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HomeMy WebLinkAboutARB201800030 Plan - Submittal (First) 2018-03-14GENERAL NOTES OWNER/DEVELOPER: NEIGHBORHOOD INVESTMENTS NP, LLC RICHARA COURT 810 CATALPA COURT 810 NORTH POINTE 22,75 CHARLOT7ESNLLE; VA 2290J (434) 92J-8900 ENGINEER: COLLINS ENGINEERING 1CARRETT IL 24, NORTHWEST RESIDENTIAL AREA PRELI CHARLOT7ESNLLC VA 22902 (4J4)29J-J719 PRELIMINARY PLAT APPROVAL: A: PRlL 24, 2009 TAX MAP NO.: 03200-00-00-022KO DO 3929 PG 052 TOTAL PRO.ECT AREA: 39.99 ACRES TOTAL ZONING PLANNED DEVEIOPMENT MIXED COMMERCIAL (ZMA-2000-00009 & ZMA-2073-00014) & ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, FLOOD HAZARD OVERLAY DISTRICT AND AIRPORT IMPACT AREA OVENLA Y DISTRICT SPECIAL USE PERMITS SP-20O6-0- MARCH 14 20D7 SPECIAL USE PERMIT M ALLOW FILL M THE FLOGOPLAW OF FLAT BRANCH CREEK FOR THEPROPOSED LEWIS AND LYARK DRIVE EXTENSION, REQUIRING COUNTY AND WOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN. ALM REWIRED ARE FQIA APPROVAL OF THE CROSSING AND A COUNTY APPROVED ESC PLAN AND MTIGA RON PUN, SPECIFIC LANDSCAPING REQUIREMENTS AND WALL DESIGR DETAILS. SP-2002-72 AUGUST 24 T006 SPECIAL USE PERMIT TO REZONE WE PROPERTY FROM RA TO PIT MC PUNNED DEVELOPMENT MIXED COMMERCIAL SPECIFI/NG THE TYPE OF UNITS, PHASING, CONSERVATION AREAS OPEN SPACE GREENWAYS AND ACCESS LANDSCAPING ROADWAY CONNCCRONS AND GRADING UTILITY, AND DRAINAGE RESTRICTIONS COMP PUN LAND USE DESIGNATION (ROLL MEAD - PLACES 29) URBAN DENSITY RESIDENTIAAL TOPO A SURVEY.' SURVEY PROVIDED BY W&W ASSOCIATES INC DATED APRIL 25, 2007 SUPPLEMENTAL SURVEY BY W&W ASSOCIATES; INC DATED NOVEMBER 4, 2009. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED DECEMBER Z 2006. TOPO FIELD VERIFIED BY COLONS ENGINEERING IN NOVEMBER 2017. DA NM: NAO84 RAW 88 USES EXISTING - UNDEVELOPED AND RESIDENTIAL PROPOSED - 184 MULTI -FAMILY RESIDENTIAL TO�WNHOMES WATER SUPPLY PRO7ECTION AREA: N/A WATER RESOURCE AREA: DEVELOPMENT AREA - COMMUNITY PROPOSED DENSITY' 184 UNITS / 39.99 ACRES = 4.60 DU/AC GREENWAY DEDICARON 16.23 ACRES TOTAL (6.68 ACRES OUTSIDE OF FLOOOPLA/N) TREE PRESER VA DON, 18.75 ACRES / (39.99 AC TOTAL)-46.9.T BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SEMAO(S FRONT, 8' MIN.; GARAGE DOORWAY IS' MAX. 50' SIDE' 6' MIN. NO MAX. REAR: IO' MIN. NO MAX. SUBDIVISION STREETS CURB & GUTTER WA 7ERSHED: NORTH FORK RIVANNA BELOW W47ER INTAKE - THIS LAND IS NOT WTHIN A WATER SUPPLY WATERSHED A6R/CULMRAL/FORESTAL DISTRICT.NONE EXISTING VEGETATION, W130DED UGHBNG NO SITE UGH77NG IS PROPOSED LANDSCAPING A LANDSCAPING PUN SHALL BE PROVIDED WITH THE FINAL SITE PLAN /N ACCORDANCE 4WTH ALBEMARLE COUNTY ORDINANCE SECTION 3279. STREET TREES SHALL ALSO BE INCLUDED W77H THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS TRASH RECEPTACLES EACH UNIT WILL HAVE THEIR OWN TRASH CAN WIN TRASH REMOVAL SERVICE ONCE A N£EK. PHASING SITE MAY BE PHASED AS SHOW. FINAL PHASE UMI7S TO BE DETERMINED WITH SUBDIVISION PLATTING ALL OPEN SPACE MUST BE A MINIMUM OF 25X OR GREATER FOR EACH PHASE OF THE DEVELOPMENT. DEVELOPMENT 70 BE CONSTRUCTED BETWEEN 4 AND 6 PHASES. PARKING REQUIRED: 2 PARKING SPACES PER UNIT + i GUEST SPACE FOR EACH 4 UNITS 2 X 164 UN/ 75 = 368 184 UNITS / 4 = 46 TOTAL PARKING SPACES REQUIRED = 414 PARKING PROVIDED: OFF-STREET PARKING SPACES = 368 GUEST SPACES = 46 TOTAL PARKING SPACES PRONGED = 409 STREAM BUFFERS/FLOGGPLAIN THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE Wi7H THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 7HIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER 51003C01450 ADOPTED FEBRUARY 4, 2005. AN APPROVED CLOMR EX15i5 FOR THE PROPERTY. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE ALONG FLAT BRANCH STREAM. RETAINING WALLS RETAINING WALLS ARE PROPOSED WITH THIS PUN, SEE GRADING PUN SHEETS 11 & 12 RECR£A ROM: A MINIMUM OF 200 SF PER UNIT REQUIRED = 200 SF X 184 UNITS - J6,B00 SF (085 ACRES) PASSIVE RECREA DON GREENWAY PROVIDED 1786 ACRES AREAS LOTS 8.20 AC. RICHT OF -WAY & ACCESS' 2.87 AC TOTAL OPEN SPACE (INCLUDES GREENWAY & FLOODPLAIN). 1598 2595 AC. (59.9%) EXISTING RESIDENCE. 243 AG IMPERVIOUS AREAS 43G817 SF (9.9 AC) TOTAL ROADS/O?IVEWAYS/PARK/NG: 222,848 SF SIDEWALKS 42373 SF BUILDINGS 161,446 SF EXISTING UNDISTURBED IMPERVIOUS AREAS 4,150 SF CRITICAL SLOPES MANAGED STEEP SLOPES AND PRESERVED SIEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. IMPACTS TO STEEP SLOPES ARE CONSISTENT WI7H THOSE APPROVED BY THE PRELIMINARY PLAT. BURIAL STIES NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. 7RAMC ANALYSIS SEE APPROVED TIA REPORT FOR NORTH P&N7E DEVELOPMENT PARKING, AND BUILDING ENVELOPE TABULATIONS RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ' VMi• gym......,.,. / �!• ��,r;RE€ROMAN .. ' •� (OUTSIDE OT ; / �.••• •. FLOODPUIN) r / y-� • FLOOOPIAIN' �a � Fl ES SMT �� / ��• ' L r moo. i / OPEN SPA�E M SITE PLAN I. I I I' � •.h liv • AY AA/ SHEET LAYOUT SCALE: 1" = 150' Ov / O1NES�R"�% U�UL�f1 t� PLO ......UR . RN RIVAIV4 NNA fi W _. z kFsc7 ..vV1E`7'T VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title i COVER ZMA PROFFERS 3 3 ZMA PROFFERS 3A SPECIAL USE PERMITS 4 EXISTING CONDITIONS S LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING, DRAINAGE, MITIGATION, & SWM PLAN 10 GRADING, DRAINAGE, MITIGATION, & SWM PLAN ii NOTES & DETAILS ly NOTES & DETAILS 13 NOTES & DETAILS 14 IV HL �I'lCC1 LEGFNp: - 40' BUFFER LINE PEDESTRIAN TRAIL (DEDICATED TO PUBLIC USE LOCATION PER ZMA PLAN) FLOOD PLAIN (TO BE DEDICATED TO COUNT YIPUBLIC USE) =9.55 AC. GREENWAY & TRAIL AREA OUTSIDE OF FLOODPLAIN =6.68 AC. (EASEMENT TO BE DEDICATED TO COUNTY/PUBLIC USE) OPEN SPACE AREAS (DEDICATED TO THE HOA) =7.72 AC. PUBLIC RIGHT OF WAY (TO BE DEDICATED TO VDOT) =3.08 AC. PRIVATE ACCESS & MAINTENANCE EASEMENTS =2.43 AC. C2�4�JJ EXISTING RESIDENCE TO REMAIN -2.43 AC. RESIDENTIAL AREA LOTS CONSERVATION AREA (FOR SWM QUALITY CREDIT) -18.75 AC. (INCLUDES PORTIONS OF OPEN SPACE, FLOODPLAIN, & GREENWAY) ROADS LEGEND I I EXISTING CULVERT NOTES: O CULVERT 1. NORTHWEST RESIDENTIAL AREA CONSISTS EXISTING SINGLE-FAMILY DETACHED RESIDENTIAL UNIT UNIT COMPARISON TO NORTH POINTE ZMA: SIF' MULTI- 0 DROP INLET & STRUCTURE NO. 184 NEW UNITS IN 33 MULTI -FAMILY BUILDINGS PROPOSED IN THIS PLAN 2 FUTURE SINGLE-FAMILY DETACHED RESIDENTIAL UNITS DETACHED FAMILY OTHER TOTAL NIA NIA NTA 893 CURB NORTH POINTE MAXIMUM 2. THE GROSS RESULTING DENSITY OF UNITS AFTER THE FINAL 2 "FUTURE UNITS" IN - - _ MINIMUM 205 205 2. 1WA O CURB & GUTTER THE NORTHWEST RESIDENTIAL PREVIOUSLY PROVIDED 0 0 0 J 184J PROPOSED PAVEMENT AREA ARE DEVELOPED SHALL BE 187 UNITS / 39.99 ACRES = 4.676 NORTHWEST RESIDENTIAL AREA NEW 0 184 0 18a UNITS ACRE. THE DENSITY PRIOR TO THE 2 -FUTURE / EXISTING 1" 0 0 P' EC-3A DITCH UNITS" BUT INCLUDING THE ONE EXISTING UNIT SHALL BE 185 UNITS / 39.99 FUTURE 2 0 205 - J 211 ACRES = 4,626 UNITS/ACRE. 3. BUILDING TYPE DESCRIPTIONS: REMAINDER 203 21 205 707 8• DEPTH OF EC-3A DITCH A - THREE STORY FRONT, TWO STORY BACK RETAINING WITH GARAGE NOTES: EC-2 DITCH B - TWO STORY FRONT AND BACK WITH GARAGE 1. + S/F IS SINGLE FAMILY C - TWO STORY FRONT WITH GARAGE, THREE STORY BACK 2. +* THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE 6• DEPTH OF EC-2 DITCH RESIDENTIAL UNIT COUNT FOR NORTH POINTE. AFFORDABLE IT COMPARISON COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALLFINAL PLAN APPROVALS. FOR MULTI- FAMILY SALE OTHER SINGLE FAMILY TOTAL FOR SALE % FOR SALE FOR RENT % FOR RENT CARRIAGE HOUSES % CARRIAGE HOUSES TOTAL NUMBER TOTAL PERCENTAGE NORTH POINTE MINIMUM 12 12 16 40 100% 66 100% 4 100% 110 100% PREVIOUSLY PROVIDED 0 0 0 0 0% 0 0% 0 1 0% 0 0% NORTHWEST RESIDENTIAL AREA 0 1 0 1 0 0 0% 28 42% 0 0% 28 25% REMAINDER 12 1 12 1 16 40 100% 38 58% 4 100% 82 75% NOTE: 28 AFFORDABLE HOUSING UNITS (PROFFER 8.2) WILL BE BUILT IN THE NORTHWEST RESIDENTIAL AREA OF THE OPEN SPACE TABULATIONS: NORTH POINTE DEVELOPMENT. ••„•„_ EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS -T WOT STANDARD STOP S76N n'°----- EXIS71NG CONTOUR PROPOSED CONTOUR zoo 5b PROPOSED SPOT ELEVA770M �- TBC DENOTES TO"ACK OF CURB T/B DEN07ES TOP OF BOX I APPROVALS I DATE DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT TH OFG O SCo'rr R. cou,! U LiC. No. 0357911a e`rSIONAL Eta' Q 4Z J Zco W co a) HI N 04 � G J CD N CL W Q Q > W Z J Q J ® w H NN LL Z C) w0 W 1 Y � H_ W ' n � V' U _ Z w LL Lupf O ~ z J � LW r J Ix I z 0 ♦2 0C:) N U O� 7 F x N 152116 SCALE AS SHOWN SHEET NO. 1 A V/3- Zx)(v -3 U 1VT_T ,111 47 AMUNDED AND RESTATED PROFFER STATEMENT NEIGHBORHOOD INVESTMENTS - NP, LLC ORIGINAL REZONING APPLICATIONt 4ZMA-2(l00-009, SP -2002-72 REZONING APPLICATION: 4ZTNIA 2013-00014 PERTAINl1NGTo,i,)-kX MAP AND PARCEL NUMBER 32-22k March 25, 2014 With respect to the property describcd in rezoning application #ZMA-2000-009, - I and SP -2002-72 (the original "ZMA" ' ), �Wf I Properties Limited partnership is the fee simple o,w,rier arid North Pointe CIlarlottesville, LLC is the controact purchaser of Tax _%4ap 31, Parccls2Q, 20A, 20AI, 20A2, 2OA3 an([ 291 (the "North Pointe Property"), and Violet Hill Associates, L.1-C - is th(� 1'ec simple owncr ofTax�­lap 32, Parcels 23, 23A, 2313, 23C, 23D, 23,[-,, ' , , 23F, 23G '31-1 and 21J (the"VlolQt Hill Property"), arid Neighborhood Investments -NP, LLC � is tile bee simple ownei� of Tax Map 32, Parcel 22K (Parcels 224 and 22K have been combined Into a single I"arcel 22K.) (the "Neighbor.hood Investments Property"). Uriles8 other%vics�-- noted, . the respe��,tive p�wtje,3 arc IncliVidUaRY and collectively referred to herein. as the"O'kxner". which . � I terra shall Include any successors. in interest. The terni Owner shall rel`er to the spccific. owner of the Neighborhood Inyestilients Property, the North Pointe Property or the Violeti-lill Property wrien a proffered coridukin relates to a specific property, and the terin Owner shall refer to the ' . oiwvners of the rcspcctive properties collectively whencvIcr a proffered. condition relates to all the - I properties subject to this zoning map application, Ilie Narth Pointe Property, the Violet Hill Property, and the 'Neighborhood livvestinents Property arc referred lo collectively as 'the "Properly," unless otherwisenoted. I . � I pursuant to Sectlan 33.3 of the Albemarle Caunty Zoning Ordinance, Owner hereby voluntary proffiers the conditions listed ill this Amended arid Restated Proffin- Statement, which shall be applied to the liorth Pointe Property if this ZMA is approved by Albemarle Colimy, These, condhions are proffered as part of the ZNIA and it is agreed that: �I) tile ZNIA . I itself gives 6se to the riced for the conditions, and (2)such conditions have,a reasonable relation g , to -the rezoning requested. , Phis Aiiwndc7d zind Restated Proffer Staterrient shall relate to the tnuhl-page application plan entitled "North Pointe Corninunity", prepared by Keeney & Co,, Architects, as revised through June 13, '2006 and attached hereto as Exhibit A (the "Applicatioli PIan"), arid the Albemarle County Code in effect -,is of the date of the Ofi,girial Proffer Statenictit (tile "County - Code")� The North P01atC COMMURIt�1 shall be referred to as the"Project." L THIS SECTION INTENTIONALLY DELETED H. ENTRANCE CORRIDOR 2.1 Creation of iii 40-Foot Buffer along the Entrance Corridor. Within six (6) months after the acceptance by the Virginia Departni�,w of Transportation ("VD07) of the Road Irnprover-rients as defliQ in Section 5.3 that are along the northbound lanes of U.S. Route 29, Owner shall plant and thereafter maintain at all times a landscaped bufficir, including (2) 'North Point Boulevard� ake Lload arid I�ro(ffi Rty ,. _ .�__Le _ __qd (i) Leake Road and North PointQ BoLilevard,, iii a,cQordance with the desion, crosq-sectlon� shown on Sheet D-I, frorn Proffit Road to either Northside Drive ` East or, if Northside Drive East has riot yet beeii constructed to the rouri,clabout ,it North Pointe Boulevard, Nforth Pointe Bouh�vard shall be extended to Noflli�vcst Passage, The 07"Ifler shall pro,,,,ide a fifty (50) foot PLAblic right-of-way alorip, Lcakc Road and shall construct a two-larre � Z:� , publi� street to he accepted by VDOT and as ITILECII of the other improverrients sho�,vn on the cross -sections as possible within the available right-of-way as reasonabit'y determined by the Counly Enoincer. Z�l . The roundabout, or swch other improvements as niav be I (ii) - approved by VDOT and the County, ,it tile intersection of' [.cake Road and Prot'fit Road shown (311 Sheet B and ,,in additional WP_Stb0LHid riollt t�uvn latjt�� oil Proff-it Road frorn Leake Road to U.S. . ;:� , " [Zoute 29 as shown on Sheet E� In ,Rdditioli, for property accl(lisition that is required for the cill- site public, riglit-of-%,�,ay for construction of- tile improvements ruxlllircd by this ' Q I a Section -55.3,1(a)(2)(ii), tlicO�.,,�iicr5heill-roakc.a,;�tsli,:c�nLr.LL,Lttion orprovidc a IcttQrof-;r' dit ill ' f'orrri approved by tlic County Attorney fbi- -SLICII PLH`P0Se in tile aniount as deerried necessary for 11 Ided that Snell arriount , c the prupom acquisition by the County Attorney, prov ,hall not exe ,ed one hundrcd fi�ty percent ( 150*%) ofthe County's Cair market vahle appraisal prepared Ibr accluisitiorl �� - � . and coilderrination purposcs. The cash contribution or letter of credit described in this Section 5.3. l(a)(2)(6) stiall be used io pay for the total cost of'thc right of way acquisition. The I n7 � totall cost of the right of way acquisition for tile off­�sitC �11`01)Crl.Y 11eCeSsaTY to colisiruct the ' � improvements required by this Section 5.3, I (a)(2)(ii) Shall include the normal costs associated With acqUiTing land. bUildiTAPS, StrUClUrCS, easements arid other aulliori7edl interests by eondeninatiOn or by purchase including, but no( linilted to, ].and acquisition, engineering, surveying, and reasonable attorneys fees, The cash contribution or the letter of crudit shall be Provi�ed by [lie Owner within thixty t_'30) days upon request by the County� if the property is acquired by purchase. the contribution fur the purchase price shall not exceed one hundred fifty Percent (150%) of the countv�s filir inarket value appraisal prepared for condemnation purposes without Lhe consent of the 0-wrier, If the cost. of the righ't ofway acquisition exceeds the arilourit I ' previouSly contributed. then tile Owner shall reitriburse tile County all ,such excess costs Within I . tliirty (30) dzlys upon request by the Cuunty� The County ,;hall refund to the Owner all excess , - coutributions upon completion of the land acqu kition. (,iii) Intentionally Omitted (iv) An additional through Iane� castbourict on Proffit Road frorn U�S. Route 29 to the mundabow at the intersecilon or Leake Ro,ad arid Proffil Road. In addition, for property acquisLition that is r,equired for the off-sitc public rlght-c)f-way for c(..)nstru,,tion Qfthe improvements rcquire-,cl by this Section 5.3, 1 (a)(_2)(lv),, the 0'wnQr shall make a cash contribution or provide a totter ot' credit in a form approved by the County Attorney for such purpose, in the arriount as decriled necessary for the pr�operty acquisition by the Courny Attor-ney, provided that :�ucli alliQuill 'ihall riot Qxceed oric hundred fifty percent (I 50%) of the County's fair market value � appraisal pn�pared for acquisition arid coriderrinatic)n purposes� The cash contribution or letter of � for tile total. cost ofthe -cight of credit descrIbed in this Section 5.3. I(a)(2)(iv) shall be used to pay way acqUiSiti011. 'Tile total cost ol'the ri�,Ijt of way nequisition [br the off -site property necessary � hedgerows.. along Ihe Entrance Corridor firontage pare�ls owned by Owtior. The buffa v,ill g , Consist Of a rninirallin 40-fooi )xide C0111irlLIOUs visual landscape area that shall be subject to Albemarle County Architectural Revicvv Board ("'AR.13") rcvFcN;,%/ and approval ( ' the "Buffer"). The Buffer inaly be localed part],,,, on the Owner's propertyand partly oil VDO�r prop��rty, In, the event VDOT at any tillic ill tile ruture rc!duccs any porlion of the Buffur located on VD0T property, the 0,�N,,,ner shaLl compensate for such reduction by c�,xtendlrlg the Buffer on Owrier*s i ,. property in Ordrcr to rnaintain a rniturriurn. 