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SDP201600064 Plan - Approved Final Site Plan and Comps. 2017-03-27
A 11 Fill D` Will EXISTING _.. _... .................... ..__ ----- ..... _.,_.._.. ........ ....... .............. ......... _....................._.........__..............._....................,...,.. LEGEND PROPOSED PROPERTY LINE EASEMENT LINE - - - - - - - - - - - - - EDGE PAVEMENT CENTERLINE FENCE LINE X x GAS LINE G G r — G G------- DEVEL PMENT PLANNING/ZONING \ X. 8" t v4` WATER MAIN PROP. 8" W M ENGINEER .;............................ ,;< .......................... 1 17 INSPECTIONS ..... `....,. BUILDINGS ARB RETAINING WALL DEPARTMENT OF FIRE RESCU ALBEMARLE COUNTY SERVICE E y, � : ONC. 5/ Vl .............. ........ - - - - PROP. CONC. S/W SIDEWALK ., . . k4ek .................------ ......_,.... CURB & GUTTER HEALTH DEPARTMENT CG -6 TRANS CG —6R O A > SANITARY SEWER 8" SAN 75 " RCP STORM SEWER OE .__._....._....... OVERHEAD ELECTRIC o of ;.::.._.............. UNDERGROUND ELECTRIC LINE o A o OT OVERHEAD TELEPHONE LINE o OT o UT UNDERGROUND TELEPHONE LINE o UT FLOODPLAIN --„ -,, �,...... • . u. - ' ` TREE LINE T, [3 R. .....:...._ .�f `..., TREESS * *(Do __ 3f ✓1K CONTOUR LINE 92 SPOT ELEVATION +98 s LCG LIMITS OF CLEARING & GRADING u "v 4i ti BENCHMARK :... ,» .................u.,, DRAINAGE DIVIDES — — PROPERTY INFORMATION MAP 80 PARCEL 21 860 HACKTOWN ROAD KESWICK, VIRGINIA 22947 OWNER CANAAN CHRISTIAN CENTER 3045 IVY ROAD HARLOTTESVILLE, VIRGINIA 22903 DEED BOOK 3631, PAGE 189 APPLICANT CANAAN CHRISTIAN CENTER 3045 IVY ROAD HARLOTTESVILLE, VIRGINIA 22903 TTN: PASTORA ROSA HERNANDEZ 434-760-2352 ARCHITECT )EX A. SANDERS ARCHITECT, P.C. 16102 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 540-829-2590 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SDP -2016-00064 VICINITY MAP 14 Y y I REVISIONS: N ALBEMARLE COUNTY L FINAL PLAN GFSFI AL NOTES � `� L � General Constraeekm Nates 4? cV 1. Prior to any construction within any �,Ylsting public right-of-way, including coaneolion to any ads ft road, a permit shall be obtained from the Virginia Depattment of Transportation (VD01). This plan as drawn may not awwately reflect the requirments of the permit. Where any discrepancies crcur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to cun+ent moons and standards of VDOT unless otherwise noted. 3. Erosion and siltation control me as wes shall be provided in accordance with the approved erosion control plan and shall be iansia Zed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded anti mule. N S. The maximum allowable slope is 2:1Where reasonably obtainable, g lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization that linai ditch may be required when in the opinion of the Courcy Fzgineer, or designee:, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control sighs shall conform, with the Virginia Mamaal for Uniform Trak Control Devices. ►+�® 8. Unless otherwise noted all comvte piste shall be reinforced concrete pipe — Class M. 9. All excavation for mdergrowd pipeu,�llation must comply with OSHA Standards for ` the Construction Industry (29 CFR P&A 1926). ' OBE' T, E=k'If l PAJR LIC. 6. 0258 6 � 1211211 IOWA L��''1 DATE: ITEC 2016 SCALE: N/A. DRAWING NAME: CS -SP -FINAL SHEET INDEX: COVER SHEET-- EXISTING HEET_-EXISTING CONDITIONS _ 2 > DETAILS _ _ 3 �+ GEOMETRY PLAN 4 GRADING AND U TIL I TY PLAN 5 SIGHT DISTANCE PLAN AND PROFILE 6 LANDSCAPE PLAN _ _ 7 LANDSCAPE NOTES AND DETAILS 8 w EXISTING DRAINAGE DIVIDES' 9 PROPOSED DRAINAGE DIVIDES- 10 STORM DRAIN PROFILES I / SKEET CONDITIONS OF APPROVAL 12 1 ARCHITECTURAL ELEVATIONS_ I3 OF 13 FILE No. VA -AL -0I APPROVALS DEPARTMENT OF COMMUNITY DEVEL PMENT PLANNING/ZONING ENGINEER 1 17 INSPECTIONS •.V ARB DEPARTMENT OF FIRE RESCU ALBEMARLE COUNTY SERVICE AUTHORITY k4ek VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 14 Y y I REVISIONS: N ALBEMARLE COUNTY L FINAL PLAN GFSFI AL NOTES � `� L � General Constraeekm Nates 4? cV 1. Prior to any construction within any �,Ylsting public right-of-way, including coaneolion to any ads ft road, a permit shall be obtained from the Virginia Depattment of Transportation (VD01). This plan as drawn may not awwately reflect the requirments of the permit. Where any discrepancies crcur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to cun+ent moons and standards of VDOT unless otherwise noted. 3. Erosion and siltation control me as wes shall be provided in accordance with the approved erosion control plan and shall be iansia Zed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded anti mule. N S. The maximum allowable slope is 2:1Where reasonably obtainable, g lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization that linai ditch may be required when in the opinion of the Courcy Fzgineer, or designee:, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control sighs shall conform, with the Virginia Mamaal for Uniform Trak Control Devices. ►+�® 8. Unless otherwise noted all comvte piste shall be reinforced concrete pipe — Class M. 9. All excavation for mdergrowd pipeu,�llation must comply with OSHA Standards for ` the Construction Industry (29 CFR P&A 1926). ' OBE' T, E=k'If l PAJR LIC. 6. 0258 6 � 1211211 IOWA L��''1 DATE: ITEC 2016 SCALE: N/A. DRAWING NAME: CS -SP -FINAL SHEET INDEX: COVER SHEET-- EXISTING HEET_-EXISTING CONDITIONS _ 2 > DETAILS _ _ 3 �+ GEOMETRY PLAN 4 GRADING AND U TIL I TY PLAN 5 SIGHT DISTANCE PLAN AND PROFILE 6 LANDSCAPE PLAN _ _ 7 LANDSCAPE NOTES AND DETAILS 8 w EXISTING DRAINAGE DIVIDES' 9 PROPOSED DRAINAGE DIVIDES- 10 STORM DRAIN PROFILES I / SKEET CONDITIONS OF APPROVAL 12 1 ARCHITECTURAL ELEVATIONS_ I3 OF 13 FILE No. VA -AL -0I SIGN SHALL BE I LOCATED SUCH THAT IT WILL NOT BE OBSCURED :Y VEHICLE PARKED IN SPACE� I 120$ 1310, MINIMUM V A N �Asi 011 %: B E]j CCE, oftL - ------------ VAN ACCEBI 1BLE SIG'N 6 In STRIPE 1URK COLORED REFLIarm FACKGROUND WATL UGHT COLORED MUMS- BACKOWUND MATIL DARK 001DRIM 24 LETTERS & 3/8- BORDER MMUTIONA1 MOM or ACCIMMUM DISPLAII CONDITIONS —PENALTY $100.00 TO $500.00 TOW AWAY ZONE --- - - - ------ *'When tl'e apace pro'41,ded Is V. -an acaaas;bla, dlimension sholl be 8Z in accardance with VU' BC m1nirnum General Notes, requirem-enks. 1) Access ramp must be located at some poi'rt aidjac-ent to the eight foot (8 ft.,) aisle. 2) Slopes on par�in,g spaces �and accessibit oiale shall not exceed two percent 2% in oil directions. 3) Van accessible � signs ahall also be provided where reqWred, NOTE: EXPANSION JOINTS 30 O.C. CONTR. JOINTS 5' O.C. 5,_8" 16' 16" 12'" RESERVED PARKING NOTE: ALL CONCRETE TO BE 4000 PSI. CONCRETE WHEEL STOP N.T.S. TYPICAL PARKING SECTION (NO SCALE) No Et "WHEN A PE"MaTM, a I AZZ"VU. R;"`Ij'1 �0veRCtx' "IMTRANKM THE CROSS SL 2HX',L BE 29. F0,R A (RACIUS 110 U As 'URFACIN.M SHMYN Om PLARP 4 A13 WANILflIE ROAOWAY il%N P,,40U %kOWN ON PLAW J SIDEWALK O P T 1 �.'�,A 4, UNARA'V�0 .5PA0,F tow LI -x .......... ............... ........................ H 0"� AS MAMLNE FOA041,0 SHC",N. A w PLAN' VIEW MAPI�'#& K�4D�WAY '�LDK <�VE INMAACE 0'�'L0 ME QF PAVENE-PNI OR OPT�ONAL LMt MANLIM-E RWOWAY SEAL COAT (VDOT SPEC. SECTION 312) 8" 21A AGGREGATE SUBBASE COURSE (VDOT SPEC. SECTION 208) SELECT MATERIAL PER VDOT STANDARDS AS REQUIRED BY GEOTECH (VDOT UD -1) GEOTECH TO RECOMMEND IF UNDERDRAIN IS REQUIRED (IF SO, TIE INTO STORM DRAIN SYSTEM) SUBGRADE: COMPACTED TO 95% MAX. DENSITY @ OPTIMUM MOISTURE CONTENT cc_ )Y GENERAL NOTES 1, WHEN USED �'N' COKIUN.170�N S""AIZARM, CO -3 CO171 THE CUIA's FAICC Inlis STANCIARD 8 TO 6� A��Jl'leo ro #IA-r'oll TR FOR ^WQP8 RAMP 7.0 K UIU.0 '07H '�Hll; --47ANCARM PAYVN"Z T SHALL W MNS7R='WQ M TH� U e'o P'k' MOR LINE R"�UA-'M FOR MX,1ILNM PA.�,,,ZMCNT 10MIC-H CAN a"- OMTTEMI IM 7HE ENTIRANIMI, �"qA.X CF Wirk, A *M.QOLX CONkJO NEC'NON "AUV 0 U OE'&Wo I 01 N �OLK',Y 0fl4' - THE ')?'DOT ROXD DMGN MA1.JAL,)f1,:LL1DIN.0 STMPPINO SECTION A - -A V%,aT DWANC�� ANO P VALVE rl AMS A-3 'SECTION C -C 91 OPTI!N& ' FLDIMI-114E MAY REOUPE WARPING OF A. PORT�C'N C'��"UT7�.R 'M rROVICE M�AWAA� '�dkbss T�E I IN TEMSM' 1011, AL,LOVIAC-LE ENTRANCE GRADE CHANGES TFANCE VCLQN�: ,MORE THAN 1\c,00 '40 0� 3 1� MOM XLOWARRLE ENTRR,,C^C GRADE TABLE NS NOT ,W'PLz ASL -C 70 S'TR T 00)a.