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Home My WebLink AboutSUB202000155 Plan - Revision Road Plan and Comps. 2020-07-31ALBENARLE 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 he obtained from the. Virginia Department of Transportation (VDOT P. This plan as drawn may not accurately reflect therequirements of the permt. "Miere any discrepancies occur the requirements of the permit shall govern. 2. All matcrials and cunstruction methods shall o-mform 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 fertiliLed, seeded and mulched. 5. The maximum allowable slope. is 2:1 (horiLontal: vertical)_ Where, reasonably obtainable, lesser slopes of 3:1 or better arc to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may berequired when in theopinion 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 V I )OT standards and specifications. 2.. Surface. drainage and pipe discharge must be, retained within the public right-of-way or within casements 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 he increased to seven (7) feet. 4. "There urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 5. Whcrc 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 thetypical pavement section detail. shall be strictly adhered to. 7. Road plan approval for subdivisions is subjecl 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 pimv7dc safe and convenient access. 10. The speed limits to be posted on speed limit signs are 5 mph below thedesign 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 benotified one week prior to the pre. -construction conference. one week prior to the conunencernent 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 minimum 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 clewing. 4. A copy of the approved erosion and sediment control plan shall he maintained on thesite 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 neccssai-V 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. N. During dcwatering 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 irnmcdiately. 10. All till 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 perZoning 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:OOpm. 15. Borrow. fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to mininuze any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse_ 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required 11 q 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 lhs/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 time and fertilizer, permanent seeding, and mulch. Agricultural grade. limestone shall be applied at 901bs/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 1801bslacre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied al 801hsil00sf. 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 1s to be. repair immediately. Sill traps are to be, de -coed P )- P L i 5 � o when _D:� mt the wet stora�c vmlumc is tilled with sediment. All seeded areas are to lx: 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 Tarr ..hall he void it the owner does not obtain a er-mit within 1 car mt the date of 1 P } approval. (Water Protection Ordinance section 17-204G. ) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity con ineuccd. (Water Protection Ordinance section 17- 20713) 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 „ , nnoisturc content. All fill material to be approved by a gc,otL:chnical cnginccr. A geotechnical enzineer 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 storrnwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the. County erosion control inspector. l 0 IIE� �I[' I I I� � � l �I[' I� S U III I� �V� S � 0 SITE DATA DEVELOPER/APPLICANT ENGINEER SOURCE OF TOPOGRAPHY MAGISTERIAL DISTRICT ZONING DISTRICT TAX MAPS/PARCELS ZONING ARB APPROVAL # PROJECT AREA ACREAGE RESERVOIR WATERSHED FEMA MAP -I r-A r 4� fOA A S RIVANNA D1STR1%r_.T AItiBlEI°-d=bRlLE COUNTY , VIROUINIA GREAT EASTERN MANAGEMENT . 2619 HYDRAULIC ROAD a CHARLOTTESVILLE, VA 22901 DAVID MITCHELL, E.I.T. PHONE: (434) 296-4109 FAX: (434) 963-2670 r -ST E-MAIL: david0southern-classic.com TOWNES SITE ENGINEERING C/O BRIAN C. MITCHELL, P.E. 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VA 23832 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) 03200-00-00-02000 (PART OF) 03200-00-00-02300 (PART OF) 03200-00-00-023JO 03200-00-00-02910 ZMA-2000-00009 ZMA-2013-00007 NOT APPLICABLE 46.35 AC NORTH FORK RIVANNA - JACOBS RUN 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X' UTILITIES CONTACT INFO: RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) STEVE COATES DISTRIBUTION DESIGNER 13252 CEDAR RUN CHURCH ROAD CULPEPER, VA. 22701 PHONE: (540) 727-2116 CHARLOTTESVILLE CITY GAS PHILIP GARBER CHIEF GAS ENGINEER 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 PHONE: (434) 970-3811 Rix-anna eater & Sew Er A<uthorits' (RIVS.ki v General eater & Sanitary- S€m-er Notes La st Revised: Fel:tuafV 2011 1. All materials and methods of construction _hall comply with the la te st version of the General Water and Sewer Construction Specifications as adopted by the Albemarle C ounty Service Authority- on Tanuafy 15, 1998: except as modi Fred below- or mDdified in S pe�cial, s. 2. It'44`5A shall approve all cen§truetionmatefialsandmethodsofconstruction. Apreconstruction conference shall be held with RWS A priof to the start of and=w1orlk. 3. The contractor shall be responsible for notif4ing N-liss Utility ( A00-552-1wl). 4. RWS-AEnEin er (Victoria For tat (434)977-2970ext 205) shall be notified three businessda-vs prior is the start of construction. 5. A11 work- is subject to inspection by FV'SA staff. :who tie-ins to the existing sy-_tem shall be made without coorditration with and the presence of R147S A. staff. No work shall be ccndue ter on R"'SA facilities on w-eek-ends or hotiday-s without special written permission from RV_ SA. 6. Fx sanitary sew-ef line construction: Rt'i'SA mayrequife bypass pumping for tie-ins to the ex istinE system. 11 doLrhousemanholes must be pressure -tested before a connection ismade to the sNtemr. 7. The location of ezistinE utilities as shox-m on the plans is from data av-:ailable at the time of design and is net necesrily-cotxrplete or accurate. Tire Contractor sha111 e responsible for the verification of the location, size and depth of all existing utilities, both surface and submrface. S The Contractor shall irxultediatel -notice C11 E.nErn ,.f of discrepancies b tvv .en the Ian_ and � yp held conditions. The Contractor shallu_e du: diliE.nce topratectall utilitim and s.tru€.tures om datltaEa at all times. w-hethef shown on the plans of not Damage to and- exis.tinz utilities shall he repaired by the C ontractof to the ofiEinal condition at no additional cast to the azvnor. S. Erosion and sediment control facilities shall not be permitted in the RV -SA .asement%vithout special smitten permission from RV -SA. No grading shall be permitted in the RV -SA easement unless permitted othenvise by. RV -SA in wfitirm. 9. No blastin z shall h•e peaxnirted within 100 fee of RWSA facilities without written permission and R"'SA approval of the pasting plan. Ground monitoring during blasting and .1 pre -blast =_urvey My be required. For blastinE within 1 W feet of anv operative RWSA. secs e lines: bypass puuiputE and or pre-andlx_t-�CCIS,' may h.. requrfe3. RV5Antav a1_arerlutf5 ..erttft.atren from a licensed professional enEtneea stating that the proposed blasting will not damage any PWS A facitidLes. DamaEe to and- utilities due to blastinE b shall e repaired by- t the Contractof o the ofiEinal condition a t no additional east to the Q vrier. 11). Tliecontracwf shall observe minimum sepamdon requifementsfar utitity cros sin E s, IAhena crossing is trade under an existing Facility, :adequate structural support shall be prmdded for the existinE pipe. The area of the cf ssing shall be back -filled with compacted 57 stone to the sprltiEline of the existinE pipe. S s 1i. Nei ;.atefffiainin_tallatrons slra111 e pressure tested, chlorinated: tluted.and have water samples approved prior tomaking any pernranentc.onnection to thepubli.: w-atef sy-tem. Approved methods of filling and flushing new- w-.atef trains will be required to prevent any contamination of the public wa[ r system. 12. A11 easements for new RWS A facilities shall be recorded prior to placing the new, facilities into service. 13. No pefmanant structural facilities will be permitted in the RV'SA easement. This includes buildinE overhangs, fetaining walls. footers for any structure. drainiEe structures: etc. Trees are not permit to d in the RW S A easemen t SE APPLICANTS NAME: GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT: SP-2002-72 ZONING: ZMA-2000-00009, ZMA-2013-00007 E M 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. O� VARlOC806 TOTAL LAND OF DEVELOPMENT = 268 AC N W �_ WW (/)W 0o J �0 O c� o Q_ �`' NnT Tn �r.al 1= AIRPORT PGR / '•• 1 111 '•• 1 111 S:❖:❖� ' ' • - • I I ' : 1 • • ..... ROAD AND DRAINAGE 1 CULVERT OR STORM SEWER (WITH STRUCTURE N❑,) EXISTING CULVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO. O PROPOSED MANHOLE EXISTING MANHOLE i PAVED DITCH JUTE MESH ❑R SODDED DITCH EARTH DITCH - GRASS LINED ---100-- EXISTING CONTOUR 100 PROPOSED CONTOUR X 100.00 EXISTING SPOT ELEVATI❑NS + 100.00 PROPOSED SPOT ELEVATIONS T/ (T/C - TOP OF CURB) /11 #1 BENCH MARK & REFERENCE NO. Stop VDOT STANDARD STOP SIGN LEGEND SEWER -�-- ---�- EXISTING SANITARY SEWER PROPOSED SANITARY SEWER T T SANITARY SEWER SERVICE �~ C❑NNECTI❑NS 120400.00 MANHOLE NO. W/ STATI❑N OR 150500.00 CO❑RDINATE L❑CATI❑N WATER - - - - - - - - - EXISTING WATERLINE PROPOSED WATERLINE T T PROPOSED WATERLINE SERVICE C❑NNECTI❑N GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP 10 REDUCER N/A Know sweat's below. Call before you dig. MISS UTILITY DESIGN TICKET #**** & #**** CONTRACTOR SHALL CALL MISS UTILITY AT 811 PRIOR TO THE START OF CONSTRUCTION SECTION 1 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. EROSION CONTROL ER❑SI❑N CONTROL DEVICES AS PER VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. PCE 3,02 CONSTRUCTION ENTRANCE 3.05 SILT FENCE -F IP 3,07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE STF0_1 3,13 e TEMPORARY SEDIMENT TRAP ROCK CHECK DAM LIMITS OF CONSTRUCTION eTS 3,31 TEMPORARY SEEDING ePS 3.32 PERMANENT SEEDING MU 3,35 MULCHING DC 3.39 DUST CONTROL PROFFIT Rner . LOCATION MAP: 1 "=2,000' ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTION ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE INDEX TO SHEETS LATEST SHEET # REVISION DATE CONTENTS OF SHEET C-1 07/31/2020 COVER SHEET C-1 A 07/31/2020 SPECIAL USE PERMIT AND ZMA PROFFERS C-1 B 07/31/2020 MODIFIED APPLICATION PLAN C-2 07/31/2020 EXISTING CONDITIONS & DEMOLITION PLAN C-2A 07/31/2020 OVERALL PLAN MAP KEY C-3 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3A 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3B 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3C 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3D 07/31/2020 ROAD SIGNAGE PLAN C-3E 07/31/2020 ROAD SIGNAGE PLAN C-3F 07/31/2020 SP CROSSING OF FLAT BRANCH C-4 07/31/2020 GRADING PLAN C-4A 07/31/2020 GRADING PLAN C-4B 07/31/2020 GRADING PLAN C-4C 07/31/2020 GRADING PLAN C-4D 07/31/2020 DRAINAGE STRUCTURE SUMMARY C-4E 07/31/2020 BORE HOLES LOCATION MAP C-5 07/31/2020 INTERSECTIONS C-6 07/31/2020 POND GRADING AND DETAILS C-6A 07/31/2020 POND GRADING AND DETAILS C-6B 07/31/2020 BIO-RETENTION FILTERS C-7 07/31/2020 ROAD AND DRAINAGE PROFILES C-7A 07/31/2020 ROAD AND DRAINAGE PROFILES C-7B 07/31/2020 ROAD AND DRAINAGE PROFILES C-7C 07/31/2020 ROAD AND DRAINAGE PROFILES C-7D 07/31/2020 ROAD AND DRAINAGE PROFILES C-7E 07/31/2020 ROAD AND DRAINAGE PROFILES C-7F 07/31/2020 ROAD AND DRAINAGE PROFILES C-7G 07/31/2020 ROAD AND DRAINAGE PROFILES C-7H 07/31/2020 DRAINAGE PROFILES C-71 07/31/2020 DRAINAGE PROFILES C-7J 07/31/2020 DRAINAGE PROFILES C-7K 07/31/2020 SANITARY SEWER PROFILES C-7L 07/31/2020 SANITARY SEWER PROFILES C-7M 07/31/2020 SANITARY SEWER PROFILES C-7N 07/31/2020 SANITARY SEWER PROFILES C-70 07/31/2020 SANITARY SEWER PROFILES C-7P 07/31/2020 SANITARY SEWER PROFILES C-7 Q 07 31 2020 LINE OF SIGHT PROFILES C-7R 07/31/2020 LINE OF SIGHT PROFILES C-7S 07/31/2020 LINE OF SIGHT PROFILES C-8 07/31/2020 HYDRAULICS C-9 07/31/2020 DETAILS C-9A 07/31/2020 DETAILS C-9B 07/31/2020 DETAILS C-9C 07/31/2020 TYPICAL SECTIONS C-10 07/31/2020 STREET TREES AND LIGHTING PLAN C-11 07/31/2020 RETAINING WALL DETAILS C-11 A 07/31/2020 RETAINING WALL DETAILS C-11 B 07/31/2020 RETAINING WALL DETAILS O rn t Q Z co N �2co0 � C\2 CC) .0 W .4 W 0 0 C: V = w �� •L F.ii m Z .O C .� C � -4 M M an W 4I w � �4N �r W IOCJ�� c 0 - � a C o 0 0 Y Q EPLT H 0 BRIAN C. MPTCHELL Lic, No. 035724 �q 07/31/2020 Q /AoFFSSlO NA L REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMEN TS 08127119 PER COMMENTS 071,3112020 PER OWNER DATE 04-27-2016 SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY -) PROD.# 20150290 c 0 0 v 0 rn ar 0 41 a� Cn a� .o �3 C ar E a) 01 C �L c C v v 10 t 0 CL W c W C 0 0 C a) �L 3 L t 41 0 3 rn C �3 v v - 0 0 t 0 0 6 a 0 U 0 41 v 0 a 0 t CP C �L a� 0 C 01 C w ar l!l N C 3 H w O ar a O CL ar t C 3 O t y C rn W m ar t C v rn C �3 v 'v COUNTY OF ALBEMA LE Deps to rtion'ta.fC.. unity Development 401 McIntire Road, North Wing Phone (434) 296-5932 Charkil-ille, Virginia 22902-4596 Fis. (434) 9724126 December 2, 2015 Val rie LAing 321' Main St Suite 400 rElot'tesville VA 22902 Chat RE: SP201500003 North P.i.tc Middle Entrance Anse.d.a.1 Door Ms. LAID& 0 N—ber 11, 2015 the Board ol'Supervisons took action on your Special Use Permit application to to fy conditions requiring as arched span crossing of Flat Branch under Chapter 18 Section 3 0.3 of the Zoning Ordinance on TMPs 03200000002000 and 03200000002300 in the Rivarma District. The Special Use permit was approved by the Bound's adoption ofthe attached resolution and conditions. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the prop" as approved above may lawfully begin until all B u - applicable approvals have been received and conditions have been met. This i el it Compliance with conditions of the SPECIAL USE PERMIT; .ppmv::,.,,1:mJ compliance svid, . SITE: ILAN; ad pp,.v ZONING COMPLIANCE CLEARANCE. Before be inning uses as allowed by this special use permit or ifyou have questions regarding the above. noted actigon, please, contact Rebecca Ragsdale at (434) 296�5832 ext. 3226. Sincerely, David Banish (Acting) Director of Premiums Cc: CW Properties Limited Partnership POH 5526 Box Charlottesville V. 22905 *Attwhmnt* RESOLUTION TO APPROVE SP 2015-03 NORTH POINTE MIDDLE ENTRANCE AMENDMENT WHEREAS, CWH Properties Lionted Partnership is the =old owner of I'm Map Bud Parcal Number 03200-00-00-02000, and Violet Hill Associates, LLC is the record owner of Tax Map and Parcel 03200_0 0-00-02300 (collectively, the "Owner" and the "Property"); and WHEREAS, ZMA 2000-09 was approved on August 2, 2006, approving the North Pointe developmanL and SP 2007-03 was approved on June 6,2007, which allows the Owner to install B new stmiso crossing within the floodplain ofFlat Branch Crock and thereby extend Northniche Drive to serve as the middle emirance for the North Point. C.-Imity. WHEREAS, the Owner filed an application for a spescial use perstit to wound the Conditions of approval for SP 2007-03 to modify Conditions requiring an embed spent culvert crossing of Flat Branch Creuk -it to allow two box culvers, and the application is identified ass Special Use Permit 2015-00003 North P.i.to Middle Ernmance Amendment ("SP 2015-03"); ptarom WHEREAS' o November 10, 2015, after a duly noticed public IsEaring, the Albemarle County Sedwriussion rL moneuded approval ofSP 2015-03 with the conditions recommended by County staff, in g th. efinnirmiti.. fievcral Conditions that are no longeirticeded, and the revision ofseveral ... difort to provide clarity and to be Consistent with cument Albemarle County Code requirements; and WHEREAS, on November 11, 2015, the Albemarle County Board of Supervisors held a duly noticed pub] i. hearing .. SP 2015-03. NOW, THEREFORE, BE IT RESOLVED that, upon Consideration ofthe foregoing, the sta report prepared for SP 2015-03 and all of its attachments, the information presented at the public hearing, and the fuel.. relevant to. Special use pound in Albarrearl. County Code § 18-33.8, the Albemarle C ounty Boand of Supervisors hereby approves SP 2015-03, Subject in the Conditions attached harem. ... 1, Ella W. Jordan, do hereby Certify that the foregoing writing is a me, correct Copy ofa Resolution duly adopted by the Boerd ofSepervisons ofAlbammule County, Virginia, by a vote ofaix tomm, as recorded below, at a regultu meeting held on N1her 11. 2015. - dark, Be ty Supervisors A32 Na Mr. Boyd y MS. Dittin. Y_ Ms. Maack y MS� MCKEEI Y Ma. Palmer Y M. Sh.frield Y Federal Emergency Management Agency Washington, D.C. 20472 August 7. 2017 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. DougIz.C. Walker Interim A] Tie County Executive 401 Melmim Road Charlottesville. VA 22902 Dear Mr. Walker IN REPLY PEFER TO: Case No.: 17-03-032OR CommunityName; Albemarle County, VA Community No.: 510006 We am promising our comments with the enclosed Conditional Letter of Map Revision (CLOMR) on a proposed project withinyour community that. ifemstruned as proposed. Could mise the Effective Flood InsurancE, Study report and Flood Insurance Rate Map for your community. Ifyou haw my questions regarding the floodplain management regulations for your community, the National Flood linumince Program (NFIP) in general. or technical questions regarding this CLOMR. please contact the Director, Mitigation Division ofthe Federal Emergency Management Agency (FEMA) Regional Office in Philadelphia, Pennsylvania. at (215)9315512. or the FEMA Map Information eXchange(FMIX) toil free at 1.877-336-2627 1 -111-11 Alditi, im. bow the NFIP is available on our website at Sincerely, Patrick -Rick- F, SDcbibiL P.E.. Branch Chief Engineering SeNices Branch Federal Insurance and Mitigation Administration Lis(OfEnclosures: Conditional Letter ofMap Revision Comment Document cc: Mr. Frank V. Pohl, P.E., CFM Floodplain Administrator/County Engineer Albemarle County M, David G. Mitchell Great Eastern Management Company M Brian C. Mitchell, PE, LEED AID Principal Townes Site Engineering Pageloe5 lum.-t-WIDID7,2017 JCRI A— 1743432OR I CLO-APP Federal Emergency Management Agency Washington, D.C, 20472 CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT COMMUNIW INFORMATIO' PROPOSED 1ROJECTOESCR PTION BASIS OF CONDTDOIAI EQUEST COMMUNIT, Allsonvol.C. y 11DID-d Amsm) CULVERT C' FLO MYDFAUUC ANALYSIS UP—TOPODARNPHICOATA COMMUNITYPEO.: 610.6 4 FI1w AI PROX NATE I-ATITUDE AiRD 1-miamme Sit , 1. 111 mums — xAmP,,g S DATUM: N FECIDED W PAIREL FIRST - SIW=14$D DATE 2WS FIRM - F R.I. top FLOODING SOURCE AND 'EACH DESCRIPTION Pu PROPOSED PROUECT DESCRIPTION F-" P-Pm P-1-t F11t N A SURIARRY OF IMPACTS TO FUOOD aPR,RAIRI Fg M Fou S.mn EP,AAE Y" YES 1� F y F EIFEV EFFs COMMENT TI T,:: mx, dR.R ...... omm,mm W time DD,Pmed wPieet., 11 the filmi hasse,namm. m, ni.niPmesm, y... W 11t,I im-o.int Ami (11 I- III ,S by FeD11111 State,CW-11, 1. 1mV1 - mmeAed StItex,11114h, caum I. no III III. SIR— P11WHIADINA, (SFHA) multy.11m,11,ilily-adop—MlItleavell Imd 17-03osisiR 10, P190205 1lSvUSData:Amsmt7.WI7 JCIRR, 17-0343MR CLOAA-P Federal Emergency Management Agency Washington. D.C. 20472 CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION Ile hldmulic meddi,g ed wp,p,,e 11PEFIDod 11slosix, SuAl., IrISI(M-lened e kvelopd 1, proAde this dimil. udIelisti.g condiii.D., model is ow, w,p,,d W rmAk,l it m�d rRedel to he me ...... &ves in flAmJ hoards I, id b� mme dmiIiIed IIRRD be its- orin flood lecend, I causui bt� the pespesed POject. BFE Cmumaim [able I leeding Smace: Flat British 8FE Cle,qu, (teet) LoOnim hmgc r"isti't, Mssi... !EONE Maxinmo .- 61 maxism. to0.5— Emsung mimiums, AI Proposed �. Maximum incivItse NONE AnAmma EffiPnive Maximum &Creas, . I AD— nmesses doe . he Promised P.j., lheeel those P.Dautphs(EX 10) 60.3 f1he NFIP 12 SoetiOA65. oftheNFIFImplatimis WilhhismynesL) ... w,,.,ityhl�mpli��ith.ti.quim�lsofPammph65,12(a)ofthNFIP FEMACRD issme Cm.ffFE is,- indo,P-losel,60.31013). I Subpeogmph 60.3(bu 7) To .... I den the i1g capsuily , ithin the alwoxf,, imateJ pon with 3 ... ... o, q,seudes yeur limit, deScriplim. d no,itie, chi, (1��FEM�)Wby�Wdl�bM��.�hWW3ME�,�l�A��.S�15MAW.Ml�VA22W'�I Fa -F-Isk-B.— E,, SP-2015-00003 North Pointe Middle Entrance Amendment Conditions 1. Prior to final road plan approval, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a conditional letter of map revision (CLONIR or CLOMA), and prior to mail acceptance the applicant shall obtain from FEMA a letter of map revision (LOMR or LOMA). In addition, the applicant shall copy the County Engineer no all correspondence with FEMA, 2. The culvert under Northmide Drive Shelf be in general Record with the attached dirmeing titled "North Pointe SP Crossing ofFlat Branch" prepared by TowneR Site Engineering with a revision date of'July 20,2015, page 2 of3 (the "Plan"). To be in general accord with the Plan, development shall reflect the general siw, emangement, and location ofthe culverts. Modifications to the Plan, which do not conflict with the elements above may theapproved subject to the review and approval ofthe County Engineer 3. Prior to obtaining approval of the road pins and erosion Bud sediment control plans for Nmthside site shall be landscaped as provided on the appmed landscape plan. The landscape plan shall include Drive, the applicend, shall obtain approval ofa landscape plan by the County's Design Planner and the a Complete planting schedule keyed to the plan and sball JmDoide the following: a. The Existing twe line and proposed tree line that will remain, the limits ofelearring and grading, and methods of Free protection; b. Provide - cinformal planting of mixed tree and sbrub species and sizBs to compensate for removed v getation, and low -growing plants to stabiliEe slopes in the areas, of proposed grading and tree removal; and C. Provide large shade tmes on the norh and wuth side of Northside Drive, along the sidewalk and space reserved for the sidewalk Me and one-half (2/,) inches Caliper minimum at planting, forty (40) feet on center, for a minimum distance of four hundred (400) ficin from the existing edge of pavement of Room 29 North. 4. Design details ofthe ratuning walls, including column Cap design, pier design, stoc finish, and similar design details shall be shown ont the =it plans and am subject to review and approval ofthe County's Design Planner. 5. If the use, strwrim, or activity for which this special use ficernit is issued is not commenced by November 11, 2020,'tJe rennitibmil be deemed abandoned and the authority granted them under shall thereupon terminate. Pap,3of!i lMA,D,SxAwuRt7,2017 N711.343M. mosit-A" Federal Emergency Management Agency 'I Washington, D.C. 20472 us CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION (CONTINUED) DATA REQ( IRED FOR FOLLOUAIP LOAIR Upon coIttio, f the pjeet. yow,mrounity, must sobit the dam listed b,lo,, and q ... I that , make, final diterneinion mvi ingtheeffeuNc FIRM and IIS report. I FIS report 1d be Thinefm..h.1heouprEvisim, request for the ares, ...... it by this letter is submitted. Fon, 1, entitled and C ... occe Fous" rous, be included. A I.py.1 this Imm may be axSedis http://�.fm.gofptwip�envfhm/dl_mt-2.shl,. - The dn.iIsdsPPiiCRkm it Certification to-, listed below may be q,i,d ifus-luditcomilitions differ finoin the preposed plans. If mquimd, peace, s,b,it,e, fmoms, hich may be secessed in hap:��.fe,a.go,lp],Wp,,c,Vfhm,dI DR-2shim. Or annotated copies o he pre,lmmly nituniued forom sh.Ivim; he revised F.-2,�.lill�d"Ri�.fi.Hyd.l.gy.dHyd-ii.F.-." 10- percent. 2�pcnn,m, and 0.2�pemaot ... khance floods. and the regulatoy flood,sy, most be Submitted uh Form 2 To- 3. Emitted --Ri .. in, Structures F.D.." A Ecnifl,d topographic k psho.ing the wised Bud Effective base fl.odpl.i. d floodv,, b.onderiEs. Ple.. that he nevEsed Ii-i. fth he he d..mureon vu�d -h..d y - An annouted,,py ofth, FIRM. the Scale ofthe aftfive FIRK denSh.., he revid bASE floodpim.ml flod..y boundary deI=shov,no,dR,utxri- d wok,,p,,d he, theytic-in tothe base flo,dplamaml fl,,domy Isawdeliommi,m, A— on he ffemive FIRM,t thed'Ownsuenstand up,tm,,,d,,fth,,,,iwd a,h.,s vA,II as any wilmenies. AS-Imill by. gismied Professional Engineer fall p.posed proito eleoun.. A copy ofthe public,otice disefflRal by your community smaing I% intent to revise the regulatory floodvay. or a signed suamosew by yourcommunity that it hasnotified all affected property ownemand,ffmtddju,,tillisdic,io�s. D.O.Rommai.n fdo, individual legal n.li,ES Sent to property mn,m ho il be affected Is, any idmi,g or shifting ofthe base floodplainisul/m, any BFE increases along Flat Branch. meI (FMIX) Is E.A P) W Ame, I WMC CI-,Sn.1 -1 r-h-1 S.11 Al— VA s 'R F S P E. C11F onJ-d Pag-015 11amm,D-Awns,17,2017 7C .. ... :17.