40-f-bot Buffer, even if'such corripciisation shall require the removal oC p,tr�ingz aqjzwent to such Buffer, - - ,).? Appearance of Storm Water INT-ina2clitent ("SWM"� Facilities. '].lie SW,k,l facilities visible frorn tile Entrance Corridor ideralficd oil the Application PLan (storniNvater i'llanagcrilent racilities I � 2, arid I 0)shall be shown on a plan and be subjject to ARB revie,�v arid approval. SWM I shall be designed such that its shape, placerrictit, and land forni (grading' L_ ') transition between the adjacQnt const�rvation area and the adjacent hand edge of tile pirking lot - I __ and bUildings. J'he plan 5or SWM I shall be submittcd to the ARB with the first ARB submission for Building 14 or 19 identificd on Sheet B to thQ Application Plan (­Shcet B")� or � any such building that 'is proposed to be located where Building 14 is located on Sheet B pursuant to th� terms of Section 3.2, SW,,'vt 2 shall have a rnotv StrUCtUred appearance than SWINI 10 (se�c below) arid shalt be designed such that its shape, pLacement, arid land forni (gradiii-) transition between the ad aQent conservation area and the adjacent liard edge of the L, I J parking lot and buildings, The plan for S'k,�TM 2 shall be subi-niticd to the ARII Nvith the first ARB submission for any Of'BURdingS 2.6 thrOMY 3 1 r� ,h L SV,"M 10 ,;hall be designed such that its shape, placement, and land form (grading ,) are integral with the act'lacent conservation aren. The plan J , at SWIVI 10 shall be submitted to the ARB at the thric, road plans are subillitte:d to tile Counly and VL)OT l'or Northwest Passa,ge_ III, DENSITIES 3,1 'I'otat Burildotit- The total number ol"cl,wolling Linits within the Project shall riot exceed ei-lit hu, ndred ninety-three (893). Subject to Section ").2, the building tbotprints arid gross �__ � a_ floor areas of conlinercial, office, and other uses, arid the building footprints 0, f hotels shall riot e - xcoed those s#:.t forth in thc I.and Usc Breal(down Table on Slicet A to the Application Plan ( �Sheet A")� � ') 3- limitedAdjustments to the Elements of the Application Plan. The gross floor area of the bitil dings used -for corrimercial, office, other uses, and hotels shov,?n on Sileel A rnay be u4justed within a range of tip to ten percent (10,14). provided that the inaxiniurn gross floor are,a I -or each c,ategory of uscs shovvii on Sheet A, is riot exceeded. The footprials; of-BUIldings 6, I 4 and 36 as shown oil Sheet A can be intQrchauged, Notv,6thstanding the terms of this , = Section 3.2 to the corrtrar�,, Building 14 shall riot initialf), exce-ed 98,500 square 1'oct, prcivided� however, that ,after two years followinc,,; the issuirice of the cQutificate of occupancy for Building 14, Building 14 rilay be adjusted -within a range of* tip to ten. percent (101X)), arid if Buildin I ,g 14 is located in the location shown on Shect 13, any such expansion shall be located to the cast so that the additional spaQe is located alon& � g North Pointe Boulevard, Notwithstanding the ternis of th.is Section 3.2 to the contrary, but subject to the provisions of-- Section 8.1, the County aiay ai,vthortze Building 21 as shown oil Sheet A to be adjusted by more, thaii ten percent (Iolm(4� . to con,--�truct tile inriprovellients required by this Section 5,11(a)(2)(iv) shall include the-nortriat cosis associatted with accluiring land, buildings, StFLICWITS, easernents and other authorized interests by condoinnation or by purchase includino, but rwit limited to, land acquisition, � I b I I eliLpileming, SurVcvin.v, and rensonable attorneys fees, The cash contribution or the letter of � � - 01'edlitsh ill bo provided by the Owner within thirty ('10) day,,i upon requost by the County- If the i property Is ac�quired by purchase, the contribution for the purchase price shall riot execed one hundred fifty, percent (I 50�-�' ) of the County' s fair niarlwi value appralsal prepared for condC11111a.60111 PUrpOSCS ,vvithout the constnt of il-te 0%vincr, If the co�t of flac right oC way ,, ' acquisition e�,xeecdq the, arriount previously contributed, then the Owner shall reiniburse tile , County, all sla,cli excess costs within thirty (30) days upon request by tire Counly, The Cotimy 91lifll reftind to the Owricr all excess contributions LIP011 C0111PIC6011 01"the IM-ld aCqlflSitiff. Completion of the Phase I Road-Improverrients. Within. fifteen (13) nionths after the issuance of the first building permit for a cortirnercial building within tile lands subject. to the first cott-ruric,cial sabdivisic.)n plat or site plan within the ProJect, or prior to the issuance of a I 0 -id ,. certil cute (()I' 0CCUPMCV ]'or .such hudding, whichever is carlie,r, all F the Phase I Ro� I __ Improvements, shall be accepted by VD0T for public u-qc or borided for VDOT's acceptance if such Road 11-ii,prov,emcnts are a primary higliway, oraccepied by VDOT for public use or bonded I - - to t . lie County for VDOT's acceptance if such Road. Irriproveynents are a secondary highway. (b) Pliase fl Road Inivrovements. Prior to approval of the fimt site plan that I I — would authoriize the aggregate corritnercial, office and hotel gross floor arca as shown oil Sheet A 0 1 within the PucJect to exceed two hundred ninety thousand (290,000) square feti, Owner shafl obtain all ass(ociated perri-ilis and post all associated bonds required frir the C0113tTuction of' the flo) lowing (colliectivety, the "Phase I I Road Improvernents"): . 0 � lVtiddl,�, f-l'i-itrance oil U.S, Roule 21LLN thsid�, Drk,Q F�ast/ I _ ,qr SR 1570�: (i) U.S. Route 29 Sou-thbound - construction of a continuous I 2 foot wide Ithrough laric (with shoulders or guard rail as rriay Inc required by VD0T) starting at , " a point. that iis 1000 feet north of the Middle Entrance and extending to the point where it connectswitli tlicl)ortioiiot'tlietanecotisirtictedptirstiiiit,[oSectioi.i5.�i.i�(�1.)(11)(ii), - (Ii) U.S. Route 29 Southbound - construction of clual left turn .lanes with tapier. (iii) U'.S� Route 29 Southbound - construction of a right turn lane wilh. iape,,r. (iv) U.S, Route 29 Northbound - construction or a right hand turn laneat thqe I'vIlddle Entrance, tile UeOnletl`iCS of which will be su�ject to VDOT approval. I C, (v) U.S. Route 29 Northbound -: cortstr-iiaiun of lQft WrIn lane with tapen (vi) SR 1570 Eastbound - construction of or- restriping of lanes to result in scrparate left., through. and right turn n-lovernents. C IV, STORNIWATER MANA.,G LMENT AND STREAM BED CONS E_RVA'n ON 4.1 Flood Plain. The arca of the, 100-year flood plain within ffic, PrQjoct shall retwiln i uridisturbcd, except 6or road crossings, pubhC Utility facilities arid. their crossings, and pcdestrian - . I , and biking trails, and only to tile extent such exceptions ,are permitted by Courity ordirtarIce's arid � � " -VCIV rc,,ulations, Upon the request of the Counly. Owner shall provide a Suit and prel�,.iare the 9:1 . 11 I necessary docurriewation arid dedicate the'land within sucliflood plarn to the Cowity. 4.2 Stormiyater Mamwenrient Plan. The storinwater/best management practices ("MOP") plan fQr the Prkljcct shall be prepared., and all storinwater ritanagernent fficilities for the Project shal I be designed and constructed,, to ac,conin-todatc all current storniN-vater dl3chafge t "rom Tax Map Parcel 032AO-02-00-00400 (Northwoods Nlobile Horne Partc Developt-nent) and f7rorn the existing dcveloprriems on the northeast arid northwest corners of' Proffit Road and U.S. Routc 229, Spec, ifica fly tile 1,6110wing parcels shown on tile current Albemarle County tax maps: tax inap 32. parcels _�8, _,;M 39, and 3ft tax rnap 32A, parcels 2-1, 2-1A, 2-1Al,'2-l_I3, 2-IC � � I I � - I and 2-1f). The storniWater nianagernent facilities shall initi,pate the storin),vater quality wid qttainity inipacts, for the stortriwater oenerated bo(h within the Prc�jeet and for ,such existing C, -, oft'sitt conditions as described hercill, aS th(Algh the Q111ire Preexisting,, condition of -the drainaiie , . area IS all Undeveloped wooded site and is beiag dcvetop�d to the existing off.' -site conditions and i the proposed on -site conditions. Ili addl tioll, biofilters sliall corinprise a inininium ofthirty-three arid one-third percent (33 1,13%) of the total required parking lot landscaped areas wilhin the. ` "Corninercial Area" of thc 1.1'roject, as such Corairiercial Area is delineated on Sheet G of the Application Plan ("Sheet (Y'). 4.3 .Erosion and Sedirnerit Control - (a) -file Ovvricr shall, to tile -niaxii-nurn extent practic able", provide such additional appropriate erosion ,arid ,;ediment control inea'SUTes, that exceed State and L.ocal urnniniurn Standards. If there is a disaurectrient rc,grarding whether the standard of "inaxii-flurn ,I - extent practicabte�7 i isficd, the Virginia Department of Con,wrvafion and Recreation ivill be , , _s, satl I I provided an opportunity to review and advise on Such qLICSti011., (b) Post -Construction Storrij�yater Mana.gement: The Owner shall, to the , _ I i - maxin'11.1111 OXtCrll practicable, provide posl-coastru,,�tion storrilwater BNIPs that are designed to , - all average arltlt.lal SUErrient rernoval rate of 80% as published b), the Cerner for achieve - , Watershed Protcetion in Article 64 of The Practice of Waters-hed Protection (2000 edition). These will include, but are not Initited to. bioreterillon, bioretention filters ,and wet retentiorl basins, - 4A Strearn Buffer and Restoration. Upon tile cornmencernent of the applicable i coninient. perlod, the Owner -shall noffy�hc County and provide tile Courity, with a copy of any application(s) to the U .S. Artily Corps; of r, ngirl"rs and/or DE�'Q for any strearn d ls tul.-bance, Ili ' addition, if necessary. after first lookill6� on-siti� for rniti 'gatlon opportutil ties avaltable to sifisfy tile perninAing process, the Owner shall contact the County lb,r a list of off-sitc opportunities within Allbernarle Cowitill for such initigation, and -4ya�l look R)r such mitigation opportunities off-sitc� (Vii) Entrance road Wesibound - installation of a traffic siolial U_ ' -vvith 8 pfiase urriin�y, video detection arid associated intersection inprovcriients oil (J-S. Route 29. (Viii), Existinig crossover at Cypress Drive - COnStRICII(XI f-0 Close the cross,over. (ix) Frontaf,L- road froin Cypress Drive to SR 1570 - , coil struc ti oil of a Public street to serve properties currently accessing US. Rolite 29 through Cypress [)rive. (2) Northside Drive East between U.S. Route 2() and North Pointe Boulevard as shown on Shcct D-1, I Completion of the Phaw 1. Road ImI21-01'emc-EIN, '\Vithiri l'iffeell (15) Months ,L after the issuance of' the first building, perinitt for a bl_lildbljl� Wilhin the larlds sub , ject to tile first sUbdivision plat or site plan that would autlliorize tile aggregat-1 00111111creiat, office and hotel �� gross floor area as shown on Shect A ,withiji flj�� Pr(Dj(�ct to (�xcecd two huricil' -ed nillety thousand , "I i (290,000) Square fect. Or PTi0r to the issuance of a cQrtifi.Qate of Occupancy for any building that causes such gross floor area to exceed two hundre�d flinety lbousarid (.290,000) square feet,4 ' I v,,,hichever is earliQr, all of tl-ie Phase It Road Improvements sliall be ;accepted by VD(fl' I'01, public Llsc or b0adcd for- VDOT's accepu,,,tncv it' such Road I rnpro ve-Irtents are a primary lughv,ayl Or �ICQ,Qptcd by VDOT fOr Public LIS�� or bonded to the (,'ounty for VD07s acceptance I if such Road frnprovcineriLs are a secondary highway. As it relates to the Neiglibc)rhood Investments Property, 1-1rolles 5.11(c) is � replaced and amerided as set forth 16010N,V. � . (c) Phasclll, Road IniprovviliQnts, 1)�-iortoapprc)v�il.o.f�isL[bclivisiolipl�ito.r site plan for 4ny developme, tit of the Nelghbo�rhood investments Property or any portion. thereof', Okinaer shall obtain all associated permits and post all associated bonds required l'or the i construction of the following road irriproverrients (collectively, the -'Phase Ill Road linprovenwrit-,,,") to the exte-rit any .such road il-ilpf'overrients, have riot already been cornplcte& (I ) Not-ti.iefniiiosL-E,iitr�iiice-(o )ositQ L,ewis & C,tark Drivc� oil U.S, RL__________________________ - Route 29: (i) U'.S. Ro�ute 29 SouthbOLInd - construction of left turn lane With taper� (i i,) Northwcst Passage froin I-J.S. Route 29 to the South , .1-1 property linc: of-fa-x i\4ap 321, Parcel 22K as shown oil tile Application Plan. (iii) U�S. Route 29 Northbound -- construction or a rigrit hand turn lane, the geornetrics of'",hich will be sub�Ject to VDOT approval . C� . � (I V) If the tral-11-1c slignal to be constructed. bv others is in place , . t� . I prior to Owner corillnencin- work oil this N-orfhernrrlo�t F'ritratico, and such traffic signal only � I 1116W]CS thrce le-s. ffivncr shall add the fiouiTth leu, to the sional, �,vfllch shalt include additional V. TRANSPORTATION �. I Intmial Street Construction Standqrds� public streets� "NvI-lich ill any event � shall include at least Leake Roact, North Pointe Boulevard, Northside Drive East arid Northwest Pas&i�;e. shall bQ 0.) constructed lit 'accord vvith the illustrative urban design cross sections shown on Sheet D-t to the Application Plan ("Sheet D-l") and also ill accordance with VDOT design Standards pUrSILlant to detailed plans algreed to bei,ween Owner arid VDOT, and (ii) dedicated for public use and offered t'or acceptance into the ,state highway System- Trees (with a maxinium i spacing of fifty (50) feet), landscaping and sidewalks as slimvri on Sheet D- t shall be installed arid mai ritat tied by the Owner in accordance With COUnty or VDOT standards, trilless VDOT or the County a-rces in Nvriting to assume this responsibility, ?__ _S,�) Timing of Completion for- Internal Streets. Before issualicc orccrtificates of occupancy, 04wlircr ,shall corilplete thal segment of an internal street as shown on Sheet D-I I zl� , "vithin t1w, flr*ct ,-Alich Serve,; the building or residence for which ,,I certificate of occupancy is J I 90LIgII)t with. at least tile stone base and all but the final layer of plant -mix asphalt. The final layer of plant-irlix asphalt shall be histalled within one (1) year following the issuance of tlic first certificate (If 0CCLtPaIlCV for a building or residence served by the affected street segment. .1 I I-- 5.3 Road Improvements, Okviler shall degion ind construct all of the road irriprovernents referenced in, Sections 53.1(a), 5.3�1(b) and 5.3,1(c) below, N,,-hi,ch are also shown 'hQCL 1 l on, Sheet D-1 to the Application Plan and oil S --,. to the Application Plan en - titled "External Road finprovement Plan" t"Shect E") (QolIcctJvQlY, tile "'Road. hilnrovenients"), unless such I . t Road tinp.rovcnients are first Constructed or bonded by others. 'File various phases of the Road hi-i.provements are also shown 1`61 illustrative ,purposes on a color -coded copy of Sheet B that is I attachcd hercto as Exhibit B, Owner shall dedicate to public use ally reClUired rig,ht�cif-way that it now or hereafter owns in fee simple. For purposes 01'. this Section 5.3, the Ilse orthe term "road" ,is i t - iternal streets shall also have the saine 2neaning, as the word "street" in the applies to H Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County Code) where applicable. 5.3 ). I Dekigin and Phaiing. All Road Improvements Shall be designed and phased as lbtlows: Desipi. The Road Improvements Shall be shown on, detailed ro,ad plans satisfying VDOT design st,andards vvhich� shall be submitted by the Owner for ireview and, when satisfactory, approved by VDOT arid the Courity (except for the Road InAp)roveirlents to U�S. . Route 29, which shall be subjcct only to VDOT approval) (1wreinafter, fliQ, "Approved koad ?Ians")� The Approved Road Plans shall show the v,idill and length (exc�ept as specified in Sections 5,3�1(a)(I)(ii) and (v) and SectiDa 5.3.1(b)(1)(i)), location, type of section, and geornetrics of all larle iniprovc1licrits its required by VDOT design standards. All of the Road 0 rinprovQmimis .,�-iall be constructed in compliance with tile Approved Road Plans. 'The Road trnprovern,crits (o U.S. Route 29 shall be based on the then -current VD01' design speed and Cr0SS-Sl0pC YCCILlirernents. NotwithOandino the provisions of this paragraph to the contrary, in L, L_ the, event that the internal residential street designs as shown oil Sheet D-I are not accepted by VDOT, the Ownershall suhnilt detailed road construction plaris forstich streeb to the County tor inast arms, signal heads, and ancillary equipment necessary to support Northwest Passage's use of thQ intersection, irs determined by VDOT, If such trafric signal is riot in place and the - Z_ vehiCLII�lr (NIffiQ 0C.1ler,atCd by the Projject causes the VD01'sigual %-varrants to be met, arid VD0'f �' 11 traffic signal be installed as a condition of the entrance permit, Owner shall in_,itall requires that � t�l I - , such traffic signal. (2) Witt) in t\,ve Ive (I 2)) mondis after I SS Uancle (If the bti i I di ng pQrmitfor construction ofthe elenientary school oll the School Lot, and if riot already completed, Owner vJ11, complete the improvements set forth in Section 5.31(c)(1) al-_)ove, Completion of the Phase Ill Road Improvenients, Within twelve (12) raoriths after the occurrence of the applicable event in Section 53.1(c) which required tile Owner to obtain all assmiated. pert -nits arid. post all associated bonds required for the constructiort of tile phase Ill Road IniproveinQnts, all Of the Phase Ill road i1l1pT0VCMCnV5 shlall be accepted by VDOT f'or public use or bonded for VDOT's acceptance 11' such Road lu-norovcnients are a ' primary highway, or uccepted by VDOT 1`61* public we or bonded to the County for VDOT's acceptance it'such Road finproverrientsare asecQridary lhighi.vay. - 5�3.2 Upon request by tile (101-111tV, Owner shall make a tash contribmtion to the CoUlIty or VDOT for the cost ofa cable or wireless radio system that will lirilc one or- more ofthe signals i betwc-en, L,Qwl s arid Clark Drive and Airport Road; provide -it, however, that the total cash contribution shall not exceed thlrty-rkle thousand dollars ($35,000). Subjectc to triatters ofibruc rna�Jcurc, if tile County docs not request the funds, or does request the funds 1bu( the construclion of- the systern does riot begin by tile later of Decerriber 3 1 � 20 1 0 or th�rec (3) years after completion of all ofthe Road Improvements, said funds shall be refunded totthe Owner. 