-NEwilt NS METHOD OF TREAT ENT SWCC,1�7 ------------ rOONNECTION FOR STREET INT SECTIONS ANO COM:VIERCIAL ENTRANCES) Kllli�S'*N CATE, 4 ER ART03AXPMT1W:NT 0F 7PM.SP4V.TA.7'VN 10 73 I 1" x 4" x 4'-8" SLATS 4, AADu1,,L JIP CON9,1NAM04, CURB MID GUTTER 2 FINISH KIAU467 DZ C'0`STR1,4'7'.: "001NIC.' 7i -IE 1W WIN 00 IEPII FOR. 4" x 4' BEAMS ENTRANCE NOTES 0) -qj- 0 •0 PAW 'M,',AOTACCOM.'4,OATE TIt't NAIL TO POST 'TICIPATF 31 IN QUIWENENT$ OF 4,� M ,'RUC,' 0 0 7fiE 'WAL K ' ,DEPTIl FOR & CURS RAMPS cu WHIN THE U:MITS )7 TK K0M10,,uQ K 00 N RIE 14ED T 10 (1EE CG_133, to (1) v 0% r, PLMS APE TC) WFIaN OF A FiLW 'UNE IS ",1UPEO rC PPOVDIE POSIIA OUNACE ACROSS I.sT.-C wNTRANM SES ABM', A00 'IAXIMUM V,1TRWM CRAM CmANWS 7T) AM L!57�,D V Th.� AL0NAaL_,- uWrR44F, 4-a ' ABLE TlESC VAUXS AP� N07 APPLICAE1C TO STRM CIONNEQ'TiOms' C) INTERSECTION NOTES rml1.25" 8, WHEN t-li 1112 0SED, FOR STPEFT =14KCT0,14; TxF �"qA.X CF Wirk, A *M.QOLX CONkJO NEC'NON "AUV 0 U OE'&Wo I 01 N �OLK',Y 0fl4' - THE ')?'DOT ROXD DMGN MA1.JAL,)f1,:LL1DIN.0 STMPPINO SECTION A - -A V%,aT DWANC�� ANO P VALVE rl AMS A-3 'SECTION C -C 91 OPTI!N& ' FLDIMI-114E MAY REOUPE WARPING OF A. PORT�C'N C'��"UT7�.R 'M rROVICE M�AWAA� '�dkbss T�E I IN TEMSM' 1011, AL,LOVIAC-LE ENTRANCE GRADE CHANGES TFANCE VCLQN�: ,MORE THAN 1\c,00 '40 0� 3 1� MOM XLOWARRLE ENTRR,,C^C GRADE TABLE NS NOT ,W'PLz ASL -C 70 S'TR T 00)a.-NEwilt NS METHOD OF TREAT ENT SWCC,1�7 ------------ rOONNECTION FOR STREET INT SECTIONS ANO COM:VIERCIAL ENTRANCES) Kllli�S'*N CATE, 4 ER ART03AXPMT1W:NT 0F 7PM.SP4V.TA.7'VN 10 73 I 1" x 4" x 4'-8" SLATS 2 FINISH NAILS, TOP & BOTTOM 00 2" x 4" x 4' BEAMS 0 0) -qj- 0 •0 TOE NAIL TO POST Ln > aj 0 0 12 cu C: 00 E 5 to (1) v LO U) •0_ 4 x 4" x 8' L_ 0_ 0 POSTS 7T) Ce) 4-a > 4'-0" C) x 0(0 rml1.25" CID E c: co e NOTE: PRESERVATIVE STAIN ON ALL WOOD. —1 T 7 7 - COLOR TO MATCH BUILDING � 41 I 11 SHEET 11- 6114 3 OF 13 FILE No. PO COMPACTED GRAVEL ' '=1 I 1 �11= ' �I ��I—I II ®I II � 1- WOOD FENCE DETAIL NOT TO SCALE WOODFNCE psuo 6H42 Augw 2011 Typical Traffire Control Lane Closure on a Two -Lane Roa&qy Ukimg Fkg �Wrs (Figurt T`fC-210) Guidance., 1, S �,vhere he pasteapelimit 4,gnuvor than 45 nqik Z Careshould heexercised svhen establishinq t&? fiolim qfthe, work zane lo insure mvxbnum possible Sight dtvumve in advance q f "ant d mnsifior' &,aed n t ohe posted qvv-d Unfit and at 1&-ist e-cla4al to or gpoater.tban hhe valuwv in Tip le 611-3, Gw-Wjw14i,,, exp&wkiAg, Awtorists shtndd have a 3, NVhe.re,Riaht-o.&Way or.,Ag�qnnctdc- Conditions =Oyqtt'thw' use of 4811 x 4811 sians-1" x 3611 gians n1av be 'Usod N.Sta-adard: 4 4 t . Flagging ftations shall be lkwated far enough to Advance of the -*W'rk spat -e to per t pproaching traffic to rtduce sp"-d and/orstop before passing the work space, and allow sufficient distance -for departing traffic lit the left lane. to return to the right lane before reaching opposing traffik(see Table 611-3 on Pagk 6111-5). S. All ftaggers shalt be state cordfied and have their certifigation vard in their possiession when pet -forming flagging dudes (see Sdon 6C,01, Qualifications for :daggers). 6. Cow spachig shalt bt. at the following: '7' A shadow vehicle with at least one, high Intensloy aniber rotating, 9scillutifig, or strobe tight ihAfi be arked 8,01'-l2 I° in advance othe first work crew. 02flaa� Asuoviomental flan ger may be, rNgUej in. 0116 area to give advage w'gll ing" Of the aheadby aI wwina anomachioa traffic prior !Q_L.-'.-ftgLby4n'a dle flagger Station Or agou'ad qaffliQ' Chddanne" If the qufnw qr trqfflc marhes, taw BE PREPARED TO STOP (W-3-4) 41ga, then thesigns s'hould Ise .1 ahglwiqy-ralt vrossd'n exisas widVn or Ppstream qf the tranih.lonapea and h is, andclpated filth quewes rvsuldnt zde fix)m �rbe lane closure migk extend thnmgh the hk h:'?'t� �prall 'q��yarming' he 9 g q tenrporary fruffic con frol€ :w7a vlwidd be axionded so ftt the Iransition area precedes the h�, In ;y-ndl g, tY'F, �,qure �TTC-56 oraddifional 1,qffirn-yatian or, hkq.hw,*,reV1 croissin,,� 11, Atnlght� flmn!er -,itattonsishall be Illuminated, except In eftUrgencles (we Section 6EAW.), 0 At,ga,',t 2011 Page Lint, Closure on a Tw*a-Lane Roadway. Using Flaggers (Figure T'I'C -23.0) NOUVIS, 'd.390VIj 50" � 1001 SEE NOTE, 4 SHA00W VEHIQLI� REQUIRED REQ TIS 4 $V - IOU FLAGGERSTA BION' SEEINOTE 2 � VV34 SEE NOTE19 VV20.1 REVISIONS: c - ROBERT E. WILLIAa, JR. P Lic. No. 025886 lk12112116 l�ls t6 SSI 04"44*, DATE: DEC 2016 SCALE: _N/A DRAWING NAME: DETAILS -FINAL C: Lo E 0 0) -qj- 0 •0 U (n (D Ln > aj 0 0 12 cu C: E 5 to (1) v L- > U) •0_ L_ 0_ 0 Z 7T) Ce) 4-a > W C) x 0(0 CID E c: co 0 - _j LO c - ROBERT E. WILLIAa, JR. P Lic. No. 025886 lk12112116 l�ls t6 SSI 04"44*, DATE: DEC 2016 SCALE: _N/A DRAWING NAME: DETAILS -FINAL U z U Z z > SHEET 3 OF 13 FILE No. VA -AL -01 NOTES 1. THIS PROJECT PROPOSES TO CONSTRUCT A NEW 5,500 SF CHURCH WITH ASSOCIATED PARKING, UTILITIES, ENTRANCE FROM ROUTE 744, AS WELL AN REQ IREDTX MAP8L ANPDRCEPIN21, SCREENING, ETC. AREA TABLE TLAF pRnPFRTY DELINEATED HEREON IS LOCATED 0 USE: VACANTTM !i3.11 TRIPS/1,000 SF (5,500 SF)(9.1 1/1 000)= 50 TRIPS CHURCH (WEEKDAY) ♦ \ 3. EXISTING PROPOSED USE: CHURCH `�� 80 PARCEL 21 300,706 S.F. 6.903 AC. CHURCH (SUNDAY) 4. A CHURCH IS ALLOWED IN THE RA ZONE WITH THE APPROVAL OF A SPECIAL USE PER�v11T. (5,500 SF)(36.63/1000)= 201 TRIPS H ROAD (RTE 744) 1.85 TRIPS/ (SANCTUARY SEAT (150 SEATS)(1.85)= 278 TRIPS SP 2014-16 WAS APPROVED ON OCTOBER 14, 2015. D R -O -W O -W D DEDICATION 10,233 S.F. 0.235 AC. 3°05'31" 5. AREA TABULATION MINIMUM LOT AREA REQUIRED= 2 AC. [PER RA ZONE] TM 80 PARCEL 21-4 300,706 S.F. OR 6.903 AC. R -O -W DE:DICATION�I= 10,233 S.F. OR 0.235 AC. NET LOT AREA=- 290,473 S.F. OR 6.668 AC. 6. FRONTAGE MINIMUM REQUIRED FRONTAGE= 250' [PER RA ZONE] PROVIDED FRONTAGE= 342' 7. LOT WIDTH MINIMUM REQUIRED LOT WIDTH= PROVIDED LOT WIDTH= 350' (AT RFRONT RA ZONE] 8. BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT= 35 FT. [PER RA ZONE] MAXIMUM ALLOWABLE SPIRE HEIGHT= 100 FT. [PER 18-4.10.3.1 (b)] MAXIMUM ALLOWABLE PARAPET HEIGHT= 4 FT. [PER 18-4.10.3.3] PROPOSED 1 STCjY CHURCH= 30 FT. 9, MINIMUM YARD REQUIREMENTS FRONT YARD: 7`. FT. MIN. [PER RA ZONE] SIDE YARD: 2i FT. MIN. [PER RA ZONE] SIDE YARD: �'> FT. MIN. [ACCESSORY STRUCTURES PER 18-4.11.2(b)] REAR YARD: 3`'i> FT. MIN. [PER RA ZONE] REAR YARD: �'3 FT. MIN. [ACCESSORY STRUCTURES PER 18-4.11.2(b}] 10. PARKING REQUIREMENTS: REQUIRED PARKING= GREATER OF 1 SPACE PER 3 SEATS [PER 18-4.12.6] OR 1 SPACE PER 75 SF OF ASSEMBLY AREA TOTAL SEATS= 150 ASSEMBLY AREA= 3,500 SF SPACES REQUIRED= (1 SPACE/3 SEATS)(150 SEATS)= 50 SPACES SPACES REQUIRED= (1 SPACE/75 SF)(3,500 SF)= 47 SPACES TOTAL SPACES R iQUIRED= 50 SPACES TOTAL SPACES PFOVIDED= 50 SPACES HC SPACES REQUIRED= 2 [FOR 26-50 SPACES PROVIDED, PER ADA ACCESSIE31LITY GUIDELINES] HC VAN SPACES REQUIRED= 1 [FOR UP TO 6 HC SPACES PROVIDED, PER ADA ACCESSIBILITY GUIDELINES] PROPOSED ;TD. SPACES PROVIDED= 48 SPACES (9'x18') PROPOSED FITC SPACES PROVIDED= 1 SPACES (8'x18') PROPOSED I]iC VAN SPACES PROVIDED= 1 SPACES (8'x18') PROPOSED TOTAL SPACES PROVIDED= 50 SPACES REQUIRED LOADING SPACES= N/A (CHURCH) [PER 22-26-6 Z.(0.] 11. THIS PROPERTY WILL BE SERVED BY A NEW PRIVATE WATER WELL AND SEPTIC SYSTEM. DESIGN COORDINATION WITH THE VIRGINIA DEPARTMENT OF HEALTH IS REQUIRED. 12. GROSS FLOOR ARE I: ONE STORY CHUR6H= 5,500 SF 13. FLOOR AREA RATIO: TOTAL PROPOSED FOR RA ZONE= 5,500/290,462= 0.02 14. THE BOUNDARY DELINEATED HEREON IS BASED ON A SURVEY BY B. AUBRY HUFFMAI`� & ASSOCIATES, LTD., FATED AUGUST 21, 2001. TOPOGRAPHICAL 'SURVEY WAS PERFORMED BY HUME & ASSOCIATES, DATED JANUARY, 2016. 15. THIS SITE IS LOCATED IN FLOOD ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON F.I.R.M. MAP NO 51003CO3:25D, DATED FEBRUARY 4, 2005. 16. THERE ARE NO VISIBLEGRAVESITES OR BURIAL GROUNDS LOCATED ON THIS PROPERTY. 17. NO TITLE REPORT WAS FURNISHED. SITE IS SUBJECT TO ENCUMBRANCES OF RECORD. 18. TO THE BEST OF OIUR KNOWLEDGE AND BELIEF, THERE ARE NO HAZARDOUS/TOXIC SUBSTANCES OR WASTE AND/OR PETROLEUM PRODUCTS TO BE GENERATED, UTILIZED), STORED, TREATED PEND/OR DISPOSED OF ON-SITE. 19. THIS SITE IS LOCATED IN RURAL AREA #2 PLANNING AREA PER THE ALBEMARLE COUJNTY COUNTY COMPREHENSIVE PLAN. 20. THERE ARE NO WETLANDS ONSITE. 21. THERE ARE NO RE OURCE PROTECTION AREAS ONSITE. 22. A PORTION OF THE SITE IS LOCATED IN THE WATER PROTECTION OVERLAY DISTRICT. 23. A PORTION OF THE SITE IS LOCATED IN THE ENTRANCE CORRIDORS OVERLAY DISTRICT. 24. THE SITE WILL UTILIZE PRIVATE TRASH PICK UP, USING INDIVIDUAL TRASH RECEPTACLES, NOT A DUMPSTER. 25. ALL SITE LIGHTING SHALL MEET ALBEMARLE COUNTY LIGHTING ORDINANCE AND LATES-T DESIGN STANDARDS, 26. ALL SIGNAGE SHALL( MEET ALBEMARLE COUNTY SIGN ORDINANCE AND LATEST DESIGN STANDARDS. 