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SDP200800041 Plan - Other (not approved)
ra�� PEDFSTRIAN PATHWAY KEY IRESIOENTIAL arjui 6 TWES LEMID ®m+n hoar r.h—l—kit -- trio �® srtA+aowcr6sorr d>m awe s+u or Ic mvrse c mart ,K � roc ,Mr stet tY nfr+ta RA>m p h� PHASING COLOR LEGEND KEY I PHASE i _ PHASE 2 _ PHASE 3 I ALTERNATE: SEE NOTE BELOW. m ru. is er ru rv.w+ NOTE: Northwest Passage, end th. potion of the North Pointe Blvd. between Northwest Passage and Northside Drive East arc both Phase III Road Improve. ments. However, Northwest Passage will have to be constructed of least at ths sem. time that the msiden- o tial dwall4hg unils In tho northom sewn of the Pmjoct B O q am built (lo provide vehicular access to such dwelling (� g - O units). Because the Owner is likely to construct the g residential dwelling units in the northern section prior to 4 © Ideveloping the com memlal areas of the Project (which ATHPOI hI t r requires the completion of the Phew I Im rovomsnte( It Is possible that Northwest Passage will actually be Y y constructed before the Phase I Road Improvements. 9 e o No Similarly, if the development of the residential units U 4FFF continues to tha south of Northwest Passage before i the Phase I Improvements are otherwise required, f h ; t the porton of North Pointe Blvd. between Northwest g Passage and N.rthsldc Drive East would also have b S W> Ap ti be constructed to provide access to such residential Y gf dwoliing units. For these reasons, Northwest Passage r'.^ y K Q _ and such segments of North Pointe Blvd. em shown `nJCn with tho'strip rig' indeating that they miphl he built LJ ii y'� hQ y " pdor 9 to the Phase I Improv.ments, y zS P FORTH P A $ LEAKE ad $Rl RD. H ILZV 001 �—Ma u /+'- Ahkl: tnFar w n a n o '/' \ `•" tilit APPLICATION PLAN iR i VIM I -DR EA APPLICATION PLAN P N� t,ar. ���� ii r r d:'-� 1P� �• it �� 1 l�I ��� -� � l i����a�'.it Win', � `�"r�"`- _� ti !Ih s► ��' {r� ` +`gip �',"'�� ( � � , �`'� If �•� .;�. s+ � Ir---_.. ra..rlwl`�ikllla'hhS'ir It Is possible that Northwest Passage will actually be Y y constructed before the Phase I Road Improvements. 9 e o No Similarly, if the development of the residential units U 4FFF continues to tha south of Northwest Passage before i the Phase I Improvements are otherwise required, f h ; t the porton of North Pointe Blvd. between Northwest g Passage and N.rthsldc Drive East would also have b S W> Ap ti be constructed to provide access to such residential Y gf dwoliing units. For these reasons, Northwest Passage r'.^ y K Q _ and such segments of North Pointe Blvd. em shown `nJCn with tho'strip rig' indeating that they miphl he built LJ ii y'� hQ y " pdor 9 to the Phase I Improv.ments, y zS P FORTH P A $ LEAKE ad $Rl RD. H ILZV 001 �—Ma u /+'- Ahkl: tnFar w n a n o '/' \ `•" tilit APPLICATION PLAN iR i VIM I -DR EA APPLICATION PLAN P N� t,ar. : U. 'i �1 •1 DISCLJL"ibB: The o0ltmd of thio dm ing w the property of Wpr Aeew t.o mc. AD darn combined 11— i beiievod to be tdmblc, however, be— of the po l ility of hom—. m mmhwiical error, WW Aamdetm Inc., doer mt gummtec the b y or the c=rJctI w of my mf mmam and u uet rwpmatble for my mor err amia®m. bay 1— or dembgee remhmg frcm the rue of Rh .fx. u- U. of the mfambtlm m tl is d—mg bck—ledg. nooepb.— of this Diecla®er. C - FOR FUTURE DEVELOPMENT (OFFSITE PRELIMINARY LAYOUT IS SHOWN FOR INFORMATION ONLY AS PER THE ZMA APPLICATION PLAN) ... PEDESTRIAN THAI. PROPOSED NOBT7iWESf PASSAGE SIDEWALKS POTENTIAL FUTURE NORTHWEST PASSAGE SIDEWALKS _ ("lrl'rm S;�aNatKs (? _��mu'^t IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" — 100' 100' 0 100' YRNATr ADM TO BMW ACCESS E40 M. PCS 1 5/02/08� --- --- - Y _ IN ENGINEERS SURVEYORS orStcREo BY: PCS P� 1 FCTTPOINTE NORTHWESTT RESIDENTIAL AREA PRELIMINARY SITE PLAN 1 ORAm NUMBER: _ LKS : RASwill111100 ED AS P4M. � _ _ — - -- ORA- BY' - g,, v f f I� I C-9-- REhEwEo BY, -- -- - - -- - - - - --- //T 4 �I TMP 0.20 HARD 'V 70NLT , #111/ li RF OFN t\ i C �I Pc i WWA NUMBER. II 52 ^ dO JO 02260 - � uP�.4L� ARLES ;RA i UPR! I` --- 206095.04 609504C-C09.dw 9 H' I'-I00-�-- 3 10 OS 9 of 16 NO SHEET REVISION BY DATE N0. I SHEET REVISION BY DATE 7 - . v NIA _ ("lrl'rm S;�aNatKs (? _��mu'^t IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" — 100' 100' 0 100' YRNATr ADM TO BMW ACCESS E40 M. PCS 1 5/02/08� --- --- - _ IN ENGINEERS SURVEYORS orStcREo BY: PCS P� 1 FCTTPOINTE NORTHWESTT RESIDENTIAL AREA PRELIMINARY SITE PLAN 1 ORAm NUMBER: _ LKS : RASwill111100 ED AS P4M. � _ _ — - -- ORA- BY' _ TITLE OVERALL LAYOUT PLAN -- ----- T.-------..-------- ----------- -- PLANNERS I C-9-- REhEwEo BY, -- -- - - -- - - - - --- AssociATEs —�-- - - -- ' —''—' ---------' -- — - - - WWA NUMBER. FILE NAME. SCALE DA'E - ' SHEET NUMBER' --- 206095.04 609504C-C09.dw 9 H' I'-I00-�-- 3 10 OS 9 of 16 NO SHEET REVISION BY DATE N0. I SHEET REVISION BY DATE v NIA DRAWING NO. SHEET NO C-1 1 C-2 2 C-3 3 C-4 4 C-5 5 C-6 6 C-7 7 C-8 8 C-9 9 C-10 10 C-11 11 C-12 12 C-13 13 C-14 14 C-15 15 C-16 16 SITE DATA DEVELOPER/APPLICANT: ENGINEER: SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: MAGISTERIAL DISTRICT: TAX MAP/PARCEL: ZONING: COMP. PLAN LAND USE DESIGNATION: DEVELOPMENT AREA: WATER RESOURCE AREA: WATER SUPPLY PROTECTION AREA: F INI 1w ft aA, "Ihb\'L MU NJ 64W �' Nk ALBEMARLE MARCH 10, 2008 1 TITLE COVER SHEET ZMA PROFFERS ZMA PROFFERS, SPECIAL USE PERMIT, LEGEND & ABBREVIATIONS SPECIAL USE PERMIT AND NOTES GENERAL NOTES AND TABLES GENERAL NOTES, DETAILS, AND TYPICAL SECTIONS EXISTING CONDITIONS AND DEMOLITION PLAN LAND USE PLAN OVERALL LAYOUT PLAN SITE LAYOUT, GRADING AND UTILITY PLAN SITE LAYOUT, GRADING AND UTILITY PLAN SITE LAYOUT, GRADING AND UTILITY PLAN SITE LAYOUT, GRAOING AND UTILITY PLAN ROUTE 29 ROAD IMPROVEMENTS DRAINAGE AREA MAPS PRELIMINARY REMOVAL RATE CALCULATIONS NEIGHBORHOOD INVESTMENTS - NP, LLC C/0 RICHARD SP',':,ZEM P. 0. DRAWER R CHARLOTTESVILLE, VA 22903 (434) 923-8900 WW ASSOCIATES, INC C/O HERBERT F. WHITE III, P.E. 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA 22901 (434) 984-2700 WW ASSOCIATES, INC. AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING HORIZONTAL DATUM VIRGINIA STATE GRID NORTH -SOUTH ZONE VERTICAL GRID NAVD '88 RNANNA TM 32-22K AND TM 32-22H PD -MC AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT) DEVELOPMENT AREA COMMUNITY DEVELOPMENT AREA - COMMUNITY N/A rel N1I81I1I0Ii\1IIII\i\ A\ Ali Ui - Ali Ali "� tRPIOBS SITE "'k°Fw ' a NORTHWEST RESIDENTIAL VICINITY MAP SCALE: 111=2000' NORTH POINTE SITE DATA (CONTRIED) YARD REQUIREMENTS: NW RES. I FRONT SIDE REAR TYPE OF RESIDENCE MIN. GARAGE DOORWAY I MAX. MIN. MAX. MIN. MAX. MULTI -FAMILY 8' 1 18' 1 50' 6' 50' 10' NONE 19.00 PARKING REQUIREMENT: 2 PARKING SPACES PER UNIT + 1 GUEST SPACE FOR EACH 4 UNITS 187 UNITS 2 = 374 1ti74 Z }94 u^ 187 UNITS/4=47 TOTAL PARKING SPACES REQUIRED = 421 PARKING PROVIDED: UNIT SPACE 374 GUEST SPACES 50 - (INCLUDES 11 HANDICAPPED SPACES) TOTAL SPACES PROVIDED 424 NOTE: SEE DRAWING C-5 FOR DETAILED PARKING TABULATIONS. STRUCTURE HEIGHT: 35' MAXIMUM EXISTING USES: UNDEVELOPED AND RESIDENTIAL PROPOSED USES: RESIDENTIAL- MULTI -FAMILY USE OF SPACE IN NORTHWEST RESIDENTIAL AREA TOTAL OPEN SPACE: 5.70 35.40 BALANCE OF RESIDENTIAL AREA NOT IN OPEN SPACE: 9.86 EXISTING ACCESS EASEMENT: 0.27 PROPOSED ACCESS EASEMENT (FOR TRAIL): 0.18 EXISTING RESIDEf CE: 2.14 NORTHWEST PASSAGE ROW TO BE DEDICATED: 2.80 TOTAL AREA OF NORTH WEST RESIDENTIAL AREA: 39.95 ACRES 29.70 PERCENT IMPERVIOUS: 23.71% (9.47 AC/39.95 AC) PERCENT OF ALL OPEN SPACE (RETAINED AND DEDICATED): 61.83% (19.00+5.70 AC/39.95 AC) PERCENT OPEN SPACE RETAINED: 14.27% (5.70 AC/39.95 AC) RESUBMITTAL 1 NW RES. NORTH REMAINDER OPEN SPACE TO BE DEDICATED TO COUNTY: AREA POINTE FLOOD PLAIN 11.49 11.76 0.27 GREENWAY 6.77 10.02 3.25 TRAILS 0.74 1.47 0.73 TOTAL LAND TO BE DEDICATED 19.00 23.25 4.25 OPEN SPACE AREAS: DRAWING NUMBER: C-1 COMMON/PASSIVE RECREATIONAL AREAS 3.56 STORM WATER MANAGEMENT FACILITY 2.14 TOTAL OPEN SPACE: 5.70 35.40 BALANCE OF RESIDENTIAL AREA NOT IN OPEN SPACE: 9.86 EXISTING ACCESS EASEMENT: 0.27 PROPOSED ACCESS EASEMENT (FOR TRAIL): 0.18 EXISTING RESIDEf CE: 2.14 NORTHWEST PASSAGE ROW TO BE DEDICATED: 2.80 TOTAL AREA OF NORTH WEST RESIDENTIAL AREA: 39.95 ACRES 29.70 PERCENT IMPERVIOUS: 23.71% (9.47 AC/39.95 AC) PERCENT OF ALL OPEN SPACE (RETAINED AND DEDICATED): 61.83% (19.00+5.70 AC/39.95 AC) PERCENT OPEN SPACE RETAINED: 14.27% (5.70 AC/39.95 AC) RESUBMITTAL 1 ADDRESSED COUNTY, VDOT, AND RWSA COMMENTS. PCS 15121081DESIGNED OF GtAPCS ♦, ER F. a /L-OQ ' t s3TONAL �'�O IVA � ENGINEERS SURVEYORS PLANNERS ASSOCIATES MBox 4119 102 � Pl- Lyoxho VA M502 LMb lk,VA2 l P�"11-=`�w�:�""`"� BY PROJECT: NORTH POINTE NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN SET REV. NO.: 1 1 MODIFIED PAGE TITLES AND UPDATED AREA CALCULATIONS PCS 5/2/08 DRAWN BY: AB DRAWING NUMBER: C-1 TITLE: COVER SHEET REVIEWED BY: DSM SHEET NUMBER: 1 of 16 WWA NUMBER: 206095.04 FILE NAME: 609504C-C01.dwg SCALE: N AS SHOWN /A DATE: 3/10/08 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE PROFFER STATEMENT NORTH POINTE CHARLOTTESVILLE, Lf.0 REZONING APPLICATION: HZMA-2000-M, SP -2002-72 July 28. 2006 With respect to the property described in nzonrng application NZMA-2000-09 and SP -2002-72 (the "Z,kA' ), CWH Propernes Limited Pauuces"I s the fee simple owner and North Pointe Chamoseevilla LLC is the conned. purchaser of Tea Map 32, Parcels 20, 20A. 20A1, 20A2, 2OA3 and 29I (the "North Pointe Prepatn. Violet Hill Associates, L.L.C. is Poe fee simple owner of In Map 32, Frieda 23, 23A, 23B, 23C, 23D, 23E, 23F, 230, 23H and 23J (the "Violet Hill property'), Virginia Land Trust is the fee simple owner Of Tax Map 32, Parcel 22K (the "Virginia larid Trust Property") and the Edwerd R. Jackson Tenet is the fee staple owner OUT= Map 32, Parti 2214 Otte "Jackson Tenet Property"). The respective prates are collecdvoly referred n herein as the "Owner", which term shall inchde any mmccwewn in mm, ie;t 'fie North Pointe Proerty p, the Vold Hill Property" Oce Virginia Land Trust Property and the Jackson Trust Property ere referred to collectively as the' "MIY'. Pursuant m Section 33.3 of the Albemarle County Zoning Ordinance, Owner hereby voinetary propene the conditions listed in this Proffer Statement, which shall be applied in the North Pointe Property if the ZMA is approved by Albemarle County. These emditms me proffered as Pmt of the ZMA and it is agreed net: (1) the ZMA itself given risen the need for the conditiorut, and (2) such conditions have a reasonable, [elation to the rezoning requested. This Proffer Statement shall *elms to the multi -page application plan entitled ',forth Pointe Community-, prepared by Keeney & Co., Architects, as revised through June 13, 2006 and attached harem as Exhibit A (the "Application Plan'), and the AlbOnnsrle County Code in effect a of the data of this Proff, Statemed (the "Comity Code). The North Pointe Community shall be referred to an the'Pmjed". I. THIS SECTION INTENTIONALLY DELETED IL ENTRANCE CORRIDOR 2.1 Crwto of • SO -Foot Ba tier moss the Entrance Corridor. Within of the months ata the acecptsnoe by the Virginia Department of Ttmapmtanm ("VEman Rud Impnvammts a defined in Section 5.3 that are along the northbound laricS U.S. Route dng 29, Owner shall plant and thereafter maintain at all times a landscaped bnffer, hedgerows, along the Entrance Corridor frontage parcels owned by Owner. The buffer will consist of a minimum 50-thnt wide continuous visual landscape mea that shall he subjed to Albemarle County Architectural Review Bond GARB") review and approval (the"Buffirl"). al locefed on VDOThi the event VDOT at my time in the future reduces my po property, the Owner shall compensate for such reduction by extending the Buffer m Owner's progeny n oder to maintain a minimum 40 -font Buffer, even if such compmsstim shall require the Koval of parking Ascent to such Buffer. 22 A genre ce d 3n water Mao_•�m ,t t"gWM^1 Fardf� The SWM facilities visible from me Entrance Condor deaa5ed On the Application Plan (amurvaler menagemem fni tries 1, 2, and 10) still be shown an a plan and be subject to ARB review and approval. SWM I siill be designed such did its shape, plaomm4 ad Ind form (grading) transition bdwem the adjacent conservation mm and the injaeem hand edge of fie parking lot and buildings. The plan for SWM 1 shell be admitted n the ARB with the first ARB submimm for Building 14 Or 19 identified an Shed B to the Application P�� oe Shad B my such building that is proposed to be located where Building 14 is pomumt to the elms of Section 32. SWM 2 shall have a more druchued appearance than SWM 10 (see below) and shell be designed such tit its shape. placement, and lend foam (grading) trmsitim between the adjaaN conservation arm and the adjacent bard edge of the parking lot and buildings- The plan for SWM 2 shall be submitted to the ARE with the fid ARB submission for my of Buildings 26 through 31. SWM 10 shall be designed inch that its shape, placement, and Ind form (grading) are integral with the adjacent conservation mea The plan for SWM 10 shall be submitted to the ARB at tie time need Plane me submitted to the Comity and VDOT for Northwest Passage. III. DENSITIES 3.1 1g1d BaOdNL The total mmdper of dwelling units within Poe Project shell not =Cecil eight hundred ninety -throe (M). Subject to Section 32, the, building footprints and grout floor wawa of commucia4 office, and other uses, and the buffeting footprints of hotels shill met exceed does ed forth in the land Use Breakdown Table m Shed A to tie Application Plan ("Shed A'). 32 t imlhd Ad'usn.arits to the F.lemeats of the Amnnwtaa Plan. The gum floor mea of the buildings "d for commercial. off es M Other no, and hotels shown on Shed A may be 4reded within a rmW of up to tiro Percent (100x), provided that the mmttoum green floor area for each category of uses shown on Sheet A is mot exceeded no formprme, ofBuOdings 6, 14 and 36 as shown m Shed A can be interchanged. Notwithstanding the tams of min Section 3.2 in the Mutity, Building 14 shall ant initially exceed 88,5/0 square fwd, provided, however, that after two years following the issuance of the certificate of oa;upamy for Building 14, Building 14 coy be adjuumd within a »mge of up to tea Percent 0%), and if Building d the amt an4 in that located n the location aion shown m ShedB, my sub expandout sly ben the terms of that the additional space is located along North Pointe Boulevard. Notwithstanding Section 32 in the contrary, but subject to the provisions of. Serum 8.1, the Comity may authorize Build ng 21 as steamed Shed A lobe adjusted by more thanten Percent (100/0, IV. STORMWATERMANAGEMENT AND STREAM BLD CONSERVATION 4.1 Flood Plan. The tura of the 100 -yam flood plain within the Project shall remain undisturbed moePt for mad crossings, public utility facilities and them cromngs, and pedestrian and biking trails. and Only a far extent such axwpnms are permitted by County ordhanem and regulstioas Upon the request of the Comity, Owner shall provide a survey and prepare the necessary documentation and dedicate the hood within such flood plata to the County. 42 Sammwater Mmearement Plans. The smmwateeiied management Practices ("BMP") plan for the Peeled shall be proposed, and all sormwaber mmagemml facilities for the Project shall be designed and li ndruded, to accommodate all Mount mmrmwi er discharge from In Map Pancel 032AO-02-OMMOO (Wormwoods Mobile Home Pad, Developmcat) and from the misting developments m the northeast and northwest cormaa of Proffit Rod and U.S. Route 29, specifically the following pmcels allows On them ort Albemarle County tar maps: tax map 32, panels 38, 38A. 39, and 39A; tax map 32A, pmceta 2-1, 2 -IA. 2-lAl, 2-1B, 2 -IC and 2 -ID. The nomrwater management facilities shall mitigate the shormwder quality and opumlity impacts, for the siomiwaler generated both within Ina Project and Ger such extanng offsite conditions an described herem, a though the entire preexisting condition of the drainage mm is an undeveloped wooded site and is being developed to (be existing offsfte cundatm l and the per awed =-siteconditions. in addition, biofiltas shall comprise a minion^^ of thirty -thee and mrFflard percent (33 i!3%) of the toll required parking lot landscaped roma within the "Commercial Area" of the Project, as such Commercial Atm is delineated Out Shed G of The Application Plan ("Shed (31- 4-3 Erotica and Sedtnmt Cannot- (a) ontrol(a) The Owner shall. to the "maximum extent praetrceble", provide such additional appropriate =am and sediment control measures mat exceed Stare and Local r nrmm standards. If there in a disagreement regarding whether the standard of "maxim re stmt practicable" is satisfied, the Vrrghua Department of Conservation and Recreation will be provided m Opportunity to review and advise on such queslian (b) pont-Coaetuc0m SkMMIhg Mmea®mt Tln Owner shalt to the maximum extent practicable, provide past -construction stermwater BMPs thffi aro dwignd to achieve an average annual sedimmt removed rale of 8(13'9 a published by the Center for Watershed Protection in Article 64 of The Practice of Warmshed Protection (2000 editim). These will include, but ane not limited n, bfmdention, bioreteatkn filters and wet retention basins. 