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HomeMy WebLinkAboutSDP201700034 Correspondence 2018-06-04PROJECT DEVELOPMENT 2564 Mt Torrey Road Lyndhurst, Virginia 22952 Phone (434) 326 - 0334 May 29, 2018 Paty Satemye Department of Community Development 401 McIntire Road Charlottesville, VA. 22902 psaternye@albemarle.org email: musxit@aol.com RE:LOR# 1 SDP2017-34 Emerson Commons— Letter of Revision COMMENT LETTER DATED APRIL 17.2018 - RESPONSES PROVIDED BELOW Dear Paty: Each comment has been addressed and 3 sheets with revisions noted are attached. Please review and confirm approval of LOR # 1. 1. [Comment] There are 11 changes specified in the request letter, however only 8 of those are shown in modified site plan sheets. Address the following: • Provide all site plan sheets that are necessary in order to show all changes requested. • Have clouds for, and a list of, the changes shown on each sheet. • Request #8 is shown on the provided sheet, and a label specifies it, but it is not yet listed in the numbered list at the bottom of the page and no cloud is shown. Include it in the list and add a cloud. RESPONSE: Items #8 is added to the list at the bottom of the sheet. ALSO Item #9 is added as Bldg 2 & 13 footprint adjusted by 2 It along the rear. Chart is revised & noted Item 9 ( Minor sf adiustment and does not exceed limit on footprint) 2. [32.5.21 Address the following: • Request #6 for revised building footprints and unit types also needs to be updated in the chart on the left side of sheet C2-01. RESPONSE: Chart on C2-01 is revised. ALSO Blde footprint for #2 and #13 has been adiusted slightly • Request #7 for the affordable housing units must also be update in the chart & noted Item 7 on the left side of sheet C2-01 RESPONSE: Chart has been updated. [32.5.2 & 32.7] Request # 11 changes should be shown on the Road Plan and Profile sheet as well as the Site Details sheet where there is a guardrail detail. RESPONSE: This has 4. [32.7.91 Address the following in reference to the landscaping request # 10: • Request # 10 should be shown on the Landscaping Plan sheet. Changes to the layout, notes, calculations and Site Landscaping Plant Schedule should be shown and clouded. RESPONSE: Schedule edited and clouded for Item 10. • There does not appear to be any "Comus stolonifera" specified in the Site Landscaping Plant Schedule on the approved minor amendment. Therefore it is unknown what the "Calycanthus floridus" is replacing in the site plan. Either revise this request or contact the plan reviewer to discuss. RFCPC)NCF- Thic ehmh is nn the Mitiaatinn nlant list — renneet withdrawn and handled imdrr The Carpinus caroliniana is a small deciduous tree. Carpinus betulus is a medium deciduous shade tree. The approved Carpinus betulus are located adjacent to parking are access ways in the approved minor site plan amendment, and are meeting the parking lot tree requirement. Landscaping within parking areas is required to include large or medium shade trees. Therefore the Carpinus caroliniana does not meet this requirement and cannot be substituted for the Carpinus betulus as parking area trees. Revise the request in provide a large or medium shade tree replacement for the Carpinus betulus in order to continue to meet all landscaping requirements. still increased from 1593sfto 2590sf. These changes noted & clouded Sheet C6-01. • It appears that Juniperus "Grey Owl' and Juniperus "Pfttz Compacta" do not reach the same mature height as the Ilex glabria "Shamrock". Their mature growth may only reach the height needed at the time of planting if the shrubs are utilized for screening. At least a portion of the Ilex glabria are utilized for screening the parking areas and dumpsters. Ensure that all shrubs used for screening will meet the minimum height at planting. RESPONSE: The substitution is revised to be Juniperus pfitzeriana "Sea Green" in lieu of Ilex glabria "Shamrock". Change noted as Item 10 on Site Landscaping Plant Schedule. • Since two species are being specified to replace the Ilex glabria "Shamrock" ensure that the different species are clearly labeled, represented with different symbols in the layout, and have separate lines in the Site Landscape Plant Schedule on the Landscape Plan sheet C6-01. Ensure that the "Compacts" species is not utilized for screening. 