5 � 3.3 Prior to the appj�oval orpj-,ins For improvements at ally U.S. Rawte 29 intersecilon, Owner Shall provide VDOT traffic signal netw-ork tirri'lip pl - g i ,_ ans that VDO)T finds acceptably address the impacts of the propciscd traffi�; signals for peak- trafft c periods� 5.34 Rmioii-,il.,,Tt-iinsi)ort,itiott Studv; Ca-sh Contribution. TH ' BELN S � �1_,S_M�QYKEFJ�k_HM� J—ATISFIED. Upon request by the County, Ow,tlrer shall make a cash contribution of one � � . hundred thoustrind doltat-.s ($J()Q,000) to the County l'or the , - _ptirpo�cs of funding a regional transportation study 60- r the ROUte 29 corridor, which , I I iuell.lde'S thC SOLIth For�,< and North Pork of the Rivanna River and the 1-follyrnead GroNvill Area of which North Poitnte iq a part- The contribution Shall bQ 111ade within thirty (30) daysafter requested by the Counity anYtime after the rezonill-g, i,,s appruvQd, If the request is riot made witlain one (1) year after the date of approvat of the first Final site plan f*Or t1w first commercial building within the Projecit, this proffer shall i become ri,ult and void. It'such cash contri bution is not expended for the'stated purpose withh, three (3) ycars frorn the date the funds were contributed to the Couray, all'� unexpended funds �hall bc� refunded to the Owner. Vt. OPEN SPACE AREAS AND GREENWAY 6.1 Pedestrian Pathii,airs. All pedestrian patinvays shall be clas;sified as shQwli, oil the Pedestrian Pathway Kcy 011 Sheet G and, except for the pathvv,ays to be coristructcd by the C01,111tV, Shall be ShCAVIl ()JI tile SabdiVision plat or ,ite plal . - ,; 1 forlhe underlying or adjacent lands review and, ,when satist'actory, approval,, Subject OISO to the Cojirity�s approval of private stfects Under the Subdivision Ordinance (Ch. 14 ()fthe Albemarle County Code). Phasin,-, The Road Improvemorits ,;bull be constructed and coinpleted in three 1-Aiases as set forth below: (a) Phase I Road Int provements, Prior to approval of the first commercial SUbdiViSi0n plat or site plan within the PrQject, O�vncr shall o�btain all assoc-lated permits and post all associated bonds required for the COFISITLICtiva of the followirru (collectively� the "Phase I Road. lrnprov�tnenvq"): , � (1) S01.1thernMOSt Filtrance on U.S. Route 29: 0) U-S. Route 29 SOLithboulid -- correction of' the vertical curvaturc in the roadway � just noilli or the entrance. ii � " ) U_9� Route 29 SOLithbound - conStrLICti011 of a contilluOUS 12 foot wide through lane (with shoulders or guard rail as required by VDOT) starting at �-, point that is I OUO ("cet north Of tile southernmost entreance and extending south to Airport Road. (111") U.S. Rovite 29 Southbourld - construction of'dual left turn hari.es with taper at the crossover. (A,) UJ�. Route 29 SoulbbOUnd -- construction of tight turn lane with laper to serve northernmost entrance to SIZ 151 5, 1 1 . (,v) LJ,S, Rotite 29 Northbound - constrUcLion of a continUOLIS 12 Coot wide through, lane (wilh ghouldcrs or guw�d rail as may be required by VDOT) extending frorn Proftit (Airport) Road (,Route 649) to the North-west Passage entrance. (v -1) U.S. Route 29 Northbound - construction of a rj�,ht hand turn lane at tile SOLIthel'111110SI, entrance, the ileornetrics of' which will be subject to VDOT I � appFOV81. (vii) U.S. Route 29 Nortlihound -- construction of left turn laric with taper into SR I:-)- I _5_ (610 SR 1515 Eastbound - COnStRICU011 and/or restriping to provide left turn lane with taper, (Ix) Installation of a traffic signal with 8 phase thning, video detection and w�sociatecl intersection unprovernerits at the intersection wi(h U.S- Route 29, (x -) Close existing crossover ai U.S. Rome 29 ind Soirthernmost Entrance to SR 151 5. (x -1) Proposed ]­'Intrance Road betvvo�-ji North PoixilQ BOUIC'Vard atid U.S, Route 29. within thc PrQject, The patll�,�,zjvs shall lie constructed by Owner tts Class A or Class B trails as identirred oil Sheet G, arid in ac' - , cordance with the applicable design arid construction standards in the COLML�t�s Desipri Standards Manual. Such consi,ruetion shall be in C011JURCtiOn with tile , I lit-1provc1lients t'or �he subdivision plat. or site plan, as the case may be., arid bonded with th,[2 strects if' tile pathAvays are a subdivision itriproverrient, or v,,ith a perf'ormance bk)tld if flic pathways are, a site pIall i The pathway show,n oil Sheet G along Flat Branch nonh � L Improvement. and South of Nortliside Drive Fast shall not continue through �1 Culvert if a CUIVerl iS ItSed for the strt,,arn crossin'g. The pathway intended for tile culvert bet,xcen Park U mid 11wk r uadcr North ' Pointe B0111evard shall conform to the applicable st,andards in VDOT's "Subdivision Street " Guidance" and Owner shall inairitain the pathv,-ay it' it is not accepted by VDOT for Illainterlance. 62 Lak.e. Upon recluest by the County, Owner shall dedicate to [lie County the lake showti on the Application ]'Ian for public use ', provided that such lake will be available for use by Owner t"or sturin-water irianagement as described in ,Sheet C to the Application Plan entitled "Storrilwater \tlanagernent and Strearn Conservation Plan" ("Sheet C"). VIL THIS SFCTION INTENTIONALLY DELETED " VIll. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Librairy. (a) Upon request by the Courity, Owner shall dedicate to the Courity the 'ree SiMPIC intCrCSt in the land shown on SheQ1 13 as a library, consis,ting of a 15,000 square foot fully graded pad site, with utilities, to accommocrate a 12,300 square foot building, fbotprint, a five I foot perimeter sirip, and tip to a 25,000 sqwire foot building, together with a nonexcluslVe casernent to tile adjacent cornrilon area I -or ing,ress, egress, construction staging and sufficient County Code, rcquired parking, Aorruwater detention and water q Liality faci iiities for ille location of a freestanding Ji� "fersoll-Madi soil Regivrial Library qLA such other uses that are compatible v0th the proposed Surrounding uses, as detert-nined by the County (the .'I�_Ibrary Lot"), Notwith.standing, the terms of the prior sentence to the contrary, ifthe roquiTcrnenti for the library building require a larger building footprint, the County may atithori7.e the libraTy building ffbotprint to be 'larger than as stated in the prior sentence, provided, however, that the size of tile area shown as -?ark fl" on Sheet 3 (",Park IT') arid/or the size of the adjacent parking area irrintediately north of the Library Lot on Sheet 11 (the "Llbrary Parking 1,ot") shall be adjusted ciccording,ly to accommodate SLICh larger building footprint. The Owner shalt'not be responsible lbr arry utility tap fee-,, but Owner 9hatl COMP � lete WnStFLICti011 of the Library Parking Lot and I I other parking areas serving the Library Lot. 'Fhe Owner shall perinit the - � 0 � County to use the Library Parking Lot and"'or, if riot already constructed, Park 11, f6r PLIFI)OSeS of construction , , staoing. Within twelve (12) months after written notice from the County that it intends to begill- C, � I t, constrirction of the library, the Owner shall inake the access roads an(f the area of the Library Nirking Lot availabic wifli at lQast a four inch cornpacied stone base for use ,as access an-d construction siaging. Such street access serving the- l.,ibrary Lot and the Library Parking Lot shall, be completed and available for -use no later than tell (10) inonths atfer issuance, of tile :4 V_W-A i , SCOTT R. COLtdNS'Z ) F-H ) Lie. No. 035791,�� It 11Q�_ k;b '*�Isl�()XAL ��_�W/0) z 0 -, � < 0 L � �2 U 2: Y) rn LU D z 0 (1) Z _J C) < 0 � F- Ln � 1=4 � z > , LU U) 0� " > UJ ce 11 z L9 0) :5 CL T_ I%- z cl� CY) cr) LU F_ N P-1 T P% V I SHERM 4 C10 ,,I- 2: W V) 11 ] 1­4 0 a- � Z3 N _J U.J 0- >, C:) 0) ce- C 0 � W N CL 0 N _0 Q) < < U) D 0) W > LU n — - UJ — .0 M 0 c ,:� - _J < =0 UL Jc h 02 z _J > _J iu C C: 2 0 U) < � L, � U MIREW W — 'i P-4 F—&1^ 0, 01 - , c z VJ 0� - C 0, IL9 0 UJ UJ W ( -6 � 0� n LL -5- C �i (3 El < 1_1 I I C .S] C f. z 1: r ^ %J J 0 '. �: 0 Q () LU O� i-, t I C.Y- 0- 0 � CL (-D -9 W . �e �_ � G Q M L _a C > UJ J, 0% V I � Q Q r Q �_ W :�, _� 0- Z) 3: E r - -0 � In U) - = C u 3 �_ LU F_ C-9 z ': - of _-, Lq z LLJ CY- Li 'r z , 12� AV'*& k.) CD C Z. C � � �_ U) z L,J S In C Z, ::1 Q J �_ �_ LU �_ _J C 0 C 0 C I � C LLJ 0111 0� Z >, T � 1: I ry P-4 � C Q, CL < 0 0 C �,c - T_ (D r) (D 's .f 0 .?: W _�? C 0 C:) N = �_ 0 C X :�: Q) (. (L) 1: = � V U Q� 0 ui _J I— 4� C Q) C � C 0 C 0 - , z - �_ � Z -C W CL uJ 1-n �_ Ili UJ E :t D E 2 n_ = V) Q 0 -0 - JOB NO. _0 C ID C � 152116 �t -2 -E 0 � - I 0 fn a M �: 0 U SCALE I I AS SHOWN -0 :: - C r, U .S I (n i- -, a- SHEEr NO. Q_ 13 ( 2 QU) 0 ) - Q) (. 11�- = 4 � a continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches (1'/z" ) to two and one half inches (2'/2" ) caliper and evergreen trees ranging from four nF Wagner Wagner feet (4') to six feet (6') in height; .c,. Page 2 of Page 3 of 8 9. All ofthe above -noted landscaping shall be shown on the road plans submitted for Northwest u -� r August 23, 2006 6 August 23. 2006 Passage. The plans shall include a complete planting schedule keyed to the plan. The plans are subject to approval of the Design Planner; 10. Design details of the retaining walls, including column cap design, pier design, stone finish, other ^l� 4D single family detached residential units in an year (including an year prior to the ( ) g Y Y y ( g Y Y P' A. Open space areas not dedicated to public use shall be for the use and enjoyment of COUNTY OF AL}3EMARLE Development materials, etc., plant size and planting configuration shall be shown on the road plans and are COUNTY OF ALBEMARLE date of approval of the first commercial building permit), the excess lots shall be credited subject to the restrictions that may be imposed y any the residents of the Pas Department of Community p 401 McIntire Road, Room 227 subject to approval ofthe Design Planner; and Department of Community Development to the lots required in subsequent years. declaration recorded pa, part of a conveyance of these areas to a homeowner'suse Charlottesville, Virginia 22902-4596 Phone (434) 796 5832 Fax (434) 972-4012 11. If the use, structure, or activity for which this special use permit is issued is not commenced within six 60 months after the permit is issued, the permit shall be deemed abandoned and the h ( ) p authority granted thereunder shall thereupon terminate. 401 Nlelntire Road, Room 227 (.lrarlattesville, Virginia 22902-4596 , 2 Fax 434) 972-4012 t'hone t434, _96-5ti3.. t 3. Conservation areas. The conservation areas shown on the Application Plan shall remain undisturbed and shalt be protected from development impacts to the satisfaction of the p p P n association. Open space areas dedicated to public use shall be for the use and a enjoyment of the public, including the residents of the Project. County's program authority for the Water Protection Ordinance (Chapter 17 of the "Program B. Na structural improvements other than utilities, pedestrian and biking trails, and Albemarle County Code) (the Authority"), except that the pedestrian paths common area amenities such as playgrounds, picnic areas, hardscapes, an March 13, 2007 Please be advised that although the Albemarle County Board of Supervisors took action on the August 23, 2006 shaven on the Application Plan may be placed in a conservation area where shown on the exercise equipment sail be established and maintained in the open space areas - project noted above, no uses on the property as approved above may lawfully begin until all project lication Plan. Storm drainage ou lls and other pedestrian paths m I be laced pp t ge tfa p p may only p appliicable approvals have been received and conditions have been met. This includes: in conservation areas if the Program Authority finds that no other location is reasonably 6. Aggregate set aside far open -space related areas. In no event shall the total area a Valerie W. Long Donald J Wagner available and that the disturbance is necessary for such a proposed use. open -space related areas comprised of the conservation areas (Condition 3), Williams Mullen • compliance with conditions of the SPECIAL USE PERMIT; p GEMC & Riverbend. LP Notwithstanding the terms of this Condition 3 to the contrary, the Program Authority may conservation areas with utilities (Condition 4), open space (Condition 5), greenway 321 East Main Street, Suite 400 approval of and compliance with a SITE PLAN; and PO Box 5526 approve a utility main within a conservation area, even if it is not shown on the (Conditions 5 and 7), and landscaped buffer areas (Conditions 5 and 8) shown on the Charlottesville, VA 22902 + approval of a ZONING COMPLIANCE ,CLEARANCE. Charlottesville, VA 22905 Application Plan, and the Program Authority may approve other disturbances and/or measures as may be appropriate in the Program Authority's discretion to further protect a Application Plan. be less than a total of thirty-five percent (35%) of the total land within the Project to be developed for residential uses, as shown tthe Application Sheetch Stream Crossing (Sign 48) In the event that the use, structure or activity for which this special use permit is issued is not commenced conservation area. 6, 20006 ("Sheet G"j. Plan entitled "Open Space and Green Way Plan," dated March ( RE: SP 2006-034 North Pointe - Tax Map 32 Parcel 22K withiin sixty (60) months from the date of Board approval, it shall be deemed abandoned and the permit termiinated. The term "commenced" means "construction of any structure necessary to the use of the RE: ZMA-00-009 North Pointe PD-MC (Signs #97, 98, 99) AND 4. Conservation areas with utilities. The conservation areas with utilities shown on the 7. Rivanna greenway(access. The Owner shall reserve for dedication to public use a Application Plan shall remain undisturbed and shall be protected from development greenway along the boundary of the Project and adjacent to the Rivanna River, between pernait." SP-02-072 North Pointe Residential Uses (SignB #97, 98, 99) impacts to the satisfaction of the Program Authority; except that: the flood plain line and a preservation area (hereinafter, the "greenway") as shown on Dear Ms. Long: 2006-034, North If your have questions or comments regarding Lire above -noted action, please do not hesitate to contact Tax Ma P 32 Parcels 20, 20a, 20a1, ;20a2, 20a3, 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 2gi A. The streets and pedestrian paths shown on the Application Plan may be piloted in a Sheet G. On February' 14, 20(i7, the Albemarle County Board of Supervisors took action on SP Creek for to Slrenri Proctor at 246-5832. conservation area with utilities where shown the Application Plan. Other A. The Owner may grant such utility easements across the greenway as are required for Pointe Stream Crossing, to allow fill in the floodplain of Flat Branch a road crossing provide ' Magisterial District. This Sincerely, se pedestrian paths, other streets, and sanitary sewers, storm drainage outfalls, and/or a forced main utility and for the proposed uses shown on the Application Plan, each development on Tax Map 32 Parcel in the Rivanna access for residential p p - Dear Mr. Wagner: stream mitigation measures may only be placed in a conservation area with utilities if with the prior written consent of the County. Erosion and sediment control structures special use permit was approved based on the following conditions; the Program Authority finds that no other location is reasonably available and the and measures shall be permitted within a greenway solely to address impacts from Passage the Northwest Pass c The Board of Supervisors approved ZMA 20)OD D09 North Pointe on August 2, 2006. Your disturbance is necessary for such a proposed use. In any event, the construction. authorized land disturbing activity within the greenway, except as otherwise requested we o I. County and VDOT approval ofthe final lane configuration for the g over V. Wayne imberg rezoning from RA Rural Area to PD-MC Planned Development Mixed Commercial was maintenance and use of the improvements shall have the minimum environmental by the Owner and approved by the Program Authority. stream crossingwith the fmal road plans; p for Director approved in accordance with the attached proffers dated July 20, 2006. An application impact on the conservation area with utilities necessary for the improvements to be P ry P 2. County and VDOT approval of final design plans and hydrologic(lrydraulic computations the afPlanning plan/plan of development dated June 13, 20106 was approved as part of the rezoning. Please established and maintained, and the long-term impacts shall be adequately mitigated. B. The Owner shall dedicate to public use the greenway and all pathways shown through stream Crossing; letter required refer to these documents for any future applications and requests on this property. Nothing in this condition shall be construed to obviate the requirements established land depicted on Sheet G as "Greenway"; provided; however, that the property 3. The applicant must obtain a map revision, letter of revision, or of amendment as the County Engineer on all VWC/aer for stream buffers under Chapter 17 of the Albemarle County Code or shall constitute owners within the Project shall have access to and over such pathways at all times from the Federal Emergency Management Agency (FEMA) and copy On August 2, 2006, the Albemarle County Board of Supervisors also took action on SP 2002- a waiver of such requirements, the pathways are open to the public. The greenway and pathways shall be dedicated correspondence; corr e to the issuance of a 072 North Pointe to allow Residential Uses ion Tax Map 32 Parcels 20, 20a, 20al, 20a2. 