27. THIS SITE IS LOCATED IN THE MIDDLE RIVANNA RIVER WATERSHED. 28. THIS SITE IS LOCATGED IN THE EAST RIVANNA FIRE STATION SERVICE AREA. 29. THIS SITE IS LOCATED IN THE PANTOPS RESCUE SQUAD SERVICE AREA (WEEKDAYS) 30. THIS SITE IS LOCATED IN THE CARS RESCUE SQUAD SERVICE AREA (WE EKNIGHTS/WEIEKENDS) 31. THIS SITE IS LOCATE D IN THE JEFFERSON DISTRICT, SECTOR 4, BEAT 12 POLICE SERVICE AREA. 32. THIS SITE IS LOCATED IN THE NO PUBLIC WATER OR SEWER SERVICE AREA. 33. THIS SITE IS LOCATED IN A LEAKING TANK 2,000 FOOT SITE BUFFER AREA. TRIPS GENERATED (PER 9TH EDIT ON ITE TRIP GENERATION REPORT) USE RATE DAILY TRIPS CHURCH (WEEKDAY) !i3.11 TRIPS/1,000 SF (5,500 SF)(9.1 1/1 000)= 50 TRIPS CHURCH (WEEKDAY) 0.61 TRIPS/ SANCTUARY SEAT (150 SEATS)(0.61)= 92 TRIPS 126.32' S 29035'53" E C2 CHURCH (SUNDAY) 3(6.63 TRIPS/1,000 SF (5,500 SF)(36.63/1000)= 201 TRIPS CHURCH (SUNDAY) 1.85 TRIPS/ (SANCTUARY SEAT (150 SEATS)(1.85)= 278 TRIPS TOTAL O'AILY TRIPS= 92 TRIPS (WEEKDAY) TOTAL DAILY TRIPS= 278 TRIPS (SUNDAY) PHV= 0.11(ADT)=0.11(92)= 10 VPH Ph V= 0.11(ADT)=0.11(278)= 31 VPH NO TURN LANES OR TAPERS REQUIRED PER FIG 3-26 APPENDIX F CURVE TABLE Curve Radius Length (Tangent Delta Chord Chord Bear. C1 2193.91' 126.33' 63.18' 3017'57" 126.32' S 29035'53" E C2 211.32' 21.90' 10.96' 5°56'15" 21.89' S 24058'47" E C3 2223.91' 120.01' 60.02' 3°05'31" 119.99' S 29029'40" E C4 241.32' 1 31.60' 15.82' 7°30'11" 31.58' 1 S 24011'50" E IN NET SITE AREA= 290,473 S.F. 6.668 AC. ♦♦ ��� 3?0 IN,W O. 21 C , R8 115;51 0 7 _� 2_1 Zomd: RA IN z l e, EX D1111ff T E 364.37 N73046 0 _ 81.3' MIXED HARDW, W1 L ) . � - N 1 � 0 I �(n 1 1.5" SM -9.5A �6" 21A SUBBASE ri..... SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT ADA PARKING PAVEMENT SECTION NO SCALE 0 1192 462 L.!se. _es2denhal \1 v �` `�YTR x X_ x x N X X 79.3' 25' SIDE YARD ` -4 20' BUFFER _..__- -- - ----------- EX. RA DRIVEWAY C)CD C4 :.... 'X631 316.11 S80 25 05 W 346.74 - - - -T i ' r - 3O VPD } 0 20 (n `l ,N Harrod, 17'114:�,iro, 111J��,sl�;�n n �� � � i\, .� _ ttrrod, �� �.��J�,:.�J�r�, �� �,°��J,� ��°r�, � ,,V./7` (Jollier, Dwni 1. 1, or73 ro o � �_ f;o f. . i O .- 262 m ✓ R, F r 1 P Use: Vacant, I 30 15 0 30 60 90 GRAPHICAL SCALE: 1 = 30 )v REVISIONS: "T11 OF_ ROBERT E. WILLiAa, JR. Lic. No. 025886 . 1211 21 16 S,00 `YIO,NA L �� H #*##* DATE: ITEC 2016 SCALE: I "=30' DRAWING NAME: SITE PLAN -FINAL rr� U U© OC U 0 a SHEET 4 ,OF 13 FILE No. VA -AL -01 Co 9 E .d�O Y (D t^ j > U) .� c_ C: > a) �® (0 N W ® X O (n -7 CO CN -N J t10 . LO "T11 OF_ ROBERT E. WILLiAa, JR. Lic. No. 025886 . 1211 21 16 S,00 `YIO,NA L �� H #*##* DATE: ITEC 2016 SCALE: I "=30' DRAWING NAME: SITE PLAN -FINAL rr� U U© OC U 0 a SHEET 4 ,OF 13 FILE No. VA -AL -01 NOTES 1. A NEW WELL SHALIL BE INSTALLED TO PROVIDE DOMESTIC WATER SERVICE. IT SHALL COMPLY WITH ALL APPLICABLE APPROVALS OF ALBEMARLE COUNTY AND THE VIRGINIA DEPARTMENT OF HEALTH. 2. A NEW SEPTIC SY°STEM SHALL BE INSTALLED TO PROVIDE DOMESTIC SEWER SERVICE:. IT SHALL COMPLY WITH ALL APPLICABLE APPROVALS OF ALBEMARLE COUNTY AND THE VIRGINIA DEPARTMENT OF HEALTH, 3. ALL NEW ELECTRICAL, TELEPHONE, CABLE TELEVISION, FIBER OPTIC AND OTHER UTILITY LINES ON THE SITE SHALL BE INSTALLED UNDERGROUND. 4. ABBREVIATIONS: TB= TOP OF BANK q0= CLEANOUT EG= EDGE OF GRAVEL EP= EDGE OF PAVEMENT 11 L= FLOW LINE GB= GRADE BREAK �S= GROUND SPOT ELEVATION II V= INVERT TC= TOP OF CURB TG= TOP OF GRAVEL 1�P= TOP OF PAVEMENT 5. KNOX BOX REQUIRED. PLEASE CONTACT FIRE RESCUE DURING CONSTRUCTION TO DISCUSS THE LOC/aTION OF THE KNOX BOX. (434-296-5833) 6. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VDOT STANDARDS AND SPECIFICATIONS. 8WFUD 9" LEVEL SPREADER CROSS SECTION EL SPREADER WITH VEGETATED LIP CROSS SECTION V I LE (WfN, 7') " � Ca WIRE MESH M T`NSER d.X6 TR 14TED TIMBER e MIR. - 7' MIK � - 3' UNUISTURBED SAIL LEVEL SPREADER WITH RIGID LIP MIN, PHYSCAL RMOIREMENTS OF FILM, CL07H NOTED .N M, Ac SPEC, 119, RIPW SITE CO VERA GE AREA PERCENTAGE BUILDING 6,475 SF (6,475/290,473)100= 2.23% PARKING 18,100 SF (18,100/290,473)100=6.23% SIDEWALK 2,390 SF (2,390/290,473)100= 0.82% EX. GRAVEL D/W 3,250 SF (3,250/290,473)100= 1.12% OPEN SPACE 260,258 SF 0 (260,258/290,473)100= 89.6010 SITE AREA 290,173 i SF MODERATELY WELL DRAINED SOILS DATAI, 2.1 OR TMR 2;1 OR FLA"CR STORM DRAIN TABULATION STIR # DESCRIPTION LENGTH INVERT IN HYDRIC HYDROLOGIC NATURAL 1 MAP SYMBOL SOIL NAME SLOPEK-FACTOR SOIL SOIL GROUP SOIL GROUP DRAINAGE CLASS 46B LIGNUM SILT LOAM 2_7% 0.70% NO D MODERATELY WELL DRAINED 0.49 51 C MANTEO CHANNERYSOMEWHAT 7- 15% NO D EXCESSIVELY 0.20 411.0 SILT LOAM PROVIDE 2 ES ® O r - (/a DRAINED 62B SON 2II 7% NO B WELL DRAINED 0.37 SILT LOA VTH p 611 2.1 OR TMR 2;1 OR FLA"CR STORM DRAIN TABULATION STIR # DESCRIPTION LENGTH INVERT IN INVERT OUT SLOPE REMARKS 1 15" HDPE 46' 412.4 412.0 0.87% PROVIDE 2 ES 2 8" HDPE 78' 413.55 413.0 0.70% ROOF DRAIN 3 GRADED SWALE 162.5' 414.0 412.0 2.03% PROVIDE 2 ES 4 GRADED SWALE 271.1' 416.0 411.0 1.37% PROVIDE 2 ES �� ♦ `��Q�w �� 2.73. t NCE TO L)ISTA OUTLET PROTECTION (ZING Q� 5� APPROX' EcT N OVERLAY nQ ;,�♦♦♦ r WATER PRAT STIR # d50 Do La W 1 , 1.25' 8' 9.25' RD 6" 0.67' 6' 6.67' 4,030 410.5 6,558 LS2 2,070 1,180 �� ♦ `��Q�w �� 2.73. t NCE TO L)ISTA OUTLET PROTECTION (ZING Q� 5� APPROX' EcT N OVERLAY nQ ;,�♦♦♦ r WATER PRAT STIR # d50 Do La W 1 6" 1.25' 8' 9.25' RD 6" 0.67' 6' 6.67' NAME SITE LOCATION LS #1 N38.012123 VOLUME W78.368174 AREA (SF) N38.012178 LS #2 W78.369011 LEVEL SPREADER VOLUME STIR # 412 CONTOUR 411 CONTOUR BOTTOM ELEV VOLUME AREA (SF) AREA (SF) (CF) LS1 7,070 4,030 410.5 6,558 LS2 2,070 1,180 410.5 1,920 TOTAL= 8,478 TIV 8 0 21D DB i i 92 462 1/1'se., � esiden`ial Gy i I r. i ar°�°�:;d, fVilliarn 1,,1�i.'�,slorn„ Heirs of c/0 Eleavor Proctor I.'s e: REVISIONS: DATE: DEC 2016 SCALE: I"=30' DRAWING NAME: SITE PLAN -FINAL -elw c� U �� u O a SHEET 5 OF 13 FILE No. VA -AL -01 CU �• Lo q N > 0 m C E UD (D.— -CL CL CL c: > {y ice- O CU til W ® O r - (/a E ®CV �u') VTH p 611 ROBERT E. WILLIA , JR. Lic. No. 025886 12/ 12116 ONAL DATE: DEC 2016 SCALE: I"=30' DRAWING NAME: SITE PLAN -FINAL -elw c� U �� u O a SHEET 5 OF 13 FILE No. VA -AL -01 DB 57 075 Zoned: i i i � T 1�E LIt�E.�f il,�• h;�.S'1,f�r:Pt.fP(tl ) �.... 1.,, x ��A.��...�,.�,i*-R�y��,.�-.�....�..�• 1 �- ' - l 1 10 l ` J V//F Ha rod, t1`itliccrr SEAL COAT l ttco(GRAVEL PARKING xtewrs o c; C T D9 6-354 /��t r F 4 Zoned,- RA J i�t3Zoned: i izcJ 7v r r Lr �.1'it? i,' d: R L bfse: Vacant 50 25 0 50 100 1510 GRAPHICAL SCALE: 1 " = 50' 220t: • - Zoned,- y y Zoned: RA U'se, Vacant f;'.se. = esidential,, 410 NOTES: 1. VDOT REQUIRES A MI VIMUM 48 HOURS OF ADVANCE NOTIFICATION TO OBSERVE PROOF ROLLS OF THE SUBGRADE AND AGGREGATE BASE. 2. CONTRACTOR WILL BE REQUIRED TO SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO VDOT FOR REVIEW AND APPROVAL. 3. FLAGGING OPERATIONS WILL BE REQUIRED FOR MILL AND OVERLAY TO CENTERLINE. SEE MAINTENANCE OF TRAFFIC DETAIL ON DETAIL SHEET. 1.5"I SM -9.5A �6' 21A SUBBASE SUBGRADE COMPACTED TO 95 q DENSITY AT OPTIMUM MOISTURE CONTENT DRIVEWAY PAVEMENT SECTION NO, SCALE CURVE TABLE Curve Radius Length Tangent Delta Chord Chord Bear. C1 2193.91' 126.33' 163.18' 3°17'57" 126.32' S 29035'53" E C2 211.32' 21.90' 10.96' 5°56'15" 21.89' S 24058'47" E C3 2223.91' 120.01' 160.02' 3'05'31",119.99' S 29°29'40" E C4 241.32' 1 31.60' 1 115.82' 17030'11" 31.58' S 24°11'50" E / MD / I TM 80 PARCEL 21 MUTCQ 300,706 S.F. 6.903 AC. HACKTOWN ROAD (RTE 7'44) R -O -W DEDICATION Freeways 10 ,233 S.F. 0.235 AC. NET SITE AREA= 290,473 S.F. 6.668 AC. perember 206 Page 2B-2 390' INTERSECTION SIGHT [DISTANCE PROPOSED GRADE ALONG LINE OF SIGHT< 7EXIS"'TING GRADE ALONG LINE OFT; SIGHT Page: 2EJ-7 81.2 December 2000 Table 28-1. Regulatory Sign Sizes (Sheet 1 of 4) SIpt1 MUTCQ On Conventional Expressways Freeways Minimum Overeised Code Roads Stop R1-1 28.04 750 x 750 900 x 800 — 600 x 600 1200 x 1200 30 x 30 3e x 38 24 x 24 48 x 48 17+00 18+00 WP<2 TACK COAT THE..PROPOSED 19+00 430 f1- ;ase mi -l.,(, pr i:l 2015 Typical Traffile Control iz r ll rr k a � xx altr r( l a ....`*' 2, 31,gn h rrshauld be 13W ISOOffiar Litnited Acceshigi4v4,q. a For o : xy. the vign,A ,sar)acA,g .>4houl be 00', 0' �,vhvre the po to good limit is greater than :45 nyM, and 350'_ 5-t 3 w"'jer the po stedspeed .11m it is 4S. my)h or less, 3, J`Yhen work tvkvs up pant qf a Ame on a high vd3'ume nxidiveq 1 ez �ca ar timgffl 'v(ja1'r�mes, 7 ehje,,1w fait,. .flktedlana should be cksed- dle lone encroachment anakysil i ,". dtl a reYixainitzg-,.i°al1('.' 