5. [Comment] The LOR submission has been reviewed by Engineering and Fire Rescue for their review. Attached please their comments. ENGINEERING: NO COMMENT W1-1U Fire Rescue has no objections to the letter of revision as long as the dimensions of the secondary emergency egress are not being impacted. If these are being reduced you will need to contact the fire marshal's office to discuss prior to approval. RESPONSE: There is no impact to the secondary emergencgress. Please confirm all comments are addressed and LOR approved. Your assistance is appreciated. Jo Higgins Project Development Limited LC CITY. OF BEDROOM/ TOTAL #OF DESIGN MAXIMUM BLDG.NAME BLDG.TYPE RESIDENCE RESIDENCE BEDROOMS RESIDENCE S.F. FOOTPRINTS.F. BUILDING 1 TYPE V 1 3 3 995 1200 8 (04 If A BUILDING TYPE 3 2 6 585(UNIT B)* 2200 702 (UNIT C) 675 (UNITA) BUILDING 3 TYPE IV 2 3 6 2400 675 UNITE) BUILDING 4 TYPE V 1 1 3 3 1200 BUILDING 5 TYPE V 1 3 3 1 995 1200 825 (UNITA) BUILDING 6 TYPE II 2 3 6 2000 825 (UNIT B) 825 (UNIT A)U BUILDING 7 TYPE II 2 3 6 2000 I 675 (UNITA) BUILDING 8 TYPE IV 2 3 6 2400 675 (UNIT B) 774 (UNIT A) BUILDING 9 TYPE III 2 3 6 1850 74 (UNIT BUILDING IO TYPE III 2 3 6 1850 665(UNIT B) 1015 (UNIT A) BUILDING 11 TYPE IV 2 3 6 2400 1015 (UNIT B) 570 (UNIT A) BUILDING12 TYPE 3 2 6 635(UNIT B) 2200 TC 585 (UNITA) BUILDING 13 TYPE 3 2 6 585(UNIT B)* 2200 70 (U ITC EX. HOUSE - AS IS AS IS 22W EX. BARN 1 - N/A N/A - 1370 EX. BARN 2 N/A N/A 550 Sheet List Table Sheet Number Sheet Title C2-01 SITE LAYOUT AND DIMENSIONAL PLAN C3-01 ROAD PLAN AND PROFILE Cl SITE LANDSCAPE PLAN n / ry 61 -----3 \ / ROPOSED OLL �j o 0 4 / o FIRE/RESSCU OR 'oo• e�p ti� \ coo \ I THIS PROJECT IS REQUIRED TO BE PHASED. SEGME D G A� T4 THERE ARE TWO PHASES. PHASE I INCLUDES RETAININ ALL �` pcs �Fs -� THE PARKVIEW DRIVE CONSTRUCTION, THE / 23.0p AX HT=3o" 35 ... AMENITIES AND THE VAST MARJORITY OF Q . +9 THE UTILITY INFRASTRUCTURE. PHASE II IS ti 10.27 w \ FOR THE CONSTRUCTION OF BUILDINGS 9-13 AND THEIR REQUIRED TAX PT:12+ 8.1 aL V �\ P5�i2+ 8� L'� a INFRASTRUCTURE.THIS INCLUDES THE BEAVER CRI P/�� 74 ! T \� FINAL 125' OF STARGAZER LANE (WHICH HAS D.B. 1z+56 77 N 10+00 ( y� \ 3S\ Q A PHASE LINE SHOWN ALLOWING FOR AN ROPOSED : , \ J) +14 AQ/ 9 B<p �� ._ / ADEQUATE TURNAROUND), ACCESS C, uMPSTER , a -/ YARD DRAINS 12-21 AND THE SANITARY PAD oo \ U 4 rn 5 P �� (i �F Fp .�.'V / SEWER RUN FROM MH 1F TO MH 1E. 1 +oo �LTH OFF SCOTT R. COLLINS'Z Lic. No. 035791 �o��SS7oNaL ER���w 00 00 w N O Q M m c oo, 2p��K �� . SFTj� 0 / Tl SEE SHEET C3-03 _ �. ,,,,,, q y - FOR DUMPSTER / 3d �/ti / C a Ay .. . DETAIL, TYP. O00 R �'- 4 m o PROPOSED A PROPOSED GRASS 72+00 I q � . .� . DUMPSTER mD - PAVER SYSTEM I � y9 ' �/ / PARROTT BRANCH GENERALLY z PAD I 7 10+00- SEE DETAIL ON moo° e�p o0 oTSF / / ALONG PROPERTY LINE IN PC:12+41.95 PT:12+ _ _ +O SHEET C3-03 4+83 c8 1y �T� \ P12 �pGl LIMITS OFTREE THIS AREA H1 PRC:12+07.5 - �4o'R -~PARKING —j o LOT A \ � O Oc � y / / CLEARING (l'1'P.) ° PRC:12+54.27 PRnPOSFD � ti H1 PRC:11+90 ry 10+00 PLAYGROUNDSED BOLLARDS �, (REMOVABLE FOR PRC:11+ , . T FIRE/RESCUEACCESS) �GT� \ W BY OINNFR � _ 75 43 0 . RO PRC:11+41.71 e�p I �F� WV® \ FN C VIv W �� 2 pRC. y1+23.57 ..