The URL can be used to link to this page

Home My WebLink AboutSDP200100087 Plan - Approved 2001-12-28C8-01-0, Pr1:08 IN Springridge - Summary of Application Plan Requirements and General Conditions Application Plan Project Uses Area 1 Use/Feature SFD Lots Requirement front load from public Phase Approved 1 5 SFD Lots Proposed street 2 SFD Lots front load from public 1 5 SFD Lots street 3 SFD Lots front load from public 1 11 SFD street Lots minimum 0.27 acre lot size 4 SFD Lots front load from public 1 3 SFD Lots street minimum 0.35"acre lot size 5 SFD Lots front load from public 1 7 SFD Lots street minimum 0.27 acre lot size 6 LFFD/SFA/TH ttload from public front Future ots ee 7 Central Mail none Future Pickupp & Parking Area 8 SFD/SFA/TH front load from public Future Lots street 9 SFD Lots none 1 4 SFD Lots 10 Raised subiect to County & 1 1 painted Crosswalk VDO+ approval crosswalk 11 Median subl'ect to County & 1 VDOI approval 12 Park approximately 0.25 Future acres in size sidewalk along loop road perimeter 13 Raised subiect to County & 1 1 painted Crosswalk VDO' approval crosswalk 14 Raised subiect to County & 1 1 painted Crosswalk VDOT approval crosswalk 15 SFD/SFA/TH rear load from private Future Lots road or alley 16 Park approximately 0.50 Future acres in size 17 Raised subl'ect to County & 1 1 painted Crosswalk VDO approval crosswalk 18 SFD/SFA/TH rear load from private 2.1 16 TH Lots road or alley Units 19 Park & approximately 0.90 2.1 park Parking Area acres in size sidewalks/paved trail along all 4 sides minimum of 4 bench seating locations 20 Raised sub' at to County & Future Crosswalk VDOI approval 21 SFD/SFA/TH rear load from private 2.1 16 TH Lots road or dlley Units 22 SFD/SFA/TH rear load from private Future Lots road or alley 23 Park approximately 0.50 Future acres in size 24 Raised subiect to County & 1 1 painted Crosswalk VDOt approval crosswalk General Notes: 1. Final Subdivision of the residential units shown here shall occur after building construction commences. 2. The developer reserves all necessary utility easments for dedication to the appropriate Utility. Easments shall be centered on the utility where possible upon construction. Approximate utility and easment locations for the pro ect, are shown hereon. 3. The developer reserves ali necessary drainage easments for dedication to the appropriate Entity. Easments shall be centered on the utility where possible upoloconstructations the ionApproximate structure and easment project, are shown hereon. 4. Common areas are reserved with non-exclusive priority for utilities where applicable. 5. Private roadways shown in this project (Project 2.1) are not intended for VDOT acceptance and maintence. 6. Each building site shall meet the requirements of County Code section 4.2.2.2. 