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SUB202200020 Plan - Revision 2022-10-21
ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. All materials and construction must be tested and documented according to VDOT standards and specifications. 2. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 3. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT (for public roads) or the County Engineer (for private roads), or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 4. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(D) 5. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 6. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 9. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 11. VDOT standard CD-1 or CD-2 cross -drains are to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 12. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to mininmm standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize an hazard to persons, physical damage to adjacent land and PP . Y P �P Y g J improvements, and damage to an public street because o slides sinking, or collapse. P . g Y P . g, aP 16. The developer shall reserve the right to install maintain remove or convert to permanent Pe stormwater management facilities where applicable all erosion control measures required g PP 4 by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204GJ 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced (Water Protection Ordinance section 17- 207B) General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. 1111111 IA\M Now= SITE DATA DEVELOPER/APPLICANT ENGINEER SOURCE OF TOPOGRAPHY MAGISTERIAL DISTRICT ZONING DISTRICT TAX MAPS/PARCELS r *i7.fl.0 SECTION 2 ROAD PLANS GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVID MITCHELL, E.I.T. PHONE: (434) 296-4109 FAX: (434) 963-2670 E-MAIL: david®southern-classic.corn TOWNES SITE ENGINEERING C/O BRIAN C. MITCHELL, P.E. 1 PARK WEST CIR, SUITE 108 CHESTERFIELD, VA 23114 PHONE: (804) 748-9011 FAX: (804) 748-2590 E-MAIL: BMITCHELLOCCTOWNES.COM BOUNDARY & TOPOGRAPHY SURVEY PERFORMED BY LOUISA AERIAL SURVEYS DATED 01/05/2012 HORIZONTAL DATUM: NAD83 RIVANNA PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) 03200-00-00-023EO (PART OF) 03200-00-00-023AO 03200-00-00-023BO 03200-00-00-029CO 03200-00-00-023DO 03200-00-00-029FO 03200-00-00-023GO 03200-00-00-029HO ZMA-2000-00009 ZMA-2013-00007 ARB APPROVAL # NOT APPLICABLE PROJECT AREA ACREAGE 67.44 AC RESERVOIR WATERSHED NORTH FORK RIVANNA - JACOBS RUN FEMA MAP 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X' UTILITIES CONTACT INFO: RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) CHARLOTTESVILLE CITY GAS STEVE COATES DISTRIBUTION DESIGNER 13252 CEDAR RUN CHURCH ROAD CULPEPER, VA. 22701 PHONE: (540) 727-2116 PHILIP GARBER CHIEF GAS ENGINEER 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 PHONE: (434) 970-3811 RiT anna Water & Sewer Authority (RWSA) General Water & Sanptary Sewer Notes Last Revised: February 2011 1. All materials and methods of constueton shall comply -with rite latest version of die General Water and Sewer Construction Specifications as adopted by die Albemarle County Sci ice Audiority on January 15, 1998, except as modified below or niorhfied in Special Notes. 2. RWSA shall approve all construction materials and methods of construction. A precoustnrction conference shall be held with RWSA prior to die start of anywork. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to tire start of construction. 5. All work is subject to inspection by RWSA staff. No tic -ins to the existing systenn shall be made without coordination with and to presence of RWSA staff. No work shall he conducted on RWSA facilities on weekends or holidays without special written perutission font RWSA. 6. For sanitary sewer line construction: RWSA may require bypass puunping for fie -ins to the existing s stem. All doghouse manholes must be pressure -tested before a connection is made to i$ Y g Y die .system. The location of existing utilities as shown on die plans is frmu 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 inmiediately uofifi, the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures fiont damage at all tines, whetter shown on die plans or not. Damage to any existing utilities sholl be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and serhnient control facilities shall not be permitted in the RWSA casement without special written permission fiom RWSA. No grading shall be peritted in the RWSA casemeut tuiless permitted otherwise byRWSA un writing. 9. No blasting shall be peruritted within 100 feet ofRWSA facilities without written percussion and RWSA approval of the blasting plan. Ground monitoring dining blasting and a pre -blast smvey ma be re uired. For blasting within 100 feet of anoperative RWSA sewerluhcs bypass ptmnping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that die proposed blasting will not damage any RWSA facilities. Damage to any utilities dire to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe uiininumh separation requirements for utility crossings. When a crossing is made ruder an existing facility, adequate structural support shall be prodded for die existing pipe. Tlhe area of the crossing shall be baekfilled with compacted 57 stone to die spriugl ne of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water sau pl is approved prior to making any permanent connection to die public water system. Approved methods of filling and flushing new water nmins will be required to prevent am, contaniinatior of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in rite RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. Trees are not permitted in the RWSA easenreut. APPLICANTS NAME: GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT: SP-2002-72 ZONING: ZMA-2000-00009, ZMA-2013-00007 ARB: N/A ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN ACCEPTABLE OPTION. IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE DAMAGE OR DISTURBANCE. IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800. i;. r %ice„_' Q VAR10C806 r TOTAL LAND OF DEVELOPMENT = 268 AC (n to wW (nW F UQ OO \ z NOT TO SCALE AIRPORT PG�� ® PREVIOUS DISTURBED AREA = 68.78 AC WPO 201500073 WPO 201500078 WPO #** Im PROPOSED DISTURBED AREA = 67.44 AC (WPO#***) TOTAL DISTURBED AREA = 136.22 AC LEGEND FIRE FLOW: REQUIRED FIRE FLOW FOR SINGLE FAMILY RESIDENTIAL IS 1000 GPM PROVIDED FIRE FLOW IS 1000 GPM (AVAILABLE AT ALL FIRE HYDRANTS) ALL HOUSES WILL REQUIRE SPLASH BLOCKS FOR DOWNSPOUTS ALL SLOPES STEEPER THAT 3:1 WILL REQUIRE A LOW -MAINTENANCE GROUND COVER SLOPES ACROSS CG-12 SHALL BE A MINIMUM 0.50 % Know what's below. Call before you dig. MISS UTILITY DESIGN TICKET #**** & #**** CONTRACTOR SHALL CALL MISS UTILITY AT 811 PRIOR TO THE START OF CONSTRUCTION SECTION 2 IS PART OF THE OVERALL NORTH POINTE DEVELOPMENT WHICH OBTAINED A 2009 VSMP GENERAL PERMIT AND REISSUANCE OF A 2014 VSMP GENERAL PERMIT. AS SUCH THIS PLAN HAS BEEN DESIGNED USING PART IIC TECHNICAL CRITERIA OF THE VSMP REGULATIONS. IN ADDITION, FUTURE SECTIONS OF THE NORTH POINTE DEVELOPMENT SHALL BE DESIGNED UTILIZING THE PART IIC TECHNICAL CRITERIA OF THE VSMP REGULATIONS AS LONG AS VSMP PERMIT (VAR10C806) REMAINS IN EFFECT, WHICH IF REISSUANCE IS PERFORMED INCLUDES UP TO TWO 5 YEAR PERMIT CYCLES AND AS PER THE EMAIL CONFIRMATION FROM JOHN ANDERSON/ALBEMARLE COUNTY ECONOMIC DEVELOPMENT DATED NOVEMBER 12, 2015. ROAD AND DRAINAGE SEWER EROSION CONTROL 1 EROSION CONTROL DEVICES AS PER VIRGINIA -----�- EXISTING SANITARY SEWER EROSION AND SEDIMENT CONTROL HANDBOOK CULVERT OR STORM SEWER (WITH STRUCTURE NO.)PROPOSED SANITARY SEWER STD. & SPEC. EXISTING CULVERT OR STORM SEWER PIPE T TM SANITARY SEWER SERVICE 302 CONSTRUCTION ENTRANCE //�� CONNECTIONS e �i+v DROP INLET & STRUCTURE NO. 120400,00 MANHOLE NO. W/ STATION OR SF " SILT FENCE 150500.00 COORDINATE LOCATION 3A5 O PROPOSED MANHOLE IP INLET PROTECTION WATER 3.07 ' EXISTING MANHOLE - - - - - - - - - EXISTING WATERLINE 3.09 DD -�-�- TEMPORARY DIVERSION DIKE PAVED DITCH PROPOSED WATERLINE TEMPORARY SEDIMENT TRAP T T PROPOSED WATERLINE 3.13 JUTE MESH OR SODDED DITCH SERVICE CONNECTION GATE VALVE ROCK CHECK DAM EARTH DITCH -GRASS LINED FIRE HYDRANT ASSEMBLY 0C:: 0 LIMITS OF CONSTRUCTION - - -100- - EXISTING CONTOUR 100 PROPOSED CONTOUR TEE OR TAPPING SLEEVE TS TEMPORARY SEEDING - 3.31 x 100.00 EXISTING SPOT ELEVATIONS CROSS PS PERMANENT SEEDING 3.32 ♦ tom PROPOSED SPOT ELEVATIONS BLIND CAP (T/C - TOP OF CURB) MU MULCHING i¢wh BENCH MARK & REFERENCE NO, t REDUCER 3.35 DL DUST CONTROL to VDOT STANDARD STOP SIGN � BORE CROSSING 3.39 � O �- &CIARK ORt SITE I 0 CID Q ` O i..t %) co O �;Nem" W 0 �" Q t C W w Z -t tzo p O .4 c Rat � Z �/ � •--1 N � 0 .2 1 N w W �" PRpt•}jT RnAn LOCATION MAP: 1 "=2,000' LW b0 ^ ALBEMARLE COUNTY DEPARTMENT APPROVAL:Go N o APPROVALS DATE Q�yi O N ty L U DEPARTMENT OF COMMUNITY DEVELOPMENT c PLANNING/ZONING 04 0 ENGINEER v rn m INSPECTION ARE O 2 m a DEPARTMENT OF FIRE & RESCUE U ZD m ALBEMARLE COUNTY SERVICE AUTHORITY Y �_ � 3 VIRGINIA DEPARTMENT OF TRANSPORTATION Q HEALTH DEPARTMENT E INDEX TO SHEETS EET # LATEST REVISION DATE CONTENTS OF SHEET C-1 09/26/2022 COVER SHEET C-1A SPECIAL USE PERMIT AND ZMA PROFFERS C-1B MODIFIED APPLICATION PLAN C-2 09/26/2022 EXISTING CONDITIONS & DEMOLITION PLAN C-2A 09/26/2022 OVERALL PLAN MAP KEY C-3 09/26/2022 SITE PLAN AND UTILITY LAYOUT C-3A 09/26/2022 SITE PLAN AND UTILITY LAYOUT C-38 09/26/2022 SITE PLAN AND UTILITY LAYOUT C-3C 09/26/2022 SITE PLAN AND UTILITY LAYOUT C-4 09/26/2022 GRADING PLAN C-4A 09/26/2022 GRADING PLAN C-48 09/26/2022 GRADING PLAN C-4C 09/26/2022 GRADING PLAN C-4D 09/26/2022 DRAINAGE STRUCTURE SUMMARY C-5 09/26/2022 BORE HOLES LOCATION MAP C-6 09/26/2022 BIO-RETENTION FILTERS C-7 09/26/2022 ROAD AND DRAINAGE PROFILES C-7A 09/26/2022 ROAD AND DRAINAGE PROFILES C-7B 09/26/2022 ROAD AND DRAINAGE PROFILES C-7C 09/26/2022 ROAD AND DRAINAGE PROFILES C-7D 09/26/2022 ROAD AND DRAINAGE PROFILES C-7E 09/26/2022 ROAD AND DRAINAGE PROFILES C-7F 09/26/2022 ROAD AND DRAINAGE PROFILES C-7G 09/26/2022 DRAINAGE PROFILES C- 7H O9 26 2022 DRAINAGE PROFILES C-71 09/26/2022 DRAINAGE PROFILES C-7J 09/26/2022 DRAINAGE PROFILES C-7K 09/26/2022 SANITARY SEWER PROFILES C-7L 09/26/2022 SANITARY SEWER PROFILES C-7M 09/26/2022 SANITARY SEWER PROFILES C-7N 09/26/2022 LINE OF SIGHT PROFILES C-70 09/26/2022 LINE OF SIGHT PROFILES C-8 09/26/2022 HYDRAULICS C-9 09/26/2022 DETAILS C-9A 09/26/2022 DETAILS C-98 09/26/2022 DETAILS C-10 09/26/2022 STREET TREES AND LIGHTING PLAN BRIAN C. MIKCHELI Lic, No. 035724 ,* 0912612022 c C Q) 1 - j 3 rt c r q� � 3 G Est W i r^ q c � o N V c Q) ~ c r c Oc 6_4 c C T C W � Q REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS TE 01-24-2022 scALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / LEN CHECKED BY PRO.T.;¢' 20140065 SHEET # C - 1 H it COUN OF A�E��E UNITS - randadvel ...... readdindanded, 401 Mal I Fassid, Noun me �W42015 e.�. nine .Slsw.� or EAT ��.ilkVA22�2 rondequidden, dereed rare creval Per Snad el chl is siddente, 303 Sel anxing d-dF Zdathe Ord - e AT I M Id, 03 Vid M0002NO and 03200000002 3W in the Th � aded [)I derier The Sbcl U. �., . a ...... d is Ph. nsird C rot ... dhed CFd Plets A Ad All that the Airldroarld C-I Bal ofwaareild- talk soil, 11 Use P $ F.Per leadde Tral I ll F- dead, hl val ,fit n Pralfiellble PPI ad Andal I- be,. MCI. TITiS caradialle-ith SFECLAL USE P�IT-, APPIS .. I l dh . SITE PLAN; and Read Addridd, pl� ondeaut Khruddia 9 (434) 2�SM2 m 3226. 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PdP SP Ciewits, al Shall MM� by TnA- Shel Regional Isdish a maim dow ol M,2D]S,�2a3 real F� adiddird rwNM1n eleffithe cl��e � an apprould wilseedidethe rientervand 3. ob�hmg �l al Mal W wdwd dMwdI panda Sm No�� FS: ardereaden 60 � advidded ad b�� Ned by the Cout �ip Phindradar aden me eadistar I line and Paradded area, The Set will �BK ad Me�c]� and ill, FF Itivaide regindor p�ug if mx� �b PlEanal SM � add �o� V-�., and p�. MA 1PwSC desed an I lieseve told pi-ft fiviefirl 4. dmVd�it,dalibosho�m��p��m�bj�w��app���C�V,s Dditin Phadide, 15 IT CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) UOMMUNITY INFORMATION (CONFUSILIPID) ''IF I'll I I I illit I'll KI ........ . I .... ... I ..... IIIt, I till 11 I l FI .... Ad I ...... it I'd I All, 1111 1, pill 1,11 at Ill IFiI L In U,lIIrl I Fit t IIll I FIF I . ........ ...... 11, 1 11 AIll 1.11, M ... F.... .1, Fill "'I'd I'd IIJI-11 Ild holl FF,. Ill diled, ...... A .... A � IAIAli.... . It .. .... IIFI Is Id 111III.. ..... I a Fedoral Eirl gldrii anagement AgEnci 11 PIT CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION (CONTINUED) Ill I IUFUFL Pitt 1) I'd Illil UPS I I I PlInd .... ..... ... ... T. .... ..... I ... .... Tel A 111, AAr., ,,, ... IF IdII I I I, ,,, ,I FF . I ......... . ....... I ....... .... . ..... .... IF . .......... IIIII ......... I . ..... I PiIFI ........ ...... . ........ Fit F a.. .. -- ajdad, Federal Emirgencv Management Agency D( 111171 SM ui CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION CONTINUI 1 (1-11 Fit Irl I . .... 1 .... I. . .... .. ..... i ..... P A AMENDED AND RESTATED PROFFER STA17EMENT NORTH POINTE CHARLOTTFSVULE, LUC ORIGINAL REZONING APPLICATION: #ZMA-20M�009, SP -2002-72 ZMA 2013-00007 North Pointe Prff� AMndmmt Tax Map 32 faturcells: 20,20A, 201 20AL2,20,13,291,23M 23A, 23B, 23C, 23D, 23F 23F, 2312314, and 23J. Approximately 229 &am mned Planned Deadeloperaderm - Mixed Commercial w`PDMCl August 5, 2013 With mpwt to the property described in �ing application #ZMA-2000-09 and SP-2002-72 (the -06&hW ZMAP CWH Properties Limited Pailmsbip is the fee simple owner it North Pointe Chulonoville, LLC is the mimed purdaw of Tax Map 32, Pamc1s 20,20A, 20,43, 2DA2, 20A3 and 291 (the "Naah Pointe Ppeadyll oil Viold Hill Associates, L.L.C. is the fer, simple u� PreTax Map 32, Paws 23,23A. 23B, 23C, 2312311, 23F, 230, 23H and 231 (the "Violet Hill Property"). The rcsp�ile parties we calleadvP rcfmed berain a the "Owner", which time shall include my su=swn in interest The North Pointe Property, and the Violet HUI Properry me refund to collectivity are the "Property", all of which is the obj� of sioning Map �dmmt application number ZMA 2013-DO007 known al the "ZMA Pw"mt to Swion 33.3 of the Albemarle Cmmty Zoning Ddi�w, Owed hereby voluntary proffers the �ditims Brad in this Amerdad and F�mted Praffilar Statmm, which shall be applied To the North Pointe Properry if the ZMA Ammdmmt is dappareadvind It Albandeft County. nm crinditims � profflared as Poor of the ZMA Amcnftmt and it is agreed them (1) the ZMA Amenalment itwifgi� rise to the need for the conditions, uW (2) such mnditinshaEea mnablerelation to therrograrling requested 'Me Origurral ZMA, together with its wandiducil preffors dated July 20, Sold (the llograll pluffer Swi�nt'), � appmvcd by the Albemarle County Board of Supearivistords on August 2. 2006, and else included Tax Map 32, Parcel 22K (which parcel 22K war at the time compsiond aftedded adepuldraft, parcel, 2211 and 22K, which haw since ban mmbined into a single partial 22K) which is owned by NciHbbwhmid Propefift, - NP, LIC (the "Neighborhood Invegmew Property"). The changes Targeted in this ZMA Anneradevent shall net apply to the Neighborhood Investment Property. In all other respecal this ZMA Armaidenam amends and renates; said proffin in ther entiticity, and the Ammded and Restated Profflar Settlement shall mime to the multi -pap application plan emithad "North Points Commmi(y�, prepared by )Lemmy & Co., Archilecial, his newituad through Joan 13. 2006 and attached hercin a Exhibit A (the "Application PW'), and the Albemarle County Code in efloci as of the date of the Original PMfileY SW� (the'4CDMty Col far North Pointe Commodity shall be referned to as the 1. THIS SECIPION INTENTIONALLY DEIrMD 11. ENTRANCE CORRIDOR 2.1 Coal Of a mr-Food Buffer lime Ell, EUVROce Corridor Within six (6) months SEES, the a�p�w by the Virginia Depeartment of TrampoMt� (aVDOT") of the Road Irnp�=wt as defaxd in Section 5.3 that are along the northbound Ian= call"U.S. Rome 29, Otioner shall plant oil thereafter maintain as all dual A landscaped buffer, including bedgeraves, along the E�w Corridor Iomega pumh owned by Owner. The buffer will �il of a mizd=m R.Plad waft continuous visual handampas on, that Shall he sul�w to Aflamorle County Architecture] Review Board riddRIP) =law and appmval (the "Buffill T1dcBuffwdday be Imated partly" the Oww'spmpmy and pardy on VDOT property. Intled excia Vil at my lime in the fool reduccis my portion of the Buffar located on VDOT property, the Owner shall compensate far such reducition by Parteral the Buffer an Ownees propmy in orderto maintain a minim= 40.fwt Buffer, even Hand �pmsatim shall require Fiscal ofpakingdj� in such Buffer 2.2 Appearance of Storm Water f-STAM-1 Facifitiess. The SWM fiscillor vidgift from the Entrance Corridor identified on the Application Plan (mornewaster �ngtmmt facilities 1, 2, =it 10) shall be strover can a pin and be subject to ARB revient, and UA figm (grading) approval SWIM I shall be designed such that its shape, pla�% and I transition between die adjacent conservation main and the adjacent bud edge of the puking lot and buildings. The plan for SWM I Shall be submitted to the ARB with the first ARB submission for Building 14 or 19 identified on Sheet B W the Application Plan ("St� B'j my Such building that is proposed to be )ooW where Building 14 is located an Shed B pursuant to the trades of Section 3.2. SWM 2 shall have a more stracturrod appraisal than SWIPI 10 hishic ballorall and shall be designed mob that its shape, pl..0 and Ind farm (grading) transition between flit adjoem conservation wide and the adjacent bud edge of the parking lot and buffingi. The plan fied, SWM 2 shall be submitted 0 the ARE, With Eat flat ARB for my I Buildints, 26 through 3 1. SVIM 10 sharg he designed Ph that its shape, placement, it lead form (gradfirdif are integral with the Await �n�"ation =a. The pin for SWNA 10 Shall be submitted to the ARS at the time mad plans are surbarmed to the County and VDOT for Northwest Passage. Ul. DENSITIES -3. 1 12HILOgUall The total number of dwelling imits within the Project Arml not mixed eight hundred nindy.ft= (893). Subject. to Sectim 3.2, the building footmints and gross roar emits of commercial, office, and Other ones, and the building fwtprinI of howls shall not exceed those set figh in the Land Use trmkd.. Table der Shot A 10 the Application Plan r-SIESS A-1. 3.2 Limited Adistmenh 1. fit. Elements of the Appiltion Plan. The gross Poor am offluebuildings used finar m=cTcial, officel othuntaidel and hotels shown on Sheet A may be a(Pustiod within a range of up in We Funded( (H)PI preividial that the intaximund gross floor far afth category of� shown an Shed A is no mcmded, The finotinfirds off3migig- 6, 14,W36asho"onSh�Ao.nbeinterchnged- NolwilbstmWing the t� ofthis Secl 3.2 to the �my, Building 14 shall not initially ==it 88,500 square fed, provided, bow�. Eat after two years following the issuance of the tuffichaft of o=Mcy fer Building 14, Buildingl4mybtadjwW within strairgool bit= percent (10I and if Building liths B, my such expmior. shall be located to the Post so that located in the l�im shown an Sheet the additional xpP is lsed along North Pointe Boulevard. Notwithstanding the terms of this Swim 1.2 in the ander", bet subjw 10 Use Provisions Of Section a 1- &a County my =tho�zeSWidig2iwsho"onShmAmbeadiw�dby�dmtmP�t(10'/-)- IV. STORMWATER MANAGEMENT AND STREAM BED CONSERVATION 4.1 Flood Plain. The Md1U Of the 100�ywx flood plain within the Picirdit shall remain mdismrbod except for mad �ings, Public utility facilities and their crossfings, mid peclearrien such excirtificents wit Final by County dwJudnmd and and bidding trals, =it only to the cadman the regulation& Upon the rcq� of the county, Owner shall provide a survey and Prepare do�tatim it dedicate the land within such flood phain to the County 4.2 mOtemml Jam- 110 si=wgwlbw mwggmnmt PmDt'� Sell be prepared, MW &II stom"wr management facilities for list (MRIP Plan Project Shall be designed and �m�ted, to ��odate all cannot s�water didecloarge form Tax Map Parcel 0310,10-02-110-004010 (Northwest Mobile Home Park Development) and from the existing deveIOpmm� on the northent and noddraxest c=m offtOffit Read and U.S.Rom 29, sprodifically the following panels shown on the current Albmwic County tax inspen mm8P 32, pmds 38. 