANCHOR POST" MIN 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT -O MATCH Z AND SIZE NOTES: 1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING. 2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO SECURE GATE IN OPEN OR CLOSED POSITIONS. 01 nn t-ATC %Au Annl ICn ELEVATION 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W 19/10 WWM 6"X6"W10/oWWM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL L CONCRETE DUMPSTER PAD H-022 N.T.S. H-020 N.T.S. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Au 01C LL � Z,..... w G � 0 LU J Z g �a c � QJ W O 0 '1n Wl O No) = V) CL Ll W � 17 � Q@ � U) 17 A' o U � a n (D Z our U tO C o) G 0 U � N -6 � W g O O E_ > o 0 (6 (� .o o, E co oC Q) N — O 7 o� �Q U U O oQ) 11 Uu a� N > O E O fn 0 > 0 m QF- �U) �LTH Op o / aNi N f U) O N �y Q a Steven W. Edwards N J Ceit No. 0931 U 0 &�1Ar, O U) ^RC + A (N -O C f6 W 3 (n -0 O W - E um, O 0 0 V U)0 N Q O L 0 TH O t F T CL O 3 1. N ` O Alai G. Frmi din L. c. No. 35326 �> N J Q Fo> CIS 2 • E o V 7ONA1, a 0 0 r � m a) n� 0 �O z fn o SCALE: As Shown ISSUED: 10/09/2017 - N REVISIONS: Z 0. 02-08-17, APPROVED BY BOS O 0. 06-19-17, MAJOR SPA APPROVED U 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS H Cn Z O O u_ SHEET: a W J 0101 LNU L7� O Z z Arm Arm 2 IL Cn Cn Lu Site Details OF 27 Ix n 22 % SECTION ■ P-009 �22% SECTION H-021 �22% SECTION N.T.S. N.T.S. F-036 �22� SECTION NTS P-002 N.T.S.