44dih qf I Ojkvt, the lane shtmld be, closed', ff the c losuie £aper evio i %r on da .R $i$it<°e{ Acrem, �11bIo��I xro'��'. �i��a t1)tTtl'.�)tl Att ��X�1(' Jidth Lv i d fieet. 1—tion 1 4, The ROD WO RK -HEAD f iN 0-1) si en inw, ma ill -P road-Nvav Inly be nlitted whore 4riV r ernes :i • I'voni hat roadway � �1� e�: c���.�� tex another g�I� an e w� .tj.���: � a I�� �t r t th �� t�� - n tandar & 3A shadow vehi le witlr either as arrow boardaperating in the caution mode, or at .hast ars, hi h- i tionsity amber rotatirr , flashing, 44er : escillati g light shall be parked 80';- 12011n advatrra of the f rst wor rew�, Vehicle hazard wwmn signals shall at he used instead of the vhi ie s high-4ifitei saber r �t � m aa.lafxr bar ta:millatirag : M& V hide hazard 'arntrrg signals can Ire a to rrlilller ion hjg:h4lAtea8.I ,y ar tr r rotator. r , ff sham ,PVXII osciflating lights, 7. Taper length (L) and channelizing devize spactiag shalt be at the olflowing: Toper Length () Channalizing-Devioo Spacing Speed Limit tans, Width (Feet) Speed Limit (mph) mph) g 16 1 1 Location 6 M 36.1 316 25 95 105 11........ 15 Trarlsltion Spacing 0' 4?a 30 136 150 165 180 TravalWay Spacing 40' 60` 35 165 ! 20 2 2 5 construction.A cess* 80' 120' - W� _.: ----- 40 X46 X70 2965 0 Spann ITray be In rea5ed to this, distance, 4 405; 450 4 5--.0 ' bit aha�ll rant excon'd one c a per !�� mile. 0 5 500 0 600 _ On roadways With paved shoulders havil� Width of 8 feet r more, channelizing devices 55 495 55 6ai5 6 0 1 hall be used to Moss, the shoulder In - - .... - 0 �0 600 X60 120 advance of the mer ft taper to direct 65 585 65 ' ` 715 780vehic lar l a to remain Within the traveled n The buffer space length shall b show in T >6 ahle -;i on Page 6114 for the poste s,":kd itre 420 A truck-mounttd Ott naator '(Tk bh,) shall he UAW on Limited Ac ss laighivkys and inti -lana 3.5' HOT. roadways with pasted s lbult eqoxI to or grantor than : mph, F OBJECT :1 . When a side roam intersects the highwawithin the temporary traf e control zona, additional (TVP.) traf it control devres shall be, placedas treaded. -41 t20 +I 400 20+00 EDGE' OF EXISING iPAVEMENT (AS DETERMINED IN FIELD) CONSTRUCTION iJOINT EXISTING MSPHA.T LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE. COMPACTED SUBGRAQE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING. LAYERS PROPOSED MINIMUM 1 AV2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE .5) ?� MINIMUM 12 INCHES; OFt GREATER ;AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES(SEE NOTE 3) NOTES= I. 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. AMINIMUM OF THREE CORES SHALL BETAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING pAYEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.' Y2 4. THE, .ADJACENT- TRAVEL LADE: SHALL BE .MILLED A .MINIMUM DEPTH. OF,1 fp INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE. PROOSED 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, 8: 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 316,05(c) 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 315,07(a) OF THE SPECIFICATIONS. _r A R 1 _ ice, GYIf IYT.I {V\ ROAD AND SRM STANDARDS ASPHALT PAVEMENT WIDENING 10`GRf GIIO{IG�VM.! SHEET'1 OF 1 REVISION DATE FOR WIDENING' SUBJECT TO TRAFFIC 315 .303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION Z a,10 i has Shoulder Operstion with ; I or E roa h lent 500` + GE STE SEI NOTE 7 �al 0- (V) 0' - 120' W21 -5bR W2V_ RE) REVISIONS: 1` O - U LO N N > O E > {!) CU Co C O t4 CN W XO Cn -0 tV 113its _ J U') N tiT H OF ROBERT E. WiLLIA , JR. Lic. No. 025886 OAS, �Q_ 12112/ 16 " N A DA'L'E: DEC 2016 SCALE: I"=50' DRAWING NAME: SDPP-FINAL U h�-I io► � � `�.J n� F4 W H U O 00 O SHEET 6 OF 13 FILE No. VA -AL -01 LEGEND TES PARKING PLANTING AREAS TES LIMITS OF DISTURBANCE PROPOSED DECIDUOUS TREE LOCATION PROPOSED EVERGREEN TREE LOCATION PROPOSED SHRUB LOCATION REMOVE EXISTING TREE .11 pS PERMANENT SEEDING LANDSCAPE REQU,REMENTS: 1. STREET TREE PLANTING REQUIRED ALONG RIGHT-OF-WAY [PER 18-32.7.9.5] (1) LARGE TREE PER X150 L.F. OR (1) MEDIUM TREE PER 40 L.F. OF FRONTAGE (1) SHRUB PER 5 L.F. OF FRONTAGE 2. REQUIRED PARKING LUT LANDSCAPING: A. 5% OF PAVED PARKING AREA AND VEHICULAR ACCESS [PER 18-32.7.9.6] B. A MIXTURE OF SF ADE TREES AND SHRUBS C. (1) LARGE OR MF�DIUM SHADE TREE PER 10 SPACES [PER 18-32.7.9.6] 3. COMMERCIAL AND INDUSTRIAL USES SHALL BE SCREENED FROM ADJACENT RURAL AREAS ZONING DISTRICT [PER 18-32.7.9.7(a)(1)] 4. PARKING AREAS WITH 4 OR MORE SPACES MUST BE SCREENED FROM RESIDENTIAL AND RURAL AREAS DISTRICTS [PER 18-32.7.9.7(4)] 5. NEGATIVE VISUAL IMPACTS SHALL BE SCREENED FROM ADJACENT RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS [PER 18-32.7.9.7(a)(3)] 6. A 10% MINIMUM TREE CANOPY COVERAGE IS REQUIRED FOR SITES DEVELOPED WITH COMMERCIAL OR INDUSTRIAL USES. [PER 18-32.T9.8(a)(1)] LANDSCAPE NOTES: 1, STREET TREES AND SIIIIRUBS LARGE SHADE TREES SHALL BE 1-1/2 TO 1-3/4 INCHES MIN CALIPER. MEDIUM SHADE TREES SHALL BE 1 TO 1-1/4 INCH MIN CALIPER. SHRUBS SHALL BE 121 INCHES MIN HEIGHT. 2, ON-SITE PLANTINGS LARGE SHADE TREES SHALL BE 1-1/2 TO 1-3/4 INCHES MIN CALIPER. MEDIUM SHADE TREES SHALL BE 1 TO 1-1/4 INCH MIN CALIPER. EVERGREEN TREES SHALL BE 4 FEET MIN HEIGHT. SHRUBS SHALL BE 18 INCHES MIN HEIGHT. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. ALL SHADE TREES SHALL BE LIMBED TO 8 FEET ABOVE PROPOSED GRADE. LANDSCAPE TREE COVER TABULATION TOTAL GROSS SITE COMMERCIAL USE SCREENING (NORTH) 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) ZONE OF ADJOINING PROPERTY: RA -10,233 SF 3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT 4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) 5) LENGTH OF PLANTING STRIP: 310 L.F. 6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 75 L.F. 7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP: 12" X YES NO 8) TOTAL NUMBER OF PLANTINGS REQUIRED: 2(1 TREE/15 L.F.I)(310-75 L.F.)= 32 TREES - COMMERCIAL USE SCREENING (WEST) 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) ZONE OF ADJOINING PROPERTY: RA 3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT 4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) 5) LENGTH OF PLANTING STRIP: 213 L.F. 6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 213 L.F. 7) 6 FT FENCE OR W)�LL EMPLOYED IN PLANTING STRIP: N YES X NO 4-1 O 8) TOTAL NUMBER OF PLANTINGS REQUIRED: 00 M 2(1 TREE/15 L.F. 11)(213-213 L.F.)= 0 TREES COMMERCIAL USE SCREENING (SOUTH) 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) ZONE OF ADJOINING PROPERTY: RA co 3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT 4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) U) -0 m N c: N 5) LENGTH OF PLANTING STRIP: 312 L.F. 6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 304 L.F. 7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP: ♦N ti H OF _ YES X NO 8) TOTAL NUMBER OF IIiPLANTINGS REQUIRED: ROBERT E. WILLIA , JR. 2(1 TREE/15 L.F.;I(312-304 L.F.)= 1 TREE LANDSCAPE TREE COVER TABULATION TOTAL GROSS SITE Af EA= 300,706 SF PROPOSED R -O -W DEDICATION= -10,233 SF NET LOT AREA= 24 290,473 SF LANDSCAPING REQUIRED= (0.10)(290,473 SF)= 29,047 SF EXISTING LANDSCAPEP LLEMENTS: EXISTING TREE COVER= 218,940 SF EXISTING TREE COVER TO BE REMOVED= -26,000 SF EXISTING TREE COVER TO REMAIN= 192,940 SF PROPOSED LANDSCAPE ELEMENTS: EXISTING TREE COVE=R TO REMAIN= (192,940)(1.25)= 241,175 SF PROPOSED NEW PLANTINGS= 4,907 SF TOTAL PROVIDED= 246,082 SF STREET TREE PLANT'NGS AS ACER SACCHARUM "GOLDSPIRE" / "GOLD 8 1„ - B&B 23 SF s SPIRE" SUGAR MAPLE 24 _ 4' B&B 23 SF ILEX COMUTA "BURFORDII” / 58 12" 12" B&B BURFORD HOLLY - COMMERCIAL USE SCREENING PLANTINGS 10 YR CANOPY PARKING LOT LANDSCAPING PLANTINGS 10 YR CANOPY AR X CUPRESSOCYPARIS LEYLANDII I 34 - 4' B&B 23 SF s LEYLAND CYPRESS 24 _ 4' B&B 23 SF PARKING LOT LANDSCAPING PLANTINGS 10 YR CANOPY AR ACER RUBRUM /RED MAPLE 9 1-1/2" - B&B 397 SF PARKING LOT PLANTING AREA PROVIDED= 1,720 SF PARKING LOT SCREENING PLANTINGS 10 YR CANOPY ADDITIONAL PLANTINGS 10 YR CANOPY ILEX GLABRA "COMPACTA"/ 40 18" 18" B&B s COMPACT INKBERRY HOLLY 24 _ 4' B&B 23 SF ADDITIONAL PLANTINGS 10 YR CANOPY PARKING LOT SCREENING EAST WIDTH OF PARKING LOT LANDSCAPE (LS) STRIP: 20 L.F. LENGTH OF PARKING LOT LANDSCAPE (LS) STRIP: 192 L.F. LENGTH OF LS STRIP OCCUPIED BY EX. WOODLAND: 0 L.F. PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) OR 1 EVERGREEN SHRUB/10 L.F. (2 ROWS) TOTAL NUMBER OF PLANTINGS REQUIRED: (2)(1 SHRUB/10 L.F.)(192 L.F.)