38A, 39, &ad 39A; in map 32A, p"ls 2-1, 2-1 A, 2-JAI, 2-1 BY 2-1 C and 2-1 D. silly and quantity pages, facilities slid firdidgere the stomw� Is Th. a�wWr �l both within the Project and firtir such misting Offill inlikedeft, for the g�watu gm=W i conditions as described hado, a though the wtim Proddrisal condition Ofthe des redge �'s eing developed to the existing off -site wodidons and the an undeveloped evermed site and is IF pospossed ade-dift candifiam. In addition, bicifiltmet shall comprise a minimum ofthiftY-tlww and ona-fland percent (33 111 of the lots[ required parking lot landscaped areas within the "Cmmercial Am," ofthe Poll as such C=.emini Aren is deli=W all shed G or the Application Plan ("Sh� 0"). 4.3 Erosion And Sediment Central (a) The o� shall, to the "Prididaround, � praclicable", parevidis such ion and sedimmi wintral measures that -mad State and Local additional apmpride am, minimum standards. if [has is a disagreement mgwding wlmflwF the standard Of "mminlum it Recreation will be "Idial practicable" is smisfi the Virginia Department Of Cm,�tiOn an provided r, opporamity [(I reaudwand advise an such Fater. 'rho Owner wall, W the Ill ISOM-CM In St�waw MML=Mt qtDMmta ISsfid that mrst didesigrund to -�tmdiD� published by the Center Eat maxumimt profitable, Provide post ge ...I EdFdmftm1 ��.1 .1. of adhideve an evers TIL -Pmlwti (20OD rather) Watorthd P�wtion in Article M of The I ad Them will includev but am Oil limited to, biomwtion. bio��ion filters and win mt.Mion losins. period, &a Owner shall notify the County wit Provide the County with a COPY of my 4.4 Stream Buffer slid RestOrstiOD Upon the ��mt of the applicable appagention(s) to the US. Amy Cogs ofE�,gi�n and/a, DEQ for my s� disturbmm. In addttkm, ififticalseary, after Ill looking oresim for mifigatim opperUmifift EvOilsbIc in satisfy the permitting Point the Owner shall contact the County for a list of off -site Opportunities within Albemarle County for such mitigation, and shall look for such mitigation oppratunifides ff-aft. V. TRANSPORTATION 5.1 1.1mal Street co..t.etiou Standards. Public �ts, Which in my event shall include at Last Until Road, North Pointe Boulevard, Norfludidid Drive East and Nortlivecist Pomp, shall be (I) constructed in accord With the glustraddliat Public dmip =as smtiom shown Pard Shed D-1 to the Application Plan ("Shed Dl oil else in arecordarriche with VFDOT design standards punuw to detailed plans agreed to between Owner and VESOI it (f) Iftherataid for public use Kill offered filar wwp�ce Into the surre highway �yst� Train (with a nwim= spacing of fifty (50) Raw), landscaping we sidewalk. as shown an Shed Ell shall be instraled and midaurnamed by the C)ma in a��mu with County or NADOT standards, unless VDISOT or the Cowty agrees in writing to �e this responsibility, 5.2 Thrund, of CoraWegg. for Internal Before lots&= of der-fificafts of �pimey, o� shall complete thin dogment at an intmw saw as showa on Shw D-1 within Use project which Items the building a msidenm for which a mrifificalft Of �P�Y is wil with al join the go.. base and aRbul the final layed, Offilant-Mix asphalt Thefinal 10y. of plw.Tnix asphalt shall be instalcal within me (1) Yew following the issuance of the final cramficate of DwOpmc� for a building or residence served by the afforricid street segmmt. 53 Road imp�emnis. Owner shall design and ail of the ad impro�mts rercrmced in Sections 5.3.1(ak 5.3.1(b) and 5.3 Ito) buldow, Wbi.h ant also ham on Show D.1 to the Application Pin and on Sheet 8 to the Appideration Plan entitled "External ) (collective], the "Road Improvem�"� analwar such Retail Iprovement Plan" (I'Sheard I' Road Impm�mm wo fire wwwwdNI in bonded try others. The variodus, pha� of [be ROW Impmvmems are Aso thown for illustrative purposes on a collateral copy of Sheet B that is attached handle as Exhibit B, Owner shall derflown in public use my retail rigil-cf-way that it now or lfi. owns in fee simple. For purposm NIFF Section 5.3, the use Of the inter "road" as a applies so internal sums shall also have, the Same meaning as the Word in the Albcmwic County Subdivision Ordina� (Chapter 14 of the Alb�fle County Code) where ripplicable, 5.3.1 Design and Pl All Read improvements a].[] be designed and phased a follows: Design. The Road Imp.mvmmlts Shall be shown an detailed road plans setisfying Owner for review and, when VDUT design standards which shall be submitted by the satiefienary, approved by VDOT and the County (except for the Road Imp�tg to U.S. Rome 29, which shall be subject only ded VDOT appirovd) fludegrisfur, The "App�vd Road Plairsel The Approved Road Plains shall show the wridth add leogth (except a spaccified in Sections 5.11(1 and (F) and Secifice, 5.3.1(bl handful type of Swim, and g..Ctrim of all too I V it Thdard AllortheRoad der Impm�ots shah blZ;d th7h A`;:,P�d R d'Plm& The Read [mpmv�ft re, U.S. Route 29 start be band on the th� VDPOT design speed =it clesswiflope, mquiT=mu. Nowitlestanding the previsions of this paragraph in the wntmfY, in the event deal the Income] radderitial Shall credits, as slmI on Shoe D-1 mrs, not accepted by VDOT, the Owner shall submit demiled mad construction plane for Rich stirdis to the COUAtY for review and, when sKisf=Dry, sppmval, Subject added to the CD=IY's approval OfPrivAm s� under the Subdivision Ordiamee (Ch. 14 ofthe Albemarle County Coda), Phaoing. The Road Irnpm�� shall be =mnwftd and completed in ill= phone as set fiderb, below (a) Phase I Read 1. Prior to approval of the film commercial subdivisiont orguiplanwithin thriPritel O�ushall obtain all mwciated pmmft Said post all modwed bonds required for the con$UUW= Of the following (mlimtivelY, the "Phere I Read (1) SoUtb�osi Ep� On Ill Rome 20 Ill U.S. Rom 29 Souffibowd - �tim of the vertical mma�indwroadwayjanurthofthe�m (if) U.S. Route 29 Southbound �"Otim of a wn��s 12 fidarn wide through lane (with shoulderes or gaud ail as required by VDI starting at a point mig outh in Airprodril Road. the is IOOOfWnO&hOfftM.1h�DSt �mmd carried (iij) US. Route 29 Southbound - commuction Of dual left win lanes with taper at the ma� flil U.S. Route 29 Somblumnal - wn&uctim offighl turn lane with taper to � WrLhe.m �m to SIR 1515. (e) U.S.Ro�29Nonhbmnd �dionufawntinuom 12 foot wide theral lane (with Shanghai in greard rail as may be rqwmd by VDOPT) extending fr= Proffit Mull Road (Rome 649) to the Northwest Passage M�". (vi) U.S. Rome 29 Northbound - �9�dim of a right hand turn lane at the Stluth�st entranced the pornmics, of whiub will be subject to VDOT approval. (III U.S. Route 29 NoithbowW with taper into SIR 15 15. (Nifill SR 1515 Eastbound - academician suddlor regriping to pmvw. Ian turn lane with toper. 04 fulfillment of a traffic signal with 8 phase thaing, viden didemort and associated iM�im impmvmw al the in�ecfion with U.S. Route 29. (a) Close "rating museum all U.S. Route 29 and Southernmost Entam to SR 1515. all PmposW Entrance Road between North Palms Boulevard and U.S. Rome 29. (2) N�% Pointe BEEllevard, l�ke Road and Proffit Road (I) Luke Road and North Pointe Boulevard, In acmdmw with the design mu-s�i" shown on SIdNm D-1, from Proffit Road to either Northside Drive Eadcar, if Nord�ide Drive Eat has mal yet bass command he %a ratudidebout at North Pointe Boulevard, North Pchaft Boulevard shall be extended in N�hweg Passage. The Ownw shall provide a fifty (50) foot publicight-iff-day along Lanka Road and shall �a a two-Ime public slow to be accepted by VDOT and as Touch of fire other unpmvmcnts shown on the ��ecfiom a possible within the available diddlef-way as �m�ably dobnined by the County Endgmew. (U) Th. roundabout al wait Other i,.pm,.� de may be win approved by VDOT and die County, in the inta=tion of Usage Road and Pruffit Road sho on Sheet D and an additional enciadmanid fight turn Imas an Prififit Road from Leake Road to U.S. Route 29 0 shown on Shed I, In addition. for property acquisition that is required fer the off - sift public right-ifferay, for c�cion of the impmv�s required by this Section 5.3. 1 (a)(2)(iiii), the Owner shall make a cash mntriW!on or provide a lo� of hadit I. a to= applaved by the County Attorney for such purpose in the amount m declined Tecmwy for the property acquisition by the County Attorney, provided that such amount shall not =*=it one hundred fifly parent (150%) of the County's fair market wine apprairal prepared for acquisition and wndmmfion purpose. The crals mmribu6m or Inner of credit d�mbed in this Stodidan 5.3.1al Shall be used to pay foT the total conal ofthe fight fifinday acquisition. Thetrustralchist offlic tight ofway acquiSilim. For der off-Puft property �UrY to �a the imPrOvcmmts required by this Section 53.1(al SM] include the mimed mine madichined with acquiring land, buildings, streacturvin F.�s and other authorized interests by d..ti. Or by purchase including, but not limited to, land acquisition, adegiandering, mnbyin& wild mmnable attorneys fact, The mA contribution or the letur of credit shall be provided by for, O�u within Entry (30) days upm requident by the Coal tribe property is requited by Purchase, the coradbuslan for the purchase prim shall wl mued we hundred fifly p�i (150%) of the County's Wit market value apprairal prepared for mod�tim purposes Mthout the conswit of thoodeval tribe � offla, right alway acquisition exceeds Cie amount Previously MnMbuted, ill. the Owed shall mimburvas the County all men excess =is within fithirty, (30) days upon request by the County. The County shall refund to the Owner all mean cuntributi= wpm completion offleat land wquisitim. intentionally omitted III (is) An additional through low mtbound on Proffit Road train U.S. Route 29 to the roundabout at it. Information offcalrds Road and Fall Rom. Inadditim, e fourpropearry acquisition thin is require FE), the 0.� Shall make . curb ��'bufim impm�mm required by this Swim 5.3. Ral or provide, a letter of credit in a farm appmvcd by the County Attorney far such purpose in the Athorney, provided thin =cum &a declared ridecressary, for the propeary, acquisition by the County such amurd shall not exceed we hundred fiflY Parent (150%) Offide County's fair residual value appraisal prepidered for acquisition ad condemalion purposes. Trus cash Forldribution or letter of the right of l docribeed in this Section 5.3.1 (al shall be mod to pay for the Wad audit of waryacquisdicen The total � ofthe right ofway acquisition for the ofFsho properry, n�m�y to ��w the improvements required by this Section 5,11(a)(2)l shall include the �l was associated with acquiring land, buildings, �c�� ==cuts and othider aurborized purchase including, but an[ limited W, lmd acquisition, interests by oond�6m in by saidnecting, survaying, and reasonable attmmA face. The mb contribution or the ]Mid of credit shall be provided by the Owner, witWu thirty (30) days upoin request by the County. Ifthe Property is mquired by pumbue, Ch a acefiributian for the pumhm prim shall not exceed one hitheirad fifty percent (150%) of the County's fair market value appmisal Prepared Ind in without die Mull of the O�ff. If the will of the right of my =d=nebm purpot womads the mount P= I ously �bibuted, than the Owner shall reimburse the a, all such excess man within thirty (30) days upon request by the County. Tbe County c�y sMI Federal in the Owner all was �hibufims upoin completion ofthe Ind arequitfifiesed. Ymmm. Widen fiftm (15) months Correltion of the Ph*se I Road 1,� after the issuance of the fing building Permit for a Mattagami balding within the land, object to the flat �er�al subdivision plat or site plan Wilbur the Project, or prior to the issmm of Oil Of the Ph= I Road a ecy6fi= of Promparacy, for such building, whichever is awl Impmvements Sol be omitted by VDOT for public use or bonded far VDOI amep�m if mob Read Impmm.o are a pnmwy highway, or acwpted by VDOT for public use, or bonded seecldly, highway. to the County for VDI acceptance trial Road lmpmv�� are a (b) Pbme 11 Road Impr�mmts. Prior to appmval of the final side pl.. that a She. M Show A would neductize the aggregate commercial. office and hotel gain Emir area within the ponject to exchaded two hundred ratedy thownd (290,000) lq.= First. Owner shall Obtain all associated permits and post all associated bonds required lot the =�cbon of Wc following (mllwi�ly, the 'Ph= 11 Road Impm�ts�')' (1) Middle En�m cm 11.1 9921re 29 1 Orthsid- Drivill Eduld/S Im (it U.S. Route 29 Stathbound �nsnefion of . midinum. 12 Shot wide thmugb lane (with shoulders or guard ail as my be required by VDIDT) staming at point flard is 1000 fed wnh of the Middle Enhance and extending (a the pasimi wbere 11 .0 tridettal psual onn� with the portion ofthe lane cc (11) U.S. Room 29 SooU6mW - ��chm credited left ran L� with taper. fifit) US, Rome 29 Sodthimund - of a right I= Ionic with wa (IV) U.S. Roug, 29 Northbound - mnstefim of B right had lane g the middle flumenort the gwmddm ofwhjch will be subject to VDSOT appaund. (dt U.S. Route 29 Northbound .�efimofleftmmlme with hipa (vi) SR 1570 Eastbodend - mnstmctim of car restriping of lanN to mutt in mpumelef4 agougb raw right Won Ovmmts. (III Entrance, mad Werithimad - installation of a traffic signal U �S-R�e29. - m�efion to timat (viii) Existing cromativer at Cyp� Ones, the mmoMm. (I Prearstage mad from Cypms Drive in SR 1570 - =�cim of a public smile w serve properties mnufly �ing U.S. Route 29 dual Cypress Drive. (2) Northside Drive East bat.= U.S. Route 29 and North Pointe Bolevard as Shown an Shw D-1. Connotation of the Phase U Read Within fifteen (15) months after the issuance of the first building Fool for a building within the lands subjew to the first subdivision plad or aide plan that Would the aggregate ffice ww how Wass finds area as shown an Sheet A within the Preject to exceed two hundred mrsery thousand (29D.D00) square fed, a prior in the iswm. of. of omupncy far my building that causes such gross floor am TO ".ad two hundred ninety dwwwd (290,000) square fee, accepted by VIDOT far whichever is carther, all of the Pbue 11 Road Improymmu shall be publin use or bonded for VDOIF Somptandid: if such Road Improvennents am a primary highway, in accepted by VIJOT for public use Or bonded in the County far VDOT's sotimes, it'such Road Improvandents me a secondary highway. (a) Phase Ill Road lmr�mmts. Prior (a the eartlest at. (1) the approval of the first subdivision pha or site pro that Fadd Uthotiw the aggregate number of dwelling Units within the Projecl to cariewd five hundred thirty�tbdrada (533); (if) the appmval of a subdivision plat or site plan her any development of the Neighborhood Investment Property or my pomm th�r. a, fifi) the five (5) year CniF.y of the right of issuance of the flat instead: or occupancy for a building or promishis within the PUTIP Owner shall obtain all msociated permits and past all ammatcd bonds required for the emmmItion of the following mad improvements (collectively, the 'Them III Rated ImPmv�ts") 10 the Utmi my Such mad impmm� have not already be. central (1) Northernmost En�ce Jormondt. Loans & Clark Drive) on U S. Route 29- (I) U.S. Route 29 SouthboLmd - mnsuucfim of left main law with taper (it) Nortbweg Passage fr= US. fludite 29 m North pages B0.1�,d 111 U.S. Route 29 No�bbound - ��oba of a right hand wad first the pDmetria rifistrich will be whed to VDGT approval. fill Ifirson gdreMy wu�ctad, North Pointe Boulevard between Worthside Drive Hat and Northwest Plunge. (y) If the traffic signal he be constructed by others is in place prim ad o� w�wcM work an this Nme�wt En�m, and such thraffic signal Only includes ill= legal Owner SM]] add the finerfin log to the signal, which EUP include Fall ' tioul mail mutual signal limits and MoilWy equipment ne=My to mppon Northwest Passage 5 use of the musical as demanded] by VOOT. If mob traffic signal is not in place and the vehicular traffic paidestaid by the Project causes die YDOT sigaM �is to be met) Mid VDOT requires that a tritiffic signal be installed as a eDnftcn oftha =*an= p�ito Dwm maill install such mdffiC signal. (2) Notwithstanding my other PmOsim wntwnm an this Preffer Stmmw� whilin one hundred eighty (1801 days after won= wflce from the Coal that it middle In build an elementary School on the School Lot (an 'Shill Left is defined in Section III the Dwnw shall submit in" plans far the ��dim of1sorthweent Passage from North Pointe Boulevard to US. Route 29 to VDOT and to the Comedy for MViOW, wild when satisfactory, dipperatival. F�h�m with,. twelve ()2) mmths after interim of the building pmnit for ��dion of the cimentwy school, and if not already �pld4 Owner will complain (I) N.Abm Passage fr. North Point. Boulevard In U.S. Rome 29. (Pit the imFwav�u ad firith in Sectiard 5.3.1(c)(1) MaINSP and Ill) North Points Boderland from Northiside Drive East in Northeant Passage. To allow (he d�dopmmi of the School ideal the Owner Shall grant it lmpway emwmpft a l�ay to allow ingm mad as= for will and construction tiquipment, grading, the installation and mWt�m of erosion and wdimmt central stm�m or Moslem, and any other indicated w�ction memm", as Stich terapentry, u,menm sm Shown on the subdivision plat or site plard far the School Let and Mutually Spread to by the Owed and the diveloper oflhe School Lot Centrifge ol nille Ill Road IPmNoments. Within twelve (12) �ihs after the w�c of the applicable event in Sedocin 5.3. Ile) Which ragweed the O�cr to Obtain all associated pennits and post all associated hands required for the countermen of the Phase Ill Road Impm�ts, all of the Phase Ill mad inWro�mmU shall be accepted by VDOT far public no Far bonded for VDOT's a=ptame if mob Road lmpmvm�s am a primary highway, or accepted by VDOT We public use or bonded to the County fall VDOT's amepwouifsuch Ruled impmvm� me a wmdary highway, 5.3.2 Upon requited, by the County, Owner shall make a Cash contribution to the County ar VDOT for the cost of a oddle ar wherldis radio system that will link one or am ofthe signals b�em Lewis and Clark Drive =it drapurt Road; previded, how�, thin the Well l mnhibufion shall not mmd thirly-five thousand dolludis (S35ED0)F Subject in �i� of faces majeum, ifure County do" not request the fierds, ardom request the finds bad the ��tim of the system does not begin by the later of December 31, 2010 ir- then (3) yew after mould Man ofati ofthe Road Empm�", said funds shall be refunded TOP the Owned, 5.3.3 Prior to lbeapp�l ofplaw fDrimpm�n� at my U.S. Rome 29 intmwfim, owner shall provide VDOT traffic signal network timing plans flat VIDOT finds aompUbly add" thtimp� offirepropoing traffic signals firriel trafficpmod� 5.3.4 Re,ignal Tranwort.tic. Stral Cash Contribution. THIS PROFFER HAS BEEN SATISFIED. Upon request by the County, Owed shall make a mb contriburboar mimed hundred thousand didiflars, FIAPSOM to the County for the purposes of funding a regional hwIVddlal amity fix the Route 29 corridicar, which inaludes the Smith Fork and North Fork of the Riv� River and the Hollymnd Growth Area Of Which Nortir Pointe is a p� The contribution halt be made within thirty (30) days afta requested by the County anytime after the moral approved. Iffilic Prequest is not made wiftWe (1) year after the date ofiripproval of the fast final Site plan for the flat wnunercial building within the Project, this proffin shall ham= null and void. If swh cash contribution I. not experal far the Stated purnpose, within three (3) years firms the data the fiencis was contributed to the County, all un"pmdcd funds SM] be refunded to the Owm. V1. OPEN SPACE AREAS AND GREENWAY 6.1 Pedatrion Path� . All pandeadrom pathewill shall be clamified as she" an the Ptabdaurvin Pathway Key an Sherat 0 and, middle for the pathways do be mnsmcted by the County, shall be she" on the subdivisim plat or site plan far tire underlying in adj�t lands Within the PMjWL The pathways shall bu construched by Owner as Clad A 0, Class B trails as idmtifled Or Sfimt 0, and in a=wd� with the applicable design and construction standards in the Coul Design Standards Mmul. Such construction shall be in conjudiction with the iiapmv=mL� for the Subdivision plat or site plan, as the man may bad and limited with the dral if the pathways am a Subdivision impt�m� in with a Mf�anm bond if the pathways mr, a site plan inVmvmmt ne pathway shown on Show U 21=9 Pig Branch north Eaddread, of Northed. Drive East shall not continue thmuO a ml� ifa CW� is used for the mmm. creasing. 