-..R Federal Emergency Management Agency Washington, D.C. 20472 CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION (CONTINUED) DATA REQUIRED FOR FOLLOW-UP LOM R us - FEMA's ree schedule for reeiming and processing lb,mulitionii and Final modifications to published flood information and maps may be accessed at hups://W�.fela.gol/foms-documents.,nd-,,ft,,m/flwd.,ap-,Tmed,ffts. fibefecat(lictinnoftherrap, S.b.i..l met, be received bime - Can begin processing the mq ... I. Payment ofthis fee can be made through a check or money order, made payable in U.S. fund, to the National Flood Insurance Program. or byeredit card (Visa or MasterCard only). Ple either forward the payment. along with the revision application. to the following address: A LOMC Clearing ouse nention: LOMRhmmage, 3601 Eisenhower Avenue. Suite 500 Alexandria, Virginia 22304.6426 or submit the LOMR and fee using the Online LCIMC porml a After movivingappropriate documentation to show that the project has been completed. FEMA will iniliam a the FIRM and FIS report. Because the flood haEard information (i.,_ base flood alevalions. base flood depths. SFHAS. wne designat ions. and/or mgulator�, nmuhvsy�) will nmuft.flhe proam. 90-day appeal period will be initiated for the revision. during which consounit officisk ind twerested persons may appeal the revised flood ImEard Wommalust based on ScnicOr technical data. a I d F.g.5.f5 1m1sSDa1e:A,g,mtr201? _77 ... As F Federal Emergency Management Agency Washington. D.C. 20172 _,U CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION (CONTINUED) COMMUNITY REMINDERS We have designated a Con,ultation Coordination Officer (CCO) to assist your community. TheCCO will be the protest liai,o,bm,,,, our community and FEMA. For information regarding your CCO. pince, ... met: Mr. Eg.. K. Gruber Dimelor, Mitigation Di,kion Federal Emergency Management Agcy. Region In One Independence Mall. Sixth Floor 615 ChE,mw S- Philadelphia, PA 19 106 4404 (215) 931 5512 TW Ma su, ms.,My..sus, 'RF SIDDe.t. RE, Coef 32011 AMENDED AND RESTATED PROFFER STATEMENT NORTH POINTE CHARLOTTESVILLE, LLC ORIGINAL REZONING APPLICATION: #ZMA-2M*-009, SP -2002-72 ZMA 2013-00007 North Pointe Proffer Amendment Tax Map 32 Parcels: 20, 20A, 20AIF 2OA212OA3v 29JF 230 23A, 23B, 23C� 23DF 23E, 23FF 2313� 23H, and 23J. Approxhissistely 229 acres zoned Planned Development - Mixed Commercial J�'PIDMIC") August 3, 2013 With respect to the property described in rezoning application #ZMA-2000-09 and SP-2002-72 (the "Original ZMA'), CWH Properties Limited Partnership is the fee simple owner Find North Pointe Charlottesville, LLC is the contract purchaser of Tax Map 32, Parcels 20, 2M 20AI. 20A2, 2OA3 and 291 (the "North Pointe Propulty"), and Violet Hill Associates, L.L.C. is the fee simple owner ofTerc Map 32, Parcels 23, 23A, 23B, 23C, 23D, 23H, 23F, 23G, 23H and 23J (the "Violet Ifill Propertly"). Title respective parties are collectively referred to herein as the "towner", which tam shall include my successors in interest. The North Pointe Property and the Violet Hill Property am referred to collectively as the "Proporty", all of which is the studoot of zoning map amendment application number ZMA 2013-00OD7 known as the "ZMA Amendment." Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner hereby voluntary proffers the conditions listed in this Amended and! Restated Proffer Statement, which sball be applied to the North Pointe Property if the ZMA Amendment is approved by Albemarle County, These conditions ate proffered as part of the ZMA Amendment and it is agreed that (1) the ZMA Amendment itself gives rise to the need for the conditiom and (2) such conditions have a reasonable rolation to the rezoning requested. The Original ZMA, together with its associated proffers dated July 20, 2006 (the "Original Proffer Statement"), was approved by the Albemarle County Board of Supervisors on August 2, 2006, and also included Tax Map 32, Parcel 22K (which parcel 22K was at the time to a single comprised of two separate parcals 22H and 22K, which have Since been Combined im parcel 22K) which is owned by Neighborhood Properties - NP. LLC (the "Neighborhood Investment Property'). The changes reflected in this ZMA Amendment shall not apply to the Neighborhood Investment Property. In all other respects, this ZMA Amendment amends and restates said pruffcn� in their entirety and the Amended and Restated Proffer Statement shall relate to the multi -page application plan entitled "North Pointe Community", prepared by Keeney & Co., Architects, as revised through June 13, 2006 and attached hereto as Exhibit A (the "Application Plan), and the Albemarle County Code in effect as of the date of the Original Proffer Statement (the "County Code"). The North Pointe Community sball be refeirTed to as the 1. THIS SECTION INTENTIONALLY DELETED It. ENTRANCE CORRIDOR 2.1 - Creation of a 40-Frial Buffer along the Entrance Corridor. Within six (6) months after the acceptance by the Virginia Department of Transportation (DOT`) of the Road Improvemants as claimed in Section 5.3 that am along the northbound lanks Of U.S. Route 29, owner shall plant and thereafter maintain at all times a landscaped buffer, including hodgerows, along thre Entrance Corridor frontage parcels owned by Owner. The buffer will consist of a minimum 40-foot wide continuous visual landscape area that shall be subject to Albemarle County Architectural Review Board ("ARB") review and approval (the "Buffeel. The Buffer may be located partly on the Owner's Property wid pull On VDOT property. In the event VDOT at any time in the fulture radum any portion of the Buffer located on VDOT property, the Owner shall compensate for such reduction by extending the Buffer on Owner's property in order to maintain a minimum 40-fooll Buffer, even if'such compensation Ithall requim the removal ofparking adjacent to such Buffer. 1 2.2 Appearance of Storm Water Mandurement ("S"") Facilities. The SWM facilities visible from the Entrance Corridor identified on the Application Plan (stormwater management facilities 1, 2, and 10) shall be shown on a plan and be subject to ARB review and approval. SWM I shall be designed such that its shape, placement, and land form (grafflng) transition between the adjacent conservation area and the adjacent hard edge of the parking 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 to the Application Plan ("Sheet B"), or any such building that is proposed to be located where Building 14 is located on Shed B pursuant to the terms of Section 3.2. SWM 2 shall have a more structured appearance than SWM 10 (see below) and shell be designed such that its shape, placement, and land form (grading) transition between the adjacent conservation area and the adjacent hard edge of the shall be submitted to the ARB with the first parking lot and buildings. The plan for SWM 2 ARB submission for any of Buildings 26 through 3 1. SW 10 shall be designed such that its shape, placement, and land form (gradinlo are integral with the adjacent conservation area. plan for SWM 10 ball be submitted to the ARB at The time road plans are submitted to the County and VDOT for Northwest Passage. III. DENSITIES Total B I ildout. The total number of dwelling units within the Project sball not exceed eight hundred ninety-three (893). Subject to Section 3.2, the building footprints and gross floor areas of commercial, office, and other uses, and the building footprints of hotels aliall not exceed those set forth in the Land Use Breakdown Table on Sheet A to the Application Plan 3.2 Limited Ad iustments to the Elements of the Application Plan. The gross floor arta ofthe buildings used for commercial, office, other uses, and hotels shown on Sheet A may be adjusted within a range of up to tan percent (10%), provided that the maximum gross floor of uses shown on Shoal A is not exceeded. The footprints of Buildings 46, am for each category 14 and 36 as shown on Sheet A can be interchanged. Notwithstanding the terms ofthis Section 3.2 to the contrary, Building 14 shall not initially exceed 88,500 square feet, provided, however, that 4fter two yews following the issuance of the certificate, of occupancy fbr Building 14, Building 14 may be adjusted within a range of up to ton percent (100/6), and if Building 14 is located in the location shown on Sheet B, any such expansion shall be located to the east so that the additional space is located along North Points Boulevard. Notwithstanding the term of this Section 3.2 to the contrary, but subject to the provisions of Section 9.1, the County may authorize Wi ding 21 as shown on Shed A to be adjusted by more than tan percent (10%). IV, sTOPWATER MANAGEMENT AND STREAM BED CONSERVATION crossings, public utility facilities and their crossings, and pedestrian 4.1 Flood pill The am offlue 100-year flood plain within the Project shall remain undisturbad except for road and biking trails, and only to the extent such excePtic"s are permitted by County Ordinances and vide a survey and prepare the regulations, Upon the request of the County, Owner shall pro , land within such flood plain to the County. necessary documentation and dedicate the management practices 4.2 Stormwarter MmuggemsW )Man. The slormwaterYbest (AABW) plan PD-rthe Project shall be prepared, and all stormwater management facilities for the Project shall be derrigned and constructed, to accommodate alI curiciA storrilwatior discharge from Tax Map Parce! 032AO-02-00-00400 (Northwoods Mobile Home Park Development) and front West corners off"roffit Road and U.S. Route the existing developments on the northeast and north 29, specifically the following parcels shown on the current Albemarle County tax maps; tax Map 32, parcels 39. 38A, 19, and 39A; lax map 32A, parcels 2-1, 2-1 A, 2-1 A 1, 2-1 B, 2-1 C and 2 -1 D. The storrialwater management facilities 3111111 mitigate the stonallwater quality and quantity and for such existing offidtis impacts , for the stormwater generated both within the Project the drainage am is conditions as described herein, as though the entire preexisting condition of to the existing off -site conditions and the an undeveloped wooded site and is being developed d Proposed on -site conditions. in addition, bicifilters shall comprise a minimum of thirty-three an onc�thiird percent d areas within the (33 113%) of the total required parking lot landscape - "Commercial Area" of the Project, as such Commercial Area is dedincated on Sheet G of the Application Plan ("Shoel G"). 4.3 Erosion and Seffirinkn-t-C-0-nkill]. he owner shall, to the rfaximum extent practicable", provide such additional appropriate erosion and sediment cont rol measures that exceed State and Local minimum standards. If there is a disfigreement regarding whether the standard of "maximum extent pract led, tbL Virginia Department ofConservation and Recreation will be icable" is saisr provided an opportunity to review and advise on such question. post -Construction Stonlowatter Martakiorno : The Owner shells to the (b) nlllximuTrj extent practicable, provide post -construction tormwater HMPs that am designed to 0% as published by the Center for acirim an average annual sediment removal rate Of 8 ied Proteleti (2000 edition). Watershed Protection in Article 64 of The Pr ce of Waters Then will include, but tire not limited to, blorreteration, bictratention filters and wall retention begins. Upon the commencrement of the applicable 4A Stream Buffer and RestoE "so . comment period, the Owner shall notify the County and provide the County with a copy of any application(s) to this U.S. Army Corps of Engineers and/or DEQ for any stream disturbance. s In po ties es addition, ifnecessary, after first looking on -site for mitigation Opportunities available to Bali fy the permitting process, the Owner shall contact the County for A list Of Off -site OP rin" within Albernarie County for such mitigation, and shall look for such mitigation opportuntiti off -site. V. TRANSPORTATION 5.1 Internal Street Construction Standards Public streets, which in any event shall include at least Leake Road, North Pointe Boulevard, Northiside Drive East and Northwest Passage, shall be (i) constructed in accord with the illustrative urban design cross stections shown on Shed D-I to the Application Plan C'Sheet D-1") and also in accordance with VDOT design standards pursuant to detailed plans agreed to between Owner and VDOT, and Cii) dedicated for lic use and offered for acceptance into the state highway systuaL Trees (with a maximum pub spacing of rilly (5o) fact), landscaping and sidewalks as shown on Shed D-I shall be installed standards, unless VDOT or and maintained by the Owner in accordance with County or VDOT the County agrees in writing to assume this responsibility, 5.2 Timing of Completion for Internal Streets. Before issuance of certificates of occupancy, Owner I;hall complete that segment of an internal street as shown on Sheet D-1 within the Project which serves the building or residence for which a certificate of occupancy is sought with at least the stone base and all but the final layer of plant -mix asphalt. The final layer of plant -mix asphalt sball be installed within One (1) year following the issuance of the first certificate of occupancy for a building or residence served by the affected street segment. 53 Road Improvements. owner shall design and construct all of the road improvements referenced in Sections 5.3,1(a), 5.33(b) and 5.3 1 (c) below, which are also shown "Ex mall on Sheet D-1 to the Application Plan and on Sheet E to the Application Plan entitled to Road Improvement Plan" ("Sheer E") (collectively, the "Road Improvementex unless such Road Improvements an first constructed or bonded by others, The various phases of the Road Improvements are also shown for illustrative purposes on a color -coded COPY of Sheet B that is attached hereto as Exhibit B, owner shall dedicate to public use any required rigirl-of-way that it nnw orhertafter owns; in fee simple. For purposes ofthis Section 5,3, the use of the term "road" as it applies to internal streets shall also have the same meaning as the word "street" in the A c County Code) where lbernarle County Subdivision Ordinance (Chapter 14 of the Albernarl applicable, 5.3.1 Desim and Phosins. All Road Improvements shall be designed and phased as follows: Design. The Road Improvements shall be shown on detailed road plans satisfying VDOT design standards whicli shall be submitted by the Owner for review and, when satisfactory, approved by VDOT and the county (except for the Road Improvements to U.S. Roorte 29, which shall be subject only to VDOT approval) (heremaher, the "Approved Road Plans"). The Approved Road plans shall show the width and length (except as specified in Sections 5.11(a)(1)(H) and (v) and Section 5.11(b)(1)(i)), location, type of section, and I of the Road geometries of all lane improvements as required by VDIOT design standards. Al Improvements shall be oclostructed in compliance with the Approved Road Plans. The Road Improvements to U.S. Route 29 shall be based on the then -current VDOT design speed and cross -slope requirements. Notwithstanding the provisions of this paragraph to the contrary, in the event that the internal residential street designs its shown on Sheat D-I are not accepted by VDOT, the Owner sball submit detailed road construction plans for such streets to the County for review and. when satisfactory, approval, subject also to the County's approval of private streets under the SubdivisiDn Ordinance (Ch. 14 ofthe Albemarle County Code). Phasing, The, Road Improvements shall be constructed and completed in three phases as set forth below; (a) Phase I Road Improvement . Prior to approval Of the first commercial subdivision plat or site plan within the Project,, Owner shall obtain all associated permits and post all associated bonds required for the construction of the following (collectively. the "Phase I Road Improvements'): (1) Southernmost Entrance on U.S. Rclute 29: (i) U,S, Route 29 Southbound - correction of the vertical curvature in tba roadway j us! north of the onliencle. Cii) U.S. Route, 29 Southbound -.construction of a continuous by VDOT) starting at a point 12 foot Wide through lane (with shoulders or guard tail as required Dart. that is 1000 feel north ofthe southernmost entranoe and extending south to Airport R (iii) U.S. Route 29 SDuthbound - construction of dual left turn lanes with taper at the crossover. (iv) U.S. Route 29 Soutbbound - construction of fight turn lane, with taper to serve northernmost entrance to SR 1515. (v) U.S. Route 29 Northbound - construction of a continuous 12 foot wide through lane (with should= or guard rail as may be rquiled by VDOT) extending final Proffit (Airport) Road (Route 649) to the Northwest Passage entrance. (vi) U.S. Route 29 Northbound - construction of a right hand turn lane at the Southernmost entrance, the geometries of which will be subject to VDOT approval. (vii) U.S. Route 29 Northbound construction of loll turn lane with taper into SR 1515. (viii) SR 1515 Eastbound - construction and/or restriping to provide left turn lane with taper. (ix) Installation of a traffic signal with 8 phase timing, video detection and associated intersection improvements at the intersection with U.S. Route 29. (x) Close existing crossover at U.S. Route 29 and Southernmost Entrance to SR 1515. (xi) Proposed Entrance Road between North Pointe Boulevard and U.S. Route 29. (2) North Pointe Boulevard, Leake Road and Proffit Roa& (i) Leake Road and North Pointe Boulevard, in accordance with thedissign eyogri-sections shown on Sheer D-1. from Priniffit Road to either NcTirdiside, Drive East or, if Northiside Drive East has not yet been constructed to the, roundabout at North Pointe Boulevard, North Pointe Boulevard she]] be extended to Northwest Passage. The Owner shall provide a fifty (50) fbot public right-of-way along Leake Road and shall construct a two-lane public street to be accepted by VDOT and as much of the other improvements shown on the croses-sections as possible within the available right-of-way as reasonably determined by the County Engineer. h as may be if ad sho n approved by VDOT and the County, at the intersection of Looks Road and Pro it Ro w on Sheet B and an additional werithound right tam Im on Proffit Road from Leako Road to U.S. Rote 29 as shown on Sheet a In addition, for property acquisition that is required for the off - site public right-of-way for constructim of the improvisments required by this Section 5.3, 1 (aX2Xii), the Owner shall make a cash contribution or provide a letter of credit in B form approved by the County Attorney for such purpose in the amount as deemed necessary fbr the property acquisition by the Comity Attorney, provided that such amount sball not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for acquisition and condemnation purposes. 'Me cash contribution or letter of credit described in this Section 5.3.1 (a)(2)(6) shall be used to pay for the total cost of the right of way acquisition. Thetotalcost of the right of Way acquisition for the uff-sitc proWy necessary to construct the improvements required by this Section 5.3.1(a)(2)(ii) shall include the normal costs associated with acquiring land, buildings. structures, easements and other authorized interests by Condemnation or by purchase including, but not limited to, land acquisition, engineeriM surveying, and reasonable attorneys fees. The cash contribution or the letter of credit shall be provided by the Owner within thiny(10) days upon request bytbe County. IftheprDpertyisnoguiTedbypurchmthe contribution far the purchase price shall not exceed one hundred fifty percent (150%) of the County's fail- market value appraisal prepared for condemnation purposes without the consent of theOwner. Ifthe cost 017010 Tight OfWaY acquisition exceeds the amount previously contributed, then the Owner shall reimburse the County all such excess costs within thirty (30) days upon request by the County. The County shall refund to the Owner all excess contributions upon completion oftbe land acquisition. (iii) Intentionally Omitted (iv) An additional through lane tastbound on PrOffit Road from U.S. Route 29 to the roundabout at the intersection ofLeake Road and Proffit Roadl. In addition, for property acquisition that is required for the off -site public rigbt-of-way for construction Ofthe I I mprovements required by this Section 53. I(a)(2)(iv), the Owner AWI make a cash contribution tomily for such purpose in the or provide a Letter of credit in a form approved by the County At amount as deemed necessary for the property acquisition by the County Attorney, provided that Such amount shall not exceed one hundred fifty percent (150%) ofthe County's fair market value appraisal prepared for acquisition and condemnation purposes. The cash contribution or letter of credit described in this Section 5.3.1 (a)(2)(iv) shall be used to pay for the total cost of the right of way acquisition. The total cost ofthe right ofway acquisition fbr the off -site property necessary to construct the improvements required by this Section 5.3.1(a)(2)(iv) shall include the normal costs associated With acquiring land, buildings, structures, casisments and other authorized interests by condemnation or by purchase including, but not limited to, land acquisition, engineering, surveying, and reasonable attorneys fees. The carith contribution or the letteir of credit shall be provided by the Owner within thirty (30) days upon request by the County. Ifthe property is acqui y P t e contribution for the purchase, price shall not exceed one hundred fifty percent (151)14/4) of the Counity's fair market value appraisal prepared for condemnation purposes Without the Consent Of the OWTBT� If the Cost Of the Tight 'Of Way acquisition exceeds the amount previously contributed, then the Owner shall reimburse the County all sort excess costs within thirty (30) days upon request by the County. The County all excess contributions upon completion of the land acquisition, shall retired to the Owner Ban (15) months Completion of the Phase I Road Improvements Within fift after the issuance of the first building permit for a commercial building within the lands subject to the first commercial subdivision plat Or Site plan within the Project, ()I prior to the issuance of a rartificate of occupancy for such building, whichever is earli all of the Phase I Road Improvements shall be accepted by VDOT for public use or bonded for VDOT*s acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public We Or bonded to the County for VDOT's acceptance ifsuch Road improvements an a secondary highway. (b) Phase 11 Road Imildroveratents Prior to approval of the firsi site plan that cial, office and hotel gross floor area as shown on Sheet A would authorize the aggregate commer d ninety thousand (290,ODO) square fed, Owner shall within the project to exceed two hundre obtain all associated permits and post all associated bonds required for the construction of the following (collectively, the "Phase 11 Road Improvements"): (1) Middle Entrance on U.S. Roule, 29.(NoAhside Drite East/SR im -tion of a continuous (i) U.S. Route 29 Southbound --consirric: with shoulders or pand rail as may be required by VDOT) starting at 12 loot wide through lane ( extending to the point where 11 B point that is 1000 feet north of the Middle Entrance and to Section 5.3.1(a)(I)(ii). connects with the portion Dftbe lane contructed pursuant (H) U.S. Route 29 Southbound - construction ofdual left turn lanes with taper, U�& Route 29 Southbound - construction of a right turn (iii) lane with taper - construction of a Tight hand (jv) U.S. Route 29 Northbound (v) U,S. Retire 29 Northbound construction ofleft turn lane turn lane at the Middle Rntrancc� the geometries ofwhich will be subject to VDOT approval. with taper, construction of or restriping of lanes (vi) SR 1570 Entleound to result in separate lefl, through and right turn moventerits allation of a traffic signal (vii) Entrance road Westbound - inst with 9 phase timing, video detection and associated intersection improvements on U.S. Route 29. (Viii) Existing crossover at Cypress Drive - construction to close the crossover. (ix) Frontage mad from Cypress Drive to SR 1570 construction of a public street to serve properties currently accessing U.S. Route 29 through Cypress Drive. (2) Northside Drive East between U.S. Route 29 and North Pointe Boulevard as shovint on Shoct D-1. rovements. Within fifloon (15) months Comohedon of the Phase 11 Read Imp after the issuance of the first building permit fDr a building within the lands subject to the first subdivision plat or site plan that would authorize the aggregate commercial, office and hotel ross floor grea as shown on Sheet A within the Project to exceed two hundred ninety thousand (290,000) square feet, or prior to the issuance of a certificate of occupancy for any building that causes such gross floor area to exceed two hundred ninety thousand (290,000) um feet, Sq whichever is earlier, all of the Phase 11 Road Improvements shall be accepted by VDOT for I public use or bonded for VDOT s acceptance it' such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT"s acceptance ifsuch Road improvements are a secondary highway. (c) Phase I I Road Improvements. Prior to the earliest DE (I) the approval of the first subdivision plot or site plan that would authorize the aggregate number of dwelling units within the Project to exceed five hundred thirty-three (533); (ii) the approval of a subdivision plot or site plan for tiny development of The Neighborhood Investment Property or any portion thereof; or (iii) the five (5) year anniversary of the date of issuance of the first Certificate of occupancy for a building or premises within the ProjecL Owner shall obtain all associated permits and post all associated bonds required forthe construction of the fbllowing Toad improvements (collectively, the "Phase III Road Improvements") to the extent any such road improvements have not already been completed: (1) Northernmost Elitrill1ce (OPROSitta a & Clark Drive) on U.S. Route 29: (i) U.S. Route 29 Southbound - construction of left turn lane with taper. (fl) Northwest Passage from U.S. Route 29 to North Pointe Boulevard. right hand (iif) U.S. Route 29 Northbound - construction of a tum laareI the geometries ofwhiob will be subject to VDOT approval. Ci v) ifirot already constructed, North Pointe Bouletvard between Northside, Drive East and Northwest Passage. (y) if the traffic signal to be constructed by others is in place prior to Owner commencing wcTk on this Northemarrost Entrance, and such traffic signal only includes three lap, owner shall add the fourth leg to the signals which shall include additional mast arms, signal heads and ancillary equipment necessary to support Northwest Passage's use of the intersection, as determined by VDOT. If such traffic signal is not in place and the is warrants to be met and VDOT vehicular traffic generated by the Project cat es the VDOT signal requires that a traffic signal be installed as a condition ofthe enhance permit, Owner shall install such traffic signal. Notwithstanding any other provision contained in this Proffer (2) Statemeni;, within one hundred eighty (180) days after written notice from the County that it intends to bufld Em elements" school on the School Lot (as "School Lot" is defined in Section 9, 1), the owner shall submit road plans for the construction of Northwest Passage from North Pointe Boodervard to U.S. Route 29 to VDOT and to the County for rovitew, and when satisfactory, approval. FUlthernione, within twelve (12) months after issuance of the building permit for congtructi On Ofthe elementary school, and if not already completed, Owner will corn lete (i) Northwest Passage from North Pointe Boulevard in U.S. Roula 29, (ii) the p into Boulevard from improvements ad forth in Section 5.3.1(c)(1) above, and (iii) North PD chnn Lot, Nortlisido Drive East to Northwest Passage, To allow the development of the S I the owner shall grant all temporary easements as necessary to allow ingress and ogress for vehicles nance n an and construction quipment, grading, the installation and mainte of eintract d sediment control stractrues or measures, and any other associated construction easements, art such temporary casements are shown on the subdivision plat or site plan for the School Lot and mutually agreed to by the Owner and the devc1uper ofthe School LOL Compleflan ofthe Phase III Read improvements Within twelve (12) months after the occurrence of The applicable event in Section 5.3.1(c) which required the Owner to obtain all associated permits and post all associated bonds required for the construction of the Phase Ill Road improvements, all of the Phase III road improvements shall be accepted by VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance ifsuch Road Improvements are a secondary highway. 