7. One dwelling unit per lot. 8. All lots shall be served by public water, sewer and electricity 9. Stormwater managment and water quality control for the entire PRO is included within Project 1, and therefore is omitted from this project. Vicinity Map (m scale) 'il "J w lJ �� 4" 4000 psi Ren forced Cone. _4 `S lk, 4' wide SU9GRAOE COMPACTED TO 95X MAX DRY DENSITY PER ASTM-D-59s SIDEWALK SECTION N. T.S. Springridge Open Space Summary to Date 27-Jul-01 Open Open Total Proj ec Description Open i(I a I ) 9= wW 1 Exterior SFD (partial) 6.90 28.3% 24.34 2.1 Townhomes at Sprimgridge 0.91 20.2% 4.50 2.2.a SFD Interior (South) 1.71 36.2% 4.72 2.2.b SFD Interior (North) 1.61 35.2% 4.57 Note: areas are preliminary and subject to changes with final platting SITE DATA: Tax Map 46-35 N/F Forest Lakes Associates PO Box 5207 Charlottesville, VA 22905 DB 300 p.146 DB 185 p.88 (plat) Zoned: PR D (ZMA 98-12, 98-13 and SP 98-46, 99-02) Waivers and Conditions approved with Rezoning: See ZMA 98-13 Rivanno Magisterial District Site does Not lie within reservoir watershed. Datum Reference: USGS Benchmark: Top of San Swr MH @ SE Car. of Lake Hollymead= 437.29 Topography: Field Run By A.T.C.S, P.L.C. (Nov. 1998) Surveyy: Roudabush, Gale & Assoc. Inc. 12/2/98 File No. 7016 Ex. Tree Cover: Generally Coniferous with scattered hardwoods and underbrush. Setbacks shall be in accordance with Approved General Condition 11 of the the proffers. Proposed Densityy (Townhouse Section)= 11 OU/Ac. Max. Building Ht.= 35 No Lighting Proposed. Contents, 1, Cover Sheet 2, Master Plan 3, Section ?.?.a 9 , Sect i on 2 ,1 ( lownhomes 9A, Road Plan Profile- Weatherwood 411, Road Plan Profile- Piney 0olI 5, Section 2,2,b Albemarle County Engineering General Construction Notes for Site Plans 1.Prior to any construction within any existing public right-of-way, including connection to any existing road, A permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and Construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal vertical). Where reasonably obtainable, lesser slopes of four -to -one or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be rgquired when in the opinion of the Albemarle County Director of Engineering, or the Director s designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the 'Virginia Manual for Uniform Traffic Control Devices . 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class III. 8. All excavation for undergroundipe installation must comply with OSHA Standards for the Construction industry (29 CA Part 1926). December 12,2001 "<y CL VDOT Jimmy L. Taggart 91 9 CG-6 No. 022841 VDO CG-6 Travel Lane Travel Lane Sidewalk �ONALG N '� v t:l lt� •°8•c9°o^8o to",°'niu'o v1 Y.x 2" SM-2A Asphalt e z z q, 6" VDOT Size 21-A o acl i Aggregate Base _ c a 12" Compacted Subbase � > LLaN w/ Min. CBR of 10 W W Typical Private Street Section Summary of Proffers for ZMA 98-013 Proffer Summary 1 MAXIMUM NUMBER OF DWELLING UNITS: No more than 135 total dwelling units. No more than 100 units if exclusively SFD. Residential mix limited to single family detached (SFD), single family attached (SFA) and townhouse (TH) units. 2 COMMON AREA OPEN SPACE: The 25 acres east of Powell Creek to be Common Area Open Space. 3 CASH CONTRIBUTION FOR OFF -SITE IMPROVEMENTS: Contribute $100,000 toward installation of traffic calming measures & road improvements along Powell Creek Drive between Ashwooid Boulevard and Cove Pointe Road or other Capital Improvement Projects within the Hollymead Community. 