'Me pathway intmdtd for the culvert berescian Pink E and Park IT Under North Points Boulevard steel conform to The applicable mudwiiS in VD0Ps "Subdivision Street Urfielandec" nd Owner shall maintain the pathway if it is Fiat �qAcd by VDOT Far maintenance. 6.2 LailitI Upon request by the County, OWwr shall darlicate to the Coal the lake shown on the Application Plan flupublic use, provided OW such lake will be available for ate by Owner fier gomwaW management o described in Shot I To the Application Pin entitled "St=� Management and Stream Com�dw Plan" ("Shaded C"), VIL THIS SECTION INTENTIONALLY DELETED VIDA PUBLIC INFRASTRUCTURE AND FACILITIES PRO"ERS 8.1 Branch Library. (a) Upon request by the County, Owner shall dechleaft to the County the fee simple iatm� in the Ind shown on Shad B as a library, �sisfingofa 15,000 square foot My graded pad sho, with utilities, to �mmodaie a 12,500 square foot building fientprint, a five fact pmmda strip =it up to a 25,000 square foot bWldiM together with a m=clwive moment to the adjacmi owning area for inV�, owns, criminal singing mid sufficieral County Code required puking, go�t� deledintion and m� quality facilities for the location imparibbi of a fifteafteding, jefferon-Maddron Regional libirely, AW Mm other mad that am an with ft proposed s�Lmding �, an determined by the County (the "Ifluary, Ll Norwiflustanding the � afthe prior Sentence W the =M"Y, tribe requiremmtn far the libry building require a Just building footprint, dift County may MhoriI the library building Confirmed to be larger fing as 9" in the prim m�M provided, however, that the size ofthe am shum as TIME Fr, on Shed B ("Pink H") andim the size of the adj�t puking immediately m�h of the Library Lot an Shoe B (the "Library Parking Lots`) shall be mijustral �nUngly to �nm�da� mob lager latifflaling fialprim. The Owner Shed] not be responsible for my ublity top fed, but Owner shall wmplde em�aiDn of the Library Parking Lot and other parkmg am Serving the Library Lar. The Owna "I p�it the County to use the Library Picking Lot andAnd if not already constructed, Pak H, for portion$ a �tm�ion staging, Within levelve (12) months after vemen notice From the County thin it imeMs to begin =stme6on of the libruy, fin, Owner shall make the so=, mods and the area of the Library Puking Loa wailable with at least a floor inch mMpWed � ban fair use as =am and mm�e6on Olson& such shield access serving the Library Lot and the Ijbnwy Parking Let shall be �pl�d and available fat we no later dran to (10) months after iSS�� Of the building permit for the library, provided, however, thin asphalt pavement in � used for courstruction staging by the County shall not be required to be miduldled urail Thirty (30) days (or such ming, �omble firric as my be neareassary, due to woulder conditions) aftict the County has moved Us =s�ction-mlid dudereads, add equipment. Upon the request Ofthat County, Park H Shall Ian be dedicated to public me, but the Owner shall nor be responsible WIT mainamill such Park, Owner shall be responsible for maint�m at fled Library Parking Lot and Other parking spaces Serving the Library Lot wild the Comly shall have re, obligation to be a member of MY ower,s downturn, The Coal UP for dedication of the land for ithe Lbrary Lot and Park H shall bemdcwithin thft(3)y�followi-gihelawtO DICCUTDIV i=um�Offim flat residential building permit within the Project (it) Omer's completion or the inthermignum (including but not limited to �s, Major mw, electric, gas) required for the um of the Library LoUnd-fitUDecientherl (which December 31,2016 ddli.emaybe�ndd by Ifir request for such dedication is Pont made within tkw (3) years following the later of these dattes, this prififfier will be null and void. (b) Green Roo In the event that the requirement, for the library building require a larger building fierrappint, and the County clause to authorize the libmry building footprint to be larger thu 12,5W squam fca president al section S. I(a) above. and in the fiardider everrut thin the building is developed as a condommitun and the County requests the Owner to mimed, ownership for a portion of the larger building Own" shall accept such ownership an a reasonable price up= which the pardest may Fraddially agm� and shall drunhater 0 ft County, on a pfir ram basis based on the proportional sin of the portion ofthe Henry building owned by the Owner Wi�. IS the sin of the library building as a whole, the war of designing and �ingwch building. These wits may mithill ifilegred by the County, installation are "gr�n al and my additional expenses associated with monaurally reinforcing the met as D=Muy in support thegm roof Wififin�(IO)dgysafmrmmptDfarequ�fwpaymmt by the County that is �mpmied by dou=mtation to support the program paym" mount res preadvidaid in the construction =tmd, the Owner Shall submit nwh payinmP to the County. Alimmi�el Y, in the met the County ei=N in design the library building an a Leadership in Energy and Environmental Design ("IESEPP) building, the Owner shall mottib� to the County, an a pin rate basis based on the proportional size of the parties of the library building owned by the Omw relative in the size of the librmy building as a wholes the additional costs Of (I �sbucung the library building to obtain LBED �ifim6on for the building Withinatin D) days afte, armild ell request for paymmi by the County that is accompanied by documentation lo grapart the progress paymmt mount Ed provided in the mo�aion wntrac� the Owner An Submit mob paymmn to [be Cowity. Ile design of the green roof, a die criteria milizaid 0 ohmin the LISED, adertification, as applecable, shall be in the County's di�flon, 8.2 Affordable Housin . Subject to the [Plains and wnditions of this Swtim 8-2, the Owed shall pmvide a minimum of firry, (40) "for -sale' residential dwelling wits as ationlable dwelling units, a minimum of sixty -Fix (66) "for-mr' residardiall dwelling units as affordable dwelling mits. it it Iran. of fact (4) Cresil Home Units (as Carifirip, House Units am defirded in Section ll The fienly (40) dwelling units shall be �prL�d Of the following types of dwelling tle twelve (12) fim mulfirf=Uy, twelve (12) from ndeal boussiging of towarturnmers, duplexes, attached houshigh condominiums in the am oil other unidentified housing typell and sixtm (16) ftm single family Id dingichad, arch at the sale prim and under the team and conditions ad forth in I is Section 8.2. The Owner shall =vey Etc responsibility of �tructing the affordable units to the subsequent wasiders of lots within the Property. (a) Maii-Fardly and "Other" FOSSaft Afficirdbs, Uni . For multi -family and -other"Juardside affordable drealling arm within the PT,4�y, inch affordable units shall be affirribill 0 haamht)lds with inwmI less Than eighty pencent (90%) ofthe use mediam family inmate (the "Affordable Unit Qualifying such that the Fool Mal mnsiRflng of principal, inteardow, cial estate ton, and houseman insurance (PETI) do Out dua thirty parcel (30%) of the Affordable Unit Qualifying Income, provided, however, that in no devent shall the scilklig prim of such affordable units be Ins than the gi=tm of One Hundred Ninday, Thmand Four Hundred Dollars ($190,400) or sudyfive Friend (65%) of the applicable Virginia Housing Development AuthaHty COVHDAI maximum mortgal for finn-lime battle buyers at the beginning of the 90-diry identification and qualification period ref�md in Sectichn 82(1). (b) Single Family 2ftdpd _Eor-Sale Afflandable Units "Mode -Filadtal ------------------ L Units" For Single family darchod fider-sole offiddable units Within the Property ("MIEWSSUP Priced Unhatill surch Moderaftly-Priced Units raboll be afflardable to household, with incomes ho dust we hmdmd twenty percent (12U%) of the � median f=IY income (60 "MokraWy-Primd Unit Qualifying mob that the housing cogs mmiging OfPM do not exemd thirty p�M (30%) of the Modmiely-Pdoed Unit Qualifying In� providdred, however, that in no event shall the Selling prim of Mob ModemWy-Pri�d Units be required to be less than flic greater of Two Hundred Thirty Eight Thousand Dollars ($239,000) cur eighty percent (80%) of the applicable VaDA muimm wmgW for first-time home buyers at the beginning ofthe 90-day jdarfification and qualification period ref�md in Swim 8.2(f). (a) For-lided Affordable Und . For a period of five (5) years following the date the delifforts of occupancy is issued by the County flar mob f�=t affordable until, or Intel the ib m old Fed low or moderate cast units qualifying res n mda either the Virginia Housing Development Authority, Farmers Home Admmwmfiddx. Or Housing and Urban Development, Sued. B. hignever comes firm (the "Affordable Term"). such units "I be related to households with incomes less than the Affincelable Unit Qalifying Incerne. No flar-rew affordable anit may be counted more it= e towards the number of f� affordable dwelling units required by this Smition 8.2. (I) cm�om of L-1� All dolds conveying My interest in fire for - =I Lffudable Units during the Affordable Team shall certain ]a~ reciting fliat such maill is subj=twlhet=sDfthimSmflon8.2(c). Inaddidw,aU-�*�PWainingml�cy�of my fw-� affordable unit, in my part th�f, during the Affwdable Term, shall contain R complete and full discimum of the restrictions and comitrals andifishad by this section 8.2d). Prim to the =veymm of my interest in my flur-Tiont affordable unit during the Afficridable Term, the flude-Surnew owner shadl notify the County in writing cribs �ve�w= and provide the wrap address =it telephone natinhow of the poimfiW gmvtm no start that the requirements refthis Section 8.2al ha�b. .6.flad. itAnnual Rouserfin . During the Affordable Two, suit within ninety (90) days following the and of Patch Calendar ymr, the Christmases andaftel shall providde, to the Albemarle County Housing Offies a mudied �ml report are][ for -rent affordable units for me immedimely Parcel Yen in a farm and substa= mmomMy damiletable to the county Hawing Office. Saudis to all federal, state and mal howing laws, and upon �mable notice during the Affordable Tom. the lhm-�=1 Owner shall make avelable to the Coal ad the th�.wrreni Owners promises, if requested, any repords- arepied, of =ml or lease "Mal IF other data pertaining to radial rates adis the County may m.w�bly require. (it) C=an House ljnil . Carriage House Units shall meet the requirements foot a single family dwelling as defined in The Virginia Uniform Statewide Hifilding Code, shall be an the Prove Parcel as the Primary dwelling unit to which it is a�st),y, and shall not be idadividded from The primary rnidenm MaCarriage T4o� Vaits"I The subdivision restrictiort Shall he included on the plart creating such Pamds and be i"empmled trim sea dead conveying title in such pardsho (a) Each subdivision pig oil site pin far land within the Property Which includes affordable units (which, for that Swim 8.2(e) Shall include Modemtely-Primd Units) shall dwignatc the lots in units. as appalftabled that will. bi� in the t�s and conaltions of this proffen gromporatic liffbadable units M described herem. The flat such subdivision plat car site plan shall include a ifindamen of flache (3) such affordable units. ThOrmftdP and Until the total number of affordable dwedling units proffided horanWu idiall have been fulfilled, the Owner shall provide a minim= ofthrm (3) such affordable dv�Jling units per year. Each final subdivision plat and fical site plan also shall include a nmning Mal of the number and p�tage of affordable =its proviouttly provided wit proposed an be provided by the all declared to subdivision plat or site Plan. Far purposes of this Sooner, 8.2flith och units all be haw ban provided whas the subsq�t �albuil(kr provides "rise lice in the County Housing Offim or in designese that the rial will be available for sale, as required by Section 8.21 below, In the � That &a Owner provides mom than them (3) affordable dwelling limits in a 3ingle you, the Owed my "carry over" or "emil credits fair mob affirrulable units, such that the offladoned affordable wits which exceed the nlinM= =tW requi�mt Duty be allocatl rewind the minim= number of affordable units required to be provided for My fidum you. 'Me maximum durable of affordable units that may be carried mI OF banked shall not ""ad twelve (12) par year. Nmwfthamding the terms of this Section 8.2(c) to the wntwy, upon the wrWxd request of the Owner, the COMOY May authorize an alternative proms and/or schedule for the prevision and/or dialivedy of each affordable units upon a detenninatim the the request is in gmwal amoW with the purpose and Point of Station 82 and/or culderwhiss flarthera the goals of-paroviding offlardable housing in the Coal (f) All pumb.. of the figirale affordable units shall be Signal by the Albemarle County Housing Offece in its thesigned, dral subsequent o�lbuilda shall provide s the County or its derfignme a *ad of ninety (90) days to icharl mal prequalify an Edit, p..bas. fair the affordble unit. The rimity (90)l period shall W.m. rpron uitteds notice from the th�n-c�.t adivambatilder that the units) wit) be available far suit. IftmCournyorits desiguic dean nor providd, a quadithad pwoh� who execules a contract of purchme during Plus Emery (90)l period, the lh�-�l shall hove the 'ism to Sell the unitter) without my restriction on set= prim or include ofthe puTchmer(s), provided, however, that any ul said without mob parthodion shall �helms be minimal towwJ the number of affordable wits required to be provided purafted to this terms of this Swim 8.2, The mquirmmu orders section 8.2 shall apply cal the first side ofeach ofthe affordable units (g) -pbe County shall have the right, been time to time, on i�nabie maince and diddejeci to all applicable initial laws, to inspect the records of Owner Or my su=s"n it intercid for the purproxis ofus�s �ptimce with this PMFW. UP) gidill Prol THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days situ the Board of Snr&mimm approval of ZMA 2000-009, the Owner shall cause to be attributd three hundred thousand dollars ($300.000) cash to the County of Albemarle for the Albemarle liming Initiative Fund OF Such offiner similar fired as may be estallifishad or authorized by The Cowdy. The contribution shall be to fund affordable home �.hip [am pmg=s within the Preyed m4 other man of Alb�tie County, including those preadvided by n�pfit housing upsuchis such a the Piedmont Housing Alliw� Habitat for Hummity, and the Albemarle Housing InVMv�nt PMV� If Such cash courtribution is act expeardeld for the stated purpose within five (5) yens train the date the funds widne coftdbmed to the County, .31 e"p�nded fire& shall Iftneffaraftel ed the Owner. EX EDUCASTIONAL. AND OTHER PUBILIC FACILITIES 9.2 Minimum" School Sim. Within two bmdmd Mutually (Z70) days flillovil requm by the County, Owner All dedicate to the County the Ind sh� an dis Appli.d. Plan as "El�twy School 1185 Acres Schmmic layout", consinfing of appwxhwely 12.35 � ("a mW[crporfion Oresund, land in the County's Sale discmUm) (the "School LPAI Prior in dedicestion, The School Let shall be graded and wmWtod by Owner to a minim= of 95% 119 mmpacdm as mmsumd by a stdard Proctor unat with reliable mmmia) fier buildi ��ctior as comful by a punfleadmal engineer or as otherwise approved by the County Eashetter to istablisli a fWIY graded Pad site to &=�OdUM So ai=-twy $chiral. The recmtimW field impro�mn shown an The Application Plan slid be fine graded and haw top, oil and soil mendmmts added, met Etc mim for an mdergmund ityiptim system Sgzving the �wfonal field. shall be installed. Soon iproeemmts shall be reasonably equivident to those b In rexisting at the RdzwtimdaI fields at Bak�Butlm Elianewary School, exclusin of my a 0 ground impm�ents, The pedosWm pathways as shown an die perimeter ofthe School] Lot an the Applimfim Plan shall be risfound on the mbdivisim plat prepared by Owner meeting the School Let and the pialfivil shall be installed when file site is gmded for the recreation fields. The Owed isizall provide all utilities to the School LOU The dodi�im SM] include easmmu won land far w to and use of S� Water Rarrinds 5 and 10 shown on dric Application Plan, togethar with all temporary easements to allow St"w� Basin 10 to bereallestped and criderged, ifnmmsary, to ww�odatetheSchooJ tof g�water. The mtuy rabol site, but if the County d�inm dean the School Lot shall be used store School Lot not be ,ad a an cleminuary school site, it shall be used by the County fur park and Territorial pupwas serving both the North Pointe mmmunity and the region. If the County dean not request that the School Lot be dedicated by the lea ofDc=ber 31, 2015 (which December 31, 2016 deadline may he exuarsded by written mutual agreement offlue Owner and the Dual Or three (3) years fifter- the issuance of the fird middecti.) building permit within the Pulled, (he o� Shall be Order nal farther oblitandlized I. drlicall the SO-1 Lod for bid shall, hy January 30, 2017. of thirty (30) day. aft� ... IF Islas the purpose described harcin, date, crearbuto five hundred tbownd dollars Stim,000) cash to the County to be used by the County Exparjudis identified in the Couirdy'sCIP reasonably mimed Ed the nalighstafthe North Pointe commodity, and in such event i[w School Lit may be mad for other scridartall purpares Six approved by the County arther requni by Owner for an Financial to the Application Plan, a] Lot far a school IF far park and Aft. dedication ad bet. the County on the Sam �mtimi purpicano, and ifrequarted byth, CMmy, Onvernersheillardifintaid theSd.] Lot until requested by the County to an hal do so, Sui to rise Owner's right to mcltmive Use Of the School Led thapard, and y=cafional purpose. Such park and romeabonaJ proposed shall be only Read uses shown an an appmved final site plan or Subdivision plat for the Perear that includes the S.Iml Let. Upon being requested by the Cinall 0-- shall c� -11 eve mad Of the School Lot mid remove all impmvem� �blished by Ownear that the County requests be removed. Th. Chdrdy shall Sol be obligated In pay Owner for my imirrovemell established by Provide that if Owner thad Etc County nomins. The dead of dedication far the School Lot shall the County accepts little W the School Lot and than does W Uon$trU� either 9 Park Or 2 School within twmty (20) years following the (We the Board of Supervisors sppmvAm the ZMA Amendment, then upon O�r's request title UP the School LIN ordl be mnd�md an Owner at an "Precal Owner. 