(s \ 0 1� O �R5.00' RC: 11+06.5 `'j /� PROPOSED �OQLARYJ7 ItOp 2 M 11+00 M PCC: i1+58.6 2� U I EMOVA E FU ® 2 'R II O 8 TOTAL NO. OF PROPOSED RESIDENCES: 26 , I FF_656.26 FIRE/RESCUEACCES m.� 1 � w i o (NOTE: EXISTING HOUSE AND BARNS TO BE USED AS COMMON AREA AMENITY SPACE. THESE STRUCTURES 'I �' t� Q / "'N\� z SHALL BE PART OF THE CLUBHOUSEAMENITVSPACEFOR THEPROJECT. ' �� `�/ °��`' I o (c• y. pC'a \\ F - - CN * AFFORDABLE DWELLINGS PER PROFFERS I Q _=656.°' 4- / \ �' o- RFe O OD J 6'F9.�6 0 k s o N J *** I o l� a R5.00 G$ OWNER SHALL PROVIDE AT A MINIMUM IN I, I � �. _ �'s� r \ \ a Q z PRC:312.55 5.0 O S GMENTED �' , / ACCORDANCE WITH COUNTY CODE, 1 SWING WITH 4 PROPOSED 1 c� � �l l o UNITC ���' SEATS, 1 SLIDE, 2 CLIMBERS, 1 BUCKABOUT AND 2 ASPHALT PAVING M / 2BR's TYPE B<p ° \ \ > i O BENCHES. ES. OWNER MAY CONSULT WITH PLANNING STAFF SEE DETAIL ON ' PC:1(0+97.72 u o mc/,7ING WALL /� 1 °o J 4� UNITB/TYPEI 1 V — BFOREN ALTERNATIVE PLAYGROUND ITEMS SHEET C3-03 I l 1 ^ 11+0' a `\ / MAX HT=30' 00 7 01 s Z UNIT A . W PT: U.P. V PC O �'A _ /oJ' , `n BR's \ J ( / fL9LU 1p+81.66 G 78 PT:3+49.51 `1 °0' uNITC v J LLJ Ln w PR 10+ 0.06 a BR'6 T 4 F a / PG 10+ I• �pFz i TAX PARCEL 56-67 W �I�PI��I\� /.1 o 5 68 _\R» ���8 zBRsl / �_ ��_ GPQAGPS� / LLJ 1 0 O cq /Y�� 3J/' -. % / / UNITA ... r BEAVER CREEK HILL w \ PI:10+10.00 _ r� � / \ 1i' CORPORATION > W Ii C\�� �� 1 \ PC:2+01.50 0 — �° ROPOSE WHEEL TOP - B v - T� w D.B. 2609 PG. 387 I a / I %0 1?OR \ 1 / Y ENV] OF ORM j P . / / - a W i � 2+00 o f o +oo I (WST-01— W/ S � s Y� J ZONING. RA �� / �' �� o PRE; 2+86.80 \ 3_�_ _ — ) D� TEMPORARY �3 , vP / AAP-1), OR EQUAL (TYP 6� F �� STRUCTION USE: VACANT CON EASEMENT o 1 // p y0 I �`� �_— �UIL IN,G. $.E-j C)( Q // 1 - --- / \ Y Q10" SfiGP IGN ON U _ boo POST GAS LINE J o\iln,/ �\�"i'�VEPO'-1 . .. .. .. INDICATOR LLJ VDOT MODIFJED 4 Ul POST CO oo LLI Lr) t 4INTERSECTION I TEMPORARY / / I 7O o+oo/ ESENAMET NOTE: 100' MINIMUM / SEPTIC DRAIN FIELD ~ O THREE NOTCH' WITH 6o'R 60. DID 4673, PG 372 S / - / LU / EDGE of TREES �/ SETBACK FROM BRANCH s / W (FROM D.B. 1028 PG. 345 Of / �/ / / i /G/ GAS LINE AS -"SHOWN ON / ROD z RANCN FND. PLAT V W. MORRIS \/ REVISED TEABERRY LANE HORIZONTAL ALIGNMENT & ADJACENT PARKING TO PRESERVE EXISTING VEGETATION % g / / / FO,5.PER, L.S. DATED W / KOD / © REVISED HORIZONTAL ALIGNMENT OF PARKING LOT 'A' TO PRESERVE EXISTING VEGETATION / / �2 /14/88 APPROX. O � PROPOSED 8' ® REVISED HORIZONTAL ALIGNMENT OF PEDESTRIAN ACCESS'D' TO PRESERVE EXISTING VEGETATION / / / / L TION) W MULTIPURPOSE / Q w / TRAIL 0 DESIGNATED l PARKING SPACE IN PARKING LOT 'A' RESERVED FOR POSTMAN / / N OU W TEMPORARY ® ADDED l PARKING SPACE IN PARKING LOT 'A' TO ACCOMMODATE POSTMAN PARKING SPACE / / / / (o O o w CONSTRUCTION / / �1s.00' S 00� EASEMENT ® REVISED BUILDING FOOTPRINT FOR BUILDINGS 8, & g N / 0' 3, / / / � JOB NO� ,8.0 / ® MOVED LOCATION OF I AFFORDABLE HOUSING UNIT FROM BUILDING 2 TO BUILDING 13 / / 172133 BASEMENT ADDED TO BUILDING#12 / / / GRAPHIC SCALE SCALE / / \ ADDED 2' TO THE REAR OF BUILDINGS #2 & #13 / . / 30 0 15 30 60 120 1 "-30' SITE LANDSCAPING REVISED / SHEET NO. 1 inchh = 30 ft. GUARDRAIL MATERIAL REVISED / / ( FEET) C2-01 SIGHT DISTANCE IS GREATER THAN 36o FEET IN EACH DIRECTION. FIELD VERIFIED BY ENGINEER. EXISTING OVERHEAD ELECTRIC POLE & LINES TO REMAIN. ONSITE POWER POLES & LINES TO BE RELOCATED IF REQUIRED. 2 zZ TQ lNT ON/O/VMSS/pN wlTy LANE PROPOSED LOCATION OF MILL & OVERLAY. SEE DETAIL ON SHEETC3-03. 