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HomeMy WebLinkAboutSDP200600061 Legacy Document 2008-06-11�pF AL� �'IRGIN�P ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP 2006 -61 Northtown Center Staff: Bill Fritz Planning Commission Public Hearing: Board of Supervisors Hearing: June 17, 2008 Not ap licable Owners: First Gold Leaf Land Trust Applicant: First Gold Leaf Land Trust Acreage: 15.9 Acres Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 45, Parcels 110, 110A, 111, 111A By -right use: Commercial Retail and 111B Location: The site is located east side of Seminole Trail (US Route 29 N.) immediately opposite Lowes and Kegler's and the Carrsbrook Subdivision Magisterial District: Rio Proffers /Conditions: None Requested # of Dwelling Lots: NA DA— X RA — Proposal: 83,990 gross square foot for retail Comp. Plan Designation: Community development Service in Neighborhood 2 Character of Property: Mixture of mature woods, Use of Surrounding Properties: Residential open area and scrub. A stream with associated critical slopes crosses the property. Factors Favorable: The plan has been revised to Factors Unfavorable: Not all conditions of substantially improve the layout and has received a the preliminary approval have received final number of approvals. approval. RECOMMENDATION: Staff recommends approval STAFF PERSON: William D. Fritz, AICP PLANNING COMMISSION: June 17, 2008 AGENDA TITLE: SDP 2006 -61 Northtown Center APPLICANT: First Gold Leaf Land Trust PROPERTY OWNER(S): First Gold Leaf Land Trust APPLICANT'S PROPOSAL: Construction of three buildings totaling 83,990 gross square foot for retail development COMPREHENSIVE PLAN: The Comprehensive Plan designates this property as Community Service in Neighborhood 2. REASON FOR PLANNING COMMISSION REVIEW: Typically final site plans are approved administratively. However, at the time of the Preliminary Site Plan approval, the Planning Commission required that the final site plan return to the Planning Commission for approval. PLANNING AND ZONING HISTORY: 1980 — Comprehensive Rezoning — The zoning designation of the property was changed from B -1, Business to its current designation of HC, Highway Commercial. 1988 — Application is made for a preliminary site plan to allow the construction of an automobile dealership (SDP 88 -54 Medlin Lincoln Mercury). This application was deferred indefinitely at the applicants request after the site review meeting. 1990 — Application is made for a gas station (SDP 90 -64 Heischman 29 North Mobile Station). This application was withdrawn prior to any action to approve or deny the site plan. 1991 — Application was made for a special use permit and site plan to allow an automobile dealership (SP 91 -57 First Gold Leaf Land Trust and SDP 91 -102 Carrsbrook Auto Preliminary Site Plan). At its meeting on December 9, 1992 the Board of Supervisors denied the special use permit for outdoor storage and display in the Entrance Corridor. The site plan was denied as a result of the denial of the special use permit. 1994 — Application was made for an 111,464 square foot retail center (SDP 94 -006 Carrsbrook Retail Center Preliminary Site Plan). This plan was approved by the Planning Commission on July 19, 1994. This application included an approval for activity on critical slopes and other modifications. The Planning Commission action was appealed to the Board of Supervisors. The Board reaffirmed the Commission's action at its meeting on August 3, 1994. The applicant did not submit the necessary final site plans as required by the Ordinance and the approval of the preliminary plan expired. 2000 — Application was made for a 151,785 square foot retail center (SDP 00 -81 North Town Center). This application was withdrawn by the applicant prior to any action. 2000 — Application was made for a 130,184 square foot retail store (SDP 00 -119 Home Depot at North Town Center Preliminary Site Plan). This application was denied by the Planning Commission at its meeting on November 28, 2000. This denial included a denial of a modification for activity on critical slopes and other modifications (reduction in number of loading spaces, buffer disturbance). The Commission's action was appealed to the Board of Supervisors. The Board reaffirmed the Commissions action at its meeting on February 7, 2001. 2005 (October 18, 2005) — Preliminary Site plan for 199,800 gross square foot retail development is approved by the Planning Commission. A special use permit, SP 2004 -24, to allow a drive thru window for a bank is subsequently approved by the Board of Supervisors. DISCUSSION: Staff review of this project has been limited to insuring that the submitted plans meets the requirements for final site plan content, as required by Section 32.5.6 of the Zoning Ordinance and the conditions of approval as set out in the Planning Commissions action of October 18, 2005. The conditions of approval are included as Attachment C. Staff has reviewed each of the conditions of approval to determine if they have been met. Below staff has included the conditions of approval with comment on how each condition has been met. (Staff comments are in italics) The critical slopes waiver for Northtown Center was approved based on the finding that the strict application of the requirements of Section 4.2. would not forward the purposes of the chapter that otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy those purposes at least to an equivalent degree, subject to the following conditions: 1. In addition to all other erosion and sediment control measures that may be required by the Water Protection Ordinance, the applicant shall provide erosion and sediment control measures to assure, to the satisfaction of the Program Authority, that it is providing high levels of effectiveness in controlling sediment during construction. These measures shall include, but not be limited to: a. A construction schedule that minimizes the duration of disturbance (e.g., phasing of the erosion and sediment control plan). This condition has been met. The applicant has proposed to complete construction within 6 months of receiving a grading permit. b. Using high efficiency sediment basins designed to include the use of flocculants. This condition has been conceptually met on the condition that the use offlocculanis is clarified and used during all phases of construction. The applicant has proposed conditions for flocculants in Phase A. High efficiency basins have been shown on the plan. c. Matting exposed slopes as determined appropriate by the Program Authority. This condition has been conceptually met on the condition that the spray -on application proposed in place of matting be applied immediately upon reaching final grade to any slope of 3:1 or steeper, and should the application be ineffective in the opinion of the county erosion control inspector, matting shall be immediately applied The applicant has proposed "Flexterra Growth Medium, " or an approved equivalent to be applied to all slopes within 4 days of reaching final grade. d. The contractor shall have a Responsible Land Disturber ( "RLD "), on the site throughout the period during which the site is under construction. The "RLD" shall maintain a daily erosion and sediment control inspection log demonstrating that erosion and sediment control measures are being closely monitored and deficiencies are being quickly repaired. The "RLD" shall assure that all control measures are being maintained in optimal condition. The log shall be made available for inspection by the Program Authority at any time during regular business hours. The applicant has proposed to have a Responsible Land Disturber to maintain a daily ESC log to be available to the Program Authority during regular business hours. This condition has been met. e. If determined to be necessary by the Program Authority, the surety required by Albemarle County Code Section 17 -207 shall include an amount determined by the Program Authority to be reasonably necessary to take corrective action to repair or restore downstream properties damaged during construction by runoff or sediment. This condition has been met, subject to the posting of a bond in the amount is $303, 750 for the necessary improvements as listed in the County's Northtown Center Adequate Channel Analysis of 4 Jan 2008. This bond must be posted prior to the issuance of the erosion control permit. 