1 (ADDED PROFFER FROM PREVIOUS PAGE IPCS NO. I SHEET REVISION I BY 4.4 ' in Buffer and Restoratm. Upon the rommemammem of the applicable continent period, the Own, shall notify the County and provide the County with a COPY of my applicatiou(s) to the U.S. Awry Crops of fmguheara and/or DEQ for my stream distributes. In earned, if ucceasery, after fust looking on-site for mitigation opportunities available to satisfy the Permitting process, the Owner, shall contact the County for a list of off-site Opportunities within Albemarle County for such mitigation, and shall look for such mitigation opportunities offsiln V. TRANSPORTATION 5.1 lateral Street Consternation Standards. Public mwta, which in any oven elan include at ]cast Leake Road, North Pointe Boulevard, Northside Drive East and Northwest Panne, shag he () constructed in accord with the illustrative ohm design noes sections shown on Shod D-1 to the Application Plan ("Sbwt IYI") and also in accordance with V -DOT design standards pmsuml to detailed plans agreed to between Geyer ed VDOT, and (it) dedicated for pubic use and offend for acceptance uric the side highway eystam. Trees (with a mnximane spacing of fiery (50) fol), 71113decaping and sidewalks an shown on Sheet D-1 shall be installed and maintained by the Cama re weirdann with Comity or VDOT standards, antras VDOT m the County agrees in "ung to names hila responsibility. 5.2 Thaler of Comobtkhn tar internalStrata. Before issuance of ccnificatw of "'Foo ry, Owner shat cnmplae that sesmml of an internal street a drawn on Shed D-1 witbin the project whirl nerves the building m residence for which a certificate of occupancy is sought with at least the done base and an but the Gnat layer ofplarel i ephah. The final layer of plem.,,ix asbah shall be installed within out (1) year following the issuance of the that cetifiemc of oowpmey for a building or residence served by the affected shod wgmmt. 5.3 R d rmmrmJIlte. Owner dill design and constrict at of the mad improvementa msocaced inScctims 53.1(ah 5.3.1(b) and 53.1(c) below, which ate also shown on, Shed D-1 to the Application Plan and an Shed E to the Application Plan entitled "External Road Improvement Plan" ("Shed E') (collectively, the -Road btprovcmmts"), unless such Rod Impmvmpems me fust constructed or, bonded by others. The various phases of the Road Improvements ane also shown fur ifte uative purposes or a colm-coded copy of Sheet B that is stand harem es Exhibit H. Owner shah dedicate n public use my required rigbt-of-way that it now or bereafl a awns in fee simple. Fm pequeses of flus Section 53, the rue of the term road" as it appliea n ird®el strode shall also have the , i� the Almeaninggan t e County he word Cade) where r in the Albem mils County Subdivision Ordinance (Chap( applicable. 53.1 Dedo and Pkaena. All Road Impnvamenm shall be designed and phased as follows: Duet/gn. The Rod improvements shall be shown on detailed rod Plans-bsfyfng VDOT design g,,d,& which shall be submitted by the Owner fes review mrd, when ,uniformly, approved by VDOT and the County (except for the Road lmpmvtanmtg m U.S. Route 29, which shall be arhbjcet only to VDOT approval) (herdnaDw, the "Approved Rod plane). The Appmvd Rod Plans shall show the width and kogth (except as specified In Sections 53.1(a)(I)(h) and (v) and Section 53.1(b)(Ixi)), location, typo of section, and gaometrce of ell Ione fmpovemenm as required by VDOT da®ger ewnduende. All of the Rued Inhpmvematls shall be constructed in Morphemes with the Approved Rod Plana The Red Lmprovemsda to U.S. Route 29 shall be based m the them -mirrors VDOT design sped and tree, -slope requirements. Notwithstanding the provisions of this paragraph to the contrary, in the uvxffi that the mound midential died designs m shown m Shad D-1 are rent accepted by VDOT' file Owaa serf submit detsild road Moo maim plans for snob shims to the County fff review ands what beery, approval, subject also to the Cotmty'a rgrproval of private dram under the SobdivisimOrdinmse (Ch. 14 of the Albemnle Coanty Crim). PForfng, The Rod Improvements shall be constructed and completed in three phase a act forth below: (a) Phase I Rud lmmrwemeuta. Prim to approval of the first commercial subdiviaim plat or site plan wither the Project, Owner shall obtak an a maXlatcd Parents and post all associated bwds required for the construction of the following (collectively, the 'These I Rod bmlnov®mna"): (1) Sout)t®od BWOM onU S Route 29: (i) U.S. Route 29 Solthbamd - Watectim of the vertical Mrvehme in theroadwayjnst north of the someone, (ii) US, Rome 29 Southbound - construction of a continuous 12 fool wide through Inc (with shoulders or guard rail a required by VDOT) starting at a point that is 1000 feet sort of the m dbsmsm st entrance, and standing south to Airport Road. (n) U.S. Route 29 Southbound - construction of dual left tum buten with tope at the crossover. (iv) U.S. Rome 29 Southbound - construction of right turn lapin with tapir to save nmtthermmtat entrance to SR 1515. (v) U.S. Route 29 Northbound - construction of a continuos 12 foot wide ilmugh law (with shoulders or guard rail as nosy be regemed by VDOT) ertmdng firm Praffit (Airport) Red (Route 649) to die Northwest PamW mtrmce. (vi) U.S. Route 29 Nodibotmd - construction of a riga hand trm lane at t" Southernmost entrance, the geormelrice of which will be subject to VDOT approval. (vii) U.S. Roue 29 Northbound - construction of loft tun line with leper its SR 1515. (viii) SR 1515 Eeatound - conduction and/or restriping To provide left tun Ime with toper. (ink) installation of a traffic signal with 8 phase tuun& video dilation and allocated momeetim impaovemww at the intersection with U.S. Rote 29. (x) Clow anamtg crossover at U.S. Route 29 mrd Southernmost Entratic to SR 1515. (xi) Proposed Fnutmce Read bene® North Pointe Boulevard and U.S. Rome 29. f5w.U IID (i) Lake Read and North Pointe Boulevard, in axordance with the ti®p cru eaOma Showa m Shat D-1, from Proffit Rod to eitherNortlhside Drive Bad or, if Wortside Drive East bow not yet been constructed to the roundabout at North. Pointe Banlervmd, Norm Pointe Boulevard shelf be extended to Northwest Powali The fauna shall Provide a fifty (50) feet public right of -way along Leake Road and shall construct a two-lme public area a be accepted by VDOT and as much of the other improvements shown no tee cava loctima a Possible within the available right-of-way as NwOmbly determined by the County Engium (n) The roundabout, err such other improvements as only be approved by VDOT and the Comity, at the nm,wdim of Leeks Road and Pru frit Road shown on Shat B ad an additional westbound right tam lane on Proffit Road from Leslie Road to U.S- Route 29 as shown m Shat E. In addition, for property acquisition that is required for the ofi site public rigMof-way for construction of the improvmtaow required by this Sectirm 5.3.1(a)(2xh), the Owner shall make a cash contribution Or provide a letter of credit in a form approved by me County Atmmcy far such purpose in the meant as deemed necessary for the property acquisition by the County Attorney, provided that such amount than not exceed nce hundred fifty percent (150%) of the County's favmakd value apptaisel proposed for acquisition and condemnation pmpoWIL The cash contribution or letter of credit dcwribed in this Section 5.3.1(a)(2)(hf) shall be used to pay for the total and of the right of way acquisition. The ental cost of the right of way requisition for the off-site property res esemy to construct the improvements required by this Saotiun 53.1(a)(2xu) shell include the normal Coate associated wilt acquiring Ind, buildings, d,uM e,, anomama cad other authorized imoulds by condemnation or by pmeham including, but net limited to, Ind acgai®tion, engineering, surveying, and reasonable sma eys fan The cash comnburion err the letter of credit shall be provided by the Owner within thirty (30) days upon request by the Comity. If the property is acquirod by putehmc, the conk'bution for the Poor price shall not exceed out hundred fifty percent (1500.) of the County's fain market value appraisal prepared for condeterna0onpmposes without the accent of the Owner. H the east of the right of way acquisition excce& the ®outs previously contributed, item the Own, shall reimburse the County all such excess Doom within thirty (30) days upon request by the County. The County shall refund to the Owoer of excess contributions upon ctmhpletim of the lad acquisition. (ii) Intentionally Ondtted (iv) An additional through Ione eastbound an Proffit Road from U.S. Route 29 to the roundabout at the intersection of Leake Road and Proffit Road. In addition, for property acquisition that is requited fer the offsite public rightof-way, for construction of the improvisations required by this Sodium 5.3.1(a)(2)(iv), The Owner "D make a cash contribution or provide a letter of credit in a form approved by the County Attorney for such purpose in the meront as deemed necessary for the property acquisition by the Comty Attorney, provided that such amount shall net exceed ma, hundred fifty percent (15De/) of the County's fair market value appraisal prepared fm aoquidlim and ecndemmtionpurposea Thecash contttbutim or letter of credit described in anis Satin 5.3.1(a)(2)(iv) shall be used to pay for the total con ofthe right of way acquisition. The total cod of the right of way acquisition fmthe off-site property necessary to construct the improvements required by this Section 53.1(a)(2)(iv) shall include, the normal costa associated with acquiring lard, buildings, stmclvrca, assmenm and other eothorixd interests by Condemnation in by practices including, but out limited e, land acquisition, cngmeering, surveying, and reasonable moneys fees. The cash contribution err the letter of credit shall be provided by the Owner within thirty (30) days upmrtquem by the County. If the property is acquired by pu,chswe the cmtnbmim for the purchase price shall not exceed ane hundred fifty parent (150%) of the Camry's fair market viler appraisal prepared for condmrmafon purpose; without the consent of the Owner. if to cod of the right of way acquisition accede the mount previously contributed, than the Owner shall reimburse the Comity all such ercem costs within do" (30) days upon request by the Comity. The County shell refund to the Owner all accts contributions upon completionef Poe land acquisition. r,. -atom of the Pone I Road Improvements Within fifteen (15) mordha after the issumm of the Stat building panut fm s commercial budding within the lands subject m the fed cmmw,cia1 subdivisions plat or site plan within the Project, or prim to the issuance of a certificate of occupancy for met building, whichever is i'e all of the Phase I Read Improvemmta shall be accepted by VDOT for public ffie or bonded for VDOT's acceptance if such Road mprovemarts are a primary highway, or accepted by VD0T lar public use or bonded to the Comity for VDOT'a acceptance if mein Red Improvements n a amcmdisy highway. (b) P6asc H Rad Immrovemeats. Prim to approval of the first site pion that would ,theme, the aggregate dammercia4 office and hotel gram Am ernt an shown On Shed A within the Project to exceed two hundred ninety thousand (290,0M) acquire fat, Owner shall obtain all meociated permits and post all associated bonds rognird IN r the construction of the following (colladvely, the "Phone D Road Ivprovemmm"): (1) Middle Entrance On, US Route 29INoorthsido Drive EuVSR 15701: (i) U.S. Route 29 Southbound-maamudim of a continuous 12 lout wide through lane (with shoulders or, guard rail as may be required by VDOT) starting at a point that is 1000 fat north of the Middle entrance and moseding to the pofm where it camads with me portion of the lane constructed purnimt to Swtia5.3.IL(a)(l)(u). (ii) U.S. Rause 29 Smtmbomd - construction of dual loft tam house with taper. (ir) US. Rote 29 Soumbound-conabuctiou of a right time lace with taper. (iv) U.S. Rome 29 Northbound -construction of a right hand tum lsoe arthe Middle Seemeoce, the geometrical of which will be object to VDOT approval (v) US. Route 29 Northbound- construction of left tum lane with taper. (vi) SR 1570 Easthomd - ooakodim of of reds ipng of lose - to rest in sepane 1cf, though and right tam movements. (vii) Famines rod Wedbound- ineitafetim of a traffic signal with 8 phase timing,vidm detetti= and associated intersection imllux"cmetds on U.S. Route 29. (ix)(vuf) Existing e o wverit Cypress Drive - coreatrucnm to close the eroesovar (ix) Frontage road from Cypress - Drive to SR 1570 - cmdroction of a public amend to awe Proportion currently assuming U.S. Route 29 through Cypress Drive. (2) Normside Drive Beat between 115. Route 29 and Norm Pointe Boulevard as shown On Sheet D -1 - Co -1. C myag*don of the Phase H Road Immrevemena Within fifteen (15) months after the issuance of the fast building Permit for a building withe the tends subject to the fust eubdivinim plat m site plan tie would authorize the aggmgptawommadaL office ad hotel gram flim mw a &bacon an Shed A within the Project to McNdtwo bandied ninety t Ow and (290,000) square last, or prior to tie iasunee of a certificate of ecupmcy for my buibling trim c w 93011 grow floor stu to excom two hundred likely thousand (290,000) square fact, wMehever is ether, all of the Phase R Rod Imptovemede SO be accepted by VDOT for public new m boded for VDOT'e acceptance if such Road Improvements are A printery highway, m accVW by VDOT for public we or bonded to the Comty for VDOT's acceptance if such Road halaDvemmta are a secondary highway. (c) pteur fR Rgsid Lrovereream. Prior to d mrlied of: (n) the approval of the that subdivision plot in site plan that would authorize the aggregate amber of dwelling unite within the Project to ennead five hundred thirty-three (333); (it) the approval of a suhdivisim plat m site plan for any development of either the Vul da Land Treat Property (Tax Map 32, Penal 22K) or the jwkmm Tend Property ('Tex Map 32, Parcel 221D or my portion memaf; m (h) The five (5) year anniversary of the data of isamse of the &at certificate of occpmcy fm a burldfag Or promises within the Project Owner shall obtain all summand. permits and poet all associated bonds required for the communities of the following rod rmprovencam in iia extort any mahroad impaovemmts hive lid already base completed: (1) Northernmost s�'==I; (opposite Lewis & Clark Drivel on U.S. Route 29: (i) U.S. Route 29 Southbound - construction of left turn lane with taper. (ii) Northwest Passage from U.S. Route 29 to North Pointe Boulevard. (iii) U.S. Route 29 Northbound - constuctim of a right hand term leve, the geometries of which wit be subject to VDOT approval. (v) If nor already constructed, North Pointe Bou ervard between Northside Drive East sod Northwest Passage. (v) If the traffic signal to be constructed by others is in place prior to Owner commencing work an this Northernmost Entrance, and such traffic signal only includes uses legs, Owncr shill add the fourth leg to the signal, which shell include additional neat arms, signal heads and ancillary equipment necessary in support Northwest Passage's use of the intersection, a detamhned by VDOT. If such traffic signal is xot in place and the vehicular traffic gmerand by the Project causes the VDOT signal warrants to be met, and VDOT nxprires that a traffic signal be installed as a condition of the entrance permit, Owner shall install such traffic signal. (2) Notwithstanding my other provision contained in this Proffer Statemem, within me hundred eighty (1 80) days after written notice from the County that it intends m build an elementary school on the School Lot (as "School LoV is defined in Section 9. 1), the Owner shall submit road plans for the construction of Northwest Passage limn North Pointe Boulevard to U.S. Route 29 to VDOT and to the County for review, and when satisfactory, approval. Furthorcruom, within twelve (12) months after issuance of the building permit fer construction of the clemently school, and if not already completed, Owner will complete (i) Northwest Passage from North Pointe Boulevard to U.S. Route 29, (ii) the improvements ad forth in Section 5.3.1(cxl) above, and (iii) Norm Pointe Boulevard from Northside Drive Fist to Northwest Passage. To allow the development of the School Lot, the Owmx shell grant an ter parosy easements as necessary to allow ingrem and agrees fur vehicles and construction eepuprem. grading, the installation mid maintenance of a ision and sediment control structures m measm and my other associated construction easements, as such temporary taaemmis aro shown on the subdivision plat m site plan for the School Lot and initially agreed to by the Owner and the developer of the School LoL Cormletion of the Phase Hl Road Imorevemma. Within twelve (12) months after the Occurrence of the applicable event in Section 53-1(c) which required the Owner to obtain all associated pounds and pod all associated bonds required fm the construction of the Plea Ill Rod Inpmvemmtk all of the Pheas ID rod unpnevameum shall be accepted by VDOT fim public haw or bonded for VDOT's acceptance if such Road fmprovemenm are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Rod Improvements are a samdwy highway. 