9F2 par Step Turnoffs Bus StaRL.M,..sntS ..it But, S."ic. (a) Owner shall construct Ian (10) public bus mop tumoffs as shrYwn on dead Application Plans or otherwise two (2) in the wuth�osi residential =a, few (4) in the wmnmrial mu and four (4) in the Other ressidectid grals, each in a lmfim mutually ancipabic I Owner and the County. The bus stop turnoffs shall be appmed With at= augmented plans fair the Project and bonded and constructed with the gains. Ch) Upon the request by the County, Owed shall contribute the Wait sum of Imady five thowmd dollars (S25,000) cal teneurds the design and constradver. of the she" ground bus stop impmvmmu such as bmchm and sheitm meeting sMduds eMblishtId by the County at drab bus stop. tribe County does not request the fiands, or mqu%N the funds bill ihom mi ww�t the bus gap improveradents by the latffofD=mbu 31, 2015 arthdrad years mor wmpldim of the mad network that includes the bus stop total than subject to matters of farm mjo=, the �pmded funds shall, in the di=a6on of the County, either be �med to Owner or appliBd To a projew identified in the County's capital implonvichments program Within or adjoined to the Friject that burdefits, the Pmjw. Within thirty (30) days after the introduction of public to the Projects O"u sMI crentabduld, tw�y�five thousand Thollaus ($25,DOD) cub rot the County to be wed far rdenting pwm related to such serivical and shall theridefter annually marriage Twenty -Five Tlwwsmd Dallard, ($25,MO) chish to the Cmnty in be used lor operating mpwsm related to such smin for a period of mine (9) additional y�, Mob that the total foods =uibued to the County personal to this Sol 9.21(c) shall Out exceed Two Ifundrod Fifty ThomandEollies($250,000). tribe intradiedid, trial traterpormunito the Projecir d� not ZMA �n� by the Imer of years after the Eased of Supervislas adiarreand, the Afifterbandent, (71 years ifter the date cribs ism== offine flat �ifim� oftencripal fial the firse, m=wmuj building within the Project, this Section 9.24c) shall become null and void. X. ACCESS TO ADJACENT PROPERTIES 101 Dedication ofRight-olf-Wy-Extenshasto Parch-122F Unless the ddimti. of public ridd-of-way and the of so& dredic we required in mniunction with ft alpfumal of a subdivision plat under Albemarle County Code 14-409 and related additional or thrar ==or.: Owner shall reserve the fifty (50) that wide liEldrof-way, lamted within the am shown an Shed B and identified as a "I R.O.W. Regarded for F� Dedication" �ting a fight - of -way fi. the proposed middle M4.. mad law North Pointe ISO the Southern ppety bus of Tax Map 32, Parcel 22E rMP 32-22T). in li Foot To the is�m of a build g pe I fair Building 32 as shown On da, Appliettion, Plaid, Owner shall �rd in the Clerk's Offixed of the Charth Court ofAlb=Rflc County, a currion, winnable dead of dcdi�m dodiledided; W public me for mad purposses, the =a labeled I RO.W. Reserved for Puture Dedideation." Owed acimowledgm that if it is mt pact of a subdivision plat approved by the Carity, mob after of Wificalfices made be firde reviewed and approwed by the Board of Supmimm and mwpted by the Hundred- Such deed of dedicsfion shall include The firlionding canditions: (I) Big TMP 32-22E shall haw base upz*ntd; and (it) that prim to its use for road purposes, them shelf have bm c�Md an the land a. dedicated . mad Pippladvald by if. County add scormed by VFDOEF for public cast w bonded fix VDOT's Fireacphince. AlthetimofthemnAmdonofthemmumd serving Budding 32, the Owner shall �mo the intureaction mA ral or mad mad serving TMIn 32-2213 and "land of Mob ad for is ]cut . andrinum of am handrail (100) fee from Nortliside Drive, Earn Ph. Owner shall else plem ad die and of Such extended m4 a sign, afferved by the Counity, advising oil assifying the public thin such Pright-od-way is the broken of IF future mad extensim. Owner shall Saw thimparrisay, mna�oim ==am determined n�uy by the County Engineer in allow for the road W be extended to TMP 32 2213, which mrstrucition emmmts shall be an O�r's property and Outside of the flefichadc rjgbt-Of-vwP and shali be �abliAmd by the applicable sift plan. No irnpm�mts shall b,F located idaid, the temporary �mu until ��ctio. of S.6 �d had; be-- couplated. 10.2 Access to Tax May 32A, Swim 2. ftrftl 4 (mr,.t N.�th�ds Mol Harris NEk ?,party), Unless the dedication of public right -of -my and the wns�od� Mob saw ard required in mjmdion with the approval of. suddaNvidan plat under Albemarle Caudy Code § 14409 oil related sections. in their memories: Owner Shall reserve an whe in the lowition ]"ad I R.O.W. Reserved far FdMm DedimioW'.1 the eastern and ofthe main =�=iaI &mesa road from U.S. Rome 29 on Sherat 13 for a�s W Tax Map 32A, Section 2, Parcel 4 ("TIMP 32A.2-4P Prior to the ism�. of a building permit for Building 6 or Buildings Fur tlmnugh V6, mob as show an the Appirceition Plan, whichever is mull Owner shall recandi in the Clerk's Office of the Cirmil Court of public use fier mad Almdarle County, a commit irrevocable deed of dedication dedicating to purpmes, [be area labeled M50' R.O.W. Reserved for Futur, Dedication." Owner ad�ledges that if it is not part or a subdivision plat appmved by the (County, such offer of dedicaution must be flat reviewed and approved by the Board of Supervised and assiderateld by the Board. Such dead of dedication shall include the following ciandutions: (I) thin TMP 32A-2-4 shall have been signal and (III that Prior to its we firar mod purposes, them shall have been construded on the land an dodi�od a road approved by the County and Accepted by NOOT for public use or bonded for VDPOI scoq�. At the lime of the construction OF the mutidebmt Srvn Building 6 and Buddefirdis VI through V6 the Om� shall construct the intersection curb tudii and suread consiourairen of the mad for a ifistrustat of at lent thirty fed beyond Use mundkbmL The Owner shall also place a the and of such m�ded mad, a sign, approved by the County, advising and notifying the public That such figifitiof-way is the location of 6 fund= =it extentaide. ifirldis offladdithation have ban smisfied, and ifmq=ted After dedication and bet. the Cecil by the County, Own. Shall makens, the dedicated land all requested by the County, to no lodager do So, subject F, the Owner's right to injusive = of t1a, dedicated land fir park, mentioned, =ill" g�pace Purposes. Upm being requestand by the County, Owner PhoU cause all un and mim�= of the dedicand I=W and remove all impmv=mt vistribliged by Owner (ifeary) that the Coal requests be �wd. Owner shall grant temporary �Uuctim m� as cletarruned Federal by the County Engine" UP allow for the mad to be "tended to TMP 32A-2-4, which cDmiruction easmwts shall be on Omer's pmperly and Outside of the dedimted right�f4rll and shall be esiddislad by the applicable site plan. No impm�m� mail be located within the Tporary wnst=tim -�Ws Mfil �tmdiun Of-�& .it has base compkiland. XL SIGNATORY 12A thertifica . The undersigned certify thad theyare tha only owners offlatillropearty, which is the Mw ofthe ZM A �.d.�. 12.2 The OW . Tb= ponfica Shall � PEP the Prop" =it eaCh talesman to Owner Within thicer, proffers shall include withion its meauin& gad shall be binding upon, OweWs �zo�(s) in im� amFe, the derancloper(s) of the Property tor my portion of the Property. (Signal Pagft Immediately lentil This Preffier Smt=mt may be signed in counterparts andior via facsimile with the same fall to= "it effleal as if in hignateres. want original and on one document Signal ofConeand Purchaser Ind All Own Giant Eastaim I a Coal mmmum COMMONWEALTH OF VIRGINIA CITY OF CHARLOTTESIIILLF salicifion afbr�d hereby comfies that xJcxn ad Notary Full in and IF the J. adil I lime name as f Grain Eastern Managmmt Manager all Pointe ChU]GILuville� LLC, Virginia limited lability wmMy is signed to Restated Punflex Sta=wt bidding the date in of the foregoing Andedided and a me in my jecisdiction afirrestaid on buthelf of Mid . limited 2013, acknowledged he A.. beft, liability �lmy� GimundamyhmWffis.6 dayoFAj4yAj0gpaPH3. My man I.Partion. MY 2014 [SEAL.] Notary Puffilic Own: ODMMONWHALTH OF VIRGINIA MARLP COUNTY OF ALBE aft ipdN�yP.blLca'mdftmtbpjmisdi�n 0 aidhmby a I f Gnat East= Management t�a=.513�whm time Y. l of ViolcfHill Associates, LUC., a Virginia limited liability wmpmy, is signed to the ATnended and Remmed Proffer Sta�ent bearring the date as of 2013, limited liability fsaflaimit6ed acknovelcarged the samebefters, me in myjurisdiction afwwaid an belialfol coparry, Given uRdm.yhwd this dayari'll 2013. My w��Won captics: ;0 P, N10"9111il I Mm" public [SEAL] 01 N y Public no covMS'a, MYC�.En Adrd-I T! 20il CV4 k& Delta. COMMONWFALTHOPVMGMA COUNTY OFALBFMARLE underad edhNowly, Publi to ... id hereby colfifies, that f" elu W ow�c I Greed Easkm Management CoVmy, 04 General Is of Towns ljmite rship, SE pma of Call Propmia Located Partnership, Virgin,. limited peardramb 'a sil it to the foregoing Andentled it Restated Proffer &�ent WM 2013, the M.. bet.. me in my,julandiction ato�d on ourell or said partnership. under my hand this Given dal Will 2013, "Mal [14 C�.EV.M.Ch31 2014 fm (SEAL] Nqmry IS (D CQ CC) 0 (/) (3 Z 00 0 INSPIPS PIPP co CQ Lj Uj Z CO in 0 l LU 0 rN 0 U) 00 I C4 0 0 Ell 0 10 1 0 XA 14 0 1 0 4) 0 4) - < E 4) �LTH 0 >1 Cj BRIAN C, MI CHELL Lic, No. 035724 09120'1'ZUZZ :6 got, A, 2 /ONAL On lic, No' '35724 OFFql 0 26 2 22 0 SS10 NAJ 0 4) 0 _C 3. -C 0 4) 0 0 0 "IMPTS-1 >1 On 0 0 .2 0 On C/) (V 4) CDA REVISIONS TE ITEM I LLI 0610212022 PER COMMENTS 0912612022 PER COMMENTS 4) 0 0 t CL 0 DA TE 4) 01_24 _2022 . . . . . . . . SCA C 0 PROJECT MANAGER �C BRIAN C. MITCHELL, P.E. 4) 20140065 SHEET # I - 1 =A, :E \\�V1Y1 S/ I f TT 5Tl!}T\ VI V JIG M1 ,� i SVi \ l \ \Y 7` I a r GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVI DAME f (434) 2 ELT. PHONE: (434) —2670 9 FAR: (434) 94south0 E—MAIL: dovfdlDaouthern—closaic.eom TOW'NES SITE ENGINEERING BRIA MIT C/O TERFI C. VA 23 3 P.E. 9850 LORI ROAD, SUITE 201 PHONE:(ELO, 4 23832 PHONE: (804) 748-5011 FAX: (804) 748-2590 Asxu wow E—MAIL: BMITCHELLOCCTOVlNES.CON9 R; 7 A ie S.. a 75 4 167 c -- -� a 0. 1 (D :. �. r - eo© _- / r ZZ Q z, Q� - G� l 1JC- - 4 .. - ------ -- e ory ntJ2 164 137 HiA PARKS SIZE MODIFIED MARK TYPE LANDSCAPING ACTIVITY SIZES(S.F.) A Residential Park Landscaped grass & benches Passive 78500 NIA 8 Natural public amphitheater Grass bowl Passive 12.995 NIA C Residential Street island Landscaped grass Passive 16457 6,936 D Natural Valley Entrance Natural woods & benches Passive 27,923 29,370 E South Club House Recreation Area Pool and natural woods Active I Passive 46 507 6518n - F South Club House Picnic Area natural Play courts in natural woods Active 53.600 47,287 G Exercise Pathway crc, Pathway Landscaped walk & benches ped Active 36.544 NIA ;E m. or ron. u o.. �..�»..xm•.n H Urban Plaza Landscaped) Landscaped walkways Passive 12,100 N/A I North Club House Recreation Area Pool and natural words Active l Passive 50,669 64,067 wwuer.l J Natural Valley Entrance and Play Area Play Play court in natural woods courtwoo Actives Passive 71,586 12,302 TOTAL 284,881 307,063 1a6 -4. W ' i �S r I I r\ t . 1 LAYOUT PLAN ;NORTH PO:NTE _ RIVANNA ]DIS7CRICT aLBEI'�IAllZILE C�UN�'X, VIRGINIA GREAT EASTERN MANAGEMENT REV 06/11/14 Townes S iIT€ ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Phone:(804) 748-9011 Fax: (804) 748-2590 ASK US HOW 0 rn C ,11 a0 O u 00 d� U Z ��^p o W CQ �W X r� U O � m Z W a .2 W O00 N W-kA Orii- m L -4 a 3 N G) O N O L ,ti c a ° U O 0 rn m w O m In Y � a E m rn ctpLTH Of ` c C U O Y � BRIAN C. M CHELL c C. N0. 035724 o9 612022 a OFFSS/ONAL E06 NG\ w c C O U O ti > q ha 3 &4 t Tv^] M � A� "I o a f� U W q o C Q4CL m vl c m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE G' 01-DA-E 2 SCALE C NOT TO SCALE 0 C. PROJECT MANAGER m BRIAN C. MITCHELL, P.E. o, N ) DESIGNED BY BCM / LEN r CHECKED BY v C O PROJ.# c .3 20140065 0 SHEET # C-1B r I � I I I \\ \\'• \ ° j / // // / /% j\ Ill//q ///,//i/—��__ _� //� � `_ \�� \� \ � -- It /01 a / / 1 / / ° n�( / I / / I l iq/ / `,. o - i ("_---------- - i \ \ \ ` — - _ — — — It / l � / �• / / ° � / I � //!/o�///�f I ' 1 1 1� ��r/ i'�I.PI r � v , � /----�v---� /---��v �vv�---/'/�-- A_ \\ \ \\ /o// ° / I I ^ l / //l I-------` \ 10 I/ h�'/ ` / 1 I to I to I / to ^ 1 / / / / ✓°�/ / / / `,� `,,, i, \cif \� i `-------_ � i /' / / / / / / — —1 ( � \ \ ON V II o' ' 1 vS - _ f I ' ° 1 °( I l 1 I � � I cl / l I j I l l / o l 1 / j 1/ I 1jl 6/lII III/1 /"` V `` `� �tv`v/ / / •/� / o// � I / I�'I III l �I�lj%////j . /: ', \\ \\ \ \\ .1 r � \ ' `, \ \ \\ \\--/ //�I I I � /�__\ I \\ /I//%/Z!/!/ // •' l // o I I I II I � ' I I I���Iljlllll /� i i � � 1 � � �- �`' = --�/ \ \ \\ \V //��\ 1 � Av 'o° // / 1 / �III'61f1 Illll: i i , i - ,. j _ _ �_ ---- III\, /q / / •7,1 Ill / —7 \ IN / / // / i 11\ `..__ ```� \ ♦\\ \\ \II ♦\ \ 7\ \`, \`� 1, 11 1'�1 111 Ill , 1 it i 11 1 % � J '1 \ \ \ / \ — � \ \ ' —\ 1 ,,\°\`� \ \\� _\ `-•\ �-_-\ \ \ 1 I ` I i I 1 I \ \\ i I ' .'�',' ,_- _ ` \\ I \�` � i i i / / / l I \ \ I ✓ I \\ I I .� , � _�_ •` \\ �\ i i ' 1 I I \ 1 1 I ,1 � , �'' \\ \\ \� � i i � i i / l / 1 \ \ I I \ \ \ i / 1 I 1 I I I `\ \ `\ `\ \ \ \ ____ _ '' ' % % 11 l \ \\ �� \ \ \ \ � 1 ' } 1 \ ♦ — — \ \ \ / \ / 1 -'--�� \\ 4k\ IN \ / / -10. O PP rn D. 1 —'.�"l.l // \\ O—ra^' ___, II I / \\ ' \ f •Y• \® / 1 \\ `__ ___// II =>mpp ---- i i i i i/ i \\ /' \\ ` i 1 N ' ----- b n roe 0 N --v o 10, -------------- w I a I I \ -__ _�```` �\``_- ____'__ ./ / , J I / I 1 ,\ `� i I A _ \ \ 1 I I \ <,, \ ` `♦ (' 1 `` \ \ _ �� \\\ �\\ _----_ '�_ ''-_ �'--- l // i / i / i� i i i \\ I I I\\ 1\ • \ / % w i w i w rr. `\ `\w ( r ,\ � \ z � r NCO \,- / , / __- , /, j($ i `_________ - // \ I i .. \♦v �' rr o I \ \ I\ /� ' 1 i 1 I ` / m \ \ \ ON / \ o N NORTH POINTS SUBDIVISION o� ACO ti ff SECTION 2— ROAD PLANS y�� ( z "� Townes ob e� n ` I z r I N . .titi �G� ] IIr� �� z rn 0 7 Ilk RIVANNA DISTRICT D 03 SITE ENGINEERING �y o b b tv� �, m O ro w o o A ? ti N Suite 108 o o ALBEMARLE COUNTY, VIRGINIA �y ti N 1 Park West Circle, M r Midlothian, Virginia 23114 Ix Phone:(804) 748-9011 Fax: (804) 748-2590 EXISTING CONDITIONS &DEMOLITION PLAN ASK US HOW Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. C 2022 Townes Site Engineering r � r 0 ME r I, 1 V ��a .......�...� ��a.aa_� O • ON P;�. �/ iw��� w.+ao II—fit•-/�w-vi—��/%=._ 1.,1� �� ---- -11 ��• - / — • I �� i . -I+-' �t,�\mil �► Icr��.'1.�=—�TLfa a��—�a-r..e�ew.�-.w•^.•w� i S� NAWANI _ , till tku �`�a tag i.�k �•i� 1 .,,m wvng �� - r,..uv,rw.mr •� '��?! h� " T.. � i �..c.=...*.win .c•xn. aras.rn%i�� m �.������.a���,�� r ���y_Ii�sc'+.w,,,s.,. � ,��� / � a—i�� \� � �.. • =1 �11r i1�1�11 i4r"�__� ��y�_«I/ass��,.ua.w�x,.�.•e..- __ �•�'r ` +INII low104 d♦L?. i"� Al � .-�l.„•- � R1'S; fib• � ..��.- -ter-� ,; �� ��� �� � •� ��� • #� = � �( -.. '�.- '� \► �� �� .�.��� i � � I �I,,���� i ,ram°' �,, �� c ` + w .��;aC` ,*�'7Si►►►tea .^ _����1�' .� I�I Ii , , OFF �e . •• o . -�� • • ' ME _j �,, l ,. .:e:r:; of ��: •\4��'``.�''���+••..�t� - '�'" 7Z'.��� � � � r� �• E j1 � '��� ,mob fill � �j4 NOW 17111 IRA 1 I • + , , i i i • i .` a ' • •i1 • 1• 1• •1 1 1 , ' w ' ' a , , 1 1 ,. •i •P •M •• • • ,i a i i i • _ i 1 i 0 rn C r n ao 0 V d4 U co z c) o W C\2� �W �� v z ~ aU4 r_� U O +' 0 z 0� Q).0 W O W "t0 N L :b -- a 3 �1.1 ' O P H N 04 O G) o N Oyy L O a° 0 4 3: 0 O O Y � Q a-. C O E 0 T T 0 U y � BRIAN C, M CHELL c Lic. No. 035724 v 0912612022 �. a Ll*�SIONALENG\ O. M w c u0i c 0 U c rtir,•� ; w.. L qkL4 E,a 3 T C L � E-m �, y o j A 0 C a U W CL m L Im m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS c w in 0 c 0 0 d n 0 a DATE d 01-24_2022 SCALE 1, = 100' o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn .N v DESIGNED BY BCM / LEN r CHECKED BY a PROJ.# c 20140065 3 0 SHEET # C - 2A r RIPRTCH A 1 / �i ,.?C 16' ACCESS ESTRIAN TRAIL ya' / / EASEMEN CLASS 'A' / \ \ / PEDESTRIAN I 126 / / CLASS 'B' 125/ / / / C PEDESTRIIIN_TRAIL 27 ,r c v.� \ / / ia' Access / / \ 2 / Y BLOWOFF / / EASEMENT / / / \ L 4" PLUG / / / \ EX VARIAB WIDTH - 20' DRAINAGE / / \ I \ \ \ \ \ / / / / / DRAINAGE SEMENT (Pueuc)T 115 I / I ` / / \ \ \ e 124 //% / FLUSHING CH 4 G V. I 114 / // / / \ / ONNECTION 13' CSA \ Y BLOWOFF / / // \ 106 NOR CA FORCE MAIN 4" PLUG // /� j'�20' DRAINAGE \ 128 I \ BEND EASEMENT / / EASEMENT 107 \ M � 116 � / � � � � 13' ACSA//j / / (PUBLIC) \ � / / FORCE MAIN / 113 / /� \ r e' k / FLUSHING P O ANCE / 3 \ 4 EASEMENT �j CONNECTION X 20' DRAINAG \ O\) yQ�p1 / / MENT 2 / \\`EASEMENT \ 1 0$ 35' / 123 ` ` \ //� (PRIVATE) \ Z�00 DRAIN�''GE / ` // \ � Jch Q`2�SP. TO do / 8"x6� w2 R35' �� �Ir G.V.` SSEMEN I ` 4 /l \ \ \ �%G y1 sw 3 /109 / 131 / FIRE H - I 13' ACSA / 130 �"x4" REDUCER o - - 4� - 117 FORCE MAIN 3 / o � - �_/ \ 110 \ EASEMENT / 129 a p U \\ 2 00 / 1 2p' ACSA / /ACSA v/g - - - �� J375'/ \ VARIABLE 1TA C FjIRE HYDRANT RE HYDRANT / /17'vA Q / / I - ��- ^� 3 R35' \ SANIM - - J EASEMENT / SEMENT f3 / EASEMENT k A$4T �MIENSI N 3 2 �122 / / / / ` /�\--�- / \\\ 111 \ /// �` �\ \\\ 162 / / /vnDTH 21 ; VARIAB / / / \ \ \ \ W 3 / ry DRAIN CC1E EASEMENT / / 120 / 20' ACSA i 2 �� </ FU (PUS p FIRE HYDRANT c �O� 1 112 \ / a' 1� o ?X \ \ 161 N o -Az- 13 ACSA / 119 / / EASEMENT / a - - FORCE MAIN r`w / � � ljl xr FORCE MAIN \ >(// / (2) 8" N V 8TOP SIGN \ As W 2) 8' Ga _ / EASEMENT / 118 � 2 / N "\ EASEMENT 4- 1 ROAD NAME B B x6'�4 a N /> 6 9 ( 8'X6-TEE \ 160 / 6' G V 6" G ' / VARIABLE WIDTH / ' G.V. \ v s W FIRE HYDR RAINAGE EASEMENT / �� o 35 FlRE HYDRANT FIRE HYDRANT \/ "x4" REDUCO \� aSIG REDU (PUBLIC) f' oo R35' a'x4" REDUCER \ \ _ �L10 ?gO SD NAMIENSIGN / 3 / 20 ACSA 159 /\ 140 / / / 25CSA � FFgTO f _ ^2 C� w o / _ E/E HYD�NT/ \ 9� FlREAHYDRANT \ / // 141 I I 61 R� �� ouSP E D- \ \�N BEND //%�(EgSEMENT�\ \/ / / 142 / / 7 IPUB��D) / ^y R35' �1 / I 143 / / / / K G c V ° /\ d)-, 15, R35 >_ �20' DRAINAGE J �I. W "'co �� P S9�c�Fjy\ R N - - EASEMENT I / 144 / / / �0`Y� _ W W 1D r� p rc( (PRIVATE) \ I L O / \ J I 145 a• .V. A� \ \ 154 q� Aso 0 4A_ 1 158 6 C 47 X6N I � NATION F \ _ �/ / / / / I_ RE RANT ;V\ \ \ 153 \ \ A < 4Y EASEMENT AREA �- 148 ' G.V. 52 � el, � 4 PLUG BLOWOFF � 1 157 ° ° 0 / _ ° 0 0 ° \ \ 0 0 ° \ \ \ _ \ / / 149 I I I I \ \ 20' DRAINAGE I 113' ACSA\ \ _ FORCE MAIN / \/ EASEMENT Ep,SEMENT ° I I 150 I I 151 /\ (PUBLIC) I I \ 2*4 0 e 55 2/ I I 156 0c A ° NN . 9s I R; \ \ I I w/ FlL FABRI ° ROAD CENTERLINE ROAD CENTERLINE LINE TABLE LINE LENGTH BEARING Li 110.56' N32'46'39"W L2 393.10' N41'49'36"W L3 935.31' N48'10'24"E L4 494.49' N51'37'33"E L5 74.86' N38'15'18"W L6 154.90' N80'29'41"W L7 128.22' S41'49'36"E L8 665.00' N48'10'24"E L9 270.09' S16 27'53"W L10 511.93' S64'57'07"W 1_11 189.89' S25'03'47"E L12 247.84' S25'03'50"E L13 169.30' N7335'02"W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 24.45' 400.00' 3'30'06" 24.44' N34'31'42"W 12.23' C2 126.35' 800.00' 9'02'57" 126.22' S37'18'08"E 63.31' C3 60.26' 1000.00' 3'27'09" 60.25' S49'53'58"W 30.14' C4 470.62' 300.00' 89'52'52" 423.82' N06'41'07"E 299.38' C5 314.16' 200.00' 90'00'00" 282.84' N86'49'36"W 200.00' C6 167.94' 1000.00' 9'37'20" 167.74' N2215'32"E 84.17' C7 242.04' 200.00' 69'20'21" 227.54' S51'06'03"W 138.33' C8 72.67' 200.00' 20'49'08" 72.27' N75'21'40"E 36.74' NOTE: SLOPE ACROSS CG-12s SHALL BE A MINIMUM 0.50% \ PC: 10+43.05 PT: 9+54.59 10+,00 19+001 I I 1 I - 1 . 