2. In addition to all other storm water management requirements that may be required by the Water Protection Ordinance: a. The stormwater management plan shall include additional measures determined by the Program Authority to be necessary in order to capture, to the maximum extent practical, the runoff from the site, both during and after construction. This condition has been met. The applicant has proposed to treat runoff twice with Stormwater Management facilities. Impervious Areas will either drain to raingardens and then to a biofilter facility, or will drain to a biofilter facility and then to an underground water quality facility b. The stormwater management plan shall include measures to prevent, to the fullest extent possible, damaging conditions to downstream properties and receiving waterways from occurring as a result of the development of the site, both during and after construction. The applicant has proposed to improve the channel downstream of the site on the following tax map parcels if the owners of the parcels will grant the applicant an easement. If all the owners do not grant the applicant easements or permission to make the improvements within 2 years of the first Certificate of Occupancy on Site, the applicant proposes to be no longer required to make the offsite improvements. The applicant also proposes to not be required to make the offsite improvements if State or Federal Permits cannot be obtained. TMP 045COO]OP00900 2929 BROOK IERE CT MCKENZIE, DYLAN SEAN TMP 045COO]OP00800 2931 BROOKMERE CT PODOLSKI, MARTIN M OR ELLEN N TMP 045B1010A00700 3209 CLARKS LANE SHIRLEY,, E SHANNON G TRUSTEE OF THE TMP 045BIOIOA00400 121 INDIAN SPRINGS RD KUHN, JOHNJOR WENDYF 4 This condition has been conceptually met upon the condition that the applicant provides adequate grading, drainage, Erosion Control Plans, and necessary State and Federal permits for the site including proposed offsite stream improvements prior to final site plan approval. c. In order to allow the Program Authority to develop appropriate measures to satisfy paragraphs (a) and (b) of this condition, the applicant shall submit data demonstrating the peak flow of runoff from the site and the peak flow of runoff coming onto the site. [Albemarle County Codes Sections 17 -31, 17- 314(D)] County Engineering staff has provided an in depth analysis to the applicant of the peak flow of runoff from the site, and the applicant has provided an analysis showing the peak flow leaving the site. This condition has been met. Pre and post development peakflow rates have been calculated. 3. In the plan during construction the sequence of the storm water management addresses the switching over of the stream flow, if any; Conceptually, the final site plans meet condition 3. The applicant proposes to pump the stream around in areas of stream flow in order to work in the dry. However, prior to final site plan approval, the Erosion and Sediment Control Plans must be approved meeting all State and WPO requirements. Final approval will require particular attention to phasing of construction to insure that no areas remain unprotected between phases of construction. 4. In conjunction with the final site plan, sufficient landscaping and screening shall be provided to screen adjacent residential properties from areas of disturbed critical slopes; and Staff has met with the applicant and the abutting property owners. The proposed fencing and landscaping have been agreed to by the abutting property owners. Staff opinion is that this fencing will provide adequate screening and security. Additional, it will serve to stop windblown trash from entering the residential property. Staff opinion is that this condition has been met. 5. All of the other conditions recommended by staff. No other conditions have been recommended. This condition has been met. The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6), in addition to the following conditions. The Planning Department shall not accept submittal of the final site plan for signature until tentative approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions are met: 1. Architectural Review Board issuance of a Certificate of Appropriateness. The ARB has granted staff administrative approval of the Certificate of Appropriateness. (Attachment D). Staff opinion is that this is adequate action to allow the Planning Commission to conditional approve the final site plan. The final site plan will not be signed until the Certificate of Appropriateness has been issued. 2. Virginia Department of Transportation approval of entrance design, signal improvements, frontage and turn lane improvements as well as any associated road plans and drainage plans. All of VDOT's main concerns were addressed on Nov. 28r", 2007. This condition has been met 3. Albemarle County Service Authority approval including approval of the design of the relocated sanitary sewer meeting ACSA standards with no portion located within storm water management facilities. The Albemarle County Service Authority has granted approval. This condition has been met. 4. Current Development Division approval of: a. Minimum sight distances within parking areas /travelways. This condition has been met. b. Design/location of curbed islands in the parking lot. This condition has been met. c. Stormwater BMP plans and calculations. This condition has been conceptually met. The final site plan cannot be signed prior to approval of the WPO plans. Outstanding issues include State and Federal permits, Stormwater Management Plan approval, and Erosion and Sediment Control Plan approval. d. Stream Valley design which is acceptable to the Architectural Review Board. Based on the plan reviewed by the Architectural Review Board at its meeting on October 3, 2005 and included as Attachment A marked WDF, 10/09/2005. This condition has been met. e. Approval of revised parking calculations to account for any parking lost by condition d, to include if necessary, a reduction in building space. This condition has been met. f. Retaining wall designs for any walls of 4 feet or greater. This condtion has been met g. Landscape plan, to include a conservation plan for all trees proposed to remain. This condition has been met. h. Lighting plan. This condition has been met. i. Subdivision plat combining the parcels into a single parcel or realignment of existing parcel boundaries to result in lots meeting minimum requirements for building construction. This condition has been met. j. Necessary access, utility easements. This condition has been met. k. The 18' retaining wall on the northern side of the site cannot disturb the undisturbed buffer for a footing or reinforcing grid. The plan must be revised as necessary, or provide computations, details and construction methods to avoid disturbance of the buffer. This condition has been met for this phase of the project. 1. Grading to the edge of the undisturbed wooded buffer on the sides of the site will likely cut tree root systems, damaging and eventually killing trees. On final plans, the grading should be moved back, or specific trees surveyed and marked on plans to ensure survivability of trees within the undisturbed buffer. This condition has been met. S. Fire Marshall approval. This condition has been met. 6 Building Official approval. This condition has been met. 7. The final site plan shall be subject to Planning Commission review. Under review by Planning Commission. SUMMARY AND RECOMMENDATION: Staff review has resulted in both favorable and unfavorable findings: Favorable factors: 1. The plan has been revised to substantially improve the layout and has received a number of approvals. 6 Unfavorable factors: 1. Not all conditions of the preliminary approval have received final approval. All conditions have either been approved or conceptually approved. Therefore, staff can recommend approval of the site plan with conditions that must be met prior to signing the plan and the beginning of construction. RECOMMENDED CONDITIONS: The Site Review Committee shall not sign the final site plan until the following conditions have been met. Approval of an Erosion and Sediment Control plan to include: a. Comprehensive proposals to ensure adequate Erosion and Sediment Control measures remain effective during the transitions between phases of construction. b. More detailed information regarding the proposed flocculants, including application locations, installation and maintenance schedules as they relate to the construction phases, and manufacturers' specifications and details. 