4 CONSTRUCTION OF PUBLIC ROAD OVER LAKE HOLLYMEAD DAM: Build or bond a two-lane 24 foot -wide rural section road to connect Powell Creek, Drive and Timberwood Parkway. Road to be designed and built to VDOT standards for a pro'ected traffic volume of 4000 ADT. The public road shall be wilt or bonded as part of the first final subdivision plat. 5 CONSTRUCTION OF THE 'Y' CONNECTION AS ALTERNATIVE TO THE ROAD OVER THE LAKE HOLLEYMEAD DAM This proffer has no force or effect. 6 DEDICATION OF LAND FOR GREENWAY AND ESTABLISHMENT OF NATURE TRAILS: Dedicate a strip of land at least 100 ft. in width along Powell Creek anytime, but not later than the date the last final plat is approved by the county. 7 INSTALLATION OF STREET TREES: Conditional upon the owner s ability, with the help of the county, to obtain approval from VOID and ACSA to install street trees in the planting strip along the loop road approximately 50 ft. on center. 8 STREAM BUFFER, BEST MANAGEMENT PRACTICES Establish a stream buffer at the rear of the property lines for lots abutting Powell Creek. This buffer may be reduced to 50 ft as provided in the WPO. Impervious Site Coverages: Proj. 2.1 Area +/- S.F. BuildingsW(Roof)WWW40976WW 7% Parking Areas 26968 4% Cross Streets (3 20952 3% Alleys (2) 1927 0% Walkways 3276 1% Total Impervious 94099 16% Total Project 2 600866.5 100% No Preliminary Landscape plan R.q'd. Tie. drawGys and C CrlMed m 18 EC01 era to to -JdwW, Fa Regulatay,sub NW dWa aril Wwal. X Approved fa Oauhudm (Oafs 07D EC Ol I Approved: U �cuarr ui l-).•7.?-of Mpttmmt l.mlv.. Commmltl .niwe. JI..4.��ti l=ltll�� rt.me or evueln. caa.. ma imm(Imy«ums ae. 12- 20-01 1 1L oils �t . �/a fisE, I° C°mll 4r.lw ntherlll Mtn . 1lydvla O�yv,mmt W hvvvy°rf�a°v hn 2h ll.t. sa-rw�� .mot 41 S fc12001 08-01-02 P01:. I I I I II I Ve f0 NfEF - O POW W ARE4 g Woo 46,Porcel 43A \ \` Robert D.Brown,Jr. \ \ 0 269. P 32 \ Zorred RA AR, -A 2 AREA 1. - N NeRFv - /'1 II I u i l � AREA 15 _ k- J//ram' VVVV /Tox Mop %P.'-42 N/F CKlsfop Gordon OB 169, P 91 Zoned RA C —J COPPER KNOLL I DB W8. P 24.I25 !q J 1I v v \\ L L— O AREA 4 I III �� sl 1. �I�I �\I (I .Idue i ! 121 I ///--- _ `\ I ` w�'w� ^. i n• "n• " I s S Residue 111ey I SFr 15 I /� l / Residue i I • `K /// \ AREA 16 — \� I �." "4r "�• ar ^wt III j l l II�In{} % 1 1 it esldue T AREA 8 I I�11 A 11 �,. Arm a ,► I�s�®�d _-�— _ Resldue — Resldue 100'stream buffar / l20'V PCO Easepient DB 7P 05 //T Mop 46 Par o MD H. V.JTRANOM SIN N NIFDB 465. P 6 ,IIII 1 Tax Map ,'.Porce135A N/F Kol/erine Marls DB 7N o'" MoP 46, I. M 35A/ N/F KaNerine crrls DB 993, P 237 Zcried RA Proposed Crosswalk (Location subject to approval of road Ions within Project 1.0) \ - (Typ, ) Conceptual BMP Converted Berm and Silt Traps from EBBS plan (per meeting _ with Water Resources Mgr.1 1 Tox Moo 4fParcel34A N/F Tlwd— SXlery DB 270, P 518 / Project 2.2.a / Future Subdivision. Resldue / Infrastructure to be constructed with project 1.0, subdivision to Project 2.2.b Follow. Future Subdivision. 1 1 Project 2.1 This Project I n-Frastructure to be I I constructed with project ` 32 Townhouse 1 0 , subdivision to units within 8 Blocks. -Follow. I n d i v i d u ciI units to be TaNx N/Fap %Pored 3582 Jaseah N.aM subdivided prior or t o p occupancy • aX Nop Par d 35 / Tax Nop %Pared 35B N/F V�� P C 0 ' Tax Map 4G Parce136B N/F TMms Sp d g/e Q\B' 63B Y 1539 !p/aD Karon S. m e DB 638, P RA (plot) Zoned RA NOB SNP 189 dmJ1 DB 63Zand5RA lWNI Zared\A Z—o' RA Tax No N/F DS %PP arcel 35C aydd B 6 teod Zmed RA 8 N Wi i a � d July 27,2001 Jimmy L. Taggart Z O m � o CTZ� L10 CV N o Q o z — c7—N Q-) 7 t-1 gEzO V- w �1 Z E—+ Qi dd .F d U m 0 F=� ® 4% F=i �zi O Q� E— VA lC12001 `/ILJO .