5.3.2 Upon request by the County, Owner shall make a cash contribution to the County or VDOT for the Will of a cable or wireless radii) system that will link one or more of the signals between Lewis and Clark Drive and Airport Road; provided, however, that the total cash contribution shall not exceed thiTty-five thousand dollars ($35,000). Subject to matters of force Trujoins, if the County does not request the funds, or does request the funds but the construction of the system does not begin by the later of December 31, 20 10 or threts (3) yew after completion ofall oftheRclad improvements, said funds shall be refunded to the Owner. 5.3.3 Prior to the approval otplam for improvements at any U.S. Routis 29 intersections Owner shall provide VDOT tmffio signal network timing plans that VDOT finds acceptably address the impacts ofthe proposed traffic signals for peak traffic periods. 5.3A Reelonall Trousourtation Study, Cash Contribution THIS PROFFER HAS BEEN SATISFIED. Upon request by the County, Owner shall make a cash contribution ofunis hundred thousand dollars ($100,000) to the County for the purposes of funding a regional transportation study for the Route 29 corridor, which includes the South Fork and North Fork of the Rivanna River and the Hollymead Growth Area of which North Pointe is a part. The contribution shall be. made within thirty (30) days after requested by the County anytime after The roximingis approved. Iftho request is not made within one(]) yew after the date of approval of the fast final site plan for the first commercial building within the Projel:4 this proffer shall become null and void. If such cub contribution is not expended for the stated Purpose Within three (3) years from the date the funds were contributed to the County, all unexpended funds shall be reflinded to the Owner, VI. OPEN SPACE AREAS AND GREENWAY 6.1 Pedestrian PathwaYS, All pedestrian pathways shall be classified as shown on the Pedestrian Pathway Key on Sheet G and, except for the pathways to be constructed by the County, shall be shown on the subdivision plat or site plan for the underlying or adjacent lands within The Project. The pathways shall be constructed by Owner as Class A or Class B trails as identified on Sheet G, and in accordance with the applicable design and construction standards in the County's Design Standards Manual. Such construction shall be in conjunction with tile improvements for the subdivision plat or site plan. as the case may be, and bonded with the streets it the pathways are a subdivision improvement, or with a performance bond if the pathways art a site plan improvement. The pathway shown oil Sheet 0 along Flat STanch north and South of Northside Drive East shall not continue through a culvert if a culvert is used for the stream crossing. The pathway intended for the culvert between Park E and Park F under North Pointe Boulevard shall conform to the applicable standards in VDOT's -Subdivision Street Guidance" and Owner shall maintain the pathway if it is not accepted by VDOT for maintenance. by the county, owner shall dedicate to the County the lake 6.2 Lake. Upon request shown on the Application Plan for public usc� provided that such lake will be available for use by Owner for stormwater management as described in Sheet C to The Application Plan entitled "Storrinwater Management and Stream Conservation Plan" ("Sheet C'), VII. THIS SECTION INTENTIONALLY DELETED VIII. MBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Libra (a) Upon request by the County, Owner shall dedicate to the County the fee simple interest in the land shown on Sheet B as a library, consisting of a 15,000 square foot fully graded pad site, with utilities, to accommodate a 12,50D square foot building footprint, a five fool perimeter strip and up to a 25,000 square foot building, together with a nonexclusive, casement to the adjacent common area for ingress, egrals, construction staging and sufficient County Code required parking, stormwater detention and water quality fauilities for the location of A freestanding Jefferson-Madism Regional Library Lwil such other uses that are Compatible with the proposed surrounding uses, as determined by the County (the "library Lot"). Notwithstanding the terms ofthe prior sententin; to the contrary, ifthe requirements for the library building require a larger building footprint, the County may authorize the libmy building fbotprint to be larger than as stated in the prior sentence, provided, however, that the size of the area shown as "Park If' on Sheet B ("Park H") and/or the sin of the adjacent parking am immediately north of the library Lot on Shect B (the "Library Parking Lof) shall be adjusted accordingly to accommodate such larger building footprint. The Owner shall not be responsible for any utility tap fees, but Owner shall complete construction of the Library Parking Lot and The owner shall permit the County to use the other parking areas Serving the library LOL Library Parking Lot and/or, if not already constructed, Park H, for purposes of construction staging. Within twelve (12) months after written notice from the County that it intends to begin construction of the library, the; Owner shall make the access roads and the area of the Library Parking Lot available with at least a four inch comptacted stow base for use as access and construction staging. such street access serving the library Lot and the Library Parking Lot shall be completed and available ibr use no later than ten (10) months after issuance of the building permit for the library, provided, however, that asphalt pavement in areas used for construction staging by the County shrill not be required to be installed until thirty (30) days (or ty has such larger reasonable time as may be necessary due to weather conditions) after the Coun removed its construction -related material and equipment. Upon the request rafthe County, Park intainfils 14 shall also be dedicated to public use, but the Owner shall not be responsible for me 0 air such park, Owner shall be responsible for maintenance of the Library Parking L I and oth nty shall have no obligation to be a member parking spaces serving the Library Lot and the Cou of any owner's association. The County's request for dedication of the land for the Library Lot and Park H shall he made within three (3) years following the laterto occur of(i) issuance ofthe woor's completion of the infrastructure first residential building permit wilhiri the Projecl, (H) 0 (including but not limited to streets, water, sewer, electric, gas) required for the use of the Library L4 or (iii) December 31, 2016 (which December 31, 2016 deadline may be extended by written mutual agrwment ofibe Owner and the County), Ifa request for such dedication is not made within three (3) years following the later ofthese dates, this proffer will be null and void. (b) Green ]It the event that the requirements for the library building require a larger building footprint, and the County elects to authorize the library building footprint to be larger than 12,500 spare feet pursuant to section 8. 1 (a) above, and in the further even Owner shall accept such ownership at a assume ownership for a portion of the larger building t that the building is developed as a condominium and the County requests the Owner ta reasonable price upon which the parties may mutually a9vei and sball contribute to the County, on a pro rate basis based on the proportional size ofthe portion of the library building owned by the Owner relative to the size of the library building as a whole, the war of designing and sired by the County, installation of a 'Most costs may include, if de constructing such building, I If one, g th "green roof, and any additional expenses associated with atructural y calif in e roof as necessary to support the grmn roof Within ten (10) days after roleCipt of a request for payment by The County that is accompanied by documentation to support the progress payment arnount as provided in the construction contract, the Owner shall submit such payments to the County. Alternatively, in the event the County atects to design the library building as a Leadership in Energy and Environmental Design ("LEED") buildirw, the Owner shall contribute to the County, on a pro rate basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the additional costs of constructing the library building to obtain LEED certification for the building. Within ten (I D) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction oontract, the Owner shelf submit such payments to the County. The design of the green roof, or the criteria utilized to obtain the LFED certification, as applicable, shall be in the County's discretion, 8.2 Affordable Housin , Subject to the terms and conditions of this Section 8.2, the Owner shall provide a minimum of forly (40) "for -sale" residential dwelling units as affordable dwelling units, a minimum of sixty-six (66) "for -rent" residential dwelling units as affordable dwelling units, and a minimum of four (4) Carriage House Units (as Carriage House Units am defined in Section 8.2(d)). The forty (40) "for-salefI' residential dwelling units shall be comprised of the following types of dwelling units: twelve (12) from multi -family, twelve (12) from "othee' (consisting of townhoures, duplexes, attached housing, condominiums in the commercial areas and other unidentified housing types); and sixem (16) from single family detached, each at the sale prices and under the terms and conditions set forth in this Section 8.2. ts to the subsequent The Owner shall convey the responsibility ofconsttucting the affordable uni owners of lots within the Property. (a) multi-ramily and "Othe For -Sale Affordable Uait . For multi -family and "other" for -We affordable dwelling units within the Property, such affordable units shall be affordable to households with incomes less than eighty percent (80%) of the area median family income (the "Affrdable Unit Qualifying income"), such that the housing owls consisting of principal, interest, real estate taxes and homeowners insurance (PIT]) do not exceed thirty percent (30%) of the Affordable Unit Qualifying Income, provided, however, that in no event shall The selling price of such affordable units be less than the greater of One Hundred Ninety -five percent (65%) of the applicable Thousand Four Hundred Dollars ($190,400) or sixty Virginia Housing Development Authority f'VHDA'J maximum mortgage for first-time himle buyers at the beginning of the 90-day identification and qualification period referenced in Section 8,2(f). (b) Single Family Detapbod For -Sale Affordable Units f"Moderately-priced -sale affordable units within the Property C'Moderately Units" For single family dewhed for Priced Units'), sucb Moderstely-Priced Units shall be affordable to households with incomes less thant one hundred twenty pareent (120%) of the am median filimilly income (the "Moderately -Priced Unit Qualifying income"), such that the housing costs consisting a PITI do not exceed thirty percent (300A) of the Moderstely-Priced Unit Qualifying Income, provided, however, that in no event shall the selling price of such Moderiately-Priced Units be required to be less than the greater of Two Hundred Thirty Eight Thousand Dollars ($238,ODO) or eighty pereent (80%) of the applicable VHDA inartination mortgage for first-time; home buyers at the cold in Section 8.2(f), beginning of the 90-day identification and qualification period refteren (c) For -Rent Affordable Units. For a period of five (5) years following the data rd or until the the certificate of occupancy is issued bythe County for each for-Tistat affordable u t, units am sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term")IF such units shall be rented to households with incomes less than the Affordable Unit Quell -ren fying Income. No for t affordable unit may be counted more thaga orice towards the number of for -Tent affordable dwelling units required by this Section 8.2. Ct) Conveyance of All deeds conveying any interest in the for - rent affordable units during the Affordable Tenn shall contain language reciting that such unil is subject to the terms ofthis Section 8.2(o). In addition, all Cordnictil pertaining to a conveyance of any fer-rient affordable unit, or any part thereof, during the Affordable Term, shell contain a complete and full disclosure, of the restrictions and controls established by this Section 8.2(r). Prior to the conveyance of any interest in any fbr-rent affordable unit during the Affordable Torm, the then-gurrent Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number oftbo potential granim and state that the requirements of this Section 8,2(c)(i) have been satisficid. (ii), Annual Reportin . During the Affordable Term and within ninety (90) days following the end of each calendar year, the then -current owner shall provide to the Albemarle County Housing Offlue a certified annual report of all for -tent affordable units for the immediately preceding yew in a form and substance reasonably acceptable to the County reasonable notice Housing Office. Subject to all federal, state and local housing laws, and upon during the Affordable Term, the thien-current Owner shall make available to the County at the then -current Owner's premises, ifirequested, any reports. copies ofrental or lease agreements, or other data pertaining to rental rates as the County may reasonably require, (d) Catinjapis House Unit . Carriage House Units shall meet the requirements for a single family dwelling as dellined in the Virginia Uniform Statewide Building Code, sball be on the same parceJ as the primary dwelling unit to which it is accessory, and shall not be subdivided from the primary residence f'Carrigge House Units"). The Subdivision resteiction shall be included on the plat creating such parcels and be incorporated into awl deed conveying title to such parcels. (a) Each subdivision plat and site plan for land Within the Property which fior this Sedion 8.2(*) she]] include Moderatoly-Priced Units) includes affordable units (which, shall designate the lots or units, as applictibleF that will, subject to the terms and conditions of this proffer, incorporate affordable Units as described herein. The first such subdivision plat or site plan shall include a minimum of three (3) such affordable units. Thereafter, and until the total number of affitirdable dwelling units proffered hereunder shall have been fulfilled, the Owner shall provide it minimum of three (3) such affordable dwelling units per year. Eachfinal subdivision plot and final site plan also shall include a running total of the number and permniage of affordable units previously provided and proposed to be provided by the subdivision plat or site plan. For purposes of this Section 8.2(c), such units shall be deemed to have been proided whon the subsequent owneebuilder provides written notice to the County Housing Office or its designee that the unit(s) will be available for sale, as required by Section 8.2M below. In the event that the Owner provides more than three (3) affordable dwelling units in a single yew, the Owner may "carry over" or "biarik" credits for such affordable units, such that the additional affordable units which exceed the minimum annual requirement may be allocated toward the minimum number of affordable units required to be provided for any future year. The maximum number of affordable units that may be carried over or banked shall not exceed twelve (12) per yen. Notwithstanding the terms of this Section 8.2(e) to the contrary, upon the written request of the Owther, the Courtly may authorize an alternative proms and/or schedule for the provision and/or ditilivery of such affordable units upon a determination that the reiquesil is in general accord with the purpose and intent of Section 82 an&,or otherwise furthers the goals ofpToviding affordable housing in the County, (0 All purchasers of the for -sale affordable urits shall be approved by the Albemarle County Housing office or its designee. no subsequent owner/builder shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the affordable unit The ninety (90)-day period shall commence upon written notice from the tben-current ownterbuilder that The unit(s) will be available for sale. Ifthe County or its designee does not provide a qualified purchaser who executes a contract of purchase during this ninety (90)-day period, The theri-currient owner/builder shall have the tight to sell the unit(s) without any restriction on sales price Or income ofthe punchaser(s), provided, hcrwisvor� that any unit(s) sold without such restriction shall nevertheless be counted toward the number of affordable units required to be provided pursuant to this terms of this Section 8.2. The requirements of this Section 8.2 shall apply only to the first sale ofetirb ofthe affordable units. (g) The County shall have the right, from time it) time, on reasonable notice and subject to all applicable privacy laws, to inspect the records of Owner or any successors in interest for the purposes of assuring compliance with this proffer. (h) Cash Proffe. THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days after the 'Board of Supervisors approval of ZMA 2000-009, the Owner shall cause to be contributed three hundred thousand dollars ($300,000) cash to the County of Albemarle for the Albemarle Housing Initiative fund or such other similar fund as may be established or authorized by the County. The contribution shell be to fund afrordable home ownership loan program within the Project and other are" of Albemarle County, including these provided by non-profit housing agencies such as the Piedmont Housing Alliance, Habitat for Humanity, and the Albemarle Housing Improvement Program. If such cash contribution is not expended for the stated purpose within five (5) years from the date the funds were contributed to the County, all unexperided funds shall be refunded to the owner. IX. EDUCATIONAL AND OTHER PUBLIC FACILITIES Within two hundred seventy (270) days followint, 9.1 Elementary Sabo I Site. request by the County, Owner shall dedicate to the County the land shown on the Application Plan as "Elementary School 12,85 Acres Schematic Layout", consisting of approximately 12.85 acres (or a smaller portion oll'such land in the County's sole discretion) (the "School Lot"). Prior 5 to dedication, The School lot shall be graded and compacted by Owner to a minimum of 9 % compaction as measured by a standard ProcloT test with suitable material for building 0 County construction as oertified by a professional engineer or as otherwise approved by th Th Engineer to establish a fully graded pad site to accommodate an elementary school. recreationall field improvements shown on the Application Plan "I be fine graded and have top soil and soil amendments added, and the marine for an undergmund irrigation system serving the racreartlonal fields shall be installed, Such improvements shall be reasonably equivalent to those existing all the recreational fields at Baker -Butler Elementary School, exclusive of any above ground improvements, The pedestrian pathways as shown on the perimeter ofthe School Lot an the Application Plan shall be reflected on the subdivision plat prepared by Owner creating the the pathways shall be installed when the site is graded for the recreation fields. School Lot and The Owner "I provide all utilities to the School Lot. The dedication sball inelude easements across Ovater's land for access to and use of Storm Water Basins 5 and 10 shown on the Application Plan, together with all temporary construction easements to allow Stortirwater Basin 10 to berediesigned and enlarged, ifnecessary, to accommodate the School Lot stormwater. The School Lot sball be used as an elementary school site, but if the County determines that the School Lot will not be used as an elementary school site� it shall be used by the County for park If the: and recreational purposes serving both the North Pointe community and the region, County does not request that the School Lot be dedicated by the later of Dipoember 31, 2016 (which Devember.11, 2016 deadline may he extended by written mutual agreement ofthe Owner and the County), or three (3) years after the issuance of the first residential building permit care the School Lot for within the PrqjecL the Owner shall be under no further obligation to dedi the purpose described herein, bill shall, by January 30, 2017. or thirty (30) days after such later date, contribute five hundred thousand dollars (S.500,000) cash to the County to be used by the County for projects identified in the County's 011, reasonably related to the needs of the North Pointe community, and in such event the School Lot may be used for other residential purpoes as approved by the County after request by Owner for an amendment to the Application Plan. fir park and After dedication and before the County uses the School Lot for a school or f recreational purposes, and ifrequested by the County, Owner shall maintain the School 1.01 until requested by the County to Ila longer do so, suklect to the Ownerts right to exclusive use of the h park and recreational purposes she] I be only School Lot for park and recreational purposeg. Sur The those uses shown on an approved final site plan or subdivision plat for the area that includes nance of School Lot, Upon being requested by the County, Owner shall cease all use and mainte the School Lot and remove all improvements established by Owner that the County requests be removed. The County shall not be obligated to pay Owner for any improvements established by Owner that the County retains. The deed of dedication for the School Lot shall provide that if ool the County accepts title to the School Lot and then does not construct cither a park or a sch within twenty (20) years following the date the Board of Supervisors approves the ZMA Amendment, then upon Owner's request title to the School Lot shall be transferred to Owner tit no expense to Owner. 