= 39 SHRUBS PARKING LOT LANDSCAPING NUMBER OF PARKING SPACES: 50 SPACES PARKING AND VEHICULAR ACCESS AREA: 18,210 SF PARKING LANDSCAPE AREA REQUIRED: 5% OF PARKING AREA= 0.05(18,210 SF)= 911 SF PLANTING RATE REQUIRED: 1 LARGE/MEDIUM SHADE TREE/10 SPACES MIXTURE OF TREES AND SHRUBS TOTAL NUMBER OF PLANTINGS REQUIRED: (1 TREE/10 SPACES)(50 SPACES)= 5 TREES STREET TREES 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) PLANTING RATE REQ'D: 1 TREE PER 50 L.F. (LARGE) 1 TREE PER 40 L.F. (MEDIUM) 1 SHRUB PER 5 L.F. 3) LENGTH OF R/W FRONTAGE: 342 L.F.-54 L.F.=288 L.F. 4) TOTAL NUMBER OF PLANTINGS REQUIRED: (1 TREE/40 L.F.)(288 L.F.)= 8 TREES (1 SHRUB/5 L.F.)(288 L.F.)= 58 SHRUBS County of Albeinrle ConemilonPlan ChakRst — To be place on LawJmpe ft (Randle 1 I.48 -1 z-297 r comp sp lr � '� �o be lk lAwts of atearlog (dlipline, oft= to bo %vod , oraladmo4psmqukingtree wells gar malls; M. l powd fta*ft or waft b d the ll itA of Clearing,, All a to Wo wvW OW1 be marked with prinior Abb a ata hci& cls visible tacqu#mmt cpwaUm, No puilng smell b & unlit t% tm r rkq has bm anspeeted and a?provid by a CoxyW laspoMr. "lam pmtecdon momros shall be reared with the oonUwAor on ske. 4. Agjjj=0jQWXAW8 Bad &a= Heavy equoat, vqhk44WftfflQ arw star of owstmodon rnaterlrla iudurdi mil "I "boperemed within the dripVxnes oftrees to be saved. M Such deviom atoll not aavt�resly 4EM toes to be aaa ed, W Fims am wt.pemthled *Wm 100 fbA of the dripline 4fta to be saves. 7. Tri' k NkVXkkj Toxics mWWrWs sltall not be atoreii wMin100 fttofshe dripline of tram lo be nvvd 'T�m to be roWeed whin 40 feet efa primed building or:grading activity sluil be protected by *mi* peacin l be inpWaand shall ba inept and approved ;by a ;oaiy %peter p&r tear 0r 0=trUWon. I= ffmi tOk When the gmmd level ranst be r&4W within the drlpllue of a tree to be av4 A tm, well shall be pmvwed lmd 4 coustmc oon d it cab itded tot 4Mroval, NA when a 'fie zrouw law must be lewd w irz the Mpl ine a trema w be savett a tree wall shall be p v"', and a Wnstruction 44WI submiod rm V.Proval, IL `ICC When teeing is foRwirad fairs ON limits of cluing, it shW1 be done a fa aw4y fto the Uunks of Ow N possible, °IOMUD under a WV um ill be wmkWmd asan altemaative.wbft it Is antidlpated d1vA nwaM umnahing Vill atemoy fir :rests. Protective fwwft Anil be Atw ba iwms rem*ved dwing the 11ral dleauupy I& y Dmaged ?des shall d !=Wiaftly by prwin& fortillMion or oftw twommended by a tree sp hist 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' X CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS 24 _ 4' B&B 23 SF PARKING LOT SCREENING EAST WIDTH OF PARKING LOT LANDSCAPE (LS) STRIP: 20 L.F. LENGTH OF PARKING LOT LANDSCAPE (LS) STRIP: 192 L.F. LENGTH OF LS STRIP OCCUPIED BY EX. WOODLAND: 0 L.F. PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS) OR 1 EVERGREEN SHRUB/10 L.F. (2 ROWS) TOTAL NUMBER OF PLANTINGS REQUIRED: (2)(1 SHRUB/10 L.F.)(192 L.F.)= 39 SHRUBS PARKING LOT LANDSCAPING NUMBER OF PARKING SPACES: 50 SPACES PARKING AND VEHICULAR ACCESS AREA: 18,210 SF PARKING LANDSCAPE AREA REQUIRED: 5% OF PARKING AREA= 0.05(18,210 SF)= 911 SF PLANTING RATE REQUIRED: 1 LARGE/MEDIUM SHADE TREE/10 SPACES MIXTURE OF TREES AND SHRUBS TOTAL NUMBER OF PLANTINGS REQUIRED: (1 TREE/10 SPACES)(50 SPACES)= 5 TREES STREET TREES 1) USE OF PROPOSED DEVELOPMENT: CHURCH 2) PLANTING RATE REQ'D: 1 TREE PER 50 L.F. (LARGE) 1 TREE PER 40 L.F. (MEDIUM) 1 SHRUB PER 5 L.F. 3) LENGTH OF R/W FRONTAGE: 342 L.F.-54 L.F.=288 L.F. 4) TOTAL NUMBER OF PLANTINGS REQUIRED: (1 TREE/40 L.F.)(288 L.F.)= 8 TREES (1 SHRUB/5 L.F.)(288 L.F.)= 58 SHRUBS County of Albeinrle ConemilonPlan ChakRst — To be place on LawJmpe ft (Randle 1 I.48 -1 z-297 r comp sp lr � '� �o be lk lAwts of atearlog (dlipline, oft= to bo %vod , oraladmo4psmqukingtree wells gar malls; M. l powd fta*ft or waft b d the ll itA of Clearing,, All a to Wo wvW OW1 be marked with prinior Abb a ata hci& cls visible tacqu#mmt cpwaUm, No puilng smell b & unlit t% tm r rkq has bm anspeeted and a?provid by a CoxyW laspoMr. "lam pmtecdon momros shall be reared with the oonUwAor on ske. 4. Agjjj=0jQWXAW8 Bad &a= Heavy equoat, vqhk44WftfflQ arw star of owstmodon rnaterlrla iudurdi mil "I "boperemed within the dripVxnes oftrees to be saved. M Such deviom atoll not aavt�resly 4EM toes to be aaa ed, W Fims am wt.pemthled *Wm 100 fbA of the dripline 4fta to be saves. 7. Tri' k NkVXkkj Toxics mWWrWs sltall not be atoreii wMin100 fttofshe dripline of tram lo be nvvd 'T�m to be roWeed whin 40 feet efa primed building or:grading activity sluil be protected by *mi* peacin l be inpWaand shall ba inept and approved ;by a ;oaiy %peter p&r tear 0r 0=trUWon. I= ffmi tOk When the gmmd level ranst be r&4W within the drlpllue of a tree to be av4 A tm, well shall be pmvwed lmd 4 coustmc oon d it cab itded tot 4Mroval, NA when a 'fie zrouw law must be lewd w irz the Mpl ine a trema w be savett a tree wall shall be p v"', and a Wnstruction 44WI submiod rm V.Proval, IL `ICC When teeing is foRwirad fairs ON limits of cluing, it shW1 be done a fa aw4y fto the Uunks of Ow N possible, °IOMUD under a WV um ill be wmkWmd asan altemaative.wbft it Is antidlpated d1vA nwaM umnahing Vill atemoy fir :rests. Protective fwwft Anil be Atw ba iwms rem*ved dwing the 11ral dleauupy I& y Dmaged ?des shall d !=Wiaftly by prwin& fortillMion or oftw twommended by a tree sp hist 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' ..:,.....:.. 20' BUFFER ' 1 i THIS SHEET FOR LANDSCAPE PURPOSES ONLY! REVISIONS: C0 CD - - i -r /) ;w 'L7 N 4-1 O LO Cn (D N > 00 M ..:,.....:.. 20' BUFFER ' 1 i THIS SHEET FOR LANDSCAPE PURPOSES ONLY! REVISIONS: C0 CD -r ..:,.....:.. 20' BUFFER ' 1 i THIS SHEET FOR LANDSCAPE PURPOSES ONLY! REVISIONS: 'L7 N 4-1 O LO Cn (D N > 00 M U) E U3 CL >,-� � 0 C: co C LUC X r U) -0 m N c: N E {T J CL LO ♦N ti H OF ♦ �' ROBERT E. WILLIA , JR. Lic. No. 025886 'A 12/12/16 SSI0NAL Cs DATE: DEC 2016 SCALE. 1 "-30' DRAWING NAME: LS PLAN -FINAL U z ^ Q J z Z o r z 00 r� V Ei s� SHEET 7 OF 13 FILE No. VA -.AL -01 } , The contractor shaE Furn shand install al" plants as shown or. the plan ting plan, in accordance with the quantzt;i.es, sizes, and specifications listed in the plant material sr, hedal,e. 2) . Total number cif I plants shall be as drawn on the: Landscape plan. if this total differs from the plant, key.:the contractor is to rOt fy the owner or owners. representative. 1. All plants shall be nurser grog , Pm 4) , Plant dimensions shall be in accorda.race. withericara Standards for Nursery stoack, ? est dt? eaia Balled analurlapped shall be dug witch f iron n,a:tura L balls of eartre h and shall be pruned, stod, dug in accordance. with Current ASNS Plants shall he in proper nursery -oaditi on. 5) . No B & B plants ishall be panted if ball, is cracked or either broken during the process of planting. Al.l. pl,a�ts steal 11 be hardy under cliate conditions in the? locality of the prof ect b All plants sha.l have a normal. habit of growth axed shall be sound, healthy, vigorous, tree from, disease and. insect infe tation. .Any tree with we 4, thin trunks not capable of suppOwting itself when in the. open will not be acceptable. The minim acceptable size of all p la. is jr�easured before pruning with the branches in normal position shall conform to di,m nsions, as shown in Planting schedule. 'Larger plants of equal. quality , may be accepted at. no additional cost to the Owner . e) Substitution of plants material shall not be permitted unless autho,rtz d by owners or owner's representative sand approved by County Agent . 9) The contractor V.hall lay out, with identifiable stakes the location of all trees.; underground utilities and outline of plant ing beds as indicated on the drawing., 17n the event that rocA or underground construction work, obstruction or ut i la i,ty lines are encountered during these operations or inthe excavation of any plant pits tinder this contract alternate locations may. be selected by the L.A.. with no adcditi.onal coast to the: 10) . Planting soil sall be 11) .Mulch shall:, be applied immediate y after planting- operat,ioy s . €tich shall be free of debris, weeds, SDO,re,s or other foreign material. bust. be well rotted aired of such. character as n+ot to be . eas l.y removed bIY win 12) . Prior to install Ia ion, the contractor shall notify the owner and. or Landscape Architect of al, -:l. loll ar drainage conditigns in whiQh are detrimental. 'to the growth of plants. lie shall state the conditions acid submit a proposal for correcting the; c€ ad. i ti ons, including any change i.ra crust, for review and acceptance by the owner. 