20' DRAINAGE ":>i U SEMEN _ J ° o E O ° ° 0 ° ° r BoG MATCH - \ � � Ilt � I1• STM LINE C 03 \ \ \ \ V LE WIDT \ ' SA ITARY SEWER EASEMENT � 3 / 8---'- x6 eX 8 SSWER FIRE HYDf EX EX a NO 8 � 15 0 I 14 I 0 13 o / EX 12 -CROSS EX (2) 12W REDUCER EX (2) 12"G.V. I 1 i SEX 12"PLUG EX 218LOWOFF BARRI OE W/ M 6 & M4-7 /GNS SERVICE TO PROPOSED DWELLING LATERAL SAN. SEWER KIT EASEMENT OR R/W 1' 1.25" LATERAL - FM FORCE MAIN 1.25" LATERAL SAN. SEWER ESMT OR RLW SERVICE TO PROPOSED DWELLING ACROSS THE STREET TYPICAL FORCE MAIN & LATERAL CONNECTIONS UTILITY NOTES: 1. SANITARY MANHOLES ARE TO BE INSTALLED SO THAT THE FRAME AND COVER OF THE MANHOLE IS NOT WITHIN THE SIDEWALK. 2. TRACING WIRE SHOULD BE INSTALLED WITH THE FORCE MAIN. SEE DETAIL ON SHEET C-7B. 3. PRIVATE CONNECTIONS TO FORCE MAIN SHOULD BE MADE WITH A SADDLE TAP. 4. EVERYTHING PAST THE SADDLE TAP WILL BE PRIVATELY OWNER AND MAINTAINED BY THE HOME OWNER. 5. ALL LPS FORCE MAINS (HDPE) SHOULD BE PRESSURE TESTED PER AWWA STANDARDS. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 0 0 to co U Z co 0 Lu Z UQw v 0 m W Q).214 W 0 4�V� Lu r-1 m r 00 R+ N cq a) C a 0 L U c a ° U O a rn m O 2 m 0 ZD 0 Q E 0+ lk H OA- T c O ° U y � BRIAN C. M CHELL o Lic. No. 035724 0912612022 O�FSS/ONALENG\� a m c m O r^ V� IJ q � � REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS DATE 01-24-2022 scALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / LEN CHECKED BY PROJ. j 20140065 �SHEET,�#� E 0 U 0] O O lC� O U Z a �co W � 5 Z U LU O +' m 0 W W ���r- m r A4 d' 0 F2 Go R+ N U) -� �cq - Qyy� C a �y L U O \ a 0 Y In Q BRIAN C, MIfrCHELI Lic, No. 035724 A 0912612022, i ` r - j 1 1 l q' f q O � ` O w ; O � 11 REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS DATE 01-24-2022 scALE As sllo>:vN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / LEN CHECKED BY PROJ. j 20140065 SHEET jo C-3A VJZ �W C:W Z �W OW O O lC� co 0 Oco U UFO �r �N� U U f� •� O 4-) �+O +' c 'rn U.� IJ C m m cd a 0 3 � v R+ N o Q�yy> O a �y u U O a 0 Y In Q BRIAN C, MIfrCHELI Lic, No. 035724 A 0912612022, O � 0 " q� O � t REVISIONS DATE ITEM w` 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS m c 3 O H 0 O T N 0 O a DATE t 01-24-2022 m scALE �� o t PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn DESIGNED BY BCM / LEN t CHECKED BY c 0 PROJ.�j' c 20140065 .3 0 SHEET C-3B t 10' ACCESSEASEMENTPEDESTRIAN TRAI�CLASS /C-0313 B MATCH I� ° EASEMENT GE (PUBLIC) LINE C-03C °Z I o ° ° p 0 � \\ O ° O O 0 0 0 O O O O°° O 0 0 0 O p \ 9 O° 00 0 O p O 0 0 0 0 0 0 o - o 0 _ . - o o / 0 of \ ° \o o O \b 0 �o 61, ROAD CENTERLINE LINE TABLE LINE LENGTH BEARING L1 110,56' N3246'39"W L2 393.10' N41'49'36"W L3 935.31' N48'10'24"E L4 494.49' N51'37'33"E L5 74.86' N38'15'180W L6 154.90' N80'29'41 "W L7 128.22' S41'49'36"E LS 665.00' N48'10'24"E L9 270.09' S16'27'53"W L10 511.93' S64'57'07"W 1-11 189.89' S25'03'47"E L12 247.84' S25'03'50"E L13 169.30' N73'35'02"W PEDESTRIAN TRAIL CLASS 'B' l RIPRA LIN \ \ 126 / / PEDESTRIAN TRAIL CLASS B 125 r /\ PEDESTRIA -TRAIL CLASS 'B' 127 4" G.V. i � / , 10' ACCESS Y BLOWOFF EASEMENT / \ �20' DRAINAGE \� i \� / / 124 (PUBLIC)T 115 / / FLUSHING \ \ i 114 C 4" G.V. / \ CONNECTION 13' ACSA 2" / BLOWOFF I / FORCE MAIN ' / \ \ C PLUG 134 128 p \ I 133 I 41 EASEMENT / 116 \ /� / / \ \ \ R4 ' \ / FORCE MAIN k FLU: 13' ACSA �` EASEMENT 1 CON 135 35' 123 \ \ � � RC�tMN� �5� M`/ AIEASEMENT � � � � a3 R-35' DRAIN GE \ / 132 / / / 8'x6� " �� EASEMENT 6" G.V. 4 / `� PPRIVATE) / FIRE HYDRANT �� j _ 3 / \6�6Y. g .\\ / 13' ACSA / / p"x4" REDUCER I ,4 c� p 2" BLOWOFF \ FORCE MAIN / 13O 129 ; J / / 6" PLUG 222.W \\ EASEMENT / 2 'ACSA /2 'ACSA / y.C7L / v _ _ �\ 135' /� \ Nt F�RE HYDRANT y HYDRANT f0 �2p j / `` 3 R35' / ' 1r EASEMENT / SEMENT C. 0D a _ _ �{� W 4'D.l. � 9T P�SIGN w/ / 136 i o 0 AME SIGN 3 2Q� / Z � �� A 8 r � �a 122 / / .rt''N / � � `� o PEDESTRIAN TRAIL / / / t EO CLASS 'B' i���/�\ L '� L / 121 ` z / VARIAC E WIDTH / / / / / / 3 20 j w 3 / N DRAM EASEMENT 120 20' ACSA 2/a (PUe C FIRE / 119 / / EASEMENTANT � / 13 ACSA 10' ACCESS �i� W 8" / � � � 2) 8" G r � FORCE MAIN fry � 13' AC`. EASEMENT FLUSHING � � EASEMENT / za �, � I FORCE 8"�Jwx6"TE EASEMI �20' DRAINAGE 137 CONNECTION / ` s ,_ - ` I - FORE MgIN _ _ 118s" G Q 3 / z NVARIABLE WIDTH EASEMENT / / / / 6" 1 *00 / / (p\UBLIC) 6" G.V v 3 W / FIRE HYDRM�7 DRAINAGE EASEMENT \ / / 1,38 / / / FIREHYDRANT W �� \ 8"x4" REDU I/Lt PUBLIC 139 / / 8"x4" REDUCEr / 00 STOP SIGN w/ 3 / 20' ACSA) < �0 N qAD NAME SIGN FIRE HYDRANT 140 / / / / 26 /FFSTO E 2 L S w / 22.5 EA -- \ ` Il l / 141 / / / / 6,S�3 SEED/ = B \�\I BEND \ ° J / \, 142 / / � �POBLICR35' 1 J L / 143 / / l `\ k G 'F \ o OFFER / C / / o / \ ...\ ° _ Ile � B" TEE or IN. � C7 0� FI J L"� 146 147 / /Q�G �\ e � �--- - �/Xs TEE 0 0 1 RE. H. o EYDRANT RVA BUFF `/ N EA / 0 0 \ REESE RE 148 A� ' ° RIVANN - _ _ �- �. o \ \ \ ( I I 150 I I 151 \ \ RIVER o \ ----- -- �-- I I \ \ L i l •x2' � ASS I AP w/ R FAB o o �. O O p \ ° 0 ° / 0 O0 0 o O O r \ \ o o ° � \ 0 0 ROAD CENTERLINE CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT Cl 24.45' 400.00' 3'30'06" 24.44' N34'31'42"W 12.23' C2 126.35' 800.00' 9'02'57" 126.22' S37'18'08"E 63.31' C3 60.26' 1000.00' 3'27'09" 60.25' S49'53'58"W 30.14' C4 470.62' 300.00' 89'52'52" 423.82' N06'41'07"E 299.38' C5 314.16' 200.00' 90'00'00" 282.84' N86'49'36"W 200.00' C6 167.94' 1000.00' 9'37'20" 167.74' N22'15'32"E 84.17' C7 242.04' 200.00' 69'20'21" 227.54' S51'06'03"W 138.33' C8 72.67' 200.00' 20'49'08" 72.27' N75'21'40"E 36.74' NOTE: SLOPE ACROSS CG-12s SHALL BE A MINIMUM 0.50% SERVICE TO PROPOSED DWELLING LATERAL SAN. SEWER KIT C� EASEMENT OR R/W 1 Jrf 1.25" LATERAL FORCE MAIN - FM FM - 1.25" LATERAL SAN. SEWER - - 1 ESMT OR RLW El SERVICE TO PROPOSED DWELLING ACROSS THE STREET TYPICAL FORCE MAIN & LATERAL CONNECTIONS UTILITY NOTES: 1. SANITARY MANHOLES ARE TO BE INSTALLED SO THAT THE FRAME AND COVER OF THE MANHOLE IS NOT WITHIN THE SIDEWALK. 2. TRACING WIRE SHOULD BE INSTALLED WITH THE FORCE MAIN. SEE DETAIL ON SHEET C-7B. 3. PRIVATE CONNECTIONS TO FORCE MAIN SHOULD BE MADE WITH A SADDLE TAP. 4. EVERYTHING PAST THE SADDLE TAP WILL BE PRIVATELY OWNER AND MAINTAINED BY THE HOME OWNER. 5. ALL LIPS FORCE MAINS (HDPE) SHOULD BE PRESSURE TESTED PER AWWA STANDARDS. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. J O U7 C rn CC) 0 v Z� O d4 U �' OCID 0 �� W �Lu �� v U r_� Z O � � W �.14 W O4 N ado 00 N Cq O G) 0 N O a 2 ° \ 0 4 Q 3 c d E d o+ ��pLTH OF w T C BRIAN C, MI CHELL o Lic, No. 035724 0912612022 oFFss/ONALENG\� 2 w c m rn c 0 U c 'C 3 r ti �j o C V8 `r N �) `o ^I O 0 ° U 0 0 a C L REVISIONS DATE ITEM w 0610212022 PER COMMENTS 09126 2022 PER COMMENTS c 3 1.2 0 d CL 0 0 a DATE ° 01-24-2022 SCALE C o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn .N v DESIGNED BY BCM / LEN r CHECKED BY -° c 0 PROJ.# c" .3 20140065 0 SHEET # C-3C r 0 rn C ao 0 coU o ��� -�-) bw U it •;.4 U o� 1 00 y� 0 M L) ,0 A a BRIAN C. MbTCHELI Lic. No. 035724 A 0912612022 , N l O Q W 4 � `1 do C4 O Y Q r� m �1 Ut Y c m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE r 01-24-2022 m SCALE c 0 r PROJECT MANAGER m BRIAN C. 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O rn C r n ao 0 V O d! U O � U Q) FO ULO W ��� U WC: Z r� U W U O 4� N W � oc cad .b ^ 3 00 N 04 o U o N �L ,ti c a ° 0 0 0 OI O Y � Q 0 E 0 IM c U Y T C '0 BRIAN C, M CHELL c Lic. No. 035724 09/26/2022 a OFFSS/ONALENG\ 1,0. ` w c r c 0 U c O L � o L arn >21 C O vT�^] — i ti E y o .� W r04� O o �� V c O 0 O l C O `T l I� CVTI U 7 0 0 V r _ a OT^ v� N L IM m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE 01-24-2022 SCA=50' C 1. =o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn N v DESIGNED BY BCM / LEN r CHECKED BY a C O PROJ,# c 20140065 3 O SHEET # C - 4B r o / 0 o o 0 0 1 0 / O O / 0 O /. 0 /. o o /' 0 o /. o.' o/ 9 ° ° 0 LO O ° d ° 0 °I o ° o °I o 0 0 o I 0 0 0 O ° ° O I 0 0 ° I O O O ° I o 0 ° 0 I ° o ° ° I ° o 1 0 0 0 0 1 0 0 ° O J' ° O ° ° / O O / ° O ° O ! O 0 ° O / ° O ° o/ O O O 0 o/ O o of 0: o o o/ ° O: o/ ° o ° O o/ O �. 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C) 2022 Townes Site Engineering STRUCTURE TABLE Structure Name STRUCTURE DETAILS STRUCTURE DESCRIPTION 1 RIM = 504.00 VDOT DI-5 2 INV OUT = 499.50 RIM = 503.80 3 2 INV IN = 495.35 VDOT DI-5 4 INV OUT = 495.25 RIM = 503.32 5 4 INV IN = 494.89 VDOT DI-3C (8ft) SB INV IN = 494.90 6 INV OUT = 494.80 5A RIM = 504.13 VDOT DI-3B (8ft) 5B INV OUT = 500.10 RIM = 503.32 7 6 INV IN = 494.39 VDOT DI-3C (8ft) 8 INV OUT = 494.30 RIM = 490.00 9 8 INV IN = 485.85 VDOT DI-5 10 INV OUT = 485.10 RIM = 490.14 11 10 INV IN = 482.02 VDOT DI-38 (6ft) 12 INV OUT = 481.92 13 RIM = 493.59 VDOT DI-3B (12ft) 14 INV OUT = 485.67 15 RIM = 493.49 VDOT DI-3B (6ft) 16 INV OUT = 486.18 RIM = 493.49 17 14 INV IN = 485.21 VDOT DI-3A 16 INV IN = 485.21 18 INV OUT = 485.11 RIM = 490.18 19 12 INV IN = 481.10 VDOT DI-3B (6ft) 18 INV IN = 483.92 20 INV OUT = 481.00 RIM = 476.40 20A 20 INV IN = 470.41 DRNG M/H 20B INV OUT = 462.58 21 RIM = 486.00 VDOT DI-5 22 INV OUT = 481.54 RIM = 483.83 23 22 INV IN = 479.84 VDOT DI-3B (8ft) 24 INV OUT = 477.78 RIM = 483.19 25 24 INV IN = 477.27 VDOT DI-3C (8ft) 26 INV OUT = 475.91 RIM = 483.55 27 26 INV IN = 475.10 VDOT DI-3C (6ft) 28 INV OUT = 475.00 RIM = 475.58 29 28 INV IN = 470.23 DRNG M/H 30 INV OUT = 463.28 RIM = 459.14 31 30 INV IN = 454.04 DRNG M/H 32 INV OUT = 452.06 RIM = 460.03 33 20B INV IN = 454.92 DRNG M/H 32 INV IN = 449.56 34 INV OUT = 445.35 35 RIM = 446.79 ENDWALL 34 INV IN = 444.00 37 RIM = 489.93 VDOT DROP INLET 3A, 3B, 3C 38 INV OUT = 478.46 RIM = 489.93 39 38 INV IN = 478.06 VDOT DI-3B (10ft) 40 INV OUT = 477.96 41 RIM = 485.13 VDOT DI-3C (6ft) 42 INV OUT = 479.19 RIM = 485.13 43 40 INV IN = 477.20 VDOT DI-3C (6ft) 42 INV IN = 477.99 44 INV OUT = 477.10 45 RIM = 483.00 VDOT DI-5 46 INV OUT = 479.50 RIM = 482.50 47 46 INV IN = 477.27 VDOT DI-5 44 INV IN = 476.22 48 INV OUT = 476.12 RIM = 485.12 49 48 INV IN = 475.49 VDOT DI-3C (6ft) 50 INV OUT = 475.39 RIM = 485.10 51 50 INV IN = 474.99 VDOT DI-3C (6ft) 52 INV OUT = 474.89 RIM = 468.49 53 52 INV IN = 461.00 DRNG M/H 54 INV OUT = 460.15 55 RIM = 461.25 ENDWALL 54 INV IN = 459.00 RIM = 447.63 59 59A INV IN = 442.36 DRNG M/H 60 INV OUT = 438.27 59B RIM = 457.00 VDOT DROP INLET 5 59A INV OUT = 451.13 RIM = 435.23 61 60 INV IN = 431.00 DRNG M/H 62 INV OUT = 425.26 RIM = 423.58 63 62 INV IN = 419.00 DRNG M/H 64 INV OUT = 412.56 65 RIM = 413.75 ENDWALL 64 INV IN=411.50 67 RIM = 483.59 VDOT DI-5 68 INV OUT = 480.20 RIM = 465.00 69 68 INV IN = 461.50 VDOT DI-5 70 INV OUT = 461.40 RIM = 459.00 71 70 INV IN = 455.50 VDOT DI-5 72 INV OUT = 454.75 RIM = 473.31 73 72 INV IN = 453.86 DRNG M/H 76 INV OUT = 453.76 RIM = 472.55 77 76 INV IN = 453.44 DRNG M/H 78 INV OUT = 453.34 STRUCTURE TABLE Structure Name STRUCTURE DETAILS STRUCTURE DESCRIPTION RIM = 447.77 78A 78 INV IN = 444.07 DRNG M/H 78B INV OUT = 429.95 79 RIM = 429.75 ENDWALL 78B INV IN = 426.95 81A RIM = 469.03 VDOT DI-5 81B INV OUT = 465.00 RIM = 469.17 81D INV IN = 462.29 81 81B INV IN = 464.80 VDOT DI-3C (8ft) 81F INV IN = 464.80 82 INV OUT = 462.19 81C RIM = 469.97 VDOT DI-3B (10ft) 81D INV OUT = 464.05 81E RIM = 470.25 VDOT DI-38 (8ft) 81F INV OUT = 466.19 RIM = 469.21 83 82 INV IN = 461.79 VDOT DI-3C (8ft) 84 INV OUT = 461.68 RIM = 463.85 85 84 INV IN = 460.00 DRNG M/H 86 INV OUT = 459.90 87 RIM = 461.25 ENDWALL 86 INV IN = 459.00 RIM = 440.19 89 89A INV IN = 435.10 DRNG M/H 90. INV OUT = 435.00 896 89A RIM = 457.00 INV OUT - 451.41 VDOT DROP INLET 5 RIM = 429.57 91 90. INV IN = 423.60 DRNG M/H 92 INV OUT = 417.61 93 RIM = 419.26 ENDWALL 92 INV IN = 417.01 RIM = 463.19 95 956 INV IN = 457.13 VDOT DI-3B (10ft) 96 INV OUT = 456.30 95A RIM = 468.65 VDOT DI-3B (10ft) 95B INV OUT = 463.03 RIM = 463.20 97 96 INV IN = 455.90 VDOT DI-3B (8ft) 98 INV OUT = 455.80 RIM = 459.01 99 98 INV IN = 453.09 VDOT DI-3A 100 INV OUT = 452.99 RIM = 441.96 101 100 INV IN = 435.92 DRNG M/H 102 INV OUT = 429.39 RIM = 405.29 102C 102E INV IN = 401.00 DRNG M/H 102D INV OUT = 394.74 RIM = 425.29 102A 102 INV IN = 421.00 DRNG M/H 102B INV OUT = 410.74 103 RIM = 395.11 ENDWALL 102D INV IN = 393.15 105 RIM = 475.50 VDOT DI-5 106 INV OUT = 467.63 RIM = 475.01 107 106 INV IN = 466.72 VDOT DI-3C (6ft) 108 INV OUT = 466.62 RIM = 475.14 109 109E INV IN - 469.22 VDOT DI-3B (6ft) 108 INV IN = 465.94 110 INV OUT = 465.84 109A RIM = 477.18 VDOT DI-3B (6ft) 109E INV OUT = 469.92 RIM = 465.00 111 110 INV IN = 461.50 VDOT DI-5 112 INV OUT = 452.13 RIM = 452.25 112A 112 INV IN = 447.00 DRNG M/H 112E INV OUT = 438.81 113 RIM = 439.96 ENDWALL 112B INV IN = 438.00 115 RIM = 473.54 VDOT DI-3B (8ft) 116 INV OUT = 466.28 RIM = 473.54 117 116 INV IN = 464.43 VDOT DI-3B (8ft) 118 INV OUT = 464.33 RIM = 471.44 119 118 INV IN = 463.92 VDOT DI-3A 120 INV OUT = 463.82 121 RIM = 470.19 VDOT DI-3B (6ft) 122 INV OUT = 463.07 RIM = 470.19 123 120 INV IN - 462.66 VDOT DI-3B (6ft) 122 INV IN = 462.66 124 INV OUT = 462.56 RIM = 468.38 125 124 INV IN = 461.47 VDOT DI-3C (6ft) 126 INV OUT = 461.37 RIM = 458.02 127 126 INV IN = 453.20 DRNG M/H 128 INV OUT = 450.10 RIM = 456.46 129 128 INV IN = 447.00 DRNG M/H 130 INV OUT = 446.90 131 RIM = 447.96 ENDWALL 130 INV IN = 446.00 133 RIM = 461.92 VDOT DI-3B (12ft) 134 INV OUT = 454.74 RIM = 461.92 135 134 INV IN = 454.34 VDOT DI-3B (8ft) 136 INV OUT = 454.24 RIM = 456.36 137 136 INV IN = 452.46 VDOT DI-3B (6ft) 138 INV OUT = 452.36 STRUCTURE TABLE Structure Name STRUCTURE DETAILS STRUCTURE DESCRIPTION 139 RIM = 453.05 VDOT DI-36 (6ft) 140 INV OUT = 446.05 RIM = 453.05 141 138 INV IN = 445.53 VDOT DI-38 (6ft) 140 INV IN = 445.53 142 INV OUT = 445.43 143 RIM = 458.00 VDOT DI-5 144 INV OUT = 454.50 RIM = 450.50 145 142 INV IN - 443.38 VDOT DI-5 144 INV IN = 445.31 146 INV OUT = 443.28 RIM = 447.86 147 146 INV IN = 441.98 VDOT DI-3C (6ft) 148 INV OUT = 441.88 RIM = 431.62 149 148 INV IN = 425.58 VDOT DI-5 150 INV OUT = 425.32 151 RIM = 427.25 ENDWALL 150 INV IN = 425.00 153 RIM = 451.51 VDOT DI-3C (6ft) 154 INV OUT = 443.81 RIM = 451.51 154 INV IN = 443.41 155 155B INV IN = 447.16 VDOT DI-3C (6ft) 155D INV IN = 443.41 156 INV OUT = 443.31 155A RIM = 451.50 VDOT DI-5 155B INV OUT = 448.00 155C RIM = 453.68 VDOT DI-3B (10ft) 155D INV OUT = 445.87 RIM = 453.00 157 156 INV IN = 442.01 VDOT DI-3A 158 INV OUT = 441.91 RIM = 439.96 159 158 INV IN = 436.34 DRNG M/H 160 INV OUT = 432.01 RIM = 426.13 161 160 INV IN = 422.13 DRNG M/H 162 INV OUT = 414.25 RIM = 405.03 163 162 INV IN = 400.00 DRNG M/H 164 INV OUT = 392.10 RIM = 388.19 165 164 INV IN = 383.90 DRNG M/H 166 INV OUT = 378.30 167 RIM = 379.95 ENDWALL 166 INV IN = 377.99 169 RIM = 506.43 ENDWALL 170 INV OUT = 503.64 171 RIM = 505.50 ENDWALL 170 INV IN = 502.71 STORM PIPE TABLE STORM PIPE FROM STIR TO STIR UPPER INV LOWER INV PIPE LENGTH SLOPE PIPE SIZE 2 1 3 499.50 495.35 110.93' 3.74% 15 IN. CL. III RCP 4 3 5 495.25 494.89 35.53' 1.00% 15 IN. CL. III RCP 5B 5A 5 500.10 494.90 84.77' 6.14% 15 IN. CL. III RCP 6 5 7 494.80 494.39 40.00' 1.00% 15 IN. CL. III RCP 8 7 9 494.30 485.85 142.50' 5.93% 15 IN. CL. III RCP 10 9 11 485.10 482.02 142.50' 2.16% 24 IN. CL. III RCP 12 11 19 481.92 481.10 40.06' 2.05% 24 IN. CL. III RCP 14 13 17 485.67 485.21 84.26' 0.55% 15 IN. CL. III RCP 16 15 17 486.18 485.21 40.00' 2.42% 15 IN. CL. III RCP 18 17 19 485.11 483.92 157.34' 0.76% 15 IN. CL. III RCP 20B 20A 33 462.58 454.92 63.80' 12.00% 24 IN. CL. III RCP 20 19 20A 481.00 470.41 132.37' 8.00% 24 IN. CL. III RCP 22 21 23 481.54 479.84 142.49' 1.19% 15 IN. CL. III RCP 24 23 25 477.78 477.27 44.99' 1.13% 15 IN. CL. III RCP 26 25 27 475.91 475.10 40.74' 2.00% 15 IN. CL. III RCP 28 27 29 475.00 470.23 119.21' 4.00% 15 IN. CL. III RCP 30 29 31 463.28 454.04 76.97' 12.00% 15 IN. CL. III RCP 32 31 33 452.06 449.56 345.05' 0.72% 18 IN. CL. III RCP 34 33 35 445.35 444.00 31.50' 4.29% 24 IN. CL. III RCP 38 37. 39 478.46 478.06 40.00' 1.00% 15 IN. CL. III RCP 40 39 43 477.96 477.20 99.97' 0.76% 15 IN. CL. III RCP 42 41 43 479.19 477.99 40.00' 3.00% 15 IN. CL. III RCP 44 43 47 477.10 476.22 66.90' 1.32% 15 IN. CL. III RCP 46 45 47 479.50 477.27 116.41' 1.91% 15 IN. CL. III RCP 48 47 49 476.12 475.49 62.73' 1.00% 18 IN. CL. III RCP 50 49 51 475.39 474.99 40.00' 1.00% 18 IN. CL. III RCP 52 51 53 474.89 461.00 141.51' 9.81% 18 IN. CL. III RCP 54 53 55 460.15 459.00 28.68' 4.01% 18 IN. CL. III RCP 59A 59B 59 451.13 442.36 68.48' 12.81% 15 IN. CL. III RCP 60 59 61 438.27 431.00 60.58' 12.00% 18 IN. CL. III RCP 62 61 63 425.26 419.00 52.17' 12.00% 18 IN. CL. III RCP 64 63 65 412.56 411.50 41.52' 2.55% 18 IN. CL. III RCP 68 67 69 480.20 461.50 228.52' 8.18% 15 IN. CL. III RCP 70 69 71 461.40 455.50 124.00' 4.76% 15 IN. CL. III RCP 72 71 73 454.75 453.86 178.33' 0.50% 24 IN. CL. III RCP 76 73 77 453.76 453.44 41.37' 0.76% 24 IN. CL. III RCP 78B 78A 79 429.95 426.95 51.63' 5.81% 24 IN. CL. III RCP 78 77 78A 453.34 444.07 77.29' 12.00% 24 IN. CL. III RCP 81F 81E 81 466.19 464.80 69.01' 2.01% 15 IN. CL. III RCP 81B 81A 81 465.00 464.80 24.67' 0.81% 15 IN. CL. III RCP 81D 81C 81 464.05 462.29 104.17' 1.69% 15 IN. CL. III RCP 82 81 83 462.19 461.79 40.13' 1.00% 15 IN. CL. III RCP 84 83 85 461.68 460.00 85.49' 1.97% 15 IN. CL. III RCP 86 85 87 459.90 459.00 89.01' 1.01% 18 IN. CL. III RCP 89A 89B 89 451.41 435.10 82.72' 19.71% 15 IN. CL. III RCP 90. 89 91 435.00 423.60 44.24' 25.76% 18 IN. CL. III RCP 92 91 93 417.61 417.01 30.68' 1.95% 18 IN. CL. III RCP 95B 95A 95 463.03 457.13 121.03' 4.87% 15 IN. CL. III RCP 96 95 97 456.30 455.90 40.00' 1.00% 15 IN. CL. III RCP 98 97 99 455.80 453.09 115.77' 2.34% 15 IN. CL. III RCP 100 99 101 452.99 435.92 167.55' 10.19% 15 IN. CL. III RCP 102D 102C 103 394.74 393.15 47.69' 3.34% 15 IN. CL. III RCP 102E 102A 102C 410.74 401.00 81.17' 12.00% 15 IN. CL. III RCP 102 101 102A 429.39 421.00 69.94' 12.00% 15 IN. CL. III RCP STORM PIPE TABLE STORM PIPE FROM STIR TO STR UPPER INV LOWER INV PIPE LENGTH SLOPE PIPE SIZE 106 105 107 467.63 466.72 90.49' 1.00% 15 IN. CL. III RCP 108 107 109 466.62 465.94 67.80' 1.00% 15 IN. CL. III RCP 109B 109A 109 469.92 469.22 98.75' 0.70% 15 IN. CL. III RCP 110 109 111 465.84 461.50 101.07' 4.30% 15 IN. CL. III RCP 112B 112A 113 438.81 438.00 33.35' 2.43% 15 IN. CL. III RCP 112 111 112A 452.13 447.00 42.79' 12.00% 15 IN. CL. III RCP 116 115 117 466.28 464.43 40.00' 4.62% 15 IN. CL. III RCP 118 117 119 464.33 463.92 58.96' 0.70% 15 IN. CL. III RCP 120 119 123 463.82 462.66 105.26' 1.10% 15 IN. CL. III RCP 122 121 123 463.07 462.66 40.02' 1.00% 15 IN. CL. III RCP 124 123 125 462.56 461.47 109.87' 1.00% 15 IN. CL. III RCP 126 125 127 461.37 453.20 157.75' 5.18% 15 IN. CL. III RCP 128 127 129 450.10 447.00 259.96' 1.19% 15 IN. CL. III RCP 130 129 131 446.90 446.00 26.11' 3.45% 15 IN. CL. III RCP 134 133 135 454.74 454.34 40.00' 1.00% 15 IN. CL. III RCP 136 135 137 454.24 452.46 50.78' 3.51% 15 IN. CL. III RCP 138 137 141 452.36 445.53 67.24' 10.16% 15 IN. CL. III RCP 140 139 141 446.05 445.53 40.00' 1.30% 15 IN. CL. III RCP 142 141 145 445.43 443.38 51.17' 3.99% 15 IN. CL. III RCP 144 143 145 454.50 445.31 129.30' 7.11% 15 IN. CL. III RCP 146 145 147 443.28 441.98 85.84' 1.52% 15 IN. CL. III RCP 148 147 149 441.88 425.58 224.31' 7.27% 15 IN. CL. III RCP 150 149 151 425.32 425.00 23.21' 1.40% 18 IN. CL. III RCP 154 153 155 443.81 443.41 40.00' 1.00% 15 IN. CL. III RCP 155D 155C 155 445.87 443.41 122.60' 2.00% 15 IN. CL. III RCP 155E 155A 155 448.00 447.16 16.76' 5.00% 15 IN. CL. III RCP 156 155 157 443.31 442.01 130.05' 1.00% 15 IN. CL. III RCP 158 157 159 441.91 436.34 163. 60' 3.41% 15 IN. CL. III RCP 160 159 161 432.01 422.13 82.71' 11.95% 15 IN. CL. III RCP 162 161 163 414.25 400.00 118.72' 12.00% 15 IN. CL. III RCP 164 163 165 392.10 383.90 68.35' 12.00% 15 IN. CL. III RCP 166 165 167 378.30 377.99 30.59' 1.01% 15 IN. CL. III RCP 170 169 171 503.64 502.71 28.00' 3.31% 24 IN. CL. III RCP VJZ �W C:W Z �W OW O lC) O d0' U O�^Vrl a�coco 0 U F-I O .in 1-3 � 0 .