9.2 Bus Stop urnoffig, Has Stop Improvements, and Bull Service. (a) Owner shall construct ten (10) public bus stop turociffl; as shown an the Application Plan, or otherwise two (2) in the southernmost residential area, four (4) in the commercial areas and four (4) in the other residential areas, each in a location mutually acceplable to Owner and the County. The bus stop turnoffs shall be approved with street construction plans for the Project and bonded and constructed with the streets. (b) Upon the request by the County, Owner shall contribute the total sum of twenty five thousand dollars ($25,000) cash towards the design and construction of the above ground bus stop improvements such as benches and shelters meeting standards established by the CDurityateaebbusstop, if the County does not request the funds, or requests.the funds but does not construct the bus stop improvements by the later of December 31, 2015 or three (3) years after completion of the road network that includes the bus stop turnituffig, then subject to matten; of force majoure, the unexpencled funds shall, in the discretion of the County, either be returned to owner or applied to a project identified in lilt County's capital improvements program viIithin or adjacent to the Project that benefits the Project. (c) Within thirty (30) days after the introduction of public transportation to the Projects Owner shall contribute twerrity-five, thousand dollars ($25,OOD) cash to the County to be used for operating expenses related to such service, and shall thereafter annually contribute Twenty-Fivt Thousand Dollars ($25,000) cash to the County to be used for operating expenses related to such service for B period of nine (9) additional years, such that the tml funds contributed to the County pursuant to this Section 9.2(c) shall not exceed Two Hundred fifty Thousand Dollars ($2501000). Ifthe introduction ofpublic transportation to the Project does not commence by the later of ten (10) years after the 'Board of Supervisors approve$ die ZMA Amendment, or seven (7) years after the date of the issuance ofthe first certificate Dfoccupanry for the first commercial building within the Project, this Section 9.2(c) shall belcome noH and void. X. ACCESS TO ADJACENT PROPERTIES I 0A Dedication ofRjelit-of-Way-Extension to Parcel 22E. Unless the dedication offlublic right-of-way and the construction of such street are required in conjunction with the approvall of a Subdivision plat under Albemarle County Code 14-409 and related sections, or their successors: Owner shall reserve the fifty (510) foot wide right-of-way located within the area shown on Sheet B and identified as a "50' R.O.W. Reserved for Future Dedication" C4)n=ting a right- of-way from the proposed middle entrance road into North Pointe to the southern property line of Tax Map 32, Parcel 22E C1rMP 32-2213"). Prior to the issuance of a building permit for ice of the Building 32 as sbOWM on the Application Plan, Owner sholl record in the Clerk's Off Circuit Cirturt ofAlbernafle County, a currents irrevocable dead oftledication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Drdication." Owner acknowledges that if it is not part of Ii subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the fbl]Dwing conditions: (i) that TMP 32-22E shall have been upzorled; and (ii) that prior to its use for road purposes, there shall have been constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the. ocinstruction of the access road serving Building 32, the Owner shall construct the intersection curb radii or the road saying TMP 32-22B and extend construction of such road for at least a minimum of one hundred (100) feet fram Northside Drive East. ne Owner shall also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a filtrato road extension. Owner shal grant temporary construction easements as F 32- determined necessary by the County Engineer to allow for the Toad to be extended to TM 22E, which construction easements shail be on Owner's property and outside of the dedicated Tight -of -way, and shall be established by the applicable site plarL No finpulDverreints shall be located within the temporary coratruction cingerreents until construction of such Toad has been completed. 10.2 Access to Tax Mai) 32A. Section 2. Parcel A (current Northwoods Mobile Home Park ProOert-A. Unless the dedication of public right-of-way and the construction of Such Street = TeqOiTCd in conjunction with the approval of a subdivision plat under Allifleguarlts County Code § 14-409 and related sections, or their successors: Owner shall reserve an area in the location labeled "50' R.O.W. Reserved for Future Dedication"at the eastern end ofthe main commercial access row from U.& Route 29 on Sheet B for access to Tax Map 32A. Section 2, Parcel 4 ffMP 32A-2-4'1. Prior to the issuance of a building permit for Building 6 or Buildings V I through V6, each as shown an the Application Plan, whichever is carli Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50"R.O.W. Reserved for Future Dedicatiom' Owner cknowledges that if it is not part of a subdivision plat approved by the County, such ' a oft of dedication must epted by the Board. Such be first reviewed and approved by the Board of Supervisors and see deed of dedication shall include the following conditions: (i) that TMP 32A-2-4 Shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been constructed on the land so dedicated it road approved by the County and accepted by VDOT for public use or bmilded for VDOT�s acceptance. At the time of the construction of the munclabolut serving Building 6 and Buildings VI through V6 the Owner shall construct the intersection curb radii and extend construction of the road for a distance of at least thirty feet beyond the roundabout. The Owner slid also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. After dedication and befm the conditions ofthe dedication have been satisfied, and ifirequested by the County, Owner shall maintain the dedicated land until requested by the County to no longer do so, subject to the Ownees Tight to exclusive use of the dedicated land for park, Tacreational, and/or greenspace purposes. Upon being mquested by the County, Owner shall Q and maintenance of the dedicated land and remove A improvements established by cease all us owner (if any) that the County requests be removed. Owner shall grant temporary construction d to be extended easements as determined necessary by the County Engineer to allow for the Too to TMP 3ZA-2-4, which construction easements shall be on Owner's property and outside of the dedicated right-of-way, and sball be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such Toad halt been complated. XI. SIGNATORY 12.1 Certific . The undersigned certify that they are the only owners ofthe Property, which is the subject DfthC ZMA Amendment. Property and each reference to 12.2 The Owner. These proffers shall run with the Owner within these proffers shrill include within its meaning, and shall be binding upon, Owner's successor(s) in interest and/or the devisloper(s) of the Property or any portion of the P-perty. (Signature Pages Immediately Follow) and/or via facsimile with the Sam This Prcffler Statement may be signed in countic full force and effect as if all signatures were original and on one document. Signatum of Contract Purchaser and All Own con urchoser: N TTI POINTE CHARLOTTE B Grant tom M I Compa-Iny, Manager its: Date: COMMONWEALTH OF VIRGINIA CHARLOT'MS'VJLLF C17Y OF e jurisdiction aforesaid hereby certifies that nd -d Notary Publ" in, and 111 17 Great Eastem Management Company. CkqiW%u r, M��, .11 1 . to Manager of No Pointe Charlottesville, LLC, Virginia limited liabil ity company to signed the foregoing Amended and Restated Proffer Statement beating the date as of X�"4 A 2013, acknowledged the ame before me in my jurisdiction aforesaid on behalf Of s9d limited liability company. Given linden my hand thi is J6 day of 013, My Kn expires: [SEAL) czmft�� pu�, 04 d ; :ILL ASSOCIA:TE�S L.L.C, err E ant Comp Date: COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE a, j Th d gried Notary Public in and for th J afio aid hereby ceatifies that 1A* -whose name as f Gread Eastern Management Company, manager ofVioIct7HilI Associates, L.L.C., a Vi inia limited liability company, is signed to the Amended and Restated Pruffirr Statement bearing the date as of 2013, acknowledged the samebefore me in myjurisdiction aforesaid on behalf'ofsaid limited liability company Given under my hand this day of 2013, My commission expires: y: toCWAM [SEAL] eLai MY Corral. Exr, vv--i 3; 2014 CV4 CWl PROPE FS LIMITED 1 By. , T7 Lim ad Partrueshp, I E Date: Partner c Get, �al COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE undersi Ed Notary Publi vA'n an for c jurisdiot on aforesaid hereby certi as that h Am w car name as f Greld Eastern Management Company, General F or of Towers Limited Partnership, General Partner of CWH Properties Limited Partnership, a Virginia limited partnersbi I is signed to the foregoing Amended and Restated Proffer Statement bearing the date as of _t?, 2013, acknowledged the same before me in inyiurisdiction aforesaid on behalf ofsaid IYulnership. Given under my hand this dayof.NCV44J`;e 2013. MA"mmu now Public n xPires: 0annoweallh of Orgink) My coma My Coaft M9983 EV. March 31, 2014 �_- fm — [SFAL) Notary PuRfi& Ul Z UJ UJ Z () Z UJ C: C-) M LO 0_0 0 r- C) co C"2 -rt 0 N co 0 Q) -I,,.....,,� 4-) C) bt �Ml ;L4 lasall co T-as! sRI rac� o P-4 rassall ;_4 11 44 CC) 0-4 Q) -1--) U) LO co CO co 01 C L- C 0 0 0 41 0 0 - 0 0 41 41 0 _0* :3 (1) 41 E T H 6 0 BRIAN C.. CHELL Lic, No, 035724 Q) +1 07IJ112020 -0 X1, 0 PC, - L_ S/ONAL �2 41 0 C/) 6 Q) 0 C/) - 0 9) :3 0 L_ 0 >% Ci- 0 0 CF 0 0 I- Cl. V L_ REVISIONS CDA TE ITEM 10107116 PER COMMEN TS 12118118 PER COMMEN T510 WNER 05117119 PER C01VIVEN TS 08127119 PER COA41WEN TS _R OW 071,3112020 PE NER r LLI U) (00 0 4-- 0 Ci- 0 CIL DA TE 04-27-2016 :D 41 U) CSCALE NO SCALE :D 0 PROJECT MANAGER P.E. BRIAN C. MITCHELL, LPE. ) Fn 0 DESIGNED B Y BCM / JLS :D CHECKED B C 0 PROJ.# :D SHEET # C — 1A i I - 1 1 " , 1, ", , 'L/ ", , I " 11 1 * i 1/ 11 i I / I--- _ 1 1 1 � ,, ,, ,, / I '/ , " . "" \ -, __ ------------- 1, 1 11 / I , , F` % PARKS 0 17-A l" SIZE MODIFIED --- ---- ---- — ------ IF MARK TYPE LANDSCAPING ACTIVITY :SQ. FT SIZES (S.F.) CRITICAL SLOPE •— -- — ------ — B Natural public amphitheater Grass bowl Passive 12,996 WA ----------- — - A Residential Park Landscaped grass benches passive 19500 WA ------- — -- C Residential Street Island Landscaped grass Passive 16,457 6,936 98 --- — -- PRESERVED D Natural Valley Entrance Natural woods & benches Passive 27,923 29.370 's -it 65,872 "GL7 OT WIT QUIN > E South Club House Recreation Area Pool and natural woods Arrive I Passive 46,507 IS&e lmv� p,I III.- �iMj Souh Club House Picnic Area Active 53,600 0 L 4 fi�---------- — --- F Play courts in natural woods 47,267 G Exercise Pathway MANAGED -------- Landscaped walk& benches Active 36,544 NA 11 Urban Plaza (landscaped) Landscaped walkways Passive 12,100 WA North Club House Recreation Area Pool and natural woods Active I Passive 50,069 64,087 ASCA CREATED/MAN r 'TO GRAVI Ing Natural Valley Entrance and Play Area Play court in natural woods Active i Passive 11,586 12,392 El 11 it TOTAL 294.881 307:0:6:3j - -- - --------- ------ ----------- ---------- t > - -------- I L ----- - - FOR FUTURE DEDICATION a -PPON DEMAND J�j --- — ------ --- 4------------ TEMPORAR -- — ---- EMERGEK�Y _-CUL 'J ACCESS --------- 72 125 26 4OltL -2 ------ 1k 4 171 IS 170 21 TIIL ------- i6s ■21 F 4 167 36 IF 19 P �K 4 A Z (6CHrOcil 7RdFRS II III :ki IM, TrF-11; III M I ILI I III __tip S ice, F� � � � r �� ..® � 110 VA Fill -mom pgr 4 f", will r ol, ant si � ,, 4 . ................ . . . A jAk MPS NARY RESERVED FOR FUTURE DEDICATION F UPON DEMANb ----------------- - ------ DRIVE,, ------ 1:1 LI *'j, m0ijmFT_mZm II I ►► C_ 0 0 v ►: 1 1� 0 'qu 1 1) WIT, h I I IV ------- --- — -------- — — — ------- AD 'IM OVEME S BLESS' -- --------- -PROFF, AMEN 1 -MO IT-.--" -OV, TQ E -- - ------ - <A , , ,NORTH -- - ------- -- - ------ - --- - N11 IL eU -el POINT RIV1\NA DISTRICT ALBS LE L -------------- --- — --------- — -- — -- — --- -------------------- --------- --------- --------------- L�V --- - --------- - -- ---------- GREAT EASTERN MANAGEMENT ----------------- --- ----------- 2619 HYDRAULIC ROAD CHARLOTTESVILLE , VA 22901 ------------- - DAVID MITCHELL, E i.T. =Z=7 PHONE: (434) 296 —4109 FAX: (434) 963-2670 E—MAIL: dovld0sou thern— classic. corn - --- -- TOWNES SITE ENGINEERING C/O BRIAN C MITCHELL, P.E. ---- 9850 LOR! ROAD, SUITE 201 CHESTERFIELD, VA 23832 --------- PHONE: (B04) 746 GREAT EASTERN MANAGEMENT FAX: (804) 748-2590 E—MAIL: BMITCHELLOCCTOWNES.COM /VIRGINA COL NTI', REV 06/11/14 Townes SITE ENCDINEEF;ZINC:; 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Phone;(804) 748-9011 Fax: (804) 748-2590 ASK US HOW BRIAN C. M CHELL Lic, No, 035724 _0 Q) 07IJ112020 0 '�S/ONAL Tn -C ti 0 0) S Q) -0 0 0 CAI :3 _0 0 �w C) cf) -C DATE REVISIONS 'TEM� 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0715112020 PER OWNER DATE 04-27-2016= SCALE NOT TO SCALE_—) 0 PROJECT MANAGER BRIAN C. MITCHELL, P.E. .2) V) 0 DESIGNED BY BCM / JLS 41 CHECKED BY _0 C 0 PROJ.# 20150290 # _0 C C —T�1t).D I--------- -----/ _-- ___----, / ----, 6549 / ---- 491.83 / `\ _ _-- \ , _ \\ I / ---- `'I II / ,/ I / ---_ - ---\ I1 I , I ' \\ I I / / '-/ I `\ `\\ \\ � •\\ I1 I � //' \\ _� % \ _ \\\ \y/ I/ -\ I 1 \/ / 1 , I \ 1 1 I / // \\ \ \\ I ��--' ./ i I / / / \ 1 \\ -- / \_--- \\ I I , 1 , I \ 1 1 I / , \ , , / / // , \ \ � � . , . \ \ . 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I I 1 I 1 / • -- ' (I ; \ \ , I -�3%V ' -PCA1 V /�1 V ©- I . \ 1 I I \ �Cr030 �IT� PLAN _uN 11 �l L YQI\T I 1 --/---------____ - I I 1 1 I 1 --: // - 1\ °,�--, 61d' ,- � / � / / / / � GRAPHIC SCALE C-040GRAOIN'�A 1 IN. \ I I I -, , , / G� G P 100 0 50 100 00 -- ------ //' /� IN FEET 1 inch = 100> ft. / , /,/ ,, . / , / / / ) / 1 \ \ I I I � I F I I i i I 1 i / / / _ ti.`• \ I _---'--_ I / / LO ICQ I / n o0 O Z CQ � co co O (L) C\2 op O L •�" LC: V G00 L o4-4Co i� U L C) 00 r- 0 a L) LT H OF ` 4-- 0 0 U BRIAN C. M CHELL y o Lic. No. 035724 0 071JI12020 �oFFSS/ONAL ENG\�� 0 a T c N c 0 U C 3 L V w 3 I/•�' C L �nO 1 r�' v ) � rn � w q � � N �w N ate-+ 0 w a 0 0 O w O N O U D O 0 a a) O v1 " 1 Z L Q) REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,,3112020 PER OWNER a� s DATE 04-27-2016 +' SCALE C 1 " = 100' 0 PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY c 0 PROD.# 20150290 =.0 0 ° SHEET # C — 2A r PLT H pF 0 0) c ` i U BRIAN C. M CHELL y o Lic. No. 035724 -o a� 07/31/2020 /A�FFSS/ONAL L a T c a� c O U C 3 L O � L C,] co a) ° r c U r C O U � 1 7 O L w a W c a� REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER 0 WNER DATE s 04-27-2016 :5 SCALE I" = 50' o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -86 DESIGNED BY BCM / JLS s CHECKED BY c 0 PROD. # 20150290 .3 0 L ° SHEET # C — 3 PLT H pF 0 0) c ` i U BRIAN C. M CHELL y o Lic. No. 035724 -o a� 07/31/2020 /A�FFSS/ONAL L a T c a� c O U C 3 L O � L C,] co a) ° r c U r C O U � 1 7 O L w a W c a� REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER 0 WNER DATE s 04-27-2016 :5 SCALE AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -86 DESIGNED BY BCM / JLS s CHECKED BY c 0 PROD. # 20150290 .3 0 L ° SHEET # C — 3A T H p�. N v+ c ` i p c v BRIAN C. M CHELL v Lic. No. 035724 v 07/31/2020 'A��FSS/O n NA L o a c O 0 cc v c 3 O ,L 3 0 .oc ►�J q � � O q o n a 0 W �wcl L_ C N REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE s 04-27-2016 SCALE c 1 " = 50' o s PROJECT MANAG=PE. BRIAN C. MITCHELrn N v DESIGNED BY BCM / JLS 0 o CHECKED BY c v c PROD.# 20150290 .3 v SHEET # C — 3B PLT H pF 0 0) — ` i U BRIAN C. M CHELL y o Lic. No. 035724 -o a� 07/31/2020 /A�FFSS/ONAL L a T c a� c O U C 3 L O 0 O L q o q� a) L Qi �w L o a OU N-I ~ O U �Y O �wCL o�s REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER DATE s 04-27-2016 :5 SCALE 1 " = 50' o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -86 DESIGNED BY BCM / JLS s CHECKED BY c 0 PROD. # 20150290 .3 0 L ° SHEET # C — 3C 2016 ROAD & BRIDGE STANDARDS PATTERNS OF LONGITUDINAL LINES THRU LANES: USE BROKEN LINE (10' LINE SEGMENTS / 30' GAPS). TAPERS MORE THAN 100': USE DOTTED EXTENSION (2' LINE SEGMENTS / 4' GAPS). TAPERS 100' OR LESS = DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS. 10' WHITE LINE SEGMENT 30' GAP � YELLOW EDGE LINE PM-3 NOTES: 1. STOP LINES SHALL BE 24 INCHES IN WIDTH. 2. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 3. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 4. TURN ARROWS SHALL BE IN ACCORDANCE WITH SHEET 3. 5. CROSSWALK MARKINGS, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SHEET 4. 6. YELLOW EDGE LINES AT MEDIAN NOSES SHALL TERMINATE IN ACCORDANCE WITH SHEET 3. SOLID WHITE LINE TO END OF DOTTED EXTENSION TAPER UNLESS OTHERWISE 2'WHITE LINE SEGMENT SPECIFIED IN THE CONTRACT 4' GAP 4' MIN. DOCUMENTS. 30' MAX. 4- BOTTOM OF ARROW AT BEGINNING OF FULL WIDTH TURN LANE. 4'I A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION XVD❑T REFERENCE TYPICAL PAVEMENT MARKING ROAD AND BRIDGE STANDARDS 704 UNSIGNALIZED INTERSECTIONS REVISION DATE SHEET 1 OF 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1330.30 PM-3 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LINE WIDTH (6" MIN.) CROSSWALK WIDTH (6' MIN.) AS SPECIFIED IN THE �{ CONTRACT DOCUMENTS CROSSWALK WIDTH (TRANSVERSE LINES) SOLID WHITE LINE 6" MIN. WIDTH UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS CROSSWALK WIDTH (6' MIN.) AS SPECIFIED IN THE 4' MIN. CONTRACT SPACE DOCUMENTS NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3. CROSSWALKS SHALL ALIGN WITH CURB RAMPS IN ACCORDANCE WITH STANDARD CG-12. THE CROSSWALK SHALL BE AT LEAST AS WIDE AS THE LEVEL LANDING AREA OF THE CURB RAMP. 4. WHEN LONGITUDINAL LINES ARE SPECIFIED FOR THE CROSSWALK, THE LONGITUDINAL LINES SHALL BE PARALLEL TO THE PATH OF THRU TRAFFIC. 5. GAPS BETWEEN LONGITUDINAL LINES SHALL BE BETWEEN 2 - 5 FEET. GAP SPACING MAY VARY IN ORDER TO ALIGN LINES SUCH THAT THEY ARE OUTSIDE THE WHEEL PATHS OF THRU TRAFFIC. THE FIRST AND LAST LINES SHALL BE 2'MAXIMUM FROM EDGE OF SHOULDER OR EDGE OF GUTTER PAN. 2' MAX. I SOLID /,SEE NOTE 5 /WHWHITE LINE CROSSWALK' WIDTH (6, MIN.) AS SPECIFIED IN THE 4' MIN. CONTRACT SPACE DOCUMENTS SEE NOTE 5 2' MAX. 24" SOLID WHITE LINE CROSSWALK WIDTH (6' MIN.) AS q' MIN. SPECIFIED SPACE IN THE CONTRACT DOCUMENTS TRANSVERSE LINES LONGITUDINAL LINES LONGITUDINAL LINES AT SKEWED INTERSECTIONS (SEE NOTE 4) XVD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS TYPICAL PAVEMENT MARKING REFERENCE SHEET 4 OF 4 REVISION DATE CROSSWALK MARKINGS 704 1330.33 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS FV-e 50' TO 200' OF DOTTED ' SEE SHEET 1 LINE (2' LINE SEGMENT / 1 FOR NOTES. 4' GAP) IF RIGHT TURNS ARE PERMITTED 0 1 6' 1 ko SEE NOTES 4 AND 5 MINOR INTERSECTION SEE NOTES 4 AND 5 ^n NO EDGE LINE REQUIRED ON I RIGHT EDGE OF BICYCLE LANE I 50, TO 200' OF DOTTED WHERE CURB IS PRESENT 00 LINE (2 LINE SEGMENT / UNLESS OTHERWISE SPECIFIED IN 1 4' GAP) IF RIGHT TURNS MARKED SHARED LANE THE CONTRACT DOCUMENTS. ARE PERMITTED I EXAMPLE OF APPLICATION EXAMPLE OF APPLICATION WHERE PARKING IS PROHIBITED t WHERE PARKING IS PERMITTED 50' TO 200' OF DOTTED 1 6" WHITE LINE NOTES: LINE (2' LINE SEGMENT / 4' GAP) IF RIGHT TURNS 1 4" WHITE LINE ARE PERMITTED I 00 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS,THE MUTCD,AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. SHARED LANE MARKINGS SHALL NOT BE USED IN PAVED SHOULDERS, IN BICYCLE LANES,OR ON ROADWAYS THAT HAVE A SPEED LIMIT ABOVE 35 MPH. 3. SHARED LANE MARKINGS SHALL BE PLACED IMMEDIATELY SIGNALIZED INTERSECTION AFTER AN INTERSECTION AND SPACED AT INTERVALS NOT GREATER THAN 250 FEET. 4. IN SHARED LANES WITH ON -STREET PARALLEL PARKING, THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST 11'FROM THE FACE OF CURB, OR FROM THE EDGE OF PAVEMENT WHERE THERE IS NO CURB. 5. ON STREETS WITHOUT ON -STREET PARKING AND AN OUTSIDE I TRAVEL LANE LESS THAN 14' WIDE, THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST 4'FROM THE OPTIONAL DOTTED I t FACE OF CURB, OR FROM THE EDGE OF PAVEMENT WHERE LINE FOR BUS 00 50' TO 200' OF DOTTED THERE IS NO CURB. STOPS IMMEDIATELY K I LINE (2' LINE SEGMENT / BEYOND THE 4'GAP) IF RIGHT TURNS 6. SEE PM-10 FOR SHARED LANE MARKING SYMBOL DETAILS. INTERSECTION 1 ARE PERMITTED �I SPECIFICATION A COPY OF THEORIGINAL SEALEDANDSIGNEDDRAWING QNMIAR THECENTRAL OFFICE. IP D❑T REFERENCE Y I V E E N T I N XV ROAD AND BRIDGE STANDARDS BICYCLE LANE AND MARKED SHARED LANE 704 REVISION DATE SHEET z of z VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1330.61 'WnAc onnn 0 QOInflL: QTAI InAOn ! 2016 ROAD & BRIDGE STANDARDS PM-6 NO EDGE LINE REQUIRED ON RIGHT EDGE OF BICYCLE LANE WHERE CURB IS PRESENT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. OPTIONAL 4" SOLID WHITE LANE LINE 30' GAP 6" WHITE LINE 00 6" SOLID WHITE LANE LINE s' ll. 10' WHITE LINE SEGMENT PARKING BIKE MOTOR VEHICLE LANES BIKE (SEE NOTE 5) LANE LANE PARKING 5' MIN. 5' MIN. (SEE NOTE 5) 12' MIN. 12' MIN. 4' MIN 6" SOLID WHITE LANE LINE 6' t BIKE MOTOR VEHICLE LANES BIKE SEE NOTE 2 LANE LANE I A 6' MIN. 5' MIN. 6" SOLID WHITE LANE LINE 6" WHITE LINE ------_-GUARDRAIL BIKE MOTOR VEHICLE LANES BIKE LANE LANE 4' MIN. 5' MIN. (SEE NOTE 6) (SEE NOTE 6) TYPICAL BIKE LANE CROSS SECTIONS 2' WHITE LINE SEGMENT (6" WIDE) --- 1 I ^'nTCe 50' MIN. NOTES• I 'I 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS I I OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. PAVEMENT MARKINGS CONSISTING OF BICYCLIST THRU ARROW AND HELMETED I BICYCLIST SYMBOL SHALL BE PLACED JUST PRIOR TO THE BEGINNING OF THE 4' GAP RIGHT TURN LANE TAPER AS SHOWN. THEY SHALL ALSO BE PLACED 6' FROM THE END OF THE SOLID WHITE LINE AT RIGHT TURN LANES IF THE SOLID WHITE LINE SEPARATING THE BICYCLE LANE FROM THE RIGHT TURN LANE IS GREATER THAN I I 100' IN LENGTH. 3. BICYCLE LANE SYMBOLS SHALL BE PLACED A MAXIMUM OF 500'APART. f4. SEE PM-10 FOR HELMETED BICYCLIST SYMBOL AND ARROW DETAILS. 5. PARKING LANE WIDTH SHALL BE 7' FOR RESIDENTIAL STREETS AND 8' FOR SEE NOTE 2 6' COMMERCIAL AND MIXED -USE STREETS. REFER TO THE VDOT ROAD DESIGN MANUAL • I 0�0 FOR ADDITIONAL REQUIREMENTS. 6. DELINEATING BICYCLE LANES WITHIN THE LIMITS OF A REQUIRED PAVED SHOULDER AREA IS NOT PERMITTED. \VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TYPICAL PAVEMENT MARKING REFERENCE ROAD AND BRIDGE STANDARDS BICYCLE LANE SHEET 1 OF 2 REVISION DATE 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 704 1330.60 2016 ROAD & BRIDGE STANDARDS AQ TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH ® TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' LINE, 4' SPACE) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 8" WIDTH (2' LINE, 2' SPACE) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH OO PAVEMENT SYMBOL MARKING (HELMETED BICYCLIST) TYPE B, CLASS II 0 PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. N v+ T H p�. ` c p U y T C v O BRIAN C. M CHELL v Lic. No. 035724 v 07IJ112020 'A��FSS/O n NA L o N C N ° C O U T 3 L h\ 3 :3 ° h� ti O N _ 1 0 ° 0 a ° O W U {� O U l l Cl � O�r1 N C N REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE s 04-27-2016 SCALE c 1 " = 50' o PROJECT MANAG=PE. BRIAN C. MITCHELrn v DESIGNED BY BCM / JLS -o CHECKED BY C v c __3 PROD.# 20150290 .3 v SHEET # C - 3D 0 0 0 0° o I I I o F G — — B a--�--- G ` y � OT TYPE III . , • TIELO } / / / BARRICADE / W/ M4-6 & / \ L M4-7 SIGNS I v � ��\ \ !y� - BIKLANE �� • I \ I `�// / MP 1 / SHARED / PATH WAV ©� n 1 11 1 BIKE LANE 11 -° I I ` 11 11 FENCE G BIKE , `\ 11 END ° ° 2' SHARED W 1 I •f PATHWA ©® / \ ° I I SWM/BMP 3 11 1 B B o °° 11 1 J I o 00°0 010 °°° � 0 0 ° ° O v 0 0 0 O O v\ rG \/ ov 00 O o ° O o O O O O O O O 0 0 0 0 O 0 0 0 O ° ° O O 0 ° o 0000 0 O 0 ° / 50' WIDTH AREA o \ / 0 / RESERVED FOR FUTURE \ / 0 0 DEDICATION UPON o / p DEMAND BY \/ / / ALBEMARLE COUNTY / / 10' TEMPORARY \ / CONSTRUCTION \ / EASEMENT \\ \ / / / / / i Q TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH ® TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' LINE, 4' SPACE) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 8" WIDTH (2' LINE, 2' SPACE) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH OO PAVEMENT SYMBOL MARKING (HELMETED BICYCLIST) TYPE B, CLASS II PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. O ILO CQ r n ao 0 Z C� N � d� mo a� C\2 op O W W 0 0 • �--� o v� 0 W 0 1 �� W LO 00 C) �0 a U ,;PLT H OF 0 0) c L 0 C 0 U BRIAN C. M CHELL y � o Lic. No. 035724 -0 Q) 07/31/2020 �pFFSS/ONAL 0 a T ,1 c c O U c 3 L O r L q "1 0 o q � � wC � r o �w o o o 0 o U c O O �wCL o� REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 07/3112020 PER OWNER DATE 04-27-2016 +' SCALE c I" = 50' o �' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY 0 PROD. # 20150290 .0 0 L ° SHEET # C — 3E 455 450 445 440 435 430 425 e 420 415 410 470 465 460 ENDING AS REQUIRED BY VD❑T & COUNTY 455 N❑RTHSIDE DRIVE EAST r - t 450 445 440 435 430 425 420 415 410 N❑RTHSIDE DRIVE STREAM CR❑SS—SECTI❑N AA (L❑❑KING WEST) PROPOSED STONE WALL -._ L. / L BRANCH N❑RTHSIDE DRIVE STREAM CR❑SS—SECTI❑N THE EXHIBIT BELOW IS A COPY OF THE SPECIAL USE PERMIT DRAWING APPROVED BY THE PLANNING C❑MMISSI❑N CERTAIN DESIGN DETAILS AND ELEVATI❑NS MAY VARY ON ROAD & WP❑ PLANS. THIS SHEET IS BEING PR❑VIDED FOR INE❑RMATI❑NAL PURPOSES ONLY, ENDING AS REQUIRED VD❑T & COUNTY (L❑❑KING NORTH) PLEASE NOTE THAT THE ROAD WAY DESIGN IS UNDER REVIEW BY VD❑T, WHO MAY ALSO DICTATE CERTAIN REQUIREMENTS FOR THE STREAM CR❑SSING (PARTICULARLY REGARDING THE GUARD RAIL), WHICH MAY ALSO ALTER APPEARANCE OF ROADWAY AND THE CULVERT. NORTHSIDE DRIVE EAST LT H 0 0 0) c L i U BRIAN C, M CHELL y � o Lic. No. 035724 0 07/31/2020 �oFFSS/ONAL 0 a T c a� cn c 0 U C 3 ti L 0 s c M 0 w O O O �w o lyi � a OU �I o �Y v o �wCL Os REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 07/3112020 PER 0 WNER a s DATE 04-27-2016 +' SCALE � NO SCALE o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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I 1 I I - ---- ---� �� \`\ \ \ \ \ \ \ \ \ \\ \ \\ ` _-__ -/ /, - _ --- / / I / // -- -'- _- --- ,-:__ - '„`\ \ / / I I 1 1 ! / / / II11\ \ 1\ 1 1 \I11I11111111 1 I I I I I \ \ V ,, A - - � �A �I�� ISIrdP S 1 / I I I I I I I / / / / / / / \ / 1 j I 1 I I / 1 I \1 1 III 1 1 I I I I I l\ , / -- -, C J l ttll' �a' yO I I I I i I I I i 1 1 \ \ \ \ \ \ \ \ \ \ \ / / - / / _ -_ \ I / / / / l l I I 1 / 1 1 // / /jlI 11111111 11\1\\I\11\I\111 1111 II 1111 11 I I I I \ \\ \ '// // /' -- - , / I I I I _ 1 I I I I __ / I , , / / / I \ 1 11 II I \ .