5.32 Upon request by the County, Owner shall crake a cash comtributim to the County, or VDOT for the coat oft cable or wireless radio system that will link me w more of the signals between Lewis ad Clerk Drive and Airport Road; provided, however, that the total cash contmbmion shall non exceed thirty --five thousand dollars ($35,000). Subject in matters options majeme, if the County does not r,qued the funds, or docs request the funds but We construction of the system does not begin by the 1= of December 31, 2010 or lira (3) years after completion of all of Poe Rod herprovemaffi, and holds shall he refolded to the Owner. 5.33 Prior to the approval ofplana fpr improvements at my U.S. Route 29 intersection, Owner shall provide VDOT traffic sigael idwerk timing Plana that VDOT fends accepibly d,Gma the topics; of the proposed traffic signals for peak trmSc perods. 53A R 'ma1 Trmaaortorm SGtd Cask CaHtibmt . 1Jpm requwt by fie County, Owner shall make a cash ewtnbutim of one huu&W thousand doll= (SI00,0W) to die County for the purposes of funding a regional uaagx neem study for the Route 29 uwrridm, which includes the Salm Fork and North Fork of the Rivernu River and the Edlymed.Growlh Anes of which Norm Pointe is a prof- The contribution shag be male within thirty (30) days atter requested by we County anytime after the nt¢esing is approved If the request is not made within me (1) year atm the date of approval of the find Gas! Bite plan for the fun c cluW building within the product, this proffer shall beamc mLL and void. H such cub contribution is ant expanded for the stated purpose witlua tun (3) years from the date the funds were contributed m the County, all mwxpended finds shall be mtmned to the Owner. VI. OPEN SPACE AREAS AND GREENWAY 6.1 Pedestrians Pathwer". An pedestrian pathways shall be classified use shown on the Pedestrian Pathway Key m Shed G and, except fier the pathways in be constructed by the Camty, shall be shown on the subdivision plot err she plan for dm underlying or adjacent lads within tee Project The pathways soon be eDnstrucW by Owner n Ceras A m Class B roti tie identified on Shed G, and in accordance with the applicable design and construction 9tandm3s in the County's Design Sum ads Manuel. Such construction sball be in conjemctim with the improvements for the subdivision plat or site plan, a the me may be, and bonded with the smuts if tie pathways me a subdivision improvement, or with a pmrfmmance bond if the pathways aro a site plan improvement The pathway shown m Shed G along Flat Branch north and south ofNardudde Drive East shall not octlme through a culvert if a culvert fs used for the ,undo crossing. The pathway intended for the culvert between Park E end Pink F under North Pointe Boulevard stall confom to the applicable standards in VDOT's "Subdivision Strut Cuidanee" and Owner shall mauman the pathway if it is not accepted by VDOT for maiutenmcc. 62 Lake. Upon request by the County, Owner than dedicate to the Coomy the lake shown =the Application Plan for public wF provided that such lake will he available for maby Owner fir domwater management as described in Shat C to the Application Plm ,,Wad "StonowenrManagamem and Sneer Conservation Pam" C'Sbeet C'), VII. THIS SECTION INTENTIONALLY DELETED ENGINEERS SURVEYORS PLANNERS PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Librnrv. (a) Upon request by the County, Owner shall dedicate to the County the fee suiple, interest in the Ind shown out Shed B an a library, consisting of a 15,000 square foot fully graded pad site, with utilities, to mrommcdate a 12,500 square foot building footprint, a five foot perimeter strip and up to a 25,000 square foot building, together with a nonexclusive sentiment to the adjacent coon area for ingress, agrees, construction staging and sufficient County Code required parking, denmwater detention and water quality facilities for the location of a freestanding Jefferson -Madison Regional Library and such otter uses that are compatible with the Proposed sum®ding uses, ae derternimcd by the Comity (the "Library Lot"). Nutwithabmdmg the terms of the prior alliance to the contrary, if the requirements for the lihuosy building require a larger building Footprint, this County may aathorize the library building footprint to be larger than a stated in the prior sentence, provided, however, that the size of the arca shown as `Park- H" m Shed B ("Park H') and/or the size of the adjacent parking arca immediately north of the Library Lot ou Shed B (the "L,brary Paddng Loel shall be adjusted accordingly to accommodde such larger building footprint. The Owner shat not be responsible Por my utility tap fees, but Owner shall cmnpleto constrnetion of the Library Parking Lot and other parking areas serving the Library Lot. The Owner shall permit the Courcy in use the Library Fuelling Lot and/or, if not already constructed, Park H, for purposes of construction staging. Within twelve (I 2) months albs wrium notice Gun the County that it intends to begin construction of the library, the Owner shall make the mom noels and the area of the Library Paddng Lot available with at least a fon inch compamed atone base for use as access and mnshuction staging. Such street access saving the Library Lot and the Library Parking Lot shall be completed and available for now m later than ten (10) months afttr issuance of the building permit for the library, provided, however, dim asphalt pavement in areas used far wnatructim staging by the County shall ant be requited to be installed until thirty (30) days (or such longer reasonable time as may be tnerxim ry due to wesiber conditions) after the County ha removal its oomserneion-related materials and equipment Upon the request of the County, Park H shat also be dedicated to public use, but the Owner shill not be responsible for maintaining such parr. Owner shall be responsible for main m of the Library Parking Int and other parking species saving the Library Lot and the Canty shall have no obligation to be a member of my owr,'s association. The Comity's request for dedication of the Ind far the Library Lot and Park H shall be nide within three (3) years following the letter to Occur of(l) issuance of the Brat residential building permit within the Project, (d) Owner's completion of the ivftastructuro (including but not limited to streets, water, newer, electric, gas) required for the use of the library Lot, or (Iii) December 31, 2010. Ifa request for each dedication is met made within three (3) years following the later of these dates, this proffor will he mer and void (b) GrewR In the event that the requirements for the library buDdang require a larger building footprint, all the County elects to suthorize the b'hrary building footprintro be larger them 12,500 square fat puesumt to satin 8.l(a) above, and in the from, event that the building is developed a a condominium and the Courcy requests the Owner to assure ownership for a porion of the larger building, Owner shall accept such ownership at a reasonable price upon which the parties may morally agree, and shall contributes to the County, to a Iran ram basis based an the Proportional size of the portion of the library balding owned by the Owner ,dative to the size of the hibrar , holding as a whole, the cost of designing and Madoo ring loch building. These cods may mcludq if deemed by the County, installation of s "Wes roof" and my additional =person associated with structurally reinforcing the roof as recemary to rapport tho green mot Within ten (10) days after receipt of a requed for payment by the Comty, that is eocempmued by documentation to supportt the progress payment amount as provided in tie contraction contract, the Owner shell mbmit such payments to the Comity. AhamdivdX in the event the County elects to design the library building as a Leadership ill Energy and pov'vommmal Design ("IEBEObuilding, the Owner abaft contribute to the Cooly, on a pro rate basis based an the proportional dwa of the portion of the library building owned by the Owner relative a (he size of the hibauy, building as a whole, the additional costs of Milianunng the library building to obtain LLIED-catificatim for the building. Within tut (10) days ager receipt of a n quint for payment by the Courcy that is accompanied by doc>unmtetion b rapport the progrempayment amort w provided in the construction contract. the Owner shall submit such psymmis a the County. The design of the green roof, or the criteria utilized n obtain the TEED ewtificatio4 n applfwble, then be io the County's discrubm 82 Affordable Hondas. Subject to the tens and conditions of this Section 8.$ the Own, shall provide a mi ntomon of forty (40) 'Yen -sole residential dwelling units as affordable dwelling unite, a minimum of sixty-nine (66) 'Yoh -ret' residential dwelling units an affordable dwelling omits, and a minimum of four (4) Carriage House Units (as Ceniege House Uinta are defined in Section 8.2(d)). The forty (40) "for -sale' residential dwelling units shall be compelled of the following type of dwelfng units: twelve (12) from multi -family, twelve (12) limn "other' (consisting of townhmias, duplexm, attached housing condmminirune in the commercial area and olhar madmlified housing types); and sur am (16) from angle family demcbed, sack a the sole prices and media the terms and conditions ad form in tibia Section 8-2. The Owner than convey the responsibility of constructing the affordable units to the subsequent owlets of lots wither lite Property. (a) Multi -Family and "Omen' For -Sal Affndille Units. For multi -family and "otb,t' for -sale affordable dwelling units within the Property, such affordable units abaft be affordable to households with incomes lam than eighty Pasant (80%) of the SUCH median family income (die "Affordable Unit Qualifying Income'), such that the bmshW costs consisting of principal, interest real estate coxes end hm,dw,mm hnmsance (PITT) do ret exceed thirty Percent (30%) of the Affordable Unit Qusifying ncome. provided, bowever, that in no event shall the selling price of such affordable .mita be less than the grater of One Hundred Nindy Thousand Few Hundred Doll= (S190,400) or sixty-five percent (650%) of the applicable Vmginia Housing Development Authority ("WIDA') —do— mortgage for firsttaxhere" buyers at the begmmng of the 90 -day identification and qualification period referenced in Section 8.2(f). (b) SmUlt, Family Dowelled For -Salo Aft Mable Use ("Modurand -Priced fn >e'1. For eagle family detached for -sale affordable units within the Property ("MOder WY- Pniced Lhuta'), such Modamtely-Priced Units shall be affordable to households with incomes leas than one hmened twenty percent (120•/) of the area median family income (the "Madmmely-Priced Unit Qoah*mg Itnmme), such that the housing an= eansialmg of PM do not mcaed thirty percent (300%) of the Moderately -Priced Unit Qualifying Income, provided, however, then rim event Budd the selling price of such Modernly -Priced Unts be requhmd to be law than the greater of Two Hundred Thirty Hight Thousand Dollars (5238,000) or eighty percent (g0%) of the applicable VHDA maximum mortgage for fird-tone home buyers at the beginning of the 90•day, identification and qualification period referenced in Section 82(t). (c) For -Rout Affordable units. Fm a period of five (5) years following the ,late the oatificde of occupancy me issued by the County for each for -ret affordable unit, err until the units sen sold as low in mo6emW test =is gmafitying an such order eith, the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Dervclopmenf Seetim k whichever comes fast (the "Affordable T®), such unit, shall be rented to households with incomes law t= the Affordable Unit Qualifying become. No for -rant affadable unit may be counted mora then once rowands the comber of Imam affordable dwelling umrw repented by this Salim 82- 0) C c of ]mutest All deeds conveying my interest in the im- rent affordable units during the Affordable Tem shall comae language reciting that such mil is abject in the tam of this Section 82(c)- In addition, all contracts Pertaining to a conveyance of my fm -mm affordable suit, or my pat thereof, during the Aflmdable Term, shall contain a complete and fill disclosure of the restrictions and controls estabadad by this Section 82(c). Prior to the coaveym,, of my interest in my for -rem affordable unit during the Affordable Terry thee thmomrent owner shag notify the Comity in writing of the conveyance and provielc the name, address and telephone number of the potential Science, and state that the requirements of this Section 8.2(c)() have bean satisfied DESIGNED BY: PS DRAWN B AB REVIEWED BY: DJM WWA NUMBER: 206095.04 NORTH POINTE NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN TITLE: ZMA PROFFERS FILE NAME: I SCALE: DATE: 609504C—CO2.dwg HV-AI/a 1 3/10/08 SET REV. NO.: 1 DRAWING NUMBER: C-2 2of16 2E (ii). Annual rtin During the Affordable Term and within ninety (90) days following the end of each calendar year, the then -current owner shall provide to the Albemarle County Housing Office a certified annual report of all for -rent affordable units for the immc &ately preceding year in a form and substance reasonably acceptable to the County Housing Office. Subject to all federal, state and local housing laws, and upon reasonable notice during the Affordable Terni, flit then -currant Owner shall make available to the County at the then -currant Owner's premises, if requested, any reports, copies of rental or lease agreements. or other data pertaining to rental rates as the County mayy reasonably require. (d) C'arriacYc House Units. Carriage House Units shall meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Code, shall be on the same parcel as the primary dwelling unit to which it is accessory, and shall not be subdivided from the primary residence ("Carriage House Units'). The subdivision restriction shall be included on the plat creating such parcels and be incorporated into each deed conveying title to such parcels. (e) Each subdivision plat and site plan for land within the Property which includes affordable units (which, for this Section 8.2(e) shall include Moderately -Need Units) shall designate the lots or units, as applicable, that will, subject to the tams and conditions of this proffer, incorporate affordable units as described herein. The first such subdivision plat or site plan shall include a minimum of three (3) such affordable units. Thereafter, and until the total number of affordable dwelling units proffered hereunder shall have been fulfilled, the Owner shall provide a minimum of three (3) such affordable dwelling unite per year. Each final subdivision plat and final site plan also shall include a running total of the number and percentage of aflbrdabla units previously provided and proposed to be provided by the subdivision plat or site plan. For purposes of this Section 8.2(e), such units shall be deemed to have been provided when the subsequent ownerlbuilder provides written native to the County Housing Office or its designee that the unit(s) will be available for sale, as required by Section 8.2(f) below. In the event that the Owner provides mora than three (3) affordable dwelling units in a single year, the owner may "carry over" or "bank" credits for such affordable emits, such that the additional affordable units which exceed the minimum annual requiremani may be &located toward the •minimatn number of affordable units required to be provided for any future yw.