--I G 0 0 �U 0 a O Y fn Q BRIAN C, MIfrCHELI Lic. No. 035724 ,* 0912612022 -9 c 0 E 0 0+ c T r^ i v1 O O � q w REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS DATE 01-24-2022 scALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / LEN CHECKED BY PROJ. j 20140065 C=SHEET ,¢' C-4D H in 0 c 3 0 m L OF � — 01 wz / 03 \ oa _ I / 200-00-00 .0223 I / /61 / I y / / / 96 ss 00 GRACE BAPTIST ICOUR H; I \ Sew ss \ \ /7 I I BRUCE CATLETT, EMM E CAR9EN & RUTH HOHANSEN TRS I ( I I I I I I 55 62 _ T I 54\ \° 4 \ \_/ )/ / 81 87 86g 84 i\I\1 \ \ \ 43 I/ \ \ /� / / / '3 I I Sy I I 1 \ 2 g 96 8 // / / / � l \ / I ,. \ - � / / / / / / / '- III I I '• I I \ � \ \ / # / I I I I I I I II/ r/ \ 64 44 48 45 i / I I 1 xo- // / / / / / 1 I I 1 I\♦ 5 \\ \`� _ / .. I 1 1 \I ' (.f,(,,,/��`II'// / I ---- I 7 _ J 47 \ \ \ �/ ' , w , , / ,/I / / / , I I `"' ` \ Y 4`W 75 i6 / \ ff♦ \'- ae'-- 1 1 I \ i I I I � 1 l � 1; ' I 1 1 //�+ - - / / / _- `♦ �� ` ` ,'"_ _-�-__ -'--• � _ \ \ ,.�/ `.\ `� 1 I � / / Aiw�w I / 1 \ \ I ! I 1 I 1\ % ' � � ' I . . / (/ -- -_ �.` ` _` -- \ \\ -.. / / , \ . `I /'''' I , i i I j } I / I /�' � v / /� / // l-- / ♦� / i II I I 1 `- � I 1 I 1 I -._ --- --- -- __ -- -- - _ - � _� � . ♦`--n°''-= _ _ I 1 — — _ i i i mil/ `7 \ — 1\----- , \ _--�1---- --- ' r s' / __ ♦ 1 , ' ' —'u___ — _____'"s \\ \� \ .: — '' / i '' j /� E yIS' ° r _IN — —W ---Q/ 154 AT 158 -------------- 157 190 \ \ `\ - _- _ I \ 1561 0 ° \\--------\ \ \ \ \ _ _ \\ \ \ / I M�bQ I N S ��. C /03z00-00-OOz022� / / / "TH Q / o 0 0 0 0 0 ° ° ° ° \° ° Q °\\\ \ \\\ // Dt 3 { 4\ \ --- '// // /D 0362ERG8D71R B RTOTYBURSK(G I' I i I I t \ \ 0 200-0 00-022J0 ° ° ° ° \ \ \ 1 \—_�\—� / / \ \ D.B. 1 2 P� 109 I I A♦�DT1ME LLC ° ° ° \1/`\�D.9. 2Q43,/PG. 21 _ o 86 \\\ \ \\ \ \ o° \\ \\ �\\ ----� -- _ \\ \. \ I, � I I i ,/ ///�/ ✓�\ \_ ,� � I � I � I I\I\.\I i I, I I I � 1 � � 1 � i /n: AUGER PROBE TABLE Auger Refusal Stake # Depth DepthlEnd of Probe Additional Notes 3 20' 14' Hard Pan 6-12', Weathered Rock 13' 4 15' 15' Hard Pan/Weathered Rock 9' & 13' 7 30' 25' Hard Pan 15' 8 25' 19, Hard Pan 15' 19 10' Hard Pan — TV Weathered Rock 4-5' 24 10' 10' 25 10' 10' 26 10' 10' 27 12' 12' 28 10' 10' 31 10' 10' Hard Pan at 5', Weathered Rock 10' 35 10' 10' 36 30' 30' Weathered Rock/Hard Pan 15' 37 30' 15' Hard Pan 15' 38 35' 35' 39 35' 17'/2" Hard Pan 17'/z" 40 25' 25' 41 5' 5' 42 20' 20' WeatheredRock 10' 43 12' 12' 44 5' 5' 68 10, 10, 69 10, 10, TEST PIT TABLE Stake # Depth Additional Notes 1 8' CL, WeatheredRock 2 10, Soft WeatheredRock 3* 20' Hard Pan/WeatheredRock 3.6', Refusal at 61— Auger Probe was also done in this area. 4* 15' Hard panWeathered Ibck 37', Refusal at T5"— Auger Probe was also done in this area. 5 10, CL, WeatheredRock 6 10, ML 7* 30' Hard Pan, WeatheredRock 313', Refusal at 13'— Auger Probe was also done in this area. 8* 25' Hardpan, pale yellowgray soil6-13', Refusal at13' —Auger Probe was also done in this area. 9 10, Soft WeatheredRock, Saperlite 10 10, ML, WeatheredRock/Hard Pan at 10' 11 10, ML 12 15' ML 13 20' CL/ML 14 15' ML, Weathered Rock 15 8' ML, Weathered Rock 16 12' ML, Weathered Roak 17 10, ML 18 10, ML, WeatheredRock 19* 10, Hard Pan 6"2', Refusal at 2'— Auger Probe waalso done in this area. 20 10, ML 21 10, ML 22 10, ML 23 10, ML, Soft Weathered Rock 29 10, ML, Saperlite 30 10, WeatheredRock 31* 10, Refusal at 2'--Auger Probe was also done in this area. 32 8' ML 33 5' ML, Weatheredrock 34 12' Soft Weathered Rock, Saperlite 35* 10, Hard Pan 2- 6', Refusal at 6'— Auger Probe was also done in this area. GRAPHIC ( IN FEET ) 1 inch = 50 f#. O O d0' O�^V U co 5 rty-I U f-I •N '4�� c O +' c rn �.2 I w 0 m m 1° may N 0 Q� N 0 � U a Y U) Q BRIAN C, MIIfCHELI Lic: No. 035724 ,* 0912612022, O � q � o N O t N REVISIONS DATE ITEM w` 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS m c 0 0 C CL ° a DATE 01-24-2022 SCALE 0 o t PROJECT MANAGER BRIAN C. MITCHELL, P.E. b, DESIGNED BY BCM / LEN t CHECKED BY c 0 PROJ.j, c 20140065 3 0 SHEET ,¢' � C — 5 t H - _--- /. . / 16' ACCESS ► // j .1/ �s L . 1"=30' EASEMENT/ Y / EN 20 I / 6' PERFORATED -----/ FILTWRAPPED N ` - 80TT4570� V \\- ZW�e r oRE fF9 - \ \ / /�/ / B,M'P & D�RAINAGE/, _ p+ �c.0'e / ,�,/i //EAS,EM '(PQBLIC) / / /�'/ ' ' /,' / / / 'r 1 / / . ASS ---- - - i/ >1''''/i//'i////i ----- --� -------------- --------"'HS--'- '' / /.M�" i , ----------------- _--- ---- _------------- 1:3 8' WADE BERM 460- TOP ELEV: 460.0 0 <10 w �N M CD 13 M M N^� DO ouzo / II - Q0-j / U) NOZ / 450- /t 1A .1 9A / 6 1� 0J do +0D o / II CD B9*OM ELEV- aa7 nn • R in VARIABLE - N WIDTH 4 ENERGY * DISSIPATER INV. 452.25 2" MIN. WASHED GRAVEL 6" PERFORATED HDPE WRAPPED V FILTER FABRIC 95X COMPACTED FILL MUST'B PLACED BELOW STORM SERER STRUCTURES do PIPES IN FILL 04LO YV`IYy 0 00 / / \ ----- - /---- 1` -- 3MF1 5 P OFILE 47 m rn O1.In Ian ropy N� I NriF .. II m m E qapj InnFZ 8' WADE BERM TOP ELEV. 460.0 1' --BOTTOM-ElfV: L=89.01 \ / 457.00 =1.61% Rep CLASS III D=16• a rn / VARIABLE 0 -/ N WIDTH v ENERGY n v / * DISSIPATER rn n / 1.0 0% I oazo / INV. 452.25 °0 II -0 / 2" MIN. WASHED 450- o z z / GRAVE Ins In -- / PERFORATED / HDPE WRAPPED / IN FILTER FA RIC / / PLACED BELOW Inert SENER / 9A S7RUC71RES& PES IN c7LL kkk =82.7, 19.71% -15 RCP CLASS III / 4,3 o.rrl 460- CLAY CORE I //' / / lilll l ll11111I IIII iilll,l' l 111/l'/'lull/ill SG"ALE: i"=30 %IIII//I ///llllll// / l I 11 I Illll ll IIII %llllll/ ' l l //llllll dill 'llll II I I l l'l 111111/I/ll l llI /Il/I �J llllll ,1 '1111'/11 //1I, "I'l /,'/l/l1,111/llll l l 111 / l/1/Ill llllll lull ll 111 111 /Il ll1��,11 llllll///„/ i�llll�llllll1111//llllll/ l/ l1, I, 1, / ll 11l IIII//llllll '� IIII I ll IIIllllll l ll1 /IIII / ,a'. ,IIIII, l l 1 l u l l l I l I l l, I l / /i/ll ll lull/I Ill l Ill /l lI / l I 4 /i�l �Ill'illl IIII/ llllll I' i/ 1 llllll' l' i 111 / 'PL.UN POOL Wf I I I 24' D EEEP RIPRJ{P y CLASS I W/ FIVIER , ,r4.58.0 FAWC/UMRERVI�MENT IGPO. MW11i ENERGY DISSIPATER 2+ 5 I \ / f\\,20' DRAIN GGE / / / 1 \\. '``,EAR NTH /.I PUB I ^/ i BOTTOM ELEVt 457.00 /------------- VARIABLEDI WIDTH_ GY_ -- GY DISSIPATER, PERFORATED, - // VC WRAPPED IN- -- - ---- /`1 FABRI • Mulch Layer • The mulch shall be uniformly applied approximately 2 to 3 inches in depth on top of planting soil. • An acceptable mulch layer shall include shredded hardwood or shredded wood clips or similar product. • Of the approved mulch products all must be well aged, uniform in color, and free of foreign material including plant material. • Mulch shall be free of weed seeds, soil, roots, grass or any other substance not consisting of either bole or branch wood or bark. NOTES: 1. SOIL EVALUATION MUST BE VERIFIED BY A QUALIFIED PROFESSIONAL FOR COMPOSITION, PLACEMENT AND DEPTH PER THE PLANTING SOIL MEDIA GUIDELINES AS PRESENTED ON THIS SHEET. 2. RAIN GARDEN CONSTRUCTION SHALL NOT COMMENCE UNTIL THE SITE IS FULLY STABILIZED AND ALL EC MEASURES HAVE BEEN APPROVED FOR REMOVAL. 3. ALL GRASSED SWALES AND SURROUNDING GRASSED AREAS SHALL BE FULLY STABILIZED AND THE RAIN GARDEN EMBANKMENTS SHALL BE SODDED PRIOR TO PLACING THE RAIN GARDEN IN TO OPERATION 4. A MINIMUM OF 3 SOIL BORING LOGS PER BASIN SHALL BE PROVIDED TO EVALUATE SOIL SUITABILITY FOR THE PROPOSED RAIN GARDENS AND TO ENSURE THAT THE SEASONAL HIGH WATER IS AT LEAST 3 FEET BELOW THE FILTER BED PRIOR TO INSTALLATION OF EACH RAIN GARDEN. 5. A DENSE COVER OF WATER -TOLERANT, EROSION -RESISTANT GRASS OR OTHER VEGETATION MUST BE ESTABLISHED. RECOMMENDED GRASSES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: KENTUCKY-31 TALL FESCUE, REED CANARY GRASS, REDTOP, AND ROUGH -STALKED BLUE GRASS, NOTE THAT THESE GRASSES CAN BE MIXED. 6. MONKEY GRASS SHALL BE PLANTED OVER MULCH LAYER TO STABILIZE THE MULCH. 7. THE ENVIRONMENTAL ENGINEERING INSPECTOR WILL BE NOTIFIED WHEN THE INITIAL GRADING IS COMPLETE AND THE UNSUITABLE EXISTING SOIL HAS BEEN EXCAVATED PRIOR TO INSTALLATION OF THE UNDERDRAIN SYSTEM. 8. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS AND CONTINUE UNTIL ONE YEAR AFTER STATE ACCEPTANCE. BIORETENTION AREA GRASS CK EXISTING GROUND r12" MAX. PGNDING DEPTH '• PLANTING SOIL 25' SGL NEDIA • MULCH TO BE SHREDDED AS NOTED HARWOOD OR HARDWOOD CHIPS 3' PEA GRAVEL THE RECOMMENDED MORETENMON SOIL MIXTURE IS MIN O GRAVELO 1Y WASHED GRAVEL GENERALLY CLASSIFIED AS LOAMY . MIN SAND ON THE USDA TEXTURE MANGLE. WITH THE FOLLOWING 6' PERFORATED HOPE TO COMPOSITION PER THE VA DIED DAYLIGHT O IS 1 2• - 20 SrORMWATER DESIGN WRAPPED IN FILTER FABRIC ASHED SPECIFICATIONS NO.9 GRAVEL -M Ta 1u2saL PINES: AND MODIFIED DETAIL FOR -3x TO 5% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 5 (NOT TO SCALE) BIORETENTION AREA EXISTING GROUND ASS r12' MAX: PONDING DEPTH F PLILNG 5' SOIL MEDIA • MULCH TO BE SHREDDED AS NOTE , ..3' HARWOOD OR HARDWOOD CLAPS PEA GRAVEL •N THE RECOMMENDEDOILMI R G E SGL 2" MIN O GRAVELO ' 12' WASHED GRAVEL ALLY CLASSIFIED AS LOAMY GENERALLY SAND ON TEUSDATEXTURE SAND THE USDA UE FOLLO MITI THE FOLLOWING 8' PERFORATED HDPE TO COMPOSITION COLIPOSITON PER THE VA DEG O 1% 1/2S - 2' STDRMWATIO DESIGN WRAPPED IN FILTER FABRIC ED IN FILTER WASHED SPECIFICATIONS GRAVEL TO AND � TO 129 SOIL FINES,` ND MODIFIED DETAIL FOR -311 ro 5X ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 6 (NOT TO SCALE) Bioretention Basin Adjacent to a Drainage Swale I BIORETENTION AREA LIMIT- \ A FLOW IILOW CONCRETE CHECK DAM 3:1 MAX. (TYP.) 15' FLOW =ENO- PLAN VIEW (NOT TO SCALE) �xw� Proposed Glrad I+- BIORETENTION AREA MAX. PONDED WATER DEPTH (9'INCHES) SECTION A -A' (NOT TO SCALE) II-5.DWG BERM SWALE NOTES: 1. PLANTING SOILS SHALL BE PLACED IN MAXIMUM 12" OR LESS LAYERS AND SHALL BE LIGHTLY COMPACTED. BIORETENTION AREA PLANTING SPECIFICATIONS 1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED 2. WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL 3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES (6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE 4. THE PLANTING SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL AT THE BOTTOM OF THE PIT SHALL BE TAMPED BY HAND. 5. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS' BALL NEVER LIFT BY BRANCHES OR TRUNK) 6. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE THE FINAL GRADE. 7. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE. 8. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND THE EXPOSED BALL. 9. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES. STAKES SHALL BE PLACED PARALLEL TO WALWAYS AND BUILDINGS. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THE STAKES. 10. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE CHEMICAL FERTILIZATION PLANTING DATE GUIDELINES BALLED AND BURLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED BETWEEN MARCH 15 AND JUNE 30 OR BETWEEN SEPTEMBER 15 AND NOVEMBER 15. GROUND COVER EXCLUDING GRASSES AND LEGUMES CAN FOLLOW THE TREE AND SHRUB PLANTING DATES. GRASSES AND LEGUMES TYPICALLY SHOULD BE PLANTED IN THE SPRING OF THE YEAR. TOP ELEV 4" 2 R 8" FLOW - 2' d� .a ',q .d ••d I ° e ° 7 '.d e ° / : d <^ " +d 18" e CONCRETE CHECK RAfl (MODIFIED/DRY 610-6) Maintenance/Inspection Guidelines The following maintenance and inspection guidelines are not intended to be all inclusive. Specific Facilities may require additional measures not discussed here. A schedule of recommended maintenance for bioretention areas is given in Table 3.11-5. The table gives general guidance regarding methods, frequency, and time of year for maintenance. Planting Soil Urban plant communities tend to become very acidic due to precipitation as well as the influences of storm water runoff. For this reason, it is recommended that the application of alkaline, such as limestone, be considered once to twice a year. Testing ofthe pH of the organic layer and soil, should precede the limestone application to determine the amount of limestone required. Soil testing should be conducted annually so that the accumulation of toxins and heavy metals can be detected or prevented. Over a period of time heavy p p vy metals and other toxic substances will tend to accumulate in the soil and the plants. Data from other environs such as forest buffers and grass swales suggest accumulation of toxins and heavy metals within five years of installation. However, there is no metbodology to estimate the level oftoxic materials in the bioretention areas since runoff, soil, and plant characteristics will vary from site to site. As tDetoxicsubstancesaccumulate,theplantbiologicfunctionsmaybecomeimpaired,andtheplant rh experience dwarfed growth followed by mortality. The biota within the soil can also become void and the natural soil chemistry may be altered. The preventative measures would include the removal ofthe contaminated soil. In some cases, removal and disposal ofthe entire soil base as well as the plant material may be required. Mulch Bioretention areas should be mulched once the planting of trees and shrubs has occurred. Any ground cover specified as plugs may be installed once the area has been mulched. Ground cover established by seeding and\or consisting of grass should not be covered with mulch. GRAPHIC SCALE 30 0 Is 30 so ( IN FEET ) 1 inch = 30 ft. LEGEND FINISHED GRADE AT C/L - - - - - - - - - DaST. GROUND AT C/L SCALE: HORIZONTAL: I" = 50' VERTICAL: 9 " = 5' O O In co U z�14�4^a a) E UFO 0r W `� � � Z r-I b0 _ U Fr O -4 c a ' W � .� 1 0 C 0 N W O r- --I L D3.� ^ 04 3 r p.R t 1.14 0 0 F2 Co �04 N o U O N 0 U 10 c 04 2 U 0 v rn m 40-' O = m a m Q 3 ,e c N E a) RT pLT H pf ` c T c U y � BRIAN C. H CHELL o Lic. No. 035724 0912612022 O�FSS/ONALENG\� a m c m O r^ q1-4 q1� O E,, E" q � N Q W REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS DATE 01-24-2022 scALE AS SHOIPN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / LEN CHECKED BY PROJq 20140065 SHEET C - 8 c 0 U g 478.93 480.55 BVM 14+47.1 482.17 \ 483.63 \ I 8 484.82 \ 485.74 \ r x 5 Nv� H � N + 06.40 4 488.79 m I g 486.91 I I.?* PLUG BLOW -r I 486.77 I I EVCS: 16+47.1 486.36 I I 05.85 484.83 %a 12' G. V. 12' CR5 12 8 Q` frl N �S 2 r n y D 484.32 8' G. V. I I BVM 17+65. • 484. sip B 483.80 l! I I 18+15. E: 482. N o u 00 J CO o o N A , N 2b g 483.19 FlR HYDRA T I I / EVCS: Z EVK 482.49 - I I MA.. 95 BVCS: 16+40. (n TOP= 2.2J OVE k k k 2 Z - M O -7 F rI 481.78 q I I I INV. T= 475.10 7.94 196 C 481.28 .y� M .203 --I g 480.97 / �L // I l IN MA.- TOP= INV l INV. l IN K . OUT= 7 o.91 =469.2 =473.71 1= 473.91 196 204 04 rr s r z �� N y m �j N-1<Lr,a :5OD m rn + o w 460.90 481.07 / / REMOVE EX 8' UG 481.45 N O o ti 8 482.07 482.91 z 483.98 c� EVCS: 20+62. 484. 03 485.25 MAH- TF 11\ XN\ STA. TOF=485.50 t2 20+7 .73 Q 8 486.55 INV OUT= 75.29 2- EX 15-4 487.86 \ y �I l ' 489.16 _ 4�'� 0 0 O �\ M : 2. 2+32.50 P-493.27 IN=476.25 3 . IN=476.35 1 T INV. IN - 2 - 2 V g 491.76 _ - II B • 22 15,98 S :13 BVCE 2.59 493.06 0 �,i.:.; 494.31 ;q, a NA g• FIRE 8• G.V. 1� HYDRAN T IN 22+ =49 . .OUT= 8.00 485.67 1 \ 4.50 5 __ ` LENS & L RK DRI E EAT Lb 22+ 495.50 N � 5 SjN�jD O Jan,15 FD 'i g 496.63 No m ai m 497.71 1 498.73 2 4VC-E: 65.98 99.35 499.69 I N til ./ I I 8 500.64 in •� I <� Z 501.59 1 502.54 lJ� 503.49 coo A- 8 504.44 505.39 506.34 \ sr;-s 8' G.V. \ 507.25 8-TEE ST EP RO PL +85.5 y LE AS& qLA DOE: 2 +89.50 �I sib 5 V O I O S•iA. � N N m O t- � I oo �N 0 z C. 1 ti NORTH POINTE SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering CLIFFSTONE BOULEVARD PROFILE 5 25 MPH DE IGN SIPEED HI PT ST 22+2 .00 IN C EST VAL UE.- • 1 HIGHVI PTA: 1+78M 6 MIN AG K VALUE- 26 PM E :484.54 IGH PT STA: 1 84.30 MI SSD. 155 T L1 c,1 0.00 HI ELEV: 469.39 PA S .30 80 ao 8 A:15+0 LOW PT STA: 18+00.00 w OW PT LOW PT A: 11+ ELEV .08 1.48 I'M V: 468,23 LOW PT ELEV. 472.73 tO vi �i vi a :25.78 VI STA: 8+50.00 + a n 473.50 .98 PA E a, �' K: N cn m a1 Q _ L :34.39.9 :300.00 M� ~' OaD� LVC 1 0.00 m 49 �yy Ym + an �4J ' '4 Sp 1A m z +� Gt0 Hm V> IF `�nja m W I, ZS m L>S W U m w m w o-( 4K m -- J m 10 v� m m / / — .5' MIN N / — \\ ~ ��II� if �� / / +N M / _ _ \ NN z g .a 8"0.1.W UN C p J' N / FO» zz w Z \ 515 SS LAT' 1 LA I LAT I SS LAT / _ / 1 rMIN FORCE / 1.55 / 47 ' UN "'.M.W F. LAT XING }y / NE II — 3. MIN . O , WA c3T BocO IZ z // 1 LAT F W T NG u� I F. LAT / 11�, W/L XI 2 00 21 00 22400 23 00 n a / F. ING I G o 8 m 46C'I o+"S L �O N N /�? / . /. II IW%L NG fn F io EX R NDABO T 1 �Nz n�I / eo eo 0 14 z f~AF_ / / • HO / // h �11 I In c N b am 4a Q k W y� '� W22 2 W �22 N� y u2~ At, IF. W LAT XING IF. LAT _i • W XING W22 49 y 2 \ / 1 / 1 M XING *00 FORCE UAWO ` + f.. UT W%L LAX NG 0. 0% W NGi— /IF ..1 — m / 1, L -- = -- 156 15 RCP RUN 9+ % Sal. III N/� _ _ / / z _ f -� LSE m El- 1A- ___ / a N >_I / U %0 \ xixd m a0 m+ :o SS LAT /5Z o cog N / Ic COAOF CM RIOW 4 VE0 A SMRM U MUST Bf 00 ` � c3 ^ ` Z'' 47 8+00 9+00 10400 11400 12 00 1 00 1 00 1 00 18 00 17 00 1 00 igloo 23 00 2 00 2 00 26 00 LEGEND FINISHED GRADE AT CIL EXIST GROUND AT CIL SCALE: BRIAN C. MDTCHELI Lic, No, 035724 A 0912612022 , 2 Y Q ti Q 2 �i I REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS a DATE r 01-24-2022 SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. cc.N v DESIGNED BY BCM / LEN r CHECKED BY a c 0 EXIST. GROUND 50' RT OF CIL EXIST GROUND 50' LT OF CIL HORIZONTAL: > " = 50' VERTICAL: > " = 5' PROJ.# c 20140065 .3 0 I o 0 0 \ \ 1 ro 0 o \ Nk D_ \ Z 4" PL \ STR: 4" G.V \ \ STA. TOP=459.01 +50.69 \ INV. IN=453.09 98 IN\OUT- \ o g\ g 4" 22. ' BEND0'o16� 1y, Z y TR: 9 STR 95 B 10+6 49 x A. 10--65.U----79TA 10+65l,79 1 B : 46,3F04 11 OP=46 .20 TOP 1463.19 21 y W. lijl= NV. U 55.90 = 455. 6 98 INV. INV. IN=45 OUT= .13 95B 456.30 6 , �, 4 2 l i'j \ O P p m y EVC • 11++118 499 ,00 } 4" 11.2 ' BEND \ Wx4" F EDUCER o \ 8"x6" I 6" G.V. EE m Va. \ FIRE H RANT s 11+.48 S. ro 6" 11. 5' BEN VMS: 11 95.60 g x� x Z �ONDG��jD O \ \ \ O w � g a 6" 11. 5' BENC \ STEEP ROCK P • 13+1 .51 \ 8" TEE 8"x6" 6" G.V _ \ VMS 1 45.60 8" 11. 5' BEN it g / X 5 z 8" 11. 5• BEN g X Z / STIR: 81 / TOPS 9.97 o a INV. Too 46405 81D 8" 11. 5' BEN fo • V B 489. TA. 18 18.74 STR:81 OP=46 21 STA. 16+22.01 TOP=469.17 INV. OUT= 461.6 84 2 INV. IN=462.29 81D �oE �'� INV. IN=464.80 81Bf / p 81F -4 INV. IN=464.80 INV. OUT= 46219 82 / $ !4"!+ _ K STIR: 81 E CPA m $; `� / STA. 16+91.02 c 8 TOP=470.25 o INV. OUT= 466.1 81F �( z c� ST . 17+55.13 EW-' 473.2 1 u T =473. 1 v! IN .OUT= 453.76 78 z g \ \ G Z� 8"X6" \ \ FIRE HYDRANT \ NNN m \ BVMS: 19+15. 3 WE 02 3 \ (/) \ M \ �+ m m :U g Li c \ S1 EEP ROCK PL 0+16.6 :o m 4 N m D y p RETREAT OOP: 11400.00 \ 0 ILL m yenl� � :O STR:3 STR:3 " �O O e \\� STA. OV. +73.11 STA. 2 73.0 NIN 478 38 INV.% T=9 47 46 38 TC - 0 7 B m 11J" T-- 4.7 QA An N k k k 2 o oIm wo Im x EVCS 21+15. 7 y 0 L NE -07C EVM 491.E z A a o v ' • o o -ai a �� \ N\ J ~ 1 \ r_ n v� " vl r\• t- b � I oo �N 0 I I 0 0 z C. 1 ti NORTH POINTE SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering b I t `ty a b b 0 I I 0 Ol V m � N t Qw I 8"x6" E \ \ FIRE HYDRANT \ \ m \ BVCS: 19+15. 3 B 482.(31 \ m Z2c�ii Q== g y y � \ S EP R PL• 0+16.6 � � In � CIO RETREAT OOP: 1 +00.00 \ 1°' C STR:3 e STA. +73.11 STA. 2 +73.0 NOV. I 478.0 38 WGv 0 T=947 38 M A C C O B .46 g s, s_ s, s: s, s, s, s: s, ' �� EYCS: 21 t15. 7 LINE C 0 C :491.6 .xs \ N \ 8 � \ X_ \ \ O \ O \ 8 \ 8"x "TEE czi N�— FIRE HYDRA T \\ VCS: 2 71.20 8 '�1 O I 1 1 D ON1�N cis J�o�i � I . rn N fN / $ cis VCS: 2421.20 X / Zr / 1 v rn I BVCS: 26+00.20 BVCE: 503.72 x — z c�1 STIR 7 STR:S ro STA 26+6 04 STA. 26+6 .04 5 5 � TOP=503. � INV. IN=49 39 6 INV. IN=4 89 4 �tm INV. OUT— 94.30 INV IN=49 90 58 � IN OUT— 494.80 p O \ \ V SON \ y \ \ O\ \ EVCS: 27+75.20 EVCE: 504.73 8 8"x6" E �tyn \ S P ROC PL: 2 +85.54 8" G.V. \ LEIS RK DR 25 89.50 8" TEE g 8' G.V. N \ \ \ 7 5 / Z5 y 8" G.V. 2" BLO / l 0 z ti NORTH POINTS SUBDIVISION SECTION 2 — ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES 3 N � ro � aC ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering I I g I 1 - I i- I I 1 I � s c c c a 0 0 '-I a ti � n r rn 8 r i� �� \ !� "y 0 �l N 9 ] 0 $ y � \ � \ \\ S EP R PL 0+16.6 \ 84 E \ \ \ \ RETREAT OOP: 11400.00 \ \ \ \ a v z N V '- V \ \ EVIC S: 1 81.95 47 r BVCE 0 g \ STR43 S :41 . 