13) Container grown Plants.- All plants, designated coratai.ner grown in the plant schedule shall. be healthy vi.golmas, weal r}-oted and establi seed in. the cont-ai ner in which they are sold:: They shall, have tops which ar' of good quality and are in healthy ciondi ion.. established container grown plant shall, be defined a a plant, transplanted into a container and 'gown in that container suffientl.y long for 'he new fibrous coats to have developed so that container mass will retain it:: shape and hold together when removed from the container. No root bound grown container plants, as determined by tete. Landscape.A.rchitect, will be pe=J,tted. No container grown plant. shall be planted if the 'root mas is broken either before or during the process of plant Ing. 14). reparatican of Flints All plant pits shall be circular ,in outline: all. excavations sha13 have ver -tical sides. The depths and idths for excaVati n of Plant pits shall be the oiepths and widths as specified or, planting details or as arpraved by the Landscape Architect, Loosen sub grade ,t bei:. swacttr;. of the pit, Soil. separation. subgrade soils shall be separated from the upper "topSt}il" portions and rem.covetd immediately Wherever encouln red curing planting, operations. Bxc€>s.:soils sh 11 be removed and legally" disposed. 1 ) . Setting plants -In generale set plants ;at same relation. to finished grade as the: bare to the aground from which they were drag. prepare planting pits as specified and as shcow on the dray kngs,, prior to inserting pl,ant'S Use topsoil mixture to backfi.11 plant pits. When plant pits have been backfilled ,approximately 2/3 full., water thoroughly before ,installing remainder of the sail to the, scop of the p .t Set trees plumb land brace rigidly in position until the planting soil h�s been tamped solidly around the ball and the roots 16) . Guying ,and staking- shall be re wired for all, trees car tree -like shrubs in accordance with detailed dra.w%r:gs . Guying and staking shall be done within 24 Fours after, planting. 17) . Maintenance of dew plantings shall conaist of pruning, wateririg, cul.ti . ating, weeding, mulching, tightening, and resetting pl!Iants to proper grades or upright position, recto ati.on of the planting saucer, and furnishing and applying such spra.y5 as are necessary to keep the; plant>i g free from insects and disease. Maintenance shal.l1 be provided until time of provisional acceptance.. a 8) . Planting areas end planting steal". be protected at all times against e:spa>ssi.ng and danage of any kind for the duration ofthe maintenance period. If any plants become damaged olr injured, they shall be treated or replaced by the Contractor as d1rected by Architect at },.o addii ti.onal, waist: to the. Owner, No wore shall be done withinadJacento, or over any plant or planting area without proper safeguards and protection to inter ;als.. 19) . All plant mater�a,l shall be guaranteed by the Contractor for period of one year fro' , the date of Provisional Acceptance, to be in goad, healthy, and flourishing condiltion, 2:0}. The Contractor shall provide the owner specifl.c maiptenance ree; .rzmendation,s in writing for wat6ri:ng, fertilizing and�ma,intaini.rg the plant material.. 2 ). No plantings shall :. peed. the sight distance for IngrGSS & egzess to the ,site. FENCTAIG, AND 11,RIF iwk'1 E SKICM FP4:c1F BOARD FE14�C ' ORING CORD PIL:A,ISO lNtu : CORRECT METHODS OF TREE FENCI.NG •JANGULAR ' ARD FENCE 12 I BALL PLUS 24" TREE PLANTING DETAIL - STAKED FOR TREES UP TO 4" CAL. LARGER TREES TO BE GUYED (NOT TO SCALE) #12 GALVANIZED WIRE STA E S (ASF OD STEEL 1/2" DIA. 2 -PLY RUBBER HOSE TREE WRAP 4" LAYER SHREDDED HARDWOOD BARK MULCH 3" SAUCER AROUND PIT SPECIFIED BACKFILL MIX SCARIFY SIDES CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL 12" BALL PLUS 21.4" EVERGREEN TREE PLANTING DETAIL (NOT TO SCALE) #12 GALVANIZED WIRE (3) 8' HT. WOOD OR STEEL STAKES (AS SPECIFIED) 1/2" DIA. 2 -PLY RUBBER HOSE 4" LAYER SHREDDED HARDWOOD BARK MULCH 3" SAUCER AROUND PIT SPECIFIED BACKFILL MIX SCARIFY SIDES CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL OR TREES UP TO 4" CAL. TREES GREATER THAN 4" CAL. SHALL BE GUYED BALL PLUS 12" SHRUB PLANTING DETAIL (NOT TO SCALE) PRUNE BACK 1/3 (RETAIN NORMAL PLANT SHAPE) 4" LAYER SHREDDED HARDWOOD BARK MULCH 3" SAUCER AROUND PIT SPECIFIED BACKFILL MIX SCARIFY SIDES CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL HALL BEAR SAME RELATION TO RADE AS WHEN DUG. „UCER ONLY WHEN PLANTING AN INDIVIDUAL SHRUB THIS SHEET FOR LANDSCAPE PURPOSES ONLY! REVISIONS: 0. � � 0 �—LO t? L- {D N > E c+) r W X 0 U) Cn N EN q {U �. ,;I- _j N ti H OF r ROBERT E. WILLIA JR. , • Lic. No. 025886 �Q�- 'A 12112,116���� 10NA L V DATE: DEC 2016 SCALE: F'=30' DRAWING NAME: LS DETAILS -FINAL �4 OC H U 0 SHEET 8 OF 13 FILE No. STA -AL -01 PROPOSED DRAINAGE AREAS IMPERVIOUS TURF FOREST rl-n an r.=n 9n 0=0.30 TOTAL C Tc (min) LS#1 0.49 AC 0.361AC 1CFS 0.16 AC 1.01 AC 0.56 5 RD 0.14 AC RD U.t� - 0.14 AC 0.90 5 CUL#1 0.18 AC 0.16 AC - 0.34 AC 0.57 5 LS#2 0.11 AC 0.33 AC 0.05 AC 0.49 AC 0.37 5 PROPOSED (PEAK DISCHARGES AREA CFS SOIL 1CFS 1 CFSR LS#1 3.1 SYMBOL 4.0 5.4 RD U.t� CLASS 0.9 1.2 CUL#1 1.1 1.4 1.9 LS#2 1.Q 1.3 1.7 1(5min) 5.5 in /hr OILS DATA 7.1 in/hr 9.6 in/hr MAP SOIL SOIL HYDRIC SOIL HYDROLOGIC SOIL NATURAL DRAINAGE Runoff Q (C.F.S.) SYMBOL NAME SLOPE GROUP GROUP CLASS K -FACTOR 46B LIGNUM 2-7% NO D MODERATELY 0.49 � SILT LOAM .10 / WELL DRAINED N 51 C MANTEO CANNERY 7-15 NO D SOMEWHAT EXCESSIVELY 0.20 (ON SILT LOAM I 0.14 0.90 0.13 0.13 62B NASON 2-7% NO B WELL DRAINED 0.37 8 SILT LOAM 0.41 30 15 0 130 60 GRAPHICALI SCALE: I" = 30' M STORM SEWER ADEQUACY COMPUTATIONS From Point To Point Drainage C Area Factor C x A Inlet Time Min. Rain Fall In/Hr Runoff Q (C.F.S.) Invert Elev. Length Slope FT. % Dia. IN. Capacity VEL. Q C.F.S. F.P.S. Flow Time MIN. Remarks increment Cumm. Incr. Cumm. Upper End Lower End � L .10 / " Q N ry co -` (ON RD LS1 0.14 0.90 0.13 0.13 5 7.1 0.92 0.92 413.55 413.00 78 0.70 8 1.1 3.2 0.41 -N.1111-f' 1 /.1-f' 13es,4ji [ck _Real Estate .f..t.LC DB 4189-5,34 Zoned: RA Use: Johnson, Cllarenc e, Lf •3 1"IV a , j Heirs o f c/ 'o I'leanor Proctor art e d .R.L.A. t,_-- -- - --- ---- --- _ c,,//o i'le nor Proctor, - -35 t;'se: Vt,(,T;atiI _ _ an I i it � �' 0 ----1(51 .8 3817----073 Z ort e . bl':s e. Vac an, f REVISIONS: ,, 0 L` - E 0 }i ,- a) LO > � L .10 / " Q N ry co -` (ON W o r- -N.1111-f' 1 /.1-f' 13es,4ji [ck _Real Estate .f..t.LC DB 4189-5,34 Zoned: RA Use: Johnson, Cllarenc e, Lf •3 1"IV a , j Heirs o f c/ 'o I'leanor Proctor art e d .R.L.A. t,_-- -- - --- ---- --- _ c,,//o i'le nor Proctor, - -35 t;'se: Vt,(,T;atiI _ _ an I i it � �' 0 ----1(51 .8 3817----073 Z ort e . bl':s e. Vac an, f REVISIONS: OF r� ROBERT E. WILLIA JR. Lic. No. 025886 �zi4 , ';OAS, 12112116 DATE: DEC 2016 SCALE: I"=30' DRAWING NAME: DIVIDES -FINAL SHEET 10 OF 13 FILE No. VA -AL -01 W L` - E 0 .'0),t0 0 ,- a) LO > � L .10 / " Q N ry co -` (ON W o r- (n-0MN E C: ON c�CU U') OF r� ROBERT E. WILLIA JR. Lic. No. 025886 �zi4 , ';OAS, 12112116 DATE: DEC 2016 SCALE: I"=30' DRAWING NAME: DIVIDES -FINAL SHEET 10 OF 13 FILE No. VA -AL -01 425 420 415 410 DITCH A= 0.49 AC 1(10)= 7.1 IN/H (Tc= 5 MIN) C= 0.37 n= 0.03 Q= CIA= (0.37)((7.1)(0.49)= 1.3 CFS Q(10YR)= 1.3 cfs V(10YR)= 1.4 fps d(10YR)= 0.05 ft i i 11+00 + 12+00 DI TCH PROFILE SCALE: 1"'=50' HORIZONTAL 1 "= 5' VERTICAL 425 420 415 410 1 CULVERT A= 0.34 AC 1(10)= 7.1 IN/HR (Tc= 5 MIN) C= 0.57 n= 0.012 Q= CIA= (0.57)(7.1)(0.34)= 1.4 CFS + 13+00 + 1(1+(10 + II+UU t CULVERT AND DITCH PROFILE SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VER TI CAL CULVERT OUTLET PROTECTION SIZING STR # d50 Do La W D/W 6" 1.25' 8' 9.25' REVISIONS: p u.)E . cy) d- O U QUnLo () N > U) E > c � coCN W�o� �nz3�C.0, E cu 2,JCI� RESOLUTION TO APPROVE. Sp.2014-18 CANAAN CHRISTIAN CHURCH WHEREAS, the Canaan Christian Center (the '1Owner") la the record owner of Tax Map and Paroal Number 0S000_00_j0-021011(the "Pr tV); and WHEREAS, tide Owner tiled an appli lion In 2002 for a spial use permit to build a church {SP2002-056), whloh �' !s approved by the Board in Mona 2003, but the Owner did not commence the use withirn the five year tirrneilne due to financial constraints; and WHEREAS, tail a Owner flied a second application to build a church with a 16 ..seat sanctuary andl 50 gravel parking spacesanthe Property, and the application is identified as Spial Use Perrin 2014-00018 rsen Christian Church ('SP 2014.16'); and WHEREAS, the proposed use Is allowed an the Property by special use permit; under Albemarle minty Code § 18-10. 