- The maximum -number of affordable units that may be carried over or barked shall not exceed twelve (12) per year. Notwithstanding the terns of this Section 8.2(e) to the contrary, upon the written request of the Owner, the County may authorize an alternative Process and/or schedule for the provision and/or delivery of such affordable units upon a determination that the request is in general accord with the purpose and intent of Section 8.2 andlor otherwise furthers the goals of providing affordable housing in the County. (f) All purchasers of the for -sale affordable units shall be approved by the Albermarle County Housing Office or its designee. The subwqucat owner/builder shall provide the County or -its designee a period of ninety (90) days to idatify and prequalify an eligible purchaser for the affordable unit. The ninety (90) -day period shall commence upon written notice from the then -currant owner/buiWer theft the umit(a) will he available for sale. If the County or its designee does not provide a qualified purchaser who executes at contract of pu rebase during this ninety (90) -day period, the them-cmTeot ownerlbmlder shall have the right to wH the units) without any restriction on sales price or income of the purchaser(s), provided, however, that any unit(s) sold without such restriction shall nevertheless be counted toward the number of affordable units required to be provided pursuant to this terms of this Section 8.2. The requirements of this Section 8.2 shall apply only to the first sale of each of the affordable units. (g) The County shall have the right, fiamn time to fume, on reasonable notice and subject to all applicable privacy laws, to inspect the records of Owner or any successors in interest for the purposes of assuring compliance with this proffer. (h) C�hb_Proffg. Within sixty (60) days after the Board of Supervisors approval of ZMA 2000-009, the Owner shall cause to be contributed three hundred thousand dollars ($300,000) cash to the County of Alberna rle for the Albemarle Housing Initiative Fund or such other similar fiord as may be established or authorized by the County. The contribution shall be to fund affordable home ownership loan programs within the Project and other areas of Albemarle County, including those provided by non-profit housing agencies such as the Piedmont Housing Alliance, Habitat far Humanity, and the Albemarle Housing Improvement Program. If such cash contribution is not expended for the stated purpose within five (5) years from the dabs tine funds were eoonbutted to the Comity. all unexpended fiords dAll be refunded to the Owner. IX. EDUCATIONAL AND OTHER PUBLIC FACIIdT EES 9.1 FjMW1W S&O01 Site. Within two hundrod severity (270) days following request by the County, Owned' shall dedicate to the County the land shown on the Application Plan as 'Tlemerztary School 12.85 Acres Schematic Layou f , consisting of approximately 12.85 acres (or a smallr portion of such land in the County's sole discretion) (the "School Lot"). Prior to dedication, the School Lot shall be graded and compacted by Owner to a minimum of 95% compaction as measured by a standard Proctor test with suitable material for building constriction as certified by a professional engineer or as otherwise approved by the County Engineer to establish a fully gmded tad site to accommodate an elementary school. The recreational field improvernents shown on the Application Plan shall be fine graded and have top soil and soil amendments added, and the mains for an emdergmund irrigation system serving the recreational fields shall be installed. Such improvements shall be ressorrahly equivalent to those existing at the zecreatiomal fields at Baker -Butler Elaneitary School, exclusive of any above ground improvements. The pedestrian pathways as shown on the perimeter of the School Lot on the Application Plan shell be reflected on the subdivision plat pr+eparod by Owner creating the School Lot and the pathways shah be installed when the site is graded for the recreation fields.The Owner shaA provide all utilities to the School Lot. The dedication shall include em ments across ss Owner's land for access to and use of Storm Water Basma, 5 and 10 shown on the Application Plan, together with alltemporary construction easements to allow Storrawater Basin 10 to be redesigned and enlarged, if necessary, to accommodate the &drool Lot stormwrmter. The School Lot shall be used as an elementary school site, but if the County determines that the School Lot will not be used as an elementary school site, it shall be used by the County for park and recreational purposes serving both the North Pointe city and the region. If the County does not request by December 31, 2010 bust rho School Lot be dedicated, the Owner shall be under no farther obligation to dedicate the School Lot for the purpose described herein, but shall, by January 30, 2011, contnibutc five hundred thousand dollars ($500,000) cash to the County to be used by die County for projects identified in the County's ('.IP reasonably related to the needs of the North Pointe community, and in such event the School Lot may be used for other residential purposes as approved by the County after request by Owner for an amendment to the Application Plan. After dalication and before the County uses the School Lot for a school or for park and recreational purposes, and if requested by the County, Owner shall maintain the School Lot until requested by the County to no tomager do no, subject to the Owner's right to exclusive use of the School Lot for park and recreational purposes. Such park and recreational purposes shall be only those uses shown on an approved final site plan or subdivision plat for the area that includes the School Lot. Upon being requested by the Comity, Owner shall casae all use and maintenance of the School Lot and remove all improvements established by Owner that the County requests be removed. The County shall not be obligated to pay Owner for any improvtmcnts established by Owner that the County retains. The deed of dedication for the School Lot shall provide that if the County accepts title to the School Lot and then does not construct either a park or a school within twenty (20) years following the date the Board of Supervisors approves ZMA 2000-009, then upon Ownees request title to the School Lot shall be transferred to Owner at no expense to Owner. MOVED PROFFER TO PREVIOUS PAGE AND ADDED STREAM CROSSING SP TO THiS PAGE NO. I SHEET REVISION PCS 9.2 Bas Ma Tu offs, B Stora Imnr ovenwW& and But Service (a) Owner shall construct ten (10) public bus stop turnoffs as shown on the Application Plan, or otherwise two (2) in the southerninost residential area, four (4) in the con nmvial areas stat four (4) in the other residential areas, each in a location mutually acceptable to Owner and the County. The bus stop ttnnofffs shall be approved with street consr+tetion plans for the Project and bonded and constructed with the streets. (b) Upon the request by the County, Owner shall contribute the total sum of tweety five thousand dollars (525,000) cash towards the design and construction of the above ground bus stop improvements such as benches and shelters meeting standards established by the County at each bus stop. Ifthe County does not raluest•the funds, -or requests -the Ainds but does not construct the bus stop improvements by the later of December 31, 2015 or three (3) years after completion of the road network that includes the bus shop turnoffs, then subject to matters of force majewe, the unwq wdod funds shall, in the discrWon of the County, either be returned to Owner or applied to a project identified in the County's capital improvements program within or adjacent to the Project that benefits the Project. (c) Within thirty (30) days after the introduction of public transportation to the Project, Owner shall contribute twenty-five thousand dollars ($25,000) casb to the County to be used for operating drpensas related to such service, and shall dureafter annually contribute TwantyFive Thousand Dollars ($25,000) cash to the County to be used for operating expenses related to such service for a period of nine (9) additional years, such that the total funds contributed to the County pursuant to this Section 9.2(c) shall not exceed Two Hundred Fifty Thousand Dollars ($250,000). If the introduction of public hwtsportatien to the Project does not ves ZMA oornmen (by the afterof ten (1-0) years after the date of the issuanoeeBoard of of the fustueerit�cat of occcupanr y for the first or seven {'1) years oammereiaJ building within the Project, this Section 9.2(c) shall beeorne null and void X. ACCESS TO ADJACENT PROPERTIES 10.1 Dedigdion o[ BMIi -of-Worn-Extension to P&LW UE. Unless the dedication of public right-of-way and the construction of such street are required in co rjunction with the approval of a subdivision plat under Albemarle County Code § 14409 and related sections, or than successors: Owner shall reserve the fifty (50) foot wide right-of-way located within the arca shown on Sheet B and identified as a "50' R.O.W. Reserved for Fltmre Dedication" connecting a right- of-wtty from One proposed middle entrance road into North Pointe to the southern property line of Tax Map 32, Parcel 22E (` n4fP 32-22E"). Prior to the issuance of a building permit for Building 32 as shown an the Application Plan, Owner shall record in the Clerk's Of5ce of the CUWit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use £err road purposes, the ams labeled "50' R.O.W. Reserved for Future Dedication." Owner acbmwledges that if it is not part of a subdivisian plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32-22E shall have been upzened; and (ii) that prior to its use for road purposes, tine shall have been constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use err bonded for VD "s acceptance. Al. the time of the construction of the access road serving Building 32, the Owner shall constrnci the intersection curb radii or ttoe road serving TMP 32-22E and extend construction of such road for at least a n4ni mm of one hundred (100) feet from Northside Drive East The Owner shall also place at the end of such extended road, a sign, approved by the County, advising and nodfyiing tate public that such right-of-way is the location of a fudge road extension. Owner shall grant temporary mon easements as detemminod necessary by the County Engineer to allow for the mad to be eottended to 7W 32- 22E, which construction casements shall be on Owner's property and outside of the dedicated right -of -Way, and shall be established by the applicable site plea No improvenJUMS shall be lm4te d wi&in the temporary construction casements until eoesduation a such road has bean cowlevA . 10,2 to Tax Man 32A. Seettim 2. Parcel 4 fewnal at NgLthwoods Mobile Hone Paris Ptetme & Unless the dedication of public right-of-way and the construction of such strait arc required in conjunction witb the approval of a subdivision plat under Albermarle Comay Code § 14AW and related sections, or their successors: Owner shall reserve an area in the location labeled "50' R.O.W. Reserved for Future Dedication" at the eastern and. Of the main commercial access road from U.S. Route 29 on Sheet B for access to Tax Map 32A, Section 2, Penial 4 (`TMP 32A-2-4'). Prior to the issuance of a building permit for Building 6 or Buildings Vl through V6, each as shown on the Application Plan, whichever is<earH Owner shall record in the Clerk's Office of the Circuit Court of Albpnxrle County, a currant, irrevocable deed of dedication dedicating to public use for toad purposes, the fres, labeled "50' R.O.W. Reserved for Future Dedication." Owner wknowlodgm that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the. following conditioona: (1) that TMP 32A-2-4 shall have been upzoned; and (ri) that prior to its use for road purposes, there shall have been constr uctvd on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the roundabout serving Building 6 read Buildings V1 duough V6 the Owner shall construct the intersection curb radii and eztettd txmstr'uction of the road for a .distance of at least thirty feet beyond the roundabout, The Owner shall also place at the end of such extonded road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. After dedication and before the conditions of the dedication have been satisfied. and if requested by the County, Owner sbaU maintain the dedicated land until requested by the County to no longer do so, subject to the Owner's right to exclusive use of the dedicated land for park, recreational, and/or greenspace purposes. Upon being requested by the County, Owner shall cease all use and maint ooamce of the dedicated land and remove all improvements established by Owner (if soy) that the County requests be removed. Owner shall grant temporary construction eairments as daw mined necessary by the County Engineer to allow for the road to be cd(mded to TMP 32A-2-4, which duction casements sball be on Owner's property and outside of the dell cried rigirt-of-way, and shall be established by the applicable site plan. No improvements shall be kneed within die temporary construction easements until construction of such road has been complete& n li IGNATORY 12.1 C The undersigned certify that they are the Only owners of the Property, which is the aMerd of ZMA 2000-U9 and SP 2002-72. 12.2 T n Ove r . These prof m shall run with the Property and each reference to Owns' within these proffers shall include within its meaning, and shall be binding upon, Owner's suooenor(s) in interest and/or the developer(,) of the Property or any portion of the .y . - . ... .. . (Signature Pages immediately Follow) This Proffer Statement may be signed in counterparts and/or via facsimile with the same full fierce sad effect as if all signatures were original and on one docament. Siggkm ofCaniract Pumbew and All Owners Date: L1i �0'b BY I DATE I N0, Contract Purchaser.- NORM urchaser:NORTH POINTE , LLC By- Great Eos art y, By: its:Lo SHEET REVISION COMMONWL'ALTH OF VIRGE41A CITY OF CHARLOTTESVUJ E The undersigned Notary Public in and for the jurisdiction aforesaid hereby certifies that Charles Rotgin, Jr., whose name as President of Great Bastam Management Company, Manager of North Pointe Charlottesville, LLC, a Virginia limited liability company, is signed to the foregoing Proffer Statement bearing the date as oRI IL , 2006, acknowledged the same before me in my iurisdiction aforesaid on behalf of said ' ted liability company. Given under my hand this l if- day of U i 1 i - 2006. My commission expires: 1" iQVC C -h 3l . �m _I_z - [SEAL) otary Public VIRGINIA LAND TRUST By. add it$rxv ee Date: COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE The undersigned Notary Public in and for the jurisdiction afar s6d hereby cea'tifios that Charles William Hurt, whose name as Trustee of Virginia Land Trust, a Virria land trust, is signed to the foregesing Proffer Statement bearing the daze as of o , 2006, acknowledged the same before me in my jurisdiction aforesaid on behalf of said nut Crivlat under my hand tins .ZL"r glay of_ "tom 2+006. My commission expires: 0 2009 [SEAL] le . v Notary Public ViOLET H1L1ASS0CIATE8, L_L.C. By Date:its: l IUM COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE The undersigned Notary Public in and for the jurisdietion aforesaid hereby certifies that Charles William Hurt whose name as Manager of Violet Hill Associates, L.L.C., a Virginia limited liability, company, is signed to the Proffer Statemeatbearimg the date as o „ t,( o 2006, acignowledged the same before me in my jurisdiction aforesaid on behalf of said limited liability comilmy. Given under my hand this tlo day of , 2006. My commission expires; iwli< 3nr 204.:a, (SEA1,]Notary Public CWH PROPERTIES L1IIvf1TED PARTNMSLUP By. Date its7-aberfil COMMONWErALTH OF VTRGINIA COUNTY OF ALBEMARLE The ruxleasigned Notary Public in, and for the jurisdiAioo aforesaid hereby certifies that Charles William Hurt, whose name as General Partner of CNK Preoperties Limited Partnership, a Virginia limited ptdrti mhip, is signed to the foregoing Pro$ar Statement bearing the date as of ' zoo 2006, adnowiedged the same before me in my jutisdiction aforesaid on behalf of said parittarelup. Given under my band this day of , 2006. My oommission expires: -SL* i:eM _ (SEAL) Notary Public Date: 7–,:11,o lv EDWARD R. JACXSON TRUST By: Bank of Agj&& NA. Trustee .cV BYits. �eet, COMMONWEALTH OF VIRGINIA CITY OF CHARLOTTESVILLE The nnd�enst�° ed, lrotarty Public in and for the jurisdiction aforesaid 11preby oertifies that ,.6 _, whose risme as of Bank of America, NA, Trustee of the Edward R. Jacloson Tnst, is kpW to the 1byegoing Proffer Statement bearing flu date as of a. 2006, ackwiledged the some before me in my jurisdiction aforesaid on bcbalf of mdd Trust. Given under my hand this ol day of .2006. My oom fission expires: [SEAL] Notary lie 11 UN275754.17 1232007x3 1261446vtx BY kaAaONAL DATE . t COUNTY OF ALBEIVIARLE Department of Community Development 401 McIntire Road, Room 227 ChsriottosvfIle, Virginia 224A2 -O% Phone (434) 296-5832 Fax (434) 977.-4012 March 13, 2007 Valerie W. Long Williams Mullen 321 East Main Street, Suite 400 Charlottesville, VA 22902 REr SP 2006434 North Pointe - Stream Crossing (Slgn #8) Tax Map 32 Parcel 2212 Dear Ms. Long: On February 14, 2007, the Albemarle County Board of Supervisors took wtion'on Sl 2006--034, North. Pointe Stream Crossing, to allow fell in the floodplain of Flat Branch Creek for a road crossing to provide access for residential development on Tax Map 32 Pan wl 22K in the Rivanna Mugistwial District This special use permit was approved bwM-on the following conditions; 1. County and VDOT approval of tide final lane configuration for the Northwest Passage over the stream crossing with tate final road plans; 2. County and VDOT approval of final design plans and hydrologic/hydraulie computations for the stream crossing; 3. The applicant must obtain a map revision, letter of revision, or letter of amendment as required from the Federal Emergency Management Agcncy (FEMA) and copy the County Engineer on all correspoadeuce; 4. County approval of a grading and an erosion and sediment control plan prior to the issuance of a grading permit for modification of the existing stream crossing; 5. Natural Resources Manager approval of a stream buffer mitigation plan prior to the issuance of a .grading permit for modification of fire existing stream crossing; 6. Provide an informal planting of mixed tree and shrub species and sizes to compensate for rwnuvexd vagetatit„r, and luw-gimwinb plants ter stabilize slopes in the "proposed landscaping areas" shown on the plan submitted for ARB review entitled "Proposed Entry Layout with Landscaping North West Passage Intersection @ Routc 29 North" with revision date of 12-04-06. 