0 11 GUARDRAIL MATERIAL REVISED GRAPHIC SCALE 30 0 15 30 60 120 I /i i i / ( IN FEET ) 1 inch = 30 ft. ATE: ALL TRAILS ARE ARKINGS AT ROAD CROSSINGS NGP RD VDOT STANDARDS. ATO HAVE APPROPRIATE G NAGE AND MAMINIMUM CROSSING SIGNS AND SIDEWALK PAVEMENT MARKINGS MUST BE PLACED �0�1) ON THE ROADWAY, WITH STOP SIGNS AND WARNING SIGNS ON THE TRAIL. EXISTING TEMPORARY CONSTRUCTION EASEMENT. DB 4673, PG. 312 APPf�OVED PROPOSED CORTEN STEEL DITCfi TYPEA C� GUARDRAILS(START STA 12+30) T / PRXOSED GROUND I \ / -� ER, SEE SF EET � TEMP RY � C3 Oz CONTRACTOR TOi CONSTRUON / INSTALLA VDOT TD. EASEMENT EW-1ATA15OSK .SEE ZZ+ \ / THIS SH ET FOR TAIL. EXISTING 30" Ci TO REMAIN EXISTING ROW �-� I INVERT IN=631.66 OFMAILBOXES -. \\ \ ter\ /� INV. OUT=630.30 TO REMAIN p EXISTING /(q STR.ETSIGNTO \\ 3+00 \ \ �v BEId.ELOCATED/� 2 �2+p0 \ \ \ �\ _ O� 0)o 0) EXIS rn \ a 3 Cb\ \ APPROID _ /mil nIi TI G 1 DITCH TYPEA / \ PRIV TE SI ) - � �\ TO/R N txysTINGV(�TE TRA I O � % �� EA¢EMERT.ID-7.4673\PG 3 ) / I p i / PR POS /8' CLA S A TYP� 1 ED ➢ \y \I I PEDESI�RIAN PA H \o [n �➢I I P9 I APPROVED \ DITCH TYPE \/ \ 00 EXISTING TEMPORARY J CONSTRUCTION EASEMENT. \ \ CONTRACTOR TO TIE DB 4673, PG. 373 \ PROPOSED PAVEMENT INTO EXISTING DRIVEWAY WITH A CONTRACTOR TO INSTALL IFIE� \ SMOOTH TRANSITION VDOTMH-1AIOUTLETOFEXISTI G30" CMP. RIM TO BE FIELD FITTED, JUST B LOW \ / \ \ ASBUILT PAVEf�\PATHWAY FINAL G�ADE. '\ / PROPOSED o"CL.IIRCPJ (INVERT IN 430.zo', INVERT OUT=6 6.5o) i \ w/ PROPOSED VDOT STD. CL. Ai STONE / - (L=15', D=2', W1 7.5, WI 8.5) SIGN KEY OSTOP SIGN R1-1 w/STREET SIGNS OSP® OMIT SIGN R2-1 (15 MPH) O STOP AND STREET SIGH (PARKVIEW DRIVE PVT. & SNAPDRAGON LANE PVT.) OWNER SHALL ENSURE TRAFFIC CONTROL SIGNS TO BE IN PLACE PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2O09 M.U.T.C.D. STANDARDS. Albemarle County General Construction Notes for Private Roads 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately refledthe requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards forthe Construction Industry (29 CFR Part1g26). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of io or greater is not obtainable, a revised pavement design shall be made bythe design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4 :1 or better are to be achieved. Surface drainage and pipe discharge must be retained within the public right-of-way orwithin easements prior acceptance b 7 9 PP 9 P 9 Y P P Y the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, orthe Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four(4)feet offset from the edge of pavement to the face of guardrail, and roadwayshoulder widths shall be increased to seven feet. (7) g. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-g(A, B or Q. 1o. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 22. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, orthe Director=s designee, it is deemed necessary. 22. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat forthis project expire priorto signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. 645 645 PROPOSED VDOT STD. GR-2A PROPOSED EXISTING 30" CMP CULVERT TO REMAIN & TO BE EXTENDED. (L=50.17', INV. IN=631.66', INV. OUT=630.30') PROPOSED VDOT STD. EW-1w/A 150 SKEW TO BE INSTALLED ON EXISTING CULVERT CONTRACTOR TO INSTALL A - MODIFIED VDOT MH-1 AT THE OUTLET OF THE EXISTING 30" CMP. RIM SHALL BE FIELD FITTED & BE PLACED JUST BELOW ASBUILT PAVED PATHWAY FINAL GRADE. PARKVIEW DRIVE /P 640 PROPOSED 8" WA ERLINE 640 I PROPO ED PARKV117W \ GRADI G \ XISTI G I 4 4' PARKVI W 635 GRADI G 635 STR:MH-1 STA.o+52 INV OUT: 630 NVTP=640.0, 630 30" CL. III RCP \ IN LF .=626.5o ^^3332 l.