2. Issuance of a Certificate of Appropriateness from the Architectural Review Board. ATTACHMENTS: A. Site Plan B. Location/Detail Maps C. Planning Commission Action Letter dated October 28, 2005 D. ARB Action Letter SITE DATA LEGAI R_FFERFNCE: TAX MAP 45, PARCELS 110, FICA, IF. 11IA & 1118 SOUR(,` OF TITLE FOR PARCELS 110, 111, 111A, 1110: DR 1894 - -386 59ii 01 FI T E I -OR PARCEL !10 A: JB 1178 - -'.525 OWNER OF PARCELS 110, 111, 111A, 1119: R D : -AI ' AND TRUST 11 .B \X _ 33 CHARLOTTESVILLE, VA 22902 OWNER ,I PARCEL 11OA: RIVER HEIGHTS ASSOC., LTD. F p 11 X 5518 AR OETES4! -LE, VA 22901 OE VE:OP; R: UNITED LAND CORPORATION OF AMERICA F.O. 3CX 7548 CHARI.O'TSVF LT, VIRGINIA 22905 (434) 97; 3334 CONTACT: MR. WENDELL WOOD Z 1NINC ITC, EC & AIA MAI .S,,CRIAL DISTRICT RIO 'IOURC1. OF BOUNDARY SURVEY: ROUDAHUSH, CALL & ASSOCIATES SO'URCF OF - TOPOGRAPHY: P.00DABUSH, GALE & ASSOCIATES ,A TUM INFORMATION ;S NVGD 29, 'JSC & OS Z 155 RESET 1956, AND ,_OCATED AT THV_ N.W. CORNER, D US H'OUTF 29 AND SECONDARY ROUTE 649, STANDARD ELEVATION DF 5 i.71- BENCHMARKS: bt, iHRTCKNAIL AT SE. CORNER OF D.:. #6 = 457.79• ,y2. PAINTED SQUARE LOCAIED Al lPL IN.W_ CORNER OF 1 1.4/7 = 457.44' V TOF` OF SANITARY MANHOLE p4 = 429.89' #4. S_. CORNER OF CONIC, SLAB A' PROPANE TANK LOCATED AT 16MP STATION - 42427" SE TRACKS: 'IJBI.0 ROADS: KILNING - 30 PARKINC - 10' ::f & DIP S :!AL ZONING : HULLOING - 50' PARKING - 20 UNDISTURNLD BCFFFR - 2s' COMMERCIAL ZONING: 9LULDINC - 0• PARKING -- 0' MAXIMUM BUILDING HEIGHT: 65' HEIGHT OF BUILDING H :S 44' HIGH. ADDITIONAL_ SE'8ACK rROM RESIDENTIAL ZONING IS (44- 35)*2 = -18' PAVING SPECJI AAIONS: RFfEk EO TYPICAL SECTIONS ON SHEET S. RWN :ISO' /AC:AN' GSE RI'AI _, CIF -,c, SANK, �_S :ACRW �JILUING SUMMARY: I'AI:. U,F :0,250 S.F '+INK Js, - 3,090 _. - >JD LSE 5.'000 S,_. L ITT USE 6'0 -C SS fLOCR AREA - g_` 900 'S.L. :,TOSS !.EASA91' AREA 67,IN2 _F �8D %) 'ARKiNG SCHEDULE OUiRLC FOR SF,0fl,l; ; CLNT_R: 'ROSS _EASAHLE AREA = 57,192 S.F. .:.15 SPACES PER 1001 S.F. GLA = 320 SF•ACFS CVDFT) 'FACES (N NC :ANICAF -ACES' AFIII FQLJRED G ILI,C SPAC[� PROVIDE' 4 N I'St_ SCH U °Rr- DEVF, OPMENT % 'OS' II I' 0"MLN I I UING 501 SF 2 n3.990 e.1 : SOCG S7 11 '.21 'n4 4B a3 _ -__ - 9.5 69 tgA I- ,C() 6q -v lopmr`nt Re• FINAL SITE DEVELOPMENT PLAN FOR PHASE 1 NORTHTOWN CENTER TM 45 PARCELS 110, 110A, 111, 11 IA, & I I IB RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA R� VICINITY MAP F 1, = 2.000' CURRENT DEVELOPMENT PLANNER WA ENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL - - -- _ - - -- -- - ARCHITECTURAL REVIEW _B_ OARD BUILDING OFFICIAL - VIRGINIA DEPARTMENT OF TRANSPORATION GENERAL NOTES 1. DO NOT SCALE THESE ORAWNG5. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES FO "HC ATTENTION OF THE ENGINEER. IT IS THE CONTRACIOR'S RESPONSIBILITY TO FIFLD VERIFY ALL 'DIMENSIONS. 2. IT IS THE CON FR ACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTII.IFES. 3. THERF IS NO 100 YAP HE ODD PLAN ON THIS SITE 1. HI SITE IS NOT 0CA FD '.,N A R-SFRVOIR WA tR.' ETD. 5. Mf_ ..PILL OVER Ur . GHTING FROM PARKING AREA I_JMINARFS ONTO PJ5,lC ROADS AND PROPERTY N RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON[ -HALL (1/2) 1001 CANDLE. B. EACH CIUTDGOR LUMINARIE EGUIPPED WITH A I AMP WHICH EMITS 3.000 OR MORE INITIAL LUMENS SHALL BE A PJLL CUTOFF LUMINARIE OR A DECOR Ali- LUMINARY WITH FULL CU TO" OPTICS THE EXISTING ETCHING FOR l01 B MI_I. REMAIN. 7. -RASH REMOVA ] MPS7LRS IVILL 3i FR V'L] AT LOC.ALONS " IWN CN'.A4, A_'_ DUMPSTERS SHIN_ iAVI A ,,G5 CNCRE It 'AE. MITI WOOD _,CE ENC 'OST : 8. EXITING _ANDSCAPIN6 CONSIST„ RMARIIY OF DI :CIDUOJS WCOUS0 AREAS. PROPOSED CRITICAL. SLOPES SHALL Fit SIABII.IZED WITH BLANKET MAI"DNG. 10. BUILDINGS SHALT. BF SPRINKLED. 11. OUTDOOR STORAGE, DISPLAY AND /OR SALES SHALL NOT BE Ai.LOWED ON SIDEWALKS OR ACCESS AISLES. !2. AE HVAC UNITS SHALL Be . ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE MSIBLE FROM THE EC. I3_ MAXIMUM NUMBER 0' EMPLOYEES IS ESTIMATED TO BE 250. 14. FIRE FLOW IS 3300 GPM 0 20 PSI ACf.ORONG TO ACSA F; ON DATA FROM NEAREST LXISIING FIR L i?AN1. 'S. SA;KFLOW PREV-NTUN OE VICES W ",.L BE REQUIRED ON THE WATER SERVICE LINES TO ALL BUILGNiS. 16. EXISTING SANITARY SEWER HNES THAT ARE TO BE ABANDONED ARE TO BE PLUGGED AT BOTH ENDS NET CONCRETE. i7. LX'ISIING SANITARY SEWF_R MANHOLES THAT ARE TO RE ABANDONED ARE TO BE BE. FILLEC WITH CONCRETE. 18 . EXISTING STORM SEWER PIPFS AND STRUCTURES RAT ARE SHOWN FOR DEMOLITION SHALL BE REMOVE COMPLETELY. COMPLETELY. GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVCE AU iHORLY INSPECTORS. 'HE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE PROIHtt SERVO AUTHORITY OFFICIALS AT THE START OF THE WORK. ;IT( LOCATION Of LX,SI NG UIELIIIES ARE NOI NECESSARILY SHOWN ON TILL PLANS AND, W1HI..RE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AN) STRUCTURES AS NECESSARY. ALL. MATERIALS AND CONSTRUCTION SHALL COMPLY &-,H THE MOST STUN: CENLRAL WATER AND SEWER CONSTRUCTION '01 CTCA"IONS AEOPT -D BY THE ALBEMARL` COUNTY SFRVICI AUTHORITY DATUM FOR ALL LIEVATIONS SHOWN iS JSGS, THE CONTRACTOR, SHALT. BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (1- 500 - 552 - 7001). ALL WATER AND SEWER PIPES SHAI I HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM `HE TOP Or PIPE, OVER THE CENTE,RJNE 01 THE PIPE. THIS INCEUDES Al i FIRE HYDRANT LINES. SERVICE- AIFRALS AND WATER IINES. AL� WATER AND SEWER AIPURIENANCES ARE TO BE LOVATED OUTSIDE Df ROADSIDE DIFCFES. AU_ NEW UTILITY EASEMENIS SHALL BE DFDICATFD TO ACSA. II VALVES ON 'DEAD END LINES SHALT BE R.ODOFD '<i PROVIDE ADECUAit RESTRAINT FOR THE VALVE DURING, A FUTURF TXTFNS:ON r THE L:N' -0 TAP )011T NOT B! MADE :'NTIL FIX [YT,NTS A ..'PMT -PFD TO THIS ACSA 10 PROPERLY SIZE WATiR ML7R_ '1. ACII Ali TIMES DURING AND AFTER CONSP.UCHON. 1. PRIOR TO COMMENCEMENT OF ANY CON5TRUCTCN WITHIN ANY EXISTING PU811C RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED 'RCM THE VRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NCI ACCURATFLY REFLECT THE RF.QUIREMFNTS OF HIS PERMIT. WHEPF. ANY DISCREPANCIES DCCUR 1111 LCL)'.RFM N , 'V "ATE PERMIT SHAH. GOVERN. 2_ ALL PAVING, DRAAALE RCI A`C MA ,RIAI_S AND rONSjB_C "T. MET40D`_ SHALL CONFORM f0 CURRENT SP:';IF'.CAT'ONS AND 5.ANDARDS G I :JNI 'SS 01HE'RAISE NOTED. ERCNRXJ AND SIL TA ON ,T.NT401 MFALLRFS S-AD of PROVIDE- IN AC :CRDANCE Ai Hr APTIRGVr, IROSiDN C0IjTO. ' AN AND SPA_ B- NSIALIE) ,.:TOR :. AN' - ADINU OR O-' 4 W,- RUCTION. ALI S�OPFS ANG.- :S ,iRRT:D AREAS ARC '0 7E E4TLZCD. 5 r_[i AND VU:CHF). '141 MAXIMUM AP,00BIF - R: - _ ,FIRMA. "VFRFCA: ;. 'NFIRE REASONABLY OBTANAEi i.FS5ER 59PES OT- < OR BETTER ARE TO BF AC'.IEVED PAVED, RAP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REOURED WHEN IN THE OPINION OF TIE ,ALBEMARLE CHUN" DIR;C-OR OF - NONEERING, OR =HE DIREC "OR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Ali TRAFFIC CONTROL SIGNS cHAI.L CONFORM W:t, THE M,ANUAI_ FOR UNE!)RM TRAFFIC CONTROL DEVCES. I ;INL LSS OTHERWISE NOTEO ALL CONCR. E PIPE S A. __ NE REINFORCED CONCRETE PIPf. -CLASS 11. 8. ALT LXCAVAIION ;OR UNDFRGROIINO P'PE INSINUATION MUST COMPLY WIN OSHA STANDARDS FOR THE CONSTRUCIION INUUSTRY !2y CFR PART '926). BOUNDARY ,{ �< F P a �BaIa4 f ° =, p EI aton /Corer, rf < 2;FOtFPi• esr7l ADJUSTMENT Lrno T q PLAT b t cY �Icpes I I ® He y truly Lr em ✓ ,.; 1, I. - 'TOG 2r t _ /f m. w, _ r-- � xI. ABBREVIATIONS H h .'. MH ti.. t Y M o' El, Tc w r 'r, ph . q TSB S�cr•p Bn. 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SAp — X - i _L__r _ I�etT <d • jay ° 21 ` m I 9 ZT W W`.ICF CN 09JNC 5.259 S F 41A - fitI d.l 5 a_ -Arr 'r - z — -- - - - — - - -- - --- — - -- — — — - -^ae- a'a�— = —: - -- - u.w• _ - _. - --- — -- — -- -- --- -- - -- -- - -- ___ ,pro rw - -- - - -- -- -- L ,A9 >o , _ 33 c - - - -- . -- - - - -- _ - - - _..__. x NM FINAL g NAL SITE RASE 1 NORTHTOWN CENTER Rio District, Albemarle County, Virginia x.. s9+" r+Nr. sow six -s ONwI sw_s� / Sheet No o � {Y - SITE PLAN ao a w e° ,za S3 of 14 ^T rtuD� I.pmer,t Res_ource_s, LLC o F} i 1 ]2 SmRN Ps, 90 P+x Clu— rlw VA 229 1 979.8121 439 - 1 P "« 434.9]9^ 601 01 I" - IG 0— BY de N— 45- 110 -SPOM scnLen � - w. ).,te. 06.17.05 LTxxed Ov- 11N v -ow t N. 60R Attachment A PRtex - ,S5 - 1 V We> WRM Stroll Ertend 1' uxw BmatW W", - 155 A CM 2. 12' MW Wn Nd x P�Re1dM n lxe Ce.+le °i mcW '77 W/ <5C SOX S d 30X L r _ 12' OIU Wen _ .....- «_•�� P° 20%IR 0 04', by %alc 02--D i \ 445 SI lure - �S.11— er ASRl T9j Fc,) NS x. /.• not - {_- �°` � /'. � � ua � enxcws ew - �� 4 u .:ores L. Y P I.. f Tn.x R-k A ... -y C F .n, 4 Slro!' 1435 ._4J5 - .ctW°. RI .a4,m dRYWbtM es temD«aY Cmeleuelvi Ewenmt - 30 f Z fu.. SOean Rrote°lim waw % •. j'P / p"p / ) -�_ _— 1 Yi°:ei eFd�lx:C a _ n ➢ tt 4zs w c.e - �4- n`c ',rAiC�l RMIW'L - E- - rr . J .1 « IMD PNtG SE.L 4201 0 _ -- O - - - - ,I2yFF _ ♦ .n_ .. 2 -50 SSW 3450 21'PUR t -- 440 - - ;,,4"r {� 1.., y �. / DtoJzlter M2 seettan Detail 5.ua r54 scAU i'= In'ven 3' ao xore. r 1 - �� 4e , o r dM ° 84' PYRAMID rm e4 TRASH RACK QsoNU nr>NS ,,,, zs' errnl 5p ;:.fit r4Rr x4 ., nrx ca,lo«rz rslr .o-m -.rx - -\ _ '0 OF SA6 - _ / • �T I 1 _ d o -50' -ACN OAR Di +♦ A fall er d2 Tro=h Hack Detail T. s.KU Board on Board "w { 1 t'I)a xl 24' MlIIE N. TIP 4 FF 1]' A9• �I. _ ... Sa1.ri �Iti ., n. . r,., • 4 n S I E� �" I Y ',. 'OM SPIk. - Plek`t Slat Ear ,, Spa g'. 1 -314" 8 2 -114" B Do_ u'a Board Fence Delu'i! p��1 OI/1LI.N N ♦ L i 'o_ �T � p(� W � / � � z � > T I -1 W� •.ee r € j. ` �' 1 RR, � u I -1 1 Wel v ,. % 'J� •� / ,1 I l 3j Nem C �lJ /' I aY / � ems- j • ,f' -� I Y V.0 geln �11 Wm 4 Ay Rol F n 4 t 39'AGC 0'/ .1.21 / A10 un - - - - - - - Rx . !),{;III °I + \`� i 460 a r 5 L y s F.