7. Provide large shade trees on the north and south sides of Northwest Passage, along the sidewalk and space reserved for. the sidewalk, two and one half inch (2%') caliper minimum at planting forty.feet (401 on canter, for a minimum distance of four hundred feet (4001) from the existing edge of pavement of Route 24 North; 8. Provide trims in the median of Northwest Passage, beginning at the point closest to Route 29 i North that can be.appwved i y VDOT and wdsi ding for a minimum distance of four hundred feet (400') from the existing edge of pavement of Route 29 North. The planting shall take the form of a continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches (1 K* ) to two and one half inches (2'12" ) caliper and evergrom trees ranging from four feet (4) to six feet (6') in height; 9. All of the above -noted landscaping shall be shown on the road plaits submitwd for Northwest Passage. The plans shall include a complete planting schedule keyed to the plan. The plans are subject to approval of the Design Planner, 10. Desiga details of the retaining walls, including column cap design, pier design, stone finish, other, materials, etc., plant size and planting configuration shall be shown on the road plants and are subject to approval of the lksign Planner, and 11. If the use, structure, or activity for which thus special use permit is issued is not conuttenced within sixty (60) months after the permit is issued, the perinit shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. Please be advised that although tub Albemarle Comity Board of Suporvbors tools aetion on tin project "ed above, no uses on the property as approved above may lawfully begin andl all applkable apptbvaab have been received and conditions beive boon met This includes: • complianee wilt conditions of the 13PECiAL USE PERMIT; • apPrOval_of86d•corb• ii1Jk* ik, StrE-PLAN- and' • approval of a ZONING COWLIANCE CLEARANCE. In the event that the use, structure or activity fbr which this special use permit is issued is not commenced within sixty (60) months from tho daft of Board approval, it shall be deemed abandoned and the permit terminated. The term "commcnced" mesas "construction of any structure necessary to the use of the Permit." Ifyou have questions or comments rogatding the above -noted action, please do not hesitato to contact Shcxri Proctor at 296-5832. ` Sincerely V. Wayne cArnbarg Director of Planning V W.Clact• Cc: North Pointe Charlottesvilb, LLC C/O Great Eastern Management Co. P.O. Box 5526, Chsrlottcsville, VA 22905-5526 V irginis T..and Trust; Charles Wm Hurt & ShirleyL Fisher Trustees P O Box 8147, Charlottesville VA 22906 Amelia McCulley Tex Weaver Chuck Proctor Sherri Proctor ABBREVIATIONS LEGEND EXISTING NEW DESCRIPTION EXISTING RCP CONTOUR (INTERVAL AS 500 500 INDICATED ON SITE PLAN) + 499.50 + 499.50 SPOT ELEVATION ARV AIR RELEASE VALVE HEDGEROW FLUORIDE RT TREE LINE (LIMITS OF CLEARING BC BACK OF CURB AND GRADING) - - - R/W CENTER/EDGE OF STREAM 1h 1h ab EDGE OF PAVEMENT GALVANIZED , PROPERTY LINE RAW R/W RIGHT-OF-WAY - - - - TAX MAP LI N E SAN SAN SANITARY SEWER HIGH DENSITY POLYETHELENE SQ STORM SEWER W W WATER LINE TOB S.S. TOP OF BANK TOS CURB & GUTTER TOE OF SLOPE TW TW TRAFFIC WIRE OHE OHE OVERHEAD ELECTRIC LINE OHT OHT OVERHEAD TELEPHONE LINE UGE— —UGE— UNDERGROUND ELECTRICAL LINE UGT UGT UNDERGROUND TELEPHONE LINE UGU UGU UNDERGROUND UTILITY (GENERAL) GAS GAS GAS LINE SAN FM SAN FM SANITARY FORCE MAIN ---y`�--%�— TBA ABANDONED OR DEMOLISH UTILITY CO CLEAN OUT FENCE LEFT TBR TO BE REMOVED CONC —0 n 0`�o 0 FENCE WITH GATE o TC TOP OF CURB CP NEW DRAINAGE STRUCTURE — D$ — STRUCTURE NUMBER NOT IN CONTRACT N EW SAN ITARY TYPICAL CY STRUCTURE S4 — STRUCTURE NUMBER NOT TO SCALE UG DESCRIPTION ATE til WATER METER <FH FH FIRE HYDRANT Y. DUCTILE IRON PIPE FIRE DEPARTMENT POLYETHYLENE I'D° CONNECTION 'WV � WATER VALVE ®GV ®GV GAS VALVE sT ELECTRIC STORM SEWER MANHOLE ser" WT SAN. SEWER MANHOLE °B F0_L__1 CURB DROP INLET POLYVINYL CHLORIDE ® DROP INLET R0 —t0 SANITARY CLEAN OUT # LIGHT POLE X33 TELEPHONE POLE WITH GUY WIRE & ANCHOR -O- -�- POWER POLE • TREE - - SHRUB AFF ABOVE FINISHED FLOOR EX OR EXIST EXISTING RCP REINFORCED CONCRETE PIPE AHD AHEAD FF FINISHED FLOOR REQ'D REQUIRED ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT BC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY BF BUND FLANGE GALV GALVANIZED SAN SANITARY SEWER BM BENCH MARK HC HANDICAP SD STORM DRAIN BK BACK HDPE HIGH DENSITY POLYETHELENE SQ SQUARE C/C CENTER TO CENTER HK HOOK S.S. STAINLESS STEEL CG CURB & GUTTER INV INVERT STA STATION CIP CAST IRON PIPE IPS IRON PIN SET STD STANDARD Ct' CENTER UNE IPF IRON PIN FOUND STL STEEL C.L. CHAIN UNK JB JUNCTION BOX SW SIDEWALK CMP CORRUGATED METAL PIPE LF UNEAR FEET TBA TO BE ABANDONED CO CLEAN OUT LT LEFT TBR TO BE REMOVED CONC CONCRETE MH MANHOLE TC TOP OF CURB CP CONTROL POINT NIC NOT IN CONTRACT TYP TYPICAL CY CUBIC YARDS NTS NOT TO SCALE UG UNDERGROUND DIA DIAMETER O.C. ON CENTER UON UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE PE POLYETHYLENE W WATER UNE EL ELEVATION PROP PROPOSED WM WATER METER ELEC ELECTRIC PS PLANTED STONE FOUND WT WATERTIGHT EOP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC EQPT EQUIPMENT YDS YARDS @ IPF I DESIGNED BY: WF PS ENGINEERS STATION EQUALITY DRAWN 8Y: SURVEYORS AB PLANNERS REVIEWED BY: DJM ASSOCIATES PO Box 4119 Lyvchbw&VA245M 1402 Greenbrier VA 90 Phone: 434.316.6080 Phone: 434.9841700 www.wwassociates.net WWA NUMBER: 206095.04 @ IPF I NORMAL WATER LEVEL RIP -RAP STRUCTURE RETAINING WALL WITH SAFETY RAILING DEMOLISH OR ABANDON STRUCTURE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. PROJECT: SET REV. NO.: NORTH POINTE 1 NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN DRAWING NUMBER: TITLE: C-3 ZMA PROFFERS, SPECIAL USE PERMIT, LEGEND & ABBREVIATIONS SHEET NUMBER: FiLE NAME: 5A;ALL: UA I L: 609504C—CO3.dwg H. N/A 3110108 3 of 16 V: N/A IRON PIN FOUND G IPS IRON PIN SET STATION EQUALITY ® BENCHMARK BM NORMAL WATER LEVEL RIP -RAP STRUCTURE RETAINING WALL WITH SAFETY RAILING DEMOLISH OR ABANDON STRUCTURE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. PROJECT: SET REV. NO.: NORTH POINTE 1 NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN DRAWING NUMBER: TITLE: C-3 ZMA PROFFERS, SPECIAL USE PERMIT, LEGEND & ABBREVIATIONS SHEET NUMBER: FiLE NAME: 5A;ALL: UA I L: 609504C—CO3.dwg H. N/A 3110108 3 of 16 V: N/A August 23, 2006 Donald J. Wagner GEMC & Riverbend, LP PO Box 5526 Charlottesville, VA 22905 RE: ZMA4 -009 North Pointe PD-IIIC (SignS #97,98, 09) AND SP -02-072 North Pointe Residential Uses (Sign$ #07, 98, 99) Tax Map 32 Parcels 20,20a, 20al, 20a2, 20a3, 22h 22k, 23,23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 291 Dear Mr. Wagner. . The Board of Supervisors approved ZMA-2000-009 North Pointe on August 2, 2006. Your rezoning from RA Rural Area to PD -MC Planned Development Mixed Commercial was approved in accordance with the attached proffers dated July 20, 2006. An application plantplan of development dated June 13, 2006 was approved as part of the rezoning. Please refer to these documents for any future applications and requests on this property. On August 2. 2006, the Albemarle County Board of Supervisors also took action on SP 2002- 072 North Pointe to allow Residential Uses on Tax Map 32 Parcels 20, 20a, 20x1, 20a2, 20a3, 22h 22k, 23, 23s, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29i in the Rivanna Magisterial Districk This special use permit was approved based on the folowing conditions: 1. Residential mix. The dwelling units within the Project shall consist of the following three types: (a) single-family detached, including carriage house units; (b) milli-farnily; and (c) other (consisting of townhouses, duplexes, attached housing, condominiums in the commercial areas and any other unidentified housing types). The minimum number of each of the three dwelling unit types shall be 205 of the 893 total permitted dwelling units. 2. Phasing of residential units. Beginning from the date of approval of the first commercial building permit, the owner shall record subdivision plats creating a minimum of forty (40) lots for single family detached residential units each year thereafter until plats have been recorded creating lots for a minimum of two hundred (200) single family detached residential units. If the owner records subdivision plats creating lots for more than forty (40) single family detached residential units in any year (Including any year prior to this date of approval of the first commercial budding permit), the excess lots shall be credited to the lots required in subsequent years. 3. Conservation areas. The conservation areas shown on the Application Plan shall remain undisturbed and shall be protected from development impacts to the satisfaction of the County's program authority for the Water Protection Ordinance (Chapter 17 of the Albemarle County Code) (the "Program Authority"); except that the pedestrian paths shown on the Application Plan may be placed in a conservation area where shown on the Application Plan. Storm drainage outfalls and other pedestrian paths may only be placed In conservation areas If the Program Authority finds that no other location is reasonably available and that the disturbance is necessary for such a proposed use. Notwithstanding the terns of this Condition 3 to the contrary, the Program Authority may approve a utility main within a conservation area, even if it is not shown on the Application Plan, and the Program Authority may approve other disturbances andfor measures as may be appropriate in the Program Authority's dfrscrelion to further protect a conservation area. 4. Conservation areas with_utlllU . The conservation areas with utilities shown on the Application Plan shall remain undisturbed and shall be protected from development Impacts to the satsfaction of the Program Authority; except that: A. The streets and pedestrian paths shown on the Application Plan may be placed In a conservation area with utilities where shown on the Application Plan. Other pedestrian paths, other streets, and sanitary sewers, storm drainage outfalls, and/or stream mitigation measures may only be placed In a conservation area with utilities 9 the Program Authority finds that no other location is reasonably available and the disturbance is necessary for such a proposed use. In any event, the construction, maintenance and use of the improvements shag have the minimum environmental impact on the conservation area with utilities necessary for the Improvements to be established and maintained, and the long-term impacts shag be adequately mitigated. Nothing in this condition shall be construed to obviate the requirements established for stream buffers under Chapter 17 of the Albemarle County Code or shag cordVade a waiver of such requirements. B. Erosion and sediment control structures and measures shall be permitted within a conservation area with utilities solely to address impacts from authorized land disturbing activity within such area, unless otherwise nequested by the Owner and approved by the Program Authority. C. The Program Authority may approve other disturbances and/or measures as may be appropriate in the Program Authority's discretion to further protect a conservation area with utilities. 5. Open space. The Owner shag restrict from development all open space areas designated as greenway, buffer areas and park areas shown on the Application Plan. This condition shall not apply to development parcels, conservation areas, and oonservation areas with utilities shown on the Application Plan. A. Open space areas not dedicated to public use shall be for the use and enjoyment of the residents of the Project, subject to the restrictions that may be irnposed by arry declaration recorded as part of a conveyance of these areas to a homeowner's association. Open space areas dedicated to pubic use shag be for the use and enjoyment of the public, including the residents of the Project. B. No structural improvements other than utilities, pedestrian and biking trails, and common area amenities such as playgrounds, picnic areas, hardscapes, and PAR exercise equipment shall be established and maintained in the open space areas. 6. Aggregate set aside for open -space related areas. In no event shall fine total area of open -apace related areas comprised of the conservation areas (Condition 3), conservation areas with utilities (Condition 4), open space (Condition 5), greenway (Conditions 5 and 7), and landscaped buffer areas (Conditions 5 and 8) shown on the Application Plan, be less than a total of thMy-five percent (35%) of the total land within the Projed to be developed for residential uses, as shown on Sheet G to the Application Plan entitled °Open Space and Green Way Plan," dated March 6, 2006 ('Sheet G"). 7. Rivanna areeMpyfacoess. The Owner shall reserve for dedication to public use a greerway along the boundary of the Project and adjacent to the Rivenna River, between the flood plain line and a preservation area (hereinafter, the 'greenway") as shown on Sheet G. A The Owner may grant such utility easements across the greenway as are required for a forced main utility and for the proposed uses shown on the AppfiCation Plan, each with the prior whiten consent of the County. Erosion and sediment control strictures and measures shall be permitted within a greenway solely to address impacts from authorized Wand disturbing activity within the greenway, except as otherwise requested by the Owner and approved by the Program Authority. B. The Owner shall dedicate to public use the greenway and al pathways shown through land depicted on Sheet G as "Greenway"; provided, however, that the property owners within the Project shall have access to and over such pathways at all times Me pathways ere open to the public. The greenway and pathways shall be dedicated either upon the request of the County, or in conjunction with the platting of the residential lots adjacent to the section of the greenway to be dedicated. It the greenway and pathways are dedicated by platting, the greenway and pathways shall be set apart on the plat for public use with a notation that the greenway and pathways ars dedicated for public use. If the County accepts dedication of the lake referenced in section VI of the Proffer Statement for the Project (ZMA 2000.009), upon request by the County, the Owner shall dedicate to public use the access pathway east of the middle entrance and leading to Flat Branch as shown on Sheet G. C. Access easements to the Rivanna River shall be provided as shown on the Application Plan for the benefit and use by property owners within the Project. D. The Owner shall be responsible for the costs of drafting the deeds of dedication, having required surveys conducted and plats prepared, and recordation costs. 