20a3, either upon the request of the County, or in conjunction with the platting o the of a grading and an erosion and sediment control plan prior 4. County approvalg g stream cro for crossing; Cc: North Pointe Charlottesville LLC Na 22h 'L2k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29i in the Rivanna Magisterial B. Erosion and sediment control structures and measures shall be permitted within a residential lots adjacent to the section of the greenway to be dedicated If the grading permit modification ofthe existing g, Manager stream buffer mitigation prior to the issuance of a CIO Great Eastern Management Co. District. This special use permit was approved based an the following conditions: conservation area with utilities solely address impacts from authorized land greenway and pathways are dedicated by platting, the greenway and pathways shall 5. Natural Resources approval of a plan for seam crossing; P.O. Box 5526, Charlottesville, VA 22905-5526 disturbing activity within such area, unless otherwise requested by the Owner and unless be set apart on the plat for public use with a notation that the greenway and pathways grading permit modification ofthe existing 'informal tree species and sizes to compensate for 1. Residential mix. The dwelling units vwlthin the Project shall Consist of the following three approved by the Program Authority. are dedicated for public use. If the County accepts dedication of the lake referenced 6. Provide an planting of mixed and shrub vegetation, and low- owin plants to stabilize slopes in the "proposed landscaping removed veg gr g p P "Proposed Virginia Land Trust; Charles Wm Hurt & Shirley L Fisher Trustees g types: (a) single-family detached, inciluding carriage house units; (b) multi -family; and (0) other (,consisting of townhouses, attached housing, condominiums in the C. The Program Authority may approve other disturbances and/or measures may be n section V! of the Proffer Statement for the Project (ZMA 2000-009), upon request by the County, the Owner stroll dedicate to public use the access pathway east o tile tan submitted for ARB review entitled Entry Layout with areas" shown on the p p Route 29 North" revision date of 12-04-06. P O Box 8147, Charlottesville VA 22906 unidlexes, commercial areas and any other unidlentified housing types). The minimum number of ry appropriate in the Program Authority's discretion to further protect a conservation middle entrance and leading to Flat Branch as shown on Sheet G. Landscaping North West Passage Intersection � with the of Northwest Passage, along the sidewalk Amelia McCulley each of the three dwelling unit types Shall be 205 of the 893 total permitted dwelling units. area with utilities. 7. Provide large shade trees on north and south sides and space reserved for the sidewalk, two and one half inch (2V2") caliper minimum at planting, distance four hundred feet (400') from the existing Tex Weaver Chuck Proctor 2. Phasing of residential units. Beginning from the date of approval of the first commercial 5. Omen space. The Owner shall restrict from development all open space areas 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. forty feet (40') on center, for a minimum of Sherri Proctor building permit, the owner shall record subdivision plats creating a minimum of forty (40) designated as greenway; buffer areas and park areas shown an the Application Plan. edge of pavement of Route 29 North; g p the to Route 29 lots for single family detached residerntial units each year thereafter until plats have been This condition shall not apply to development parcels. conservation areas, and PP Y P p D. The Owner shall be responsible for the costs of drafting the deeds of dedication. 8. Provide trees in the median of Northwest Passage, beginning at point closest North be by VDOT and extending fora minimum distance offour hundred feet recorded creating lots for a minimum of two hundred (200) single family detached conservation areas with utilities es shown on the Application Plan. having required surveys conducted and plats prepared, and recordation costs. that can approved (400') from the existing edge of pavement of Route 29 North. The planting shall take the form of residential units. If the owner records subdivision plats creating lots for more than forty Wagner Wagner Wagner Wagner Wagner Page 6 of 8 Page 7 of 8 Page 8 of 8 Page 4 of 8 Page 5 of 8 August 23, 2006 August g3, 2006 August 23, 2006 August 23, 2006 August 23, 2Q06 the upgrades shall be completed for such acceptance within one hundred property lines or within available easeiments. All amendments shall be subject to the Engineer will make the determination. The builder must provide evidencee of the 8 Landscaped buffer between residential areas and rural areas. Before the County issues pg P P e eighty review and approval by the County Emgineerability to maintain any retaining wall which could not be maintained withowt the use of Please be advised that although the Albemarle County Board of Supervisors took action a certificate of occupancy for the first dwelling unit constructed on any of the lots shown (180) days after the request by the County, adjoining property. on the project noted above, no uses on the property as approved above may lawfully on the Application Plan abutting the areas shown on the Application Plan as "Open A. The Overlot Grading Plan shall be drawn to scale not greater than one (1) inch equals begin until all applicable approvals have been received and conditions have been met. Space Buffer 30' " aloe Pritchett Lane (Lots Al6, H8-20, L15-34 and N2-5), the Owner B- Extension to Tax Map 32, Parcel 23Ht. In the event that any of the residential units This includes: P ( ) g within the Project ad acent to Tax Map 32 Parcel 23H1 are developed r fifty {5D} feet, with all proposed grinding shown at contain intervals not greater than F. Except far the main entrance to the dwelling, which shall be governed by Condition 10 shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer J 1 P p undo a site two (2) feet interpolated and shall {demonstrate to the satisfaction of the County (G), the Plan shall demonstrate that an area at least five (5) feet in width„ or to the lot tine if the distance is less than five 6 feet, from an y g • compliance with applicable PROFFERS; plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23H1 by Engineer that: () y possible doorways tea dwellings compliance with condition as shown on the Plan or from the edges of any grade level patios as shown on the p s of the SPECIAL USE PERMIT; common areas. The buffer, where one does not already exist, shall e planted in way of two streets within the fifty {50) foot wide rights -of -way located as shown on the accordance with a landscaping plan approved by the County- The landscaping plan shall Application Plan and identified b the notation "R.O.W. Reserved for Future include the following: (i) an informal mix of screening trees, loosely staggered, fifteen (15) P Y e 1. All concentrated runoff is conveyed across lots using vegetated swaies or Plan that will not be served by a stairway, has grades no steeper than ten percent approval of and compliance with SITE PLAN(S) A11l SUBDIVISION PLAT($); and feet on -center; (ii) the same species of screening trees shall be clustered in groups and Dedication," adjacent to the church property identified as Tax Map 32, Parcel 23H1 underground drainage structurres in a manner that does not result in flooding of (10%) perpendicular to the exterior wall P • approval of a ZONING COMPLIANCE CLEARANCE. that fronts on Pritchett Lane. The exact location of the rights -of -way shall be fixed b buildings or erosion as a resultt of the grading. For the purposes of this alternate groups of screening trees shall be provided to create a naturalistic rural g Y Y the applicable final site plan In the event that the use, structure or activity for which this special use permit is issued is not landscape; {iii) large and medium shade trees shelf be interspersed among the screening requirement, flows from roof dcownspouts will be considered concentrated flows if G. in lieu of the foregoing provisions, the grading plan for the residential unitts located in not adequately dispersed befowe reaching the property line. the southeastern portion of the Project as shown on the Application Plan shall be commenced within twenty-four 24 months from the date of Board y- ( ) approval, it spatl be deemed trees; (iv} clusters of ornamental trees shall be provided in groups of 3's and 5's; and (v) 1. The streets shall be designed and constructed to applicable Virginia Department of included as part of the site development Ian application for abandoned and the permit terminated. The term "commenced" means "construction of any tall shrubs shall be massed to help integrate the proposed plantings into a naturalistic p p pp cation or the appurtenant rural landscape. The features described in (i) through (v) herein define a "naturalistic Transportation public street standards. The streets shall other constructed in structure necessary to the use of the permit." p conjunction with the applicable final site plan, or at such other time authorized by 2. Overland relief is assured in thre event that drainage structures do not function. commercial area as shown on the Application Plan rural landscape " Approved plant species shall be obtained from the Albemarle County Overland relief will be considerred satisfied if buildings are designed to have Recommended Plants List and the buffer design shall be subject to the review and the County Engineer under such terms and conditions the County Engineer H An re If you have questions or comments regarding the above noted action, please do not hesitate to 9 1 finished floors at least one (1) ifoot above low points for any drainage area which y requirement of this condition may be waived by the County Engineer by determines #o be appropriate, including the requirement that the Owner provide contact Sherri Proctor at 296 5832. approval of the Director of the Department of Community Development The Owner shall includes the house. With dames and similar impoundments, this should be submitting a waiver request with the preliminary plat- If such a request is made, Sincerely, it maintain the buffer. adequate surety or other guarantee that the streets will be constructed and measured from the top athe am. shall include (i) a justification for the request contained in a certified engineer's maintained until accepted into the state highway system. report; (it) a vicinity map showing a larger street network at a scale no smaller than and construction of such tic right-of-waythe e C r eer ma allow one T ' 9. Extensions. Unless the dedication of pub B. The County Engineer y a otther drainage structures (e.g., riprap ditches) where { }inch equals six hundred {600} feet; (iii) a conceptual plan at a scale no smaller streets or accessways, as applicable, are required in conjunction with the approval of a 2. The streets shall be constructed as close to the property line between the Project y pp q j pp it has been determined this changae will not significantly impact usable yards {e.g., than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the subdivision plat under Albemarle County Code § 14-409 and related sections, or their and Tax Map 32, Parcel 23Hi as determined by the County Engineer to be feasible cobblestone Swale next to a driveway),where slopes are too steep for vegetated property, t without obtaining offsite construction easements. The rights -of -way shall be o p P g y; {tv) topography of the property at five (5) foot intervals far the property being (/t% x'~ successors, the following streets or accessways, as applicable, shall be constructed and graded as close as possible to the Project ro swales (e_g., steeper than 33 /o grades), or where the change would better mitigate subdivided and on abutting lands to a distance of five hundred (500) feet from the rights -of -way shall be reserved for dedication to public use as provided herein: 9 Pproperty line. impacts on adjoining properties e.. V. Wayne Citimberg g y p P P J 9 P P { g., matches offsite drainage structure). boundary line or a lesser distance determined to be sufficient by the agent; (v) the Director of Planning 3. To allow the completion of street improvements to and beyond the Project property locations of streams, stream buffers, steep slopes, fioodplains, known wetlands; and A. Extensions to Pritchett Lane. The Owner shall design and construct as emergency C. Public drainage across lots shall be in storm sewers except open drainage ways may (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, line, Temporary construction easements on the Owner's property and outside of the g access ways extensions to Pritchett Lane within the fifty (50) foot wide rights -of -way be allowed if the plat restricts construction of a building within fifty {5p) feet of a as applicable. In reviewing a waiver request, the County Engineer shall consider located between Lots H-9 and H-10 and Lots L-16 and L-17, respectively,as shown rights -of -way to be dedicated shall be reserved on the applicable final site plan. VWC/aer proposed open drainageway. If a storm sewer is used across lots, easement widths whether the alternative proposed by the Owner satisfies the purpose of the on the Application Plan, subject to the following: The site plan also shall include a note stating that no improvements shall be must be sufficient to allow excavation with I :I side slopes on the trench, sufficient requirement to be waived to at least an equivalent degree. In approving a waiver, the established within the reserved area. Within ninety (90) days after request by the room on one side of the trench to Stockpile excavated materials, sufficient room on County Engineer shall find that requiring compliance with the requirement of this County, the easements shall be granted. No improvements shall be located within Gc: Violet Hills Association, etal 1. The emergency accessways shall be designed and graded to accommodate a the opposite side of the trench to allow for movement of materials, and adequate condition would not forward the purposes of the County's ,subdivision and Water the temporary construction easements until the construction of the street C/o Greater Eastern Management Co. minimum Virginia Department of Transportation standard for a public street as room for a backhoe boom to swine. Fences, walls, driveways, and other uses are not Protection Ordinances or otherwise serve the public interest; and granting the waiver improvements onto Tax Map 32, Parcel 23H1 has been completed so that the need Post Office Box 5526, Charloftesville, VA 22905 determined by the County Engineer, and constructed using pervious parking allowed within the easements, except where a "hold harmless" clause is included in would not be detrimental to the public health, safety or welfare, to the orderly for the temporary construction easements no longer exists. the easement agreement. development of the Project, and to the land adjacent thereto. pavers or other materials sufficient fa support fire and other emergency vehicles, but that support grass or other ground cover, in conjunction with the construction of Amelia McCulley 4 Within ninety (90) days after request by the County after Tax Map 32, Parcel 23H1 I. The Owner may Y Tex. Weaver the streets serving Lots H-7 and L-14, respectively. D. No surface drainage may flow across more than three (3) lots or one-half (1/2) acre, y request that the Plan be amended at an time. All amendments shall has been upzoned, the Owner shall dedicate to public use the streets and rights -of- whichever is greater, before being collected in a storm sewer or directed to a drainage be subject to the review and approval by the County Engineer. Chuck Proctor 2. The fifty (50) foot wide rights -of -way shall be dedicated to public use upon request way and offer the street for acceptance into the state highway system. way outside of the lots. Sherri Proctor Steve Allshouse by the County, together with all necessary right-of-way for the fifty (50) foot wide 11 Sanitary sewers. All residential uses shall be served by gravity sanitary sewers: rights-of-wayto be geometrically connected to adjoining streets as approved b the 1CO. Overlot grading plan. For all subdivisions with lots less than 15,000 square feet in size E. Retainin walls higher than four 41) feet 'measured from the to of the face to the however. basements may be served b grinder pumps Sarah Baldwin 9 Y J g PP Y g g ( t p Y Y9 P P and not otherwise requiring a site plan, a lot grading plan ("Overlot Grading Plan") must Bruce Woodzell (Real Estate) County Engineer. be approved b the Count Engineer prior to the issuance of a building ground on the downhill side} shall Ibe designed by a professional engineer to assure PP Y Y 9 p g permit for a new long-term stability. Retaining walls; building using a VDOT standard or a pre- 3. If requested by the County within ten (10) years after the first certificate of residence on any such lot(s). The Overlot Grading Plan must satisfactorily demonstrate engineered product that includes c;ert"rfication are not required to provide a separate In addition, the Board approved the following WAIVERS: occupancy is issued for a dwelling unit within the H or L sections shown on the compliance with all Erosion and Sediment Control requirements for drainage conveyed professional engineer's certificatioin provided the building contractor provides an across such Iot(s). An "Agreement in Lieu of a Plan" will be allowed for building permits; 1. Section 21.7 minimum Application Plan, and after the properly on the east side of Pritchett Lane apposite affidavit that the wall was construe?ted consistent with the standard. Retaining walls yard requirement waiver to allow for alternative setbacks in the respective emergency access ways has been upzoned, the Owner shall provided the general drainage patterns and grading matches that shown on the Overlot higher than four (4) feet in useable yards or places where the public might walk must accordance with the application plan; and convert and upgrade the emergency access ways to the applicable Virginia Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision include a railing similar in design to what is required for elevated decks. In 2. Section 4.2 of the Zoning Ordinance related to critical slopes, as shown an the application Department of Transportation public street standards for acceptance into the state developer or individual lot owners, provided all work can be accomplished within their circumstances where it is questioniable whether a railing is required, the County flan. highway system. Subject to weather delays or force majeure, the construction of i_„A SCOTT R. COLUNSZ Lic. No. 035791 � 4. 