} - e 1 a m .TM R� < W L - -. - - - -- -- - , ^ 3 -.: -. .. _ -: —a . -_� -. ... ., •--. .. 454 _. - - _ _. - ... _. _. -. ._ .._ _- - - -- - -- - - - -- -- - - - -- ,.. neon FINAL SITE DEVELOPMENT PLAN FOR �� �` °r� Dev131opment - -- - - - - -- - -- - t - - - - PHASE 1 NORTHTOIIN CENTER e9oures., LLC _ — C �z Rio District, Albemarle County, Virginia ,3,.979.BIP1 ) 434.979.1681 M ml 15).15' by \ v Orwring Dlle: t,SN OA / Sheet No: o 120 GRADING /UTILITY PLAN w w BO S4 of 14 Attachment A SCA-E: 1' - w Sane- 1' . b On.n Ry Cw 1s110 -SPDK D.Ie osazoe aeele. or. nr =,e,e<I �.a wn PWDSLHED —__ _. FENCING AND ARMORING c 6Wr a w n �usvHS:LOS B w ! OWNRBIgi OOEW� m ) xEWRPr wM ABSRF CORRECT METHODS OF TREE FENCING P R� REBRA.LF L ,I4'J > "w• a u 5A ° - CORRECT iRUNN ARMORING TRIANGULAR BOARD FENCE ®~ TREE PROTECTION DETAIL eHPP.. aErHR k - SWFE; {F� w, i u KfWB��M HiBW.aT Teti BAA LD�IID..W,P.,.RA�mw T„EETaN ,.., I A CONSERVATION PLAN CHECKLIST w.Z 3 -r /r 2 -I /r 6 FT. 6 FT CLLIPER CALIPER WIGN,r HEIGHT �k0 0 °II 0 LANDSCAPE Stt OLS I SNOWING REE SIZES INSTLLLATION NOTES I. CONTRACTOR $HLLl FIELD LOCH TE.1 HALIC Ui41TY, 4C[E55, ANO OTHER EASEMENTS NO LANDSCAPE MATERILL SHALL BE LOCATED IN qNY EASEMENT WITHWT E45EMEN! HOLDERS WRITTENA TO II. —1CS, FIELD AOAST g � M.dNTS AS NECESSARY TO AV010 Alt CCWFCICTS OFP ppOPFRry LkE.FIELD ``•� 1 COVTRACipR SHALL STARE LLL TREE AM SHRIA COCaTIpNS O TO AvOA) PRI(R T0INSTLLLATICN. OWNER _ REVIEW AID NWiOYE III EGETATNI,+ WRITING 4LL ft-, L TIO+9 Mw TD INBTALIAi+W �NOE SPNL BE INSTALLED !. V SGiSE NKHIlEIT 9W1 NO! RE RE40NSIRLE FoR ANY vx Oc COIFLICTS BETWEEN FLANT MIIERILLS AM NNV 511 pglcH w N6PEi RANI :MROrEMENTS. - tIE EvENt CF A FLNNT OWNi1ry psO.EIEMCY BETWEEN iNC PUW 4l0 !Hf IIANi SCICIXLE THE ftAN STYl1 PlaYAk EDGE OF EXIST— WOODLAND TO AFMAw. CR I`NOTECrIONFENc -NG SHA1 L SE INSTALLED AT THE LIMITS OF OISrUiBAN[E FOR TREES TO gEMAIN. 11 -0T\ SEE F65 N.AN FOR TRE£ TO NA. .� OETNL. SHRLBS IN TRONT OF WAIL LOCATED IN WATERLINE EIISFMEN" OWNER TO REPLACE WITN EDULL IF FCR ANY WE M DEMOLITION IS REWIRED Br ACSA. �L2 _SE_I L eFE CALCLL i ON' TREE CANQ°Y: CANOPY REDIARED PHASE I AREA R.T. PHASE -1 PdRCELS 50. FT. 10 10); SL0.63R k 0.10 = JA.06L SD It CANOPY PROVAED PHNSE -IA A J EXISTING TREE FRESERVATION . 31.560 X 125 = A6.)11 S0. 'W PR0P05E0 TREES - 65282 50. FT. To_ PROVILED RR.RR3 SO, FT 9 P. PARI(ING AREd TREES !REFS REQOWD (TOTAL PARXING SPACES 110) = JZO SPACES 110 = 31 TREES TREES pR0VI0E0 JL J. ALL SITE PL VNGS OF TREES AND SHR S SHALL BE ALLOWED TO REACH. AND BF MAINTAINED Ai. MATURE •. WIGHT. THE TD NG OF TREES IS PROHIBITED, SHRLRS — TREES SHALL RF fflw D MINIMALLY b o Y TD — T !HE OVENNI NEAL,H P THE ftNNT. A 8I04IETFNTION TREES AND SHRLBS SHALL RE ARPA 0 RY THE CONTRACTOR 11 THE PATTERN SHOWN ON THE PLAN BEFORE RANTING, THE CONTRACTOR SIIN.L STARE THIF FINN. LOCATION OF EACH PI. ANT IN TIIE 910- RETENTION AREA FOR W 1 T d EN ROVN. RY THE OWNER c , RAIN GARDEN WI 6vC A -LN -- �� RAIN GA40EN L B e. 9i r . _ A •WCIEe.i _ y .. E .. . 7-ARea r' 1 ✓� 1 � 4 sz -aP FINAL SITE DEVELOPMENT PLAN FOR PHASE-1 NORTHTOWN CENTER t Rio District,AWIemmie County, Virginia — Sheet No: ANHOLD ASSOCIATES, PLC LANDSCAPE ARCHITECTURE & PLANNING 0911 ROL'um GAP YTS PRONG. 1191) w 9 GR4NWOOD VCiGRLV. Z.'D13 FAIT: (SIN) 156 -WI DMR._HDGIRS.NFT e LANDSCAPE /CONSERVATION S -5 OF 14 PLAN I OWNB+ D,A Attachment A J 'W 9 1 ✓� 1 � 4 sz -aP FINAL SITE DEVELOPMENT PLAN FOR PHASE-1 NORTHTOWN CENTER t Rio District,AWIemmie County, Virginia — Sheet No: ANHOLD ASSOCIATES, PLC LANDSCAPE ARCHITECTURE & PLANNING 0911 ROL'um GAP YTS PRONG. 1191) w 9 GR4NWOOD VCiGRLV. Z.'D13 FAIT: (SIN) 156 -WI DMR._HDGIRS.NFT e LANDSCAPE /CONSERVATION S -5 OF 14 PLAN I OWNB+ D,A Attachment A APPLICATIONS . Trre Fxetrnri ronM rm.yrvM L -.mq Tn9�rN nwOn.Pr'4 •TlPo ar lmuw�oor!W N�apvrw.nwnB.xr1 w +�.�a Pr... W90un.s�rsw� per �p.nV CONSTRUCTION n�.n anuy.w�rGn rr rw!.�ro �remnm • a.rar own«. owr. mrm..rrrr m.. ELECTRICAL wra., vaNw•wrbrw.va.r OPTICS �ma,•r..Mnrrr�mm nnr b.nr.,s nw,.r �rw.n. •w�waepP..�+.Mp�ym renwW+arwa.a MOUNTING WARRANTYA.ISTINGS SiteLyter° Series SLV Vertical Direct Mount Lumirutre Type YI Distribution �1 Ordering Gulch Example: SLV34ODMADWI aL. r...r!..• Nana bean. s.rw I- br >r ea.�. awwnrrn wia� ...:.�nmw. wynavmr• bar �ra.�e. yam •®In nw wr• M- nLrar' Iea!brr•• lmagb� Hrrmry �MKMn nu>rtpvMnlMn foW rYrda �sriMrrnnsvrws� �wY' irw. Mann Ra �r.rYrMtl al -Gr W ffirGrn wrrnr ww.y....r.rwr+oura..r�rr. NOIES. . - HOTOMETPoC INFORMATION WAS GENERATE 91 `XCEL.NE 2 Ali -1X'URES ARE SHOWN MOUNTED AT 20 l,'U ABO'✓v rINSHEJ GRADE - AL' VALJES SHOWN ARE `10R: JNTAL 'VIA- - - OOTCANDIS 4T - N!9'ED GRAOE F XTJP.- DISIRIBb00N gMP.3b3 S`CWA AI L1.5MFL �l R!T LI!'.NC,L USE U. NT VALUES ;;0 NCI �NCLUDi SUPPLEMENTAL !J;)'7 r RUM ADJACEN* PROPERTIES OR S -REETS n. 'HIS PLAN REFLEC TS''OCiCANUIF XPECIAHONS BASED ON FIXIUP.E 'OCAT IJNS AS - 'ROVIDFJ BY ARCHITEC' /ENGINEER /CONTRACTOR '0 MEET ALBEMARLE COUNTY ARB REOURIEMENIS. A-n FIXTURES AND "OLES SHALL T �U' —U F AND A DARN BRONIFF -1146N r I wJ 1_ I I I I i — 11 —I T ts, ts• sr — _ _. -- -- -- -r I � _ I I I I 4x -. I__- ._-- -- - - -- _ 6r50 tl� L_ �x � _. 0..5p - ,...Uri -5U e +OG _ _ .lr ,,�.�. <. Sa (U__. -- 00 ) 5 9a UU Nr SJ u +00 9X1 /{ Waterline A; Sla 0 +00 to I1 +00 :S8-)-- / SCALF I IU Verl Vw d0, H- GOOD - - GOOb �OUNDATI C:N MA "e Hi Af_ ROCKY FOUNDATION VATERI I ;A "SS 4N?r° Vp�y'dRANGHAME nS j 'JAI VL BOX Q ARIES FJ "I O. E CD. MARK e OCATON Mi CY°ASSIIAJE:T N 3 USO " WAITR TO sGr A`! .,CPAR MENI A: ROVA 111� e. v. IIN'SHEO ONADE --1 /6A SDO'ING F h VARIE� - -- -- T 1 — I -ABLE 5011 ROCK \ ��I • SCHWF TIIE HU UM OF HE 'R: NCH. REMOVC ALL WA ?E t MAIN I STO 5 10 DO PF "OPEN R S1 ON ROCK ANL ) VACA _ O11TABLE VA. OCR W/ 'D O E 3'NO' M k TA O. "r. NO. 1905 THEN COMPACT THE Su. OR PRONIDE A BE,:. NG Oh '- li /I (SCREW TvPE) OR APPROVED EDUAL ,y6A S DNE. ( r _)N `Nr f pu "aD!\TION IN POOR 50'L UNL`ER Ctil CONDITION i 1 � 3 18' Yn. 5 y' Cmtr XX to verify 95z - - - __— _.. tF RE DcD COHPLINc eane■f'■AN under PbAA - -- ADLf "•A IES C P F AND CAP — N IA! ©ACKF'Ll— Z n ap fll weox (Typ.} ' _ J.Y - 1 —,I . N 1 P 5 f.0 E —� BRASS NIPPLE AND CAP ■w 129w rATC VALVE SOIL _ JBRCATE ALL THREADS _. — M.A ' N' #'68 5 - �. �.. I _ TONr. \ METER aCY (SEE IG w !) u � d .. -'ONE 1FrRU5 BLOCK - - Wsmm , -,r 12� CK IA_�L BOX --\ �).'T -. �aL cR RocK � � _ - vo �I / s _ jJ _ I'. I I I �rvi ___._ NOIrJ li ^r C:�A -:- fi% 41LGWE:J 1.'.T -:4 :r - I'F NA'fv iINi.S. M l +�\ zs 1 —� i2 ~ HHH 'PE SLOPED �% WA R tl 'O ,RAN rF ni 'Y.' > _. _NC 30C \ �rR 4.! A,. N AV AMT Y.'. C..\ A.. ,r_ AI_ %- `Ar-�' - JARI;� :,A. v. .IN �. A.�S .•L� __. I A K. PA KAII. -_ rc 11C VITA C .. L_ 9_ "i.4C AN') COMPACT N 'I -T: \ T 7HREA ;.O 'AP \ \ B Waterline A; Sta. 11 + -00 C e , �' v _nRLARi4O S8 D_ R <oz N VAT_RIA.L _u J_eR'S , +: 3. a ,W�� -. j scua:.- =iD'v�rL t -5a xoa.. - _. BI c a LL HOLES SHA 3E DaC oU 'IN ALI- CASES. AD N,:c vc N reQTE APEAC I'Ll TO— 11A,r 'x .. c ,X (6) 'NGI.c ­1 r;RADE DL'( "fllE IRON WATER PIP 2 � . . e - // ;lb -. -a-- �` -- l C IYPICAL CATE VALVE- D ''. IN_STAL1.AfIGN de BEDDING. �E TYPICAL DLOW,_OFF ASSEMBLY tro acei� =- - - 58 - _ _ � � -NaT to scut -_.. _ S Nor ro ccA 1 �_� ' ems/ :. NIL - /� rMra'Ln'vPH a to .) o �I a, �. IT \ MIN °... --^ p" TIP - -- W)rN TRENCH -iti -T- A e o vA �' / ' _...__ AL_ BFVFS J OR F,T TNh> r' E cm vter L x Ti S CC'JMMOGATE � A VN Ah HOR -F A, - I L a I y MAN J �' ,an Rt 29 5emmote frail - 7 (+dBL ) - IN -- - ., ON 2 ATEN T111 'I- - -. - — eN s Nz� �< a . E ANC P�IIPC i ND JMNSIONS V(L JGS VP nLdE . AE AS 00 TNAIwPPOx SIZE C,-0 L Rt.-29. ,Sminnte Twat - {SBL) 42 /2 1.00 2 OO 2 O2 3 2.:10 1 e5 J.50 J'S - fore rru NOTE —_ -- 3G rS 66 3 6 ;i., 46 T rvc T[. '2'2 661 a 2J LF L 1 p 0.. -, A F P PAVr i a Dom-n-on e- I > A H Waterline Connection Det¢tl I I Be 1; 66 26 ''I 20) °;5 9 r � AN — F1 SITE DEVELOPMENT PLAN FOR ``�'eA Development - -- 6 FINAL E De 90 t 3A11 Y12 iTn'. uFCBS, LLC ° Iz `z / i33 j zsn z.ea ira S.A1 Dc A PHASE 1 NORTHTOWN CENTER Rasa -- 0 vF FO E t I, 9 l J2 Sartn Prrtup� Pne r / A 1,) 20 0`8 L.._.. 1 - Tro P A A wE ­LL ' CN�„ctlmMk. VA 229r —� — ,Ary „A IE' MPEO Rio District, Albemarle County, Virginia THRUST BLOCKS ARE REOJIRED WI ENEVE TI1 P.PELINF. - Cr AAI L1RC1IID,1 fn ANDES L[cE., A4U 4, 434.979'681 (e SIZE, DEAD ENOS AND AT VALVES. P OORVA.- 2. USE 25M S1 ONCR'CM Fw \. ?x 0 1. NO CDNCR F 3E POURED ON' All AR i�,t DINT. L ` - 1. II1E CON SUL.Y., NGINEF'R SHALL 6E RE PTN5NI -O _ VERIIY II IE TYPE i SIZE OF ..fleet ;V (): N0. pESCRIP00N DATE. ALL THRDS" Hr nCKS. m 1 it t. ! m R T WATERLINE PROFILES & DE • • • � _ -� >« F �� TYPICAL FIRE HYDRANT ASSEMBLY DETAIL S8 �l / CONCRFTE_THRUST BLOCK DETAIL - .a -... -- - -- 77. 45- Attachment A �S %NOT SB J NOr'CU SC.UE — _ — -. -- _._ . _ AS SNONN 'I�A.r i3y ASD _ 1 e. 06.1208 r. 1FQI - - 5Ca SEWER _S_FRVIC_E , ATERAL CONNECTION NOTES : A SCWE S! ATFRA.