2.2( ): and WHEREAS, on September 1, 2016, after a duly noticed p,ubiic hearing, the Memarle County Planning Commission recommended approval of SP 2014-16 With modified conditions, including a new condition prohibili.ng a i outdoor lighting, and WHEREAS, on October 14, 2016, the Albermarle County Board of Supervisors :held a duly noticed ublic hearing g on SP 014.16. NOW, THEREFORE, BE IT RESOLVED that, upon cansi'deratiorn of the foregoing, the Transmittal ,Report prepared for Sp 2014�16 and all of its attachments, including staffs expressed conoems about avenin events and activity the Inforination resented at phlbiting all r�uldrr'�,Iighting if e church holds P r . 3.6 the :arra` the factors relevant to a special use r�n°rIt in Albemarle County Code 18-33.8, the public hearing, � i� � Albemarle County Bird of Supervisors hereby approves BFB 2014-16, su'.b)ect to the w. nditiorns afteched hereto. SP -2014-0,0016 Canaan Christian Church Conditions 1. Devalcpment and use shall be In general aooard with the conceptual plan titled `Speclal Use ParMh ` P2014 016 panean Christian Church" prepared by Williams Enterprises Incorporated Land Development Design and doted Mune 2015 (hereafter "Conceptual Plan"), as determined by the hector of Planning and the Zoning Adminlairstor. To be in accord with the Conceptual Flan, devoicpernerrt end use shall reflect the following major elortnerie within the development merit aser°ntial 10 the design of t'he development, as shown on the Conceptual Plan: as to tl�n of buildfr s and struaturas :bs looati�n of parking areas o, location of anfra tv Y . d lands ape scrverni n a, wooded sees to the arrest of the church Minor modifications to the pian which do not conflict with t he elements above may be mads to ensure compliance with the Zoning Ordinance. 2. The area of assembly shall be limited to a maximum of crke :hundred fifty (160) seat sanctuary; , There shall bre no day care center or private school on the site wvithout approval of a separate special use ;permit; 4, Health Department approval of a well and septic system shall be required prior to this Iesuarnce of a 6ullding permit; 6. 0cm.rrner ial satback standards, as set forth In Section 21.1 of the Zoning Ordinance, shall be maintained adocent to residential uses or other Rural Area zoned property, 8. Screening In i iccardance with Section 32.7.9.7 shall be provided along the tree lire on the westtryear of the propert s to screen the paving and church from the adjacent property, i. Right of way edication of thirty (30) fret from the existing centerline of Hacktrxwn Fuad (Route 744) along the enti a property frontage shall be required prior to the issuance of a building permit. 8. The use she] i mmernce on or before fuse (6) years from Board approval or the permit shall expire and be of no fft; 6. The outside p ey area activities shall be limited to only take place during daytime hours, Lighting of the play area shall not be permitted. The play area shall be bated as for away as possible from the adjacent residential properties, but in no cane shall the platy area be located cher than seventy-five 16) feet from 'any adjacent property Iins, The outside play area location shall be depicted on the site :plain, 10. Outdoor amplified sound shall not be permitted. 11. All outdoor lighting shall be only full out off frxtures and shielded to refloat light away from all abutting pr rile& A lighting plan limiting light levels at all property linea to no greater than 0.3 foot Candles shall be submjtted to the Zoning Administrator or their designee far approval. SIS 201446 CANAAN CHRISTIAN CHURCH CONDITIONS OF APPROVAL ANALYSIS 1. REBPCNB The development and use is within 'general aword with the conceptual pian titled "Special Use Permit SP 014-016 Canaan Christian Church,", dated June, 2015. . The lotions of buildings and structures are oonsislent With the Conceptual Plan. h. The par ing areas arra consistent with thre Conceptual Plan. . The ent�anos is In a location consistent with the Conceptual Plan. d. Landscaping e:nd screening is consistent with the Conceptual Plan and addili andscaaping has been provided above and beyond what was depicted on the Conceptual Plan. A wooden fence has also been added for additional screening. . The wooded area to the wast of the church Is consistent with the Con ;phial Plan with additional plantings provided with this plan. . RESPONSE The area of assembly has as capacity of 150 ;eats in the sanctuary, ' vhiah is consistent with the Conceptual Plan. . RESPONSE: Neither a day care nor private school is proposed with this plan. 4. RESPONSE: health Department approvals for the proposed well and septic system will �be sought prior to obtaining building perm t. 5. REBPONS�: Commercial setback standards, as set forth in Section 21 J of the Zoning OrdlMence, have been provided and will be maintained adjacent to residenbel sats or other hiatal Area zoned property. 6. RESPONSE Screening in accordance with Section 32.7.9.7 has been provided along t e tZe line on the wasillrear of the property to screen the parking and church from the adjacent property. A fence has also been provided along the westfrear property line to provide additional screening. 7. RESPONSE: A thirty foot (30') wide right of way dedlc>atlon has been provided from the cer1tedine of Hawn Road, Route 744, ;along the property frontage and will be dedicated prior to buildingPermit Issuance. 8. RESPONSE. The use will commenoe within a five (5) year period from Board .approval. 9therwise the ;parmit shall expire. 9. RESPONSE: The outside play area acttivltleis will only occur duril7g dsydme hours. Thebe Is no lighting proposed for the play area. The play area Is not located witllIn seventy=fiv0 feet (7 6) from any adjacent property line. The play area is lab�lad on the site plan. 10. RESPONSE: 'There is no outdoor amplified sound proposed. 11. RESPCNS� : Other than building mounted lights for sercurlty, no site lights are proposed lel the perking area or play area. , COUNTY OFALREM RLE Department of Commu ntt„r l a ?alupmant 401 Nlelatlre Road, oath Win Charl"ottess itic,, NIrginia 22"2415% Phone (434) 296-58 32 Fax (4,14),9-72-4126 September 13, 2.016 Rob Williams William Enterprises 2 Arrowhead Drive, Suite 101, Box 61 !Ruby, VA 22545 RE; SDP -2016-043 Canaan Church- Initlari Site Plan iMr. Wlllfamsv The Agent for the Board of 5uwrusors here yants administrative approval to the abovereferenced renced site plan, This approval shall eo valid fora period of five �) years from the date of this letter, provided that the �develo er? su bmits :a final site lan for A or a portion of the ite within one 1year after the date of this K� p P) y letter as provided in section 32.4,11 of Chapter 1. :of the Code of the County of Albermarle, and thereafter diligentlyr pursues approval of the final site plan. In accordante with Chapter 18 Section 32AI.8 Early or MassGrading may be permitted after the following approvals arereceived: 1. Engiroerng approval of sV MP plan meetingthe requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of all easements for facilities for stormwater management and drainage control. . Submittal of a tree co nservation checklist with areas for tree preservation identified. The final site plan will not be considered to have been officially submitted until the following items are received 1., A final site plan that: satisfies all of the req�rIrements of section 32.6 of Chapter 18 of the Code. 2. Afee of.1,500, Please su bait 6 copiras of the final pians to the Community Development Department. The assigned Lead Reviewer will.. then distribute the plans to all reviewing agencies, Once you receive the first set of comments on the final site plain, please work with each revlewer Individua lly to satisfy, their requirements. The Department of Community Development shall not accept submittal of the final site plan for signature until tentative approvals for the attached conditions from the foal lowing agende:s/reviewers have beery obtalnet SRC Members - Albemarle County Engineering Services (Erigineer)- 1 copies- pati vWernland (mwerntla endaibem;arie.org) Albemarle County Planning Services (Planner)- 3 copies- Megan ,ani los (rmyenigios@al bemarle.org,) Albermarle County Department of Fire Rescue -1 copy- Robbie Gilmer (rgllrrte-r@albem arle;orb) Virginia Department of Transportation -1 copy - Adarrn Moore (Adam.Moore vdot.virginia. ov) if you have any questions about these conditions or the s:ubmitts I requirements please feel free to contact me at Extension 3004, myaniglos@albern°narle.org. Sincerely, r Ivlegarn y'aniglos Principal Planner 1�+��rT' �.'anrasrar�:�.in�i�iir.,a� r::Italrn•�:li; IIrlqrob ".11140w rl<�i�� t�< rr �� E���rl,. � i��� ����,� �rr� .I YOM, i r r rnnrt. rr�,till] < �� ti,€ �, Y �lr �c�st 1 r Yt .ani Byrn tl �: � � . � r � � .