1W IONAL E 1 0 ul) Z w Ct ill 2 � 00 < W H U w LU Ce W � JOB NO. � 15211 -v 00 0 SCALE " AS SHOWN a C a SHEET NO. 3A v 2 building permit for the library, provided, however, that asphalt pavement in areas USCd for construction stacling by the Counly shall not be required to be installed until thirty (30) (lays (or =1 such lonoer reasonable time as Ilia), be necessary due to weather conditions) after the County has rernoved its C011AFLICtion-related materials and equipment. Upon (lie request of the Cotaity, Park 1-1 shall also be dedicated to public use, but the ON-vuer shall not be responsible for tnaintaitaing such park, Owner shall be responsible lor maintenance of the Library parking Lot and othcr parking spaces serving the Library Lot and the Courity shall have no obligation to be a rnember of any owner�s association. The Coianty's request for dedication of the land for the Library Lot and Park 1-1 shall be made within three (3) years f'ollowing the later to occur ol' (i) issuance of the first residential building permit within the Project, (d) OwneCs completion of the infrastructure (including but not Iiinited to streets. waler, sewer, electric, gas) required for the b Use Of th�e Library Lot, or (iii) December 31., 2016 (which December 31 ` 2016 deadlitie may be extended by v�,ritten 11,111tUal atni��emcnt of the Owner Lind the Cotmty). If a request for such dedication is not made withi I n three (3) years following the later ofthew dates, this proffer will be n Lill and void. (b) Creen Roof. In the event that the requirernents for the. library building require a larger building footprint, and the County elects to authorize the library buildiag footprint to be larger than 12,500 square feet pursuant to section 8. 1 (a) above. and in the further event that the building is developed as a condo miniurn and the Courity requesti the Owner to assuine ovvnership for a portion of the largQr building, Owner shall accept such ownership a- L a reasonable price upon which the parties unay mutually agree, and shall contribute to the COLIrlty� on a pro rata basis based on the proportional size of the portion (if the library building owned by the Owner relative to the size of the library buildina as a whole, the cost of desionino and n C, L, constrUetirl" such building, These costs may include, if'desired by the County, installation of a green roof," and any additional expcnses associated with structurally reinforcing the roof as to Support the green roof. Within ten (10) days after receipt ot a request for payment by the County that is accompanied by documentation to support the progress payment arnount as provided ill the construction contract, the Owner shall submit such payments to the County. Alternatively, in the event the County e1ects to design the library building as a Leadership in Enerio, and. Environmental. Design ("LEED") building, the, Owner shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the I ibrary building owned by the 0,wner relative to the size of the library buildinig as a whole.. the additional costs of constructing the library building to obtain LEF-'D certificattion fbr the building. Within ten (10) days after receipt of a request for paymernt by the County that is accompanied by documentation to support the progress payment arriount cas provided in the construction contract, the Owner shall subirtit such payments to the Couxity� The design of the green roof, or the criteria utilized to obtain the LEED certification, as applicable., -;.hall be In the County's discretion. 8,2 Affordable Ilousin . Subject to the term,,, and. conditions of this Section 8,2, the Own,or shal It pr , ovide a mininiurn of fort (40) "for -sale" residential dwelling units as afford . able Y dWellillg units, a minimurn of sixty-six (66) "�for-rerit" residen'tial dwelling units as affordable dwellinc, units, and a 1-nininn.11171. of four (4) Carriage House Units (as Carriage House Units are defined in Section 8,2(d)). The fort.y (40) residentical dwelling units shalt be comprised of the following types of dwelling units: twelve (12) from inulti-fiqniily� twelve (12) From "other'"' (consiiiing of townhouses, daplexes,, attached housing, condarniniunis in the connnercial areas and other unidentified housing types), arid sixteen (16) from single faailly detached, each at the the purpose described herein, but shall, by January '00, 2017, or thirty (30) days after such. later date, contribute five hundred thousand dollars ($500,000) cash to the COUnty to be used by the COOuty for projects identified in the County's CfP reasonably related to the nceds� ofthe North Pointe Corritnurtit"', and In. such ev�crrt the- School Lot may be used Jor other residential purposes as approve(I by the County after request by 0�vner for an anicridn-lent (o the Application Phan� After dedication and bcr�lre the County uses the School Lot For a school or for park and. recreational purposes, and ifrequested by the County, Owner shall maintain [lie School Lot until rcque� -ted by the County (o no longer do) so, subj ect to the ONvner's right to exclusive use ofthe s School Lot for park and recreational purlposes, Such park and recreational purposes shall be onty those uses �hown on an approved final sitc: plan or subdivision plat for the area that includes the School Lot, Upon being requested by thic County, Owner shall cease all use and maintenance of the School Lot and rernove all irriprover-nents established by Owner that the County requests be removed. T lie County shall not be obligated to pay Owner for any improvenients, established by ownel- that tile County ret1clins, The deed of dedication for the School Lot shall provide that if the County accepts title to tile School Lot and then does not con�truct either a park or a school within twentv (20) years f'ollowino the (late the Board of Supervisors approved ZMA 2013- I n 00007, then upon Owner's reclacst tltle� to the. School Lot shall be transferred to Owner at no experise to 0%vncr. 9 '2 Bits Stop Turnoffs., Bus!Stop Improvements. and Bits Service. (a) 0-wner shall consitruct ten (10) public bus Stop tUrnoff'Sr as Shown on the Application Plan, or otherwise two (2) in the sotitherntriost residential area, four (4) in the commercial areas and four (4) in the! other residential areas, each in a location mutually acceptable to O-witer and the County. The bus stop turnoffs shall be approved with. street construction plans for the Project and bonded and constructed with thestreets. (b) Upon !he request by the Cotinty, 0,wner shall contribute the total sum of t-werity rive thousand dollars ($25,000) cash towaids the design -and construction of the above ground bus -stop improvertic tits such as henches and shelters meeting standards established by tl-le CO Lill [vat each bus, stop, If the County does not request the funds, orrequests the funds but does not construct the bus stop improvementts bv the later of December 3 ) 1, 20 15 or th.rce (3) yeors after co mpletion of the road network. th,,,at includes the bits StOp turnoffs, then subject, to matters Of force MajC1,11-C, the. unexpended funds shall, in the discretion of the C(Atntv, either be returned to Owner or applied to a project identifited in the Countys capital improvernents prograrn within or adjacent to the Pro ect that benefits th�c Pro ect. J J after the introduction of public transportation (C) �Vithiri thirty (30)) days to the Project, Owner shall contribute ftvenity-five thousand dollars ($25,000) cash to the County to be used for Operating expenses related Ito such service, and shall thereafter annually contribute Twenty -Five Thousand Dollars ($25,00(0) cash tothe County to be used for operating expenses related to such service ft)r a period o)f nine (9) additional years, such that the total funds contributed to the County pursuant to this Section 9,2(c) shall not exceed T,�vo Hundred Fifty Thousand Dollars ($250,000). If the intiroduction of public transportation. to the Project does not corni.-nence by tile later of' ten (10) yearrs after the Board of Supervisors approved ZMA 2013- 00007, oi� seven (7) years after the date o)fthe issuance of the first certificate of occupancy for the tirst commercial building within the ProjJect., this Section 9,2(c) shall becorne null kind void. sale prices and tinder the terms and conditions set forth in this Section &'1 "I'lie Owner shall convey the responsibility of constrUCting the aft'orclable units to tlie subsequent wvners of' lots �,viihin tlic Propertv� (a) Multi-Familv and -Other" ror-Sate Affordable Units. For nullti-farnitV and -other" I.Zir-sale affordable dvvelling units vvithin the Property, such affordable unit,,; shall be af.ford able to households with incomes less than eighty percent (80%) of the area median family incame (the "Affordable Unit. Qualit�,ing Income"), such tha.t tile 11CILIsing costs consisting of principal, interest. real estate taxes and honieowners insurance (PITI) do not txceed thirty pereent. (30%) of the Affordable Unit Qualifying Incorne. provided, however, that in no eVentr -%hall the s,elling price of such affordable units be less than the greater of One Hundred Ninety Thousand Four Hundred Dollars ($1,90,400) or sixty-five percent (65%) of the applicable Viroinin Housing Development Authority (­VHDX') InaxinTUrn mortgage J.'or first-hine horric buyers at the beginning of the 90-day identification and qualification period referenced in Section 82(f), (b) S1n0e Family Detached For -Sale Affordable t.1ruts ("Moderately -Priced LfiiiL . For single family detached for -sale affordable units vvithin tile Property ("Modcrately� Priced Unit-s"), saich Moderately- I lriml Units shall be affordable to household-, with inconies less than one hundred twenty percent (120%) of the area median fainily mcoine (the "Moderat.-ly-PrIced Unit Quallt�!irip me"), such that the housing costs consi�titig of 11141 do . _, Inco not exceed thirty percent (30%) of the Mode rate I y-P riced Unit Qualifying Income, provided, however. that in no event shall the selling price of such. Moderatel.y-Priced Units be required to be less than the greater of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eigjhty 1 pereent (80%) of the applicable VHDA inaxillulin inortgage for first-time home buyers at the beginning of the 90-day identification and qualification period ireferenced in Section 8.2(o. (c) For -Rent Affordable Units. For a period of five (5) years following the date thc certificate oroccupancy is issued by the County for each for -rent affordable unit, or until the units are sold as low or moderate Cost units qualifying kis such tinder either the Virginia I-1ousinu Development Authority, Fanuers Yfome Adirtinistration. Or Housing and Urban )evelo t5 -F . erni")� s h -shall be 1-- prnent, Section 9., whichever comes first (the "Affordable tic unI rented to houseliotcls with incomes less than the Affordable U11it Qualifying Incorne, No for -rent affordable unit may be counted more than once towards the number of for-reiit afforchable &velling units required by this Section 8,2. �i) Conveyance of Interest. All deeds conveying any interest in the for -rent affordable units durino the Affordable Term shall coritain language reciting that SL 7 Ic,h unit is subect to the terms of this Section 8.2(c). In addition, all contracts pertaining to a i conveyance of any for -rent affordable unit, or any part thereof, during tlic Aff6rdab)e TQrm, shall 1 contain a. complete and full disclosure of the restrictions and controls established by this Section 8.2(c). Prior to (lie conveyance or any interest in Wly for-renL affordable unit dUTing the Affordable 1'erm, the thori-curront owner shall notif", the Couniv in writing of the co"'Vey"ll'ice and provide the narne, address and, telephone number of the potential grantee, and state that t4c 17CqUItUllent", OfthiS Section 8.2(c)(i) have been satisfied. X. ACCESS TO ADJACENT PROPERTIES 10.1 Dedication of 116Lht-of-Wav-Extension to Paircel 22E,, Unless the dedication of public right-of-way and the constrilCtiOn Of Stich street arke required iii, conjunction with the - I approval of ,I subdivisk.)n plat Linder Albemarle County Code,- § ]41-409 and related sections. or (1-leir Successors: 0�,,,iier shall resene the 'fifty (50) foot wide right-of-vvay located within tile area shown (-)it Sheet B and identirled its a "50' R.O.W. Reserved for Futurre Dedication" connecting a right- - . t, of' way frorn the proposed middIc entrance road into North Poiinte to the southern property line of ' - I 'Tax NI'lap 32, Parcel 2211 32-22F")� prior to the iissuance of a building pernilt f'or 131.lildirl,cl 32 cis shown on the Applicalion Plan., Owner shall irecord in the Clerk's Office of the Ci reuit Court or Albemarle County, a current, i rrevocable deedl ot'dedication dedicating to public Use for road purposes, the area labeled ;'50' R,O.W, ReserveA for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat appr(oved by ilie County, such offer of dedication must be first reviewed and approved by the Board (or Supervisors and accepted by the Board. Such deed of' dedication shall include the ibllowino� conditions� (1) that 11VIP 32-22F Z11 ;hall have been tlpzoncd�, and (ii) that prior to its use for rowd purposes, there shall have been c0tistructcd on the land so dedicated a road appro-ved by tile COUntV 111d accepted b� VD0T for public use or bonded for VDOT's acceptance. At the thric of' the construction ofthe access road Servirto Building 32, the Owner shillt COnStrUCt the illterSeCtilOn CLO) ratill or the road serving TIMP 32-2211-; and extend c�onsmiction of such road for "it leastt a ininirrium ofone 1-itinclred (100) feet. front Nofthside Drive East. J'he Owner shall also place ait IhQ Qnd of such extended road, a sigti, approved by the County, advising and notifying the public that such ri hi -of -way is 1110 location of a ftilure road extension. Owner shall. grant ternporary construction easements as determiried. necessary by the County F',ngincer to allow for th(e road to be extended to Y\411 32- '22E, which construction cascnienjs shall be on Owner's prolperty and outside of the dedicated riglit-of-way, and sliall be established by the applicable site� plan. No irnprovernerit�i shall bQ located within the temporary construction easements until cc)n�truction of such road has been conipleted. 10�2 Access to Tax Map 32A, Section 2, Parcel 4 feurrent Northwoods M.obile flome Park, -operty). Untess the dedication ot"public rigrht-of-wav and the conStRiCtiOrl Of Stich street are required in conjunction with the approval of ai subdivision plat Under Albemarle County Code § 14-409 und related sections, or their successors,: Owner shall reserve an area in the location labeled "'50' R;O,W. Reservied for Future f)edication" at the eastorn end of !he main commercial acc.ess road frorn U.S. Route 29 oil Sheet B for access to Tax Map 32A, Section 2, Parcel 4 ("TMIP 32A-2-4"). Prior to the issuance of a building perinit for Building 6 or Buildings VI throu.�0-1 V6, each as shown oil tile Application Plan, �vhichever is earlier, Owner shall. record iri the Clerk's Office of the Circuit Court of Albemarle County, a Current, irrevocable deed of dec[ication dedicating to public use Cor road purposes, the area labeled "50' R.O.W. Reserved ifor Future DcclicatIon." Owiler acknowledges that if it is not part of a subdivision plat appr(oved by the Coiiiity, such ofTer of dedication must be first revie,,ved and approved by tile Board (or Supervisors and accepted by the Board, Stich deed of dedication shall include the f'ollowing conditions: (i) that T.TAP 32A-2-4 shall have been upzoned., and (ii) that prior to its use for roaid purposes, there shall have been (i i) Annual Rer)ortnig. I)uruig the Affordable Term and within ninety (90) days following [lie end or each calendar year. the then-eurrent mvrier shall provide to the Albemarle Count)! Housinn Office a certified annual report of all for -rent affordable units for the immediately precedino �ear in a lorm and substance remonabIN acceptable to the County Plowing Office, Subject to all 1ederal, state and local housing la\, -vs, and upon reasonable notice ClUrinO the Affordable Term, the then -current Owner shall make available to tho Courity at the I lien -curren I Owner5s premises, ifrequested, any reports, copies of rental or leaseagreements. or other data pertaining to rental rates as the County rnay reasonably require, (d) Carriage House Units, Carriage 17IOLISe Units Shall meet the requirements for a sinole tlirnilv dwellina as defined in the V' irginia Uniforni Statewide Building Codc, shall be on the saine parcel as the priurtary dwelling unit to which it is accessory, and shall not be s; - ubdivided 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) Fach subdivisimi plat and site plaln f6r land within the Property which includes affordable units (which, for this Section 8.2(e) shall include Moderately- Priced Units) shall designate the lots or i.tnits, as applicable, that will, subject to the terms and conditions of this proffer, incorporate affordable units as described herein. The first such subdivision plat or 1 Site Plan shall include a rnin-inUrn of three (3) such affordable units. Thereafter, and until tho total number of affordable dwelling units proffered hereundor shall have been fulfilled, the Owner shall provide a rnialinum of three (3) such affordable dwelling units per year� Each tinal subdivision plat and final ,,ite plan also shall include a running total of the number and percentage, of affordablC units previously provided and proposed to be provided by the subdivision plat oi- site plan. Foi- pLlrpO'-QS Of thi'� Section 8.2(e), such units shall be dQcrned to have been provided when the subsequent owner/builder provides written notice to the County l4ousing Office or its desi�,nee that Ili-, unii(s) will be available for sale, as require d by Section 8.2(1) below. In the event that the Owner provides more than three (30 affordable dwelling u.