1 r1MOVED STREAM CROSSING SP TO PREVIOUS PAGE AND ADDED NOTES TO THIS PAGE NO. I SHEET REVISION B. Landscaped buffer between residential anm and rural areas. Before the County issues D. No surface drainage may flow across more than three (3) lots or one-half (112) acre, a certificate of occupancy for the first dweRng unit constructed on any of the lots shown whichever is greater, before being collected In a storm sewer or directed to a drainage on the Application Plan abutting the areas shown on the Application Plan as "Open way outside of the lots. Space Buffer (30')' along Pritchett Lane (Lots Al -6, 1-18-20, L15-34 and N2-5), the Owner shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer E. Retaining walls higher than four (4) feet (measured from the top of the face to the common areas. The buffer, where one does not already exist, shall be planted In ground on the downhill side) shall be designed by a professional engineer to assure accordance with a landscaping plan approved by the County. The landscaping plan shall long-term stabilty. Retaining walls building using a VDOT standard or a pre - include the following: (ij an informal mix of screening trues, loosely staggered, fifteen (15) engineered product Ural indudes certification are not required to provide a separate feet on -center; (i7 the same species of screening trees shall be clustered in groups and professional engineer's certification provided the building contractor provides an alternate groups of screening trees shag be provided to create a naturalistic Waal affidavit that the wall was constructed consistent with the standard. Retaining wells landscape; (W) large and medium shade trees shall be Interspersed among the screening higher than four (4) feet in useable yawls or places where the pubic might walk must trees; (nr) dusters of ornamental trees shag be provided in groups of 3's and 5's; and (v) include a railing similar in design to what is required for elevated decks. In tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic circumstances where it is questionable whether a railing is required, the County rural landscape. The features described in (i) through (v) herein define a 'naturalistic Engineer will make the determination. The builder must provide evidence of the rural landscape.' Approved plant species shall be obtained from the Albemarle County ability to maintain any retaining wall which could not be maintained without the use of Recommended Plants List and the buffer design shall be subject to the review and adjoining property. approval of the Director of the Department of Community Development. The Owner shall maintain the buffer. F. Except for the main entrance to the dwelling, which shall be governed by Condition 10 9. Extensions. Unless the dedication of public right-of-way and the construction of such (G), the Plan shall demonstrate that an area at least five (5) feet in width, or to the lot line if the distance is less than five (5) feet, from any possible doorways to dwellings streets or accessways, as applicable, are required in conjundton with the approval of a as shown on the Plan or from the edges of any grade level patios as shown on the subdivision plat under Albemarle County Code § 14409 and related sections, or their that will not be served by a stairway, has grades no steeper than ten percent successors, the following streets or aceessways, as applicable, shall be constructed and Plan Plan t perpendicular to the exterior wall. rights-of-way shall be reserved for dedication to public use as provided herein: A Extensions to Pritchett Lane The Owner shall design and construct as emergency G. in lieu of the foregoing provisions, the grading plan for the residential units located in access ways extensions to Pritchett Lane within the fifty (50) foot wide rights-of-way the southeastern portion of the Project as shown on the Application Plan shall be located between Lots H-9 and H-10 and Lots L-16 and L-17, respectively, as shown on the Applkxwtion Plan, subject to the following: included as part of the site development plan application for the appurtenant commercial area as shown on the Application Plan. 1. The emergency accessways shall be designed and graded to accommodate a minimum Virginia Department of Transportation standard for a public street as H. Any requirement of this condition may be waived by the County Engineer by determined by the County Engineer, and constructed using pervious parking submitting a waiver request with the preliminary plat. if such request is made, it pavers or other materials sufficdent to support fire and other emergency vehicles, shall include: (i) a justification for the request contained in a certified engineer's but that support grass or other ground cover, in conjunction with the construction of report; (ii) a vicinity map showing a larger street network at a scale no smaller than the streets serving Lots H-7 and L-14, respectively. one (1) inch equals six hundred (600) feet; (11) a conceptual plan at a scale no smaller than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the 2. The fifty (50) foot wide rights-of-way shall be dedicated to public use upon request property, (tv) topography of the property at five (5) foot intervals for the property being by the County, together with all necessary right-of-way for the fifty (50) foot wide subdivided and on abutting lands to a distance of five hundred (500) feet from the rights-of-way to be geometrically connected to adjoining streets as approved by the boundary line or a lesser detanos determined to be sufficient by the agent; (v) the County Engineer • locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, 3. 9 requested by the County within ten (1 0) years after the first certificate of as applicable. In reviewing a waiver request, the County Engineer shall consider occupancy is issued for a dwelling unit within the H or L sections shown on the whether the altemative proposed by the Owner satides the purpose of the Application Plan, and after the property on the east side of Pritchett Lane opposite requirement to be waived to at least an equivalent degree. In approving a waiver, the the respective emergency access ways has been upzoned, the Owner shall County Engineer shag f rid that requiring compliance with the requirement of this convert and upgrade the emergency some ways to the applicable Virginia condition would not forward the purposes of the County's Subdivision and Water Department of Transportation public street standards for acceptance into the state Protection Ordinances or otherwise serve the public interest; and granting the waiver highway system. Subject to weather delays or force majeure, the construction of could not be detrimental to the public health, safety or welfare, to the orderly the upgrades shall be completed for such acceptance within one hundred eighty development of the Project, and to the land adjacent thereto. (180) days atter the request by the County. I. The Owner may request that the Pian be amended at any time. All amendments shall B. Extension to Tax Map 32. Parcel 23HI. In the event that any of the residential units be subject to the review and approval by the County Engineer. within the Project adjacent to Tax Map 32, Parcel 23HI are developed under a site pian, the Owner shall design and construct extensions to Tax Map 32, Partial 23HI by 11. Sari tarn sewers. AN residential uses shall be served by gravity sanitary sewers; way of two streets within the fifty (50) foot wide rights-of-way located as shown on the however, basements may be served by grinder pumps. Application Plan and identified by the notation "R.O.W. Reserved for Future Dedication; aclac ent to the church property identified as Tax Map 32, Parcel 23HI that fronts on Pritchett Lane. The exact location of the rights-of-way shall be fixed by In addition, the Board approved the following WAIVERS: the applicable final site plan. 1. The streets shall be designed and constructed to applicable Virginia Department of 1. Section 21.7 minimum yard requirement waiver (p oligo for alternative setbacks in Transportation public West standards. The streets shall be constructed in o� with the application plan r and Po Pu 2. Section 4.2 of the Zoning Ordinance related to critical slopes, as shown an the application corhjuiction with the applicable final site plan, or at such other time authorized by RiLn the County Engineer under such terns and conditions the County Engineer determines to be appropriate, Including the requirement that the Owner provide Please be advised that although the Albemarle County Board of Supervisors took actions adequate surety or other guarantee that the streets will be constructed and on the project noted above, no uses on the property as approved above may lawfully maintained until accepted into the state highway system. begin until all applicable approvals have been received and conditions have been nisi This includes: 2. The streets shall be constructed as dose to the property line between the Project and Tax Map 32, Parcel 23HI as determined by the County Engineer to be feasible • compliance with applicable PROFFERS; without obtaining offsite c onstnu tion easements. The rights-of-way shag be a compliance with conditions of the SPECIAL USE PERNFr; graded as dose vas possible to the Project property line. a approval of and compllance with SITE PLANS) ANDIOR SUBDMSION PLAT(S); and 3. To allow the, completion of street improvements to and beyond the Project properly • approval of a ZONING COMPLIANCE CLEARANCE. line, temporary constnx:tion easements on Ute Owner's property and outside of the In the event that the use, structure or activity for which this special use permit is issued is rot rights-of-way to be dedicated shall be reserved on the applicable final site plan. ctini menced wither twenty-four (24) months from the date of Board approval, it shall be deerm di The site plan also shell include a note stating that no improvements shall be abandoned and the permit terminated. The term "commenced" moms 'construction of any established within the reserved area. Within nerety (90) days after request by the " County, the easements shag be granted. No Improvements shag be located within structure necessary to the use of the pernhlt the temporary construction easements until the construction of the street If you have questions or comments regarding the above -noted action, please do not hesitate to improvements onto Tax Map 32, Parcel 23HI has been completed so that the need for the temporary construction easements no longer exists. canted Sherri Proctor at 296-5832. Sincerely, 4. Within ninety (90) days after request by the County after Tax Map 32, Parcel 23HI has been upzoned, the Owner shall dedicate to public use the streets and rights-of- way and offer the street for acceptance into the state highway system. P 4. L lu I0.Overlot aradin4 clan. For all subdivisions with lots less than 15,000 square feet in sae V Wayne =06mberg and not otherwise requiring a site plan, a lot grading plan ('Ovedot Grading Plan") must Director of Planning be approved by the County Engineer prior to the issuance of a building permit for a new residence on any such We). The Overlot Grading Plan must satisfactorily demonstrate compliance with all Erosion and Sediment Control requirements for drainage conveyed VWC/aer across such lot(s). An `Agreement in Lieu of a Plan" will be allowed for building permits, provided the general drainage patterns and grading matches that shown on the Overlot Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision Cc: Violet Hills Association, eta[ developer or individual lot owners, provided all work can be accomplished within their C/o Greater Eastern Managemenit Co. property Ines or within eveibhble easements. All amendments shall be subject to the Post Office Box 5526, Charlottesville, VA 22905 review and approval by the County Engineer. A. The Ovedot Grading Plan shall be drawn to scale not greeter than one (1) inch equals Amelia McCulley fifty (50) feet, with all proposed grading shown at contour intervals not greater than Tex Weaver two (2) feet interpolabd and shag demonstrate to the satisfaction of the County Chuck Proctor Engineer that: Sherri Proctor Steve Alishouse, 1. AN concentrated runoff is conveyed across lots using vegetated swales or Sarah Baldwin underground drainage structures in a manner that does not result in flooding of Bruce Woodzell (Real Estate) buildings or erosion as a result of the grading. For the purposes of this GENERAL NOTES requirement, floats from roof downspouts wit be considered concentrated lbws if not adequately dispersed before reaching the property line. 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND 2. Overland relief is assured in the event that drainage structures do not function. STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, Overland relief oil be considered satisfied N buildings aro designed to have WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND finished floors at Iseet one (1) foot above low points fior any drainage area which FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE Includes the house. With dams and similar impoundments, this should be DIAMETER SHALL BE ONE—HALF THE LIFT THICKNESS. COMMON FILL MATERIAL measured from the top of the dam. SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED B. The County Engineer may allow other drainage structures (e.g., ripmp ditches) where TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. it has been determined this change will not significantly impact usable yards (e.g., BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, cobblestone swele next to a driveway), where slopes are too steep for vegetated SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM amiss (e.g., steeper than 33% grades), or where the change would bettermitigale ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY impacts an adjoining properties (e.g., matches offsite drainage structure). WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D C. Public drainage across lots shall be in storm sewers except open drainage ways may 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY be allowed if the pat restricts construction of a building within fifty (50) feet of a WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 proposed open drainageway. If a storm sewer is used across lots, easementwuiuihs SIEVE. must be sufficient to allow excavation with 1:1 side slopes on the trench, sufficient room on one side of the trench to stockpile excavated materials, sufficient room on 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND the opposite side of the trench to allow for movement of materials, and adequate BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER room for a backhoe boom to swing. Fences, walls, driveways, and other, are not CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL allowed within the easements, except whore ahold harmless' clause b Included In SITE GRADING. PLACE MATERIAL IN 6" LIFTS. the essement agreement. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 1557 BENEATH AND WITHIN 25 FEET OF BUILDINGS AND STRUCTURES AND BY ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM Di 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. ALL LAND, ON OR OFF SITE WHICH IS DISTURBED BY THIS DEVELOPMENT AND WHICH IS BUILT UPON OR SURFACED, SHALL BE ADEQUATELY SEEDED AND STABILIZED TO CONTROL EROSION AND SEDIMENT IN ACCORDANCE WITH ALBEMARLE COUNTY AND VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. 5. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 6. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 7. ALL STREETS OUTSIDE PUBLIC RIGHTS—OF—WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 8. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 9. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 10. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 11. ALL EXISTING PAVEMENT ALONG ROUTE 29 THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 12. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 13. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 14. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 15. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 16. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF—SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS. SITE/ARCHITECTURAL SOURCE NOTES 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD RUN BOUNDARY SURVEY PERFORMED BY WW ASSOCIATES, DATED 4/25/07. 2. THE SURVEY IS BASED ON VIRGINIA GRID NORTH—SOUTH ZONE NAD 83 DATUM AND VERTICAL NAVED 88 DATUM. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL/M.E.P. PLANS AND COORDINATE SAME WITH THE SITE PLAN, PRIOR TO BEGINNING STAKEOUT AND CONSTRUCTION OPERATIONS. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO PROVIDE GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. PAVEMENT CONSTRUCTION NOTES 1. ALL ROADWAY WORK WILL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND VDOT STANDARDS AND SPECIFICATIONS. 2. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 3. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 4. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 5. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. (SEE TYP. PAVEMENT SECTIONS, SHEET 3) 7. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. (SEE TYP. PAVEMENT SECTIONS, SHEET 3) 8. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 9. SUBBASE DEPTH IS BASED ON AN ASSUMED CBR VALUE OF 4. SOIL TEST OF SUBGRADE MUST BE SUBMITTED TO ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO SUBBASE PLACEMENT. 10. TYPICAL ROADWAY SECTIONS ARE BASED ON VDOT CONSTRUCTION STANDARD SPECIFICATIONS AND APPROVED ZMA #00-009. 11. ASPHALT SHALL MEET REQUIREMENTS OF VDOT, ROAD AND BRIDGE STANDARDS. 12. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK—DRYING, AND NON—BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 13. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 14. CONTRACTOR MAY BE RESPONSIBLE TO PREPARE AND EXECUTE A MAINTENANCE OF TRAFFIC PLAN INCLUDING TRAFFIC CONTROL SERVICES AND FLAGMEN AS REQUIRED AND NECESSARY. 15. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY AND VDOT STANDARDS AND SPECIFICATIONS. 16. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 17. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 18. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT & MUTCO STANDARDS. PCS 5/2/08 1 IV M DESIGNED BY: PROJECT: SET REV. NO.: ITH OP �r W,Aj�ggigg� Ps NORTH POINTE 1 ENGINEERS DRAWN BY. NORTHWEST RESIDENTIAL AREA SURVEYORS AB PRELIMINARY SITE PLAN DRAWING NUMBER: RB R M PLANNERS TITLE: REVIEWED BY: SPECIAL USE PERMIT AND NOTES C-4 �ASSOCIATES DJM 014 5 IZ_c {� PO Box 4119 14Mcheennr;aPlace SHEET NUMBER: 1 Lynchburg, VA 24502 CbWWftWVMe,VA22901 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 4343>� 16.6080 e: 434.984.2700 6095 04C —004. d wg "� N/A 3110108 4 o f 7 6 www.wwwwdates.net 206095.04 SIDNAL �� V: N/A BY DATE N0. SHEET REVISION BY DATE J El SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 5 FEET WIDE UNLESS OTHERWISE NOTED. 10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 12. SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP BY PRIVATE SERVICE. MISCELLANEOUS NOTES: 1. THE EAST AND WEST CONSERVATION LINES SHOWN IN THE CURRENT PLAN ARE DRAWN AS PER THE APPROVED ZMA APPLICATION PLAN. 2. ALL RETAINING WALLS WILL HAVE ADEQUATE SAFETY RAILINGS TO PROVIDE PROTECTION FOR PEDESTRIANS. 3. ALL SLOPES WILL BE CONSTRUCTED TO COUNTY GUIDELINES. 