- , / / - I I I I _------- -- \ \ \ \ \ \ \ \ \ \ , / / --_ / / l / / / ,' ___---- --' - __-- 3_''-- ` \ _ --- III 1 / I 1 111 11 11 II I I \ \ / , , / R/ T�1A,N/ J.'I 1 I I III I _ __--� \ \ \ \ \ \ \ \ \ \ - / /' _' / / / / - -' - -----_'_ _--_--"\ \ ..- / / / / / l I / 1 I 1 I I I ( / / 11 I 11111\ 1\1\I\111 11 \II II IIIIIII I I I \ \ \ \ ` \ -' - / ' / ' / / _ / I 1 � I I I I 1 '-----_----�� \ \ \ \ \ \ \ I ` \ \\ ` ` `\ _--'- /' /' /' ,- - // / / l l // ,_ - - - /' --- -� `� `\ -. / / / / l l / , 1 / I I i / I I 1 1 I I ( /I I I III 1111 \I \1\ \\ 1111 11 I I I I I I I III I I I 1 \ \ \ \ \ / -' / // - - " /' / I l I I 1 I I I 1 _ - \ \ \ \ \ \ \ -- / / / f , I l / - - ,- -- -- �\ --___ ,/ / / / / I l l 1 I 1 1 I I I 1 1 I I / / I I I I 1 1 1 I. 11 \I 1 l l I I I I I I l l I I In \ \ / / / - / / I ------ - \ \ \ \ \ \ \ \ , , - I I / / , -- ------ 1 I I I I I I \ 1 1 \ 11 \ I 1 1 1 1 ! 1 I I \\ \\ \ \\ \\ \ / / _ / - I I I _ \ \ \ ` \ \ \ \ \ \ - / I I - -ADV AL FII��' �' � - / / / / / l I 1 I I / I 1 1 1 1 I ) Qp ` / / / _ / / I 1 I I I I I I 1 I ''-'------ �� \ \ \ \ \ \ \ \ \ \ - - / ,' I I / / / __-- - - / - - --------- \ �\_- _ / / / / i / / / I 1 / I I I I I I I I I I I I I I I 1 I I I II111 1 \ \ 1\ 111\1 \ \1 I I I I I I I I I ! 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I 1 I 1 I t / o ,- O --' --' 1 inch = 50 ft. m LO CQ I COn CC) O (D d'+ U Z �� W) - � 6 d� a) co O UG�Op O -�-) W .. , .c" W �."Ld�r. uPL4 cu y u ill � • r-1 r--1 m m W o�l� U a �� W 0 ou�W% �4 � ct - U � Ua / `- 0L) 0) C L N N c 0) c w V) U) N c 3 O I- O N O C O U 0 0 0) N O U N D /n N 3 a-+ C N N �3,�PLT H OF ` c / - C C O o U y -0 BRIAN C. M CHELL o Lic. No. 035724 0 071JI12020 �oFFSS/ONAL ENG�� L a c N C O U c O %� V 1 a- . ! 3 L N r 0 O r (I�� V 3 q E-,Q4 01 Qq k...4 1� o � N T C/) O V) �, f1' 1 Q4 � � 0 � r I� a)r ` v� �, c, q 0 N Q4 O �l C4 QtJ Oi O I- . C �1 T a O U C) C ��6-1 N U 0 r 1 - v Q4 w 0- N O% /'1 sC V � 0) C REVISIONS �DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 0913112020 PER OWNER 0 c .En C w N In (0 N c 3 O I- 0 t N 0- 0 a DATE °' 04-27-2016 +' SCALE C 1 " = 50' -) o PROJECT MANAGER BRIAN C. MITCHELL, P.E. c Cal -0 DESIGNED BY BCM / JLS ( 0 _I_- 6-1 CHECKED BY -o C 0 01 E- PROD.# 20i50290 3 0 SHEET # -)jC = - 4C r Y l I I 1 I 1 1 l 1- ,/% ^`\/---_/� �/ // j I 11 /�--- �' % l \ \� /-------- -- s l \ \ \ / / / / / / / ' , ,/ \REFERE I T I 1 \ 1 \ 1--------------' (_ i/'/ _---- ------ / / /-----_ - \ \ \^ \\ \ \ ♦\ \ \ \ 1 I I I I I I I l I / --- / i / --- _ _ __ -\\ \ \ \\\ I 1 I I 1 I l l I l I l �/ �/ \ \ \ \ \ \ \ \ 1 \ 1 1 1 / I I I I l I / I / _-------__-_ / % /i - �//\\\\\\------ — / / \ \ \ \ \� \ 1 1 1 I I\ i''\♦ I I I l I l l 1 I I I \ ( ' - '-�� i''� /' /'� /I 1 I \ \ \ ` \ ` \ \ 1 1 I I I I I 1 i'' \ \ ♦ `\`\ ` `\`\ \ \ ----_--_- _ _-_- I �^ �_ '- �� - - \ \ \ I ( I I / / / / / / / / I I I I �- I I I I I 1 \ I I I I I 1 OhfI�NA IFI�L /AREA 1 --------------------- It l l / , l I 1 I 1 / I l I 1 1 I I 1 , !\ �i\ \ -- �� ' �' / / / // �/ // // � i! / �/ ✓/// /// / j / / / / / / / // / / I 1 I I I I I - / --- _ / / / l / / / l I I I l l / / \ r - "- �" // ' , j / / / / ' i i / / / / / ♦ / // / / / / / / / / / / I j I I j j \ \ \ - / _ I I 1 l (\ \\ \ \ \ / r / -'- �- ----- ---� ��i // / / j / / / / / , / 1 / I / I / , /' / ' l / / '' / / i i i � i � / / / / / /,'/ / j♦ /,/// // / / / / j 1 I I \ \ �\ \\\ ^_. 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MIPFCHELL o Lic. No. 035724 0 071JI12020 �AOFFSS ENG�� 0 TONAL a T Ln N C O U C N 3 L O r 3 c � � w k� o s 0 a �I o o �w o�s REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 06/3112020 PER OWNER DATE s 04-27-2016 :5 SCALE c 1 " = 50' o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. .21 DESIGNED BY BCM / JLS CHECKED BY C 0 PROD.# 20150290 .3 0 ° SHEET # C — 4D DRAINAGE STRUCTURE TABLE Structure # Type LENGTH COMMENTS DIAMETER MATERIAL TOP ELEV INV IN INV OUT INLET SPREAD SLOPE NOSE HEIGHT OF STRUCTURE STEPS/SAFETY SLABS 1 MOD. EVV-7S - 2 PIPE 377.85 120"x72" BOXCULVERT 120"x72" BOX VDOTSPEC 418.00 413.00 0.0132 2A PIPE 368.36 120"x72" BOXCULVERT 120"x72" BOX VDOTSPEC 417.50 412.50 0.0136 3 MOD. EW-7S 4 NO STRUCTURE 5 MOD. EW-2 UPPER HEADWALL ON PEDESTRIAN TUNNEL 6 PIPE 124.19 PEDESTRIAN TUNNEL 96"x96"BOX VDOTSPEC 7 MOD. EW-2 LOWER HEADWALL ON PEDESTRIAN TUNNEL 8 NO STRUCTURE 9 EW-2 10 PIPE 235.92 24 RCP CLASS V 449.50 431.50 0.0763 11 EW-2 12 NO STRUCTURE 13 EW-2 1 1 440.50 14 NO STRUCTURE 15 NO STRUCTURE 16 PIPE 273.95 36 RCP CLASS V 440.50 433.00 0.0274 17 EW-2S 433.00 18 NO STRUCTURE 19 EW-2S 460.00 20 PIPE 229.74 36 RCP CLASS V 460.00 444.00 0.0696 21 EW-2 - 444.00 22 NO STRUCTURE 23 DI-3B 6.00 STEPS REQ. - 459.05 452.05 7.00 ' 24 PIPE 57.52 15 RCP CLASS III 452.05 451.76 0.0050 25 DI-3B 6.00 STEPS REQ. - 459.18 451.66 7.52 ' 26 PIPE 121.90 15 RCP CLASS III 451.66 450.20 0.0120 27 MH-1 - STEPS REQ. - 455.15 450.10 5.05 28 PIPE 90.67 15 RCP CLASS III 1 450.10 449.65 0.0050 29 DI-3CC - STEPS REQ. - 454.05 445.96 8.09 ' 30 PIPE 63.25 15 RCP CLASS III 445.96 443.43 31 DI-3C 8.00 STEPS REQ. - 454.05 447.05 7.00 ' 32 PIPE 68.00 15 RCP CLASS III 447.05 446.71 0.0050 33 DI-3B 10.00 STEPS REQ. - 466.79 460.52 6.27 ' 34 PIPE 52.33 15 RCP CLASS III 1 460.52 459.86 0.0126 35 DI-3BB - SAFETY SLAB REQ. - 467.21 455.00 12.21 36 PIPE 158.01 15 RCP CLASS III 455.00 441.30 0.0867 37 MH-1 - STEPS REQ. - 446.00 439.20 6.80 ' 38 PIPE 16.31 15 RCP CLASS III 439.20 439.04 0.0100 39 EW-1 40 NO STRUCTURE 41 DI-3B 8.00 STEPS REQ. - 469.53 462.28 7.25 ' 42 PIPE 55.98 15 RCP CLASS III 462.28 462.00 43 DI-3BB - STEPS REQ. - 469.53 460.00 9.53 ' 44 PIPE 40.30 15 RCP CLASS III 460.00 457.58 0.0600 45 MH-1 - SAFETY SLAB REQ. - 463.00 449.92 13.08 46 PIPE 48.70 15 RCP CLASS III 449.92 447.00 0.0600 47 MH-1 - STEPS REQ. - 451.00 443.09 7.91 ' 48 PIPE 89.33 15 RCP CLASS III 443.09 441.30 49 DI-3B 8.00 STEPS REQ. - 520.68 513.29 7.39 50 PIPE 42.55 15 RCP CLASS III 513.29 513.08 0.0050 51 DI-3B 12.00 STEPS REQ. - 519.94 1 512.98 6.96 ' 52 PIPE 99.42 15 RCP CLASS III 512.98 508.01 0.0500 53 DI-3B 8.00 STEPS REQ. - 513.93 507.91 6.02 ' 54 PIPE 40.00 15 RCP CLASS III 507.91 506.31 55 DI-3B 6.00 STEPS REQ. - 513.88 506.21 7.67 ' 56 PIPE 351.38 15 RCP CLASS III 506.21 496.65 0.0272 57 DI-3B 10.00 STEPS REQ. - 501.52 496.55 4.97 ' 58 PIPE 84.78 15 RCP CLASS III 496.55 492.02 0.0534 59 MH-1 - SAFETY SLAB REQ. - 496.10 482.27 13.83 60 PIPE 45.31 18 RCP CLASS III 482.27 480.00 0.0500 61 MOD. EW-2 62 NO STRUCTURE 63 DI-3B 14.00 STEPS REQ. - 501.52 497.01 4.51 ' 64 PIPE 40.00 15 RCP CLASS III 497.01 496.65 0.0090 65 DI-7 - STEPS REQ. - 498.45 489.25 9.20 ' 66 PIPE 74.03 15 RCP CLASS III 489.25 487.03 0.0300 67 DI-3C 12.00 STEPS REQ. - 495.51 487.57 7.94 ' 68 PIPE 40.00 15 RCP CLASS III 487.57 487.33 0.0060 69 DI-3CC - STEPS REQ. - 495.51 487.23 8.28 ' 70 PIPE 26.68 15 RCP CLASS III 487.23 487.02 0.0080 71 DI-3CC - STEPS REQ. - 520.21 512.03 8.18 ' 72 PIPE 42.57 15 RCP CLASS III 512.03 511.61 0.0100 73 DI-3BB - STEPS REQ. - 520.21 511.51 8.70 ' 74 PIPE 56.56 15 RCP CLASS III 511.51 510.94 0.0100 75 DI-3AA - STEPS REQ. - 519.40 510.69 8.71 ' 76 PIPE 272.81 18 RCP CLASS III 510.69 494.32 0.0600 77 DI-3BB - STEPS REQ. - 498.98 490.27 8.71 ' 78 PIPE 113.53 18 RCP CLASS III 490.27 488.00 0.0200 79 DI-3BB - STEPS REQ. - 495.30 486.00 9.30 80 PIPE 229.10 24 RCP CLASS III 486.00 481.10 0.0214 81 DI-3BB - STEPS REQ. - 488.38 481.00 1 7.38 ' 82 PIPE 185.03 24 RCP CLASS III 481.00 473.00 0.0432 83 DI-3B 10.00 STEPS REQ. - 478.50 471.07 7.43 ' 84 PIPE 80.17 24 RCP CLASS III 471.07 470.27 0.0100 85 DI-3C 10.00 STEPS REQ. - 476.90 470.17 6.73 86 PIPE 80.11 30 RCP CLASS III 470.17 469.53 0.0080 87 DI-3BB - STEPS REQ. - 478.17 469.43 8.74 ' 88 PIPE 56.64 30 RCP CLASS III 469.43 468.86 0.0100 89 DI-3BB - STEPS REQ. - 478.26 468.76 9.50 ' 90 PIPE 166.38 30 RCP CLASS III 468.76 467.43 0.0080 91 DI-3BB - STEPS REQ. - 478.38 467.33 11.05 ' 92 PIPE 133.39 30 RCP CLASS III 467.33 466.00 0.0100 93 DI-3BB - STEPS REQ. - 475.04 465.90 9.14 ' 94 PIPE 252.00 30 RCP CLASS III 465.90 460.00 0.0234 95 DI-3CC - SAFETY SLAB REQ. - 467.92 448.65 19.27 96 PIPE 43.19 30 RCP CLASS III 448.65 448.26 0.0090 97 MH-1 - SAFETY SLAB REQ. - 460.25 444.26 15.99 98 PIPE 57.03 30 RCP CLASS III 444.26 443.75 0.0090 99 MH-1 - SAFETY SLAB REQ. - 450.25 434.50 15.75 100 PIPE 45.61 30 RCP CLASS III 434.50 433.00 0.0329 101 EW-2 102 NO STRUCTURE 103 DI-3B 14.00 STEPS REQ. - 524.04 517.04 7.00 ' 104 PIPE 52.49 15 RCP CLASS III 517.04 514.94 0.0400 105 DI-3B 8.00 STEPS REQ. - 522.47 514.84 7.63 ' 106 PIPE 53.14 15 RCP CLASS III 514.84 512.71 0.0400 107 DI-3A 1 2.50 STEPS REQ. - 519.40 512.61 6.79 ' 108 PIPE 40.00 15 RCP CLASS III 512.61 512.41 0.0050 109 DI-3B 10.00 STEPS REQ. - 500.47 493.22 7.25 ' 110 PIPE 48.36 15 RCP CLASS III 493.22 492.98 0.0050 DRAINAGE STRUCTURE TABLE Structure # Type ILENGTHI COMMENTS DIAMETER MATERIAL TOP ELE INV IN INV OUT 111 DI-3B 6.00 STEPS REQ. - 495.40 488.20 7.20 ' 112 PIPE 40.28 15 RCP CLASS III 488.20 488.00 0.0050 113 DI-3B 8.00 STEPS REQ. - 478.59 471.39 7.20 ' 114 PIPE 43.22 15 RCP CLASS III 471.39 471.17 0.0050 115 DI-3B 8.00 STEPS REQ. - 475.11 467.28 7.83 ' 116 PIPE 56.12 15 RCP CLASS III 467.28 467.00 0.0050 117 DI-3B 10.00 STEPS REQ. - 487.53 480.53 7.00 ' 118 PIPE 44.00 15 RCP CLASS III 480.53 480.09 0.0100 119 DI-3BB - STEPS REQ. - 487.61 479.34 8.27 ' 120 PIPE 53.37 24 RCP CLASS III 479.34 478.81 0.0100 121 DI-3BB - STEPS REQ. - 487.96 478.71 9.25 ' 122 PIPE 56.03 24 RCP CLASS III 478.71 478.37 0.0060 123 DI-3BB - STEPS REQ. - 487.96 477.87 10.09 ' 124 PIPE 281.55 30 RCP CLASS III 477.87 466.61 0.0400 125 DI-3BB - STEPS REQ. - 477.19 466.51 10.68 ' 126 PIPE 249.77 30 RCP CLASS III 466.51 459.01 0.0300 127 DI-3BB - STEPS REQ. - 468.46 458.91 9.55 ' 128 PIPE 112.41 30 RCP CLASS III 458.91 457.79 0.0100 129 DI-3B 8.00 STEPS REQ. - 477.19 469.94 7.25 ' 130 PIPE 56.09 15 RCP CLASS III 469.94 469.66 0.0050 131 DI-3C 10.00 STEPS REQ. - 467.80 460.80 7.00 ' 132 PIPE 66.82 15 RCP CLASS III 460.80 460.47 0.0050 133 DI-3B 14.00 STEPS REQ. - 518.85 511.85 7.00 ' 134 PIPE 46.39 15 RCP CLASS III 511.85 511.62 0.0050 135 DI-3B 8.00 STEPS REQ. - 519.45 511.52 7.93 ' 136 PIPE 49.39 15 RCP CLASS III 511.52 510.53 0.0200 137 DI-3A 2.50 STEPS REQ. - 516.69 510.43 1 6.26 ' 138 PIPE 152.97 15 RCP CLASS III 510.43 496.00 0.0943 139 DI-3B 8.00 STEPS REQ, 503.55 495.75 7.80 ' 140 PIPE 106.03 18 RCP CLASS III 495.75 491.88 0.0365 141 DI-3B 6.00 STEPS REQ. - 498.94 491.78 7.16 ' 142 PIPE 79.21 18 RCP CLASS III 491.78 490.33 0.0183 143 DI-3CC - STEPS REQ. - 497.98 489.80 8.18 ' 144 PIPE 103.21 24 RCP CLASS III 489.80 489.18 0.0060 145 MH-1 - STEPS REQ, 498.45 1 489.08 1 9.37 ' 146 PIPE 132.67 24 RCP CLASS III 489.08 487.36 0.0130 147 DI-3BB - STEPS REQ. - 495.87 486.56 9.31 ' 148 PIPE 78.87 24 RCP CLASS III 486.56 485.84 0.0091 149 DI-3B 8.00 STEPS REQ. - 492.05 485.74 6.31 ' 150 PIPE 173.75 24 RCP CLASS III 485.74 473.54 0.0702 151 DI-3B 8.00 STEPS REQ. - 481.41 473.44 7.97 ' 152 PIPE 144.96 24 RCP CLASS III 473.44 467.00 0.0444 153 DI-3CC - SAFETY SLAB REQ. - 476.00 463.83 12.17 154 PIPE 139.39 24 RCP CLASS III 463.83 450.45 0.0960 155 MH-1 - STEPS REQ. - 455.50 450.35 5.15 ' 156 PIPE 23.56 24 RCP CLASS III 450.35 450.00 0.0150 157 EW-1 - - 158 NO STRUCTURE 159 DI-3B 8.00 STEPS REQ. - 503.99 496.20 7.79 ' 160 PIPE 40.13 15 RCP CLASS III 496.20 496.00 0.0050 161 DI-3C 16.00 STEPS REQ. - 497.98 490.95 7.03 ' 162 PIPE 40.00 15 RCP CLASS III 490.95 490.55 0.0100 163 DI-3C 6.00 STEPS REQ. - 496.90 491.65 5.25 ' 164 PIPE 47.34 15 RCP CLASS III 1 491.65 490.70 1 0.0200 165 DI-3B 10.00 STEPS REQ. - 497.70 490.60 7.10 ' 166 PIPE 40.02 15 RCP CLASS III 490.60 490.20 0.0100 167 DI-3B 8.00 STEPS REQ. - 497.70 490.10 7.60 ' 168 PIPE 49.38 15 RCP CLASS III 490.10 489.61 0.0100 169 DI-3B 8.00 STEPS REQ. - 496.00 488.11 7.89 ' 170 PIPE 40.18 15 RCP CLASS III 488.11 487.31 0.0200 171 DI-3B 12.00 STEPS REQ. - 481.41 474.39 7.02 ' 172 PIPE 40.02 15 RCP CLASS III 474.39 474.19 0.0050 173 DI-3B 10.00 STEPS REQ. - 477.16 470.77 6.39 ' 174 PIPE 62.97 15 RCP CLASS III 470.77 470.14 0.0100 175 DI-3C 10.00 STEPS REQ. - 511.87 504.37 7.50 ' 176 PIPE 40.35 15 RCP CLASS III 504.37 504.17 0.0050 177 DI-3C 14.00 STEPS REQ. - 511.87 503.92 7.95 ' 178 PIPE 22.31 18 RCP CLASS III 503.92 503.70 0.0100 179 MH-1 - STEPS REQ. - 511.50 503.60 7.90 ' 180 PIPE 113.07 18 RCP CLASS III 503.60 502.20 0.0123 181 MH-1 CAST -IN -PLACE - 506.00 502.10 3.90 182 PIPE 20.85 18 RCP CLASS III 502.10 502.00 0.0050 183 EW-1 - 184 NO STRUCTURE 185 DI-3C 8.00 - 483.54 480.27 3.27 186 PIPE 56.01 15 RCP CLASS III 480.27 479.99 0.0050 187 DI-3C 14.00 - 483.54 479.89 3.65 188 PIPE 169.69 15 RCP CLASS III 479.89 478.28 0.0095 189 DI-3CC - STEPS REQ. - 486.00 478.18 7.82 ' 190 PIPE 52.10 15 RCP CLASS III 478.18 477.39 0.0152 191 DI-3BB - STEPS REQ. - 486.57 477.29 9.28 ' 192 PIPE 43.44 15 RCP CLASS III 477.29 476.63 0.0152 193 DI-3BB - STEPS REQ. - 486.57 476.38 10.19 ' 194 PIPE 127.54 18 RCP CLASS III 476.38 475.20 0.0092 195 DI-3BB - STEPS REQ, 482.23 475.10 1 7.13 ' 196 PIPE 90.68 18 RCP CLASS III 475.10 469.29 0.0641 197 DI-3CC - SAFETY SLAB REQ. - 480.91 466.71 14.20 198 PIPE 74.22 18 RCP CLASS III 466.71 455.58 0.1500 199 MH-1 - SAFETY SLAB REQ. - 461.50 445.15 16.35 200 PIPE 45.17 18 RCP CLASS III 445.15 444.25 0.0200 201 EW-1 202 NO STRUCTURE 203 DI-3C 6.00 STEPS REQ. - 480.91 473.91 7.00 ' 204 PIPE 40.07 15 RCP CLASS III 473.91 473.71 0.0050 205 RISER - 48" RISER - 206 PIPE 85.02 WITH 0-RING GASKET 42 RCP CLASS III 436.30 433.00 0.0388 207 EW-2 208 NO STRUCTURE 209 RISER - 60" RISER - 210 PIPE 111.55 WITH 0-RING GASKET 42 RCP CLASS IV 426.00 418.00 0.0717 211 EW-2 - c 0 U 0 0 a� 0 U U a� 3 c a� E 0 0) PLT H OF ` - i U y � BRIAN C. M CHELL o Lic. No. 035724 -0 a) 07/31/2020 0 /A�FFSS/ONAL a T c a� c 0 -tL c O r^ v1 3 L Coe) � r 3 c � � w �o�� E w o r L o� 0 a o o �wCL Ov 1 a) "1 s c a� REVISIONS rvATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER DATE 0 04-27-2016 :5 T SCALE c 1 " = 50' o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -0 DESIGNED BY BCM / JLS 0 CHECKED BY c 0 PROD. # 20150290 .0 0 L ° SHEET # C - 4D 6549491,81 ONS -C (r Y \ \ / I I / 1 I I / \ \ \ 1 \ $ ------------- / I I l I LANI - _ 1 / \ ` 1 I F&TTAINING WALL / I - RETAINING W ' / ✓ // \ 1 I ------ . i i n ....... . . . ..... .. . ..... . .. . /' -----------_ 1 1 / #03200-00-00 ,Q223HI GRACE BAPTIST 'b�UR H; 1 / / OOF BRUCE CATLETT, EMMPt E (-,ARqEN \\ i i -.\ \\ 11 \` ✓ i i & RUTH HOHANSEW TF S \ 1 \ \ \ / / \ 1 I I / I I 1 \ II I I / / t\ I I � 1 \ 1 •• • \ \\ 1 \ \\ ---- \\ \\ / I 1 -� \ \ I 1 \ 1- /1 l / \ / I 1 \ / 1 I I I 1 1 1 \ _ / / , / \ / I 1•. \ \ \ I I I 1 \ p�c � / / � { \ < r 1 I I I 1 1 1 \ / ,1 , / / j: •.�• 1 \ I I I l \ \ I / I / \ \ // I / 1 I 1 I I 1 / \ / / , / / .•t:. \ \\ -- ! 1 � I 1 ! � ,�- •W . ,\W . \\ / , / , / / 1 I /' ✓ / / / _-' ...... I 6-7 rT im srm • , • , . / , � / / / I I I I I� I I / 1 1 1 I , I / / , I 1 { { \ `yes==� ---------------------- ------------------- \ - - - - - - - / j I j 1 ✓/ \ \ \\ \ \ `I \\\\\ \`------------ __-- ___---� - - - - - - _ - "'- ��\ \{// _-----''-------' _ � � � I I I I \\ \ 11 11 1 i i I „' ,/ � i � i i I i i - • ---- \ \ `- - \ / ' -- \ \__--/ / 1 I I , / f I 1 \ \ 1 I I I 1 \ ♦ 1 I I I I I \ \ \ \ _-'' � ,/ /' ' � I 69- / \ \ \ { \ ��.`_-II % ---------'__ --\\\\ � \\ \I ' I l 1 - / 1 / / #W�b 10b---- ORHOOD, IIt�� MWN S A- N C /# / \ / / \ \ `\ 1 - �= - ----' / - / I 1 / 1 { \ \\ / / 032F10-00-00�022P\0 , 1 ! I 1 \ _ _ 03200-00-00-02000 , / _ 14 --- / / ,/fHOM-AS-F. WPOD I #0 99-00-00 02�G0 , / I I I 1 ---/ ---- _ # R I ! I I I I 1 `-` / ' / /_ l `� j1 CWH PROPERTIE-S-'J / \ D.B� 362, G. \1871 ROBERT T/YBUR$K 1 I I �' - ---_ ,' 1 •\' D.B. 182 , PG. /j09 / I 1 I #0 20t�i-0�-00 022J0 / / / \ \ LIMITED -PARTNERSHIP_/--- \ � HARDTIMIE LL0 _ _-_ / --- -- 1 �'---__ / 03200 00-00-022F0 / , T / / # � + D.B• 2309�.-PG. 419 - /' D. 2943,( PG. 2111-- __---'' �/ /HADTIMES, LLC D.E�s 2043, PG. 21/Irl �_I/S2aep�,4 � Y oo' R ,g I I I 1 I � 1 1 / / / / / / / / / � { �C'. { 1 -_ � IID M�9yy�a.VXX AUGER PROBE TABLE: Stake # Depth Auger Refusal Depth/End 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'/z" Hard Pan 17'/z" 40 25' 25' 41 42 20' 20' Weathered Rock 10' 43 12' 12' 44 5' 5' 68 10' 10, 69 10, 10, TEST PIT TABLE: Stake # Depth Additional Notes 1 8' CL, Weathered Rock 2 10, Soft Weathered Rock 3* 20' Hard Pan/Weathered Rock 3-6', Refusal at 6' - Auger Probe was also done in this area. 4* 15' Hard pan/Weathered Rock 3-7', Refusal at 7'5" - Auger Probe was also done in this area. 5 10, CL, Weathered Rock 6 10, ML 7* 30' Hard Pan, Weathered Rock 3-13', Refusal at 13' Auger Probe was also done in this area. 8* 25' Hard Pan, pale yellow -gray soil 6-13', Refusal at 13' - Auger Probe was also done in this area. 9 10, Soft Weathered Rock, Saperlite 10 10, ML, Weathered Rock/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, Weathered Rock 19* 10, Hard Pan 6"-2', Refusal at 2' - Auger Probe was also 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, Weathered Rock 31 * 10, Refusal at 2' - Auger Probe was also done in this area. 32 8' ML 33 5' ML, Weathered rock 34 12' Soft Weathered Rock, Saperlite 35* 10' Hard Pan 2 - 6', Refusal at 6' - Auger Probe was also done in this area. 4 I / GRAPHIC SCALE 50 0 25 50 100 / / IN FEET ) 1 inch = 50 ft. .T H 0'c N - ` o U y T C v O BRIAN C. M CHELL v Lic. No. 035724 07/3112020 �o0c,FSS/ONAL n o .N C tU N C O U 'C 3 O �a I� v 0 q � o N N 0O O C w CL ° o 0 U 0 O {� U O N O N L_ C REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0713112020 PER OWNER DATE 04-27-2016 SCALE c 1 " = 100' s PROJECT MANAG=PE. BRIAN C. MITCHELrn v DESIGNED BY BCM / JLS CHECKED BY -o C v c PROD.# 20150290 .3 SHEET # .D C - 4F s For Truck Apron Curb use cell Mod. CG3 found in the cell library.W ROUNDABOUT 1 DETAIL R1 = 82' 1 CG-� MODIFIED FOR USE ON ROUNDABOUT TRUCK APRONS ONLY C ran 5„ 2n In p SURFACE w / BASE SUBBASE T" N.T.S NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH)OR INCREASED AS MUCH AS 3" (19' DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENTS SUBSTRUCTURE, OTHERWISE,THE DEPTH IS TO BE 16"AS SHOWN.NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4. THE MODIFICATION TO THE STANDARD CG-3 IS TO REDUCE THE EXPOSED HEIGHT OF THE CURB AS SHOWN. MODIFIED CURB SHALL BE PAID FOR AS STANDARD CG-3. * Added 7113 R2=88 R3 = 781 R4 - 93 ' I l I / / 1 I I I I / �I ` �\ \ �`♦. R113' " ' i i 1' I I l i v /1 I 1 �! T� �\ \i i I ►� A,��\ �\\ 8. I / / 105 50 I m I R7 476.E 6.90� 5 I I I ! I I I / / , i' /' i /i / 6•l ' ' l l i Z?l l i RC 4 \ - / E D-''; ' i / /' '' , ' i / ' l l l / 1 R'32' /4j � / _�� /' I ' / % 74.7,�-� � vi HALT 9'ATM / / / / e�' i �Y ' ' ' �' i \ T 0 1 74. /B T C —ENE i Co 3 ./ i 2 5 2' r 476.67 ' I !3• vim' i ` \ \\ I I Or — W _-BIKE I I ` \\ ' ' ' 1' I 1 I I I I 11100 LANE,, 4 I I ' —°7+912.10 T B/ r ' ,END C R608' 7 ,- �/ T C r �' R77, SO I i2 R92 TYV / BMP 4j,/ '4OF 5 -Vt' / ' ' /' /' �/' /' / / SEND' LA ' i ROUNDABOUT 2 DETAIL GRAPHIC SCALE R 1=12 7 ' 30 0 15 30 60 R2=105' ( IN FEET ) R3 = 75 1 1 inch = 30 ft. R4 =10 7' COBBLESTONESE OR STAMPED CONCRETE FlNlcu CG-3 MODIFIED WMF SEE DETAIL THIS SHEET 6x12—W5.4xW4 SURFACE d ° - O O O O O •. g•• ° °° ° a d � BAsJo 0 0 • °•• � � VD 0 T 21 B 7„ TRUCK APRON DETAIL VDOT CG-2 (NOT TO SCALE) VARIES VARIES 2.5' 18' MIN. 7" 10' 7„ VARIES 10' 7 18' MIN. 2.5' CG-2 SEE INSETS CG-6 CG-3 MODIFIED,.,1/2" FOR DIMENSIONS CG-3 MODIFIED CG-6 1' 1/2" 1' 1/4°° 1 10' WIDE TRUCK APRON 1/4 . 1' TO BE STAMPED CONCRETE TRAFFIC CIRCLE SECTION VIEW (NOT TO SCALE) 24"/18" 24"/18' 15 MPH W13-1 N.T.S. A SQUARE ADVISORY SPEED PLAQUE WITH THE LEGEND "15 , 0 �36,,, MPH" ON TWO LINES, WITH "15" IN LARGE NUMERALS � -48 - TO ONCOMING 24" TRAFFIC W3-2 R1-2A Is, N.T.S. N.T.S. A DIAMOND -SHAPED SIGN WITH HORIZONTAL RECTANGULAR AN UPWARD -POINTING ARROW WHITE SIGN WITH BLACK ABOVE A DOWNWARD -POINTING BORDER AND THE WORDS "TO EQUILATERAL TRIANGULAR RED ONCOMING TRAFFIC" IN BLACK AND WHITE YIELD SIGN SYMBOL ON THREE LINES c .L a� 65 c w a� in a� 3 0 0 N 0 0 U O 0 a� 0 U a� D U3 a� 3 c a) E PLT H 07. ` N 4-- BRIAN C. M CHELL 7 o Lic. No. 035724 0 071JI12020 �oFFSS/ONAL 0 a c a� c 0 U C O r^ v1 3 L � o q V 3 O — 0 1 0 o w � o L [� "`I a ° o U 0 U �-I �1 U �w s o, REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,,3112020 PER OWNER DATE s 04-27-2016 +' SCALE � AS SHOWN o PROJECT MANAG=PE. BRIAN C. MITCHEL DESIGNED BY BCM / JLS 0 CHECKED BY c ° 0' PROD.# 20150290 3 ° SHEET # ° C - 5 r HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING TO: INSIDE DIAMTER OF PIPE: *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* (PLEASE PROVIDE ALL DIMENSIONS IN INCHES) ISOMETRIC VIEW SOLUTIONS INC. RACK OR EQUAL T T CROSS BARS STENERS ATTACHED 3H RACK [GATED METAL OR C PIPE SIDE VIEW PLAN VIEW F ROUND SERIES TRASH RACKS RISER PART NO. CONCRETE INSIDE DIA. CMP OR HOPE NOMINAL DIA. A B C D E F G H RS-24 24"0 12"0-18"0 17 1/3" 13 1/3" 7 3/4" 6 1/4" 6 1/4" 27 1/2" 6 1/4" 7 1/2" RS-36 36"0 21"0-30"0 21 1/8" 13 1/2" 6 1/4" 6 1/4" 6 1/4" 40 1/2" 6 1/4" 7 1/2" RS-48 48"0 33"0-42"0 1 27 3/4" 1 17 3/4" 7" 8 1/2" 1 6 3/4" 54 1/4" 8 1/2" 1 9" RS-60 60"0 48"0-54"0 27 3/4" 17 3/4" 11 1/2" 8 1/2" 6 3/4" 67 1/2" 8 1/2" 9' A-414L\RCAV� CUSTOMER: (X)NS tucnON PRWUM INC. 9025 CENTRE POINTE DRIVE, SUITE 400 WEST CHESTER, OHIO 45069 PROJECT: PH: 1.800.338,1122 FAX: 513.645.7399 © COPYRIGHT ROUND ,ASH RACK 3EE DETAIL HIS SHEET) ELEV. 447.30 ❑RIFICE aSH RACK RISER ELEV. 436.30 B_B (BOTTOM OF CULVERT) 48 " RCP RISER DETAIL N.T.S. DATE: DRAWN BY: APP'D BY: DETAIL: 12' PVC. DRAIN 1 1 It ---------- '-------- `fie - -- ---- -- swm/BMPi \ 100-YR WSEc 44, \------------ 10-IR W SE: 44) 2-YR WSE: 446 NWSE: 445.00 1 DESIGN VCLU! — y W W 12' PVC -0 AINPIPE Jt P kbtt UL IAIL IFIIZ� 7-' L35xW- END 2 W /'' gam' /'t� '' /' / /' / ' /� // '/ / ' / '/ '/ �y� /' .'' // /'-U)00 Wf FILM / Cx' / / / / / / �. f.�J // / ' / ;�'� '// / ----- ---_----- - ----- - - - - - - -------------------- _ / / / / / , / , , / / , , / , / I. , , , 4$., -------------------------------- I I SWM/BMP 1 SCALE: 1" = 30' (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 18, CONCRETE SLAB & 12" PVC DRAIN PIPE N. T. S. 5WM bMN 1 ULAY UUNL NNUHLL 455 450 f 445 - =m 435 430 ' CLAY CORE 425 10+00 11 +00 12+00 455 i 450 445 440 435 430 425 12+36 460 455 450 445 440 435 430 I 425 9+50 10+00 COLLAR�� (TYP) 11 +00 SWM/BMP 1 PROFILE I 12+00 I 13+00 LEGEND FINISHED GRADE AT C/L EXIST. GROUND AT C/L 14+00 I 15+01 SCALE: HORIZONTAL: 1 " = 50' VERTICAL: I " = 5' p LT H OF ` a� 4-- 0 o U BRIAN C. M CHELL y 0 Lic, No. 035724 0 071JI12020 /A�FFSS/ONAL 0 a T a� CIO c O U C O � 3 0 V � 3 ~ qcn 0 � - 1 � 0 w q o r` a� L ~ s o c 0 0 O w q � U m O 0 �1 O �w o�s a) REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,,3112020 PER OWNER a s DATE 04-27-2016 +' CIO SCALE � AS SHOWN 0 PROJECT MANAG=PE. BRIAN C. MITCHEL DESIGNED BY BCM / JLS 0 CHECKED BY c 0 PROD.# 20150290 .0 0 ° SHEET # C - 6 If If If % If I I , .. l �/ % VA��/MtW y / If \�\ \\ \ NS it I 1 1 I. I I 1 1 1 I I 1 tn1 i i I/ , l i l l ii �� ii ii �,llii i IIII I llop l l l I , I I/ IIII 1111 \ I ! fc It dV, \\ \\ 1 I I I I I I I I I I I I I I I I I I I I I 1 \\ \\\ � �Ir IMP I' H' )gA1NP'AgE; I I I I 11 1 1 1 1 1 1 1 1 1 I I I I I \\ \ r I I I I I I I I I I 1 1 1 1 1 1 1 I I I I \ \\ I� I I I I I I I I I I I I I I I I I I\ ,�y S I `�1 E N TI I I I I I I I I I I I I I I I I I I I I I I I \\ I I I I I I I I I I I I I I I I I I I I I 1 I \\ I I I I I I I I I I I I I I I I I I I I I I SNVM/B P3 1 \\\ A0-4 WSE: 440.51151 \\ I I I I I I I ) I I I I I I I I I I I I I I 10�YR WSE:- 39.29� 11 2<-YR 37.0 11 j I I j I I I I I I I I I 11 Q I I I I I I I I I NWSE: .00 11 IDE5IGN WQ IV OLk 1 440CUFT 11 I R QUIREDI WQj VOLE: �56,449 CU I I I I I I I I I I I I 1 ! 1 I 1 1 I I I I I I I I I I I I I I CCN TE SLAB I I I I I I I I I I I I I I I I I I j (S ETAIL I I I I ( I I I I I I I I I I I I I I I I I 1 MIS HEET) I I I 1 If I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I j l If I I I I I 112"1 PVC qRA� PIPE l i I I I I I 1 I I I I I I I I j 1101 AIIl1ATIC, BENCH I 14"' sA7,TyACII6E# P 4 V. I I j l _ 1 4-1 I 1--I -h I-+ AAA M� F O }},, D rtIII 1 1 1 /CL Y fCORIE / J ! A / ! / / !If /i i If , / V� If � gR�I l — /ri i i/ l l i l Ip Ll/ Lp-1 / j,,//♦�i ��'�i'�i �i i''i'/// � / / I I I / / /' j / / / III /' I II11'� \ SWM/BMP 4 ROUND !ASH RACK = DETAIL HIS SHEET) ELEV, 438.80 ❑RIFICE aSH RACK _V. 436.50 ❑RIFICE aSH RACK RISER LEV. 426.00 I I B—B 60 " RCP RISER DETAIL N.T.S. 18.5' EMERGENCY SPILLWAY DETAIL N. T. S. \ (S If `. �q' 2ke \ \ \ \ \ \- — -- ---- — — — 1 `xSPIf l`WAY \ `\k ------------------ --- \'�-_` --------------- - --_ ------ ---- ------------ --- -' ---------_---_-_-____ ----- ----- \` - -- ------- ---- ---- _ --------------- --- 0------- ---- ----- 0\0 p ��\��\\ --------- \\ ---- ----- ----- SCALE: 1 " = 30' ELEV. 441,50 (2) STAINLESS STEEL U—BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 12" PVC. I 1 I I ELEV, 439,25 DRAIN I I — I I 18, I I 24' RIPRAP L L CLASS I WITH 5'� FILTER FABRIC CONCRETE SLAB & 12" PVC DRAIN PIPE N. T. S. HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING T0: INSIDE DIAMTER OF PIPE: *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* (PLEASE PROVIDE ALL DIMENSIONS IN INCHES) 450 445 8' BERM ELEV: 441.50 440 / SEE SHEET -6A FOR FURTHER DETAILS / 435 430 425 420 1 415 i �✓ 410 405 9+150 SOMETRIC VIEW SOLUTIONS INC. RACK OR EQUAL T T CROSS BARS STENERS ATTACHED iH RACK GATED METAL OR C PIPE Y 1,) o 1�0 .00 rn� rnz SWM/BMP 4 PROFILE I- 0 95% COMPACTED FILL N MUST BE PLACED BELOW' o �n o STORM SEWER STRUCTURES 00 0 0 & PIPES IN FILL 0000 MZ +00� N 0 0_ Q j 0� <O j N N? U) N�Z - r ! / 10:1 SAFETY BENCH 100-YR WSE: 440. 