-nits in a single year, the Owner may ';carry over" or "'bank" credits for such affordable Units, such that the additional affordable units which exceed the mirtin-win annual requirement rnay be aRocated toward the nainitnum number of affordable units required to be provided for ally future Year, The maxiinutii. number of affordable units that may be carried over or banked I shal I not exceed twelve (12) per %ear. NNotwithstanding, the ternis of this Section 8,2(c.) to the. contrarv, upon the writtC11 i��,equest`of the Owner, the County rnay authorize an alternative process and/or schedule lor the provision and/or delivery of -such affordable units upon a determination that the request is in general accord %,vith the purpose and intent of Section 8.2 andior otherwise furthers the a als of providing affordable housing in the County, go (1) All. purchasers of the for -sate aff'ordablO units shall be: approved by the Albemarle Cowity J.-Iousing Office or its dcsignce� The subsequent owneribuilder shall provide the County or its designee a period of ninety (90) days to identil' and preclualify an eligible purchaserfbi- the affordable unit. Tho ninety (90)-dav p criod shall commence UP011 written notice from the then -current o�vner;'buil&r that the unit(s) will be available ior sale. If the County or its designee does ncit provide a qualified purchaser who eXCCLItes a contract of purchase during tbis ninety, (90)-day period,, the tbeii-current owner/builder sliall have the riOmt to sell the unit(s) Vvithout any restriction on sales price or income of the purchaser(s), provided, however, that any constructed on the land so dedicated a road approved. by the County and accepted by VOOT for public use or bonded for VDOT's acceptance. At the time of the construction of the rOUndabout serving Building g 6 and 11uildinos V I thrOU�1.11 V6 the Owner shall construct the intersection curb ad'i and extend construction of' the road lor a distance of' at least thirt � Feet beyond the r, I if -oundabout, '['lie 0%,vrier shall also place al the end OfSUCII extended road, a s g , p )v c y I I n ' a pr� e I b, Llic County, advising and. notifying, the public that such right.-ot"-way is the location of a future road extell sion. After dedication and before the conditions of the dedication have been and it' sh requested by the County, Ownet all maintain the dedicated land tititil. requested by the County to no loager do so, su�jcct to tile Owner's right to exclusive LISC of the. dedicated land for n park., recreational, and/o.r areenspace purpose.-,. Upon being reqLICS-ted by the County, Owner shall cease all ilse and mainteriance or the dedicated land and remove all improvements estahlished by Ownet, (if any) that the COLITItY requests be reniovecL Ovvner sl�.tall grant ternporaxy construction caseme'nts as determined necessary by the County Engineer to allow for "to be extended to TMI1 32A-2-4, which consiruction easetnen-s s the road t hall be on ONNner's pro. perty and outside oftlic dedicated right-ofway, and shall be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such road lu-Is been completed. XJ. SIGNATORY IlA CertificaW The undersigned certitics that it Is the only m�vncr of the Nciurliborhood Investments Property, which is the subject of ZMA 2013­000t4. 11.2 The Owner. These proffers shall ruri with the property and each reference to Owner within these proffers shall include within its mcaning, and ;hall be blinding upon,, Owner's successor(s) in interest and/or the devclopQr(s) ot " [lie Property oi- any p(ortion of the Property, (SiunaturQ Pages, Inimediately Follo,,v) unit(s) Sold Without such restriction shall nevertheless be counted tmNard the nUrilber of affordable units required to be provided pursuant to this tcrrns oC this Section 8,2. '11-te req u I-renie tits ofthis Section 8.2 shall apply only to the First sale of each of the affordable units. (t)) The County shall have the right, from tirne to time, oil reasonable notice and subject to alI applicable privacy laws, to inspect the records of O-wner or any successors in interest for the purposes of assuring compliance with this proffen (h) Cash Proffer, THIS PROFFE HAS BEEN SAII.SEIED. Within sixty (60) clays 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 Countv of Albeiiiarte for the Albemarle Housing g, Initiative Fund, or such other similar fund as rna� be established or authorized by tlio- County. The contribution shall be to fund affordable harne ownership loan progranis within the Project and other areas of Albemarle County, including those provided by non-prof7it housing agencies sucli, as the Piedmont I IOLIS-ing, Alliance, Habitat for Humanity, and the Albemarle Housing Improvement Program, lfsueh cash contribution is not expended for (lie stated purpose within five (5) years fi�om the date the funds were contributed to the County, all unexpended funds sbal I be refunded to the O�vmn-� tX. EDUCA,nONAL AND OTHER PUBLIC FACILITIES 9�1 Elementary Sebool Site. Within two hundred seventy (270) days following reClUeSt by the County, Owner shall dedicate to the County the land shwom on the ApptlQation Plan as "Elementary School 12.85 Acres Schematic Layout.", consisting of approximately 12,85 acres (or a smaller portion of such land in the Count 's sole discretion) (the "School Lot"). Y Prior to dedication, the School Lot shall be graded and compacted by Owner to n mi. im Im of 95% compaction as ineasured by a standard Proctor test with suitable material for building construction as certified by a professional en-gineer or as otherwise approved by tile County Engineer to establish a fully graded pad site to acconimodate an elementary school. The recreational field improvements shoAn on the Application Plan shall be fine graded and have top soil and soil amendments added, and the mairis for an underground irrigation systern serving the i recreational fields shall be installed, Such i nip rovenie tits shall be reasonably equivalent to those 'it the recreational fields at Baker�Butler EI'lementary School, exclusive of any above existing �c (;round improvernents. The pedestrian pathways as shown on the perin-teter of the School Lot on 4-- - the Application Plan shall be reflected on the subdivision plat prepared by Owner creating the School Lot and the pathways shall be installed when the site is graded for the recreation fields. The 0 C, wneT shall provide all utilities to the School Lot. The, dedication shall include easements across Owners land for access to and use of Stortu Water Bas'ns 5 and 10 shown oil the I Application Plan, together with all temporary construction easernents to allow Storrnwater Basin Z:1 10 to be redesigned and enlarged, ifnecessary, to accorninodate the School Lot stormwater, The School Lot shall be used as an elementary school site, but if the County determines that the I School Lot will not bc LISCd IIS all elementary school site, it shall be used by the County for park and recreational purposes serving both the North Pointe community and the region. If the County does not request that the School Lot be dedicated by the later of December 3L 2016 December 31, 2016 deadline inay be extended by written mutual agreenierit of the Owner and the County), or three (3) years after the issuance of the first residential building permit within the Project, the Owner shall. be tinder no further obligation to dedicate tht� School Lot t'or This Proffer Statement may be signied in counterparts and/or via facsimile vvith the �aine fult force aud Jf�ct asif all signatures �vcre Original and ou one doctiment. x Date: C0%4M,,'_)N,\VFAL'1'H ()J� VJfZ(' CITY 01'�' RICHMOND NEIGHBORHOOD INNIESTMIENTS - NP, LLC BY, B V: NN'illiarn 1-1. Showmake Its, Aacrit 'I'lle undersigned Notary PLIbliC in and 6or the JurisdiQflon aforesaid hereby certifies that -houd Invesinwrits - NR 11C sicyned the foregoing William 1-1. shewnv kye LIS Agent for N (I I eighboi Proffier Statement bearing the date as of 2014, ackao,%viedged the sarne, before me in niyjurlsdiction aforesaid on behalf of said limited hability compatly. Given urder my hand this -V of 2014. J J1 My commission expires, V­ Notaty 11411c [SEALJ oLiry Registration No.: N( SCOTT R. COLLdNSZ t--H Lic. No. 035791,�i, Z OXAL 0 U LU 0 a 0 > UJ C� L R _.. 2: D (f) _J n LU I— LU LU SCALE AS SHOWN SHEEr NO. 3 \ �, \\ '� may.•-r� �F TMP 03200-00-00-62300 VIOLET HILL ASSOCIATES\ ZONED PLANNED DEVELOPMENT MIXED COMMERCK 0SCOW B. COLUNS'7, 98.958 ,ACRES ��, \ '��. -- V Lic. No. 035791Y TONAL &• PROJECT PARCEL n_ /f \ BOUNDARY , \ Z PROPOSED WOODLANDERVATION / r Q CONSAREA Iry • "�� ; (TYPw GSM ti / •�„��� _._ . �J � z � 5 \ 4 OOF I 1/2• IRE \ % r ' Lu I 5 PK • . dO -• / • --/' -PRESERVED STEEP SLOPES 440 \ \ PER ALB. COUNTY GIS ITYP.) m TMP 03300-00-00-01500 .' NIEXT GENERATION LLC. -• •- �:''� / ZONED RA RURAL AREAS MANAGED STEEP SLOPES PER ALB. COUNTY GIS (TYP.) I a a r � � / 00' STREAM BUFFER ✓` 100.YEAR PRESERVED STEEP SLOP 5 E ROODPLAIN PER ALB. COUNTY GIS (TYP.) I� W .. z I _.• �., TREELINE EXISTING / r ✓ :�,�_ �-, ,. J • ,�' � ° WOODED AREA WITH ^vim,,_' --✓" /J/ 0 / J N EVERGREEN AND DECIDUOUS :.j4T /i LL I J -. T / •� STATE UAM BREAK UNDATION 20NE �... - Zoo 3i HARDWOOD TREES) �� N s 9 �� D, a"� e - O Lu ,s...- ,/ x ATE 992 _ Lu EXISTING TREELINE N� Q N NEB_D EVERGREAREA WITH {1 ` — �+°`"�• IRS / / ,'y HARDW ODTRE DECIDUOUB.•>t l 't ' J HARDWOOD TREES) PRESERVED STEEP SLOPES r 1 , a ao ` - ti _ _ '" .•� r' -PER ALB. COUNTY GIS (TYR) � TMP 03 00 D INVESTMENTS—NP,LLC � � � �1 � � o�Q � II dI DB 2052 /... / % \. \,. ,`� omo_' w ZONEDPD—MC Q I / � J PLANNED DEVELOPMENT MIXED COMMERCIAL n� / � � � � ER ALB. COUNTY GIS (TYP.) 3 0. '< - -•' r ,\. I E410 _ 39.991 ACRES f <{zry -__ 4so �/ �, - ..• VACANT RESIDENTAL LAND 1� / / • O y�\ I n. � 0 ui Z �1/2.PF 0 O W 410 ,I DEMO ANO REMOVE _-.yW-, • __._.- j� y /I \ EXISTING I8-CMP " ""' (\\\\ ; / r sSTRUCTURES .y I TMP 03 0 OO 022K1 \ 30 CULVERT BEFORE FINAL "v - ^:.,� --- r �TO REMAIN UNDISTURB— ,r 1\ I KOR -CO MUNITY CHURCH 3 GRADING IS COMPLETED . ' r -TO REMAIN UNDISTURBED / -- 100' STREAM ,ZON RA ffv�1URAL AREAS _... y \ ! �_ RUFFFR �,a•- '^� 1 Y 5.21 CRES \ v<"m- A - „ �`t - 1 ORICINAL100-1EAR <'Lu FLOODPW • 1 i ♦ N V ' `/�' EDAM BREAK INUNDATION ZONE' '\ AMENDED100-YEAR I /� L I 1 R AT ELEVATION 392 t STATE DAM BREAK INUNDATION 20NE "� �\ PRNATE 30 \ v� �. AT ELEVATION 392 FLOODPWNAPPROVE ♦♦ _ , ` �-- --'- f,{`i ACCESS EASEMENT aTa -y ` w ( WITH CLOMR _ - / % - T.BRpHCH `\ ` \ t) w T DB 1883, PG 648 ` IA I ° EXISTING UNDERGROUND a { I y PROPOSED OO ERVATION AREA i IL— iii 1, + „•x y /--... : .400�•' .- �` . .... \ �UTILf1Y TO REMAIN - -�.. \ h j (TYP) / - 'TEMPORARY •. `, r� . - -•-\ [ Z W ` _ CONSTRUCTION ` `N"� EASEMENT `..\ - -- f� • �\ ��EXISTING OVERHEAD' ` I 1 \\ I _ 5 >i`'' �•' DB 1663, PG 646 �'v� __ r �`��� _r\ /< , - YUTILITY TO REMAIN V, (n O �AJ uj \ l J '\ S I - f ___-__ - -. A / `'�� Tb'o PROPOSED ` � LL �x 40' LANDSCAP�. N _ BUFFER ; S� / < • r \ n A v�� /6v ° r2 oe I w �1 v III _�___ 1 -°v-a° _ I634'34• E -... �'>q 4 _ `_�________--- -++- , __ L .i: + _ ��---- -\ ___--\• / `\\�- -,_-__ - �•___�_ _ x° wboso2cN J RS ✓ N 306 -1 __ -- -_ \ '`_-� -------------,����j 1 ,\ V LL f)0.YEAR AT BRAN-_..1,.% _.FLOODPLAIN e.l� L L-�.1�2•IqywR 3TD.. N 26'-34' 4 E 1 I Rs 380 N 2ffs4 Je _ �203 T/�. �,X 38, �. J . `RS ffl2 22 g __ 0 100'STREAM , I:: ,� 13mJ.95'_.r..185•.__.-��.-.�.1.--Tir--�. ��w0-.� J Iv�bn '�.-�• .r #�c'o400'C _ AONLL'rvu`� BUFFER : �� yam, x-s- - f • S >? \ __--- - -----++- -- --#-: -- -- - 380 - - t EXISTING 60'CULVERT STREAM CROSSING f 390- __ „,. _ _ _ 0� MONIf JI \ -...- ---� ` - a.-r�-r - �_ • _ r-� . _ t �.. _ • _ -.- -. w - • �. r . ". -. - yam. _ So _ _ _.::;_e _ , .,,,...,..... TO BE DEMOLISHED AND REPLACED. _ u .. ____'• «,r-+.w• - '.t -' - - �,.. - 1-e:.==+.':` -Lh::.- .: PROPOSED '.. NSERVATION AREA i ...._ - ___. • -_ �� � w _ ., .. .. - �, ROUTE 29 SEMINOLE TRAIL NORTHBOUND ,M1 _-.i _...- -- __..._ - -.«,.»_.__..-.-m.nr.-.-.—oen.r..-.-.fie-.,- ...•_ _ r�K _e ... .• ...-5-•. -..-�_ se .. svv r _ w w w m� ,EXISTING 5 RWSA WATERLIN -- I � � JOB O16 � 152116 ROUTE 29 SEMINOLE TRAIL SOUTHBOUNO..- �-i BENCHMARK - -.. EXISTING W owm UNE `-ts _ ..._ - - - GRAPHIC SGA �i i- - T1VH a ONIN3 __ SCALE -- ... -.-ELEV.390.5T_ 0 NORTH POINTE3 El% - .,, - - �- .,., ,n =-aaP: ,dF - ,.,- _ I SHEET NO. T— nt y r w - - SANITARY SEWER CONNECTIONr °IY w' . w. a _ w a�<. j x IN FEET SHALLSEMADE E%. 25 ° 1 v ,I AT MH ¢ 9 ` . tl�} ,. r� J `� 1 inch = BO4 , ft. & .. !; ! _ J WITHIN EXISTING ROW LOT LOT -r- LOT LOT LOT LOT -- LOT LOT , wumstA ARU, NUKIIIIR[ APIA NIMIER ARLA MUMUER ARtA e m I' 1'565 93 1,675 139 1,395 1,370 T 48 2,450 94 1,590 140 1,400 3 1, 3W 49>5S5 95 1,515 141 1,405 1,41() 50 1,970 6 9��I 142 100 SI 70 97 1,410 1.43 31660 6 2,425 52 1,970 98 2,29G-,- 144 2,525 7 1,975 53 1,970 99 1,76D 145 2,280 8 1,510 54 2,275 100 1,395 1,46 2,115 9 1,490 55 3,210 101 1,395 147 2,035 20 118, 2735 11 1,4-10 2,045 m 103 11885 149 2,470 12 1,465 58 'm 104 1,895 no 1,1410 13 4,154) 59 2,930 105 1, 4oi,.) 151. 1,940 14 1,410 60 2,960 EW& 1,395 152 1,970 15 2, 11,960 IC)7 1,4clia 153 16 1, 77s 67 1,9cc '108 1,950, 154 Iwf) 17 1,375 63 1..P.0 109 2,740 155 2,430 18 1,375 ?,475 110 1,540 156 2,360 19 1,37S 65 2 ow ill I 1,535 157 1,6150 20 1, fi15 65 1,610 I12 1'535 158 1,660 2i 1,635 67 1,610 113 22 2,125 68 2,750 114 1 1,535 160 3,150 23 1.795 Us 1-890 115 1 2 , �q 5 161 4,520 24 1,195 70 1,395 IIG 2,8341 162 2,610 25 i, 795 71 1,395 lie'1,98() 163 2,450 26 1,795 72 1,400 118 1,970 164 2,970 27 1J905 73 119 1,970 165 2,2-15 26 7,311) -2,G10 74 2,035 120 2,620, 166 1,395 29 2,(40 ws 1,535 121 2,595 167 1,395 30 i1sm 76 1,535 122 05a 168 1,395 31 1,580 77 1,535 123 1,535 169 1,76E 32 1,630 78 1,535 124 1,535 270 1,760 33 1,705 70 1,535 125 1,535 126 1 s4f) 171 172 -1'3 11 35-5 1,395 34 1,775 80 2,395 WiS 127 2,43S 1,395 3b 1960. 82 1,970 A28 1,875 174 1,870 37 1,4m 83 1,970 V. 9 1,395 175 1,920 39 1,400 �: 2,435 131 IACS 177 1,195 4V 41 3 2,290 -2,6 87 1,970 132 1,9M 1,33 I'mo 178 179 1400 1,835 42 1,605 ::784 2,976 134 1,39t1 1E1i1 1,815 43 1'6, 89 1970 181 1,4M 44 2j)II) 90 2,565 3,035 136 1 3 0 18, -im 1,400 46 1,525 W 1,725 m 1,916 um LU LU uj 0 L -c L O LU CL vl o U-i CL (D -0 a 0 LU tl LLJ ce- LLI Z 0 LLJ yl cn tl 0, a) CL x (3) F- ui -j 0 F- LU LU E LU 0 Ci V) ]OS NO. 152116 co SCALE 30' rn SHEET NO. 5 U) 5'SIDEWALK > (Typ.) Lu NOTE: AS -BUILT SIGHT DISTANCE FOR THE 40 SIGHT DISTANCE LINES CROSSING THE MEDIAN WILL BE A CONDITION OF PERMIT COMPLETION PER VDOT REQUIREMENTS. Lo 009000000 oll" 00 uJ w V II 100 PROPOSED LOT '10 ie ¢ BOUNDARY LINE (COINCIDES WITH 3: so* FLOODPLAIN LINE) 41' .0000 go 1 z 0 CL u U) co LLI D In crj 0 Ln > Z Lu rv, ul Z I I a I ilm oo ��� _.... 1 LINE TH p --.. ,`M61 _ •• T CONSERVATION \ c `` w ■ F '� - I - CONSERVATION AND m I 8 �T'H6 100' STREAMJ \ s 51 50 49 1 GREENWAY AREAS Cy 4 E LIMITS OF DISTURBANCE BUFFER 54 53 52 ' 90 89 i z f z SCOTT R. COLLINS'z LINE TYP. _ / 55 w U Lia NO. 0357911 -- / ,n 88 .� uJ s13I ( ) o 87 / o 56 m '^ / z STORMWATER MANAGEMENT: - / 21 '5 ) 86 _ ■ SIONAL EN WATER QUALITY: THE POST -DEVELOPMENT SITE WILL PROTECT A TOTAL OF 18.13 ACRES ! �.'� .' N ✓ I / OF FOREST AND OPEN SPACE, AND WILL BE TREATED BY TWO LEVEL 1 WET PONDS. THE G 1 - - STORMWATER MANAGEMENT STRATEGY PROVIDES 12.40 LB/YR PHOSPHORUS REMOVAL I 1 20 f 58 �j• o II — - G 57 \ 2 Z i _ OUT OF A TOTAL OF 12.62 LB/YR REQUIRED. THE REMAINING 0.22 LBIYR PHOSPHORUS iI - - 84 REMOVAL WILL BE PURCHASED WITH WATER QUALITY CREDITS. i� 59 \ -. 3- - ' 7_ --. -- �\ -- 83 jam` J 82 ) I / WATER QUANTITY: THE PROPOSED WET PONDS WILL RELEASE STORMWATER DISCHARGE f - _ _ ----_ -- _.qLpRICH TERRACE --- _ I l 81 ■ m H TO FLAT BRANCH STREAM. THE OVERALL CONTRIBUTING DRAINAGE AREA TO FLAT �., T n t9 Gg \ _ ---- (PRIVATE ROAD) BRANCH STREAM AT THIS SITE IS 1,095 ACRES. THE PROPOSED STORMWATER BASIN'A' AND'B' TREAT LESS THAN 10.95 ACRES RESPECTIVELY, WHICH IS LESS THAN 1% OF THE TOTAL CONTRIBUTING DRAINAGE AREA TO THE STREAM AT EACH OUTFALL, HENCE THE 1% is RULE APPLIES AND THE BASINS MEET CHANNEL ADEQUACY REQUIREMENTS. THE 2 AND 10-YEAR POST -DEVELOPMENT STORMWATER OUTFLOWS FROM THE PROPOSED BASINS DO NOT EXCEED THE PRE DEVELOPMENT CONDITION AND THE 100-YEAR STORM IS CONTAINED WITH V FREEBOARD WITHIN THE BASINS. \ �\ 1 b • I a 23 i 16 A \ 1 II 47 6 I 91 • r. 60 BUILDING 8 OUTLET PROTECTION PROPOSED MAX. HT. 6' DIAMOND 24 Grc 61 4UNITS 92 PRO (TAN) SEGMENTED",- PRIVATE l I - �- ■ CLASS I RIPRAP ON ( , J - - '(EPOlo�A I 1 FILTER FABRIC RETAINING WALL BY ANCHOR W/42" HIGH AMERISTAR BLACK DRAINAGE W1=9'; W2=31: L=28�: EASEMENY 25 .� QR r, Gti1 1 I 1 1 V 93 d50=10" FENCING (SEE DETAILS SHEET 7 �L. V fi71 45 Lu V10=11.6 FPS 63 7s ■ Q10=81 CFS \ 26 _ _ PIPE DIAM.=3' �,"o. 15 \ 1� O �„ 94 I' I { ■ 64 - BUILDING 17 I I 1 1� W1-3x3'= 9' 41 _ 27 14 8U1(D _ W2=28'+3'=31'-.��6"� / i' , �. 1 BUNI�TS `/ 78 1 — � C =416 - N cP 9 A _ NI7S �'9i00�9 BUIID3 7 96 U C 'I ■ ¢ o Ol _ �O 1 c 29 �9 c0 9 6B ` 41 • `,I, - ( 75 I. 98 1 .� 'J O) J Z _ 74 D Q -- r i I 31 t- } o -��_- co OIRARD lA1'1 _ _- - _ - - ■ � 1--1 IL 7 � (PRIVATE ROAD) _ r��_ N � Ln 33 PRIVATE N LL.I C`� o STORM 34 5 1 _ _-. ■ o �I Q a ��- ♦ � ���� �� EASEMENT �. i6 39 40 O) 38 � z 1':I 89 70 c� V, r _ Q n WOODLAND P �,... - - i� ��� . G 37 e .