€..rr� . c , . n a. } � � �' � i�....:i �.,.�...5.� ci�..� �t Your 4al..l..ir�<ri,�.€l for a ..•.l k , 1iri€Frt 1i.�t.tl�_' rr�r # tz>� r3rz3. il��iir t ttr� l�r �� ��; c� ec br. 1 l US. a , ,.l r� low �ll��� i�r�.r��i�:cG� n� � �.�t�.���., �. Tax iMapfrGPIN th 80-21 HDIDiI1h 101-164M WHAT YOU WILL N13M TO GST YOUR 8E1a'!'YC SVS7= OPERATION PMMffr Page 3 oft • Your systan moat have a nfidwory lnspceti•n at the dme of huntailation. lidiis will be done by the desilpm of your permitted syswn% a private OBE or P& Your USE or PE moat aubmk a copy of" inspection resaltih emphda with an as -built diiagmm, to the Health Department. • Me= adore quit your cont sew turns In a Comphd m Btatesaent to the Wal Health Deparmrent aper installat%n. • if yow pmmk is for an a wmdvoe system. you must srrgn, haws notedwd. and so= the attached Nodes of Recordation in your kmality% kW reronds. Please bring proof of this momdation to the local Heahh Allow S business days sayer the Iasi piece ofdoeumantstkm israoeiived for the Operation Permit to be boad. To avoid delays, akedy Wxd amb piece cf documentation with the property Tax Map number od HDID number shovai abore and on your con mudon permit, Pkwe sane dwdue to dot hx0vkhd ctnc cea 4jyowPm'mM Alam may be &*Rdbnd r vWred Now sat eavowd by this ckwMki . If you have any gaesilmr about any of the items on this list, pileate do not hash 1, to am act torr Albemarle Coun4y Healthy Department at (434) 972-6219. VIRGINIA DEPARTMENT V�IDHOF HEALTH Profeattr9 lkti and Ywr Canaan W940 ChUirth ,4. Ivy Road Chrlotte ille, VA:22903 PASO 1 On Albwwo Cry filth meant PO BOX 7546 Chaarlontsville, VA 22906 (434) 972-6219 434 P ivato OSE .i "j*p'4* w1eu Pemit M4.Y ill+, 2016 T$I plata . 1 iD:t I1 0 t -16.0190 40 Hartktowrn Road KOWW VA 22947 Door Baan ChAWan Church: N yY This le r°, in conjunction with the 4ppmYod plans mW spWiflostions, which are at had, wnstitutes k or l your . rru t to � a well 'i`he Papplication , . far yt inti � stallll Prsut to 32.,1.D163.S of the Coda of Vi[rgi-n a whkh y taianr€s the Hoarlth Depattment to aompt `+ ate site ovalruslions ami ries' s i� fivm an Onsnte+art i vailun� E ` or a Professional Err lnr work In tos ultation with an OSE for residential devellopmenc The trkted site was tifed as being in tomplilance with the l*d of .H tth's Pry Well AVWado (12 YACS-630-1 ea mq,), grad local crrtlinam if the local.4 has authori d the Kcal hWth dspar ett to atoWt pdvaw evaluatlona for oompliance with 1004) ordlasnoes, by T'horm Grp Hogg*, PnWate OSE #1940001091. This liner is issuai in Mliaw upon that ordfitafloo J110 BOW of Hoak hmby nips that Ow site ooklitions a4knowle ,ed by this o"slxm noo„ ,VW do"Onted by addhio:>ial its on file at the toot health deparbuent, an suitable for the iIAMI[ Won of PrNato Well, Tho at chvi plat (or plants) i S Y i shows the appru�! for a private welt, This leiklerr a:a vmtl of lh� as a sarratysl physio, olliomp in the soil or site conditions whom a sawage dill qatsru is to bre torted . If rnodif>r ti0s or rr evision$ am nomawy batwm now .and whewyou constrimt your dvmIlins, ple trot lh� Onshe SW Ev4luxtor (CSE) or Prol%ssloir Er4in(1109) who ped'orxmad the she evah ation and do$igira on WMob this ptivue well permit is bawd. no Arte, address, mad phone numb of the OMPE appears on tk callfication form arttaadw to W :gilt. Shmrit(i revisions be nooessary during constw#ion, your ora traact it should =sett with the OSEME that submittal tho ske evaluation or site aaluration and dt4m The OSEor PE is authorized to :maims+ mkw Austmews In the location or dMign. of the -system at the fime of0onsoudion provWal adequate documentation is provided to the Albenorle County Health Depurant, This authorization is null and void if canditions am changed from thc+rro shown on the 4pplicattiora or vwdltlons an th"tcl ftm those shown on the attached owswwtko drawin , planes mad speoffivations. Tial Map 0: 80.21 HM 101-1"190 Pqp 2 oft No private well shag be und:mrtii inspected, cmvcdm ms& ifnsam y, wd appravW by the Albemarle C=V Hadth Department or unless expt+amly authorised by the Aibemarlr;: Coumty Hoalth Zy+epm7mmt. Any part of any installation which has been cowered prior to approval shall be wwovwW if neoemmy. upon the direction of the D"aammt. If you have any quwdony6 plow mod me. This Aullhotmtiae: to construct a private well =on*: Novniamber % 2020. Siyru mly, o,_- J. Travis T. Davis, OSE Frvir:xunateta! Haan Spatrwist, Sr. or. mli mea 0M Min Hosp REVISIONS: C: L L O Q0) t�t1 L_ U) LOQ) 43 N > 0112 cu @ 4-a U) E> G`> _0 > o 4.4 C: W X' O (»-0mN c® N E M M N'► H 0 F ROBERT E. WILLIA , JR. a Lio. No. 025886 0W> 12112116 (P"-'IONAL DATE: DEC 2016 SCALE: N/A DRAWING NAME: CONDITIONS -FINAL E- 0 a w U Q F -ti W OC H a SHEET 12 OF 13 FILE No. VA -AL -01 T-0" O 12 61 26-0" SCALE 1/8" = l'-0" C ASEMENT PR1+IFABRICATFD SPIE- 1,500# C IAD TRIM SIDING FULL GABLE SC REENED LO UVER MIN. HGT = S-0" T-0" CASEMENT 16-0" SCALE 1/8" = 1'4' 6'-4" PATIO DO OR' INSUL GLASS 1�/1►1i•. yC•�\I • G 1/ : `• U: 1 T-4" IF�R,IO R O PENING 'TYPES SCALE 1/4" = l'-0" 0 PATIO DOORW/ INSUL GLASS WINDOW NO'" AND SPFWIEWATIONS 1. WINDOWS 10 BE EQ UAL70 MARVIN INTE GRIIY C ASEMENTUNIIS AS INDICATED W/ FULL INSEC TSC RENS ONAILUND,S, SCREENMESH10 BECHARCOAL FIBERGLASS; SIMULATED DIVIDED DIES, BAR PATTERN AS SHOWN. A. G LASS - IOW E II WiIHARG O N, LAMINATED, TEMPERED, G RAY TIN'S MAX U VAU)E = 0.29, MAX SHG C = 0.30. PRO VIDE TEMPERED G LASS WHERE REQ U1RE D BY CODE. 2. FURNMALLNAMNG FINS, HARDWAREAND CLIPS NEC ESSARY FO R ATIAC HMENTATFRAME AND FUTURE MASONRY C O NDIIIO NS. 3. AIL WINDO WS 10 BE FLASHED ATMD AND SILLPER MANUFAC TURIR'S INSIAUAIIO N INSIRUC TIONS. PROVIDE C O NTENUO US SEAIANTARO UND AIL WINDO WS. 4. AC C EPTABIE ADNATE MANUFACTURERS INC BIDE BUP ARE NOT LIMITED TO: WEATHERSHEEED, HURD, ANDERSEN. 5. SUBMII'PRO DUC TDAT k FO R REVIEW 10 CONFIRM HARDWARE C 0 I R AND PRO PO SED ATIAC HMENT ME ]BO D. 6. PROVIDEPAR'IIALOPFN'G SAFEIYIDCIBONDOUBLE HUNG WINDOWS WHERE SILLFMH IS MORE THAN 30" A13O VE O UME G RADE 6. EICE20 DDT 1 CES IN MANUFAC7U11RS S kNDAIRD WINDOW UWS�EK C0NIBACI0RMLFrC001RDINA' E EKACTIDLIGHOPIENING AND MASONRY OPINING WM ACILTALWINDOW 10 BEP4SIIM UD. SCALE 1/8"= l'-0" BLUDING IIDOFDRAINAGE 1. PROVIDE C 0 NTNUO US G UP'IERS AROUND PERIMEIER, OFADI)MONROOFFAVES. GUNERSTO BENOM. 6"x6" (19 SIZE) 0 G EE PRO FEE PRE FrM-ED ALUM. HEAVY DULY C O MMERC IAL TYPE INSIAIL GUPIFRS SEAMLESS IN IFNGTHSASIDNG ASPRACTICABLE PROVIDE EXPANSION SEIP JO INTS ZU PROVIDE FOR MOVEMENT WHE E NECESSARY AT1AC H G UTTERS W/ HEAVY -DULY SRAPTYPEANCHORSFASTENED SEC URERY10 THE ROOF STRUCTURE @ 4'-0' MAX SErGtM R ELEVATIO N FO R RO O F SID PE SO HEAVY RAIN DOES NO TRUN O VER G UT'M 2. PRO VIDE PRE-FINEHEDD AILAVI. DO WNSPO LTB IN NO MINAL4" REC `IANGULAR PRO FILE (4 "x 3" MIN.). PRO VIDE AILJO NI!S SFAMS AND STRAPS NEC ESSARY FO R A C O MPI M INSIA IATIO N. PRO VIDE WHQE PVC BOOTS FO R TRANSIIIO N P 71 UNDERG RO UND DRAINAG E PIPING (SEE SIZE PLAN & C ASI' C 0 NC. SPLASH BUJ C ES EU R SURFACE DRAINAGE • • • II I: ' • • • li• / y' 1�'• ' 1• I• !1 • ! 11' • ID' 1 i 1 I' D I•' 4. PROVIDE C O MPIEIE UNDERG RO UND PIPING 10 C HANNEL WATER AWAY FRO M THE BUILDING AND ENIRANC ES TO DAYIIG HPIN THE FKSI NG YARD. ( SEE SUE PIAN. PRO VIDE 4 SF SIO NE BID BELOW O UIFAIL TO LIMIT' FRO SIO N. VERIFY PRO PO SED EKNI-O C ATIO N WILH ARC HIIDC T DO NOTTIEROOFDRAINAGEPM FOUNDATiON DRAINS. WESULWAUO N SCALE 1/8"= 1'4' SHEET 13 OF 13 ARCHITECTURE PC 16125 RACCOON FORD RD CULPEPER, VIRGINIA 22701 (v) 540-829-2590 AI a A 1, DRAWN: -------------,____.____.__.__.,...,._________________________.,. DAS C HDC E ED: .............. ............._....-------------- SC ALENO TED ............................................................................................... DATES .......... 07-01-16 ..... _...._..._.._._......._._.................................... PRO JECTI# : 0407 A4.1