6 10:1 AQUATIC BENCH 10-YR WSE: 439. / 2-YR WSE: 437.0 NWSE: 434.00 / DESIGN VOLUM 174,449 CUF / 1 r fC,2�' REQUIRED WATER QUALITY VOLUM 156,449 CUF �f gRCP C`PSS / O'36, COUNTERSINK PIPE(S) A OF SIX (6) INCHES BELO SWM/BMP 3 EXIS77NG STREAM BED E, WHERE CULVERTS ARE L( cv RIPRAP ON BEDROCK OR ON SLC r? L=28'xW=VARIESxD=VARIES OR GREATER THEY DO N W/ FILTER FABRIC REQUIRE TO BE COUN7EF — BOTTOM ELEV: 426.0 — — — — — — — — — — — — — — — — L=1 ANTI -SEEP 11.55 COLLAR S=1.79% (TYP) D=4 " RCP CLASS IV RIPRAP W/ -RING GASKET L=16'xW=VARIESxD 2' W/ FILTER FABRIC -1� 10�00 SIDE VIEW PLAN VIEW F ROUND SERIES TRASH RACKS RISER PART N0. CONCRETE INSIDE DIA. CMP OR HDPE NOMINAL DIA. A B C D E F G H RS-24 24"0 12"0-18"0 17 1 /3" 13 1 /3" 7 3/4" 6 1 /4" 6 1 /4" 27 1 /2" 6 1 /4" 7 1 /2" RS-36 36"0 21 "0-30"0 21 1 /8" 13 1/2- 6 1 /4" 6 1 /4" 6 1 /4" 40 1/2- 6 1 /4" 7 1 /2" RS-48 48"0 33"0-42"0 27 3/4" 17 3/4"1 7" 1 8 1/2" 6 3/4" 1 54 1/4" 8 1/2" 9" RS-60 60"0 48"0-54"0 1 27 3/4" 1 17 3/4" 11 1/2" 8 1/2" 1 6 3/4" 67 1/2" 1 8 1/2" 1 9" A\RCAV� CUSTOMER: i ��►�i� � ram:? CONS1 cnoN PRODUCES INC. 9025WESTrnCHESTER, OHIOE 45069 400 PROJECT: PH: 1.800.338.1122 FAX: 513.645.7399 © COPYRIGHT DATE: DRAWN BY: APP'D BY: DETAIL: POND BOTTOM BELOW ELEV 426.0 TO MA TCH EXISTING CREEK BED AS SHOWN ON THE GRADING PLAN I I 12 00 13+00 14+00 15 00 5WM I3MN .5 LLAY UUKE NKUHLE 445 445 EMERGENCY SPILLWAY 440 435 430 425 420 415 410� 10�00 11+00 LEGEND FINISHED GRADE AT CIL EXIST. GROUND AT C/L 440 435 430 425 420 415 111I 410 91 SCALE: HORIZONTAL: > " = 50' VERTICAL: I' = 5' LO n o0 O Z C� N co c � �c\2ao O W W • r•1 (2) U] W0 O 4-4 0 W pf,% OU �0 a c .L a� a) c c w in co a) c 3 O 0 N T H OF ` a) 4-- 0 0 U BRIAN C. M CHELL y o Lic. No. 035724 07/31/2020 �oFFSS/ONAL N / ENG\ 0 a T c a� c 0 U c O %^ 3 L r q � m q ~ � �I O�� 0 4 �n " 1 w � 0 � ul � a� s o � O � .T a 0 0 U I� O 2 O U �I �1 O Q4 oC/)cu s o, REVISIONS CDATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,,3112020 PER OWNER DATE s 04-27-2016 T SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. � DESIGNED BY BCM / JLS 0) CHECKED BY c 0 PROD.# 20150290 3 0 ° SHEET # C — 6A'(_ r 520 515 510 N DD O� �0 O N ro N O + (0 IBM] NA no 520 515 510 505 - v \ - 505 \ 3' WIDE BERM Z \ TOP ELEV: 503.0 W \ LQ 72 BOTTOM ELEVx501.0� w ti 500 182 L=20.85 \ \ 500 S=0.48% D=18" RCP CLASS III 0) `r VARIABLE -H 0.50% \ / 1 \ / WIDTH 0.50% ENERGY tilt 1118111 495 DISSIPATER - 6" PERFORATED 6" SDR35 \ \ 1 �\ 495 HDPE WRAPPED CLASS IN FILTER FABRIC W/ FILTER I RIP RAP FABRIC 2" MIN. L=5'xW=5'xD=2' WASHED GRAVEL 490 490 485 I I 10+00 11 +00 BMP 2 CLAY CORE PROFILE 510 510 505 SPILLWAY 00 505 485 12+00 12+63 BMP 4 CLAY CORE PROFILE 445 445 TOP BERM ELEV: 440.0 495 495 435 CLAY CORE 490 I , 10+00 490 11 +00 11 +35 430 SPILLWAY ELEV: 43 .2 440 v 435 4' MIN KEYED IN CLAY CORE 425 i 10�00 11 BMP 4 PROFILE 455 \ 00 rM \ (0000 r0 N 00(n \ M In n P9 \ +� r � II 111 � 450 II -- zzz V) (/V- 445 \ w \ _ \ 3' WIDE BERM 440 38 TOP ELEV: 440.0 L=16.31 \w S=0.98% C =15" RCP CLASS III I BOTTOM ELEV: \ 437.25 VARIABLE \ 435 WIDTH \ ENERGY 10 DISSIPATER 4\ 1.00% \ 1.00% \ INV. 432.51 2" MIN. WASHED 430 GRAVEL 6" PERFORATED- HDPE WRAPPED IN FILTER FABRIC 425 420 , 1000 11+00 455 450 445 440 435 INV. 431.4 ` 430 CLASS I RIP AP W/ FILTER FABRIC L=5'xW=5'xD=2' 12+00 425 420 12+40 430 425 ------- ----__ -----� -- --"" i / TT LANE �I \ PRI TCHETT LANE _ 10' TEMPORANY /-' y - _------- C ON S-T-RU- fiI�L --------I------ -------- - - - ------- E-AAL VI / \ C.O. (TYP) Q _ _ _ _ + - ------ \----\--- \-------- a - 1 \ o \\ \ o CONCRETE CHECKDAM \ \ TOP = 501.0 / J SEE DETAIL THIS SHEET \ i I \ \ \\ TO BE KEYED lAl'_5' MIN INTO DA (TYP) \ / \ BNAP 2 11 1 / 5 li / 6 /PERFORATED IPVC WRAPPE6 IN � FILTER FABRIC VARIABLE WIDTH �� ENERGY DISSIPATER 8 , WIDE `BERM / / / \ W/ CLAY'CORE / \ \ TOP 50�.0 \ \ \A / -- - - - - BMP 2 PLAN 1 "=20' -- 1 E 1 4 61.33 I A 192.10 \\ -- \ / I I I 1 \\ ---- / / / / , / / / I I I 1 I I 1 1 \ \ I\\ { /\ 43 1 .1 ---, - C.O. / 11 / I 1 W/! CLA / RE / /) U) o ,'� / P 449.0or °� Y ,DISSI�'A /401 _ �437.2'5/ / ' 6/ �ORATTD P ' I i ��/ /' / / / 5, WRAPP FILTER IF I /I CHECK DA�/ / / 5 / / , // O i a / /O /O Ci ° 0 BMP 4 PLAN 1"=20' + Mulch Layer + The mulch shall be uniformly applied approximately 2 to 3 inches in depth on trip 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 arty 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 EXISTING GROUND GRASS CHA EL 12" MAX. PONDING DEPTH TOP <--0.O% PROPOSED GRADE �-�, f MULCH 3" MULCH -' 3:1 MAX ** PLANTING 2.5' SOIL MEDIA * MULCH TO BE SHREDDED �, AS NOTED SOIL HARWOOD OR HARDWOOD CHIPS 0 0 0 0 o o o`o'o o o 0 0 0 0 3" PEA GRAVEL 2 MIN a BI THE RECOMMENDED O GRAVELO 12" WASHED GRAVEL BIORETENTION SOIL MIXTURE IS GENERALLY CLASSIFIED AS LOAMY 2" MIN TRIANGLE. WITH THE FOLLOWING 6" PERFORATED SAND ON THE USDA TEXTURE HOPE TO COMPOSITION PER THE VA DEQ DAYLIGHT 0 1% 1/2" - 2" STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS NO.9 GRAVEL -85% TO 88% SAND -8X TO 12% SOIL FINES; AND MODIFIED DETAIL FOR -3% To s% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 2 (NOT TO SCALE) BIORETENT10N AREA EXISTING GROUND GRASS CHANNEL \ r12" MAX. PONDING DEPTH ' '. ' '� MULCH PROPOSED GRADE '' '. ' 3" MULCH 3:1 MAX ** PLANTING SOIL 2.5' SOIL MEDIA * MULCH TO BE SHREDDED AS NOTED HARWOOD OR HARDWOOD CHIPS 0 0"0 v 9 3" PEA GRAVEL 2 MIN ** THE RECOMMENDED O GRAVELO BIORETENTION SOIL MIXTURE IS 12" WASHED GRAVEL GENERALLY CLASSIFIED AS LOAMY 2" MIN SAND ON THE USDA TEXTURE TRIANGLE, WITH THE FOLLOWING 6" PERFORATED HDPE TO COMPOSITION PER THE VA DEQ DAYLIGHT 0 1% 1/2" - 2" STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS NO.9 GRAVEL -85% TO 88% SAND -8% TO 12% SOIL FINES; AND MODIFIED DETAIL FOR -3% TO 5% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 4 (NOT TO SCALE) .Bioretention .Basin Adjacent to a Drainage Swale BIORETENTION AREA LIMIT A I# LOW CONCRETE CHECK DAM 3:1 MAX. (Typ•) -7 t, 34 10' MIN. 15' MIN BERM -T FLOW _0.20/ FLOW SWALE PLAN VIEW (NOT TO SCALE) Proposed rc6.7�'� BIORETENTION AREA MAX. PONDED WATER DEPTH (9INCHES) SWA.LF-71 SECTION A -A' (NOT TO SCALE) I1- 5. D WG NOTES: >. 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 2R 6„ FLOW 9 " 2' d d < 114 e e d d d� a d d p d I 7„ \ CONCRETE CHECK D.4ff (MODIFITD/DRY CO-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 ofthe 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 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 nq methodology to estimate the level of toxic materials in the bioretention areas since runoff, soil, and plant characteristics will vary from site to site. As e toxic substances accumulate, the plant biologic functions may become impaired, and the plant ., 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 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND FINISHED GRADE AT C/L - - - - - - - - - EXIST. GROUND AT C/L SCALE: HORIZONTAL: 9 " = 50' VERTICAL: > " = 5' LT H OF 0 01 c ` 0 0 U BRIAN C. M CHELL y o Lic. No. 035724 0 071JI12020 /A�FFSS/ONAL ENG\�� 0 a c a3 c O U C 3 L ti 3 q w 0) 4 4 1 O 0 q64 �j � w E-i �w � r L O cm C 0 a 0 C)rn� U C o N U 0 0 Q4a "1 s a� REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 0713112020 PER OWNER DATE 04-27-2016 +' SCALE � AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. -6BCM DESIGNED BY / JLS s CHECKED BY 0 PROD. # 20150290 0 0 ° SHEET # C - 6B 00 tr WO (D (Wn O (A LA CA O U o ORNAMENTAL Rp J � WALL c _V 0 Cn STR: 31 N N m 0 STA. 9+75.00 M m 2 TOP=454.05 O \ m r- D r- INV. OUT= 447.05 32 o \ \\ F O m O II m 'Mw lJ O \ rNmo � o (A STR: 29 \ \ cm-P o _ STA. 10+43.00 \ c o ((A � � �� TOP=454.05 O INV. IN=446.71 32 \ \ N INV. IN=449.65 28 _ o , INV. OUT= 445.96 30 X \ a //�,� ORNAMENTAL 0 WALL O Cn r ^ o � o\p N > 1 VI CD Iv o _ Of)�N - 0 w m STIR: E12D O STA. 11+06.25 FT o TOP=45 .50 CW // INV. IN= 41.22 E12C /% /// INV. IN 443.43 30 ' cn,-�-- �� STR: E13 INV. OU = 440.72 E12E 0 o �, m I �I ! 1-� STA. 11 +38.96 TOP=447.25 + � oq I �--' STR: E15 INV. IN=442.64 E79A (A STA. 11+61.13 INV. IN=437.49 E12E Cn / TOP=444.00 INV. OUT= 437.39 E14 INV. IN=437.?8 E14 i 00 w rn rn O ((A (n 41 41 O LA 0 o Can Cn O Cn I I I I k k k Z co o b O O O r1l O c �I y � n 9 r � r � r 0 CC n o Ln - // / / o � 0 0 0 m w w 0 Cn 0 CA cn o Un 0 0 O 0 Cno 4' 4h. -P 4' 4' 4h, 4' 4' 4' 4h. 4h. CA Cad _1126 � 01 Ln (A 0) J OD o Ln 0 Cn o (n o (n o cn o 1 463.7 I I � 463.5 O 1 1 i 463.7 O 464.4 0 I 457.3 0 456.9 0 !� 463.4 CA I C_ 0 463.2 M . � o O � _ 462.7 _ BVCS: 11+24.99 c� _ _ BVCE: 462.65 < < _ I I / «m�� _ 462.1 P MDm�+ 0L04 > 0 (04+ EVCS: 11+74.99 (oNN461.4 EVCE: 461.37 co 01 in EX STIR: 22 +N- 460.6 / STA. 11+92.80 0 TOP=461.70 0 / INV. IN=436.98 21 _ 459.8 / / \ O INV. OUT= 436.88 23 N 459.1 \,4 l l ^ .W l� Cn 458.3 c' +- 457.5 Li> 0 a X STR"24 /STA_13+10.08 456.7 / / = BVCS: 13+25.00 BVCS: 13+25.00 I \ I /// IN=43 .4BVCE: 456.73 BVCE: 456.73 > INV. 03 25 Z4 I / 456.0 \ EX 12" CROSS cn (2) EX 12" G. V. I � P.I. EXISTING INTERSECTION TO FUTURE COMMERCIAL o J ms� & CROSSCREEK DRIVE STA: 13+57.68 455.4 455.4 / 1 I = EX 12 ' 8L 0IYOF-F ' I I - o 4� 455.0 am 455.0 "1E � PLUG � ' � � I � d---i o ? p on R� OVE EX 12" 0 0 / o n y PUG OR TIE-IN N 454.E �� 0 BEGIN ROAD CONSTRUCTION 4a 441.3 / STA: 14+40.17 " So" 0 454.43 x -T 6 V' C m 434.2 IF BE -HYDRANT I / / 454.34 i STIR: 31 STR; 29` STA. 14+79.4 STA. 14+80.06 / TOP=454.05 TOP=454.05 + 429.2 v INV. OUT= 447 05 32 INV. IN=446.71 3� 00 454.38 / ' / II INV. IN=449.65 28 INV. OUT= 445.96 30 cn r i 424.6 454.55 / � 421.8 0 454.83 N D 416.5 I 011 455.25 o X rn 0 o D r- r- m + 419.2 F < 6 m - 1 00 455.79 1 C)X D� 419.6 456.45 �oo�mo 0 rn �0 z :X -1 C / \ M 421.0 Cc)Do��c( Z + ��rloOrri 0 457.24 m1,50co-N ::0 \ 422.7 458.15 0rri0��Z6 424.8 ooZ�^°piam0� \ \ + �� 0 459.19 �o�o'`� \ C~vmiC)"01 Z \ 427.6 460.35 + 430.6 Cn 461.64 0 434.9 463.06 \ + 439.0 0 464.59 443.8 466.26 I�D 449.0 0 467.98 - Cn rn rn Cn 0 (n 0 mm D ++ Mz �> I o _ RP cn co J C Cn _UX-09 (n r II II m K O -0 O(nN Cn v P N (r m m O (nCnmK: o 0 Cn = r'4N N 2�_D mjDO (n Z Z (n - mNmo _10 X m cm- nMr C� ;O m Cn � tin Ln U1 o Cn Ln cri Un O 0 JCLTI / -uOCi�oY / m � � O CnNWK: m / 2 i -0 D \ m � D mNmo �o CCDF 0M \ �Oc cO \ \CO m a�Xb 1 I �' v / ORNAMENTAL WALL STR: 23 O STA. 9+97.30 TOP= 459.05 INV. OUT= 452.05 24 STR: 25 STA. 10+53.86 ORNAMENTAL TOP=459.18 ALL INV. IN=451.76 2 INV. OUT= 451.66 26 I\ (J rn i 41 o to 0 46 CA 0 y Npl co rn 0°q ; J STIR: 37 STA. 11+85.33 +O TOP= 446.00 O STA. 12+01.64 INV. IN=441.30 36 T9f= 441.00 INV. IN=441.30 48 IN=439.04 38 INV. OUT= 439.20 38 ",,INV. m / 4 / 41 / N +- / 00 l ly �Ilk �o �y N 0 v o 00 p - N - o C+ OD z y Obi v v (n o cn STA. 9+75.00 TOP=466.79 INV. OUT= 460.52 34 � N ro STIR: 35 STA. 10+27.32 TOP=467.21 INV. IN=459.86 34 INV. OUT= 455.00 36 � II II U oat �m 00 � 00 _ m; - r D R' N K: co Z 0 II -00mLn mK�0 U! r Cn ID m Z m D 0 N �lXD O71 r oq0 r-CnM0 -i v C UD �r-r _ = ;0 � m IN IN, I q0 449.0 0 467.98 453.5 469.61 co 458.2 O 471.03 462.1 472.24 (0 465.7 0 473.25 468.5 474.06 0 470.0 o I 474.66 470.3 475.16 0 471.1 0 475.66 473.1 476.16 475.0 °D 0 476.66 O 0 477.5 477.16 N 479.8 Cn 0 477.66 482.0 478.25 INN- 483.0 0 479.03 O 483.6 479.99 N 484.0 Cn 0 481.13 484.3 CA I 482.46 �W 484.7 rn o 483.97 - 486.0 485.58 N �W- 487.3 0 487.18 488.1 488.69 NJ 489.0 +- 0 489.98 489.8 491.08 N _r� d 9 n F; NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA IN IN w in STIR: 27 STA. 15+77 65 TOP=455.15 INV. IN=450. 0 26 INV. OUT= 4 0.10 28 I / STA. 17+00.84 TOP= 459.05 INV. OUT= 452.05 24 STIR: 25 STA. 17+05.52 TOP=459.18 INV. IN=451.76 24 INV. OUT= 451.66 26 ox \ C_ m m� = 0 w0 Cr rr O <<�� r N�� c<� rM� cn U'm Ln Dr� o��mD OO�U'< O N + O v W O O W �(A 2 0 zzzu) O K:0 U / c Cz ��::7� C/) D M � � I 'rn1 0<7\-0 -C>0 .. Cr r M O / CD N)o rn\ FT I EVCS: 18+25.00 _ U1 EVCE: 466.26 0 \ \ •cos STR: 33 �i \ STA. 18+35.84 ITOP=468 7q BVCS: 18+50.00 INV. OUT= 460.52 34 BVCE: 467.9898 00 \ \ \ STIR: 35 �X STA. 18+41.02 C o U, TOP=467.21 z cn 2 INV. IN=459.86 34 = \ r H� m \ \ / INV. OUT= 455.00 36 = \ D D - - < _ _ \\ I D n r <N4m \ \ n r C7 N, P Cn -p- D :::i r C 0\ O J N C N =mrm \ 0 ;Cn�+ �g \ a,O�o �0 \ ob)o 6U,O \ °'0 0 m � 0 \ NN o;Um 1" x 6" TEE \ c� 6" G. V. Cnl FIRE HYDRANT EVCS: 20+00.00 U m D EVCE: 474.66 (n - I z MA CH - \ P.I. CLIFFSTON BLVD STA: M N - o CROSSCREEK DRIVE STA: 20 FTl 12" "G. V. \ 12" CROSS \ 12" G.V. \ - - _ \ \ STR: 5 \ STA. 21 +22.94 TOP=476.90 o \ INV. IN=470.27 84 II \ INV. UT= 470.17 E \ \ =Cnr 11 C-)11 OD 00 \ \ STIR: 83 1 \ STA. 21 +88 TOP-478.5C N INV. N=471 \ INV. =47: INV. T= STR.11 1 STA. 21+9C TOP=478.5� 1 INV. OU = 11.25' BEND 1 1 (J\\ 1 � \\ cp LS v$ I ova r � �ZZ 7 w o" Z CD 3 S 2 N cWn �I Nm r ROAD AND DRAINAGE PROFILES d Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com This drawing and the design shown is the property of Townes Site Engine wring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering k k k DI C) C) C) o b c c c O O O � 0 c y n \ o �N V � r O O II vl lI r 1 0 v O 4h. 4' � C n 0)� C _ rn 421.0 01 O CP 0 457.24 ��> n"c° ,R o r N m O X o m Ln N_ \ STR: 23 422.7 458.15 M- STA. 17+00. \ TOP=459.05 INV. OUT= 452.05 24 + 424.8 Cnn 0 459.19 _ STIR: \ STA. 17+05.52 427.6 TOP=459.18 a 460.35 INV. IN=451.76 24 INV. OUT= 451.66 26 � 4' � v Cb Cb 01 O Cn v 430.6 0 461.64 CD El \ \ 0 434.9 463.06 in ED 439.0 0 464.59 \ 443.8 \ EVCS: 18+25.00 466.26 \ EVCE: 466.26 o STR: 33 + 449.0 \ s STA. 18+3 .84 BVCS: 18+5C 0 467.98 = INV. OUT= 1460.52 34 BVCE: 467 O \ STR: 35 453.5 \ moo STA. 18+41.02 469.61 Z o TOP=467.21 \ Z (n c INV. IN=459.86 34 < \ INV. OUT= 455.00 36 + 458.2 M 0 471.03 \ / a \ \ / z 462.1 \ \ N m 472.24 -co\ = M D \ + 465.7 \ - 0 473.25 N o r- \ oo \\ 468.5 ny v0 �m �- 474.06 m 1 x 6" TEE 0 r.6 G. V. 0 470.0 FIRS HYDRANT 00 474.66 (n \ z 470.3 y 475.16 0 471.1 0 475.66 � � � � M \ ■ 4 73. 1 \ 476.16 12" G.V. 12" CROSS 12" G.V. 475.0 00 476.66 477.5 477.16 v II N 479.8 I Pa N 0 477.66 C II o'O 482.0 I r o 478.25 (Dn ((:i 483.0 0 479.03 483.6 479.99 11. N 484.0 +- 0 481.13 484.3 482.46 W 484.7 0 - 483.97 - 486.0 41 00 CVn o Ln o (CP / R: J90 0 Ln ST4(. 9+97.23 0 r w T'OP=478.50 I10 I �OD ("_ / INV. IN=471.17 114 o ivicz /INV. IN=473.00 82 D z / INV. OUT= 471.07 84 > STR:113 N / STA. 10+40.46 - = TOP=478 59 0 00 co O (n O +- a, O / INV. OUT= 471.38 114 Ln (ten o (Ln 0 Rp(AKC / �c(n X (n v / m K COCA 0 STR: 79 0 m m - _ / STA, 10+00.00 Z m r- D j1 p �, �cn INV. IN=488.00 X D O 0 0 g a INV. IN=488.00 r- (Aoo OWN�v z INV. OUT= 486.( X � D STR:111 �M STA. 10+40.31 / INV. OUT= 488. rr O L / 00 O O +- Ln O 0 CD 00 Cn o RPCnK(D Ac(n �0CnA mKoo0 NmmK Z * -U D -E ;u > r-Woo X m m � r COA-�z x* o (nN6" 0 '0(A r U \ Ln p (n o Cn v -00Cn II mKaoo / (nNm� ` �(Inr w Z�-y 10� N OD (n �XDO \ 00000 �v r-(nrn \ D�Q0 - z � \LO �m� X: En my\\ cmi� z \ D \ �o �y �N This drawing and the design shown is the Ln 0 O Cn Cn 0 00 co O (n O +- a, O / INV. OUT= 471.38 114 Ln (ten o (Ln 0 Rp(AKC / �c(n X (n v / m K COCA 0 STR: 79 0 m m - _ / STA, 10+00.00 Z m r- D j1 p �, �cn INV. IN=488.00 X D O 0 0 g a INV. IN=488.00 r- (Aoo OWN�v z INV. OUT= 486.( X � D STR:111 �M STA. 10+40.31 / INV. OUT= 488. rr O L / 00 O O +- Ln O 0 CD 00 Cn o RPCnK(D Ac(n �0CnA mKoo0 NmmK Z * -U D -E ;u > r-Woo X m m � r COA-�z x* o (nN6" 0 '0(A r U \ Ln p (n o Cn v -00Cn II mKaoo / (nNm� ` �(Inr w Z�-y 10� N OD (n �XDO \ 00000 �v r-(nrn \ D�Q0 - z � \LO �m� X: En my\\ cmi� z \ D \ �o �y �N This drawing and the design shown is the Ln 0 O Cn Cn 00 O O +- Ln O 0 CD 00 Cn o RPCnK(D Ac(n �0CnA mKoo0 NmmK Z * -U D -E ;u > r-Woo X m m � r COA-�z x* o (nN6" 0 '0(A r U \ Ln p (n o Cn v -00Cn II mKaoo / (nNm� ` �(Inr w Z�-y 10� N OD (n �XDO \ 00000 �v r-(nrn \ D�Q0 - z � \LO �m� X: En my\\ cmi� z \ D \ �o �y �N This drawing and the design shown is the Ln 0 O Cn Cn Ln p (n o Cn v -00Cn II mKaoo / (nNm� ` �(Inr w Z�-y 10� N OD (n �XDO \ 00000 �v r-(nrn \ D�Q0 - z � \LO �m� X: En my\\ cmi� z \ D \ �o �y �N This drawing and the design shown is the Ln 0 O Cn Cn �o �y �N This drawing and the design shown is the Ln 0 O Cn Cn C o lJ l 0 STR: 77 STA. 10+00.00 TOP=498.98 INV. IN=494.32 76 INV. IN=492.98 110 INV. OUT= 490.27 78 0 STIR: 9 STA. 10+48.36 Q0 TOP= 00.47 INV. 0 T= 493.22 110 n Ln 0 Cn o V / 0 STR: 75 STA. 10+00.00 TOP=519.40 INV. IN=510.94 74 INV. IN=512.41 108 INV. OUT= 510.69 7O STR:107 STA. 29+91.13 TOP=519.40 INV. IN=512.71 106 INV. OUT= 512.61 108 r� �I Q v Q (Do Q � v N v o C+ v \ v \ oo \ \� S o � z y �zzzz 0 4' � CD CD O Cn 0 C � - D M TC 0 9EE M AM I• I• I• I• I• IME MIE MIE"I P.I. CLIFFSTON BLVD STA: 4 +87.07 & f� I C o CROSSCREEK RIVE STA: 20+ 7.00 I V L \ STIR: 85 \ STA. 21 +22.94 TOP=476.9 INV. IN=470.27 84 \ INV. UT= 470.17 86 \ \ BVCS: 21+50.00 CTI U1 01 01 UClN CA Csl 01O 01O i (�J 0 � U 0 z = 07 rri � I• � ,- 07A 0o O \ STR: 83 BVCE: 477.66 STA. 21 +88. 3 4 J \ TOP=478.50 INV. N=471.1 114 INV.=473.00 82 INV. T_ 471.07 84 r p STIR < g <_ STA. 21+90. 6 r <- C TOP=478.59 < � M --i INV. OU = 4 1.38 114 ; w r- ? MM O..N<D 25' BEND O � V N I p coCv+ I rno�a' - p O \ o 0�EVCS: 23+00.00 EVCE: 483.95 486.0 � - 485.58 ` w 487.3 0 _ +- 0 487.18 488.1 488.69 489.0 0 489.98 489.8 491.08 490.6 0 491.96 491.3 1 492.65 Ln 491.8 0 493.12 490.5 j 493.50 N (n 489.3 0 493.88 489.5 494.25 rn 490.7 0 494.62 491.5 495.00 N rn 492.1 0 495.38 492.8 495.85 v 493.4 0 496.53 494.1 497.41 v 494.7 0 498.50 495.3 499.79 OD 496.0 0 501.28 496.9 502.97 0 497.3 0 504.87 498.0 506.97 to 500.9 00 509.27 501.9 511.68 to 503.5 (n 514.08 0 504.8 516.49 L4 0 507.2 0 518.42 0 509.9 519.41 wo 513.1 519.93 517.5 + 522.2 0 526.9 w 530.0 Ln 0 531.3 2" x 6" E 6" G.V. FlRE HYDRANT v -x- %0N Ncoo n N N O cD r ,n 0 Y - LA " 12 G.V. N' d �° o UA 12" CROSS0�q w 12"x8" REDUCER 8" G. V. N N - NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ova r � �ZZ c� 7 Z ' o 0 3 - S Z N c� NM F � r r ROAD AND DRAINAGE PROFILES d STR: 81 STA. 23+70.28� TOP= 488.38 INV. IN=481.10 80 INV. OUT= 481.00 82 -U<=_ r <<mm ,P..... rD�(n UM m �.Cr'<N)-M> 00,��< p (n c0 N N o Ln iD P'o + O w O 0iA0 000 STR: 79 STA. 25+99. 8 TOP= 495.30 INV. IN=488.00 78 INV. IN=488.00 112 STR:111 INV. OUT= 486.00 E STA. 26 04.41 TOP=495 40 INV. OUT= 488.20 112 E STR:77 r STA. 27+17.01 0 TOP=498.98 -U< STR :109 INV. IN=492.98 110 n r D m Ln STA. 27+4 20 INV. OUT= 490.27 78 N N m •• r D co < N m TOP=500.47 Ln .. o w � + < N INV. OUT= 49 22 110 0 co o 41 + O Ut N O � \ 00 NA \� < \ dl• �' 9 F EVCS: 28+ 5.00 �p EVCE: 51 08 11.�15' BEND \ �10Dr,Q \ ' �0KMK0 8" x 6" E zc(nvNK 6" G.V. �mm�-U -n m � m D FlRE HYD ANT � `� X M --A 11.25- BENS \ k� m \ 8" G. V. \ I TEE . THICKET RUN PLACE STA: 28+89.81 \ & CROSSCREEK DRIVE STA: 30+53.30 \ HVUL: 51,9.bb = c� <_ r < U) STR: 75 o N < " r STA. 29+91.09 0 01' + < w 0 TOP=519.40 0 00 0 (,, + INV. IN=510.94 74 INV. IN=512.41 108 0 w o INV. OUT= 510.69 76 0 EVCS: 30+00.00 EVCE: 519.81 STR:107 N STA. 29+91.13 TOP=519.40 INV. IN=512.71 106 INV. OUT= 512.61 108 o \ Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com property of Townes Site Engine Bring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering rn 01 Cn O O 0 0 0 0 v v 00 W ((00 o 0 cn b (n o (n o N, \ STIR: 19 \ STA. 18+33.44 \ TOP=482.23 \ INV. IN=475.20 194 _ \ INV. OUT= 475.10 196 mZ N \\ Z v (nr� \ �ou� NZ^' \ m N :0 c9 N MD z \ n \ Cn o STR:193CA \ U, STA. 23+58.27\ r oo w TOP=486.57 to n 11 III �v cn INV. IN=476.63 1R2 v U,wN INV. OUT= 476.38�194 � z STR:191 STA. 23+58.32 TOP=486.57 (n � I V. IN=477.39 1P0 it It I c) - a• (0 , _ I V. OUT= 477.2 1�92 'U (P N o C) � o r I N STR:189 STA. 24+07.05 I - TOF =486.00 INV IN=478.28 18 INV OUT=_- 478.1 cn 0 488.1 0 485.89 489.2 486.50 N 490.3 486.98 0 491.2 487.35 C / 60 492.0 487.61 O 492.8 i 487.75 (^i 493.5 0 487.77 494.2 87.68 00 495.0 imp-- 0 487.47 495.1 487.15 W 495.3 o486.75 495.6 486.35 41 496.0 0 485.95 496.0 485.55 496.0 485.15 0 496.0 r n ca 0 0 (Jn 0 (ten O (Cn O 495.9 +- Cn 484.01 N \ O STR:185 \ Cn 495.6 o 0 STA. 9+99.99 \ 0 483.80 TOP=483.54 �o INV. OUT= 480.27 186 495.0 CLIFFSTONE - 483.71 BOULEVARD v (n r II II II OD rn %ail 00 N 0) +- 495.0 _ o cn u, P, STIR: (-J 0 483.75 0°�4 STA. 10+56.00 TOP=483.64 494.7 o INV. I N = 479. 99 186 483.92 c) INV. OUT= 479.89 18 � D (Nil to to 0 W rn 494.3 0) Cn o (n = o coo cn o �" O 0 484.21 494.0 484.62 V 493. 7 v v OD 00 (D (D 0 O 0 (n o (n 0 (n o o o O 'w STA. +97.33 ou! TOP= 87.53 INV. I-480.63 208 �- INV. OJT= 480.53 118 U 4rL-n STR:119)0 N STA. 10+41.33 > r TOP=487.91N co INV. IN=,{80.09 118 INV. OU/T= 479.34 120 / � v II S7R:121 0 TA.-19+72.40 - O II fA / TOP=487.96 n II INV. IN=478.81 120 000i N Z INV. OUT= 478.71 122 N 0 �w z / D Nn / STR:123 _ / STA. 11 +50.73 / TOP=487.96 / INV. IN=478.37 122 / INV. OUT= 477.87 124 / w ( Ln � O � OD (n O M (n O (n 0 O (a O (n o (n o (n O I 0 ST :125 O STA\ 9+75.00 TOP-477.19 INV.�N=466.61 124 II �N INV. 1)8=469.66 130 a! INV. O�T= 66.51 126 70 to v� v CLIFFSTONE \ 0 �„� �O,0)0 z Z BOULEVARD \ N nob r o4 cn \ STR:129 \ _ STA. 10+31.09 , \ - TOP=477.19 +- V-GUT= 469.94 1 9 rn N O v (n o v to OD0) OD o to O r-1 O �N 1 V � O II vl r lI 1 vO1 R o � i k k k Z co co C C C O O O r1l n r �o �y This drawing and the design shown is the 0 \I o co p cn - Iv v o C+ �'d z y v 493.0 a486.39 493.0 487.R w 493.0 0 487.60 491.1 488.78 IQ W 490.1 0 488.85 489.6 488.75 489.3 0 488.49 489.0 488.06 0 489.2 00 487.47 490.3 486.72 0 491.1 0 485.80 491.4 484.78 (A _ 490.9 0 483.75 489.5 T482.71 488.1 0 481.68 487.1 480.65 w 486.5 0 479.62 485.5 478.59 ti 484.2 Cn 0 477.56 482.1 476.53 CA ((A 479.4 0 475.50 476.3 474.46 CA L4 472.7 0 473.43 469.8 472.40 466.5 0 471.42 464.1 470.55 461.4 o i 469.81 458.9 469.20 cwn 457.2 0 468.70 455.5 468.34 cwn 453.3 " 0 468.09 12" 450.7 / 467.97 447.5 0 467.97 / - 444.0 0) 0 -1h. -;h. 0) v cn o 4 0000 0000 (0 (0 0 0 cn 0 cn 0 cn 0 (n \ 8" PLUG 2" BLOWOFF cn 0NCno U ENO N 8" G. V. i 12" x 8" REDUCER 12" CROSS U, 12" G.V. ' (n r II II UD0a c1 a' om r .A co D N I N 12" x 8" TEE 12" G.V. AIR 12" G. V. 12" x 8" TEE 12" G.V. O -U r �<-� 0�(n -( w (nmDm r w< N D o. m.. 00D�f< C � p�OD+ N `°9D�+ 1 N "O O \ Do N O D p o � \ > - m - rn i \� I BEGIN CONSTRUCTION EVCS: 23+28.66 TT EVCE: 487.09 I STR-191 STIR: 193 STA. 23 58.32 STA. 23+58.27 TOP=486 57 TOP=486.57 INV. IN= 77.39 190 INV. IN=476.63 192 OD I INV. OUT= 477.29 14 INV. OUT= 476.38 194 STR-189 STA. 24+ 7.05 TOP=486. 0 INV. IN=4 .28 188 2 INV. OUT= 478.18 100 p C Z v P I. CLIFFS ONE BLVD STA: 24+57.45 & aDo R CKY CRE K DRIVE STA: 16+28.09 c I o� n1 0 VCS: 25+00.00 I BVCE: 484.35 n I n I VALVE w 0 /I Cn 0 I/ r r0 STIR: 1 7 TA. 2 STR 185 +79.46 ST J 25+79.44 < < r (n rn OP=4 3.54 TO �483.54 n -- r D (n rn I V. IN 479.99 186 IN .) OUT= 480.27 186 No < N I V. OU = 479.89 1 8 ' O rn � + < 0ornw0�+ I I Jow i o J u'0�(o I / � rn I i EVCS: 27+00.00 I CA EVCE: 485.18 to _ CL / T CA v ) I CA I =z z , Cn Cf n M 0 0 m '' Cn V) - 0CJ B VCS: 28+05.00 z I BVCE: 487.72 O � O I D -'�C> 1 �MrMF- / rC o IFI / tdpp � r c) / < mN�� Irn r'7 rr P ?5 r D (n Wm.. m-1 Iw2 IU1� fs ccn �C) 0�I+<N r 90:5�iD oO _. Ti o 90�00 �I • OD + m � 0)0 V 00 z (n b) TR:123 X m c / IX STA. 29+72.86 TOP=487.96 z r-/1 - v INV. IN=478.37 122 1 (n T 477.87 124D _ " STIR: 121 / STA. 29+ 2.40 D +_ TOP=487.96 INV. IN=478.81 120 INV. OUT= 478.71 122 + �n 0 CO : 30+55.00 EVCE: 485.60 /acr ' / / / STIR: 29 STIR: 125 / ST . 32+5 .96 STA. 32+54.90 T P=477. TOP=477.19 mM / 1 V. OUT 469.94 130 INV. IN=466.61 124 INV. IN=469.66 130 INV. OUT= 466.51 126 12" x8" E W cn 0 / _ 12" G.V. - - - v! _ - - z / W 0 O -T1 < m D N /p r O mm _ (j ii' p /v / ao r a .W ,. 12" x 6" TEE p (o r / BVCS: 33+78.66 D 6 G.V. n. BVCE: 472.25JI m FIRE HYDRANT v�i -� D a / / W + I _o Z N I CCo m \�f G) 2 IL -- -V �IL- -- - -- - r NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA rA 0 (-4 O 6 m STR:127 - STA. 35+04.67 TOP=468.46 INV. IN=459.01 126 - INV. OUT= 458.91 128 STR:131 STA. 35+86. 5 TOP=467.80 INV. OUT= 4 0.80 132 STIR: 95 �ZZ 7 Z ' o 0 3 �( S Z N U1 0 NM r ROAD AND DRAINAGE PROFILES d r r0 0 - <<�� m fc c�?�rDm(n (n m .. -U r -0;-L< w m D X� OV�+<p D 0 Cn o :;-pDrn+ 0o).irn - - r� z 0) mm Z �00 c� MATCH C-07 LINE C-07 Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com property of Townes Site Engine wring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering CLIFFSTONE BOULEVARD i HIGH PT STA: 40+76.77 ROUN AB0U11 2 HIGH PT ELEV 479 09 495 MIN I 35 MP D SIG SP ED P.I. CLIFFSTONE BLVD STA: 38+03.7 �- PV SE : , MINIMUM CREST K V LUEJ 29 &PRIVATE ENTRANCES (FULL) I � PVI ELEO`:480.96 .480. 6 K:53.10 ,8 LVC: 300.00 MINIMUM SAG K 'VAL E: 49 MINIMUM SSD: 250 T o --- _ 0 �� 490 _ �� \ I cor) +� 1 N+ LOW PT STA: 35+86.87 w /N (D� M of v 0 N LOW PT ELEV: 467.96 PVI STA: 35+78.66 (A U > / M 0 m / °' o N Mo 'n_ 0 cii w > o .. ~ JE BLVD STA: 33+02.4r, ENTRANCE (RIGHT -IN -OUT) PVI ELEV: 464.00 m r7 ) r7�rc6� � o �? _ 0 - + . w \ cn LIGHT K: 50.47 / (w r o"fO II r� is \ V � d' z o 00 m 485 LVC: 00.00 ' ' loo rn ri I o+o r II a �� T 't cp oo� d ' (� ad w corn P.I. CLIFFSTONE BLVD STA: 35+56.16 c00 CO / n't ��1 °�' II - oM� II °�° r0» cn cn�?? o 00 \ z ~ 00 N 00 / / + Ln d z >; o II + � w r PRIVATE ENTRANCE (RIGHT -IN RIGHT -OUT) + / 0000 � cn - z ? z O IZI \ \ L_ Of r) N o II Qa>> \ o 0D II \ -�cn MU N� MU // ry �O ��ZZ » \ �O U 00 ``' / / U 480 m (o o d w / / , 390 HEIGH OF \ OBJECT �.5' 390. +06 06� / I \ N r`)COZO04 p 3.5' MIN ~ z z L.O.S. 390 12" �18,5 I LO o D.I. WATERLINE 475 o � N rn ao ao N � / HEIGHT / EYE 3. - - \ -476g II �8 " w \ ° H HT OF Lncr0� rrnoao '� r� , o M � r 2 t / Q� w JJ \ \\ 0 ECT 3. ' da MNor0� N (D (n / 25 QD:'> \\ v) v)Pz Co� ICI ICIH roz z z o / 470 - HEIGHT OF rn 11 /771/ \ EYE 3. o >> z > \ cn N�zz_z / / X/ JL . .. ...... 