11+1 .17 <�cmyA� mamy STA 111+16. 5 ST 8 x8 8" G.V. FIRE H E RANT a TOP INV. INV. IN 485.13 TO IN=477.k0 40 IN IN=477.99 42 __ -485.1 .OUT= 479.19 42 CD m o u + rn x W 8" 11.2 ' BEND z �/ .53 r •• 5 s yy u lm E 11+9.79 O / VCS 12 10.87 VICE: 48 .47 r0 BYCE: � f STR:4 1 S STA 51 12+4 5 p . N P,STA 0,5 � 1 y 8" 22. " BEND IN . I INV: 5.12 =475. T- 4 48 5.39 50 T INV INV..OUT- -485.1 IN-47 .45 .99 50 il,74.89 2 m + "� N $ gp 05.36 EVCE: O 8" 22. ' BEND 2y �� 1 18 x ssi rnm<Z,Fi.. ow w< x z $ 8" 22. ' BEND E • 14+1 .40 wo N 88 0 F � czis � I Z7 F j B : 14+94 03 x 8 m nX TA. 1 OP=48 NV. IN STA. TOP 1 V• 52. f 1 4 7.27 5+44. 5 N= 5.10 UT= 475.00 4 8 26 211 r •• NmDr $ m a O 10 r O 2 �n yrN IIrn C y � rn i`G'ni y CA•STR r O O M cis /� NV._ 23 $' 01 8 8 x6" G.V. _ - $ / STA TOP IN 15+97 483. IN.A7Q 61 RA '19 EV : 16+19 03 FIRE HYDRANT y (A f \ v 8 z> r 3Euj ZF V7� s � �Da 1 2 cm„ i y A �y / / STIR: 1 8+87. STA_ z� STR: INV. I 9INV. =482 UT= 2 10 1.9212 STA. 18+89. 7 y / / INV. INV. INV. N=481.0 N=483. UT- 12 2 18 1.00 2 $ � \ \ c0i n y \ w N \ 0 $ 1 \ \ z I \ TOP= INV. 93.49 T= 48 M8 16 \ STIR: 1 e \ \ ST \TOP= IN V.y 0+47.2 93.49 = 2 14 t2 Z " u n N ? [JN INV. C JT1, 448 .>\78 s 8" G.V. 8" TEE = LEIM &\ C DRI : 22+ 4.50 RETREAT 0 1+ 1.22 z m STR: 13 21+31.22 493.59 STA. TOP _ I N O / • t- 5, b 0 z C. 1 ti NORTH POINTE SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering CLIFF VIEW COURT PROFILE 25 MPH DE IGN SPEE -D IN CREST VALUE. 1 MIN SAG K VALUE.- 26 MIN SSD: 155 FT g� + N o U m O 3 5 W z W m pp U F in O 00 \ �j 00 4 NOlO i0 t0 N td ^� . \ }Z ��� 9Qm77 / \ \ ol O •to Zmm �2 — j�o \ \ d > moo» 3.5' MIN \ 8 \\ L LINE — \ / ♦ \ W > S 47 !9 • _ / °o °D uo i0 a x 109B \ L-98.75 \ 0.70X 0.15' RCP CLASS III O toa s'1 s m D:t • RCP c3 m 04. 8+00 9+00 1 00 11+00 12 00 1.3100 1 Z� 5 4 4 4 4 4 RIPARIAN COURT PROFILE 25 M H DE IGN PEED IN CREST VALUE. 1 MIN 6AG K VALUE 26 MIN SSD: 155 T HIGI PT ST : 10+7 .00 HI PT . 471.19 STA tT+ PVI ELEW:470.42 in K:153.86 N LVC:150.00 O 00 ^ Orn ON n �n Nad m 0 U W Um �co _a 0: 4 co fo N a2 �R +pll. n� \ \ in in 22 NF N VZ� N �ZZ 1 4" DI \\ \ FOF CE LI hL 18 \ A \ L1K8124 \ .o M15'S= CLASS III A.1 r D.15' RCP III \ \\ 0Ln N S x x G•0] \ \ \ 1 00 a G� °vN• 8+00 9+00 1 00 11 00 12700 1 00 1 STEEP ROCK COURT PROFILE 25 MPH DE IGN SPEED IN CREST K VALUE 1 4 MI SSD: 155 T m N m -2 m m W IX .00x / 3.5' INAc ` 47 \ ,1 WATER NE \ Z m / �• • W � 00 460- 45 8+00 9+00 10100 11100 12100 1 00 144 LEGEND FINISHED GRADE AT C/L — — — — — — — — — — — EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L SCALE: HORIZONTAL: I " = 50' VERTICAL: 9 " = 5' 0 rn C r n co 0 v co d� U Z � � Ucoo 0 W � �W �� v r� U O � d W W U .� W O � F� CO N r-I � r PL4 cd 0 co �..) N O U o N O L ,r c a ° U 0 0 O� N o O O � m Y � Q c m E m 'pLTH Op ` c c O O U y v BRIAN C. M CHELL c Lic. No. 035724 09/26/2022 a OFFSS/ONAL ENG\ a a c m m c O U C O w � r qq E�4a � 3 T 1� C 3 O y 46 A m �1 > A m 0 U 0 W A Q wCL m v1 L c REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE r 01-24-2022 SCALE AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. Irn .N v DESIGNED BY BCM / LEN r CHECKED BY ° ° PROJ.# c .3 20140065 ° SHEET # � C-7E � 24 N O I I o Ti I I 171 I I � I I I I l�j 4� x x x i lzj o b 0 1 0 0 � 0 0 o m r A n O v V V � V II c V r vQ) `� 5 �� � 1t I M oo �� `1y a b b 0 I I 0 N p \ � u STIR: 3 STA. 10+02.00 INV. I =444. 34 ' • STR 33 STA 10+33 50 TOP 480.0 INV IN=44 .58 32 INV. OUT= .35 � STR:20A $ � STA. 10+97.3 TOP=476.40 � INV. IN=470.4 20 INV. OUT= \ O � O \ w $ env 0 z ti NORTH POINTS SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES >a r A n " �Zz N O n co 3 N � ro � aC ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering TA W O S. Ilk O r rlMAW IN.- w In O 54 Z7 O m �i v N k k k 2 I y O O ^� 01 0 6 y - rrT1 y a O O 44 r m 44. 0 0 0 1 V V V \` ♦ y OL V ^� 1 vO' r (A U, 5� �� I lij � O 0 I I 0 Oo V b S :35 S - A. 10+ 2.00 INV. IN= .00 3 r ! STR: STA. 0+33.5 \ TOP= 0.03 INV. N=449. 8 32 \ INV. UT= .35 3 c O O / / / / / N / J / N °'• r Sa Put / \ \ 1 W � 8 / / \ . 13+7 .58 ST T =459.1 \ $ IN .OUT= 45208 32 \ A. 1 55.53 P=47 58 \ I V. OUT 463.2 30 pi \ � Ile \ STR: 7 \ STA. 15+74. 3 INV. N=475. 0 28 8 T� • ST �i . +1 .47 IN N=4 .27 24 OUT= 475.91 6 a� z k � STR: \ STA. $ 8+60.4 INV. I =479. 22 � INV. UT= 4 .78 24 \ o \ V 1G t0 / / O $ STA. 10+00.00 / TOP= .00 / INV. T= 4 9.50 p a / / a / 8 / S :47 / T =482. IN IN=4 .27 IN IN= 6.22 0 \ li STR: 41 g �' STA. 10+ � o =485. .01 3 IN OUT- 479.19 42 STIR: \ STA. 10+4'p.D1 -43 INV. IN=47 20 40 INV. IN=477 9 42 INV. T= 7 10 0 z ti V !O m D) mm Z \ \ � A W / O �I SQ _ D O � \ w STA. 10+05.07 TOP=461.25 V. IN=459.00 54 STR: 53 STA. 10+33.76 TOP=468.49 INV. IN=461. s \ IN .OUT= 460.15 \ \ 8 r STA. 1+75.2 \ g STR: 4 \ STA. 12+15.2 INV. I =475.4 48 Co. IAIV. T= 47 .39 50 r q J STIR: STA. 12+78.00� q TOP=482.50 J IN IN=477.27� g � � N IN . IN=4 6.22 $ �� INV. OUT= 476.112 48 m STR 43 I e TOP 4$b.13 INV. 1�=477 20 40 y INV N-477 99 42 i i STR: 3 TOP-It-9 9.93 z �� INV. I =478.0 38 � INV. T= 47 .96 40 STR: 37 i �• � $ STA. 1 84.87 � TOP= 9.93 g i INV. = 478 48 38 � N NORTH POINTS SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES 3 N � ro � aC ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering m +N O ice- i \ \ N O O mFit- $ Cn O AO O TI m STR. m os TOP=469 0319 INV. OUT= 465.00 818 A I I I � I O I I � I ISTA. n+7014 I 0 I l�j o x x x z m y N N 0 0 o m r n A o r INV 460.00 8 g INV. OUT= 459.90 86 v `• V V � II V • V tzj vO1 poi TOP 44' CIO 00 STIR: 87 -STA, 121-66.87 q� $ \\ INV. OUT F,2 m \ \ \ � STIR: STA. 0+05. 2 TOP= 39.96 INV. I =438. 1126 o \ -- ��• STIR: 12A STA. 10+39. 8 INV. IN=447 0 112 INV. OUT- .81 1 26 � STIR: 11 �$ STA. 10+82 5 \ TOP 465.00 $ \\ INV. UT= 2.13112 A S 109 \ SA.11+3.12 N �� \ =475. 4 \ I V. IN= 5.94 IDS 2 I lij � O `1y a� b b 0 I I 0 0 z ti + $ I I � STii: 87 � TOP=46 INV. IN .25 459.00 88 7� N ii • Q°o O TA. 11+ 5.90 \I P=46 85 'D / a I V. OUT 459.9 86 �0 L cn� O \ r �s Ti \ sTR: STA. TOP=469.21 N \ 1+91.3 $ _. � fv � �$ � o � INV. OUT=61461.68 84 c + STIR: 1 o y a 12+31.52 STA. TOP 469.17 Fly S cr�N� i INV. N=464.80 81B IIN=464.80 z� INV. 81F � U 3• f i INV. 'OUT= 2.19 8 N Oo p / I $ a � S :93 J 10+ 2.50 17.01 9 STIR: 91 � STA. 10+ � TOP=429.5 \ � INV. IN=42 60 90. � INV. OUT= 17.61 ( � � STIR: 9 �?4 lg•� STA. 10+87. 2 $ � � INV. N=435. 0 89A INV. OUT- 5.00 9 . o z 89A � ( sr�: 96 ao \ TOP 457.00 o INV. T= 1.41 8 A N I Vt TOP=46 .25 R• � vu I INV. IN 459.00 88 r u $ 2� �f / STA r g 13+55 88 w� TOP 463.65 NORTH POINTS SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROAD AND DRAINAGE PROFILES 3 N � ro � aC ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering V 13 A e 8 / SI: Iv - � m O \ \ S :103 a � �• \ TO =395.1 o -I IN=39 .15 10 \ STIR: 2C STA. � \ \ 10+65.113 \ \ INV. 114-401.03 102E \ \ INV. UT= 3 4.74 10 D ! \ \ \ •1 A i TO =425. 9 IN . IN=4 1.00 10 IN WT= 410.74 1028 \ \ �j N •��sg \ \ STIR: 01 STA. \ 12+1 B. 9 \ TOP 441.98 \ INV. IN=435. 2100 INV. OUT- 9.39 102 \ \ \ �U 0 \ z m STIR: cn STA. 3+83.8 � TOP= 9.01 \ INV. T= 451.99 1 o w� W J \ � S :97 $ up S A. 14+99.62 ;� n \ T P=463.20 � Z , � INV. IN=455.90 9 � INV. OUT= 455: \ �x \ STIR: ss �TA. 15+39.62 = 463.19 INV t :145 $ A. 10+ O.QO P=450 50 \ INV. IN=443.38 2 OUT= 443.2 4� Y�•ub \ \ 11+29 30 \ STA TOP 458.0 \ J + I I \ s :1oa $ S A. 10+ .00 T P=475. 4 c„ INV. IN= 9.22 1 96 I V. OUT 465. 110 I • \ y J M \ i = z 0 \ 2 � \ 'J STi2:109A $ `ST 10+98 5 TOR %9.92 V �D 0 I I I 0 m +N O 0 z 0 ti 0 \o \ G � � STA. 1 +05. TOP= 47.96 A TA. 10 31.57 I OP=456 as I I I V. OUT 446.9 130 I / p I N I m• Y� I 0 I I I \ \ \ \ S :127 i STA. 2+ 5 $ T =458.0 IN IN=45.2012 IN OUT- 450.10 28 'emu $ g O \ r- m \ S :125 \ S A. 14+49.28 T P=468.38 \ IN IN=461.47 1 p \ N \ J \ N \ STIR: 23 \ e STA. 15+59. 5 TOP 470.19 \ INV. IN=462. 6122 p INV. WT= 2.56 1 4 rn N I n N / o TR:119 / TA. 18 in 84.41 / a � n � INV. IN= 3.92 18 p I V. OU 483. 2 120 IZQ��n 117 SA. 17+3.37 e: T =473 54 cn ♦ z / I V. IN=464.43 116 � Hi • � O UT= 464.33 11 / 9n s$ �O o+• :115 � � � y A. 17+ 3.37 INV. WT 466.2 116 / / NORTH POINTS SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA DRAINAGE PROFILES ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering I / .may zj O O - ,y � � - \ STR:1 1 l� ti 1 27.25 -+ TOP= INV. I -425. 0 150 L� ? �{ o o STIR: 9 STA. m b +82.21 o V + N w TOP= 1.62 y v 2 2 2 m I $ INV. UT= 425.32 15 l O O r rZ \ y O \\ \ �O ! N � O + o o � S IA. 3+0 .53 \ \ T =447. N _ I V. OUT 441.8 148 P p � O it 1n \ m sTIR: _ 53. $ ri �• 4 i INV• I INV. I =4j45.31 142 144 TR: 14 a STA. 10 TOP=453.8@ INV. IN=445.V 138 INV. IN= 53\1 � STR 137 \ S ST 10.78 \ INV. IN-452.46 136 \ INV. OUT- 452.36 138 \ STIR: 13 STA. 5 61.56 ' TOP-4 1 ZCi �o -454.34 134 INV. IN INV. Ot T- 454.24 136 ar : + • STA. +01.56 F' NE � TOP= 1.92 � $ INV. T= 45 .74 13 a � v, N O1 V fwO � •' N W v f� O / STIR: 167 STA. 10+08. 8 s i TOP 379.95 ,J� S :165 STA. 10+3 .48 INV IN=38.9016 \ INV OUT= 378.30 66 $ :163 A. 11+ 7.83 /y \ -405 03 \ ,,IV. OUT 392.111 164 FP S \ STA. 12+26.5 \\ TOP= 26.13 INV. I =422.113 160 \ _ \ \ Z] TO =439.9 Cr1 \\ INV OUT- 432.01 60 \ 'U O Ti \ r \ rI o STIR: STA. 14+7 6 TOP 453.00 INV. IN-44201 16 � /\ a STA.16+0 91 B i .51 4121 z IN .41 1'' INV IN=44.16 1553 INV IN= 41 15 i INV OUT- t43.31 56 i a P=451 51 IlIv. OUT= 443.8 154 i i C)� Ln o� 0 I I 0 0 z C. 1 9 ti NORTH POINTE SUBDIVISION SECTION 2 - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA DRAINAGE PROFILES ASK US HOW Townes SITE ENGINEERING 1 Park West Circle, Suite 108 Midlothian, Virginia 23114 Phone:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cctownes.com This drawing and the design shown is the property of Townes Site Engineering the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © 2022 Townes Site Engineering CON TRACTOR TO CONFIRM SLOPE BETWEEN QUIPE 51 BEF RE C NTINU NG U STRE 5 N a ins / \ I ro M al a I roI W 0)06 Ia / InN� IIn n M a I M / c,i NCOC a o o a s 'p 9N N N . b pp• N �a �a / go N+ `°— d 49 a N CL imi p �l Zz NO w P % 110. 3 LF 0.50% 1 .44 0 0.5 w 8 D.I. \ / 8- D.I. \ - - \ -3I03- LF O 0.50X Pvc 148 37 LF 41 0.50% 2 EX. 8' PVC 47A 6 LF O 0.50% 95 LF a48% lED fRXXt PLACED BELOW SAN/TAR SEWER S7RUC RES & PIPES A RLL 47 LAU PVC SEWER MAINS SHALL BE -26 I PLACO BELOW SANITARY SEWER S7RUC RES & PIPES IN FILL AL PVC 9 VIER NAA VS ShALA, BE 26 9 46 I 9+ 5 1 00 11 00 12 00 1 00 1 00 1 00 16100 17 00 18100 19 00 2 00 21 00 22100 23100 24400 24 ! SCALE: HORIZONTAL: > " = 50' VERTICAL: 9 " = 5' LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXISl. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 5 I 5 4 4 4 O I 2 0� OI g a O _ < > O n / `\ 2 N Z - / \ M^ c; pN / / \ 001 1 N_ 2 F_ IL \ rz / \ 10 00 CO O' Go OD N / MIV� PVC 7% ad w Z p n 1S• Izi w PVC MIN ro / M Q O lV / p / az 3 < > � mom_ / VCO / 80 P 9 .1 4 LF 0.50 / 1 IN / / 3 / VA / 4 / 95X COMPACTED FILL MU T BE PLACED BELOW SANIIXR SEl" STRUC RES A PRES IN LL ALL 26 PVC SEWER !LAt SHALL BE SOR T0+ I I I 9+75 10+00 11+00 12 00 1 00 1 00 1 00 16 00 17 00 1 00 1 00 2 00 20- 6 -81 0 O C CO O coU o CO �C\2c U it •'�•I .-i (LI oio� O :i �i 0y� O M L) O a O Y Q BRIAN C. MbTCHELI Lic. No. 035724 A 0912612022 , ti 'w B 44 C4 W REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS a DATE r 01-24-2022 SCALE c AS SHOWN o r PROJECT MANAGER m BRIAN C. MITCHELL, P.E. rn 'm v DESIGNED BY BCM / LEN r CHECKED BY 0 c 0 PROJ.# c 20140065 3 0 SANITARY 2 PROFILE JL I 51 -l4- N � / NIA / o0 +mIF / ^in da / O OR 0 .M1� NO Z_ 50 cl, z � 441 / N Z_ Z / / 'Pr 49 O 4 h [,ILL P4C N QNS SH4U BE -26 148. 7 LF 0.50% 47 9+75 1 00 11 00 12 00 134 50 4E 4E 14C ED SANITARY 3 PROFILE I m W W W I IW IAI �c M O N M0 �a -zo �'<zo 0— m V) z i NFZZ � N O +o� — —_ r o -- II 8" PVC _ PVC 232.87 LF O 0. X ALL P14 SEMER MAINS IS ALL BE WR-26 113 9+75 10100 11 00 12100 1 00 FLj FORCE t IN CROSSING STEEP ROCK CONTRACTOR SHOULD INSTALL TIIE FORCE MAIN TO AVCD LOCALIZED HIGH POINTS n I m O V) OD�pOC4 CD P m+ z 490- a mLn MIN PROP WA \ 1 MIN \ 48D- \ 47 9+ 5 1 00 11 00 FORCE MAIN ALONG STEEP ROCK PLACE PROFILE DL PROFILE 12 a. 41 u SCALE: HORIZONTAL: 1 " = 50' VERTICAL: 1 " = 5' LEGEND FINISHED GRADE AT C/L — — — — — — — — — EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF C/L • — EXIST. GROUND 50' LT OF C/L FORCE MAIN ALONG STEEP ROCK COURT PROFILE CONTRACTOR SHOULDJI"TALL THE F RCE — M kINS TO AVOID L ZED HIGH P NTS — PROP MIN e FORCE AIN 18' MI �a Mir Z9L W cn li 9+75 1 00 11100 12100 1 00 131 CONTRACTOR SHOULD INS ALL THE FORCE MAINS 10 AVOID LOCALIZED HIGH DOINTS F W Z U 4' MIN W f_" a / —70\ 470--- \ \ IMIN / 2! F 1A 3• FMZ ORM MAN \ \ 1 "MIN \ \ / 46 \ 4' MIN \ 2" _f0RC r 2 � \ qlN/ \ / 25 44 9+75 11 00 12 00 1 00 1 00 15 00 16 00 17 00 1 00 19 00 00 21 00 22100 23 81 m 0 O L^O ' `� r n ao V O d� co)0 Z� 0] rl ,� 0 W �CID � CLu Z ~a°�' r_� U o +' Z O 0) "t N W o� '� m 0 N N O O O N O O c a 2 U 0 0 rn m O 2 m CO � m Y � Q m E m rn 'pLTH OA ` IS c U C Y V BRIAN C. M CHELL c Lic. No. 035724 0912612022 a OFFSS/ONAL ENG\ a m c umi c 0 rx 46 C O y-, r� t ^Y 3 qq I\' w Am � � m 44 m CAI t 04 0 CO `I 1 a U w c Q4 wCL m 01 v1 L a.. C m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS m c a DATE r 01-24-2022 SCALE AS SHOWN r PROJECT MANAGER m BRIAN C. MITCHELL, P.E. rn 'm v DESIGNED BY BCM / LEN r CHECKED BY a 0 PRO. c .3 20140065 0 SHEET # ' \ C-7L SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' LEGEND FINISHED GRADE AT C/L EXIST. GROUND AT C/L EXIST GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L FORCE MAIN ALONG HEADLAND COURT PROFILE ~' CON rRACTOR SHOULD INSTALL THE FOR E MAII 4S TO AlID LOG UJZED H GH POIN / / / 4s / / / / / !L4 18'MIN \ 18" IN 9+75 1 00 11 00 12 00 1 00 1 Station 74 FORCE MAIN ALONG RIPARIAN COURT PROFILE CO TRACT SHOU INSTAL. THE FORCE MAINS TO AVOID LO ALIZED lIGH P0114TS — \ 48 - i i 47 \ o \ / N 2 p J m w z 46 2 45 9+ 5 1 00 11 00 12100 1 00 13 Station 85 FORCE MAIN ALONG CLIFF VIEW COURT PROFILE CONTRACTOR SHOULD INSTALL TIE FORC MAINE TO AVC D LOCAL ZED HIG I POIN N O 4s m w 48 \ / PROP \ YfAl ' / 18 IN \ MIN / MMN • FOR / F 47 F \ / 1 48 9+75 1 00 11+00 12100 1 00 13 FORCE MAIN ALONG CLIFFSTONE BOULEVARD PROFILE C04TRACTOIZ SHOULD INSTALI. THE FORCE m MAINS TO AVOID LO ALIZED HIGH POINTS 49 rn N N N r NM intc F m in \ — — uw - - 47 / n / 4' MIN PROI W 18•MIN • FOR MAIN / o S A / o / 48 / PROP WAl -- 18'MIN \ / N \ fCR • FoRar MAIN / U � z 9+75 11A.00 12 00 1 00 1 00 1.9100 1 00 17100 liaoo 1 00 00 21 00 21 83 77 0 rn CQ r n ao 0 V d� U co .4 o 0 W ��.45 CLu �� v Z o +' Z W a� .2 W Oc N IL-4b^a 3 N 0 N U 0 ,ti c a a U 0 0 rn N 0 O 2 0 U) � m Y � Q 3 c m E m 'pLTH OA ` c T c O C U y 0 BRIAN C. M CHELL c Lic. No. 035724 0912612022 a OFFSS/ONAL EImo NG\ o. c m m c 0 U c O w c co '�I 3 q w A m � t w 0 p ��-4 `I a U O W C Q4CL � � m L c .` m REVISIONS NS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE r 01-24-2022 SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn .N v DESIGNED BY BCM / LEN r CHECKED BY a c 0 PROJ.# c .3 20140065 0 SHEET # C-7M L.O.S. LEWIS&CLARK DR & RETREAT LP PROFILE 51 \ HOLT OF N CT \ \ \ + \ \ N \ w 3.5• HEIG T VE \ 3. HEI HT OF 47 10 00 11100 12100 110 1 00 15400 16 00 16 L.O.S. STEEP ROCK PL & RETREAT LP PROFILE T-7 / 00 / HEI T OF / OBJECT g / a / J V � / a / W / 49 'HEIGHT / OF / / .01 / 3. / HEIGHT OF 47 / 46 10 00 11100 12100 1 00 1 00 1 00 16100 18 m 60 L.O.S. STEEP ROCK PL & LEWIS&CLARK DR PROFILE 00 aN N LO 52 " co N M y o Q as aK N OS 3EIG \ T OF / 51 280 O.S. i 3.5' HEIGH i OF E [ 3 5• \ EJECT \ / 4s 4810 00 11 00 12 00 uloo 14100 15�005I L.O.S. STEEP ROCK CT & STEEP ROCK PL PROFILE 15 a M N U 48 w w 3H 28 LO.S. G.5' H r\ 3. HEIGHT OF nmJEGT 47 3.5 HEI T OF i \ / OB. ECT _ i / / 46 EE- 45+ 10+00 11+00 12100 13100 14 00 1 00 16 00 16 60 SCALE: HORIZONTAL: 9 " = 50' VER TI CAL: I " = 5' LEGEND FINISHED GRADE AT C/L — — — — — — — — — EXIST GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST GROUND 50' LT OF C/L 0 rn C r n ao 0 V 00d� U Lu CLu �� v O 4.) m 0] W U .2 W O U " N W orII- m 0 00 N N O U o N Oyy L O •+y C a ° U O O O� m 0 O 2 m � m Y � Q '; .� c m E m rn 'pLTH 0A ` c T C 0 U y � BRIAN C. M CHELL c Lic. No. 035724 0912612022 a OFFSS/ONAL ENG\ a m c m m C O U c CIS N 3 q ° �h y A � � o � o ti C4 O c w a N o �W CL o m L im REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE r 01-24-2022 m SCALE AS SHOWN o r PROJECT MANAGER m BRIAN C. MITCHELL, P.E. rn 'm v DESIGNED BY BCM / LEN r CHECKED BY -° c ° PROJ.# c .3 20140065 ° SHEET # C-7N ___ L.O.S. CLIFF VIEW CT & CLIFFSTONE BLVD PROFILE a 4 • J 00 3. zS. HE13HT OF 2 � 3.5' / HEIGH OF ENEI HEIGHT OF SOB CT 47 I 13 00 00 46G- 1 00 ll 00 12 00 14 15 00 16 00 16 L.O.S. HEADLAND CT & CLIFFSTONE BLVD PROFILE / / / HT OF tEll CT 47 / c 5. U /zo �a W / 46 280 L 0.5- / HEI HEIGH OF ENE / / HEIGHT OF OBJECT/ F-T- ` as / 10-00 M 00 12 00 13100 1 00 1 00 18 00 16 Station 60 60 L.O.S. RIPARIAN CT & CLIFFSTONE BLVD PROFILE 49 rl . m / i z / / 3.5 OB CT 3.5' 0,$ HEIGH 47 3.5 HEIGHT OF as 4 1 00 11 00 12100 13 00 1 00 1 00 MOO 16 60 SCALE: HORIZONTAL: I " = 50' VERTICAL: 1 " = 5' LEGEND nNISH£D GR4D£ AT CIL EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 0 rn C r n ao 0 V 00d4 U C)CID 0 W �� CLu Z bO O'4 C W W U .2 W O r PL4 0 n3 0N 0 �..) N � o U o N Oyy L O ,+y C a ° 0 0 0 rn 0 O 2 O a0' CO � m Y � Q c 0 E 0 rn T c 0 U y '0 BRIAN C. M CHELL c Lic. No. 035724 0912612022 a OFFSS/ONAL ENG\ a a a c m m c o U c O �a N 3 q co44 y o ti � C O c w 0 U cq N o Q4CL o� m -juL c .` m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE r 01-24-2022 SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. Irn .N v DESIGNED BY BCM / LEN r CHECKED BY a 0 PRO. c .3 20140065 0 SHEE=400 i 1 11 ' mr, 1 � �� �. � •�� � �5�����.���Ya��uua��ur�ur..�tz�w � '- �y �� � 1t=1 �1S�YI \ ��_ IAA ��� �����-_ i�� �' �.,I■� r��I� ■ 1IT '1 ad dododd ' \ • t' -- =�asv ���s_�re �•'�.�i �a//�i.�_�R�yi�����^ __ �� - - AR 1i� ��'���a=-+�wr.��F �,� .•� ��/" /�I \�-� i� / �� ��Q.�\���.��%s���\ %�r�-�sa�s•. a�i ems:, / �� s���is��rs,�� ra � I IlifDEIAI UPON COJNW DWIS „r � t..fl� •- � ��e. II 1 � •��' ! �11'. � I', n ` -�- ICI I➢ i I 7I WWI - i . -., ,, �♦ I �� `I \ . �R '�wauay.nc: i'. y"n_ c. o ��� - �d�� + !� 'S'.10 . _ �Ii�1l�g� 1\ *a . � J•�, � _-, ��s-�arc��.,,,..� Zi��'j��� � I 11111 a �. � �. � �- 4Fr �'.�•i � /- x , ��' �k;��j,, - �'� �. '��� •-''%=�� � ��� I� � i � . ��i� ski! c ♦ �i ��N IN Mneem UNION MINI 01 s OWN ., F \ F BONN AM .y �I • • • �d .-. .' `.� �Qy1j1� �� `� `1' � �� .�" ���• I rt x 'ter ,�SO it / • IN i �s� i#� �9 I \� Irl�� / _= / �I •da /� y11 /,' d°1 S.r Illll d'9 1161 ,,.�'.. I WI • -��"m"'"�y+'»�.:�1-'�tiR�l/t►�l�t��� 'gym_ �:-'I/ WA lax 1 •• • • • t • w • • • • • • t • " I ' /-------- \ `-------- \ ` i STRUCTURE IDA RUNOFF ACRES "C„ 1 0.73 0.35 3 0.25 0.66 5A 0.62 0.59 5 0.58 0.57 7 0.33 0.68 9 1.14 0.46 11 0.45 0.58 13 1.18 0.55 15 0.27 0.72 17 0.01 0.90 19 0.13 0.67 20A 0.00 0.00 21 0.87 0.47 23 0.82 0.59 25 0.54 0.66 27 0.41 0.71 29 0.00 0.00 31 0.00 0.00 33 0.00 0.00 37 0.75 0.62 39 0.47 0.58 41 0.09 0.77 43 0.33 0.57 45 0.48 0.58 47 0.27 0.52 49 0.32 1 0.69 51 0.16 0.75 53 0.00 0.00 59 61 63 - 0.72 0.48 69 1.81 0.42 71 1.51 1 0.41 73 0.00 0.00 77 0.00 0.00 78A 0.00 0.00 81A 0.33 0.52 81C 1.08 0.53 81E 0.56 0.53 81 0.63 0.51 83 0.55 0.66 85 0.13 0.58 S9 91 95A 95 0.39 0.57 0.64 0.62 97 0.18 0.73 99 0.32 0.75 101 0.00 0.00 102A 0.Oo 0.00 102C 0.00 0.00 105 0.50 0.52 107 0.38 0.58 109A 0.26 0.53 109 0.13 0.76 111 0.17 0.51 112A 0.00 0.00 115 0.14 0.77 117 0.32 0.77 119 0.11 0.74 121 0.12 0.80 123 0.26 0.51 125 0.54 0.59 127 0.00 0.00 129 0.00 0.00 133 0.40 0.65 135 0.21 0.76 137 0.05 0.78 139 0.05 0.78 141 0.11 0.68 143 0.47 0.45 145 0.31 0.53 147 0.45 0.39 149 0.47 0.45 153 0.33 0.77 155C 0.42 0.70 155A 0.16 0.64 155 0.34 0.74 157 0.03 0.90 159 0.00 0.00 161 0.00 0.00 163 0.00 0.00 165 0.00 0.00 I I do CID CID m� 8� 8 GRAPHIC SCALE 100 0 50 100 200 8 co �8Jyl 9 9 \ B,� ( IN FEET ) 8. (9/ n 1 inch = 100 it. 4 3: 0 O 2 0 Y � Q E m c T U � Y � BRIAN C. M CHELL c Lic. No. 035724 v 0912612022 �- -9 LIL'�SIONAV-_I��Ojj!06 c m c 0 U c O �I " 1 3 � o � C� L q � � c o o q 0 0 O (� c c 0- 0 c o V o 0 [� �I CL Or^ v 1 o L o+ m REVISIONS DATE ITEM 06 02 2022 PER COMMENTS 09 26 2022 PER COMMENTS DATE r 01-24_2022 SCALE c 1"=100' o r PROJECT MANAGER ' BRIAN C. MITCHELL, P.E. rn .N v DESIGNED BY BCM / LEN r CHECKED BY -o c O PROJ.