- - NE ^.TS rO A E SERIGE I.AT[RAL p5 I-1 UC TTO E (R ) TU OF 'E 3 WCt IEF . C A! E O.2 E E rn (a+ = F ON o 1 E n E o I- 9EMR - ER o SEWER EQNNEITE _ S P U A F UREU 8" SAEPLIIh_', v RER ITAFEt f. E ONNECiIUN S. "LE. RE 2x (t / ^- 2 MIN ALE S AN. A MINIMUM WWI- M:R Fn FHA..] S.- 1AVF A MINMUM COYER 1 � J 4F AT.� -NS E9 CRO NO 2 v A MARKFR SLUG "' OF �FCTION 5ERNCE LATERAL � a y N 'E -1 AN - /AR ES D \ SEWER $FRVICE LATERAL CONNECTION. AN ul uaN, -f4 - DOGHOUSE MANHOLE BASF HGAN CC ,1 A,.,1 ,OEa .CNN - EvaFOU NDATIDN RSECTION VIEW -- .NSTRI.C. A FCRME) INVERT ARUM NFN SEINER E,NE IC ALLOW W 10 THE EX ='LUG oaF ",E!R A SHELF E; TEE LOWER HAIF F THE EX NC 'II'f AN E) REMOVE THE 01- '.AI .F O ,_XS'7ING P[ 0 4dl-T :IN 6" THE MANHOLE WALLS AFT L' 1FtE INVF RT AN") $1 t.I F .LAVE :N FORMED, AND -HE MH HAS 6EEN (l;Li -'! TEST!' IN :'JRDANCE WITH T4E - - F-IF1 C'ATIDNS_ TYYILAL MANHOLE BASE SHOWINC "00CHOUSE _INSTALLATION_ 9 Of R MA EES 3At w 36 MN 'AR[FR AN5 NAn. DM NS CN 2aML'� NUIII AC M N B..MIN F \� EHOPOUO VY CMPAf, EU LC AN.CAI A111111 NO 68 _TONE ENDING D JND TON IS'A't BE PEGV DIPE O CONDITIONS ARE UNSTABLE WHEN SO.I_ - ALL PIPE; NOTE ODE, , S 11 A AR A W11 N SIN(: 11) I - F W RACK IIfU FIN IR W ! O. 21A S ONE EPR I JC N RED, f. PC OM 1Y :RC A B-. S 4 AN ) -L. - 1N -5 OR. f 1 1191.6 J i" N B R R 40 FN EEREJ PI F SHALE, OF IN TA -D ON A MINIMUM 6" ..r... it -, OF NL.. "'+-ONL J TYPICA�FWFR 111-- 1E_INS7ALLATION I.N TRENCH `,TSB NM TO SCALE - 3000 P5 GONG. BASE e Win_\ i � 1 -DELE GININECT.ON -- Y1 S AN.P -5 NA A.E L CNNF NS -0 A C ES' XN MANHOLES SHAT( Di CORE, AND A FLEXINL: CSNNEC ION aGOT " �1 NSTAL.EU .RA F x covER V L rD ARE A\ STREET Su `E oR NCN WAVED ARIA 'WEED K I.: STEPS. CAA IT It . `L t. OR A "QUALCAT ROTA c�AL CAS N rIACC _ \\ PER CAST REIN LPCED 11 \\\ FONCRE ECIICNS 1 MIN \ J RING I.S -- I6" 1 M BIM• M ATOM MRENC ACROSS M H 5 FROM 4_ 0- ROM N[FT A OUTLET C' S A. 6E 020 E T. 1 V U Or 'DOW r U LE x 3 RN c .1 INIEU I.R A 0 6v. k TU c ) IO E W/ NO 55 ITONI -DINS T111C.SESS R GUN M'.N OWN S MIN: FE M PE - ,PLOITCALLI iEFFMNE-n' /'IF CONS TN'-1 1 �DNDTIONS. �E NSUL ANT W L PET RMNE WI M-O'ES IHIt „ nP: OR CN :ND D EASES. ,. ALl 0INT5 -F' n!JIFS. INLETS. D ILETS TO 8E SLAI. O h LR(`..'FJ INSIDE AND 0.,' � � TYPICAL .MANHOLE SECTION F .SHOWING _BRANCH TIE IN \S9 .l NOT TO SCALE - - ...._. M A, A,FR 1-0 111 ,AC, OR -N--IAI,3 AItA I f H L O f Y R RPE 1 I T-- 5 BE - I S A REN JR ED C0N(.PE TE AE N„ 5E 411 R F9 VFD _OIIAI N / N1 ' F 3RCF L NN lION "A L BE AI - IC R N DE'l I A N .f_ PA< F E- N 6 A _R AND 7N , D 1 _ N A D A,. AR A R ,Lt ) SELE- OMFA CIING ( 6 MAX �r SiOVc � of MINIMUM L NATION DI Ff ER ( r - 055 M EROM 111 C 'Al :r'� _ j' -_ j AL ,EI AL. 61 D 2f1 FEET r, r 1 -A L_E`D NWEI FOR A SMOCI.: 1411 _ _ P II Ill URANSITION OF l 1W BETWEEN 0 VI DDEJU "r . S A,L. PE {{ - •. FL MAN .oL_ �- MIN. 6' BEDDING MTH NO 58 STONE Grrs TYPICAL MA.NHOLF, PLAN SHOWING' _ 9FDe NC xNE s REE) REM N -5 SHOWN RE MNINPM AND y A. 3r h BRANCH TIE -IN__, , SP�,IEIEB- v'. IETEEEKENE F1 jE CONSLjI . T,INI . FAR sot DOSE, DON<. R. TO SCALE 1 F CAN L 'A N1 SHA DE. MNE --ill MANHOI I.L DAVE: EXTEND DR NON EXTENDS BASES, - 0 W D W .W J I- JAINT -. 'IT r.S N '. U�I'.F H_ `.EALEV k GEMUIEB MO *H I N 51OF AND .,U T. F `CIAL CON SOFIAT!ON 1AL- BE (,IIEF ENTRANCE 1iP ON 'IN WERS WIi L' SF11 arFS )TYPICAL MANItW WITH DROPCONNECTIOV \ $9 VOT 10 SCALE O vPorm - - : ifis 1Z oIP n xwz - _ -.ntoG eJ _ itt ti 6a" "I yorm . -- 12' uP ti 09ax yvcb to vrllP 85t - aMnputian urdw PIDVS n aY N rr.o,. (Tp)20_ JI 'J• __- ___..- - -_ -.. - __ - _ _. -.. yelp PER, , _i ".� nEn(: ., ,f 5'`NI 5100 SHSG ..OG mt.y Sewer Kegler -1 a to MH -6 �$9� scau T LN SEWER _S_FRVIC_E , ATERAL CONNECTION NOTES : A SCWE S! ATFRA.- - NE ^.TS rO A E SERIGE I.AT[RAL p5 I-1 UC TTO E (R ) TU OF 'E 3 WCt IEF . C A! E O.2 E E rn (a+ = F ON o 1 E n E o I- 9EMR - ER o SEWER EQNNEITE _ S P U A F UREU 8" SAEPLIIh_', v RER ITAFEt f. E ONNECiIUN S. "LE. RE 2x (t / ^- 2 MIN ALE S AN. A MINIMUM WWI- M:R Fn FHA..] S.- 1AVF A MINMUM COYER 1 � J 4F AT.� -NS E9 CRO NO 2 v A MARKFR SLUG "' OF �FCTION 5ERNCE LATERAL � a y N 'E -1 AN - /AR ES D \ SEWER $FRVICE LATERAL CONNECTION. AN ul uaN, -f4 - DOGHOUSE MANHOLE BASF HGAN CC ,1 A,.,1 ,OEa .CNN - EvaFOU NDATIDN RSECTION VIEW -- .NSTRI.C. A FCRME) INVERT ARUM NFN SEINER E,NE IC ALLOW W 10 THE EX ='LUG oaF ",E!R A SHELF E; TEE LOWER HAIF F THE EX NC 'II'f AN E) REMOVE THE 01- '.AI .F O ,_XS'7ING P[ 0 4dl-T :IN 6" THE MANHOLE WALLS AFT L' 1FtE INVF RT AN") $1 t.I F .LAVE :N FORMED, AND -HE MH HAS 6EEN (l;Li -'! TEST!' IN :'JRDANCE WITH T4E - - F-IF1 C'ATIDNS_ TYYILAL MANHOLE BASE SHOWINC "00CHOUSE _INSTALLATION_ 9 Of R MA EES 3At w 36 MN 'AR[FR AN5 NAn. DM NS CN 2aML'� NUIII AC M N B..MIN F \� EHOPOUO VY CMPAf, EU LC AN.CAI A111111 NO 68 _TONE ENDING D JND TON IS'A't BE PEGV DIPE O CONDITIONS ARE UNSTABLE WHEN SO.I_ - ALL PIPE; NOTE ODE, , S 11 A AR A W11 N SIN(: 11) I - F W RACK IIfU FIN IR W ! O. 21A S ONE EPR I JC N RED, f. PC OM 1Y :RC A B-. S 4 AN ) -L. - 1N -5 OR. f 1 1191.6 J i" N B R R 40 FN EEREJ PI F SHALE, OF IN TA -D ON A MINIMUM 6" ..r... it -, OF NL.. "'+-ONL J TYPICA�FWFR 111-- 1E_INS7ALLATION I.N TRENCH `,TSB NM TO SCALE - 3000 P5 GONG. BASE e Win_\ i � 1 -DELE GININECT.ON -- Y1 S AN.P -5 NA A.E L CNNF NS -0 A C ES' XN MANHOLES SHAT( Di CORE, AND A FLEXINL: CSNNEC ION aGOT " �1 NSTAL.EU .RA F x covER V L rD ARE A\ STREET Su `E oR NCN WAVED ARIA 'WEED K I.: STEPS. CAA IT It . `L t. OR A "QUALCAT ROTA c�AL CAS N rIACC _ \\ PER CAST REIN LPCED 11 \\\ FONCRE ECIICNS 1 MIN \ J RING I.S -- I6" 1 M BIM• M ATOM MRENC ACROSS M H 5 FROM 4_ 0- ROM N[FT A OUTLET C' S A. 6E 020 E T. 1 V U Or 'DOW r U LE x 3 RN c .1 INIEU I.R A 0 6v. k TU c ) IO E W/ NO 55 ITONI -DINS T111C.SESS R GUN M'.N OWN S MIN: FE M PE - ,PLOITCALLI iEFFMNE-n' /'IF CONS TN'-1 1 �DNDTIONS. �E NSUL ANT W L PET RMNE WI M-O'ES IHIt „ nP: OR CN :ND D EASES. ,. ALl 0INT5 -F' n!JIFS. INLETS. D ILETS TO 8E SLAI. O h LR(`..'FJ INSIDE AND 0.,' � � TYPICAL .MANHOLE SECTION F .SHOWING _BRANCH TIE IN \S9 .l NOT TO SCALE - - ...._. M A, A,FR 1-0 111 ,AC, OR -N--IAI,3 AItA I f H L O f Y R RPE 1 I T-- 5 BE - I S A REN JR ED C0N(.PE TE AE N„ 5E 411 R F9 VFD _OIIAI N / N1 ' F 3RCF L NN lION "A L BE AI - IC R N DE'l I A N .f_ PA< F E- N 6 A _R AND 7N , D 1 _ N A D A,. AR A R ,Lt ) SELE- OMFA CIING ( 6 MAX �r SiOVc � of MINIMUM L NATION DI Ff ER ( r - 055 M EROM 111 C 'Al :r'� _ j' -_ j AL ,EI AL. 61 D 2f1 FEET r, r 1 -A L_E`D NWEI FOR A SMOCI.: 1411 _ _ P II Ill URANSITION OF l 1W BETWEEN 0 VI DDEJU "r . S A,L. PE {{ - •. FL MAN .oL_ �- MIN. 6' BEDDING MTH NO 58 STONE L 55T� .- - P(PPawd RoM is T, I_ 44NI Grrs TYPICAL MA.NHOLF, PLAN SHOWING' _ 9FDe NC xNE s REE) REM N -5 SHOWN RE MNINPM AND y A. 3r h BRANCH TIE -IN__, , SP�,IEIEB- v'. IETEEEKENE F1 jE CONSLjI . T,INI . FAR sot DOSE, DON<. R. TO SCALE 1 F CAN L 'A N1 SHA DE. MNE --ill MANHOI I.L DAVE: EXTEND DR NON EXTENDS BASES, - 0 W D W .W J I- JAINT -. 'IT r.S N '. U�I'.F H_ `.EALEV k GEMUIEB MO *H I N 51OF AND .,U T. F `CIAL CON SOFIAT!ON 1AL- BE (,IIEF ENTRANCE 1iP ON 'IN WERS WIi L' SF11 arFS )TYPICAL MANItW WITH DROPCONNECTIOV \ $9 VOT 10 SCALE L 55T� .- - P(PPawd RoM is T, I_ 44NI C."d,,, ro. u. .ths- -_�- u0 _ .Nall ®Nonrcwni� 1440 : -7 EMBEO p4P1 } , a 4 V7 2' wN9 Gvde� ,Em - _ -�Y�'_ 25i. - 0 W D W .W J Garitary SRI er, MH A to MH B S9 KALE: 1 to ven., r =6a Nara. _Ivpes at chmr'e to h d 't tan ap B I peta' :m ng s v ml a anald nt ainng < n k I v s tAa5T k e e b e P av . - ae s[111 b beb'ItFPSJ etl tl t 9 t e tL4 1 GE 9 wm plv' d A, dl(— abr ,t,- --y WIG.FdA C d d rnq vo IRETEFF, daLl gnl'r9 Lnol are nn naldetl -r rellmde vnpv.t INI d efo !v snee W xatlon. SEMN>_t Sffi1PB_2 TYPICAL .CROSS VFCTION_FOR. Si'REAM UAYLLCHTIN_C__, Sg MOT TO NGA.E PI. j -t3 I � I I II II I II III I' I ICI '� I III I Ii I I II 1 ' Marv. tj 1 WETAL ,SAFA'TY RAIL OE'TA1L -_ _ \$J j WES w an S E , v A 9e Ao 9'I Lps(recx RENFav Sane SEA �oerm( 1 cc 66 c L e 6� z s A -4 f T -4 - �. - -- - C � ., -X, A _ 1 __. p. ,0 9 3 t 4 14151 C eryY wt � FJ 21 I I 0 ( IssA _ - — SIR -4t � 655 G L I, ass 4 REE R,, _, r e / / h L C -� I Yd(-) l_ E RET TO .. /..l-t FTA AREA MIH YETI SO OEIINE.O CHAAN5. PJ� - _ 1.... r d�N -LEG' S'6CTION -A=A 1.11CN ClO1H ENDID ON IER R(EI IRR ON IRF PFAIMf TER K” OUTLET PROTECTION TABLE $� Nar To scil:e __ 3- 1/' II I j I II III II II WNENNA EXIA, I10iNTI ', 2C7Ai'_ Y t I ]e' uA L _- - m)JA FINE G sKE ; FRMAE SECTN)N na. USECTION TYPICAL MANHOLE FRAME_ & - COVER - 1itP1 *U&inion FINAL SITE DEVELOPMENT PLAN FOR �° PHASE I NORTHTOWN CENTER ResoA, Et. ELC 172 —1-UE CNS1v[tesWlk. VA 2291Rio District, Albemarle County, Virginia 1`4 434919.9121Ir, 434.919.1691 LN OORVA Cam %O: Ira. :.