17 ;Z 7 /77 �z an 465 D=3 RCP L=166.38 S=0.80% p=30" RCP CLASS III HIGH PT ST 43+25.00 HIGH PT E EV: 475.41 PVI STA:J 3+75.00 PVI ELE474.49 K: 33.90 - LVC:100.00 I 0 . 00 �i N r- N r + +,t U qt w > U 05 m U w RU W m N \ 24" STEEL N CASING \ m� \ v 11 S ITARY LOW PT STA: 45+75.00 LOW PT ELEV: 465.74 PVI STA:45+25.00 VI ELEV:467.29 K: 58.82 LVC:100.00 orn O (n m WIN N N (D N O (0 4roNt D O �(011D �ItZ0 Y > z �IL 0 nc NU) - N N EWER \ 3 A S; 3 4R'>> a\o p f ° in 60 CP Ncn wAS �/ De _ w 0 \ \ 128 / i 00 tO > \ 95% C MPACTE FILL a Q > L-112.4 / " I x c� w \ MUST E PLAC D BELO > _ 1.00% N a STORM SEWER STRUCTES 455 iv w \ 30.. _ P CLAS III / _ _ T w \ & PIPE IN FILL / (0 c: \ w \ / LL] 95% COMPACTED FILL U x \ MUST BE PLACED ELOW Z N N \ STORM SEWER ST UCTURES/ \ / 450 & PIPS IN FILL / " COUNTERSINK PIPE(S) MIN/MUM \ / 10 SANITARY SEWER OF SIX (6) INCHES BE OW \ 445 - \ 24" TEEL _ EXIS77NG STREAM BED EXCEPT \ / ASING ERE CULVERI� ARE LOCAIED / ON BEDROCK OR ON SLOPES 5 \ 10 / OR GREATER THEY DO NOT / REQUIRE TO BE COUNTERSUNK. COUNTERSINK PIPE(S) A MINIMUM 44 OF SIX (6) INCHES BELOW ` \\ l 00 rn rn N co c0 O r N rn rn rn rn o i• to v rn r v EX/S77NG STREAM BED EXCEPT l ao o r� m I �. cv v a0 M rn ap v ap m o o ap c0 rn (n rn c? n o 0) (0 K 0j K 00 N ai ^ (+7 t6 �- o ([) 00 4'i C6 O (V r; M of W t ^ 0) (p L6 N of 00 WHERE CULVERTS ARE LOCATED CID co co 16 I 00 ^ m CO r con r, r r, r, ^ r, N r co o � M r a O LO (0 � v v LO co co co co co ON BEDROCK OR ON SLOPES5% `ram `r v� v c� `r �� a `ram v v� `r �� v �� `} �� `r � v� `r �r� `r OR GREATER THEY DO NOT I REQUIRE TO BE COUNTERSUNK. / � II � II � II II � II � II II � �� _ _ 41+50 42100 42150 43+00 43+50 44 00 44150 45100 45150 46100 46150 47100 43 I � � O (!) O O r7 Ln (O (O (0 M N 00 N O M N O O) m N 6� (n Ln LO M 0 o d w (o (n v 0o rn N (�, r7 M o rn 0, o o ,.� y r o N M o0 0 v r7 0 N co o> rn ,n r r m v 0o r 0 o o m 480 - 00 O o 480 M N co V Q - � c0 O) (� 00 M O � t\ 00 Oi 00 � M 0j N 0i Q-i of r i cV .0 ((j t\ N (p O O 00 O O 00 Oi ca 0j W r� 00 N O (O CO �0I� 1 a :� v (0 v v (D v v (0 v v (0 v v (D v vco v v v vco vco vm vco v I� v v v vco r 't � r vcO NLq� II30 N 14 II O N I I IIIIIIIII STORM 41-BMP4 �z0 `° �50 34+00 34 50 35100 35150 36100 36�50 37�00 37+50 38+00 38+50 39+00 39+50 40100 40150 41 �00 � � 0o > > 00 `n II STORM 115-93 490 N 485 0' - go L (O o Lq�,�r� rnQjt'� a0 N 4f M�ZZo N r II Qa>>> rn-It �oz �� II 480 (n�-zz / rn o�~ - O 0 wo / o ¢ �0z / > (� (� ? / U m 475 3.5' MIN 1 AL W 470 1m0 116 L= 56.12 465 S=0.507 =15" RCP CL STORM 87- 89 490 495 co cn ~Zz 475 -ern NCD 475 CID of `Ij O i 60r',t4 w 0 of > ~a0CD zo �> u- E) 495 z z, U m 470 U) (n - 470 00 485 490 0 490 00 (0 ao w 00 (n (0 of r 0i n(D06 p� ON ~ 00 '-z0 +Pc II 480 485 '0 9t z Oof � 0o > > 485 a» U) Nzz �zz Zz / w o Of w 475 480 / U m 480 n I 470 475 465 470 460 ' ' 460 465 455 9+150 10+00 12"D.I. WA 12" MIN '_ 88 L=56.64 S=1.00% D=30" RCP CLASS III - , 1 455 460 1 1 11 +00 9+50 10+00 475 470 465 460 11 +00 465 460 455 450 445 440 435 9+50 00 00 (0 00 0 ,t r7�N (0o0Cn M OOM ro 0 o r� o 't + ICI �o�� II "t� qTz r ±.t II II ::) ��tZZ0 �o> r7 II (nl,z ¢�>» r / / - 10+00 L=agpO , D-15"SRCP CLASS 111 38 L=16.31 S=0.98% D=15" RCP CLASS III 11 +00 00 (0 rn �0 � o » cn cn z z S=0.50% / D=15" RCP CLASS III 44 L=40.30 S=6.01 % D=15" RCP CLASS If` / / I SANITA 'I` IX SE Al95% COMPACTED FILL MUST BE PLACED BELOW 46 STORM SEWER STRUCTURES L=48.70 & PIPES IN FILL S=6.00% D=15" RCP CLASS 12+00 465 460 455 450 445 440 435 1345108 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: > " = 50' VER TICAL: I " = 5' LO / n o0 O Z C� 0 CC) m O UGgco O W •�" WO 4-t CC) W 07)LO �� r- a L) cn .L a� a� c 0) C W a� cn ca a� c 3 0 0 N 0 c 0 U 0 0 0) 2 O U a� D a� 3 c a) aEi lollPLT H OF L c c O o U y � BRIAN C. M CHELL o Lic, No, 035724 � 071JI12020 0 �OFFSS/ONAL a cil c al c 0 U c O 3 %/1 6 I-� ~ 0 C 0 i q 0 o, O O W ° U 0 0 �w a a� REVISIONS DATE ITEM 10107/16 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMEN TS 071,3112020 PER OWNER a� c 0) c Li a) V) co a) c 3 0 0 a� a 0 a DATE s 04-27-2016 +' w SCALE c AS SHOWN o PROJECT MANAG=PE. BRIAN C. MITCHEL co DESIGNED BY BCM / JLS CHECKED BY c 0 c' PROD. # 20150290 0 0 SHEET # ° C - 7C o �N V r O II II v l 01 r 41 41 co cn +_ Ln 0 it O O O O r1l 0 Q y r n r 46 UOi O � r v 7 a�`o N �Jd^°�°O�CQ�vGiV �Cv -4 0 U D (II I W CID _ - aXrn rn / +- O or:E0M> N r N D ;0 ;0 UrI vWy / N Eg -U _n v S_ 41 Ln0 0 0 0 0 0 N O 0 N U 0 (o 0 41 rn Cn Ln 0 0 O rn 0 0 Ln 0 0 (D rn Cn 0 0 C) t:q- ly b� co U1 (D Ln J o v 0 0 U1 457.5 0D 461.7 + 0 - 464.8 CO 468.0 0 0 - 471.5 474.1 Cn 0 476.4 476.79 �o- 478.3 0 477.74 479.5 478.70 �0- 480.5 0 479.66 481.6 480.61 +- 482.7 0 481.57 483.5 482.53 +- 484.1 0 483.62 484.6 484.86 N 4R5 R Ln i STR:155 STA. 11 +20.00 TOP=455.50 STR:157 INV. I N = 450.45 154 STA. 11+43.56INV. OUT= 450.35 156 INV. IN=450.00 156 Ln rn (n o 0) rn Ln 0 0 Ln o cn O C"i UrI 0 U n II I 00 0 �. D N II r- "q� (n • (n ONE N N A�'w = [ m 'n D O � II n`I+II O � NC,dO II 0 C4 o 0 00 - v a 0 U - 0 r II II D O N (Inn :;,o, = co co Nq Cn J O an ccan 0) 0) v O Cn O Cn O STR:155 STA. 11 +20.00 TOP=455.87 -i INV. IN=450.45 154 -,,,INV. OUT= 450.35 156 'RC IN,96O�`19 \ 9s sl 4" PLUG, \ 2" BLOWOFF v 0000 0000 Cn O Cn STA. 9+50.21 TOP=476.00 \ INV. IN=467.00 152 INV. IN=4701," 74 \ INV. OUT= 463.83 154 O O \ \ v �, <\ ter. \ 0 O Cn O CTI 0 Cn O -r YIN 6" X 4" REDUCER $ �2� 6" TEE 7 t� 6" G.V. STIR: 171 FIRE HYDR NT \ STA. 10+95.15 \ - - TOP=481.41 - \ INV. OUT= 474.39 172 � STIR: - \\-M-=481.41 10+95.15 - BVCS: 11 +15.00 - - m m INV. -ff� IN=473.54 150 - - BVCE: 482.14 - n X OUT= 473.44 152 \ to n - - - I r-O _0<�� - O 5 _. - - < m ,4 �\ 11.25' BEND ��\��o Cn NJ:5 M +- CIO -0 O PCWA�+<� - O Co CD to 00 0 o 486.24 �� ° 9iP \ \\ a I O Cn0�+ o' �ON� [n O cn 486.5 �' W o THICKET UN 487.77 \ / / PLACE N 487.9 11.25' BEND _ \ STR:153 0 489.45 STA. 9+80.61 z \ EVCS. 12+65.00 TOP=476.00 - 490.1 \ EV E- 490.53 INV. IN=467.00 152 491.26 S :149 INV. IN=470.14 174 TA. 12+84 BVCS: 12+90.00 INV. OUT= 463.83 154 W 492.2 11.25' BEND pO \ TOP=492.05 BVCE: 492.37 = +- 0 493.06 \ INV. IN 485.84 148 -� v = _ - 5 (� o \ \ INV. OU - 485.74 150 s�-o'U 493.1 y \ t�` r m n�rrnDm� - 494.47 ,L F I W < m D - oo�(,+c•• 0o�N w + 493.1 11.25' B ND 0 - 0 495.40 EVCS: 13+60.00 o• o o (� \ EVCE: 495.64 `J I 494.3 \ N 495.94 o P.I. THICKET RUN DRIVE STA: 14+13.98 \ � & THICKET RUN PLACE STA: 13+91.48 6" G.V. ° + 496.3 8" x 6" REDUCER M = BVCS: 14+00.00 O 496.44 8" CROSS BVCE: 496.44 r 0 I 8" G.V. m y \ mac'' 74 V'O\ v 499.8j z 497.05 _ TR:165 Cn fv O _ \ A. 14+ 45.10 +- 502.5 \ T IN 497.70 =490.70 164 - U1 497.88 0 8" x 6" TEE NV. UT= 490.60 166 41 41 504.3 6" G.V.\I m o o CP CD - FIRE HYDRANT 498.93 S :167 < <_ TA.14+46.39 <�� ' N N _ 505.8 P=497.70 D m No D a' O v' +- 0 500.21 �, 1 IN=490.20 166 - w:5 m + \ IN OUT= 490.10 168 0 ((A � 507.1 /�L \ 9 _ \ \ PO 41 o rn poo O 501.70 o �0 GyF Ln 509.0 \ \ STIR: +- 0 503.41 STA. 9+99. 5 \gyp THICKET RUN TOP=511.90 - 511.011_9.r%*END \ - INV. OUT= 504.37 176 505.35 PLACE \ V J \ STR:177 °' 512.8 E CS. 16+00. 0 STA. 10+40.01 O 0 507.50 TOP=511.87 VC 507.5 , \ ST :179 INV. IN=504.17 176 514.2 11.25' BEND STA. 10+61.89INV. OUT= 503.92 178 509.67 TOP=511.50 INV. IN=503.69 17 \ \ INV. OUT= 503.59 180 rn 515.0 \\ 07 511.36 \ _- 515.3 ' B 5ED I r � 512.53 C) S� I�'TTTT LJ I v 514.5 0 � 0 f 51318 o -I- W O 513.9 AIR RELEASE VALVE 1 513.31 8" TEE 8" G.V. - STA. 11 +74.96 - 11.25' BEND TOP=506.00 v 512.8 \ INV. IN=502.20 180 UPI 512.95 \ V. OUT= 502.10 182 v (O TR:183 512.3 512.51 TA. 11 +96.08 c OP=504.25 SAS NV. IN=502.00 182 512.1 512.12 z 0 0 Cn Cn Cn N Cn N 511.5 \ 0 (n o U' 0 Cn511.91 11.25' BEND 1P - V I -- v 00 00 (0 (0 0 0D 511.0 (n o (n o (n o 0 511.87 o i m m c� \n 510.7 I \ ` - IvI 512.03 O STR:171 \ �,,'� STA. 9+75.00 � 511.9 11.25' BEND \ o �? U! THIOKET RUN TOP=481.41 +- o v rn INV. OUT= 474.39 172 O 512.36 O 0 . N X N \ \o r- ACE z \ \ D Z STIR: ` I 513.7 (A � STA. 10+15.02 TOP=481.41 �I 512.87 \ - / INV. IN=474.19 172 \ 1 INV. IN=473.54 150 to 515.6 INV. OUT= 473.44 152 0 513.51 11.25' BEND \ Ln (Vn 0 ((n o ((n 0 517.5 \ � 514.15 \ 8" x 6" TEE 0 519.6 6" G.V. 47-0 514.79 FIRE HYDRANT 521.1 11.25' BEND 515.43 0 521.9 0 516.07 522.4 516.71 522.6 +- - 0 517.35 O 8" G. V. 8" x 6" TEE 522.5 517.99 - 8 G.V.T_ - - 0 522.3 0 I 518.63 n I(I II 0 522.4 v • -p cn N N (A O 0 0 (n 0 (A 01 519.27 n � � \ \ STIR: 137 ( J O N 0 522.4 519.91 \ STA. 9+75.00 \ TOP=516.69 522.7 520.55 \ INV. IN=510.53 136 V. OUT= 510.43 138- N 522.8 1 Ln 521 19 0 I! STR:135 O v (In I� N rn (r \ \ STA. 10+24.39 523.4 \ II II o (�„ �_ THICK TOP=5 9.45 RUN 521.83 \ ;a xo w INV. IN 511.62 134 0 9) Z Z PLACE \ - 511.53-136 0 r co \ +- 524.2 - 0 y (Dig TR.1 0 522.47 En N = STA. 1\0+70.78 -_ - TOP=5'I�.85 525.4 - INV. Oto 511.85 134 - 523.11 LI IN- 0 Cn U1 01 N) N w w CA 526.3 (n o 0 (n o (n +- b \b tQ t4z, oN 0 v o (Do p v N v o C+ v \, CID rr NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ova r � Z Z 7 `� o " - Z 0 3 S 2 N Cn �I Nm r ROAD AND DRAINAGE PROFILES d fv Crl Cn O 16+10.00 _: 508.41 EVCS: 17+40.00 W EVCE: 513.13 BVCS: T7f80.00 BVCE: 512.42 z_ (D;� .. (� (_n �<�z C �, F - z m M fM 0 - F _ - N rn� I I r0 00 - STR:1 7 -U � g � STA. 8+39.78 r < U) TOP=511.87 n m > INV. IN=504.7T7 % _ •P <.. r D INV. OUT= 503.92 178 0 a, + STIR: o0 0 -' + STA. 18+47.76 - o 0 j' TOP=511.90 0 w INV. OUT= 504.37 176 v N EVCS: T9-+30.00 EVCE: 512.99 O STA. 21+59.03 TOP=518.858.85 INV. OUT= 511.85 134 STIR: 135 STA. 21+8 .51 / TOP=519.4 INV. IN=511.62 134 INV. OUT= 511.52 136 N � rn � I I I \ O lip N \ O Townes SITE ENGINEERING ENGINEERING Lori Road, Suite 201 Chesterfield, Virginia 23832 ne:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com This drawing and the design shown is the property of Townes Site Engine Bring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering k k k Z o b O O �I y r n a' j N Con o Cn m D O +A z � to mzj O K 0 + m MO s 0 cn mm� z*-UD p a,;rrr �MDhi II � Oti�o CIO t7 O O Cn r m D II II Cn cn ✓ cn o1-� =A-P�rn En (A +-y O / N V L Lin Ln O to Cn Cn Cn O O O O Ln O +- v Ln 0 +- O O p II 0 C II c� moo -_ D �YN �eEnKtfl O -00�� D p CVi � ��W0 Cn ((Ao� J / = 04Cn� / M Z * - y �lXD0 / - +- r- Cf) M f+l 0 wpm OMF / �0 / m Cn 0 Ln 0 (A o 0 (D w Cn O Cr O cn, Ln 0 %Q o -.A� ��Co �Ln N Cn Cn Cn Cn 0 U1 N O Cn Cn N N O Ut N / rm z T;v / 0 Cn CII I � N D \q Cr En to �o rnD Tz 524.2 + 0 522.47 525.4 523.11 N 526.3 + 0 523.75 526.4 524.39 527.6 0 525.03 528.4 525.67 529.1 0 526.31 Cn Cn Cn CA CNn o Cn 529.8 526.95 S 103 + 530.2 /STA.9+97.51 O o 527.59 i TOP=524.04 0 INV. OUT= 517.04 104 i � 530.5 � 528.07 STR:105 J` + 530.7 11 STA. 10+50.00 0 528.25 TOP=522.47 O INV. IN=514.94 104 INV. OUT= 514.84 106 CA - 530.6 528.13 STIR:530.7107 +_ STA. 29+91.13 0 527.70 TOP=519.40 0 INV. IN=512.71 106 530.5 FNV. OUT= 512.61 108 526.96 (T Cn (n w O w rn 530.3 0 525.91 529.3 524.72 v 528.1 0 523.52 526.1 522.43 Cn Cn Cn 523.7 o w o 0 521.57 r n 521.0 V / 520.94 O N C:o 518.1 STIR: 71 0 520.52 STA. 10+22.02 THICKET RUN TOP=520.21 515.7 INV. OUT= 512.03 72 520.33 PLACE STR:73 I w 513.6 STA. 10+62.53 t+n 520.37 TOP 520.21 O INV. IN=511.61 72 INV. OUT= 511.51 74 - 513.6 520.63 \ I �0 514.1 STIR: 75 0 521.11 STA. 11 +19.09 TOP=519.40 INV. IN=510.94 74 - 518.1 INV. IN=512.41 108 521.82 u, INV. OUT- 510.69 76 U, U, U, o CNn o CwP o W 521 6 0 522.75 525.3 523.90 0 528.1 0 525.28 529.5 526.78 530.5 Cn 0 528.27 531.6 529.76 + 532.2 0 531.00 Cn Cn cn Cn No Cn wo � 532.6 531.75 I w + 533.4 I I O 0 532.25 534.1 STIR: 532.75 STA. 10+00.00 U' TOP=520.68 THICKET RUN N 534.6 �v INV. OUT= 513.29 50 0 2 PL 533.25 Z - STIR: 51 534.8 - STA. 10+42.55 533.62 TOP=519.94 INV. IN=513.08 50 I INV. OUT= 512.98 52 U 533.74 I o Ln L N O cn 0 0 to to Cn O to STR: 57 STA. 10+00.00 TOP=501.52 \ V. IN=496.65 56 INV IN=496.65 64 INV. QUT= 496.55 58 \ I \ 534.4 533.61 Cn Ut Ut N W CA ch O w W 533.6 0 533.22 532.8 532.58 CD N Ln N w CA 532.2 O Cn O + cn 531.69 0 531.4 530.54 w 530.2 + 0 529.14 528.9 527.62 527.6 + 0 526.09 526.1 524.56 Cn 524.7 0 523.04 ( / 523.2 O 521.51 cwn 521.7 519.98 0 520.0 518.46 (Un 518.4 0 516.93 UJ 1 516.5 515.40 w a� 513.9 0 513.88 511.1 508.3 0 O 506.3 w 503.6 + 0 0 N N W (00 \ \ \ \ O I = \ MM I �s I 1 \\ a 0 m \ n X WO \ \ �I \ 1 BVCS: 8"X6 E BV 6" G.V. - FIRE H RANT I I 11 I t _I I I _ AIR RELEASE VALVE En rn _ iWo r� v! 0; STIR: 55 STA. 13+51.38 TOP=513.88 THICKET RUNINV. IN=506.31 54 0 501.4 p N r wr� 3 PLACE INV. OUT= 506.21 56 II II II o 2 2 I STR: 53 + 499.2 U, . 0 00 I STA._ 3+91.38 0 _ i 0 '� TOP=513.93 0 v 0 Co ("J v N o O C+ v \ v \ oo \ \, \ tm Q) -0 71 6 2 z z z z z NORTH POINTS SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA Cn K CD �cw 0 (n M a7 O NCnMK m 2*-UD -T1XD� rC'n� �03 O r r C 0 Lnha 1 Cn o O Cn �7,\QN I 0 I \� N 8' G.V. 8TE N z 8" V \ mD \ I \ p II � D z � M D 0 cn r r II II > (n cD NOp Ln o4NN 8" X 6" TEE 6" G. V. FIRE HYDRANT 8" PLUG 2" BLOWOFF / 41, F �ZZ 7 `� 0 " - Z 0 3 S 2 N U n ,a -1I = Nm r ROAD AND DRAINAGE PROFILES r D In W U1 CA (JI O / I tVLr_: DLD.' SA / / AIR I STA. 28+35.19 STIR: 71 TOP=520.21 STA. 28+41.73 INV. I N = 511.61 72 TOP=520.10 INV. OUT= 511.51 74 INV. OUT= 512.03 72 P.I. THICKET RUN PLACE STA: 28+89.81 & CROSSCREEK DRIVE STA: 30+53.3C MEN rr O -U*� r <�� 0 rDmCn wNm" rD bo Cn 00< o`Orn0 LA cn PN)+ 0 O W wo N 0 - ST 29+4;5.,18 TO 522.47 INV. N=514.94 104 INV. UT514.84 106 STR:103 \ TA. 29+79.2 \ P=524.04 11 - Fi17 4 1n4 EVCS: 30+00.00 EVCE: 525.28 z z z Z \ \ - \ = FT-1 0 '- = �, Ln D �J BVC 0+75.00 < _ o FT-1 fT1 1 a VC 529.76 < C/) U) <CYI C \ I oMw+<W o 10�LA cs D CS: 31 25.00 o N D� EVCS: 1.75 O Ln oo ITI F- fT1 \ \ fC N \ .. F \ \ 0o m a \0 BVCS: 32+00.00 m B VCE: 533.25JJ 11. 5' BEND I ELE SE VALVE I = c� <__ r- <<-� Cn�ry�v, m N �< D w Mr- 6'. < V + o.iw C4 O nOL'N+ ov'0 V.C�D ma Ln w 11.25' BEND 8" X 6" TEE I 6" G. V. FIRE HYDRANT 11.25' BEND a / STIR: 49 / STA. 35+36.15 STIR: 51 _ TOP=520.6 / STA. 35+50.69 INV. OUT= 513.29 50 / TOP=519.94 / INV. IN=513.08 50 / INV. OUT= 512.98 52 I STIR: 55 STIR: 53 STA. 36+50.11 STA. 36+50.11 TOP=513.88 TOP=513.93 INV. IN=506.31 54 INV. IN=508.01 52 INV. OUT 506.21 56 INV. OUT= 507.91 54 Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com This drawing and the design shown is the property of Townes Site Engine Bring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering J J O C31 + 468.1 0 0 \ \ 472.4 \ \ IN \ + 476.9 \ \ 0 446.63 479.0 \ 448.27 \ (0 480.9 0 449.90 483.1 451.54 cO 486.0 0 453.18 488.1 454.81 0 489.6 12" x 8" 1EE 0 488.49 12" G.V. 0 8" G.V. 491.3 488.27 + 492.6 - 6" G.V." 0 487.77 FIRE HYDRANT C 493.8 487.68 mz + 493.6 0 488.42 0 _01 4 OD OD 0 LF! O _ 493.3 11.25' BEND 489.57 .PC, �� O' + \CP 492.7 0 490.72 o v s� 492.9 491.87 11.25' BEND + 494.1 0 493.02 495.5 494.17 N 497.1 Ln 0 495.32 0o Ois (D Ln 0 Ln Cn Ln498.7 C.0 Ln o Ln 0 cn o cn 496.29 Ln 0 / w 500.9 0 496.90 O / O 501.5 II 497.14 o in TR:1 ell STA. 9+97.33 o O II II 0)w TOP=497.98 w 501.6 0 o o THICKET RUN INV. OUT= 490.95 162` DF?1 E o 497.03 D �Y 0 z z STR:143 499.9 / STA. 10+37.33 496.73 - / TOP=497.98 / INV. IN=490.55 162 497.1 / INV. IN=490.33 142 +o / INV. OUT= 489.80 144 0 496.44 o � 494.7 con u, o u, Ln T 496.14 0 o CA 0 con o cn co 0 Ln Ln 0 0) 0 aw nAj. 0 OO�cno4CO m�000 tnmmK z � -0 D _T1 ;U >F OM � _r-A0o En rn> X m cm- c�Mr z N� o v! 00 � o 4 j o / o o to m O U>' k k k Ztzi co 2 2 2 0 0 o do o �N � V O O II r 1 0 V + I 493.8 0 495.96 495.2 496.01 0 0 �' C + 497.4 0 cn 0 cn o0 496.29 1 499.2 0 496.80 STR:159A STA. 9+75.02 cn 499.9 TOP=504.00 // V J INV. OUT= 500,b0 159B 0 497.43 v (a �„� / O 500.1 / T 498.05 / + 500.3 0 498.46 500.4 / n 498.45 / rn / STR:159 +Ln 499.8 STA. 10+90.15 0 498.22 -� ^? �o cn THICKET RUN TOP=503.37 INV. IN=496.30 159B 499.4 DRIVE INV. OUT= 496.20 160 497.99 z z STR:139 STA. 11+30 28 499.8 TOP=503.5 497.88 INV. IN=496.00 160 0 INV. IN=496.00 138 500.3 INV. OUT= 495.75 140 498.01 i 500.3 0 0 U' U' Ln 0 498.38 O (n o cn 498.7 498.99 0 497.5 0 499.84 496.6 500.93 00 496.2 0 502.26 I 495.4 503.83 496.3 O 0 505.65 500.2 507.70 +_ 504.2 Ln 0 509.99 508.5 512.52 O 513.4 0 515.09 517.0 516.77 0 519.4 Ln 0 517.47 522.2 517.98 524.2 0 0 526.0 527.8 cn I 0 528.9 0 v o 00 p v N v o C+ v v OD \, z y (00 0 0 N N (A O En 0 01 0 En \ \ BVCS: 10+50.00 ro g BVCE: 487.77 < < m STR:117 I < m CA�TA. 10+65.10 c� V m D ` TOP=487.53- < m D ocn" o< : INY. IN=480.63 208 o w 41 + INV. OUT= 480.53 118 0 � o rn EVCS: 11 +00.00 o EVCE: 488.42 0 I STA. 10+65.11 N U' 1TOP=487.61 \ INV. IN=480.09 118 �V. OUT= 479.34 120 mrn 1 0 os�\ 0 rn _n QU STR: 209 STA. 11+96.59 TOP=492.87 11.25' BENDI INV. OUT= 486.51 208 BVCS: 12+50.00 BVCE:495.32 11.25' BEND <\ r Nm� <�m(A C�.. mDm(A 11.25' BEND a<,w��r •• \ o o -" + .. 0 .do�w rv0�0 \ U' rn 11.25' BEND / EVCS: 13+50.00 _ EVCS: 497.03 STR�163 �_A. 13+64.05 OP=496.90' r^r=,1 INV. OUT= 91.65 164 iA DD / \q . cn 8" G.V. / n P 1. THICKET RUN DRIVE STA: 14+13.98 8" CROSS & THI%V�V UN4P12 %STA: 13+91.48 8" x 6" REDUCER / TR:169 BVCE: 496.14 6" G. V. TA. 14+68.90 r ro OP=496.00 -u I V. IN=489.61 68 < < \ I V. OUT= 488. 1 170 r cn 11.25' BEND N 8" x 6" TEE N r 6" Q.V. n II FIRE HYDRANT •60j ow � 11.25' BEND D 0 NORTH POINTS SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA v 1 cz� 11.25' BEND c> o co r� N N 11.25' BEND S 47 q�rDmcn �N)M.. r� < rn D STA. 14+72.75 0 ; � < \ TOP= 95.87 o rn CD + ' 0 "'cn \ INV. 1=487.31 170 c-n�+ L+_� �\ INV. I =486 146 can o INV. UT= 49C 56 148 00 0 EVCS: 15+25.00 r EVCE: 496.80 U% I BVCS: 15+75.00 0 _ �O= STIR. BVCE: 498.05 < < _ STA. 16+0 .33 < TOP= 498.4 < -m D m -MA INV. IN=48P.18 144 cn�<�ry _ O rn m INV. OUT= 489.08 146' o IQ -CDP' < + <- o .0000 41 . to EVCS: 16+25.00 03 o" + o EVCE: 498.45 • U, Cn Z I 0 / m _m C_ / 0 I Cd o STR:143 STIR: 1 1 i STA. 16+98.8 STA. 1 +98.89 I �I TOP=497.98 TOP=497.98 INV. IN=490.55 162 INV. OUT= 490.95 162 INV. IN=490.33 142 �INV. OUT= 489. 0 144 l loll 1 STR:141 / STA. 17+73.06 TOP=498.94 % INV. IN=491. 140 INV OUT= 1.78 142 11.25' BEND sc,` 11.25. BEND v1 `� I d c cn \ 0 M no - (A (A M K zgr-r D \ _T1 X � r-(Aoo cm_ C)rr 0 m ova r � �ZZ z cam, 0 0 3 S 2 N CWn N� 4, r ROAD AND DRAINAGE PROFILES:DJ d wring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering STR:139 STR:159 STA. 18+70.57 STA. 18+67.57 TOP=503.55 TOP=503.37 INV. IN=496.00 160 INV. IN=496.30 159E INV. IN=496.00 138 INV. UT= 496.20 1E INV. OUT= 495.75 140 \ Z 6" G.V. 8" x 6" TEE RUN DRIVE STA: 20+, T RUN PLACE STA: 21+ Ui U CW U O U zzz�� Cn Cn n Cf) D �;7 0 U) CA �<�zC C� D z 17 () 17- CPT F N rr O <*� <<�� < N�� .. r D m (n wNm.. r� 0P'<�mD oo� < O N � + 0 P,P_;� rn0VcO �0b,P0 wQ0 w LVUL: 511.51 2 BVCS: 19+90.00 _ BVCE: 514.11 < < _ STR:137 r N STA. 9+75.00 .... m D m � TOP=516.69 Ln P< N M . - INV. IN=510.53 136 o--+<N INV. OUT= 510.43 138 0 °' cn o 0 EVCS: 20+40.00 o � \ E CE: 517.27 0 J o � � I I Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com This drawing and the design shown is the property of Townes Site Engine 41 41 41 46 O J J OD Cn O Cn O O O O I I v u t o 4- °° o (n L4 �A n +- r O D O w 41 (n Cn v 000 DD CAD tD (n O (n O O `\ I 00 �oc0 U' cnr iOD w o °r m�t0)1- ND v mo ;I) °$ Z zmr-D D� �\ - r(nM0 - \ cm� (�mr �0 \ o m \ }- N \ cD o -P, 41 41 41 �I OD 00 CO (n O Cn O v W Cn O OODD CAD CEO O O - N N Cn O Cn O Cn O Cn O Cn STR:V STA.. 10+30.74 \ NV. IN=480.00 60 STR: 59 \ STA. 10+76.00 w TOP=496.10 I. � c (0 �C% Cn CROSSCREEK INV. IN=492.02 58 -0 0 cn A �,, �p _ INV. IN=487.02 70 PLACE c� ' (n r Z INV. IN=487.03 66 cmn � M K n �u,� �\ \� INV. OUT= 482.27 60 M -p 'p . N ��D0 c� � A �_ m� �\ r D r-�oo �N Z X m STR:65 C Go \ STA. 11+50.03 CO \ TOP=498.54 m \ INV. IN=489.35 65D N \ INV. OUT= 489.25 66 MCA 0. C) I STR: 65C STA. 12+42.47 TOP=503.00 INV. IN=497.7 7 65B *V. OUT= 49 7.67 65D `S zo QO 9'Q�62 \\ ys \ S \ STR: 65A STA. 13+46.08 \ TOP=514.00 `INV. OUT= 507.09 65B 41 Mco co O 0 N N Cn O Cn O Cn O Cn O Cn Cn Cn Cn O O (DD CAD O (n O O O CP +- V / J Cn O O _ 0 N STR: 69 o N rr STA. 10+00.00 �� o z CROSSCREEK TOP=495.51 PLACE INV. IN=487.33 68 X oq O >v INV. OUT= 487.23 70 rn 0 m= LJ J STR:67 o 0 STA. 10+40.00 TOP=495.51 OD N 41 INV. OUT= 487.57 68 rn 0 - (`Dn V Q0 (n (n (n O O O (n 0 Ln 0 Ln - i O O O Cn O UI N O STR: 5 0-) _ STA. 10+00.00 C�J \ \ TOP=501.52 \ INV. IN=496.65 56 \ INV. IN=496.65 64 \ INV. OUT= 496.55 58 (J1 STR: 63 J \ STA. 10+40.00 _ TOP=501.52 \ INV. OUT= 497.01 64 Lin (.AO CLn Ln O O O 01 0 to N O F- O 01 502.3 O U1 O C 11 CD ()I 0 497.98 A 500.7 495.97 8" PLUG 2" BLOWOFF + 498.7 0 495.68 0 495.7 496.18 + 492.4 �4 CROSSCREEK 0 1 496.71 v 8G.V. / ry DRIVE II 8" CROSS (n / 489.3 1 8" G.V. D 496.21 ;0 / / ►v + 486.4 I 0 N 0 0 495.71 N o / 71 CTI CTI CTI U U N N CA O Ui O CTI O 484.2 ,q o2 STR: 69 STR: 67 m 6495.53 ` STA. 10+68.98 STA. 10+69.17 � o I TOP=495.51 TOP=495.51 5 5 - \ INV. IN=487.33 68 INV. OUT= 487.57 68 < (n __11 + 487.7 INV. OUT= 487.23 70 m D m 0 496.01 \ STR: 59 0 � f < " ODD+ \ \ STA. 10+95.63 0 0 O - 492.2 \ TOP=496.31 v 0 497.14 \ INV. IN=492.02 58 cn 1 INV. IN=487.02 70 N v R' U) � 0 \ I IN=487.03 66 +- 497.6 -0 00 Cn ,1 INV. T= 482.27 60 EVCS: 11+50.00 _ 0 498.92 m K o \ EVCE: 498.92 501.9 m D v (n r cn •� STR: 63 501.03 TI X D IPODI II oD\ STR: 57 STA. 11+80.42 -I - �; (A TOP=501.52 r-(nm0 ;6v \ STA 11+8039 Cn CA O Cn CA O CTI CA CTI cyl<7\ �\ C D _ fTl F_ � fTl � �rn N I I N � 0 \ TOP=501. 2 INV. OUT= 497.01 64 = _ 0 +- 506.1 m m r \ - BVCS: 12+00.00 < 0 O 503.14 � r r 0 n 1N�V. IN=496. 64 _ BVCE: 503.14 <_ C X:E\ INV.�QUT= 496.55 58 r N < � m � - 509.2 505.11 (A N = � \ \\ �? N M .. M CnN<�rD _r orno+5, N I 511.3 11.25'BEND \ 0 Ch EVCS: 12+50.00 � o rn (+n o 0 506.81 \ EVCE: 506.81 w O 0 6, 512.4 , I 508.37 BVCS: 12+85.00 11.2513E D BVCE: 508.99 �+ 513.0 0 509.90 \ 514.1 511.26 m O 1 <<=m + 514.7 - <�m�m� (n O 512.46 C)? r D W �(,am.. mi U,(n<rD 0W G 515.2 00 (n ON0" 513.48 O �o�w Z Cn I ON0 y y y 515.7 O O b o 514.32 1 ` C C C 516.3 1 O O O 514.99 EVCS: 1 +35.00 EVCE: 515.21 0 0 517.2 \\ y ) 0 515.52 1 - " r 517.8 \ N 516.03 CP J 4�- 518.1 I 0 516.54 O 518.5 8" G.V. I �I 517.05 8" TEE �I I N I P.I. CROSSCREEK PLACE STA: 20+78.47 �I 518.9 N& THICKET RUN PLACE STA: 21+270.62 ~ 4- 0 517.05 c1 I C-4 N �J N 519.2 0 vl �j 519.3 I O O 519.3 V �` �-F- � 519.4 y V �\ C4 (0 V 1 O r �o �y N 0 v o 00 p v N v o C+ v v oo \, �-'d C)�� z y NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ova r �ZZ 7 w 0" Z O 3 S 2 N U1 ,0 Nm r ROAD AND DRAINAGE PROFILES d Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.com This drawing and the design shown is the property of Townes Site Engine wring the reproduction, copying, or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CQ 2014 Townes Site Engineering 530 STEEP ROCK DRIVE STORM 203-BMP1 STORM 203 - POND1 PROFILE MINIMUM CREST K VALE: 12 MINIMUM SAG K VALUE: 26 495 495 525 - MINIMUM SSD: 155 FT (0��o° T N N r c0 r 0) M 490 +o��11 0 490 0�ZZ0 HIGH PT STA: 23+40.02 - II _ _ o � 520 HIGH PT ELEV: 505.21 ~ o j j j PM STA: 22+90.02 N N z z z N PVI ELEV: 504.02 K:13.45 + M o LVC:100.00 w o - 00 Z) LOW PT STA: 19+19.56 N N 485 - X w Of d o. > 485 LOW PT ELEV: 480.91 o a; L) > P 00 Z PVI STA: 20+15.02 o 515 PVI ELEV:477.00 + - K: 27.53 N w N VC: 350.00 m 0 o No r' > > 480 480 w 00 + + 3. ' MIN 510 � - - Q o � Q W WA m m w o 12" MIN o � - 475 ao oN I 475 c? Z °' SAN. U - - ao m Sri SEWER - `- t 204 505 0 / / u) 0 II L=40.07 Z j ROUNDABOUT 1 / I 0 o+ cn II � S=0.50% � 0) -,t z O D=15" f GP CLASS III m N /� 470 K � o > / / 470 oZ (n U) F-- z / 500 U - - �� 5% COMPACTED FILL MUST BE PLACED BELOW STA: 15+98.62 STORM SEWER STRUCTURES HIGH PT �' HIG PT ELEV: 486.92 �° G�P� /' & PIPES IN FILL PVI STA:15+47.12 �^� O 465 465 PVI ELEV:488.47 K:23.74 i HIGH PT STA: 17+65.0 495 LVC:200.00 HIGH PT ELEV: 484.01 J� o N o / N PVI STA:17+90.02 m o0 0 / / 198 r N , / VI ELEV: 483.50 rn a, N / L=74.22 tm �m K:59.08 `n �C: 50.00 °''o rn o / 460 cq o 4 S=15.00% 460 r / co �,t D=18" RCP CLASS III U / U N E N 00 N'n N r cD / c0 / O o � '� ao cl) 490 vm Uw - U-i \ uic� NN`t� oi6,�� +o I / _ N rn�z w + +� o+oallo U ~ +C3 o rnm� Qo j rLd \ - O) -�ZsO 0) -ItZZD N ICI / Ul UI�Z / STA:17+1 .10.. > o d a- j'j Q I � o> ELEV:484. 