4. ADEQUATE STORMWATER MANAGEMENT WILL BE PROVIDED. THE FINAL DESIGN FOR THE STORMWATER MANAGEMENT WILL BE PROVIDED IN THE FINAL SITE PLAN. 5. AN ACCESS EASEMENT FOR THE COUNTY'S ACCESS TO SWM -10 WILL BE PROVIDED. 6. IMPROVEMENTS TO ROUTE 29 (PHASE 1) WILL BE BY SEPARATE SUBMISSION AT A LATER DATE. THESE IMPROVEMENTS INCLUDE: AN ADDED NORTH BOUND LANE FROM PROFFIT ROAD TO NORTHWEST PASSAGE, A RIGHT TURN LANE INTO NORTHWEST PASSAGE, A LEFT TURN LANE ON TO NORTHWEST PASSAGE, AND A LEFT TURN LANE ON TO THE NORTH FORK RESEARCH PARK. 7. ROAD PLANS FOR THE PORTION OF NORTHWEST PASSAGE BETWEEN THE PROPERTY LINE OF TMP 32 22H AND NORTH POINTE BOULEVARD (PHASE 3) WILL BE SUBMITTED AT A LATER DATE. IF NOT ALREADY CONSTRUCTED THIS PORTION OF THE ROAD WILL BE CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION PLAT OR SITE PLAN AND IN ACCORDANCE WITH THE ZMA. 8. ROAD PLANS FOR THE PORTION OF NORTH POINTE BOULEVARD BETWEEN NORTHWEST PASSAGE AND NORTHSIDE DRIVE (PHASE 3) WILL BE SUBMITTED AT A LATER DATE. IF NOT ALREADY CONSTRUCTED THIS PORTION OF THE ROAD WILL BE CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION PLAT OR SITE PLAN AND IN ACCORDANCE WITH THE ZMA. 9. A VDOT APPROVED SIGNAL TIMING PLAN IS REQUIRED AS A CONDITION OF FINAL SITE APPROVAL. 10. NEW BUILDINGS: 32 MULTI -FAMILY RESIDENTIAL, VARIABLE UNITS/BUILDINGS 11. 28 AFFORDABLE HOUSING UNITS (PROFFER 8.2) WILL BE BUILT IN THE NORTHWEST RESIDENTIAL AREA OF THE NORTH POINTE DEVELOPMENT. SINCE THESE AFFORDABLE UNITS WILL BE FOR RENT AND DISTRIBUTED THROUGHOUT THE NORTHWEST RESIDENTIAL AREA THEIR SPECIFIC LOCATION HAS NOT BEEN SHOWN IN THIS PLAN. 12. THE EXISTING ZONING FOR THIS AREA IS PD -MC AND EC. NO CHANGE IN ZONING IS REQUESTED. 13. THIS PLAN IS TO BE USED FOR SITE -GRADING PURPOSES OUTSIDE THE BOUNDARY OF THE BUILDINGS. 14. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONES AE & X AS SHOWN ON FEMA FIRM MAP 51003CO145D DATED 2/4/05. 15. THIS PROPERTY IS SERVED BY PUBLIC SEWER AND PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY. 16. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 17. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. OPEN SPACE TABULATIONS: NOTES: 1. * S/F IS SINGLE FAMILY 2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE. e;7FnaneRI F IINIT COMPARISON TO NORTH POINTE ZMA: FOR SALE SIF* MULTI - DETACHED FAMILY OTHER TOTAL NORTH POINTE MAXIMUM N/A N/A N/A 893 MULTI- FAMILY MINIMUM 205 205 205 N/A PREVIOUSLY PROVIDED 40 100% 0 0 0 0 NORTHWEST RESIDENTIAL AREA NEW 0 187 0 187 EXISTING 1** 0 0 1** FUTURE 2 0 0 1 2 REMAINDER NORTHWEST RESIDENTIAL AREA 203 18 1 205 1 704 NOTES: 1. * S/F IS SINGLE FAMILY 2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE. e;7FnaneRI F IINIT COMPARISON TO NORTH POINTE ZMA: BUILDING NO. FOR SALE NO. OF UNITS TOTAL % FOR FOR SALE SALE FOR RENT % CARRIAGE FOR HOUSES I RENT % CARRIAGE HOUSES TOTAL NUMBER TOTAL PERCENTAGE MULTI- FAMILY OTHER SINGLE FAMILY NORTH POINTE MINIMUM 12 12 16 40 100% 66 100% 4 100% 110 100% PREVIOUSLY PROVIDED 0 0 0 0 0% 1 0 0% 0 00/0 0 0% NORTHWEST RESIDENTIAL AREA 0 0 0 0 0% 28 42% 0 0% 28 25% REMAINDER 12 12 16 40 100% 38 58% 4 100% 82 75% BUILDING NO. BUILDING TYPE NO. OF UNITS NO. OF BEDROOMS PER UNIT SPACES REQUIRED PER UNIT GUEST SPACES REQUIRED PER UNIT SNAL&b REQUIRED PER BUILDING IjUMb I srA14=0 REQUIRED PER BUILDING arA%o=* PROVIDED PER UNIT arrk%l=Q wrw I PROVIDED SPACES PER BUILDING PROVIDED 1 A 8 3 2 0.25 16 2.00 2 16 2 C 8 3 2 0.25 16 2.00 2 16 3* C 5 3 2 0.25 10 1.25 2 10 * B 2 •• 3 2 0.25 4 0.50 2 4 4 C 4 3 2 0.25 8 1.00 2 8 5 A 4-1 3 2 0.25 8 1.00 2 8 6 C 6 3 2 0.25 12 1.50 2 12 7* C 4 3 2 0.25 8 1.00 2 8 * B 1 3 2 0.25 2 0.25 2 2 8 C 2.. 3 1 2 0.25 4 0.50 2 4 9 A 4- 3 2 0.25 8 1.00 2 8 10 C 5 3 2 0.25 10 1.25 2 10 11 B 2. 3 2 0.25 4 0.50 2 4 12 A 8 3 2 0.25 16 2.00 2 16 13 A 7 3 2 0.25 14 1.75 2 14 14 A 8 3 2 0.25 16 2.00 2 16 15 A 7 3 2 0.25 14 1.75 2 14 16 B 7 3 2 0.25 14 1.75 2 14 17 C 2 mom 3 2 0.25 4 0.50 2 4 18* A 4 3 2 0.25 8 1.00 2 8 * B 1 3 2 0.25 2 0.25 2 2 19 A 6 3 2 0.25 12 1.50 2 12 20 A 6 3 2 0.25 12 1.50 2 12 21 B 8 3 2 0.25 16 2.00 1 2 16 22 A 7 3 2 0.25 14 1.75 1 2 14 23 A 7 3 2 0.25 14 1.75 1 2 14 24 B 8 3 2 0.25 16 2.00 12 16 25 A 8 3 2 0.25 16 2.00 2 16 26 A 8 3 2 0.25 16 2.00 2 16 27 B 8 3 2 0.25 16 2.00 2 16 28* A 6 3 2 0.25 12 1.50 2 12 * 'B 1 3 2 0.25 2 0.25 2 2 29* A 3 3 2 0.25 6 0.75 2 6 * B 1 3 2 0.25 2 0.25 2 2 30 A 2 mw 3 2 0.25 4 0.50 2 4 31 A 4 3 2 0.25 8 1.00 2 8 32 A 5 3 2 0.25 10 1.25 2 10 TOTAL THIS PLAN 187 374 47 374 50 TOTAL EXISTING FUTURE 1 2 190 NOTES: 1. NORTHWEST RESIDENTIAL AREA CONSISTS OF: 1 EXISTING SINGLE-FAMILY DETACHED RESIDENTIAL UNIT 187 NEW UNITS IN 32 MULTI -FAMILY BUILDINGS PROPOSED IN THIS PLAN 2 FUTURE SINGLE-FAMILY DETACHED RESIDENTIAL UNITS 2. THE GROSS RESULTING DENSITY OF UNITS AFTER THE FINAL 2 "FUTURE UNITS" IN THE NORTHWEST RESIDENTIAL AREA ARE DEVELOPED SHALL BE 190 UNITS / 39.949 ACRES = 4.756 UNITS/ACRE. THE DENSITY PRIOR TO THE 2 "FUTURE UNITS" BUT INCLUDING THE ONE EXISTING UNIT SHALL BE 188 UNITS / 39.949 ACRES = 4.71 UNITS/ACRE. 3. BUILDING TYPE DESCRIPTIONS: A - TWO SURFACE PARKING SPACES PER UNIT ADJACENT TO BUILDING BACK. B - TWO SURFACE PARKING SPACES PER UNIT NOT ADJACENT TO BUILDING. C - ONE GARAGE PARKING SPACE AND ONE SURFACE PARKING SPACE PER UNIT ADJACENT TO BUILDING FRONT. 4. * BUILDINGS 3, 7, 18, 28, & 29 INCLUDE MORE THAN ONE TYPE OF UNIT. THEREFORE, THEY ARE SHOWN ON TWO LINES EACH IN THE CHART. ni lnr%ruT nennncrn oI III niLln IAICnD\/ATIf1AI DV I WIT /11 IAAITITV IM MnRTNWFCT RFCInFNTIAI AREA_ NO. UNITS SQ FT SQ FT NO. OF BUILDINGS TOTAL SQ FT OF PER BUILDING PER UNIT OF BUILDING OF THAT SIZE FOOTPRINTS FOR FOOTPRINT FOOTPRINT BUILDINGS OF THAT SIZE 2 714 1,428 4 5,712 3 714 2,142 0 0 4 714 2,856 5 149280 5 714 3,570 4 14,280 6 714 4,284 3 12,852 7 % 714 4,998 7 34,986 8 v 714 5,712 9 4' 511408 TOTAL 32 1339518 v NORTH POINTE (RESIDENTIAL) NORTHWEST RESIDENTIAL AREA REMAINDER OVERALL OPEN SPACE TO BE DEDICATED TO COUNTY OPEN SPACE OFFERED TO BE DEDICATED TO COUNTY OPEN SPACE HELD BY THE NEIGHBORHOOD ASSOCIATION OR OWNER OPEN SPACE TOTAL FLOOD PLAIN GREENWAY AREA ACCESS TRAILS PROFERRED INTERMITANT STREAM BUFFER LAKE AND PERIMETER PARK COMMON AREAS TOTAL AC. AC. % AC. % AC. % AC. % AC. % AC. % 181.10 11.76 6.00 10.02 6.00 1.47 1.00 6.45 3.60 1.93 1.10 35.40 19.55 39.95 11.49 28.77 6.77 16.93 0.74 1.85 0.00 0.00 0.00 0.00 5.70 14.27 141.15 0.27* N/A 3.25 WA 0.73 N/A 6.45 N/A 1.93 N/A 29.70 N/A AC. % 67.03 37.01 24.70 61.83 42.33 N/A 1 I MOVED SOME NOTES BETWEEN PAGES NO. I SHEET REVISION PCS 1 5/2/08 BY I DATE I NO. SHEET REVISION BY I DATE GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OF STABILIZATION MAT LINED DITCH MAY BE REQUIRED 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 TO 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 UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS: (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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. 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 FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE 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 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 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, OR THE 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 ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. 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, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. 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 THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO 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. uvulacip ll: 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVERMEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. BACKFLOW PREVENTION REQUIRED. � OF y � DESIGNED BY: PROJECT: SET REV. NO.: � Ps NORTH POINTE f'r = ENGINEERS DRAWN BY: NORTHWEST RESIDENTIAL AREA 1 SURVEYORS TAL PRELIMINARY SITE PLAN DRAWING NUMBER: PLANNERS TITLE: IlAllo. 12267 7REVIEWED BY: GENERAL NOTES AND TABLES C-5 ASSOCIATES DJMSHEET NUMBER: PUBox4119 1402GfeenbrierPlace SCALE: DATE: Lymhbu%VA24302 ClMottovllk.VA2MI WWA NUMBER: FILE NAME: G Phone 434.316.6080 Phone: 434.9842700 H:N A 16 Iii ONAL �� w".wwe�ales.net 206095.04 609504C-C05.dwg V. NI 3/10/08 5 of GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS CURB FACE FOR SCREENING LANDSCAPE TO POTENTIAL FUTURE (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) SLOPED FOR DRAINAGE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 6'-6" BE PROVIDED AS PER THE SECOND LANE ZONING ORDINANCE FOR RIGHT–OF–WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A G F? SLOPED FOR DRAINAGE PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF �Ly TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY t:a REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY F0 oovrO DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL o: GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE PB EP DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST POINTE BOULEVARD @ EXERCISE 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 VOOT. ALL EXCAVATION GRADE VARIES BY FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA LOCATION STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). p 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST WI [ E t BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER – • L'1Q � CONSTRUCTION. p,, a^1Q � 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE pit- (VARIES WITH �IIRN LANES) ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS ON SIDES D I ENTAL LANDSCAPING t CY OF MEDIAN °CL, ff 4--9 IAN �s (VARIES WITH TURN LANES)00't MED � GRADE VARIES B (VARIES WITH TURN LANES) i' D SIDE BIKE BIK SIDE LOCATION BIKE WALK LANE STREET I STREET LZE WALK LANESTREET I STREET BAN GRADED FOR E 0WALK POTENTIAL FUTURE SIDEWALK AND o GRADE VARIES BY – PLANTER BY OTHERS LOCATION UTILITY LINES 5' 5' 12' 12' t 12' 5' 5' UTILITY LINES OR LESS IF ALLOWED B (OR LESS IF ALLOWED B 11 –6" 5 12 12' t 12' 5' 6'-6" 5' VDOT AND APPROVED BY VDOT AND APPROVED BY OR LESS IF ALLOWED BYI IF ALLOWED B COUNTY ENGINEERING COUNTY ENGINEERING VDOT AND APPROVED BY VDOT AND APPROVED BY DEPARTMENT) DEPARTMENT) COUNTY ENGINEERING COUNTY ENGINEERING G DEPARTMENT) DEPARTMENT) PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL56'—O"± CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH R R THE TEST RESULTS FOR APPROVAL. FINAL DESIGN SHALL ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND CURE &GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES. MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL. -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. N WP Z NORTHWEST PASSAGE 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT–OF–WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 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 VDOT, THE DIRECTOR p OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, TT IS DEEMED ' p ` NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 01 G1Q GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TOSEVEN 9. WHERE (URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL a �D DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B OR C). GRADE VARIES B SIDE 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL LOCATION WALK O DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP–RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, R IS " DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN RIDGE DESIGN I MEDIAN (VARIES WITH TURN LANES) &Nj STREET II 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND 5' 6'-6" 5' 1 12' DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, (OR LESS IF AI SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE VOOT AND APF MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE COUNTY ENG DEPARTM ALLOWED. TY LINES BA STREET Ni (DRAWING NOT TO SCALE) 69'-0"± R FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION R CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES. NWP3 NnRTHWRI-�T PQz�C r_P- is STREET Qff TREES ON SIDES CONNECTION TO ROUTE 29 EXERCISE WAINPATH STREET BANETMEANDERINGBYA fifplRADE VARIES BY VARIES \ I r / LOCATION Tj � LOCATION 72' t 72 L 5' 6'-6- 5 (OR LESS IF ALLOWED B VOOT AND APPROVED BY COUNTY ENGINEERING DEPARTMENT) 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO 69'-"+ — ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO R "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING R FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION THE VIRGINIA MANUAL FOR UNIFORM CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES. ORDINANCE AND MANUAL AND TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE rNWP1 POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VOOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO 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. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH–DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE–CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 5'-0" UNLESS OTHERWISE NOTED ON PLANS 1 2% SLOPE UNLESS 1.5" SM -9.5A ASPHALT OTHERWISE NOTED ON PLANS 3" BM -25.0 ASPHALT NORTHWEST PASSAGE CONNECTION TO N.P. BLVD (DRAWING NOT TO SCALE) ,A :RADE VARIES BY LOCATION GRADE VARIES LOCATION LOTS GRADE VARIES BY LOCATION UTILITY LINES 5' 5' 6'-6" 17' 16' SLOPED FOR DRAINAGE 7-4'_n"-4- E) 17' UTUIY UNES-� CURB FACE FOR SCREENING LANDSCAPE TO POTENTIAL FUTURE w z SLOPED FOR DRAINAGE 12' S' —� 6'-6" BE PROVIDED AS PER THE SECOND LANE ZONING ORDINANCE FOR SLOPED FOR DRAINAGE OBJECTIONABLE FEATURES �I w 0 o: SEE NPB/D1 FOR CONTINUATION PB EP NORTH POINTE BOULEVARD @ EXERCISE PATH (DRAWING NOT TO SCALE) p I � ry WI [ E t STREET TREES ON SIDES • L'1Q � MEDIAN p,, a^1Q � STREET TREES pit- (VARIES WITH �IIRN LANES) OOt- ON SIDES D I ENTAL LANDSCAPING 4D IN MEDIAN SIDE WALK BIKE LANE BIKE SIDE LANE WALK w STREET STREET GRADE VARIES BY LOCATION UTILITY LINES 5' 5' 6'-6" 17' 16' SLOPED FOR DRAINAGE 7-4'_n"-4- E) 17' 6'-6" SLOPED FOR DRAINAGE L? GRADE VARIES BY LOCATION n FINAL DESIGN SHALL BE ACCORDING TO VDOT STANDARDS AND BE APPROVED PRIOR TO CONSTRUCTION O OQ 05a VD00 TO 2180 OO O =II� CURB & GUTTER WILL BE PROVIDED ON DOWNHILL SIDE OF STREETS BUT GUTTER MAY BE OMITTED ON UPHILL SIDES. MIN KEY PLAN PAVE OVER PRIME AT 0.4 GA/SY MIN _ _ NO.21ANORTH POINTE BOULEVARD @ SCHOOL NOTES: COMPACTED SUBGRADE �ll AGGREGATE (NPBS 1. TO BE POURED VDOT CLASS A3 CONCRETE. n (DRAW NG NOT TO SCALE) AND A PORTION OF NORTHWEST PASSAGE 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LIGHT—DUTY PAVEMENT SECTION LONGITUDINAL DIRECTION. DETAIL—PARKING LOT AND SPACES SIDEWALK — DETAIL DRAWING NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 MOVED SOME NOTES TO PREVIOUS PAGES AND ADDED ADDITIONAL PCS 5/2/08 DESIGNED BY: PROJECT., SET REV. NO.: SECTIONS FROM ZMA °F �Z �� j� CR NORTH POINTE 1 $� IY ENGINEERS DRAWN BY. NORTHWEST RESIDENTIAL AREA SURVEYORS TILL PRELIMINARY SITE PLAN DRAWING NUMBER: PLANNERS TITLE: A Lic.No.122 a "Dim GENERAL NOTES, DETAILS, AND TYPICAL SECTIONS C-6 � sSOCIATES �0 I Z "/yb� PO 4119 �� p� SHEET NUMBER: 3,0 �� 1 e` v6= 9`urw' WWA NUMBER: FILE NAME: SHA NSA DATE: rv0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 8 NAL 0 ""......,man 206095.04 609504C—C06.dwg V: NIA 3/10/08 6 of 16 J TMP 03200-00-00-02300 VIOLET HILL ASSOCIATES ZONED RA RURAL AREAS 98.958 ACRES AGRICULTURE /V, I� � Ale, I/711).'1- � � Ii l I NSl MENTS 1NRLT�jDwEEOMNT�MIXE,D `COMMEJNIAL Ll LEGEND: F-1 CRITICAL SLOPES (>251/6) " SMP' 200-00-00-022K , -'G / �m / --/ /�--NEGHBORH00D INVESTMENTSfL(C ZONED PD MC PLANNED DEVEEOPME�MkE_ D /CO-M--ME—RCIALi .-_ \ I I\20.538 ACRES //fjVII �,. �XISTINO.. YK FLOOD PLAINT i I - ��� ��—�R \ — _ _ -- A EU (A R AL OFFSET 63 00'- �00-CHUK1 .� �- - _ -0— APPROX. STREAM 10t -VAC, rII'- I2QANC M NI iCHURCH f I B 186 kGA 648` 1_ -� � i '��_ � • ` � - (� � 6 A ZONE ERS / � RA RURAL �R '� $.�1 ACR S,� II � I I I i� ` \ . \ �'� \•xi`-- �'�� %/ ! �\ �A.. L"� \,� �`� j i� FLAT BRANCH' \\\ EXISTING FE14A 100 YR J FLOOD PLA I I <- 1 I ADDED "PRIVATE" TO EXISTING EASEMENT NOTE NO. EXI.79FEMA=_ 1.00 _- = -�-�� �, . - N7344 5p7�.E_-22:�6� N •334 ..E 81 N \I _ 1- - 203.98 - - - - - X196 5 39' 1 9 ,�2fi�,,E EX. GUARDRAIL (TYP) - 250 777777r rl TMP 03200-00-00-02281 UNIVERSITY OF VIRGINIA FOUNDATION BENCHMARK "A" BENCHMARK "B" "4 ^'li ZONED HI HEAVY INDUSTRIAL CHISELED SQUARE IN CHISELED SQUARE IN %- - NORTHEAST CORNER SOUTHEAST CORNER OF DROP INLET OF DROP INLET ELEVATION=392.30 By I DATE I No. ELEVATION =390.57 n OP ENGINEERS SURVEYORS PLANNERS 1NAL F'0G rmve. ua.ve.eoeo rm�: an.ae1Jl AREAS TMP 03200-00-00-022JO HARDTIMES LLC ZONED RA RURAL AREAS RESIDENTIAL IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 100' 100' 0 100' DESIGNED Br: PROJECT PCs NORTH POINTE DRAWN BY: NORTHWEST RESIDENTIAL AREA RG PRELIMINARY SITE PLAN TITLE: REWEWED BY.. EXISTING CONDITIONS AND DEMOLITION PLAN DJM WWA NUMBER: FILE NAME: SCALE: DATE: 206095.04 609504C-C07.dw9 VNIA A O 3/10/08 : SET REV. NO.: 1 DRAWING NUMBER: C-7 SHEET NUMBER: 7of16 z =-t�_7�j I glol ?0 1 50' LANDSCAPING —___.