-) -A •bl i�GV 8 0 � G / I / ; ', � I I I I I ; '% � I J_l. -- `'.<1•i`�lY.` � �� -�_ (1) - F � I II �' ', / p ----------- ---------- ` \ I / / - I — — ---_, — ____ - l/I \_�_ it'y_ \�Y / / u�r--��\ r / �' - i - _ ea _ _ — / r� 3LTH op * i r — �� I^ / � ✓V: o MY 2?%2= �y JI ffy LTaggart N0 022841 ', \ _ _IV --- ----'-- —----- -------- '-_-- 250' S19ht Distance - ( I I I 1' 1 I I I , I ��_ i I I p I/�•/ / I 3.5 ft. Ht. 4See alto. 1 . ttof eOabmencRt sah Profiles.s111 o I ZC I � 1 y2° `r8�,nd \`I 'I _- � � � Teg' � � I1 �------- _�;%' /1 b% 2Z- ; I I 1 I N I I° sav�E ---- ll) 61I ; I, I �- I- t ,fee/ i yl_ I'- --- easillt• ;— —� r ` Unit / -- ft• \s _ 4 — -- --i- FF 0 cid &Box I\\ / �� --gran ' s I --r \\\ /S� du\\ \\\ (1) - 6 Bend N B Ln S� , � 1 i / �� B ``�I, / ! I 1��. ```L I \ I i i i/�---- \•\c\�/ �\ �\\ T� / ' i i=2.(�OZC\7 I ------ Bendx�- 4) 4 o-- \ \ 1 -- -----i _ 1 I \ ( I i---------- \'�, i I FF m 9 ` \\ `� '/•1 l� �'` \ — _'` I .I ` I \ / \ r i li 7 ems\ O O 254' Sight distance \ ---�—B\o—w— Unit • � d O � 3.SItt. Ht. of EDe 4Seebto PHrto oftbecRtd profiles./5fscl See �Iso 519teasmnt�here.0& ✓ \� } \ 'R• +^~\ �- I \ �`, I - 1 / 1 I '1 1'1 ,\� \\ /�, \ i \ 1 `�� / � � I r / '' .—__--_ ; I , I j `\ r� .� \ L I �• '----\\ ` ] I 1 $ 11 `/ i / / —�20 ft. Q� < i , �� I` - �_ E— .APPKOR'hA1ATE I.OGA�J ON OP SiK�OT TKi \\ ----- - ---- ---- - 2 \\\ Pi 'O-JEC, f 2; I`. *•fYP. VDOT C6-12 \\\ -' ------ \\\. / -- _ \5U6dt-G'F,JO V00,f APPKOV1 L' 8x6 -------------- .J// j i'/ `,` }ar' -'\\� - \\\\ - = Ur i `< ------ / '' / , �CI F(Lj �i • �i 14 _ _ - \\ .�\ oU-Fy�ei,,'1 \ //'(• I �`� \\ \�`\` ``� \�\� � T /�1 `�1\ t __ � \ � - - _ �� '_ .\ .\ °F{ C/:) d A 04 �`., \\ \ �\. � %aye �� `� \ -- - __ `., -_'�. _ ., � �\ -- - __ - _- +l___---' `' � _'__ -•\ - - - — - - - � � � 4) Al E- -- ` �ryf _ _ Pao------------------ -` ` -- ---- _ - ------ Ir - 3 \` -- ----- ------ _ -`------------------ ------ -- --' - \�� I I 11 V� _ ----- --------------- - _ T \ - -- ----------- \ ------ ----- - --------------------------- ------- ---- ��-------- - I -- / 0, --- =3(0)2001 MQD IZ•17-q•01 1 250' Sight Distance 3.5 ft. Ht. of Eve 4.25 ft. Ht. of Dbject See also Pr; eft 1.0 Road profiles. See also Stg t easments here. APPKOXIMAT�, ROGATION 0f�; PKOJEGT 2.1 *fYP. SUBJEGf TO VDOT APPKOVA Proposed Fire Hydrant 250' Sight Distance 3.5 ft. Ht. of Eye 4.25 ft. Ht. of Object See also Protect 1.0 Road profiles. See also Sig�t easm nts here. -IJ� fUI:U) IN 8 H .I 4 z"H a a LT H I SSFvember Jimmy L Tpgert Sight Distance ft. Ht. of Eye ft. H+. of Object also Protect 1.0 Road profiles. also SIgF,t easments here. co Q� N N O o z - Xa i Q> c� d-- 6 O • r—I d O O �A u- w � z E - 250' Sight Distance 3.5 ft. Ht. of E e 4.25 ft. Ht. of 6bj Meat See also Fro l•Tot 1.0 Road profiles. See also Sight easments here. F 1 ' =3 0' V (o) 2001 03-01-02 PCI:01) 1t! I +. EA INS �rju11 , 0 �b / -- / ; ------------ / �pOT UD ' - T Speed' / R 90 '-V Ul ut 1� _i gaa 4 C _ / Q �dr 1 I , N REST qM �\ -I-)_ ,-/ - 8� i , 1 p } Pj e %/ /� rOP S `, rf i/ 11 8111 G ok SoX