� 11.10% 62 5 625 CULVERT EXTENSION 6zz 6zz 0 0+50 MODIFIED 31 i30.2o TO PROPOSED VDOT STD. EW-iw A 00SKEWTO / 3 BE INSTALLED WITH 'ROPOSED EXTENSION -PROPOSED VDOT STD. CL. A2 STONE (L=iS, D=2', W2=7.5; W2=8.5' EXISTING CULVERT EXTENSION 680 SIGHT DISTANCE -INTERSECTION OF PARKVIEW DRIVE & THREE NOTCH'D ROAD 68o 675 675 670 W w x in 670 665 O m w rn Om 11 665 66o - 660 655 655 65o SCAL : H=ioo', V=20' 65o N LD � N N L LD o 0) ID ci LD LD N N �o 'i �D M O � W 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 SIGHT DISTANCE - INTERSECTION OF 66o SNAPDRAGON LANE & PARI(VIEW DRIVE 66o SCALE: J"=5'(V) 1"=50'(H) 655 655 j 65o ° x m m a0o645 65o 645 0 640 E) m x n64o 635 1 635 630 SCALE: H=TooV=20' 630 m t0 1p t0 )D 0+00 1+00 2+00 3+00 675 14+00 za \ DITCHTYP)EA \tJ CONTRAQTORTO��SS \ EW ATA EW. SEE \ N \\ 1+00 \ \THISS EET TI FORDET IL. \ \� i) FOR TYPICAL STREET SECTION, SEE SHEET C3-03 z) UTILITY POLES TO BE ADJUSTED AS NECESSARY TO MAINTAIN MINIMUM CLEARANCE BETWEEN LINE AND FINAL GRADE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY. 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, PER DWELLING UNIT. THIS TOTALS AN ESTIMATED 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW DRIVE. AT THE TIME OF THE ORIGINAL PLANS APPROVAL, PARKVIEW DRIVE SERVED 5 DWELLINGS AND A BARN STRUCTURE. THIS CONSERVATIVELY EQUATED TO 6o TRIPS/DAY. PARKVIEW DRIVE WILL HAVE A PROJECT TOTAL OF 268 TRIPS PER DAY. 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWN VETCH TH SCOTT R. COLLINSZ Lie. No. 035791 10NAI F- z w f O U Z O 0 a O U 2: U (� Z W w N In 1n J Q OZ Q 2:O _ H m Z a _ w CL PARKVIEW DRIVE 16+0o c) ( PRIVATE ROAD ^ A- -� \ UJ w ii -15+00 (15MPH) ____- m; 0 17+00 m m J \\�� pglllq/ii O O Y III, \00 00 `cJ ARN N M (\� A'g E R RN Ry LAA(E SNep g SCALE: PARKVIEW DRIVE PROFILE i-5,(v) R2-2 STOP SIGN W BEHIND E/P) w MOUNTED 5' ABO E THE E/P 670 0 DIVERGENCE ILL MINATING THE 3TOP = SIGN AT THE REQUIRED MINIMUM \ STOPPING SIGH DISTANCE. Z \ 1 5' MIN. STOPPI G \ SIGHT DISTANCE 665 \ \ HI G H PT STA: i5+ 2-7OTE: THE PROP SED LANDING AT HE INTERSECTIONHIGH PT ELEV:6 2.07 \ \ OF PARKVIEW DRI /E & THREE NOTC IED ROAD PVI STA:15+78. 4 -2,00o/p MATCHES THE PREVIOUSLY APPROV DDESIGN: PVI ELEV:656. o APPROVED LANDI PROPOSED LANDI 660 \ GSLOPE=2% G SLOPE=2% K:i5.67 \ APPROVED LANDI G'K'VALUE=533 LVC:22 .00 PROPOSED LANDI G'K' VALUE=5.5o o ^ t 0o 1n M HIGH PT STA: 10+13-34 \ \ APPROVED LANDI NIS VC LENGTH=40 ' t HIGH PT E EV: 662.74 \ PROPOSED LAND NG VC LENGTH=S U 0 ' PVI ST :10+40.84 �\ HEIGHT OF LD tui ) 1O � PVI E EV:662.19 \ \ SIMULATED lJ U 655 K: O EYE=3.5' U m U w BVC LVC:55.00 :10+13.34 -12.006/o < HEIGHT OF SIMIL HEADLIGHT=1.5' LATED LOW PT STA 13+17.32 m w B CE: 662.74 (CONSERVATIVE Y LOW) LOW PT ELE : 641.40 / \ EVC : 1o+68.34 PVI STA:12+ 8.34 50E CE: 658.8g PVI ELEV:63 .696 K:17.21 V It LVC:335-00 BVCS: 11+10. 84 8 BVCE: 653-79 77 EVCS:14+45 84 645 EVCE: 646.2 PROPOSED Dor 640 VERTICAL RAPHIC SCALE / STD. CD-1 5 0 2.5 5 10 20 PROPOSED VD T ( IN FEET ) / STD. CD-2 635 1 in(h = 5 ft. 030" CMP CULVERT CROSSING HORIZONTAL, GRAPHI SCALE ,-EXISTING To REMAIN 50 630 200 ( IN FEET ) 1 inch = 50 ft. 625 H 00 O t 0) Ln r*� M 0) t O rl It 111 Ln O O 0) t 00 N N r�l O 01 ll) It •i rl Vl r, It 0) M M 0) H N V) 10 r, 00 00 0) N n n 0) n 0) 0) l0 M t0 M 00 t0 1n O M W I,/) V) 00 v t 0) t It It Lrt O It .t N O It .t ri O t t ri nY t It M l6 It .t l0 0) It .t () H t Ln ri A Ln Ln ri O In Ln O N) lD l0 W l0 to 1,0 t0 l0 W l0 10 W ;.O l0 .D l0 t0 l0 '.0 l0 l0 l0 �0 l0 W 1p W 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+SO 14+00 O v I F1 ® CY) w M LL M ICY) LL. N O W ��// ILL w ' L1J N U) N ZLL J LLI J �1 0 ® > O .� > O Q LLI ' Z Q W O O J Q a = p O Ul Y � Z LLI z �OC ® ULLI G LLI O U J IIIII U z O LU 0 0� l..L Q W /r� U `/ C G W O W LU ru O N 0 a w ul JOB NO. 172133 SCALE AS SHOWN 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 SHEET NO. c C3-01 I \ LANDSCAPE NOTES: \ 1. ALL TREE AND GROUND COVER PLANTING, SEEDING OR GRASSES, AND \ TREE STAKING SHALL BE IN ACCORDANCE WITH THE STANDARDIZED \ LANDSCAPE SPECIFICATIONS AS JOINTLY ADOPTED BY THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, I \ THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA \ NURSERYMEN'S ASSOCIATION. \ 2. HANDLING AND STORAGE OF ALL PLANT MATERIALS ON THE \\\ \ \ CONSTRUCTION SITE SHALL BE CONDUCTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSEY STOCK AND THE ABOVE CITED \\I \ SPECIFICATIONS. ALL SEEDING AND PLANTING SHALL BE DONE BETWEEN AUGUST S AND OCTOBER 15, OR ALTERNATIVELY BETWEEN MARCH 15 AND MAY 2. SEEDING OR PLANTING AT OTHER DATES WILL BE SUBJECTTO APPROVAL BY THE LANDSCAPE ARCHITECT AND MAY REQUIRE SPECIAL PROCEDURES. y. ALL DISTURBED AREAS NOT OTHERWISE TREATED, ARE TO BE CUT TURF SEEDED AS SPECIFIED ABOVE. 