�9 r:.Je, i NNA.TM or v No. RESrnIRncxoATE od o SANITARY PROFILES & DETA�" ' S� Of 14 Attachment A - a= t' AG Ase a 46-110 O6.II.C6 IRM `Iola:( Nn.. 5072 T T-� \ ,I EMBEO p4P1 } , a 4 V7 2' -' �PCfi MO *H I I10iNTI ', 2C7Ai'_ Y t I ]e' uA L _- - m)JA FINE G sKE ; FRMAE SECTN)N na. USECTION TYPICAL MANHOLE FRAME_ & - COVER - 1itP1 *U&inion FINAL SITE DEVELOPMENT PLAN FOR �° PHASE I NORTHTOWN CENTER ResoA, Et. ELC 172 —1-UE CNS1v[tesWlk. VA 2291Rio District, Albemarle County, Virginia 1`4 434919.9121Ir, 434.919.1691 LN OORVA Cam %O: Ira. :.�9 r:.Je, i NNA.TM or v No. RESrnIRncxoATE od o SANITARY PROFILES & DETA�" ' S� Of 14 Attachment A - a= t' AG Ase a 46-110 O6.II.C6 IRM `Iola:( Nn.. 5072 -1 435 L,wla. 11.5 I A Storm Sewer, STR -33 to STR 65 +510 % -scalr. 1' -l0' c.rt r -w' sea 1 t _ _ i wIl 55WSLJSaIVr_'. ' I i csa.,.w . I .. arf � •3 �I{Ntr'.2+'.- -- -- - - - -- LO- 9St—D —Desn Ca WWM t _ _ i wIl 55WSLJSaIVr_'. ' i ,E5 EO_ _A._.._. I i csa.,.w . I .. arf � •3 �I{Ntr'.2+'.- -- -- - - - -- LO- 9St—D —Desn Ca WWM C , a p 8( � $ I H. K Underground D tention Fanitty ncfoil 1 of 4 � � a S10 / s . r-, Xo . 1 10 tml. R � �II • � ; i � le � � 1t 1e y � S I 0 0 • m � I � ] �?r � +x I A _ 07W - i .Storm Sewer, rit 95 to STR '36 B1 Sloan Sewer, STR 37 to STR 40 Sid SrAIJ. I -10 Verl.; I =O0' Hore. -- .r- w-a•••osd c __ i ,E5 EO_ _A._.._. I s a1 csa.,.w `8.- .1:. �Jj''ir __r.'c[ai cs• __ _ �I{Ntr'.2+'.- -- -- - - - -- LO- 9St—D —Desn Ca WWM C , a p 8( � $ I H. K Underground D tention Fanitty ncfoil 1 of 4 � � a S10 / s . r-, Xo . 1 10 tml. R � �II • � ; i � le � � 1t 1e y � S I 0 0 • m � I � ] �?r � +x I A _ - i .Storm Sewer, rit 95 to STR '36 `51 0, 3CAIE 1 10 Verl. I 3O Hors. a, Pa V �.... °F_. 0.fi ve:, c, .. '.. '. 3• � ,:1 o e \ 4a�, r 1v1, ' I U i p jIT -- -- HO a A ' sy.r I � � - _C• OO � B N%il 2 A S x-i•' i L t T al Section For 95% - - - Storm tiPwer sn ;10 to STR-304 G RaH Du[_I�l!avemcnl - - - - -P gym• _ - - - - F - - - - - - - - 11A1.,ro, J _ - 510 ..CAFE: 1'•ID rvrl 1'-30' nor, S10` xor m 9OAIR - \ Storm Sewer, STR -19 to STR 17A /E `, FzistiTSg Storm Sewer. STR -65 to STR 22A 0n •. S1j �11F r. -.lo v w 1 =�o� iu .._. _ .. _ � S10 % -3uie. - o' rerl. 1'3a u�z _ I csa.,.w `8.- .1:. �Jj''ir __r.'c[ai cs• __ _ �I{Ntr'.2+'.- -- -- - - - -- LO- 9St—D —Desn Ca WWM C , a p 8( � $ I H. K Underground D tention Fanitty ncfoil 1 of 4 � � a S10 / s . r-, Xo . 1 10 tml. R � �II • � ; i � le � � 1t 1e y � S I 0 0 • m � I � ] �?r � _ Dwwpsn A _ - 4, esa-� �aP.st Amrn c3: .r- w-a•••osd c __ I _>_.J 4ti ',I L dergronn t tl Irntion Facility Oetaii 2 of 4 _ 56 d5`_ - 1 y' 2. — a: A r ry om vw 415 v ? vmv 1 1w -- Underground D t-h. I nitity Detail Y 4 v r, 1 Detention F-lit L Delnal 4 0 4 — +f5 D.oD I,00 'H-\ Frilling Storm Sewer, STR 20 to STR ' -5 S10/ SAJ '10'r l 1 W &. I16= 1$ �._ -' X._. 88 Y=Yi �wo �Ma n \ ^ o•:w T'\ Storm Sewer STR 20 to STR- 16 �S10�f w,w.' �'= o vvrt `•2n' xvrA i I �6K -J-\ Storm Sewer. STR -31 to STR 3: Std xu' . IB vvd; f =ao' ours. - Y �46t rM Se3fkleTV -' ' a ✓.wwo +�_:- -- 111 !Q� Storm Sewer STR 45 to Exist STR- 12 •�$1 +AI.E 1'-]D VrK 1,40 Hers csa.,.w -- -- - - - -- LO- 9St—D —Desn Ca WWM 5 a p 8( � $ I I sr � � a z __ e R � �II • � ; i � le � � 1t 1e y � S I 0 0 • m � I � ] �?r � _ Dwwpsn Pq. c•ICaaua __ d. Amrn � - _ 56 - NF" 2. — a: A r ry om vw M'Ir • ? vmv 1 - v T_ _ _ m e s6 v n z v e 0., m _ - - a _ - -�- - - s%:• e a z or•'rt _ 1 o1z rmw v vm "aq, saes rm e ssys- v.w - m amt - " v m - v - vom vm m osv hm -- - - • r rone9.a-,r,n . vn 2 noa ;♦v o m _.1 _ - T un a - m ' aam_ - • • • o vmv o vv6a® Q � - -_ -ouv v , em m J i m m _ se o _ _ r w -- - - m - - t 1 c ?z_- a r sr"'s . 0 w v TV TO-3 na 3F r4 - Y �46t rM Se3fkleTV -' ' a ✓.wwo +�_:- -- 111 !Q� Storm Sewer STR 45 to Exist STR- 12 •�$1 +AI.E 1'-]D VrK 1,40 Hers 11A Paving Section Typical Paving Section \$10 f x0T TD S AIJ l CGVPAC?ED SUXaIAOE ' � rfEJf 11 � 95S COU ACID -H 4 Y:n. , Typwal Paving Section tom(' ment _ & :Dun3psler Pad CS.i6 SlU / NOT TD SCAU FINAL SITE DEVELOPMENT PLAN FOR PHASE I NORTHTOWN CENTER Rio District, Albemarle County, Virginia Sheet No S I O of 14 STORM PROFILES e r - 4o na w +j U IrliOn / /'' AAII � etopment e � 172 SwM1F P�,toy Psw 'r4 i 0 ClwW 979Al2' Vn 2291 Ie] • 43 4.34 979.681 Ig Attachment A e a. 11A Paving Section Typical Paving Section \$10 f x0T TD S AIJ l CGVPAC?ED SUXaIAOE ' � rfEJf 11 � 95S COU ACID -H 4 Y:n. , Typwal Paving Section tom(' ment _ & :Dun3psler Pad CS.i6 SlU / NOT TD SCAU FINAL SITE DEVELOPMENT PLAN FOR PHASE I NORTHTOWN CENTER Rio District, Albemarle County, Virginia Sheet No S I O of 14 STORM PROFILES e r - 4o na w +j U IrliOn / /'' AAII � etopment e � 172 SwM1F P�,toy Psw 'r4 i 0 ClwW 979Al2' Vn 2291 Ie] • 43 4.34 979.681 Ig Attachment A 'L ION[ Ili Y fate p uc, B- rl Yi a o'estep f 9 <Y �9 way t eI t sey. iWIM 1yM 1� 1 a detwmrea he se r wee "u, _1, 1x392 Ny hot Yea ay It aoso, Donlrw and cold resources E� a _ canton rr wlw res rshorl 11 nyws p111 nac,fiphg aN oialite ena requpr. an livr rvra opprawl of -d - of a n soil (IN) 196 5116. ti Fdt as x uzee t axe /7 ` M d I p ys seetlai fn rrNry v -146 W EC 1 II' y. Roth ill M'r o :t ce 4 y fil) VC iD le tie kh.,rol IC 1 k r' -413 f1 t' sh this d hd xk The, 1. lot 0,o ,d - "42 0 9 t. (B M d Da•' - -a ]ol,a1 ,s Atla d ai31'a eit / v a a, Inc 9A1 •eau enrm Iw ?lose z. IXiiC1NAt SFMMCN7 1 1RA 9SESteof 1 r1 RCNOC Z's A' ! ,G ACR055 IME IMDX• Y!/ 1a if U.C. -- - Qom\ UP Detail 5A%Sim x[(YtWD ,0 3 t (YAM) N`x AND/m, tOR IEAI M SANG D.03 C � ASaA C33 nNE. t `o mrshRNN OA- ,MY''0 YU, M , I'Cfl (ARMC 11,1401k sit AND V M(NI AFIL.1 FMAL s1AalrIA11DN. REI Mlki [GAM OH GRANULM fA TH Fit I., 1 a -, .itM1 DI -!0 1q, File, 43e.BU -.. ._.._r —___. _ 05, i ER- EAS(Miv , •Slrucl M s lack 4an I t l ea ov - - - r to v6n. \S� Sri1e t so' Chxfosteavrlk vA 229 X34.9798 2 VI • 5urrece of Rgale , er Vores ;�a1wu,, tr• o' (Y10) ]21 1691 l7 DD^ %BWeJr_Wall; Weir Detail_ ,.( - O.Y II -rY.w� T of e, std }- 0. .11Ckr - �� i <36s I Gha P I fall the I G C f tk t De t Went possible A d d loii , w nsn Fnr,• � ,III ill pep 'd d far in C ly oehf, one ppl.pl prior t om a cemo 1 f n I -i fiO "e CfA' •om1 f f 60 A tMV : s:1'a 1 1-A ^ • t1 Reaa - u'.w\ • e uDav W. ones J Is $ R. 11 nv I• 'he Move ,grwr+nerr requires he apDlicMia Derr s from OEO %AGOG, as well as oerm:svon a easemerte from the property owners at!eet d by ... restoration. The applcant shalt request ^ "" orrmiss on fr n the atfecled Icra uw•n p anae of a q.oang permit for Phase 1 of S Are ]1 __ _ _, vi ,IOM 9d 9end 1 ! 0,'diee �__..._ c1cr. <l ;.60 - -F section A A, Plan F 2 Weir Wall Footer T)et,f'' �� S'R 4`i Outlet Slrudur•e -Sect on_ Detail `I �D r fmrwfne dl�eva ' Data -- I o OD SC .,r j 1 .Stormwater Conveyance Channel Pi St /r scus, I =to v L.. 1 ap xar. 3' \i .//v t It I�r J le oroapd ne, e. Je 6.4 n 3 \ Yreru•h Drain Detail 51 t % Cot W Scek >1 I Yw '� SAM1ITAFY'\ Qfy I[><pRIHANC ER- EAS(Miv D.oa section A A, Profit y-- - - - r to v6n. \S� Sri1e t so' Chxfosteavrlk vA 229 X34.9798 2 VI ixoa.. 1 A I� ;�a1wu,, tr• o' 3 o'a]sr ' �D r fmrwfne dl�eva ' Data -- I o OD SC .,r j 1 .Stormwater Conveyance Channel Pi St /r scus, I =to v L.. 1 ap xar. 3' \i .//v t It I�r J le oroapd ne, e. Je 6.4 n 3 \ Yreru•h Drain Detail 51 t % Cot W Scek >1 I Yw •a STORMWATER CONWYANCE CHARNELS ----_ _- lo r array,, r ,r rla,-: III rL arrant, 5' 1 - L�J 9e" tlon A- A \ �L a 1 Rs. c�... -u... I _ � 5` k t.i Oulst '-,ti_ucture_ilan_Nie�ctail - 1u i, 615 nea D.oa section A A, Profit y-- - - - r to v6n. \S� Sri1e t so' Chxfosteavrlk vA 229 X34.9798 2 VI ixoa.. 1 A I� 434.97968 (9 3 o'a]sr ' ,.( - O.Y M y 00 "+608 fh p.< t i elca t he swim g i y Albe ale Ln ty Engineering onf pro ded to the. ppr o t on Xnua y 4h, 200b A Wy -rY.w� T of e, std os - e to h tl.t '1 H/511 an .h et SIT of the Final Site Plan. The ­I ,q of in, I t I Gha P I fall the I G C f tk t De t Went possible A d d loii F100'�AO.B I ill pep 'd d far in C ly oehf, one ppl.pl prior t om a cemo 1 f n I f f -tp of hl in the event the Ca.nly would like fn modify Inc route, the appIkunt q ees to a_1. os oirea;ea. �.._ . - sb.]B' -H I 'he Move ,grwr+nerr requires he apDlicMia Derr s from OEO %AGOG, as well as oerm:svon a easemerte from the property owners at!eet d by ... restoration. The applcant shalt request ^ "" orrmiss on fr n the atfecled Icra uw•n p anae of a q.oang permit for Phase 1 of S Are `+orthlown. Once permissioo is granted Dy at uf!ec:a property owners the upphcane snail h- the 1 , - -F section A A, Plan •a STORMWATER CONWYANCE CHARNELS ----_ _- lo r array,, r ,r rla,-: III rL arrant, 5' 1 - L�J 9e" tlon A- A \ �L a 1 Rs. c�... -u... I _ � 5` k t.i Oulst '-,ti_ucture_ilan_Nie�ctail - 'N�4 W_oosi�enec Datail_- - _ - Data- -- i, Resources, LLC \sn sr,Le ,• • z' J i's.ss• 11' nop tort s. o restore the anon ^et irom the. property Inc of rMP 45 Chxfosteavrlk vA 229 X34.9798 2 VI poni of 'he first C rrsb-1, Peed on No 4591-01-OA-3 as a compromise s-6.1 hah 434.97968 (9 MS19 •Adequate Chone p the a9le -erl reo d b t een h ppl1u0 t and It .y o'a]sr ' ,.