I / lr JA Ilz °r / VDOT —O ----- ---- --I� o(/ 202 -- _� y I 1 1 _ _ I 1---------------- --- --- / /'" pT e __ _ - ed -- 3 nit L - 2-5 ------ _-- -----_ %` L omi t 5-ram' ,� , - - j —i- - - � -- , I F a 474 fCF m 474 "15t \ —r (1) 4 BOA/ "- - ---"----------- _ Re Ott--�----- - -- I; `- ------ I I _ -------------------------------------- i - ------------------ ie _ -� - =---------- I- -P. -------------- - _ @ 466 FF a 68 / /D2, _—� __ l_ ice' -__ '—__ �. --- --- - _-- _ --I `- --- 2 S / u it " -- P,(ZOJEGT 2.1,.- 5t 6\ bdt TO OVf APPKOVAi:- / CG,TZ _ 8x6 {ee & 111 G.� gox 6Assembly z% ---- --2-----t-"li �� ; ---- I t1) -I Hydra�'t \ F a 466 FF 66 ( ,� r / ' / r ,it , 22 ' �/\ V`�I -\� - ZY � ----- ------ -"'-"�' ' _ ______otE7ae o_____ f 5 ft. Ht. o_ 0 0 0/Cad pol05•/ ________ ---" see a eaes r \ tEg\ itb70 Road P Iles. \ �asments n� Jury 27, 2WI Jimmy L Tagi N N O �+ >< 02 I Q-, G �UZo •�+ dojo W � E- E V V 1 ' =3 0' 1 (o)200, m2� l2.2�•ot \ I I 1----___--__.___-_______-___-_---__--_-_ ___-_______-___ _ ______ AIMIpD� poo�6Or� ------------------------------------------; ;; �, Q, � PjPef Knoll Lane 00 Springridge at Forest Lakes 00 NCO TC9 Hn�ta...iat Co. 1_-.__ _- ______-_-__-__-_-__- Po A.: 306 N.A1-222 VA 23968 O �(OJ ^ B04-361-1516 i a D S/°et/af / se em&�r 5,200/ \ \ mLL Q) EOP II 0-) Stop I = (No Curbing) o I CN I --Speed L i m it a QI 9 + Q E0P 215 6?30 �- --- i c0 J LL y, 9, 88-uT N = 21112.15 �8° ncreu.na n..•u.�• sra. ik _�� P rmc�ne t Par I-n --At- 1--- ___[-- i �- -- co-- --------- - 'P I --- --------------- ---- + - - - - - - -------------------- _ - - - \ ,-Speed - --- 129• L Limit I a° vuor --- 0 Sign --- 485.75 FT •� 1b� ^ice -----_-_-_ - a 1.11 EOP q18 85� 5 Typical Private Street Section - --�------------ N = 0800. I co 1 m + I v C I I \ LL CC) +- C N I v IS All +-_ I I m + Stop t iii7 2 R C: --------- I ------- U--- L I C N t' � --- ----- L� i I S i n --t------------- --- _-_ LL j ; �� j 19SEP01 Sight Distances, K values, 50' station Elevs. Added. 485.00 485.00 480.00 475.00 470.00 470.00 465.00 465.00 460.00 460.00 455.00 455.00 450.00 445.00 M N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 480.00 475.00 450.00IL 445.00 440.0 440.00 VPI STA = 0+14.00 VPI EL = 476.91 VPI S A = 0+51.93 CURVE LEN = 0.00 VPI E. = 477.79 SD= 56 CURVE LEN = 50.00 mizP t2-'2-A°0\ 00-01-02 P�I:Ir lr D Cr / � I I I co I i I I 1 �� ' ' 4. `�moll p1m I Pf#///# Yea iherwood Arlve I �� I LL ktj) Springridge at Forest Lakes I Q-\ `.7 TC9 Saaia..:lea C.. �(,0 41 l 1 Q D 1 PO a0vI .QjW � 804-361-1916suet/of VA 3396E SeptemGof 5,2001 Q'-OLL l _ I tn Pi1 `'f / E = 2127401 \\\\ i �+° i j LL j 1 N 1-4- voo 91 1 9' cc-s4.5' N = 20788 7 ` ignI - y CD Travel Lane Travel Lane Side Ik L,- 1a':1 r oiu=mu 2" SM-2A Asphalt _-_- 6" VDOT Si.a 21-A I _------_ --_ - _ A99regate Basa 12'� Compacted Subbase 1 I it -P O _�fkfik- 1 i w/ Min. CBR of 10 t __1 - --- -��i �1� �j Sign -- _ - _ _ W I_ Typical Private Street Section Ir >)- _ -- _-EOP 2 15 1b4 RR V L_N=2 3 3 i St�S i Ig- 19SEP01 Sight Distances, K values, p 7 50 station E I evs. Added. 465.00 465.00 460.00 460.00 455.00 450.00 450.00 445.00 440.00 440.00 ID 435.00 435.00 430.00 425.00 425.00 420.00 'm a,o l2''L�b • of VPI STA = 0+75.00 CURVE LEN = 50.00 v K = 8.82 W SD= 142