5. TREES DEPICTED HEREON ARE SHOWN WITH 20 YEAR CANOPY SPREAD. 6. ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH CROWN VETCH. 7. EXISTING TREES TO REMAIN SHALL BE PROTECTED BY PLASTIC 1-------------------------- — — — _ — — — , \ \ LANDSCAPING LEGEND �\ \\R O\ I �� I `____ _P_ROPOSMUMRSOFTREE----- — ` NN CLEARING CTYP.i-------- — •n i ( EVSMP-MITIGATION P ANTOR--_ — \ I 1 I -CLEAR---JRE CB x EXISTRgboo'STREAMBUFF II 1,I \ \\ \\\ \\\ \\\ \\ \\ PARROTT BRANCH GENERALLY IgAX P-aRCE56_-6-TA-- — — \ ALONG PROPERTY LINE IN i II /;`HEFFLEE L- — — \ \ \ \ \ \ \ \ \ \ 1 1 L-C THIS AREA IGS 0 /i31T PARKVIEW DR .155 ACRES,',--------- �v vvvvvv vVA\VAAV A D//6B. 1,'169 P,G' 455; — \ \ \ \ \ \ \ \ \ \ \ \ TC 0.19.1108FzPG. 58&3, — x t / / rr ram' — TP — v v A \ \\ V A \\ V A I / SF -- \ \ \ \ \ \ AR O x �� _ \ \ \ \ \\\ \\ \ MD (3A� ml x x ; 1 W "♦ r— V �I 1 I \ V A AA VAVAA V ' x x x ♦ — A Q\ � i/�? d♦♦ ri � it ; � \\ \ \ \ \\ \\\\\\\\\�\ \r' d\' /' \ \ FENCING INSTALLED AT A DISTANCE IN FEETAWAY FROM DRIP LINE `\ -o / / \ \ \ \ \ \ \ \ ,♦� / \ \ \ \ \ \ \ \ EQUALTO OR GREATER THAN THE DIAMETER OFTHETREETRUNK IN �I 22 MD x / \� \'e� I 0I \\ \ \ \ \ \ , d'� \ \ \ \\ \ Aq INCHES AT BREAST HEIGHT. `\ `\ ` z x , / / / / ``\\ 0`a �\ \ \ \ \ \TP \ ' ; ♦ /� \ \ \ 8. OWNER SHALL REPLACE ANY PROPOSED TREE THAT MAY DIE AFTER \\\ \\ ���- x / / ; o.` _ i �_ `�� \ \ \ \ \ ' ♦� \ \ \ \ \ \ \\ THE ONE YEAR LANDSCAPE CONTRACTOR WARRANTY. AFTER SAID I // h/ / / 4 \ \\ \ \ \ \ \ \ `\ \ \ \ \ © SITE LANDSCAPING REVISED WARRANTY EXPIRES OWNER TO INSPECT PROPOSED BUFFER AREA r / PROPOSEDUMITSOFTREE1 \ \ \ W � - .\ /� �\\ � _ \ \ \ � \ ' / \ \ \\C��-LEARJNG (TYP.Z �\ ` I (_ \ \ \ \ \ \ SEMI-ANNUALLY AND REPLACE ANY DEAD TREES OR SHRUBS. `\ ` \ I / ,, `.� �i-- — -, \ \® /' \ \ E VSMP MITIGATION PLAN EOR_ \ \ \ \ T EECLEARINGWITHIN THE \ \ \ \ \ \ \ EXIS INGic?'ST�RE MPUFFER� \ \ \ ROq l ---' V v v v v v 35 IGS , / / / / — — — V ', �Q �� ��\ �♦ i , ' V A \ v V A \ V A A V A A V A EXISTING TREELINE (TYP.), A EXISTING EXISTING 15 IGS BEMARLE i / CANOPY COUNTY PRESERVED STEEP SLOPES (TYP.) \s 1 AR - V A 1 CB O/ TREES IN THIS AREA ARE V A : �` 4,\ ♦ v + �`� V vV - A / NOTCOUNTED TOWARDS OVERALL TREE / CANOPY AND SHOULD BE \ � , 1 CB �K, ,, ♦ i AV v ��A � � v A � V V A A A A \ VAA V A VA V A PROTECTED TO THE y GREATEST EXTENT V A 1 AR LIMITS OF TREES v v v vv v PRACTICAL BY THE V \ ® a / 1 CB CONTRACTOR AT THE S TP ` r \ 9°, �v v v v PRESERVATION v v v v v v SITE LANDSCAPING PLANT SCHEDULE SYMBOL QUANTITY SPECIES COMMON NAME CONDITION CANOPY TOTALCANOPY CB 7 QUERCUS PHELLOS WILLOW OAK 1.5"-1.75" cal, B&B 370 2590 IGS 70 JUNIPERUS PFITZERIANA SEA GREEN 18"-24", 3gal N/A N/A TC 7 TILIA CORDATA'GREENSPIRE' LITTLELEAF LINDEN 1.5" cal, B&B 249 1743 AR 8 ACER RUBRUM RED MAPLE 1.5" cal 397 3176 MD 22 MALUS DOMESTICA* APPLE 2" Cal, B&B 129 2838 TOTAL: t1l0347 E I_5TjRG_V_EQEjATL0_NA RPBQkI MATE CAN 0 PY= 9,757SF TOTAL CANOPY =10 347 SF + 69,757 SF = 80,104 SF A Q D=2 2 8,2 15 PROPERTY) =53,640.2SF PARKI NG LOT CANOPY REQUIRED = 5% OF PARKI NG AREA = 1,395 SF PARKI NG LOT CANOPY PROVIDED =1,527 SF *Contractor may substitute other fruit tree species. LEGEND OF LANDSCAPING TREE PROTECTION Y-Y-Y CLEARING LIMITS ry_y WYI EXISTING