-. PRESERVATION LINE rt /f 35 36 'A a` 71- z �- FOR SWIM CREDIT �`� - -_ jj(,,1 ._ m 73 / ,� Q Lu o � 5 � W e G • 101 -1 E- s RVATION AND ® ���./�.,��� � 4 '. , . J Q Q AY AREAS STORMWATER ;;> 3 2�2� .. r. _�_ m 102 100 YEAR EXIST FEMAMANAGEMENT 0` ;� - :`'� 103 ( W g \. FLOOD PLAIN ZE5 , �. 0 2 , : - _ z _ - I ■ LLI � EASEMENT ,/. A 1 _ _ 0 MAINTENA CE'-- — ara O c� aRK U 0 Un ' Iuj 100 STREAM "`w, � � �. ✓ - - �OFSION pO� pUB C RO - - Q H o ,v 13UEFER � PRIVATE �♦ /� i i ��-. Q .. STORM'fie W ul o EASEMENT - �. �i, ' j y / - - H — W > PRIVATESTORM \ e EASEMENT (TYP.)i W _ Z , +9.50-BEGIN �♦ �� _-_ Z Z TRUCTION. TIE INTO �� 100 YEAR FLOODPLAIN Q LXISTING ENTRANCE FROM �o uj STREAM CROSSING AND ROUTE �� -. - - - -� 100' STREAM BUFFER W C o 6-DUAL BOX 29 IMPROVEMENT PLANS � LSfE Ni INK-) 1_0 - PROVIDE A SMOOTH TRANSITION y8 < ,�y 7 AND ENSURE POSITIVE °` > - o i ME No ME ME 0 M J S=R�B A -� DRAINAGE. < d Z i -� INI NV. OUT 3 8 ""GG� `y -.. '*' 1 WOODLAND O N STREAM BANK 2 -_ / SEE NORTH P INTE ROUTE 29 ROADWAY IMPROVEMENT RLA[J PRESERVATION LINE MATCHLINE A -SEE THIS SHEET Y / �TL I C.7 s (45 LF) 40' LANDSCAPED BUFFER FOR STORM DESIGN WITHIN VOOT ROW FOR SWM CREDIT GRAPHIC SCALE JOB NO, STREW BANK 1�. T52116 scAIE r.. - (295 LF) - _ � s - - STREAM BANK 3 MEN S IN FEET ) sr1. 30 o -- �� 1EMEMEMATCHLINE A SEE THIS SHEET — — — — — "-^- — — — _..- ^ "'"i I i �. 18" HOPE SCOTT R. COLLINS� — ...»» — ,..� ....a. ,....- I � STUBOUT AND O w'^^•° ^� -�- '^^"` V Lic No. 035791, d. I PLUG FOR FUTURE I I DRAINAGE a 4 YER FLOO PAAIN I I \ roNaL 6N0�� 10 O w s I ■y.. PROPOSED FOREST/OPEN SPACE I 184I CONSERVATION AREA FOR SWM CREDIT w (18.13 ACRES TOTAL) Y �� IZ Z � I I 183 I v CONSERVATION AND I GREENWAY AREAS I ✓ ���✓� 6G/� 182'� l ■ r r � SG2 yc� ■ PRIVATE STORM _ _ - - - I / �� 181 ma`s EASEMENT (TYP.) 180 R ■ Z w �20 1 z ti 152 151 150 149 1� 147 H 164 PRIVATE__ \ z 119 118 9 1 155 154 153 0 146 $ ' a a \ STORM EASEMENT pq O 2 p 117 116 n 145 144 1 162 ?� 163 t (TYP.) 4f-;p I I z m m m I m 143 1 161 N s f! 178 \ 177 s �Op01 178 A _■ - _ —..� __._` _.- - _ - _ — - (PRIVATE ROAD). 174 _ dam- -� _ � r _� �- �� - yo 173 7-- - �r T — _ , 15fi %i.,. _ 170 PRIVATE STORM o N ■ / EASEMENT (TYP.) �? G 6 16 157 122 114 _ 165 o i .. _ _ BUILDING 28 165 -_ 5 UNITS 9�r 158 I aI 1 ' n J ■ qa1 1 113 w�I.� _ 123 �I ') - I I - %' 142 � . BUILDING 20 '� m / -� i � Iti. z I � 159 I „- . ,- w � �. - f - / PROPOSED MAX. HT. 2' DIAMOND � W � o ¢ 1 BUILD' v 2UIV2 1 7 UNITS C 'I I - wG 141 RONO� - _ y �q4 PRO NTAN) SEGMENTED C'7 724 IryG 140 aplE 1pU�SpE RETAINING WALL BY ANCHOR 7 N 1--I F- f� 160/ 2 2 I KO tEO - - -- / c) Z / 5 139 N N . UEYJ\S MpHIONIPOS / % � G c 125 138 '50.. G 1 i�--7 LLB ■ \ N Lu 110 A� 137 .�: Q ■ 126 ° Oc �-,- �n� 136 N Q e� ,! ) / w 27 I 109 Q J. 135 r I j� S l .. Lu 2� 134 Q , 6 / SWNi / ■_� 1-- i'> i �' �♦ ySSa.,� ..ACILITY 0 / Lu R/ "ka� I --I �, / OUTLET PROTECTION � Ir CLASS I RIPRAP ON FILTER � i ♦ FABRIC O Lu STORMWATER MANAGEMENT // / J (n '1 W =6'; W2=24'; L=22' min.; 6, 131 _ ,. 100' STREAM ACCESS &MAINTENANCE / ( / < .n�' - BUFFER EASEMENT �� ,T, .,0 / D-2.5'; d50=10" Q f--a oZ$ 130 i / / (EXTEND 2.6) TO I Lu �1 MWSE=412.6) � U �jJ Z r 129 �, w ,,/ + _ 100 YEAR '°'® A / � O _ a, 1 128 �^`� � - _ s, \ 4, V10=13.2 FPS 104 106 z 107 108 p STORMWATER / Q10=41 CFS Y �, ■ 105 z 0 MANAGEMENT �,(/ / PIPE DIAM.=2' Q 9 �. /PROPOSED FOREST/OPEN SPACE ACCESS & "` V/ L-22 Lu H V) C3 ` ■ m"' " / CONSERVATION AREA FOR SWM CREDIT JFLOODPLAIN -�MAINTENANCE ♦ W1=3x2'= 6' (18.13 ACRES TOTAL) _- EASEMENT W2=22'+2'=24' D ��,, - GABION FOREBAY SEENORTH POINTE STREAM BUFFER MITIGATION PLAN FOR / ,� Z \ADDITIONAL INFORMATION ON THE MITIGATION AREAS AND - HIC E W W TREA BA K RESTORATION INCLUD NG PLANTING D AI M N I ET L . TYPES OF PLANTING SPECIES, AND OTHER DESIGN Lu ` CRAP SCALE _ — -ii"' ; -, ��, ♦� REQUIREMENTS, DETAILS, AND SPECIFICATIONS FOR THE S � O Q - _ MITIGATION PLANTING AREAS AND STREAMBANK Z_ _ Z IN FEET ) (%� RESTORATION AREAS _ i ;-h _ 30 et. Q Lu --_ / ,.� ♦moo ■CCc ■ �. __ - 'IO: ' � � ■ ■ � ■ ■ ■ ■ � - � 1'., _.1 . M t-1NL6 95ki W MITIGATION AREA C, -owl� .35,728 sf t t. h-I (D 1 11, i STREAM BANK 1 J O z 1r000 HARDWOOD 7_ �(330 LF) Q , PLANT AT 6'X� _._``� i. , ,/ O = Q !✓ �, 7^� CENTERS) \ O , _ J 75 WAROD A _ F- (.� cr PGAT N2CENTERS 71DWO A N 8' 81' � a 6G. - STREAM BANK 1 { G Z 'ND A7 :." .. �_ -{2.95 L�. �� M IGATION �iE71� - o „' 14,324 sf -. -. r TREE TU A - (401) HARD OD SEED JOB NO ■� ` ;�,�/� < / PANT AT�7 CENi� _ 152116 ,f' _`-t------ _ , - i 1 ♦ ,��0 1 scn3 i 0' ` r, I _ - --" .:STREAM BANKi0 LF) "- I _ SHEET NO. INFO SFF THI"J SHE NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS ROAD NOTES + THAT ARE PROPOSED TO BE STATE MAINTAINED: GRADING i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 1. THE LA TEST EDI 77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE BASE MATERIALS. NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND PRIOR To THE CONSTRUCTION OF THE SUBGRADE. MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. DRAINAGE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP INSPECTION. WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'5) TO BE PROVIDED AS INDICATED vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE . ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. MAINTENANCE. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. CENERAL CONSTRUCTION NOTES FOR STREETS PA VEMEN T RIP GENERATION 1 S 1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE BY THE COUNTY THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 84 SINGLE FAMILY ATTACHED UNITS (CODE 230) 2. UPON COMPLETION OF FINE GRADING AND PREPARA 77ON OF THE ROADBED SUBGRADE, THE THE PROPOSED METHOD OF CORRECTION, CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. ADT: 1069 VPD (534 ENTER/ 535 EXIT) 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 DIESIGN3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL M PEAK: 81 VPH (14 ENTER/ 67 EXIT) ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR N PRIOR TO PLACING AGGREGATE Iz. M PEAK. 96 VPH (64 ENTER/ 32 EXIT) -4 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC BASE. RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE LYLIV, OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION 4. GUARDRAIL LOCATIONS ARE APPROXIMATE: EXACT LENGTH, LOCA 77ON AND APPROPRIATE END OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CON57RUCT70N. ADDITIONAL GUARDRAIL PRIOR TO 60 DAYS, THE PUGUILL REQUIREMENT WILL APPLY MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY E-NGINEER,5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED BASE. FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET BEFORE SURFACE TREATMENT IS APPLIED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL.ISQ. YD.). CONFORM TO VDOT CC-9(A, B OR 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. CONFORM TO VDOT STANDARD PE-1. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. PERMITTED WTHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN BE LOCATED WITHINTHE STREETS RIGHT OF WAY silo pavernent Design a s 'ADT ulcv 15 e s ­ig n' CBR Surfaee h a ub-base 11 a p Location 'Ise b AD' r I owis and Ckirk Drivc (Est, Futire AD 1') 3000 3000 5 5 SNI-9,5 L5 2,25 I34I-25 45 115 '2113 9 0,6 f8,41::��: 6111-al-d Law 447 447 5 5 sm - 9. i 2,25 11,N4-25 3 2,15 21A 5 M 13 9j: T'irard -lane mast & E'ast.Se,­fwnIs) 139 0 13 9 5 5 7.56 �M-9, 5 2 2.25 JBM-25 0 2.15 21A 8 116 930 Aldrich'Terratc 227 0 227 5 5 9.27 SN111-9.5 2 2.25 13NI-25 0 2.15 :2 IA 8 93 Aldrich'k:rmee JSowh of'Grit-m-d Lane) 424 A e124 5 5 11.44 sm-9.5 2 BN-1-25 3 2-15 21A 5 o.f, 0 644 5 5 12.90 SIA-9.5 2 2.25 BjM-25 3 2.15 !21A 5 0.6 113-, ii 5 5 K22 SAI-9,5 2 2.25 BM-25 0 115 21A 8 'F)Ei 7)131) Giriad fit I}'' 93 5 i 6J fi SM-93 2 2,25 BI'VII-25 0 2,15 21A 8 0.6 ()':3():: 6h,rd 81 0 81 5 5 5i68 SNI-9.5 2 2,25 13IM-25 0 2,15 2 1 A 8 0.6 9 30 5 5 5,11 SNI-9.5 2 2.25 13NI-25 10 2.15 212% 8 0.6 030�:: APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. Note: 1. Contractor to boo any existing pavement being utilized andcoordinate svith N'DOTon upgrades to �eonietric design standards to ensure the above specifications are EFIet and 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WIITH THE VIRGINIA MANUAL FOR are in. accordanceAith their standards. UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND 2. All roads but LeiNis and (lark, Drive shall receive a 112" to I" prime and seat (binder) over the stone subbase for constriiction traffic until final aswraft is wacedl. The stone PROPERTY NUMBERING ORDINANCE AND MANUAL. <tggregate and binder shall be inspected for settling and failures and repai 10, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE 77JE-V ARE nE-r"1JC-n W,)TEz COMPONENTS OF CUJR9 HAMPS CONSIST Of' THE FOLL,�WINGz DEVELOPER WHEN, IN THE OPINION OF Im COUNTY r L/vulivr-r-fT, L/K ur-DILALL, HYDRAUJI CENE14T 21DEWALK (DEPTH 114, WHES. AREA IN SOUARE YARD' 5) CURB WHEN REQUIREED (CG 2 OR CG�3 IN LINEAR FEET) NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. GENERAL NOTES: DETECTABLE WARNINIC: SURFACE (AREA IN SQUARE YARDS) I. THE DETECTABLE WARNING SHALL BE PROVIDED By TRUNCATED COMES EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM 40 SHOULD 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, BE 5AJWMAfiIZFD FOR EACH CURB CUT RAMP 2. DETECTABLE WARNING S14ALL BE FROM THE MATERIALS APPROVD0 LIST FOR DETECTABLE WARNING SuFACEIS. PRODUCTS H07 LISTED SHALL MEET LK T-RAMP 121 MAX OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. THE REQUtREMEN HE QF THE SPECIAL PROVISION FOR CC-12 DETECIAULE 48-1 f:Ax WARNLNG SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE SPECIAL DESIGN SECTION FOR APPROVAL. MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD 5. SLIDPING SIDES OF CURB RAMP MAY ISE POUREDMONOLIT04CALLY WITH RAMP FLOOR OR BY USING PIERVISSTOLE CONSTRUCTION JOINT WITH REQUIREZ BARS.PR PROFILES. 4. IF RAMP FLUOR -S PRECA5T Ho ES MIUST RE PH YIDFU FOR DOWEL BARS SOii THAT ADJOINING FLAqED SIDES CAN BE CAST LN OLACE AFTER PLACEMENT 0; mXx 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE PRECAST RAMP FLOOR. PRECAS1 CONCRIZTL SHALL BE CLASS A-4TYPE A 5. REQUIRED eARS ARr To BE NO. x 8" PLACED TRAMPER CH tO 10CINICR ALONG DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS- THE VIDEO INSPEC77ON SHALL BE BOTH ENTER OF THE RAMP FLOOR, VC -DEPTH OF RAMP FLOOR MII PERZPENDICULAR CONDUCTED IN ACCORDANCE WITH VDOrS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A CONCRETE CQ%IER V,". I - -A- r,. CURB / CURB AND GLITTER SLOPE TRANSITIONS ADJACENT TO CLOG RAMPS ARE INIGLuOFO N PAYMENT FOR CURE / CURB AND CUTTER. MIN VDOT OR COUNTY INSPECTOR PRESENT 7. OLVEI RAMPS ARE TO BE LOCATED AS SHOWN GIN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER An ACCESSIBLE kotife WITHIN THE m0fir Cw WAY or A HIGHWAY fACIL"Iyy CROSSES A CURB REGARDLESS OF WHETHER SIDEWkK IS EXISTING, PROPOSED, ON NONEXISTENT THEY MUST 13E LOCATED WITHIN PEDESTRIAN CROSSWALKS ALBEMARLE COUNTY AS SHOWN ON PLANS OR AS DIRECTED BY THE EINUNIEER, AND SHOULD NOT iT TYPE B BE LOCATED BEHIND VE CuTF5 PROVIDE A CONTINUOUS ]PARALLEL 'Tm"&'L*V'MR'*f'NC LIQH' POLL5'F'kF GENERAL CONSTRUCTION NOTES AND .11F RESISTANT PATH CONNECTING ALL ACCESSIBLE FLEME413 OF A FACILITY THAT GAN BE APPROACHED, ENTERED AND �AED BY PEDESTRIANS_ 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO 8, RAMPS MAY HE PLACED ON RADIX OR TANGENTIAL 5EONS PR"DEO THAT THE CURB OPENING IS PLACED WITHIN THE. LIMITS OF THE CROSSWALK AM ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE ORGIN/A DEPARTMENT OF THANSP0RTA770N THAT THE SLOPE AT THE CONNECTION OF THE CURB UPLN11,111, IS x 910 PEEP 10 THE CURIEL WIN (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE 9, TYPICAL CONCRETE STEWALK IS 4" THICK, WHEN THE ENTRANCE RAWCANI ACCOMMODATE THE TURNING REQUIREMENTS OF ANTjC1PA7rD HEAVY TRUCK MN ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. TRAFFIC, REFER TO STANDARD GO-13, COMMERCIAL ENTRANCE iHEAVY 2" H14GHFR THAN TRUCK ff�AfftOj FOR MNQRFTE 13EFTH� EDGE bf PAVEMENT MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICAAONS AND AT Xx . SAME AS TOP OF CURB 2. ALL MA T IV, %�ILN CURD RAqp,� ARE USED IN WITH A SHARED USE PATH, STANDARDS OF VDOT UNLESS OTHERWISE NOTED. THE MINIMIUM WIDTH SHALL BE THE WIDTH OF THE SHAVED USE PATH, P. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINCS tOIACONA0, TYPE C 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED A 4-k 4'LAND!NG AREA SHALL BE PROVJOEC TO MANEUVER A V?HEELCKNR PARALLEL $ PERPENDICULAR INTO THE CROSSWALK WITHOUT CCINC INTO TAE TRAVELWAY- IIATS V x A-' EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER LANDING AREA MAY NCLUDE THE GUTTER PAR. TRUNCATED DOME 12. ALL CASES WvCRE CL94B RAMPS INTERSECT A RADIAL SECTPON OF C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTAELE CONSTRUCTION. WARNING AND MULCHED. SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 a 0 0 -MODIFfD %S RECOMMENDED BY THE MANUFACTURER 10 MATCH 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, THE BACK OF CUREL a 0 0 0 0 0 0 0 a 0 0 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.71 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER e C, 0 0 0 to a 04 0 0 0 a 0 L g- - C SLOPES OF 3-1 OR BETTER ARE TO BE ACHIEVED. ANDINr RAW 0 0 0 0 0 0 0 0 o 0 a a 0 0 0 0 0 0 0 0 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE 0 0 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DIRAINAGE CHANNEL. 0 0 9 Q 0 0 0 0 Q 0 0 Q Q 0 0 5OX' 65X Of DIAMETER 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL C; 1� -!t Tffi DIAMETER IK OF CURB 1-4j .-DETECTABLE WARMN Af HAU VAIIIIABLEFULL WIDTH OF R, SEE NOTE IZ� _f DEVICES. PAY LIMITS 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1/4 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE INSTALLED ON A RADIUS DETAIL DETAIL CONSTRUCTION INDUSTRY (29 CFR PART 1926). xvc)O-T SPErCIFICRCATION ROAD AND BRIME STANDARDS CG-12 DETECTABLE WARNING SURFACE KIENCE SHEET I OF 5 1 REVISION DATE (GENERAL NOTES) 105 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 TYPE C PARALLEL &PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURD - 1 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 5 5 5 10 6 7 14 7 13 15 1.5 WIDTH GF CG_2 G11-2, 1A A 1.5" TO 2" SM-9.5 10.5" PAVEMENT SECTION ON ALL ROADS, 0" TO 3" BM-25 EXCEPT LEWIS & CLARK DRIVE(l 5") & 5" TO 9" 21A GIRARD TERRACE (11.5") 2" SM-9,5A 10" PARKING SPACE PAVEMENT SECTION 8" 21 A 2110 OEM& �WA SCOTT R. COLLJNS`Z I'_­1 Lie. No. 035791,'t--. 01VAL Lu CY) Lu NOTES: Z CY5 L THIS ITEM WAY BE PRECAST OR CAST IN PLACE. z WIMMETE To Be 0-Ass m IF DO.ST IN PLAM, 40M PSI IF PRECAST. NEAR= V) ZL COMMATM CU" 41 GLITTER H*VW A RASOD FEE OR UtRND FACE OF CLRBI IDIUS CY) gT V) CURB & GUITTER, 0 4. [2yR rk"5TEMEfflTar$r�r ,Tr THE iSM7f%n?% "ZqNI iW-gLOPIF I n S14AII BE CONSTRUCTED PM*ln TO OF SUBBASE COURSES AND 10 THE DEPTH OF THE PAVEMENT, 0 > Lu c) DIN12 ON GS URBAN STANDARDS. w 0 > U-i C: Ld > < -THE BOTTOM OF THE CUR3 AND CUTTER WAY BE CONS7RILL-TEID PhIL&LEL TO TFE SLOPE OF ui SUBBASE COURSES PROVIDED A k AY BE CONOWE X11DMICIN Or THIS CONTTRACTOR OF 7" MIN" DIEM MA IS NTAW.D. I rl '77P z< U) Lu W �D w Lu u 0 z TmmATION NFEIMNICE COMBINATION 6" CURB AND GUTTER VDCTT ROAD AND BRIDE STMOM09 105 W2 YWWM DEPARTMENT OF TRYT5PORTATION1 REVI" DATE SHM I or I ui > 201.03 f 27Yq" MIN 28:Y4" MAX. RAIL HEIGHT A -I sTRIEV #fp*OAIm SAW !AMACM CD LNIATS Of PILDESTRIM LUt __dF -PLELSIRIAN NOTES] GENERAL NOTES Z AC' ACCESS ROUTE amms re m As r AS MAINLW_ ROADWAY (SEE NOTE Sk EXPANSION JOtNT_ ROUYE NIO J� THIS TTIEM MAY WE PRIECAST 09 CAST N PLACE� SHOW ON PLANS) T';ikt15 40 FOR STREET 006NICIDTIONS, THE D UNPAVED SPACE X WJIST BE DEWINEI� IN ACCORIDNXt *TTH w Ljj 3 5"3" j%tffa afYMM THE APRXASLIE REMMW 2. TO UtAIDW TO BE AS NtLLI CwS " IF CAST ON KAM, MmN MAMAL, WL SIGHT z 2" R DISTANCE REQUI111"Em. mw4tF PRE SHOWN ON PLANS) uj EXISTING, OR PROPOSED WIDTH OF .- I CD CID-6 t NOTE 7) 3. CURB HAVNC A RADII Of " FEET OR LESS SIDEWALK OR SIDEWALK TRANCE (PLOW FACE OF CURBO WILL BE FAJO FOR 05 Z V41EN THE ENIRAINCIE RAM CAMMY AGOOMMOIDATTE THE 0 CURB INCLUDED IN RAMAL, CURS. TURNIIING REQU00"ITS Or AMT)CFATED HEAVY TRUM Ld "-ENTRAWE GUTTER 9 1FrjHT TH FOR 9ffl=t)CUN RAWS - f F C%r bC'PA'*$IONI 41141 3�fS�%%H gW CY& 0% BE: AMVEBUrA SI*WALI( W11 TS OF THE M BIL .,,M W �_ -11 (31EE NOTE 21 #974EASM TO 71. M AS so MUCH U) PDD� 31 L?r DEPTH) IN OR" THAT THE BOTTOM OPTICINAL or LIMIT _-Fum-­ HE Or A ;A, ;A. ILow LINE _j to 2'C'4C`E`SS ROUT NON- fRAL, ROUTE or J. WrEN USED w 00"'NiNiTT" WITH STA40" W-a _j can sTlff� GYRO FACE ON IM ST"AW IS 71 0 AS SIIOIMK TO MATCH THE UOUNTMILE CURB OTHERWISE OR CC-7 uj COW)UPRATM EXPIN15*4 HE 0 Z0 NO 04 THEISM& MIS TO BE ME I_j 11 1_! PEDESTRIAN ACCESS ROUTE DETAILS WITH F A OME OR AN E N DEPTIC 4. j 0 CG-14A.CLM8 RAW OES*N TO BE T �r ;& -7' OR AS IN 14 RZ uj FLOW LINE WITHOUT UPAVED SPACE %Rj%A'1S 11 NOTE4 W110TIK 'I' V MA"E ROADWAY -2 SHOVkTI10 THE IN GR-2 GR-2A SHOWk ON TYPICAL SECTm A > APIV A THE VDOT ROAD DESIGN WINUAL, S. OFTONAL. FLOWLM MAY REWIRIE WAWM OF A _QF_wAy 15 �KU Eq IN SEO AIDDRIONAL RIGIII jt .1L1EAIWTS 40N ON OS UPIDAIN STAWAIRDS, (V-3' POST SPACII (V-12' POST SPACING) PORT" 01: GuT'ItA To excLuot PONIAW Or WATER, LN - DESIRABLE MWIMUM 16' -EXPANSION jOJI ABSOLUTE 0NIMUM 12' 04- PEDES7RIAN ACCESS ROUTEE BEYOND OR PROPOSED Voor RIGHT -OF W EXISTING EDGE CF PAVEMENT PEDESTRIAN ACCE$S ROUTES PWV,DE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT t HALF PLAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN OF APPROACHED, ENTERED AND USED BY PEDESTRIANS. -4- 15 PIEDE57MAN ACCESS ROVYIES ARE SEND 2" RADIUS PROVIUED,A VININUM 41'TRAVERSABLE WIDTH 15 REQUIRED WITH A MAX, 24 CROSS SLOPE, SECTION 8-8 WHEN UEFO IN CONJUNCTION WITH STANDARD CG-3 OR CO-?, THE CURE? FACE ON THIS STANDARD r, TO BE ADJUSTED TO MATCH THE MOUNTABLE CURS CONFIGURATION. SURF) UNP VED SIDEWALK SPACE PARAQ01 C NORMAL GUTTER - - - - - - - - - - - % t: N RASE L,O% 7 &1 TO $01 CHANCE sum SECTION C-C 6' A13URLG L 8A5E CLASS I.E,S.P CWNC, TYPE d SIZE 216 2,0 POINT OF GRADE CHANCE FOR CURB ARID x 12 X MA:QMUM INCREASE N SLOPE AT MINIMUM IV INTERVALS FOR SIOLWALN, CLRB AND UUTTERL-- x w x 3 X MAXIMUM OEICREASE IN SLOPE FUR FIRST IWINTERVAL A14D BUILT CONCURRENTLY ACZVTAME ALTERNATW a X WAXIMuNI EC'CREAM FOR SUCCEEDING wNmIIjM 101 INTERVALS W CM IS EXTRIXIM) SECTION A -A SECTION D-D DOT STANDARD ENTRANCE GUTTER SPECtFICATION LEF_E2,NCE SIPIECIFICATION REFERENCE ROAD AND, HIREIGIE 5TANDARDS VIRGINIA OEPAR7MIENT OF TRAM SPORTATION W 2 502 SHEET I Of I REVISION DATE 07115 20.3.013 LLJ CL -C 105 NO. CLA�S A3 NOTE, ALLOWAKE NOT C SCALE SECTION C-C AS SHOWN *514OCESIED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. Xvcx3T XV00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS 13N FILE IN THE CENTRAL OFFICE- SPECIFICATION SKCWrATM MEIHM OF ITMATMEW- REFERENCE REFEF04CE SHEET NO. C STANDARD 6" CURB ROAD AM BROCE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD BLOCKED OUT W-BEAM GUARDRAIL CONWCTION FIM STMT INTEMCT04S Al RIEVI!" DAlt SIREIET I OF fk I SHEET 1 Or 2 1 VrSIQN DATE (STRONG POST SYSTEM) 221 502 Q VIRIGNA DIEPARTWENT OF TRAM15PORTATION 20tU, 01 VIRGINIA 15CPAP'TMEN't O�' TRANSPORTATION 505 AND COMMERCIAL ENTRANMS REV "7 Ef -C I VIRGIIIIIA KPARTUDIT OF TRMWORIATtON 172=03. I Is.,I t ?