__JBUFFER PROPOSED LANE TRANSITION (PHASE DESIGN TO BE SUBMITTED AT LATER DATE "I IN SEPARATE PLAN. PROPOSED LEFT TURN LANE (PHASE 3). DESIGN TO BE SUBMITTED AT LATER DATE IN SEPARATE PLAN. IF NOT ALREADY CONSTRUCTED THIS TURN LANE WILL HE CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION PLAT OR SITE PLAN AND PROPOSED ENTRANCE ON TO ROUTE 29 (PHASE 3). IN ACCORDANCE WITH THE ZMA. DESIGN TO BE SUBMITTED AT A LATER DATE IN SEPARATE PLAN. IF NOT ALREADY CONSTRUCTED THIS ENTRANCE VALL BE CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION PLAT OR SITE PLAN AND IN ACCORDANCE WITH THE ZMA. CG -6 RADII AND OFFSET LENGTH FROM RTC 29 WILL BE DESIGNED TO V.D.O.T. REQUIREMENTS AT A LATER DATE IN A SEPARATE PLAN. I I AREAS OF HATCH CORRECTED m willoll NO. Pal Irt; 411 1.50. LANDkAPING 1IFFER V all - - - - - - - - - .... �24 .LANE SHIFT (720 WN PROPOSED LEFT TURN LANE (PHASE 1). \—PROPOSED RIGHT TURN LANE (PHASE 3). DESIGN TO BE SUBMITrED AT LATER DESIGN TO BE SUBMITTED AT LATER DATE DATE IN SEPARATE PLAN. IN SEPARATE PLAN. IF NOT ALREADY CONSTRUCTED THIS TURN LANE WILL BE CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION PLAT OR SITE PLAN AND I IN ACCORDANCE WITH THE ZMAL Op �'ONAL CIT 4�c .A\ 0 LANE ADDED TO PIT 29 FROM PROFFIT ROAD TO NORTHWEST PASSAGE (PHASE 1). LANE SHIFT WILL BE A MINIMUM OF 720' LONG IN ACCORDANCE WITH VDI STANDARDS. DESIGN TO BE SUBMITTED AT LATER DATE IN SEPARATE PLAN. &AI /�b 1111/x 0/4� ROAD PLANS FOR EXTENSION OF NORTHWEST PASSAGE TO NORTH POINTE BOULEVARD (PHASE 3) NORTHWEST PASSAGE AND NORTHSIDE DRIVE AND NORTH POINTE BOULEVARD BETWEEN (PHASE 3) WILL BE SUBMITTED AT A LATER DATE. IF NOT ALREADY CONSTRUCTED THESE ROADS WILL BE CONSTRUCTED PRIOR TO APPROVAL OF THE FIRST SUBDIVISION PLAT OR SITE PLAN AND IN ACCORDANCE WITH ZMA. WE REQUEST CONDITIONAL APPROVAL OF THIS PRELIMINARY PLAN BASED ON THE CONSTRUCTION OF THESE ROADWAY IMPROVEMENTS. /10 K AfFl " ca4i v K 7 1 or tL,twe 0.m J of ANX U NORTHISPIDE DRIVE AND ROUNDABOUT ARE SHOWN FOR REFERENCE ONLY LEGEND: PEDESTRIAN TRAIL TRAIL AREA (TO BE DEDICATED TO COUNTY) FLOOD PLAIN (TO BE DEDICATED TO COUNTY) GREENWAY (TO BE DEDICATED TO COUNTY) OPEN SPACE AREAS Zm RESIDENTIAL AREAS CONSERVATION AREAS ROAD ROW (TO BE DEDICATED TO V]DOT BY OTHERS) ACCESS EASEMENT ElaSTING MIDENCE W -A A ENGINEERS SURVEYORS im PLANNERS AsSOCIATES M�4119 ��VA M P�.� 434.9U.27M Lli LLJ 0 z IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: I" = 120' %?W%� 120' 0 120' DESIGNED BY. FIHC?jLUI: PCs NORTH POINTE DRAWN IA NORTHWEST RESIDENTIAL AREA AB PRELIMINARY SITE PLAN TITLE: REVIEWED BY. LAND USE PLAN Dim WWA NUMBER: FILE NAME SCALE: DATE: 609504C-CO8.dwg H 1"- 120' 3110108 206095.04 � ),� NIA SET REV. NO.� 1 DRAWING NUMBER: C-8 SHEET NUMBER 8 of 16 TMP 03300-00-00-01500 NEXT GENERATION L.L.C. ZONED RA RURAL AREAS AGRICULTURE 1 PRNATE' ADDED TO EXISTING ACCESS EASEMENT. PCs 5/02/08 PROJECT: NORTH POINTE NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN Li Ic;:.'✓. NO.: 1 8Y : RG DRAWING NUMBER: C_9 — LINES k RADII MODIFIED AS NEEDED. REVIEWED BY: DJA# SHEET NUMBER: 9 of 16 WWA NUMBER: 206095.04 _ DA7 E: 3/10/08 NO t SHEET REVISION BY DATE N0. SHEET REVISION BY DATE FOR FUTURE DEVELOPMENT (OFFSITE PRELIMINARY LAYOUT IS SHOWN FOR INFORMATION ONLY AS PER THE ZMA APPLICATION PLAN) x\491 / FEMA 100 YR FLOOD BLAIN TMP 03200-00-00-022JO HARDTIMES LLC ZONED RA RURAL AREAS RESIDENTIAL IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 100' 100' 0 100' 'P,Tx OP ` 3I Lic.No. 12257 a S'Iz—O��t{�� S"SIONAL F'�G ENGINEERSDR9WN © SURVEYORS PLANNERS ASSOCIf�TES t ewe nw: Ia ti�.�neM.vei i :<'.' .� . :a�a ."M DESIGNED BY: PCs PROJECT: NORTH POINTE NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN Li Ic;:.'✓. NO.: 1 8Y : RG DRAWING NUMBER: C_9 TITLE: OVERALL LAYOUT PLAN REVIEWED BY: DJA# SHEET NUMBER: 9 of 16 WWA NUMBER: 206095.04 FILE NAME: SCALL: 609504C—CO9.dwg V N�A100� DA7 E: 3/10/08 z TRUNCATED WITH NOTE ABOUT ACSA NO. 4r•.ftl• i i i ♦ i i i / i i i i i � OFFSITE DRAINAGE AREA TO SWM #10 AS SHOWN IN ZMA' 3 1 I DATE Q i IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED NOTE: SCALE: 1" = 100' 1. SEE SHEET 16 FOR PRELIMINARY STORMWATER QUALITY CALCULATIONS. 2. THE IMPERVIOUS AREA FOR THE PATTERN OF THE SCHOOL SITE WffHIN 100' 0 100' THE DRAINAGE AREA HAS BEEN INCLUDED IN THE STORM WATER CALCULATIONS. a WACR ENGINEERS (19SURVEYORS PLANNERS DESIGNED BY. PROJECT: NORTH POINTE NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN SET REV. NO.: 1 DRAWN er: EDH DRAWING NUMBE C-15 TITLE: DRAINAGE AREA MAPS REVIEWED BY. ASSOCIATES °OVA 1020imh1AP l cy�ewy v�xawz a.wm+�o..v�>moi .� x�.31bmo P� .,.�..x,W ...��M'.—� DiM SHEET NUMBER: 15 of 16 WWA NUMBER: 206095.04 FILE NAME: 609504C—C15.dwg SCALE: H:10 too' v:N�A DATE: 3/10/08 PRELIMINARY 5TO13MWATER MANAGEMENT CONCEPT N.AREEIVE: STORMWATER MANAGEMENT FOR NORTH POINTE - NORTHWEST RESIDENTIAL AREA WILL BE ACHIEVED THROUGH A COMBINATION OF DRY DETENTION BASINS, CONTECH STORMFILTERS, FILTERRA BIORETENTION UNITS, AND SMALL BIOFILTERS. QUANTITY CONTROL WILL BE PROVIDED THROUGH THE USE OF DRY DETENTION BASINS THAT ARE CAPABLE OF ATTENUATING THE 2 -YEAR AND 10 -YEAR POST -DEVELOPMENT FLOWS TO THE 2 -YEAR AND 10 -YEAR PRE -DEVELOPMENT FLOWS. QUALITY CONTROL WILL BE PROVIDED PRIMARILY THROUGH THE USE OF CONTECH STORMFILTERS AND BE SUPPLEMENTED WITH FILTERRA UNITS AND SMALL BIOFILTERS; THE COMBINED USE OF THESE QUALITY FEATURES WILL BE DESIGNED TO MEET COUNTY REQUIREMENTS. A POSSIBLE BIOFILTER LOCATION IS DEPICTED ON DRAWING C-10. BIOFILTERS CAN BE INTEGRATED DURING FINAL DESIGN IF ADDITIONAL QUALITY MEASURES ARE NEEDED. THE SHORT VERSION BMP COMPUTATIONS SHOWN ON THIS SHEET ARE BASED ON PRELIMINARY GRADING, THE PRELIMINARY CLOSED CONDUIT STORM SYSTEM LAYOUT, AND CURRENT BUILDING LAYOUT AS PER THIS PRELIMINARY PLAN. THESE VALUES ARE SUBJECT TO CHANGE WITH FINAL DESIGN. BECAUSE THE REMAINING SECTIONS OF NORTH POINTE ARE TO BE DONE BY OTHERS AT A LATER DATE, THESE PRELIMINARY CALCULATIONS, DRAINAGE AREAS, AND "C" VALUES ARE SUBJECT TO CHANGE WITH FINAL DESIGN. SWM FACILITY #10: A STORMWATER DETENTION BASIN HAS BEEN SIZED TO ATTENUATE THE 2 -YEAR AND 10 -YEAR STORMS. PER PRELIMINARY CALCS, THE DRAINAGE AREA OF 8.03 ACRES REQUIRES A REMOVAL RATE OF 51%. WATER TREATMENT WILL BE ACCOMPLISHED THROUGH A SERIES ARRANGEMENT OF STORMFILTERS, FILTERRA UNITS AND/OR SMALL BIOFILTERS TO TREAT THE RUNOFF BEFORE ENTERING THE DETENTION BASIN. SWM FACILITY #11: STORMWATER MANAGEMENT FACILITY NO. 11 HAS BEEN SIZED TO ATTENUATE THE 2 -YEAR AND 10 -YEAR STORMS. PER ALBEMARLE COUNTY'S SIMPLE METHOD BMP WORKSHEET, THE DRAINAGE AREA OF 7.57 ACRES REQUIRES A REMOVAL RATE OF 61%. WATER TREATMENT WILL BE ACCOMPLISHED THROUGH A SERIES ARRANGEMENT OF STORMFILTERS, FILTERRA UNITS AND/OR SMALL BIOFILTERS TO TREAT THE RUNOFF BEFORE ENTERING THE DETENTION BASIN. SWM #12: STORMWATER MANAGEMENT FACILITY NO. 12 HAS BEEN SIZED TO ATTENUATE THE 2 -YEAR AND 10 -YEAR STORMS. PER PRELIMINARY CALCS, THE DRAINAGE AREA OF 3.95 ACRES REQUIRES A REMOVAL RATE OF 60%. WATER TREATMENT WILL BE ACCOMPLISHED THROUGH A SERIES ARRANGEMENT OF STORMFILTERS, FILTERRA UNITS AND/OR SMALL BIOFILTERS TO TREAT THE RUNOFF BEFORE ENTERING THE DETENTION BASIN. SINCE STORMWATER FLOWS ENTER THE BASIN IN SEPARATE LOCATIONS, TWO SEPARATE STORMFILTER/FILTERRA FEATURES MAY BE NECESSARY TO ADEQUATELY PROVIDE QUALITY CONTROL. THE ENGINEER RESERVES THE RIGHT TO MODIFY THE FACILITY TYPE PER ANY LAYOUT CHANGES THAT MAY BE DEEMED NECESSARY WITH FINAL ENGINEERING, PROVIDED APPROPRIATE WATER QUALITY REQUIREMENTS ARE MET. BASED ON FIELD STUDIES PERFORMED BY CONTECH, IT IS BELIEVED THAT THE STORMFILTER CAN SUCCESSFULLY CAPTURE AT LEAST 80% OF TOTAL SUSPENDED SOLIDS AND ACHIEVE THE REMOVAL RATES REQUIRED BY ALBEMARLE COUNTY'S SHORT VERSION BMP COMPUTATIONS. ADDITIONALLY, FILTERRA UNITS AND SMALL BIOFILTERS WILL BE USED TO SUPPLEMENT THE POLLUTANT REMOVAL PROCESS. PRELIMINARY DISCUSSIONS WITH CONTECH ENGINEERS REVEALED THAT EXISTING FIELD STUDIES SHOW THAT STORMFILTER BMP'S WILL PROVIDE 80% TSS REMOVAL RATE. THE USE OF THESE FEATURES COMBINED WITH THE ADDITIONAL SETTLEMENT OF SUSPENDED SOLIDS WITHIN THE DETENTION BASIN SYSTEMS WILL PROVIDE ADEQUATE TREATMENT TO MEET THE PROJECT REQUIREMENTS. DURING THE PRELIMINARY STAGE OF FINAL SITE PLAN DESIGN OF THE SWM SYSTEMS, APPROPRIATE STORMFILTER TEST DATA WILL BE DISCUSSED AND REVIEWED WITH COUNTY PERSONNEL. Short Version BMP Computations For Worksheets 2 -6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: North Pointe Water Resources Area: Development Area Preparer: WW Associates Date: 11 -Oct -07 ShortVersion BMP Computations For Worksheets 2 -6 Albemarle Counly Water Protection Ordinance: Modified Simple Method Plan: North Pointe (NW Residential) Water Resources Area: Development Area Preparer: WW Associates Date: 11 -Oct -07 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: North Pointe Water Resources Area: Development Area Preparer: WW Associates Date: 11 -Oct -07 Project Drainage Area Designation SWM #10 Project Drainage Area Designation SWM#11 Project Drainage Area Designation SWM Facility 912 L storm pollutant export in pounds, L = [P(Pj)Rd12I [ C(A)2.72 ] Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) L storm pollutant export in pounds, L = [P(Pj)RW12 ] [ C(A)2.72 ] L storm pollutant export in pounds, L = [P(Pj)RN12 ] [ C(A)2.72 I small mr correction factor, 0.9 Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) () Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) tti I I percent imperviousness p small storm correction factor, 0.9 1 PJ small storm correction factor, 0.9 P annual precipitation, 43" in Albemade I percent impeMousness I percent impeMousims A project area in acres in subject drainage area, A = 8.03 P annual precipitation, 43" in Albemarle P annual precipitation, 43" in Albemarle C pollutant concentration, mg/I or ppm target phosphorus A project area in acres in subject drainage area, A = 7.57 A project area in acres in subject drainage area, A = 3.95 f factor applied to RR C pollutant concentration, mg/I or ppm target phosphorus C pollutant concentration, mg/I or ppm target phosphorus V required treatment volume in cy, 0.5" over im erv. area = P A(1)43560(0.5/12)/27 f factor applied to RR PP f factor applied to RR RR required removal , L(post) - f x L(pre) V required treatment volume in cy, 0.5" over imperv. area = A(I)43560(0.5/12)/27 V required treatment volume in cy, 0.5" over imperv. area = A(I)43560(0.5/12)/27 1AR removal efficiency , RR100/L(post) RR required removal , L(post) - f x L(pre) RR required removal , L(post) - f x L(pre) RR removal efficiency , RR100/L(post) 1AR removal efficiency, RR100/L(post) Impervious Cover Computation (values in feet & square feel) Item Impervious Cover Computation (values in feet & square feet) Impervious Cover Computation (values in feet & square feet) pro -development Area post -development Area tem Paved Length Width subtotal P Length Width subtotal pre -development Area post -development Area pre-development Area post -development Area Paved Length Width subtotal Length Width subtotal Paved Length Width subtotal Length Width subtotal Roadways 137,407 Driveways Length Width no. subtotal length Width no. subtotal Roadways 124,346 Pavement 50,635 and walks Driveways Length Width no. subtotal Length Width W. subtotal Driveways Length Width no. subtotal Length Width no. subtotal and walks and Walks Sidewalks 2,500 Parking Lots Area 1 Area 2 Area 3 Area 4 ,Area 1 Area 2 Area 3 Area 4 Sidewalks 4,968 Sidewalks 9900 (included in paved area) Packing Lots Area 1 Area 2 Area 3 Area 4 Awl Area 2 Arm 3 Area 4 Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal (included in paved area) (included in paved area) x 0.70 = x 0.70 = Gravel areas Area 1 Area 2 subtotal ,Area 1 Area 2 subtotal Gravel areas Area 1 Area 2 subtotal ,Area 1 Area 2 subtotal Structures Area no. subtotal Area no. subtotal x 0.70 = x 0.70 = x 0.70 = 'x 0.70 = full 714 18 12,852 12,852 Structures Area no. subtotal Area no. subtotal Structures Area no. subtotal Area no. subtotal half 357 17 6,069 6,069 full 714 75 53,550 53,550 Full 714 44 31416 school 5,431 5,4131 half 357 48 17,136 17,136. Half 357 26 9282 ActrIely-grazed pasture & Area Area total 40,698 yards and cultivated turf 'x 0.08 = x 0.08 = Actively -grazed pastun+& Aroa Area Acthely-grazed pasture & Area Area Active crop land Area Area yards and cultivated turf x 0.08 = x 0.08 = yards and cultivated turf x 0.08 = x 0.08 = x 0.25 = x 0.25 = Active crop land Area Area Active crop land Area Area Other Impervious Areas Area 1 Area 2 Area 3 ', Awl Area 2 Area 3 x 0.25 = x 0.25 = x 0.25 = x 0.25 = Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3 Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3 Impervious Cover 0%! 47% I(pre) I(Pot) Impervious Cover 0% 61% Impervious Cover 59% Rv(post) V 'includes areas within drainage area offsite I(pre) '(post) I(pre) 4post) 0.47 253.5 Rv(post) V Rv(post) V 0.60 308.6 0.58 156.2 New Development (For Development Areas, existing Impervlouscover <= 200/4 1 C f I (pre)' Rv(pre) L(pre) L(post) RR %RR Area Type New Development (For Development Areas, existing Impervious cover r_ 20-4 New Development (For Development Areas, existing Impervious cover <= 20%) 0.70 1.00 20% 0.23 11.34 23.30 11.96 51% Development Area C f I (pre) • Rv(pre) L(pre) L(posU RR %RR Area Type C f I (pre) • Rv(pre) L(pre) L(post) RR %RR Area Type 0.35 1.00 0% 0.05 1.23 11.65 10.42 89%: Drinking Water Watersheds 0.70 1.00. 20% 0.23 10.69 ' 27.69 17.00 61%'. Development Area 0.70 1.00 20%. 0.23 5.58. 14.05 8.48 60% Development Area 0.40. 1.00 1%. 0.06 1.66 '., 13.31 11.65 ! 88%I, Other Rural Land 0.35 1.DO 0% 0.05 1.16 13.85 12.68 92%' Drinking Water Watersheds 0.35! 1.00 0%. 0.05 0.61. 7.03 6.42 j 91%, Drinking Water Watersheds ' min. values 0.40 1.00 1% 0.06 1.57 15.82 14.26 90%I Other Rural Land 0.40 1.00' 1%, 0.06 0.82 8.03 7.21 90%, Other Rural Land ' min. values • min. values Redevelopment (For Development Areas, existing Impervious cover > 2VM C f I(pre)'iRv(pm)i L(pm) L(post)! RR %RR Area Type Redevelopment (For Development Areas, existing Impervious cover >20-0) Redevelopment (For Development Areas, existing Impervious cover >20-4 0.701 0.90 20%'. 0.231 11.341 23.30 13.091.. 56%i Development Area C f I(Pre)• Rv(pm) L(pre) L(post) RR %RR Area Type C f '�, I(pre)' ' Rv(pre) L(pm) L(post) RR %RR Area Type 0.35 0.85 0%'. 0.05 1.231 11.65 10.601 91W Drinking Water Watersheds 0.70 0.90 20% 0.23 10.69 27.69. 18.07: 65%, Development Area 0.70 0.90 20%'. 0.23 5.58 14.05 9.03 64% Development Area 0.40 0.85 1%'. 0.06. 1.66 13.31 11.90. 89%: Other Rural Land 0.35 0.85 0% 0.05 1.16. 13.85 12.86 93% Drinking Water Watersheds 0.35 0.85 0%' 0.05 0.61 7.03 6.51 93%i Drinking Water Watersheds 0.40 0.85 1% 0.06 1.57 15.82 14.49'-, 92% Other Rural Land 0.40 0.85'. 1%' 0.06 0.82 8.03 7.34'. 91% Other Rural Land Further details on offsite imperviousness Total Area = 9.81 Acres 0.9 = impervious surface Offsite area within Drainage Area = 4.93 Acres Onsite area within Drainage Area= 4.81 Acres 0.4 = lawn I park Onsite "C" Value 1.947 x (0.9) + 2.853 x (0.4) 4.8 = 0.60 Offsite "C" Value 1.63 x (0.9) + 0.124 x (0.9) + 1.476 x (0.4) 3.23 = 0.67 Combined "C" Value e c 4.80 x (0.60) + 3.23 x (0.67) w8.03 = 0.63 = "C" value for Drainage area #10 0 c E a v 0 LO rn 0 kp 0 N i S v E Y 0 a e 1 STORM WATER NARRATIVE MODIFIED JBS 5/02/08_ DESIGNED BY: a° ayTH OF DrA � CR z ®ENGINEERS DRAWN BY: SURVEYORS EDH 9 O - PLANNERS REVIEWED BY: N �o� ASSOCIATES DJM =m"a VAzasoz cmmmwx.vArz99r WWA NUMBER: ax�ra.wra ehme: 4X9NIM N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE srONAL R'� .a..,.R«nus.0n 206095.04 PROJECT. NORTH POINTE NORTHWEST RESIDENTIAL AREA PRELIMINARY SITE PLAN TITLE: PRELIMINARY REMOVAL RATE CALCULATIONS FILE NAME: SCALE: DATE 609504C-C16.dwg H NIA V. N/A 3/10/08 SET REV. 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DESIGN CHANGES _ s-_ _ T _ _ > \ 12-01 D3 PER COUNTY 42 ITEM LIST PBOgOSEO _ - -__ __,�_- _ - _- _ ---===3- - i - - -- �--�� L; ^^ l <� - _ _-�- f--- - =J`t ---- ~) �' - (� — \ a --q - - ---y - ._� -. ?.� 79 ��!� �-�_ 9, / _------------------------_------- - _ --_ __-�"" _- 7 -----_ c.`` '-✓ / �,,x `-`- ..�ti-F - - ----,, - -1 /__ - �_____ ___ _--_--"rt_�= ` `\ _ / s� .__... -. Ck / _ /`, : - a, _:_[ r. T - - / - _ tea.. - - _ - i I o _ - ---- - �� - - sc.� .,. - i - _ ' _ - =�-- _ _'`_�`'--�-- - �-- - - _ - _\ _ \ _ __ 02-�3-04 PER DESIGN CHANGES %%% -I% \ - _ -- _ -- r - --- -- _ _------ ----_ - - _ _ - - -� _ --_-- _/ - �� �7 ( - - �-L _' _ �- ` - - - `- --/ _ _ ' -- ---------- ---- _ - - _- ia -------- -------- aF -- --- -_ 03 09 04 PER DESIGN CHANGES �~ _ > 1 LL........ 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' I I / / _ - _ \ \ / /// / / i __ - _ \ � L1� - - - \ \ \ \ / / \ \ I I I 6 \ , \ - _ _ 03-06-06 PER COUNTY COMMENTS SEWER IN T ---'�_ _ / c ¢ \ / / _ A I \ ) \ \ \ \ \ / / \_\ \� \ \ 1 1 1 , \ r \ I 1 1 I 7 -0 / / _ / t q - \ 04-14-06 PER COUNTY COMMENTS CONNECTSE E L E O - / // - 1 \ \ \ / / \ \ / \ \ / / \ z - _ _ OS -10-06 PER COUNTY COMMENTS EXISTING PUMPING STATION / //Il \ I 1 \I \ / / 1 - ` \ / I I ) \\ \ \ \ \\ \ I ( ' a _ - -'-/// \\ I /, n - -�� \ \ I \ 1 I I , / I \ \ \ \ / --i _ 06-13-06 PER MINOR BUILDING CHANGES PER A. C. S. A. 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