TREELINE SILT FENCE STREAM BUI SCOTT R. COLLINS'Z Lie. No. 035791 '--� ,a , �4 Ao� %�y4, �&IONAL ZyG F- z w O U Z O J a z ar 0 O U U Z W J 0 to z J O O Q > W m Z Of w OfoffW H � 0 W Qn W LuIce TAX BEAVER CH D.B. m w ~ N O DESIRE OF THE OWNER. CONTRACTOR SHALL A ) I 1 AR '�' ��-�✓/ CONSULT WITH OWNER 1 1 ` ° \ \ V v \ TP' A / `8r'`�' • K J / AND DESIGN ENGINEER \ ` \ `� ` \ \ \ \ \ \ \ \ ♦ / PRIOR TO GRADING I ✓ / CB v �� �\ ���_ �`� \ \ \�� �^ A \ \ \ \ V / i,� V - \ ! dC \ L9 OPERATIONS IN THIS V I � AREA. IF ANY OF THE I TP �- "� \ ♦ o \ \ � ,' \ � PARROTT BRANCH GENERALLY z VEGETATION IS \ ♦y� \ ALONG PROPERTY LINE IN O 20' AND VARIABLE , `, ` o� S v A v LI THIS AREA d REMOVED I 2� PUBLIC UTILITY \ \ \�, �.\ \ OS �i2 SED / �Q \ \ d ,/ \ EXISTING ALBEMARLE SUPPLEMENTAL / „ B� CL g�RliJ�i`(TYP. - COUNTY PRESERVED 1 AR ♦ EASEMENT \ , l�F /� \ \SEE VS ��MTIGA EVERGREEN PLANTING \ \ F1 / / / 0 LIMITS OF TREE \ o EE GLI ,RiNG WIT I WILL BE INSTALLED TO `� TP ( , f� QQ STEEP SLOPES (TYPJ t 3IGS PRESERVATION ( ` \ \ :\ \ \ EXIS�NLila�ST�EAM R O7 X/ HELP BUFFER VIEWS OF — V ` ` ♦ ' \ 20 40o THE PROPOSED A \ V PUMP ��` ���`� ��e ♦♦�♦ V A �� 9 �V �` \ \ \ \ \ \ V AA \ \ VA — — LU F i DEVELOPMENT. R" D _- 1 AR \ \HOUSE— / O ' A < _ -\ 200 ft I CONTRACTOR SHALL PROTECT \ / / \ `\� �\ \ `, TP — — — O7 AR, 47 / �'- I 2 EXISTING GAR EN VEGETATION \ \ .' \ `, ` \ \ \ \ \ _ _ _ _ — N O ttj THE EGETATION/T�ST ON SITE T AT IS NOT I CLUDED IN I O \ I v �. ' �` n C\ V A v \ _— — M HE CANOPY CALCULATION. AMPLE CANOPY COVERAGE EXISTS ON 1 TC v=sss, \ �' ' \ \ \ \ \ \ \ w L1Bjf,aPROPERTY. _ I zs \ a ' A� �. +`� V v v EXISTING CANOPY CALCULATED AREA -asssc / ,, \ \` �•� \ \\ \\ \\\\ N 1 TC 1 I / 1 TC ♦.; `.. w I \ \ J z III \ (u 0 649.76 / ® = y� x I \ \ \ _ ( ) N Q � \ EXISTING TREELINE TYP. M� /X /,, I 2 r� vv vv v� ��, ' _J County of Albemarle 1 AR s/ -_y O / / / ��` i '� /o \ 1 ; ; i moo' STREAIw \ \ _ Q �1 Cmisen ation Plan Checklist -To be placed on Landscape Plans j� I �'`�, _j / I I �. • U: my i \ / BUFF,ER (TYP.) \ \ \ �} (I landbook, pp III-284-111-297 for complete specifications) , G i2 \ / V 20' PUBLIC UTILITY � I — TP 7 • _ • Ur LLI MZ 1. The fallowinghemssall beshown on the pmn: II / - ® EASEMENT ....._/ j•Ih/ i///U Trees to be saved ���r'� �)1�� 71 / A\ I / / l / A J ® Linutsofeleanng(outsidednplineoftrelstobemved); I Hullos • / V A / ♦ / / + v --� / _/ ® Location and type of protective fencing l _ / / ' •� V A / / I / / v �� / / / \� / ® Grade changes requiring tree wells or walls; � 4 1/ � % / / Gj '� / j \ E v f� Proposed trenching or nameling beyond the limits of clearing. TP yqI I\\ \ / ' / I / h t / / / ' / / / / / / G� �/ \ LLUv/ d ^ V) Ff I _ 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. II r 'II ILI No grading shall begin until the tree marlin has been inspected and approved a County Inspector. � Q / f / 13 IGS A �i, P 3. Pre-Comttruc hn Cooferepnroce: / > 1 TG� / �,I ' / _ �/ _-___-___ /1-�O 6 / / V V 0 'free preservation and ruction measures shall be reviewed with the contractor on site. O O / ll I / / / / / — _ _ _ _ _ _ -- — — — _ - _ ,♦ -U _ � ' / / — — -fG / LL J g�� g eg 8 P PPr by mY_ '\fl / 3 1AR' / -_ - - - --- - — ' / / / / / LU 4. Equipment Operation and Stormee: > Q / / \ �d�y_ai—I-� T 'I�1✓ii�i a� �`—� =_ =—�- / / — Y> G /\, ITC o-C _—---------- 1 Q Hem} Wuipnrcnt,vdiicular traffic and storage of construction mazenals including soil shall not be permitted within the driplines of trees J / m ',\ CB _--i----------� U tobe,ased. l as// \�`q�l r� t ' /. ✓�. — �',/� --- �'� = / �� /' / / GAS LINE / � pall, ------------ / / / // Ul I U� 5. Soil Erosion and Stornttrater Detention Devices: �/ _�� / � �/ / / / _ _ — INDICATOR / Ll Such devices shall not adversely affect trees to be saved. ,�/',I _ �/ / / / / — — — — — — — - / / POST TP �� I TC / / " 6. Fires: / / / �rj� _ _ �_ — — _ o.. LLJ fl Fires are not permitted within 100 feet of the dripline of trees to be saved. / r - I C B / - ;. / mod► \ / // / /'� - . ' O 00 O O O O i 0 O b • I-_ 7. Toxic Materials: / / �� / ' / / / / / / / — — — — — — — — — _ .0 El Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. J / / / / // / / / / / — _ _ — . ' • 0 ,y, // / / --- o• V 8. Protective Fendne: 4 , / s / / / �j / / ' // 0 / 0 Trees to be retained within 40 feat of a proposed building or grading activity shall be protected by fencing. ( \ ��"' � / /' i ' / / ' / / / / ' — — — — — — — — / LU O O Fencing shah be m place and shall be inspected and approved by a County Inspector prior to grading or construction O 4 / / / ` / / / / / / / ' / / ' / ' / ' / / — — — _ 0 0 0 0 a roc/ ( \ 9. Tree W'e1B: / / r / I / ' / / / / _ — -- 0 0 LL `J ® W hen the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail / yt/��� O / / s "� / �� / ' / / / / / / ' — — — — — — — 0 4 submitted for approval. 10. Tree W aBs: / �� / �/ / / / / / ' ' _ — _ — — — — — — — — — — — - f� 6 6' MAX. 3 4' REINFORCED O w /��� / / / / /-- El When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction deail �; I 1 TIC / s / / / / / / / / / / / ' i ' 8' MIN / RUBBER HOSE submitted for approval. / / / / / / / / / / / / / ' / — — _ 0 FOUR I WOOD STAKES ® LLI / ) r V� / / SA �, 8 SAUCER 11. Trenching and'I unnellne: �D �� / / / / / / / / / / / / / / / / / _ � .. — � � _ � � — ' — .. — — ruH+- ti '+'"��'� NOTCHED FOR WIRE ILI 'Mien n enching i, required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling / F N / / / / 7 NOTE: 00' MINIMUM ` ` ter. ^r m Two STRANDS of y1 z LL under a large tree shall be considered as an alternative when it is anticipated that necessary trenclung will destroy feeder roots. / ,� \ / / / / / / / / / / Y . <?�' ayi ,-' ] 1 GAUGE GALVANIZED WIRE LU / SF ' / / / / / / / / / ROD SEPTIC DRAIN FIELD o 12. Cleanup: / I� ,� / / / / / / / / / // - END. SETBACK FROM BRANCH 1, ASPHALT TREE WRAP Q 1 / / / / / / / / / ♦� ® Protective fencing shall be the last items removed during the final cleanup. i / / / / / / 8 PAVEMENT 30% OVERLAP (FROM D.B. 1028 PG. 345) OURe u LLJ I- / / �i I I — 3• MULCH DYER w tu F 13. Damaged Trees: / / / / / / / / / / 2d Lu ® Damaged trees shall be treated immediately by pmrdng, fertilization or other methods recommended by a tree specialist I � � / / / / / / / / / / � / �l • / r LL — - PREPARED PLANTING 0 _ / SOIL WITH TAMPED N a M NOTE: ITISTHE DJOB NO. REQUIREMENTS. ]DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION is \ / / / / / / / / / / / TAX PARCEL 56-67B REMOVEPLANT FROM CONTAINER OR WITH B & B MATERIAL PEEL BACK I II —I SETTING BED I I \ / / / / / /� FR= I — MARTIN & BARBARA L. SCHULMAN BURLAP AND REMOVE WARE FROM FOOTBALL AFTER Y4 BURIED IN PIT. T I SOIL SEPARATOR Arc2. PLANT CROWN AT 1' ABOVE FINISH GRADE J;; a CRUSHED STONE OR 172133 I —--SCALE PARCEL 1, D.B. 1169 PG. 455; 8/q/17 � / / / / / / / / 3. MULCH-3' DEPTH. Tt— I � -' COARSE SAND 1 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 / / / / / D.B. 1028 PG. 358; 4. EASE BACK SLOPE ON UPHILL SIDE WHERE APPLICABLE. — 30 / 0 15 !/ S. 3' HIGH WATERING RING EXCEPT AT DRIP IRRIGATED AREAS OR IN PLANTSEDS. I „ � ,,, . „ _ 6• MIN. SCALE 30 60 120 D.B. 1086 PG. 583; S. SCARIFY SIDES OF HOLES PRIOR TO PLANTING. •� SET CROWN OF ROOT DT 794 PG. 381; 7. PLANTING SOIL BALL I" ABOVE 1 "=30' B. FOOT TAMPED COMPACTED BACKFILL UNDERBALL TO PREVENT SETTLING. - SURROUNDING FINISH D.B. 690 PG. 599; , 9. UNDISTURBED/COMPACTED SUBSOIL GRADE BEFORE MULCHING IN FEET) D.B. 664 PG. 431 / cE-a1 SHEET NO. NO SCALE 1 inch = 30 ft. ZONING: RA // zG — USE: VETERINARY CLINIC / , SHRUB PLANTING TREE PLANTING C6-01 0 i