( - O.Y M y 00 "+608 fh p.< t i elca t he swim g i y Albe ale Ln ty Engineering onf pro ded to the. ppr o t on Xnua y 4h, 200b A Wy T of e, std os - e to h tl.t '1 H/511 an .h et SIT of the Final Site Plan. The ­I ,q of in, I t I Gha P I fall the I G C f tk t De t Went possible A d d loii F100'�AO.B I ill pep 'd d far in C ly oehf, one ppl.pl prior t om a cemo 1 f n I -tp of hl in the event the Ca.nly would like fn modify Inc route, the appIkunt q ees to a_1. os oirea;ea. �.._ . - sb.]B' -H I 'he Move ,grwr+nerr requires he apDlicMia Derr s from OEO %AGOG, as well as oerm:svon a easemerte from the property owners at!eet d by ... restoration. The applcant shalt request ^ "" orrmiss on fr n the atfecled Icra uw•n p anae of a q.oang permit for Phase 1 of S Are `+orthlown. Once permissioo is granted Dy at uf!ec:a property owners the upphcane snail h- the -. em5eoa.- -i- 0\yTypu¢t Retaining_ Wait Matt S11 j em , scw: - -/ mole desgned one st,bmrttea fa cpp-.1 by the County. Upon approval of the sl em roal'hg + the uup <an: shat appy for and obtain all necessary DE and ACDC permits. The applicant shot - Is. sub, t a plan for streom diversion while the work -s bong performed far pop,.., by the °a County 4s pa' the ogreemert reared the app' -t w seek perm'ssah from the ff.-t. ana ners f rod that starts at Issuance of a grading permit ana e,lenas for'wo yeors ',fte, the I of Occupancy is granled'a the she, f oermss.r, from .11 rffected n : a . c' thn hot Imr a •hr app can r s0o11 not be requrea to estate h, an,, cnmssar. _s gmmed by ol aFU,ed and cwners, but OED /ALOE will not perm' ',< wa•k. t!•c opaicm,i Cannot, t'-91, rro coact of ;heir car• perform the 'esloralia:. M Typical Cross - section for Offsite Improvements I H ',,Gar Ade a Downstrea]n Channel $77 : MOt' in scAu': - - �- yt Repo /4 PeE a 1 'l C j1 2111 - -Y S �r ' Bip_ Filly_r f Outtel .SlruclurF De.lo;pl_ 11 / ear ro 3cni I: - to F.rym - (1 Neus Is - - �' 9Dm 11nc'ans - _ _ i.,.. sr =damn , -C \- I FINAL SITE DEVELOPMENT PLAN FOR / N Canerete €neryjL0i.:stiDaler �S� Col t° Scek PHASE 1 NORTHTOWN CENTER Rio District, Albemarle County, Virginia S1 I of 14 DETAILS r efoprnent = Resources, LLC 0 3 t- 72 9outn Pumps Prw .''�rw Chxfosteavrlk vA 229 X34.9798 2 VI wc4j 434.97968 (9 Attachment A 3 dltlFnits4f asa I / /m.rc r ! 1 ! - u, 40o T F .55 e f 1 If 1.1 , l it 1, w i i � •,�� \� ♦ -- --------------- ♦ ♦ - r I� • I -� r. I i t ♦ r - :.' �, a k'w w:, m rwiov warAm. •vw ♦ BuMND M _ - -• . _— . a 4 , u .: - y ♦ r: _ Xti. -. �rry( -x v __ ITIUNC D ♦ { ! t l t 1 PHASE II �(J�} hero, s / -. oaA it ♦ nc ico 51 ~ `� - 1 - -_ - I: I 1 s _ i _ r� _ ,�ri • - ♦ I r ♦ 1 �p i Hvialk, D c M. _ - - - - - -9 4T. I Ht /F Cah � ./ �/ / ._ t — '. � 111 y � • - , l B(]ILCING E ' Nn g / -Umlle of PAase I _. . -CM Gra Dsturbance ♦ \ - i x ai ,!. .. .. . 1 A 1 ,.:a� mar, -`ui a" a c r , i HJF f 11 I'r z r -e� _ - - -b � ....., . , "'mot.•. --► ^'x -- FINAL SITE DEVELOPMENT PLAN -- - - - - - PHASE 1 NORTHTOWN CENTEI - , - District, County, Rio Dlstrt Albemarle Cou y •- - V Note: I j All improvements shown for Phase II are conceptual. star i \r, CONCEPTUAL Aa ��Pn�FA:� FULL BUILD SITE PLAT to a w 8a 12D S 12 Of 14 Attachment A NSTaLLATIDN NOTES CMTRAC M —1 FIELD LOCArE NL MbLIC L'TIL !v, ATCE53_ OTHER EASENENTS. NO LdW5C4FE nAlENIAL SHALL W LOC W IN ANY EASEMENT WITHWI EASEMENT .HOLDERS WRITTEN aM'ROYdL. CONTRaCip2 .SHALL FIFLO dOJL51 RAMS 6S NECESSbRY t0 AVOID a1.L CONFL IClS. 2. CbITRACTOR SN41. STAKE ALL TREE dNO 5/IRIB LOC4TIONS -11 IO INSTALLAlItri. DWNER SHAI1 I£YIEW dAT APPHDYE N ITING ALL PLANT LOCATIDxS F1HOR IO INSTALLAT LW. S. LNAST dRCNIT SN4L NOi BC RESPONSIBLE FDR 4NY COFLIC TS RE II_. 1 M'i n4tER145 dND ervv S�iE 4 IN rs e IN THE EVENT q• d PLANT DUANTITY WSYRERNCY BETWEEN THE RAN Af0 THE PLANT SCxEOLLE TK RAN SH4Lt PREVAt NATUMI. SEMN ,' OFF VOO EMIS (FENCE i$ I- INSIM.IF'O . P. EC ION RO O EDGE OF EMISTINL WOODLAND 10 REM41N. TREE PROTECTIMV FENCING SNaLL BF INSTALL 4T THE LIMITS OF DIST FE.11BpyCE FIXt TI✓FE5 TO REMAIN. \ SEE ESS RAN FOP TREE ENOTECTIM OETaII SHRUIIS IN FRpVT OF WALL L IEO IN AIEHLINt EASEMENT OWNER TO REPLACE WITH E— IF FOR ANY REASON DEMOLITION IS NEau1RE0 Rr a',SA. - C41PER HEIGHT HEIGHT C) O 0 0 r EDGE OF EkISTINL WOODLAND TO REMafN M Aw A B10.FIL TER TREE ANO ��}j I 11 # ## SNRUR APNr!uG5 �) f.P I y { � 5 LB i} E CS \ f LARGE 0.QNAM®u r& - l�7J rREFS -"`h as I - a I T: /• a; - bwe I - S-L& 1� Form ¢S,poQ lam' III IU -F'IL iEW TREE ANO f . _ I RL4HIi1NGS E 4H3- r ~ L ' � lERX __ _ ee 15-LN' � � Ales RAIN GARDEN IJ Z -ON � �, ID 1 -Qp OC E 5M KEY SHOWlIll TREE SIZES _ FINAL SiTE DEVELOPMENT PLAN FOR PHASE —I ANHOLD ASSOCIATES, PLC i NOPTHTOWN CENTER LANDSCAPE ARCHITECTURE & PLANNINI Rio District,-AAeuere County, Virginia 831' Bxvs eAp " w -Sl - GRED11`00, vmm FAL (64.) E55 G Sheet No: B�N,N I E PHASE -2 SCHEMATIC Es BIPTY SATE S -13 OF 14 LANDSCAPE PLAN THIS SHEET FOR PHASE-2 SCHEMATIC LANDSCAPE EXHIBIT ONLY. NOT FOR M Attachment A PHASE -I CONSTRUCTION. SEE SHEET S -5 FOR PHASE -I LANDSCAPE PLAN! ' STUB raA n..rltr BrA Tu wW: mre alHUOS <I.o®eT. Du qAX[. Nn "s x 3 Y a a L-1d o. C n A ATTACHMENT B te u r to A r r r\ w r aw r � r r r s r A r r � r r F~+ r O r it p 4 u M a o b V A W ST R QK P ♦ Vin' b b} S )r a � b" b � b r i r G � r O bAS 0 �•b , V ��. A M 1 n O � Z a b r 'loct:w oo q of W r O 5 r 4p o A 0 7 n m G S 1 V b� �r n r A ►� p► b a A 1'011 N W u Ilk ❑ I I❑ I I I ■ ■ i ittttt� =�fttt$ t s g ATTACHMENT C COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4012 October 28, 2005 Tim Miller Rivanna Engineering 1350 Stony Point Road Charlottesville, VA 22911 RE: SP 2004 -024 Northtown Center (Sign #8) and SDP 2004 -045 Northtown Center Tax Map 45, Parcels 110,110A, 111, 111A and 111B Dear Mr. Miller: The Albemarle County Planning Commission, at its meeting on October 18, 2005, unanimously approved SDP 2004 -045 and unanimously recommended approval of SP 2004 -024 to the Board of Supervisors. Additionally, the Commission approved your motion for Modification of Section 4.2.3 to allow activity on critical slopes on SDP 2004 -024. Regarding SP- 2004 -024 (drive through associated with the bank The Commission unanimously recommended approval of SP 2004 -024 to the Board of Supervisors. Please note that this approval is subject to the following conditions: 1. A by -pass lane, 16' minimum width shall be provided. Striping and lane widths must be shown on the final plan. Please be advised that the Albemarle County Board of Supervisors will review this petition and receive public comment at their meeting on November 9, 2005. Any new or additional information regarding your application must be submitted to the Clerk of the Board of Supervisors at least seven days prior to your scheduled hearing date. Regarding request for modification of Section 4.2.3 to allow activity on critical slopes: The critical slopes waiver for Northtown Center was approved based on the finding that the strict application of the requirements of Section 4.2. would not forward the purposes of the chapter that otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy those purposes at least to an equivalent degree, subject to the following conditions: 1. In addition to all other erosion and sediment control measures that may be required by the Water Protection Ordinance, the applicant shall provide erosion and sediment control measures to assure, to the satisfaction of the Program Authority, that it is providing high levels of effectiveness in controlling sediment during construction. These measures shall include, but not be limited to: a. A construction schedule that minimizes the duration of disturbance (e.g., phasing of the erosion and sediment control plan). b. Using high efficiency sediment basins designed to include the use of flocculants. c. Matting exposed slopes as determined appropriate by the Program Authority. d. The contractor shall have a Responsible Land Disturber ( "RLD "), on the site throughout the period during which the site is under construction. The "RLD" shall maintain a daily erosion and sediment control inspection log demonstrating that erosion and sediment control measures are being closely monitored and deficiencies are being quickly repaired. The "RLD" shall assure that all control measures are being maintained in optimal condition. The log shall be made available for inspection by the Program Authority at any time during regular business hours. e. If determined to be necessary by the Program Authority, the surety required by Albemarle County Code Section 17 -207 shall include an amount determined by the Program Authority to be reasonably necessary to take corrective action to repair or restore downstream properties damaged during construction by runoff or sediment. 