� MAN DYNAMIC IDEFLECTION 31 MAX DYNAMIC DEFLECTION 2' r_Lfin vir-l" ILL P-9 0 BASE 0 �_A� _A! ENTRANCE I < 0 MM%AE ROADWAY SLOPE 6. PL*M ME TO KCATE WHEN CONSTRMTM OF A FLOW ;A, 10'rPAK49" CURNIE LIB IS RED TO PFWVIDE PMfYC ONA0406C ACWM 0 > THE ENTRANCE. D F�R mw SLOPE CHANCE 7. MAINLINE PAVDAW %i&L BE CaWRIXTED TO THE C:) . ... .. D R/W LINE 4EXCEPT ANY SILOGRAIX STMJZATION x SUBBASE OMITTED #4 TW OnTONCE-1 0 NOTES-' UAFAM ROADWAY - - - - - - - - - REQUIRED FOR MAIINILIK PAVEMIENT *"CH CM HE 1 M'VL ID CN GUARDRAIL LOCATIONS -SHOWN ON F-LA45 ARE APPROXIMATE OPE a Ad aTM GOMWITIMON Be ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AIND Ca 'INEIFR, D AS 04PECYFD 13Y THE ENG EXCEPY FOR REPLACIEMENT PURPOSES. 11 FOR DEIALS OF PUNT MD BLOCIKOUTS SEE SHEET NO. 5OL05, OPTION& CR-2A NiTHOD i OPTIONAL GR-2A METHOD USING NESTED GAIL U51N4 ABOATIONAL 9. THE DESRA= #M MAWN EWTItAICE V1A1DF,CHM30 RAL ON FRACK OF POST S. wta G0w&wE-,fTOR.,-,-r "Ir ARE THE ALL(YWAB Lli C !iRkFT 4015101.01 AN15 5-01.02. TAW)_ LES ARE 0 L&AWTff7REMT SPLICE JOINT Am T FOR DETAILS OF RAIL ELEMENT RAP I THESE _j ASSOCIATED HARDWARE SEE A WHEN NESTED RAL OR ACOTTIONAL RAIL IS PLACED ON BWK of POST M OOWRU07 ORAIDE CH44M WM A PAWCUD CURVE. CONINECTUe, 0 RAL ELEMENTS ARE FURNISHEC' SHOP CURVED FOR RAOI1 FOR CR-2A THE POST SPACING WILL BE G'-3P, DETWEEN 5 FEET AND 150 FEEL. SECTK)N A - A ALLOWABLEENTRAINCE GRADE CHANGES LLJ ALL GUARDRAIL POSTS SHALL BE SET PLUMB. P?.ST SHALL NOT BE 5ET WITH A VARIATION OF MORE THAN Y4" PER FOOT FROM VEHTPL;A. W-REAM, BLOGKOU15, AND POSTS SHALL RE SET AND ALIGNED WITHOUT ALTERATION OR FORGE. AS PER SECTION 505 Of THE '53PECIFFCATIONS. ALL CR-2 AND CR-2A RAIL_ HALL HE MANTANF0 AT A HEIGHT Of" 2?Y," WIN - 213 MAX AS MEASURED PER STANDARD ALL W-BEAM RAILS SHALL BE LAPPED IN THE ]DIRECTION OF VEHICL&AR TRAVEL fOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS Of NESTING THE RAIL OR USE OF Ah ADUTiCNAL RAL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO IN51ALLATION, FLARE RATES DESIGN SPEED INSIDE SHY LINE yoN SOHEY LINE MPH. LshyINE LS FLARE RATE FLARE RATE 9' wl I&I a 59 w 6.51 26TI 2V1 14-1 * Ill # 40 51 1511 5,11 * 3n y tit Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes 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. 1. 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. 2. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 3. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 4. All work is subject to inspection by RWSA staff. 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 without special written permission from RWSA. 5. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 6. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. 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 cast to the Owner. 7. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and past -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 9. The contractor shall observe minimum separation requirements for utility crossings. Whlen a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. 10. 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 prevent any contamination of the public water system. 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 13. Trees are not permitted in the RWSA easement. l .L i JLI"" i A" r. PARJ3 AV IN JfARAZ9 SPAC" VAZT AVT TT! .SIrALF 3-r 5,1 J 69' R/W J 3.Oa' Ld o 0 0 a 3.00' \- UD-2 LEWIS AND CLARK D►RNE (69' R/W) PUBLIC ROAD DESIGN SPEED=30 MPH POSTED SPEED=30 MPH SURFACE COURSE 111111111111111111111111111111111111111111 INTERMEDIATE COURSE BASE COURSE, VDOT #21A OR #2113 DEPENDING ON R - mlffl ULTIMATE TRAFFIC LIMITS i i -i- : /WIN' •■`'ti i ASPHALT -. ROAD] NO SCALE I NEW FINISHED GRADE ,EXISTING GRADE ./ t UD-4 (TYP BOTH SIDES) 6" VDOT No. 21A AGGREGATE STONE -COMPACTED PROVIDE GEOTEXTILE FABRIC IN AREAS REQUIRING STABILIZATION AS DETERMINED BY THE GEOTECHNICAL ENGINEER. COMPACTED SUBGRADE (95%) NOTE: ANY ROCK ENCOUNTERED WITHIN THE FIRST 0.5' SHALL BE REMOVED AND DIISPOSED OF. REPLACE ROCK WITH VDOT N(o. 21A STONE AND PROVIDE 95% COMPACTION. GRAVEL PAVEMENT - SECTION NOT TO SCALE NOTE: USE GRAVEL PAVEMENT SECTION FOR SWM FACILITY ACCESS ROAD TREr,ES, SHALL 2E PLANTED A @t I NAIUM OF€t 4x H 6MKT,+ NICE FROM SACK OF n; C7CK. I`=�jB-,Pv'jAY BE PL-�",NFFDi'�DJACEPIJTTtD','iAf P B4JTS-IA%"L IIT'L lZE ,do- TuBrlr,ROOF ARP 1EP, 3F�V_,JTH PLAP-Tls". GS y-.1TWH 0� , X H MSAAMCE FPO ,I a'r,°AL LOW -PE RMEAB ILI TY' SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL 0 7 � � w 5� II II jj LOWER WALL Y . d 1 I'-" TYPICAL FINISHED GRADE I WALL PLANTING DETAIL D IA. DRAIN TILE .T. F I'-1 (TYPICAL) TOP OF CONCRETE MIN WALL 4211 SITE GRADE RAIL a e 4_ 4 4 c .p ;4 4 4 SITE WALL �. 767 IVI NOT TO SCALE (5' MIN.) 4" CONC. T T�\ 4" 21—A STONE BASE CONCRETE SIDEWALK NO SCALE F 12" REFLECTIVE ALUMINUM 'fix RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE • BACKGROUND BACKGROUND - SIvOTT R. COLLINS WHITE (C) TYPICAL AT ALL HANDICAP SPACES Lic. No. 035791,E THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES,' ACCESSIBLECAL - PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW LLZ `'�- GALVANIZED "U" CHANNEL POST oU) ::E� ow o� �CLIJ - o VDOT A3 GENERAL CONCRETE C)w ire o TOPSOIL AND SEED J < u ZD N, R1, \ \✓�\ \ • crlLLI Z /-\Z 0 < 0 \;,`,,\\ .. :. /�/�i`/fir ° i``�°'` i`/ i F■1 ~_ LU U) XX \4�- 4" MIN, UJ '"I HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE «3 EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BEVF EXTEND GEOSYN11MDC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE lot, 4- AnchorTM Diamond® X INFORCEMENT CONNECTION WX(NOT TO SCALE) lb-d-ANMORWALL8Y87EWMC. 10.60� FINISIUD GRADE 0 REMORCEMENT LENGTH GEOSYN RETIC REINFORCEMENT 4" DRAIN TILE UIXVATION VARIES) 6" MINIMUM COMPACTED GRANULAR. LEVELING FAD Wos = WIDTII OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT W08=(2-De)-;-L+6" Wos AnchorTM Diamond' I:l EXCAVATION OVERSIZING WX (SCALE: 3/8"=V-0") 0-1-ANCH0RWM.LSY3T-9.1NC AnchorTM Dlamone X TYPICAL BASE PREPARATION WX )(NOT TO SCALE) DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE I I >:sK in Z Ong :5 0) IL UJ c 1—� 0 C Q L reo Q � o N <UJ m L'' Icy— Q o O u LIJ T J o v O i N - O v LLl U) o c 1— , 1 � ■ . ■ 0 U LLl Ca z Ld W w z_ O Z w UJ 4 UJ Q L cj� < O Q Q 0 rrt C:) U X y y I11`� v Icy— +. v rn w F w U t L JOB NO. 152116 0 SCALE Of SHEET NO. 4 12 ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 PLANS C AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE ONTRACTOR 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 ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-5S2-7002). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874WHICH AMENDS THE SAFE DRINKING WATER ACT). G001D FOUNDATION MATERIAL ROCKY FOUNDATION iVIATERIAL 24' IN 24" IN INITIAL BACXFILL---�, M F.14 MIN. V. MIN. ti 6" BEDDING ;N �68 STONE R STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. FLNICIVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF AB STONE- UNDER-0 T CONDITION FOW1DATION IN POOR "OIL ti ,r� I TL,yIN INITIAL F3ACKF] UNSTABLE a"ti SOIL MIN- MIN, MIN N, #68- STONE -�----GRANULAR FILL AS APPROVED m BY ACSA i�kmm . . . . . . TA N: LE , 3 10,1 L CJC<I STAP E SOIL OR rROCK NOTE 1. NO POCKS SHALL BE ALLOWED 'A"ITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER, THAN 6" INN ANY DINAFINSION SHALL DE ALLOWED ABOVE THE INITIAL BAKFILL. S. 3-THE IN171AL BACKFILL -SHALL RE PLACED AND COLVIPACTED IN 6" LIFT' FT_NOORGANdC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWEO IN THE TRENCH, a. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IROh> VNATER PIPE INSTALLATION & H-ED D I N NTS TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 14�711 -�l WATER SEWER -1 LOCATION OF OTHER UTILITIES L (GAS, ELECTRIC TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS 1 WATER OR SEWER ONLY EO' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH Ili SEPARATION OF WATER & SEWER SYSTEMS. UTILITIE'S CROSSING A 14ATER OR SFWEP EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS EASEMENT WIDTHS NTS FIG, W-1 FE-1 PLACE GALVANIZED - WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS D�D DIRECTED. MRkER LOCATIONS MAY BE SUBJECT TO HIGHWAYEPAR7MENT APPROVAL, FINISHED GRADE 'I Ivar--ADJUSTABLF VALVE BOX Vil LID n- OF, II IT z M.J. ,ATE VALVE T WATER LINE 2500 P.S.I: TT CONCRETE S 2'u 2' BEARIN(,' AREA - THRUST BLOCK f. NOTE = IN REMOTE AREAS, 'VALVE BOXES SHALL E(TEIILD SIX (6) INCHES ABOVE GRADE. TYPICAL SATE VALVE is 1p IC IJ4' CONCRETE COLLAR POURED AROUND CLEAROUT COVER 7 1/2' f,3500 P51) NTS FIG. YL11-5 TD-9 /'E.11AN. 1574 CAST IRON CLS4HOLrr FfW4E AND LID INSTALLED BLU SH WtHH FINtsHED SURFACE SEE PAVEM09, ",-EXISTING GRADE REPLACEMENT R RQUIREMENTS PUC FEMALE CLLANOUTADAPTEP PL- WITH INVERTED NUTSCIREW CAP OR FLAT SLOTTED SCREW CAR --� ,K,Ok-N-SEAL No, S406-10 I WITH 10 1 j4' BAND PVC PIPE SEE BACXFILL AND,� BEDi7INGs REND REQUIrREMEPIN's PVC PIPE SRVER LATEPAL WYE A \45- BENEI� A ,CONCRETE COLLAP - ----- PLAN VIIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS 45- P rylox rLIJG FOR ALL BENIDSFITTINGS WIDEN TRENCH TO - - r-, g p ACCOMMODATE ANCHOR IF 4MI B�DDING AS U I R E 1") lam, f t, J— 4.5 MIN T SECTION 1-1 SECTION 2-2 PIPE DEGREE FIEND DIMENSI )HE VOL, TEE AND PLUGS V OIL SZE OF (FEET) U. YO. (FEET) CU . YD, DEND L IT T T L I H I T 910 2.50 2. 5 0 3.01 0,24 4" 45 22 1/7 2,00 1.50 Z25 2.00 P2 2.60 2,52 0.15 01, 0 2.00 2.25 2�50 0.15 11 1/4 1r5O 2. DO 2r5O O-lf) 90 3.66 1., 6 3.21 0.48 45 266 2.15'e, 45 2.77 0,29 22 1/2 1.66 2A6 269 �, 13 3.16 2.91 2,66 0.32 11 1/4 L66 2.13, 2.67 0.113 — — 9u 3.8 5 1-112 01,83 To" & 2 45 3-33 3-58 2�95 Q.4,5 3,63 4.00 2. K' 0.52 22 112 2­33 2. 58 2.86 0,24 I 7 1/4 1.63 Z �,3 2.84 0,18 1. THRUST BLOCKS ARE REOUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT ,11. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE ',(ERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. r �'l," L T L THRUST F3L' CKS NTS Fl C. 1,V- 3 T(D-3 CC'MN�L-�SIQN � 3/4' MALL PIPE 00CPLINC r OR APPROVED EQUAL I' TYFE "K' SOFT Corr -Ex 1'1 FW kj' 5L ON ATTACHED SINGLE FAMILY RESIDENTIAL SIERMCES OR DUAL RESIDENTIAL AND IRRIGATION 5ERAGES ­I,.T,W TEE m NOT��ATED F­NCS NO _7 DUAL SERVICE C)),IPR1SV0N a 3/4 CALL PIPE COUPLING OR APPROVED EQUAL ,—I* TYPE 'K' K 7OR 'JSE M4 DI7TACHE0 51NCLE FAMILY \ I✓RESIDEIaHAL SERVICE WHERE AN IRRIGATION METER IS NOT PRUVIDED, SINGLE SERVICE NOTE- 1) SA001TFS SHALL RF USED ON PVC PIPE I/B BEND CC1. TYPI(I'AlL SERVICE LATERAL 1�11,iSTALLATION `5/0" & I" METERS,) NTS FIG. W-6A I 300CI '151 CONC. BASE BENCH SLOPED TO FLOW CHANNEL V MIN /4" BRANCH j FLEX19LE ONNECTIONI INCaTE WITH !STAINLESS STEEL ALL CONNECTIONS TO MANHOLES "HA B A f4 D EX I 'STING Ld BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLFID TYPICAL MANHOLE PLAN r "'; R R A N H TIE IN NTS Fic, S-I-B TD-27 NUTS: RESPRAINFD UDINT FITTINGS Side View - - - - — — - - - 42 Minimum - — — I 951� compactiwi r - (� ­/t,3 1 11, -, (,olvDntzed 'Steel 9-arg, W12 x 14 (rnln- sl7e) 7 3' rriin- penetration into undisturbed soil , or cis approved by the ACSA, M 45' TYPICAL THRUST BLOCK IN FILL AREA NITS FIG. n-,513 TO-5 NOTE, PIE,U' 1-14PETER EANILLILL at�P.[]V]Fr. FUrtilPLIF RIJF.VFW j TV 7. z MIT El TE 1= VEKTEE'LL, rl"E FPlrl If"IE '2 PLAW X. FIFI"IFILE HT G FTHE VERTICAL DROP PIPE V I f ' 'ILL BE DETERMINED BY TH E ACIA, BUT SHALL BE LESS THAN !�HE, (2; FEET. 2 VER71CAN DROP ISIPE SHALL BE THE .3-VER701il DROP PIPE SHALL BE STRAPPED TD THE NIANHOLEAT PI!Pt,'CINITS SIRAP5511ALL BE NIADEDF "T 4­511APEV?iERT,W5 N E ED[' u T Q PROVIDE'SN100TH TRAN5[TIC�N F R0 N1 11 RC�P CC, HN ECT1041.1 CIISCHAR�z--R-IiNr TO F&RING LANE Ovf NIANILIC'Ll IN"I 5- DROP C0NHFCTI0N DISCHARGE F FFIING SHAEL EE CIRIFITED Al 45 IDEGREES, INTO THE FLOW� f- VEP7-CAL DPOP PIPE SHPLL BE MNITALLED AT 90 D-',G'REE9 FROFA THE ACCESS ST17P'3 7. NflLI00Vf'A 72" DAW.ETEP, NIANHOLE REC,MIRIED FQR A SINGLE .ICI" CIR -12" UIA3"eFTER CROP tONNECTIcl,I, up, PB0 8" DIAMETER DROP CONNECThONS STANDARU INTEIRNAL ["II' OP CONNECTION E Ml Lay E Cl 1� T Q b E 01 Ez UO u 4 D 6 < E L c A Ev E S-4 r4 In A AK cl E o -X\A r 0 TYPICAL MANHOLE FRAME & COVER N. F.S. NO S-ED TD-31 FINISHED GRACE FF---n -.--lTl—�—LLT=Lr ---LTL---­--L L�Fl T­'-FFI-:�l--[ FT--n TRENCH REDUCER A ""I UNDISTURBED SOIL mIN. PROFILE VIEW E UNDISTURBED SOIL EDG 24!' MIN. OF TRD`lICH 4 - - - 1 --y­­ - - - f -- -- - - - - -- -- - -- - - -d� REDUCER 6' MIN, 4 .1 . lr�' ------ 2500 P.S.I. CONCRETE THRUST BLOCK-0, 9' MR - - - - - - - - - - -- UNDISTURBED 301L HUGE OF TRENCH 24" m. N 4- NOTES: PLAN VIEW . NOT TO SCALE . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT, U SE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 1 . I' MININIUM HORIZONTAL PENETRATION INTO UNDISTUREED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED Sr')IL, OR AS APPROVED BY THE AC"k CERTIFICATION OF 95% COMPACTION REQUIRED IN IRENCEL, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYrE AND SIZE OF ALL THRUST BLOCKS. D TYL ICAL REDUCER THRUST BLOCK NTS FIG. VI-30 JD- 7 PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" V ATER CAST IRON LID NOTES: (1) A 1­3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH REA(.', METERS. TYPICAL METER 30XEc-, TER'� NTS FIG. W-7 SEWER SERVICE LATERAL CONNECTION' NOTES: I, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLL AND N10 INVERT ELEVATION FOP THE SERVICE LATERAL IS INDICATE') , THE TOP (GROWN) ELEVATION OF THE -SERVICE LATERAL PIPE SHALL OF AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 70 THE MANHOLE. 2, SEWER LATERALS LAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED 031NG A PIPE SADDLE. 3. MIIN PUM GRADE FOR SEINER SERVICE CONNECTION SHALL BE 2% A\ (1/4' PER FOOT ) I 4- ALL SE14ER LATERALS 'SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5- ALL SEWER LATERALS SHALL HAVE A MINIMUM CQYLp OF 3 FEET. 01 SALT TREATED 2 x 4 FINISHED GROUNDVARKER OF PLIJI ECTION J 4 SERIEND CE LATERAL M,41N LINE ---INN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL. CONNECTION FIG. 5­2 TLC-33 NOTEIT I'DIRANT MUST BE EC40if IPI-IED WITH CHAR VILLE THREADS WHICH IS THE LOCAL STANDARD. z- LENGTH OF BRANCH VARIES 6' MIN T, 2' TO 1 o' 18"-22" CU, FT. VALVE BOX #68 STONE- 42"MIN 6' GALE VALVE x w, TEE: 2500 P.S.I. CONCRETE BASE AND THRUST ULOCK AGAINST OINDISTURPED STABLE SOIL S'TEEL PILE--_ - 7 RESTRAINED JOINT FITTINGS WHEN IFIE SOIL IS DISTURBED OR WHEN A HYORANT IS LOCATED IN A FILL, IN AODITIC;N TO POURING CONCRETE, A STEEL PILE SHALL BE USEC AS ADDITIONAL SI.­ )PPORT NOTE � 1. SURROUND 'KEEP HOLES WITH GRAVEL NNQ KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 1 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN 5HVULDER OR BEHIND THE DITC• H. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING CRUUNDWATER ELEVATION- IF qEQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL HE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N'T.5, FIG. W-4 TD-8 NISHED GRADE AIR RELEASE VALVE---, BRASS OR BRONZE PIPE ,-BRNZE GATE VALVE DRAIN TO GRADE IF POSSIBLE—, 1T�= Bi` CRICK SUPPORTS OR S,0 CEMENT BLOCK: -CRUSHED STONE '—TYPE 'K" SOFT COPPER, '—CORPORATION STOP N,) FES: 11 A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED Eau'NIT, SHALL BE USED, 2) FO%VATELIE�LEE" CR R S.NFOR WATER LINES 12" ANT) LARGER USE 2" A.R,Y. A FITTINGs. 3) IN SITUATIONS WHERE THE A,R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATICN SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV} Nis FIG. W-9 ID-20 24"M IN " vi IN EMBEDIIAEN1 SPRING LINE e OF PIPE -TONE --' NO� 68 REMAINING BACKFILL SHALL NOT CONTAIN a -OCK MATERIAL LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* "6" LIFTS) I r THORJUl,-;HLY COMPACJILD DY HAND OR APPROVED NIECHANIC'AL TAMPER �1- HAUNCHING BEDDING 6` mox 4" n-.in FOUNDATION (SHALL BE REOUIRED 'AHEN SOIL 'UINUITIONS ARE UNSTABLE BALL PIPE) NOTE BACKFILLFID ENTIRELY WITH NO, 21A STONE. 2.Fl)R DUCTILE R01,1 PIPE THE 80TTOM OF THE TRENCH SHALL BE SCRAPED t OPEN CljTS IN PAVED AREAS ',NITHIN EXISTING -VDOT RIGHT-OF-WAY SHALL BE AND CM OPACTEDA . ND ALL 'STONES REMOVED OR A 4" BEDDING, OF NC:, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS EINCOUNTEPED PIPE SHALL BE INSTALLED JIN A MINIML M BEDDING OF N(.-). 68 STONE TYPICAL SEWER- PPF NST/'-lLl­ATl0N IH TRENCH NTS FIG, S-3 TD-34 ojr-,� TH 0 SCOTT R. COLLJNSZ Lic. No. 035791� P , 021 10-NAL U) 7-, 0 0- �2 < z u fn Lu co :D 0 0 < m U) Ln > Lu > uj ce . . . . . . . . . . . . . . • • g • • • A