# c .3 20140065 0 SHEET # C - 8 r WALL TO BE DESIGNED BY QUALIFIED PROFESSIONAL ENGINEER AND SUBMITTED WALL FENCE REQUIRED TO THE PLANNING WHERE WALL HEIGHT IS DEPARTMENT FOR GREATER THAN 42 INCHES APPROVAL AT THE TIME OF 12- MIN. COVER BUILDING PLAN APPROVAL OVER DRAIN FILL J; '•�.;, SEGMENTAL REINFORCED • RUNNING `� WL RETAINING WALLS SURFACE COLOR TO BE 'I�- w COMPATIBLE : �'y m WITH ARCHITECTURAL STYLE OF 1.7.", " '''•:}�, PROPOSED BUILDINGS. ' ALTERNATIVE WALL SUBDRNN MAY BE SUBSTITUTED IF APPROVED (DRNN TILE) BY THE PLANNING DEPARTMENT SEGMENTAL REINFORCED RETAINING WALL OR APPROVED EQUAL NOT TO SCALE 4" X 4" SALT TREATED POST B"TO 12"I 8"TO 12"I B"TO 12"I CG-6 201.03 1 of 1 CG-12 203.08 4 of 5 WP-2 303.02 1 of 1 SL-1 106.14 1 of 1 PB-1 107.1 1 of 4 CD-1 108.4 1 of 1 VDOT STANDARD DETAILS 8' MAXIMUM 20" 20" 5" MIN. TEe�^PORARY M " x31 24"END z XIV' TYPE III BARRICADE TRAFFIC BARRICADE 6" BEND FOR 4"x4" DOWNSPOUTS CONCRETE SPLASH BLOCK FINISHED GROUND BUILDING WALL TYPICAL SPLASH BLOCK DETAIL NOT TO SCALE (CLEAR NOT TO SCALE CONCRETE TO BE CLASS A3 \ SIDEWALK DETAIL NOT TO SCALE R/W 6' I I� J� 1' 2.00% CG-6 5' SIDEWALK &VARIES -q A F- THIS STREET IS INTENDED TO CONNECT TO THE ADJACENT PROPERTY IN THE EVENT OF REDEVELOPMENT FOR MORE INFORMATION CONTACT YOUR LOCAL VDOT OFFICE VIRGINIA DEPARTMENT OF TRANSPORTATION STUB STREET SICNACE (INFILL DEVELOPMENT) NOT TO SCALE 4'-21B ROAD TYPICAL SUCTION 61' R/W R/W t 6' GRASS I r1 ,y1 2.00% CG-6 5SIDEWALK 3, &VARIES RESIDENTIAL STREETS: LEWIS AND CLARK DRIVE (STA. > 9+25-END) STEEP ROCK PLACE STEEP ROCK COURT RETREAT LOOP CLIFFSTONE BOULEVARD (END-STA.23+53) HEADLAND CO UR T RIPARIAN COURT CLIFF VIEW COURT NOT TO SCALE PA VEMENT DETAILS STEEP ROCK COURT RETREAT LOOP HEADLAND COURT RIPARIAN CO UR T CLIFF VIEW COURT NOT TO SCALE CLIFFSTONE BOULEVARD (END-STA.23+53) NOT TO SCALE NOT TO SCALE ROAD DESIGN WORKSITEET North Pointe Subdivision Section 2 DATE: TON: Residential LEWIS TVD CLERA"DROT .1: Determne Design ADT 050 )0 X HCV/AD'f 5 HCV ]O50 =,ofADTnrFPT 1 1050 Step2: Determine Design ('HR. RFand SSV Sample # CRRT Resiliency Factor RF # 1 Source Value # 2 fable 1 43 App l 1 CBR 4 DVH: RF Design Value 27 Value CSed 1 CBRD sRF- SSV 2.7 1 2.7 IDR From Appendixes= 1 22.5 1 1 Description of Proposed Pasement Section e PROJECT: North Pointe Subdivision Section 2 DESCRLPTIONr Residential Slept: Determine Design ADT ADT 570 %HCV=100YHCV/ADT 5 FPT=20XHCV 570 Des ign ADT =>ofADTor FPT 570 Descril Vlaterial Notation e PROJECT: North Pointe Subdivision Section 2 DESCRIPTION. Residential Step L Determine Design ADT ADT 650 %HCV=100 X HCV/ADT 5 EPT=20 XHCV 650 Design ADT =>ofADT or FPT 650 ete 2 2.25 to 2 2.25 ete 1 4 225 x 1 0.6 DESIGNSTATUS= DATE: / '2022 CLIEPST'ONE DOULL YARD Step 2: Determine Design CBR, RF and SSV Samplr # CBRT Resiliency Factor RF # 1 Sourer Valur # 2 Table I #3 App1 CBR 4 DNIERF Desi nValur 2.7 Value"ed 1 CBW xRF= SSV 2.7 1 1 1 2.7 entent Section Thickness,h a -ete 1.5 2.25 to 4 2.25 6 1 0.6 DESIGNSTATUS= DATE.: / '2022 STEEPROCK PLACE Ste 2: Determine Design CBR RFand SSV Sample# CBRT Resiliency Factor RF # 1 Source Value 42 Table I # 3 App I 1 CRR 4 D,IF,HE Design Value 27 Value CSed 1 CBRD xRF- SSV 2.7 1 2.7 lht Front Appendix IT 12.6 Description of Proposed Pavement Section e PROJECT. ,North Pointe Subdivision Section 2 DESCRIPTION Residential Step 1: Determine Design ADT IyT 320 % BUN = 100 X HC'V/ADT 5 ITT =20XIIC'V 320 Dcsien ADT=>of ADTor FPT 320 8.7 Descril 1V)aterial Notation v PROJECT: North Pointe Subdivision Section 2 DESCRIPTION: Residential Step 1: Determinr Design ADT ADT 60 ign ADT =>ofADT or ITT 1 60 Step3: Pacement Design From Appendixll= 1 13.6 mat face e etc 1 1.5 1 225 to 3 225 e 1 6 1 0.6 DFSIGNSTATUS = DATE: RETREATLOOP - 12022 Ste 2: Drtermine Desi nC'BR,RFand SSV Sample# CRRT Resiliency Factor RF # 1 Source Value # 2 Table I #3 App1 I CBR 4 DVIERF Design Value 27 Value Used I CRRD xRF= SSV 2.7 1 2.7 ..'cut Section Thickness, h a ete 1.5 1.67 to 2 1.67 e 6 26 DESI7NST_4TUS = DATE: l /2022 STEEPROCK COURT, HEADLAND COURT, R11.4RI4NCOURT, & CLIEI%V1LIF COURT Step2: Deternne Design CBR. RF and SSV Sample# C'BRr Resiliency Factor RF 41 Somee Value 42 Table I #3 AppI CBR 4 DVIERF Design Value 2.7 Value Used 1 CBRD xRF= SSV 2.7 1 2.7 Pmement Section 1.5 25 3 2.25 6 1 0.6 DESIGNSTA TLSti = 4.50 4.50 9 4.9 22.80 OK (azo 3.38 9 6 15.98 OK 3.38 6.75 .6 13.73 OK axlt 2.51 3.34 3.6 9.45 OK 3.38 6.75 3.6 3.7. OK 0 Ln coU Z I �, ^ dt co 0 W � ) C W �.� Z U V ~ Z+' u, rn W a� .2 14 W 0 �� itn W 0 I m ^^(�b ^ 0 3 H Go N R+ o Q.y�1 0 a 0 10 C 04 ° U O 6 rn to 0 O m N Z m Q 3 c N E N ,pLTH pf ` c T c o ° U y � BRIAN C. M CHELL o C. N0. 035724 0912612022 O�FSSIONALENG\� a in C m r^ p ti � ti Q V q � � h � o I� r ` O W REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS DATE 01-24-2022 scALE NO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / LEN CHECKED BY PROJ.j1 20140065 SHEET C - 9 C O U GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL g 24" IN 6,• INITIAL BACKFlLL 824 INB MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a I INITIAL BACKFlLL a I UNSTABLE a e' a 8' SOIL-,-,,, MIN. _ MIN MIN. #68 STONE GRANULAR FILL AS e� w APPROVED BY ACSA°\ �A L 1 CI STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ICI i,' • r � //�%\�% r r r r BEND DIMENSIONS VOL TEE AND PLUGS VOL. (FEET) CU.YD. (FEET) CU.YD. L H T L H T PIPE DEGREE SIZE OF BEND 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.80 0.15 2.00 2.25 2.50 0.15 zz 1/z 1.so z.00 z.s2 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.18 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10' & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 COVER LIFT NOTCH N E 12 3/8" E HU L WATER V CAST IRON LID g�g a �� 1 MJ NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD-13 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2•-p" RUBBER COATED STEEL STEPS V-O" MAX e CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0' RING SEALS OR APPROVED EQUAL S-O" MIN e ' .� THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50 •: 5' BACKFILLED IN 6' LAYERS ANI� COMPACTED BY HAND TAMPERS OR 12MIN ® BACKMLUM WITH SELF -COMPACTING 16', MAX STONE. ° MINIMUM ELEVATION DIFFERENCE VARI 12'MIN 12"MIN .4 ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH . „'• TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE • • : • ! •'O PROVIDED, 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES:- 1 . BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NHS FIG. S-I-C TD-29 TD-3 0 WN m L� U U_ �a J E Eo a �EPL(�'i O p mE I`3Rig w " NW 4 O a k� d 6 E E SE n� I O �4 Aso �E . LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN 2• TO 10, (270') 18'-22" ALVE BOX 7 CU. FT. #68 STONE 42"MIN ;�' ,' 6" GATE •�.( VALVE '': .'I 6" x s" U TEE BASE P.S.I. CONCRETE L, BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED 0)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 4" DIAMETER BRANCH AND VALVE - VARIES BOX WATER MAIN) \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE •P�p��j . : • r 100 ---- M.J. GATE VALVE WATER LINE b 1 _ I 2500 P.S.I. CONCRETE E THRUST BLOCK A 2'x 2' BEARING AREA. ,4 a. A a NCTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE - or o BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK w METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS 1'�ii VARIES : VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 SLOPED AREA RUBBER COATED STEEL STEPS FRAME & CAST IN PLACE COVER SEE FIG. S-hD, E PRECAST REINFORCED CONCRETE SECTIONS WITH "0' RING SEALS OR APPROVED EQUAL 1'-O" MAX 2'-0" ._• e A FITTING MAY BE REQUIRED WITH ACSA APPROVAL THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE (CLASS 500 0 BACKFILLED IN 6" LAYERS AN 5. COMPACTED BY HAND TAMPERS OR BACKFILLED WITH SELF -COMPACTING STONE. 12" MIN 1T6 MAX MINIMUM ELEVATION DIFFERENCE 5, T 16 ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH VAR El 4 TRANSITION OF FLOW BETWEEN '•" INLET & OULET PIPE SHALL BE _•�• PROVIDED. FITTING DIMENSION VARIES WITH SLOPE. .. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WIIH NO. 68 STONE NOTES 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION NTS FIG. S-1-Cl Tn•-2A TD-19 TD-9 AIR RELEASE VALVE BRASS OR BRONZE PIPE - BRICK SUPPORTS OR SOLID CEMENT BLOCKS NOTE, MIN. SO- DIAMETER MANHOLE a REQUIRED. CNB (T P> NANia.E PVC CROSS la L. USE APPROVED FLEXIBLE RUBBER BOOT. of o = 6 °' SASKETED o4 STOP CmIPLwc x PIPE STRAPS _{)� �s PIPE ° (STAINLESS STEEL) �•+�� p SPACED EVERY a w 2' VERTICALLY ^fit• A sl+ 9➢' RESTRAINED MEND '•',yi' li SEWER INFLUENT a• •" a PIPE SIM •1' ♦ "A • °°.. SEWER PIPE PLAN PROFILE MIN 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BYTHE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDB 26 P.V.C, SIZEDTHE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPESNALL BE STRAPPED TO THE MANHOLE AT PIPEJOINTS. STRAPS SHALL BE MADE OF STAINLESSSTEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10' OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 GRADE GATE STONE ' -COPPER" SOFT STOP NOTES: 1) 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 EQUAL, SHALL BE USED. 2) FOR WAT�RUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) A ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE, I ___-_.. SERVICE LATERAL rIN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-10 EMBEDMENT 8"MIN SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL+' (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED MEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FlG. S-3 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE VARIES D.I. PPE IA i `2500 PSI CONCRETE J12"I PLAN 1 '• Z D.I. PI GRADE SPACING 2099 TO 35% NOT OVER 36' 35% TO 50% NOT OVER 21V 50% OR GREATER NOT OVER 16' s(°jie PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER RT.S FIG. S-4 ANCHOR NO. 1 AT FIRST JOINT ABOVE - MANHOLE ROADWAY R I I o x m PAVEMENT - 36' MIN. 36' MIN �T� STEEL BAND TR STAINLESS 0,25' MIN, THICKNESS STEEL CASING wsuuTDRs STEEL CASING _ I 12" CONCRETE FILL BOTH ENDS I I I I 2'-0' 2'-0'1 7' OR 8'TOR 8'��'- 2'-D'. DUCTILE IRON PIPE �18' OR 20' ,10DJT [IF D,L��� (RESTRAINED JOINTS) NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER, 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT 13F PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 O O In c r n CC)0 v Z O d( U ���,� .--1 O co cv W �Wco Z^' e.1-4X, b� U v c Z 0 4) a, W 0OM Q) 4 1 OZ.00 LOCI d oui I to 0�I� rl w �.4 ►4 3 CC) P4 1 04 N G) o N O � O 10 a 2 \ 0 0 0 w O = o vJ 13 0 Y � Q 3 c N E (u rn �,p LT H OA c ` n/^y T 10 C1 y BRIAN C, MI CHELL o Lic, No. 035724 0912612022 o�FSS/ONALENO\� a Dl c O (D c O U c O � 'C v 1 3 ) 'd l �I 5 0 o � V r 3 I� c o o W l�l N N o o ti (� �1 c 0 O 7 O W4) O T� v11 Fl c D) REVISIONS CDATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS O c DATE r 01-_2E 2 0 g AAL CLLN CSCALE 3 0 C_ PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn N ) DESIGNED BY BCM / LEN ) CHECKED BY -a 0 PROJ.# c 20140065 3 0 SHCEET # -9A r E/ONE PUMP SYSTEMS WILL BE PRIVATELY OWNED AND MAINTAINED BY EACH PROPERTY OWNER. SIMPLEX SENTRY REDUNDANT RUN (HIGH LEVEL) EXTERNAL VISUAL @ AUDIBLE ALARM EXTERNAL LATCHING MANUAL SILENCE MANUAL RUN PUMP RUN INDICATOR CONFORMAL COATED CIRCUIT BOARD PADLOCK NEMA 4X ENCLOSURE ASSEMBLY CORROSION PROOF THERMOPLASTIC POLYESTER APPROVED BY UL FOR ELECTRICAL CONTROL ENCLOSURE OPTIONS: ❑ ALARM CONTACTS HOUR METER N a 901 a TO PUMP Teo I 2 Lt BLACK RFD WRITE p h B EEN O L 8 ALARY F® ORANGE I YELLOW PUMP UE POWER ALARM CONTROL CABLE: MANUAL TYPE TC= DIRECT BURIAL. 12AWG. RUN SIX CO CTOR IT I I I I OPTIONAL ALN•1 CONTACTS PTAW1Pp NPl lllfl. a!Y 0.N1ICf 0.T C�WIfAtt RMILT OE11a1e mmm) TYPICAL DROP CONNECTION LPSS IN EXISTING MANHOLE µUSE sIa. WITCH Yu,nu cur up"' ASHE A112.3.4 SA ® NS LR26268 Lll low SEWER _JNE ELBOW �/EXISTING MANHOLE SS STRAP ELBOW O4AMITY SEWER environment Inge TRACE WIRE ACCESS BOX TO BE PROVIDED NEXT TO EACH LID ASSEMBLY FOR THE LATERAL KIT ON EACH LOT. C,antinuous Green Warning Tape 1,_4" Sanitary Sewer Line Trocer Access Box (or Approved Equal) Cast Iran Lid w%SEWER" stomped: (Green) ASTM A-48 Class 30 ASTM D1788 SEE "TRACER wIRE ACCESS CONNECTION" with Clamp TRACER WIRE ACCESS BOX N07 TO SCALE _M000115 REV. — FIELD JOINT REWIRED FOR MODELS OH071-129 / DR071-129 g1071-160 / IX2071-160 ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) QUICK DISCONNECT ASSY.\ (304 S.S.) S.S. CAST BALL VALVE DISCHARGE / 1-1/4' FPT 1-1/4' DISCHARGE LINE (304 S.S.) 41.6 in 1057 mm CHECK VALVE TO DISCHARGE (NORYL) ANTI -SIPHON VALVE (NORYL) OPTIONS: ❑ D H 0 71 L&HLRCONVRES) ❑ D R O 7 1 LEViL' CONTROLS) GASKETED LID, HOPE STRAIN RELIEF CORD CONNECTOR PROTECTIVE CABLE SHROUD / (HOPE) _ POWER/ALARM CABLE 12-6 W/GND. E/ONE EQUALIZER INTERNAL WELL VENT 2.0' DIA. INLET, GROMMET TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED /FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 36.0 in 914 mm ALARM TO INLET 26 In ON 650 mm 8 in 47 gal 179 L OFF 447 mm 32 gal. 121 L 14 in 345 mm HOPE TANG DUAL WALL, CORRUGATED 29.5 DIA in 744 mm 24 gal. 70 GALLON CAPACITY 91 L SEMI -POSITIVE DISPLACEMENT TYPE PUMP. EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTION FOR DETAILS NOTE: DIMENSIONS ARE FOR REF ONLY JIM PLAN VIEW VALVE BOX $—,, FULLY PORTED BALL VALVE SIZED PER LPSS MAIN -PEA GRAVEL OR CRUSHED STONE BEDDING ELBOW BEDDING TYPICAL TERMINAL FLUSHING CONNECTION SGS 105-I3-10 I 1 1/32 OR BY CHK'0 DATE ISSUE SCALE TYPICAL TERMINAL FLUSHING CONNECTION ESD 10-0094 OPTIONS: ElDH071-74 LEVEL—H� WIiaS) ❑ DR071-74 LEZL'5) OISOMR(D 1 V4 FINALE PPE P•G� AP PE STMOARa) U� D'°• NSF SP CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS NOTE: DIMENSIONS ARE FOR REF ONLY STAINLESS STEEL LID ASSEMBLY WITH PENTAGON HEAD PLUG LATERAL KIT MATERIAL CAST IRON 1-1/4" I SDR 11 HOPE PIPE I I EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE MATERIAL ASS PART NUMBER AVAILABLE LENGTHS ......... 18-30- PBO930001 30-42' PBO930002 36-54' PBO930003 42-66' P80930004 48-78' PB0030005 60-102' PB0030006 I ORDERED SEPARATELY USING PART NUBER FROM ABOVE COMPRESSION ADAPTER FITTING MATERIAL POLYPROPYLENE (ASSEMBLED BY OTHERS) SADDLE IS THE END OF THE ACSA SOR HIE 11 7pB COMPRESSION ADAPTER FITTING R MATERIAL POLYPROPYLENE MAINTENANCE (By OTHERS) (ASSEMBLED BY OTHERS) RESPONSIBILITY I SDRIIHDP FORCE MAI ❑ — — TO MAIN �� % TO PUMP ELECTROfUSED HOPE SADDLE VALVE CUB STOP WITH FEMALE PIPE THREAr AND VALVE POSITION STOPS (OPEN/CLOSED WITH INTEGRAL CHECK VALVE 11 MATERIAL STAINLESS STEEL EN POLYETHYLENE PIPE COMPRESSION ADAPTER (SUPPLIED BY OTHERS) FITTING MATERIAL: POLYPROPYLENE (ASSEMBLED BY OTHERS) A A 1 A PLAN VIEW TIINSr MINI VIEW 3/4 -1 V&TE ME 16V ATIM . ••_• • `diAYEt EQAm V&W BOM a 45• FLWYI WYE IFSTi uuu R.LLBY vW AitvEE (9 tr - 0 a•) slue vm U. wx PFA 4RAVEL sac TYPICAL FLUSHING CONNECTION ON IMAIN environmentone LM000113 REV. A KIT PARTS ARE NOT ASSEMBLED SGS I ON 1 11/02/11 B 3/16 OR BY CHCD DATE 155UE SCALE STAINLESS STEEL LATERAL KIT 1-1/4' SDR 11 HOPE PIPE NA0330P02 NOTES 1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED SEPARATELY, TO BE ASSEMBLED BY OTHERS 2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS -FOR SS FITTING INTO SS THREAD, USE PIPE DOPE OR TEFLON TAPE, NOT BOTH 3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) 4. ASSEMBLY IS TO BE USED WITH SDR11 HOPE PIPE S. TO ORDER SS LATERAL KIT, USE PART NUMBER NC0193GO1 6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE Z f LO Ki 0 rn C r n ao 0 v Z d� U 00 .••I 6 1 W CLIJ Z U r� Z 0 -4 �'��M C a, W W Q) 4 1 a uj O y -Py • '("n W,kA o r`. , D7 •Ivl �\ N•4 ado 3 ( N N () O N 0 U O 10 a C ° \ O O w O U N Cn N o Q ; N E C �pLTH OF w c �Vt ` o O BRIAN C, MI CHELL o Lic, No, 035724 D 09/26/2022 POFFSS/ONALENO\� 2 im c c 0 U C w V 1 mil( 3 L a. a. 7 V 3 I^y E, C ^y o vl O N -0 N N o o (� �I a o O W ° W C O 7 V 0 0 4) CI O T � v 11 01 C .` 4) REVISIONS DATE ITEM 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS c DATE r 01-24-2022 g AAL CSCALE 3 NO O r PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn .N v DESIGNED BY BCM / LEN r CHECKED BY ° c ° PROJ.# c .3 20140065 0 SHEET # C-9B r i PRITCHETT LANE — PLANTING CONCEPT — 30' BUFFER PLANTING DETAIL OVERALL LENGTH ±1925 FEET BUFFER PLANT SCHEDULE SYMBOL =R. WA- BOTANICAL NAYS COMMON NAMENIXINT WE SPEC. REMARKS arAFAa IK BIf ®/� RM 13 Aw rubrum RED MOLEzr (Min,) N/A N/A 40'-50' 25'-40' BRIE!SpwYnw OmNuaus Tree imTP DEAL®\�7 13 Udodtidmn b Rpif. TAP POPLAR pzs" N/A N/A 70'-9S 3S'-50' B&B Specinan Deciduous Trw SM 13 Acs wcAman SIMAR MARE (4kL) NIA N/A OW-75' 401-50' RWB Spxlnan Oesidu.. Trw W0 13 Dutaa tlbo WHITE OAK (Min.) N/A N/A 50'—BO' S0'—BO' B!B SpecYnw Dwiduws Tree ® BE 3�. Npw sywtka BUCK WN Q2S' N/A N/A 35'-5O 201-30' B&B SubomWY T. $8 73 AmManchier aawdwaM SERWCEBEIiRY (yin,) N/A N/A 15'-25 I5-25 B&B Sub.WY Trw ® P 13 Din9Y. ukgnima PERSIMMON (Min.) N/A N/A 351—W 25-3W B&B Subamopy Trw zSl ® BE 13 Cerdh cmodentls RFDBUD (Yh) N/A N/A 20'-30' 20'-30' B&B Nwering Trw SH 13 Carya awls SHAGBARK HICORY (Min.) N/A N/A 70'-90' SO'-70' B&B Floating Tres .y® 1�w�"✓! ID 13 Comus RpNa OW RUNG DOGWOOD NYl' FLOWERING Mbf 25' (Min.) N/A N/A 15'-20' 15'-20' BM ibarin9 Trw (1>; BC 13 Lnprus vFgYNna EASTERN RED CEDAR (zr MMK) N/A N/A 15'-20' 15'-20' B&B Evergreen Trw Yp PYun alrabue WHITE PINE zw (Min.) N/A N/A 50'—BO' 2C-47 B&B Evt9raw Tree po0 ABM 28 Viburnum dentatum'Chrhtan' ARROMWOOD'Blue MuRln' N/A N/A N/A 5'-7' 5-7' 2 GAL yryy BH 25 Viburnum prnlWlum SACK HAW N/A N/A N/A 12'-15' 12'-15' 2 GAL grub NB 25 ViLwnwn lenhigo NANNY BERRY N/A N/A N/A 10'-25' 10'-15' 2 GAL Shrub Wi 20 H.nmATe NrgFhna WTOH HAIFL N/A N/A N/A 1S-2T 15'-20' 2 CAL 9nE ® SS 52 Rhus tOphho STAGHOIM SUMAC N/A N/A N/A 1S-20' 20'—W 2 GAL S" GG -- Amnia mtlamatpi .AC Y N/A N/A N/A N/A N/A I GAL pound Cove GG -- Rhw t rtka FRAGRANT SUMAC .Dm �. N/A N/A N/A N/A N/A 1 GAL Gmard Caver --- —�_' _\\\\p O\\\\--------� i p p o p \� \ \\\p p p p p LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WALL NEED TO BE MAINTAINED IN \� AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FRO THE MAINTENANCE OF SIGHT LINES. CONCEPTUAL STREET TREE PLANT SCHEDULE SYBOL ABBR. i0w BOTAYCAL NAME Cd1Y0N NAME AGE YATIeW AGE SPEC. REMARKS aygw nuam SPIWAg ,a 59 Mat wbrum 'Autumn Sou AUNW RAZE RED MARE N/A N/A 40'-50' 2W-e0' B&B d: ONE TREE PER 50 IT OF WRB LINE EXACT (yin,) LOCATION DEPENDS ON UTIUTY LOCATIONS d: ONE TREE PER W R AB 59 Aar buergtvwn TRIDENT MAPLE 25' (Min,) NIA N/A p'-3g' 20'-31Y BdB OF WRB LINE EXACT LOCATION OFPD115 ON UTIUTY LOCATIONS AC 59 Acar cargwln & wy MERGE MAPLE (EMEL" (Yips) N/A N/A 25'-35' 25'-35' B&B O ONE TREE PER 30 R LO WRB LINE EXACT LDEPENDS ON uNUTYLOCATIONS ocAnoxs AAS-E. WOOD 362, RG. 187 I / \ / i / / / GRAPHIC ( IN FEET ) I inch = 100 ft. VJZ Q)E LU C:W Z �W OW 0 0 co 0 O O�^V U UFO co IN �r 0 U 1� •�w U iN •� O +g c rno U.2 1 4 w` �� tn op- r� m Go Go v R+ N o U O a 0 U U a 0 Y U) Q BRIAN C, MIfrCHELI Lic, No. 035724 A 0912612022, V r^ v1 v OM L CT C REVISIONS DATE ITEM w` 0610212022 PER COMMENTS 09 26 2022 PER COMMENTS rn M C O H O CL CM 0 O a DATE t 01-24-2022 scALE o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o DESIGNED BY BCM / LEN t .J CHECKED BY C O PROJq c 20140065 .3 D SHEET