2. In addition to all other storm water management requirements that may be required by the Water Protection Ordinance: 3. The stormwater management plan shall include additional measures determined by the Program Authority to be necessary in order to capture, to the maximum extent practical, the runoff from the site, both during and after construction. 4. The stormwater management plan shall include measures to prevent, to the fullest extent possible, damaging conditions to downstream properties and receiving waterways from occurring as a result of the development of the site, both during and after construction. 5. In order to allow the Program Authority to develop appropriate measures to satisfy paragraphs (a) and (b) of this condition, the applicant shall submit data demonstrating the peak flow of runoff from the site and the peak flow of runoff coming onto the site. [Albemarle County Codes Sections 17 -31, '17- 314(D)] 6. In the plan during construction the sequence of the storm water management addresses the switching over of the stream flow, if any; 7. In conjunction with the final site plan, sufficient landscaping and screening shall be provided to screen adjacent residential properties from areas of disturbed critical slopes; and 8. All of the other conditions recommended by staff. Reizarding SDP - 2004 -045: The Commission, by a 5:1 vote, approved SDP - 2004 -045 with the following conditions recommended in the staff report; based on the other actions just taken and an additional condition that the final site plan come back for Planning Commission review. The approval of the preliminary site plan is valid for (1) one year in accordance with Zoning Ordinance Section 32.4.3.1. Therefore, the preliminary approval shall expire October 18, 2005. If the preliminary site plan approval expires, a new application must be filed and processed. 10 Please address all of the requirements and conditions listed below and submit eight (8) tentative plan copies to the Community Development Department. This letter must be submitted with the tentative plans, as a checklist, to document that you have addressed all requirements or conditions, or the tentative plan will be denied. The Erosion and Sediment Control Plan and the BMP Stormwater Management Plan, with the associated applications and fees, may also be submitted with the eight (8) tentative Plans. Failure to do so will result in a separate application to be filed with the County at a later date. After the initial tentative plan submittal, each department/agency will contact you to discuss any remaining conditions. After all aforementioned department/agencies have granted a tentative approval, you may submit the final mylars (2 sets), one blueprint copy, final site plan application, final site plan fee, and a copy of all written tentative approvals to the Community Development Department for signature. The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6), in addition to the following conditions. The Planning Department shall not accept submittal of the final site plan for signature until tentative approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions are met: 8. Architectural Review Board issuance of a Certificate of Appropriateness. 9. Virginia Department of Transportation approval of entrance design, signal improvements, frontage and turn lane improvements as well as any associated road plans and drainage plans. 10. Albemarle County Service Authority approval including approval of the design of the relocated sanitary sewer meeting ACSA standards with no portion located within storm water management facilities. 11. Current Development Division approval of: a. Minimum sight distances within parking areas /travelways. b. Design/location of curbed islands in the parking lot. c. Stormwater BMP plans and calculations. d. Stream Valley design which is acceptable to the Architectural Review Board. Based on the plan reviewed by the Architectural Review Board at its meeting on October 3, 2005 and included as Attachment A marked WDF, 10/09/2005. e. Approval of revised parking calculations to account for any parking lost by condition d, to include if necessary, a reduction in building space. f. Retaining wall designs for any walls of 4 feet or greater. g. Landscape plan, to include a conservation plan for all trees proposed to remain. h. Lighting plan. i. Subdivision plat combining the parcels into a single parcel or realignment of existing parcel boundaries to result in lots meeting minimum requirements for building construction. j. Necessary access, utility easements. k. The 18' retaining wall on the northern side of the site cannot disturb the undisturbed buffer for a footing or reinforcing grid. The plan must be revised as necessary, or provide computations, details and construction methods to avoid disturbance of the buffer. 1. Grading to the edge of the undisturbed wooded buffer on the sides of the site will likely cut tree root systems, damaging and eventually killing trees. On final plans, the grading should be moved back, or specific trees surveyed and marked on plans to ensure survivability of trees within the undisturbed buffer. 12. Fire Marshall approval. 13. Building Official approval. 7. The final site plan shall be subject to Planning Commission review. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296 -5832. 11 Sincerely, William D. Fritz, AICP Chief of Current Development WDF /aer Cc: First Gold Leaf Land Trust, M Clifton McClure Etal Trustees P O Box 1333 Charlottesville, VA 22902 Ella Carey Amelia McCulley Jack Kelsey Steve Allshouse I -� iC COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 March 26, 2007 Janet Miller DDR 172 S. Pantops Drive Charlottesville, VA 22911 ATTACHMENT D Fax (434) 972 -4012 RE: ARB- 2007 -10: Northtown Center (Phase 1): Preliminary Review of an Amendment to a Site Development Plan Tax (Map 45, Parcels 110, 110A, 111, 111A and 111B) Dear Ms. Miller: The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on Monday, March 5, 2007. The Board by a vote of 3:1 approved the Certificate of Appropriateness for ARB- 2007 -010, Northtown Center (Phase 1), pending staff administrative approval of the following conditions: 1. Indicate on the site plan that the bridge facing material will be "cobble stone pattern" as approved with the last submittal. Clarify the plan to show how the bridge face, the box culvert and the proposed grading work together. The bridge wall shall be extended so that no guard rails are visible on either side. 2. Shift the LN and the ZS out of the waterline easement located north of Building B. 3. Include the limits of clearing and grading and the tree protection fencing notes on the grading plan and the E &S plan. Revise the plan to show a tree line to remain that is coordinated with the limits of clearing and grading in the vicinity of the central storm water facility. Provide an E &S plan for review. 4. Include the approved sign criteria on the architectural drawings. Choose specific shades of red, green and white for the face colors and submit the color names, numbers and samples for review. Also submit the information for the raceway color and revise the criteria on the drawings to indicate that trim caps and returns will be bronze. 5. Provide for review a detail of the wood fence intended for above the retaining walls. Include the detail in the site plan. 6. Recalculate the photometric plan using a maintenance factor of 1.0. Indicate in the luminaire schedule that the fixtures and poles are proposed with a dark bronze finish. 7. All approvals apply only to phase 1. Other phases may be submitted for review at a later date. 8. The elevation of building H shall be revised to show consideration of the proportions of the white cornice line as it relates to the red brick remainder of the building. This change can be reviewed by staff. 13 Please provide: 1. Two full sets of revised drawings addressing each of these conditions. Include updated ARB revision dates on each drawing. 2. A memo including detailed responses indicating how each condition has been satisfied. If changes other than those requested have been made, identify those changes in the memo also. Highlighting the changes in the drawing with "clouding" or by other means will facilitate review and approval. 3. The attached "Revised Application Submittal" form. This form must be returned with your revisions to ensure proper tracking and distribution. When staffs review of this information indicates that all conditions of approval have been met, a Certificate of Appropriateness may be issued. If you have any questions, please do not hesitate to contact me. Sincerely, Margaret Maliszewski Design Planner Planning Division MMM/aer Cc: United Land Corp PO Box 5548, Charlottesville, VA 22905 First Gold Leaf Land Trust, M Clifton Mcclure Etal Trustees P O Box 1333, Charlottesville, VA 22902 NBJ Architecture (Neil Bhatt) 11537B Nuckols Rd, Glen Allen, VA 23059 File 14