7�m >\ U) ccn 9Z_ N �ozzz �' z I 455 / 455 FUT�IRE ROAD RADE m I -2.04; La 485 3.5' MIN 450 450 i 12" 480 ? a m \ \ / / NWSE N z 445 45.0 445 475 470 465 460 455 450 445 m r- 0 0? (R M O M co co 22�00 22+50 23+00 \�200 = L45.17 S=1.99% 111PRAP D=18" RCP CLASS III L=65'xW=16'xD=2' 440 W FILTER FABRIC 435 I- 1 9+50 10+00 11 +00 440 435 11+68 LEGEND FIN/SHED GRADE AT CIL - - - - - - - - - - - EXIST. GROUND AT CIL - - EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE0- HORIZONTAL: > " = 50' VERTICAL: I " = 5' O LO CQ rn oO V t�4 U z �v o Co O UG\2Op O W W0 0 W0 O 4-4 Co W OLO y� 00 r- C a U O U 0 U 0 0 a� 0 U a� D U) a) r) 3 c a) 0 0) ,;PLT H p/. ` - C O o U y � BRIAN C. M CHELL o Lic. No. 035724 0 07/31/2020 /A�FFSS/ONAL E0 a T c c 0 U c O 3 I-� ~ 0 c 0 C,] O co q 0 o� 0 O W U O 0 �wCL o� c REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER c c w a) in co a) c 3 0 0 a� a 0 a s DATE 04-27-2016 :5 SCALE c AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY c 0 PROD. # 20150290 3 0 ° SHEET # C-7H 495 490 485 480 475 470 465 460 455 450 445 440 435 430 425 I 9+50 SEE SHEET C-6 , FURTHER DETAILS i �RIPRAI / L=27'; W/ FIl i 10+00 COLLAR (TYP) 11 + 00 12+00 STORM 19-207 13+00 14+00 15+00 16+00 1 16+77 STORM 1 3— 209 480 475 470 460 455 450 445 =8 435 430 425 420 415 410 405 , , , , 9+50 10+00 11+00 12+00 13+00 14+00 , LEGEND FIN/SHED GRADE AT CIL — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 15+00 I 16+00 SCALE0- HORIZONTAL: > " = 50' VERTICAL: I " = 5' O O LO CQ n o0 O Z �� C\2 co UG\2Op O W — 0 Oro" • �--� U] 0 W 0 ' W oLO y� r- C a v' U O L) PLT H pF ` i 0 0) c U BRIAN C. M CHELL y � o Lic. No. 035724 -o a� 07/31/2020 /A�FFSS/ONAL L a T c a� c O U C 3 L � o s q 0 " O v� 1 q o w � w L c 0 O c a 0 O U �-I �1 O �wCL o�s REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER 0 WNER DATE s 04-27-2016 :5 SCALE � AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -86 DESIGNED BY BCM / JLS s CHECKED BY c 0 PROD. # 20150290 3 0 ° SHEET # C — 71 LEGEND FIN/SHED GRADE AT CIL - - - - - - - - EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: I " = 50' VER TICAL: > " = 5' STORM 163-149 515 - 515 495 STORM 83-87 495 470 DOUBLE CULVERTS 1 /1 A - 3/3A 47C 510 510 490 490 465 - 465 (00 00 10 00 0 00 00 � � � �, , NN Apr61' (00 �� DDT - 0 N r- 0) II 00 LO M Oi \ 0000 o0 � O I� 505 - L LO o rn 0 0 `n CO o0 0 c0 505 485 M of LO (0\ \ 0000 _ _ -0� �"� 485 460 o rn cD �d z Noon �o�� (0 0��+0000�� o0er ' Qa> j cOr� II +cD�I (ncD p� -E— o +� 0) �rn II r r�roao —,tz 600 'tzz0 cn z z o rn II 0 co -t z p rn 00 II — 0 00 �� r5 +rn� cD rn�0 �\ z0 II - p — I � F)ao0000 LO a� >> N N�zz +W ��zo of co <a— �o (n�zzz � ~oO>> v~i N0zz +rn ICI ICI ~ ��zz L II Q� �O> cnozz II --o ao� �� H I-0 500 U) � Z \ - z � < o Z z z - � 500 480 U) cn - 480 455 0 00 ao I 77= ~ 0. \ w \ �oa`no N�Z0 ofT T JL 3.5' MI \ II- mo» o 495 \ �? Z 495 475 I 475 450 8p \ wA 3.5' ITN 12" MIN 6"� W \ \ 82 490 164 12" MIN \ \ 490 470 84 470 445 L=47.35 37.2" 18" _ - 86 L=80.17 S=2.01 % _ - L=80.11 5=1.00% I D=15" RCP CLASS III S=0.80% p=24" RCP CLASS III SANITARY SEWER 166 SANITARY I D=30" RCP CLASS III L= 40.02 SEWER S=1.00% 170 148 485 D=15" CLASS III _ L=40.18 L=78• 8 485 465 465 440 JCP 168 S=1.99% _ 5=0.91 D_24» C RCP D=15" RCP CLASS III ASS III S=0.99% D=15" RCP CLASS III 480 480 460 i +00 1 460 435 9+I50 10+00 11 12+00 475 I , I , I , 475 430 9+50 10+00 11+00 12+00 12+56 STORM 131-BMP3 480 475 470 465 460 455 0 0 450 o o ± z, �>: (n cn z 445 - 440 435 N WSE ✓ 434.0 r J RIPRAP / 4 430 SWM/BMP3 / / / 425 - 420 1 J 0 00 11+00 0 0 00 O rn0 00 r� ro 00 C3 II +Lo II rnl 0 480 rn N c*4 cot Ln 475 -� 0ao rn`O oC-4 00 rn0r,0� N 475 N - qt z z z + r ruO06 M� +0 Q'Q»>> 0H� r N�zO co (~n�zz?z �o> 470 rn - II -0 V1 Inez <o» 470 co (nHzz 465 3.5' MIN 465 12"D.I. WA 12"M I N � i 460 132 460 L=66.82 S=0.49% =15" RCP CLASS III 455 — 455 450 450 445 445 440 440 435 435 430 430 425 - 425 420 9+I50 10+00 420 -72 STORM 9-11 475 470 Q 0 Lq o 0) 465 � N NL~ <o> cn co z 46C 455 r TARY / J :R / 45C r RIPRAP T - 445 n / 95% COMPACTED FILL MUST BE PLACED BELOW / STORM SEWER STRUCTURES & PIPES IN FILL 440 �G 12+00 435 43C 425 42C 13+003+15 425 420 415 CLASS 1 RIPRAP WUNItKSINK r/rt(5� A MINIMUM 10•x6• BOX CULVERT 410 OF SIX (6) INCHES BELOW PER VDOT REQUIREMENTS L=27'xW=60'xD=2' EXISTING STREAM BED EXCEPT WHERE CULVERTS ARE LOCATED ON BEDROCK OR ON SLOPES 59' OR GREATER THEY DO NOT REQUIRE TO BE COUNTERSUNK. 405 I I , l 9+50 10+00 11+00 12+00 13+00 Y W w of U co w - 46C �� 480 475 470 465 - 460 455 450 - SANITARY 9+I50 10+00 455 45C 445 44C 435 43C 425 42C 415 410 405 14+00 15+00 15+23 PEDESTRIAN CROSSING T N 0 M0 oSri u) Oil 8'x8' BOX CULVERT 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 11 +00 124 475 470 465 I 455 450 74 LO cq / n o0 O v -t�+ U Z C� �� m O U C\2 cc) O W W �.� zO • r•4 • r� '-' m W o4-t0 irQ c: U WLO � co rr-n C) a VJ L) ,PLT H 0�(. ` a� c 0� o U BRIAN C. M CHELL y � o Lic. No. 035724 -0 a� 071JI12020 /A�FFSS/ONAL ENG\�� 0 a 41 c a� u) c 0 U C O r v1 3 L � o s q 0 ") O q , �r r, ti 0 N o c 6-4 q 0 0 U 0 U o �w "1 s a� REVISIONS CDATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 071,3112020 PER 0 WNER a� c 0) c w a) in a� c 3 0 0 a� a 0 a DATE s 04-27-2016 +' T SCALE AS SHOWN o s �' PROJECT MANAGER BRIAN C. MITCHELL, P.E. co ID DESIGNED BY BCM / JLS CHECKED BY c 0 PROD. # 20150290 3 0 SHEET # � (---L C — 7J PLT H pF ` i 0 0) — U BRIAN C. M CHELL y o Lic. No. 035724 -o a� 07/31/2020 /A�FFSS/ONAL L a T c a� c O U C 3 w L C,] O co o w w cD L Qi L o .T o O o �1 O �wCL o�s REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER a s DATE 04-27-2016 :5 SCALE AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -86 DESIGNED BY BCM / JLS s CHECKED BY c 0 PROD. # 20150290 .3 0 L ° SHEET #Ul C-7K SANITARY 3 PR❑FILE 550 545 540 535 530 525 520 515 510 505 500 495 490 M. -H 475 9-f 525 520 515 510 540 535 530 525 520 515 510 505 500 495 9+ 20 SANITARY 1A PR❑FILE SANITARY 2 PR❑FILE N I r O cq N N � 6 1A i Ct� ��N cn cd I +N� •��0 0 LO 0 o i II ooro �HO� Lq NNE / 000 N N�ZZD IN, <o »> / � \ U) j PJ@�� I• LF- 3,0�X LEGEND SI"ALE- -F/N/SHED GRADE AT C/L-------- EXIST. GROUND AT C/L 505 HORIZONTAL: � " = 50' 9+I50 10+00 I 11+00 — — EXIST. GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L VERTICAL: I " - 5' ALL PVC SEWER MAINS SHALL BE SDR-26. 540 535 530 525 520 515 510 505 500 495 -35 N 0i O Ln �0 12+00 13+00 14+00 15+00 16+00 16+29 O O LLO CQ n o0 O z C� �� co UG\2Op O W m C� W 0 0W LO 0�� co 00 U O L) c 0 U O O a� 0 U a) 7 U) a� 3 c a) E 0 0) ,;PLT H OF L c i 0� o U y BRIAN C. M CHELL o Lic. No. 035724 -0 a� 07/31/2020 0 �pFFSS/ONAL a Ln c a� cn c 0 U C O 3 L w o co � wc,w a) L o T O y o o �wCL 01 V� s a� REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER 0 WNER a� c w a) V) co a) c 3 0 0 a� a 0 a DATE s 04-27-2016 :5 SCALE � AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. � DESIGNED BY BCM / as0 0 CHECKED BY c 0 PROD. # 20150290 3 ° SHEET # C-7L z R b 0 v o (Do p QY1 v N v o C+ vvoovr� rr oo�o Z NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA 11 r o r ASK US HOW Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.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. CQ 2014 Townes Site Engineering SANITARY 7 PR❑FILE 540 535 SANITARY 12 PR❑FILE 515 510 ---- 0 n 530 - Ln - - _ 505 0 0 m 0 (C)�----/ ,00 0 rn 1 00� z � 0 I.C) �� =0-- �� coo 0�0 \ Z r 525 - _ ------ Nozz rn 500 <o> \\ 0000 1 tea, �� cn�z \� I 1 M 0000 01 /�' Mt0[)p N 00�o�� 520 - - "iLr)0 - of �M 11 �90 �F. 495 � ��zz0 -- / 3`� �� 11 � �FnZC)cd +ri 11 II — M�nZ0 \gip» / = II Q0 ��zzz II VIZZ 1 dr H O m UHzz / 00 I 515 \ _ 490 77 Lq ±O 510 505 500 495 490 485 9+ SANITARY 8 PR❑FILE M 495 490 mi l 475 470 465 460 455 y (O 00 N 00 � � u 99 SANITARY 10 PR❑FILE LO 505 525 a O N 00 N O O In n I +�� Lno 500 520 �, ,� o �, co N 1 Q �� wcn o> �S z m fnHZ C60 PO L0 00 OD 00� C, Lo" I'7r �� Ks+�II� oo Lr) In 0c�l� _ �tnlN n rn II (Dn0 11 r 0zz N +0Ln Q 495 �� cn�-- u, �LOZ0 o �orio� \ O 0000r \\ NoZZ to —\\ I O 510 \ w 490 z I o NLOto 00 rl r N to 4 00 505 `OL �\rMN0)000� 485 Nd N o N II II ~ •�� —_ _V,4,tZZD • 8, >>> PVC N�Zzz 162,47 LF @ 0. 77 500 _ 480 1S�O0 �F @C ALL PVC SEWER MAINS SHALL BE SDR-26. '01: 475 495 490 470 485 9+50 10+00 11+00 12+00 13+00 13+46 69 SANITARY 11 PR❑FILE 0 It I I Lr) 485 475 470 1 —' ALL PVC SEWER MAINS SHALL BE SDR-26. 465 I I 460 I 1 9+75 10+00 11+00 11+27 II I I I I I I I I 9+75 10+00 11+00 12+00 13+00 14 00 LEGEND FIN/SHED GRADE AT C/L — — — — — — — — — EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L 505 1 500 1 L0 1 � L� MMr- 00 495 cVoP6PM't � 0 In r r N r 15�00 ' 16�00 490 1 485 1 480 1 475 1 470 1 I 16�49 SCALE. - HORIZONTAL: > " = 50' VERTICAL: 1 " = 5' LO CQ Gln o0 O v -t�+ U Z �v- � C\2 03 d� co O OC\2op O m cu y Z c.�.•' • r--1 r--1 � � W o�i� (2)0 d� W o�� 00 ct co a V O C .L a� a� C C w 3 O O N O c 0 U O O 0) 0) O U 0) 7 0) 3 a) E 0, cm PLT H pF ` 4-- 0 o U y � BRIAN C. M CHELL o Lic. No. 035724 -0 a� 07/31/2020 0 /A�FFSS/ONAL a 41 C a� C O U C 3 L ti w s O � 6-4� w 0 w w D 0 C� I� L o cm .T O � O �! U y O �w o) `/ "1 s a, REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 0713112020 PER O WNER a DATE s 04-27-2016 +' SCALE T AS SHOWN 0 s u) PROJECT MANAGER BRIAN C. MITCHELL, P.E. co ID DESIGNED BY BCM / JLS CHECKED BY 0 c 0 PROD. # 20150290 .0 0 L SHEET # ° C-7N n� ly o 1'k z R b 0 v o (Do p QY1 v N v o C+ vvoovr� rr oo�o Z NORTH POINTE SUBDIVISION SECTION I - ROAD PLANS RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA 11 r o r ASK US HOW Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 ine:(804) 748-9011 Fax: (804) 748-2590 Company Website: www.cetownes.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. CQ 2014 Townes Site Engineering SANITARY 13 PR❑FILE M SANITARY 5 PR❑FILE 490 495 Q 0 485 0 - - 490 I Z O 0 U W 480 N r r Z (O 0 N — - 485 00 0�9 C506Z6 II N I N� I I p� 0 cNo M � SANITARY 4 PR❑FILE II zD `°�Z-p "o� +��II N �HO�Z� N ��ZO N 540 475 m `"~z-Z I = ° -p - N - 480 �Qo» FO 40 N Nip N O 535 - - 470 ,- ' - II � � 0 > 475 m tNHZ 530 - 465 1470 480 475 470 465 460 455 SANITARY 14 PR❑FILE 480 475 460 455 / 525 J / 460 \ I \ - 44 465 \ 450 \ / / 450 / \ / 8' PVC / i \ 95% COMPACTED FILL MUST \ 171.90 LF \ BE PLACED BELOW L @ 1,027 / STRUCTURES & PIPES IN FILL \ 520 / 455 - 460 \ - / 445 � 445 10' D.I. / \ � 10' D.I. \ 165,82 LF @ 0,30% \ 515 - — 450 \ 455 440 \ / 440 ALL PVC SEWER MAINS SHALL BE SDR-26. I 510 445 \\ 450 - 435 435 // ' 10 \ 505 - ALL PVC SEWER 440 MAINS SHALL BE SDR-26. I / It - 445 - - 430 430 500 I9+50 10+00 11+00 11+83 9+I50 10+00 11+00 12+00 11 440 i i i i i 425 I I i I I i 425 12+95 0+I00 1+I00 2+00 3+00 4+00 4+I78 9+75 10+00 11 +00 1 LEGEND FIN/SHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 9 " = 5' O O LO CQ r n o0 0 Z C� o CC) co O UG\2Op O W W 0 x Z� O •'••1 W 0 0W 0�� LO 00 C a Q) rrO, V c .L a) a) C 0) c w V) c 3 O 0 N O c 0 U O O a) O U a) 7 a) 3 c a) 0 0) ,;PLT H OF ` 4-- 0 0 U y � BRIAN C. M CHELL o Lic. No. 035724 0 07/31/2020 0 /A�FFSS/ONAL a 41 c a� c 7n U C F � i 3 L ti :3 Coe) -c:::� s O o co w w r � �w � o .T O ti o E O o �w s ° CL REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER DATE s 04-27-2016 +' SCALE � AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS 0 CHECKED BY c 0 PROD. # 20150290 3 SHEET # ° C-7P 510 505 500 495 490 485 480 475 470 465 I I , 9+75 10+00 495 490 485 480 475 470 465 460 455 9-f 12+ LOS CLIFFSTONE BLVD & THICKET RUN DRIVE PROFILE 14� 00 15�00 LOS CLIFFSTONE BLVD & OFFICE ENTRANCE PROFILE 16�00 17+ 00 510 505 500 495 490 OF 485 480 475 470 I 465 18$L5 '•95 Z5 -80 F •75 70 -65 •55 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) NORTHERN ENTRANCE PROFILE 500 500 495 490 485 480 475 470 465 9+ 495 490 485 480 475 470 465 15 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) SOUTHERN ENTRANCE PROFILE 495 495 490 485 480 475 470 465 460 91 LEGEND FIN/SHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 490 485 480 475 470 460 15 SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 9 " = 5' PLT H pF ` a� 0) 4-- 0 o U BRIAN C. M CHELL y � o Lic. No. 035724 -0 a� 07/31/2020 /A�FFSS/ONAL 0 a Ln c a� cn c 0 U C o 3 L L V N 3 c cl) � w o q � o o lrn Qi o OC OL �I a 0 oU �I (� o �w c a� REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER 0 WNER DATE s 04-27-2016 :5 ca SCALE � AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS :):� CHECKED BY c 0 PROD. # 20150290 3 0 SHEET # ° C - 7Q cn 505 500 495 490 485 480 475 470 465 460 I , 9+75 10+00 11+00 540 535 530 525 520 515 510 LOS CLIFFSTONE BLVD 8c APARTMENTS (WEST) PROFILE 12+00 13+00 14+00 15+00 16+00 17+00 LOS THICKET RUN DRIVE THICKET RUN PLACE (END OF CVD) PROFILE 505 9+I75 10+00 11+00 12+00 13+00 14+00 540 535 530 525 520 515 OF 510 505 15+00 15+86 505 515 500 510 495 505 490 500 485 495 480 490 OF 475 485 470 480 9+ 465 515 I 460 18$L5 510 505 500 495 490 485 480 9+I75 10+00 LOS THICKET RUN PLACE & THICKET RUN DRIVE (WEST) PROFILE LOS THICKET RUN PLACE & THICKET RUN DRIVE (EAST) PROFILE elm 510 1 505 1 500 1 495 1 490 1 485 1 480 09 515 1 505 500 OF 495 490 1 485 1 , I 480 11+00 12+00 13+00 14+00 15+00 15+85 LEGEND FIN/SHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 9 " = 5' O O LO CQ Glo CC)0 t�+ U Z �� C\2 CC) U co C\2 00 0 ;. m W 0 ' W o�,� LO o�� 0 a, a� o �L) PLT H pF ` a� 0) 4-- 0 o U BRIAN C. M CHELL y o Lic. No. 035724 -0 a� 07/31/2020 /A�FFSS/ONAL 0 a Ln c a� cn c 0 U c o 3 L Ci ^I 3 c r_ O o q � o o lrn a� 0 O OL � C � �I a 0 o N, ` U O �1 O �w c a� ell REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 07/3112020 PER 0 WNER DATE s 04-27-2016 :5 ca SCALE c AS SHOWN 0 s PROJECT MANAGER BRIAN C. MITCHELL, P.E. m DESIGNED BY BCM / JLS CHECKED BY c 0 PROD. # 20150290 3 0 SHEET # ° C-7R t 550 545 540 535 530 525 520 515 510 9+75 10+00 530 525 520 510 505 500 495 490 485 480 9+ LOS CROSSCREEK DRIVE & THICKET RUN PLACE PROFILE 9 2+00 13 100 14+00 LOS CROSSCREEK PLACE & CROSSCREEK DRIVE PROFILE 15+00 550 OF 530 15 110 530 525 520 OF 515 510 505 500 495 490 485 480 85 LOS CROSSCREEK PLACE & THICKET RUN PLACE PROFILE 545 540 535 530 525 515 510 9+ 545 35 130 25 120 mw LEGEND FIN/SHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: I " = 50' VERTICAL: 1 " = 5' PLT H OF L i a� 01 c O� o U BRIAN C. M CHELL y � o Lic. No. 035724 0 07/31/2020 �pFFSS/ONAL 0 a Ln 41 c a� cn c 0 U C O 3 L Ci ^I 3 c s` r_ O q � 0 lrn � Qi o O O � c � ` , N U 2 �1 U �w o�s a� REVISIONS DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER 0 WNER DATE 0 04-27-2016 :5 SCALE AS SHOWN o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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PLT H OF N v+ - ` o c v BRIAN C. M CHELL v Lic. No. 035724 07IJ1/2020 �p�FSS/ONAL n EN o a T c N v c 0 U 3 t` :3 0 o � V 3 � � c v •v v1 0 v 3 o LO Qy o, '�I o O 0 c 0- O�r1 N v, REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0713112020 PER OWNER DATE 04-27-2016 SCALE c 1 "=100' 0 PROJECT MANAGER BRIAN C. MITCHELL, �P.E.)rn v DESIGNED BY BCM / JLS -o CHECKED BY c v c PROD.# 20150290 .3 v SHEET # C - 8 s JB-1 B -"*1 NOTES: OPENING IN TOP SLAB OF TWO BARS K TO BE USED IN EACH CORNER 1. ALL REINFORCING STEEL TO BE #6 BARS WITH A MINIMUM 1%" CHAMBER TO BE CIRCULAR WITH CIRCULAR OPENING IN TOP. CONCRETE COVER. WHEN USED WITH TYPE A 1 BAR F E.F.-E.S. OWER OR C TS 2. ANY REINFORCING BARS INCONFLI T WITH PIPE SHELLS ARE TO BE CUT A MINIMUM OF 1%" FROM PIPE. 3. FOR DETAILS METHOD OF TURNING ANGLES AND APPROXIMATE GALVANIZED S5X10 TO BE PLACED UNDER QUANTITIES SEE SHEET 2 OF 4. _00 TOP SLAB AND EXTENDED INTO SIDE WALLS TO WITHIN 2 OF OUTSIDE FACE. 4.PRECAST CHAMBERS OF THE BOLT TOGETHER TYPE MAY BE SUBSTITUTED WHEN APPROVED ON AN INDIVIDUAL BASIS. A A 5. ALL CONCRETE TO BE CLASS A3 IF CAST INPLACE, 400D PSI IF PRECAST. W S. THIS ITEM MAY BE PRECAST OR CAST N PLACE. m BARS A a 8" C-C N.F. 7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE ELECTED. m / BARS G Q e" C-C F.F. 8-WHEN SPECIFIED ON PLANS INVERT IS TO BE SHAPED IN m I�MEASURED BARS J a 6" C-C E.F. INCIDENTAL TO THE HIAPINGG ARE1 NOT TO BE OR - PAD SEPARATELY BUT THE COST OF SAME IS TO BE INCLUDED m N THE PRICE BID PER CUBIC YARD OF JUNCTION BOX CONCRETE "W" DENOTES BOTH THE INTERNAL VAR. 1 OPENING IN TOP SLAB OF CHAMBER TO BE B CHAMBER WIDTH ALONG THE NARROW AXIS AND THE DIMENSION OF THE OPENING N THE TOP SLAB OF CHAMBER - n ! CIA SQUARE WHEN USED WITH TYPE B TOWERS iv � BARS F PLAN VIEW d Q. TYPB, AND (TOP SLAB REINFORCEMENT) BARS A a TOWER. *INCREASE INDICATED DIMENSION BY T OSEEF 4 SHT ' FOR USE WITH 72" PPE. FOR DETAILS. •- I I THE LENGTH OF ALL BARS AND THE NUMBER REQUIRED WILL VARY WITH SIZE OF CHMBER . 8" •• 6" FOR APPROXIfAATETHE ND WEIGHT SEE SHEET 2 A4 OF THIS _ 12" DOWELS BARS A STANDARD. BARS SEES NOTE 7 BARS J BARS B, C. E, C. H, *0 J ARE STRAIGHT. 6" C- BARS A m W BARS B dBARS + IOU FOR DETAILS OF ci F4 - STEPS SEE 0 1 - i= + m STANDARD ST-1 2cc go o 1 o W a Y W I o BARS B y m o I d .. a' • • a...m Ae4 NOTE A,e BARS D 6 12" C-C OPTIONAL KEYED BARS C 0 12" C-C BARS D BARS C CONSTRUCTION JOINT SECTION A -A SECTION B-B VDOT JUNCTION BOX CHAMBER DETAILS FOR 4811 - 7211 SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 4 1 REVISION DATE PIPE CULVERTS MAX. DEPTH (H) - 20' 105 233 106.10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SL-1 A L T(M5 BARS 0 8" C-C TYP. .:. I I I I I I � I I I 30" DIAMETER '� I • •,• I I t: ••• TTT I I I I I I � I I T7-I :: �. •, I I •:�: I I �: SECTION A -A I l STRUCTURE SIZE AND WALL THICKNESS VARIES NOTES: 1. THE STANDARD SAFETY SLAB (SL-0 IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES AN0 DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPACIRG OF ADJACENT SAFETY SLABS SHALL BE B' TO 12' WITH NO SAFETY SLAB LOCAITED WITHIN B FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 14000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TT - I TT TT- PLAN ''I 1--CLASS A3 CONCRETE SECTION B-B SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS TYP. 1115 BARS 0 e" C-C TYP. TYPICAL PRECAST UNIT ROAD AND �I�SrTANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, ��a R ANCE SHEET 1 OF 1 1 IEVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION TO BE USED FOR ALL STORM SEWER PIPES ASSOCZ1 TED WITH THIS PROJECT NO PROJECTION OF PIPE ABOVE GROUND LINE rOF Lv PILL PUP IN "' LL - i# a O - CR0,.1D LI(E ' .�- - r G!l 7c "c Z - - z - -jr +RHINO LINE - - - r • r21 ' .✓� EARTH rt,. r9m aq !` EARTH 0 ni (,NYFLDFN9 ay SOOL f' 13N, 3 .. BE9119r1wO _ We5TM"k t Wd• MrIN�.1/10 -1 bt X 0 �S BFDDFIAf V O a 1( Q I( I I M8AT ERA4L MATi711A1I a K 1 1 � " F E•0 1. OF b a% WiUl54` FOUNDATION SOFT, YIELDM, OR NORMAL EARTH FOUNDATION ROCK FOUNIDA7bON OTHERWISE UNSLNTA',BLE MATERyAL PPE PROJECTION ABOVE GIRO JND LINE AM '1.5 x -. LOL 1.5 is D WL 1.5 w D mm. 1.5 K D m, A5 a 0 MN. TOP FFL rap OF FLL TOP CIF FILL � � .,�r r�r� ' - -��.�� ;�r��•'r°�rr ��,ef�v� - �rrrw�r'r�^�r ,�r.��•.�..�,rh-r _ = �'irrr�r ��1�.•�..-+ - - >f r ri•'e"rYr� - rilA1 �`�� ' - � � y r� lv if LGIMf. LF kUA +4 D (M X 0 X T '�°' OFPM X a x 5OK M01. 1/1] 0 -. EAMFT•N - MAX.AL FoUNDATioN sorT. YIEL1DM. OR NORMAL EARTH FCVNDA71ON ROCK FOUNCiATK)N OTHERWr>E (RM17ABLE MA4TERI[OL REOUNIII. NaktERrAL IN A=NMAMM IMTH NOTES SIECT10R�1 3G2 W TIA WGV AMBR(M 5 ATE FOR PLASM PPE, Trf LIMITS OF iF& L'L,�s'l I. BAL'�KFE1 N:�TER►AL S'W1 BE "An L NFL M1iTEI;Ai. 10M r+4L ANCE ERfEKOM TO �- ABOVE THE TOP OF tW PIPE. WRTH 1ECTK)N W7 or 1~a RDAD AND BFMXN SPEG#lVA1rIGMlk_ FOR CENERAL NOTES ON PIPE BEDOORG SEE NSTALL15TKA OF PPE CULVERTS MO ;4Rft SE1tE E 'WAS 6 r tlI T V? .OD.. RIfCL -1 R TLL WA EFJA4L N ACCORDA)CE ,� 1NTH �CTK7f1 W OF TM RDAQ 'AND CRtMED 4XAS5 LION�D(f TO TFF 5W RECANTS FOR C R RUN SpE T AOCIRESATE 25 AND AB WAY BE USED N FI_A# OF CLASS 2 BA WLL. SIT 1v INSTALL. OF PIKE CULVERTS ND STORM SEWERS IM,CI ,, A CIRC. PIPE BEDDING AND BACKFILL-MEETH0D 'M (' S(12 T K DATE OF -N REW&M V146NA MPAt"TeEW OF IP ;FOMrrAlIdN ,303 10Y.DI 101 SO 600 LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLES JB-1 1.1-�- -I 1515' 15° 300 450 VF 750 r 3 .1 QUANTITIES FOR CHAMBER PPE SIZEANGLE OF TURN 0• 1• - 30• 1 31• - 60• 61• - 90• DIM. ICU. YDSJLBS. RENFI DIM. ICU. YDS.ILBS. REINFJ DIM. ICU. YDS.ILBS. REINFJ DIM. ICU. YDS.ILI 1466 1 5'-7" I 5.26 1 1558 16'-3"1 5.10 1 1617 NOTES: WHERE PIPES ENTER THE CHAMBER ON A SKEW, PIPE WALLS ARE TO BE EXTENDED, IF REQURED, INTO THE CHAMBER A SUFFICIENT DISTANCE TO MAINTAIN A MINIMUM UNCUT LENGTH OF 2'IN A 8' PPE SECTION. S. RENF * QUANTITIES SHOWN ARE FOR CHAMBER WITHOUT PIPES, PIPE DISPLACEMENT OF CONCRETE AND STEEL MUST BE ;TEEL DEDUCTED TO OBTAIN TRUE QUANTITIES. 1602 SEE SHEET 4 OF 4. 1796 CHAMBER AND TOWER QUANTITIES FOR CONCRETE AND 2084 REINFORCING STEEL MUST BE ADDED TO OBTAIN TOTALS. 48" 4'40" 4.06 1149 1 5'-D" 4.15 1 1173 5--7--j 4.46 1 1274 W-110"I 5.12 1440 54" 5'-5" 4.61 1308 5'-7" 4.70 1373 6'-3" 5.07 1452 7-6" 5.85 1519 60" 6'-0" 5.19 1457 6'-3" 5.33 1531 W-11" 5.71 1651 8'-6" 6.53 1925 66" 6'-7" 5.79 1815 W-10" 5.94 1934 7'-7" 8.40 2058 9'-4" 7.45 2359 72" 7'-2" 7.00 2020 7'-5" 7.17 2086 8'-3" 7.73 2264 10'-2' 9.03 2505 48" 4'-10" 3.53 1030 5-0" 3.61 1052 5'-7" 3.88 1133 6-10" 4.47 1294 54" 5"-5" 4.02 1177 15--71 4.10 1236 W-3" 4.43 1305 7'-6" 5.14 1 1454 60" 8"-0"" 4.54 037 16--3--1 4.67 1 1381 .6'-11"1 5.02 1484 8'-8'° 5.85 1710 66" 6"_7"" 5.09 1592 16--10--1 5.22 1 1674 171-7111 5.64 1 1789 Ig--4--I 5.59 1 2052 72" "_ ", 6.19 1 1835 17--5--1 6.34 1 1885 1 W-3"I 6.86 1 2050 1 10'-2**l 8.05 1 2355 IFICATION ERENCE REN JUNCTION BOX DETAILS FOR ANGULAR CONNECTIONS OF 48" - 72" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 105 233 302 INITIAL BACK FILL SEE SECTION 5201.03 VDDT SPECIFICATION PROPOSED 4ATEfL PIPE CLASS A3 CONCRETE CRADLE PIPE -O.D IQ" 1 24" ICI 24" 1 10" r � CLASS A3 CONCRETE CRADLE D.D./4- O.D./4 (311M IN) REBAR ..W., STRUCT. STEEL 2'-0" 30 Lbs. 3'-O" 40 Lbs. 4'-0" 50 Lbs. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 4 106.11 PROPOSED i PIPE REIN SECTION CONCRETE CRADLE DETAIL NOT Tip SCALE 2' MIN STORM SEWER '19-1 DETAILS OF TOWERS TYPE A TYPE B TYPE C TO BE USED WHEN VERTICAL DISTANCE BETWEEN GRADE AND TO BE USED WHEN VERTICAL DISTANCE BETWEEN GRADE TO BE USED WHEN DISTANCE BETWEEN GRADE AND INVERT OF PIPE IS PPE DIAMETER PLUS 5'-4" OR GREATER AND INVERT OF PIPE IS PIPE DIAMETER PLUS 3'-2" TO INVERT OF PPE IS PIPE DIAMETER PLUS 2'-4" TO (SEE NOTE 3). 5'-4" (SEE NOTE 3). 3'-2" (SEE NOTE 3). STANDARDMH-I MH-1 FRA E STANDll FRAME & CID RD STANDARD MH-1 FRAME d COVER OD o 2'-0" 0 p= 3.-0..a > m u u ' mp e 2" _ > 2'-0" TOP SLAB OF CHA1B OF TOP SLAB OF CHAMBER CHASER SECTION AAI A SECTION A -A ,W 7„ 4'-0"� qTBARS WALL THICKNESS TO BE 6" TO A DEPTH OF 10' AND 8" OVER 10'. BARS T 1 O,D 4 REQ'D. in A _7 A SECTION A -A N _ • 8 BARS T : \ / PLAN A \ A 1 'L a -- 01�- 3 o j 6 BARS 5 �' ao PLAN PLAN NOTES: QUANTITIES FOR TOWER I. PRECAST UNITS IN ACCORDANCE WITH STANDARD MH-2 MAY BE SUBSTITUTED FOR TYPE A TOWER SHOWN. F SUBSTITUTED, TYPE A TYPE B TYPE C PAYMENT WILL BE MADE AT THE CONTRACT UNIT PRICE, FOR CONCRETE 0.843 C.Y. 0.325 C.Y. CONCRETE AND STEEL BASED ON THE THEORETICAL QUANTITIES THAT WOULD HAVE BEEN REQUIRED TO BUILD THE TYPE A TOWER. INCREMENT 0.262 TO 10' DEPTH 0.259 0.145 2. SEE STANDARD SL-1 FOR APPLICABILITY OF SAFETY SLABS. PER FOOT 0,352 OVER 10' REINFORCING 62 LBS. 3. INCREASE INDICATED DIMENSION BY ONE FOOT FOR USE WITH STEEL 72" DIAMETER PIPE. 4. CHAMBER AND TOWER QUANTITIES FOR CONCRETE AND REINFORCING **QUANTITIES SHOWN ARE FOR MINIMUM( TOWERS OF EACH STEEL MUST BE ADDED TO OBTAIN TOTALS. TYPE. FOR TOWERS ABOVE MINIMUM HEIGHT INCREMENTS SHOWN PER FOOT MUST BE ADDED. �� JUNCTION BOX TOWER DETAILS FOR 4811 - 7211 TION � aRA ROAD AND BRIDGE STANDARDS PIPE CULVERTS MAXIMUM DEPTH (H) - 20' �3 SHEET 3 OF 4 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 108•t2 1 JB-1 DISPLACEMENT QUANTITIES FOR PIPE OPENINGS (TO BE USED WITH ST'D JB-IJUNCTION BOX) PIPE SIZE PPE CLASS CONCRETE REINF. STEEL 0• 15. 45' Cu. Yards Cu. Yards Cu. Yards Cu. Yards Lbs. 12" IN. IV, V .035 .036 .040 .050 17.67 12" CM O19 .020 .022 .027 11.06 15" 11, IV, V .050 .052 .058 .071 24.88 15" CIA .030 .031 .034 .042 15.93 18" IN. IV, V .069 .072 .080 .099 33.23 18" CM .043 .044 .049 .051 21.68 24" IN. IV, V .118 .122 .137 .168 53.53 24" CM .076 .078 .087 .WS 35.83 30" IN. IV, V .179 .186 .208 .256 78.64 30" CM .11111 .122 .137 .168 53.53 36" IN. IV. V .254 .263 .294 .362 108.76 36" CM .170 .176 .197 .242 74.76 42" IN. IV, V .341 .353 .395 .486 143.33 42" CM .231 .240 .268 .330 99.53 48" IN. IV. V .441 .457 .511 .622 182.90 48" CM .302 .313 .350 .431 127.85 54" 0, IV .554 .574 .642 .789 227.29 54" V .580 .600 .672 .826 237.42 54" CM .382 .396 .443 .545 159.70 80" 0, IV .679 .704 .787 .965 275.49 60" V .708 .734 .821 1.009 287.65 60" CM 472 .481 .551 .673 195.09 86" 0. IV 818 .847 .948 1.166 330,50 66" V .849 .880 .985 1.211 342.70 66" CM .571 .591 .662 .814 234.02 72" 0. IV 1 .959 1.004 1.123 1 1.392 389.34 72" V 1.003 1.040 1 1.153 1.431 402.58 72" CM .679 .704 .787 .969 278.49 SPECIFICATION RE ER LANCE JUNCTION BOX DISPLACEMENT QUANTITIES FOR 48" - 72" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION �VDGE S ROAD AND BRIDGE STANDARDS 105 233 302 REVISION DATE SHEET 4 OF 4 108•1 LO Cq I r n U-4 0 .--1 C Z �1 oco no � 0 W I "� W C/).-I W0 4-4 Co 0 W o�� r- L) 0 a �- PLTH 0'c L c p T C v U BRIAN C. M CHELL y � o Lic. No. 035724 -v N 07IJ112020 �OFFSS/ONAL ENG\�� 0 +Z N c a) O U c O %^ 3 C) a-+ 41 O V s _c 3 q � E 01 1�l j � I•� o �I 0 qU) :3 w q O O c [� "`I o 0 O Irk` v l N c O U �wcl REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 071,3112020 PER OWNER Cu c c Lil a� V) rn aA 3 0 I- 0 N CL 0 a DATE N 04-27-2016 +' co CSCALE NO 3 0 s PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn DESIGNED BY BCM / JLS CHECKED BY C v c' PROD. # 20150290 3 0 L ° SHEET # C C - 9co UD-4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP 1'-011 AT TOP) PAVED SHOULDER PAVEMENT MATERIAL .. S . SUBGRADE OUTLET PPE SEE NOTE 1 I I •ems Ar_r_xr_ArA- 2'-0" '-0" AGGREGATE OR CRUSHED GLASS MEETING #8 VARIABLE GRADATION REQUIREMENT. LEDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION UP TO ELBOW. PPE IS PERFORATED NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION - 45• WYE CONNECTION - 1'-O.. MAX. OUTLET PIPE NO SCALE UNDERORAIN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTLE DRAINAGE FABRIC (OVERLAP 1'-011 AT TOP) PAVEMENT UVSTABILF/ED a• 1§a U. �. SUBGRADE • OUTLET PIPE SEE NOTE 1 #57 AGGREGATE, #8 " PIPE AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45• ELBOW UP TO ELBOW PIPE IS PEW&ATED OICIT ROAD AND� STANDARDS STANDARD PAVEMENT EDGEDRAIN SPECIFICATION 240 SHEET 1 OF 2 REVISION DATE 258 108.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 UD-2 CG-4 NOTES: T. THIS ITEM ANY BE PRECAST OR CAST IN PLACE. 2„ CONCRETE Td_ �E CLASS Al E° CAST IN PLACE. 40M PSI f CAST. 3. COMBINATION CURB H, GUTTER HAV64 A RADIUS. OF 30D FAT OR LESS UkOMG FACE OF CARD: SHALL BE PAP FOR AS RADIAL COMBINATION CURBr GUTT R. 4. FOR USE Wirth STABILIZED DPEN-GRADED DRAINAGE LAYER.TH# VTrOM OF THE CURB M GUTTER eftK rO TWdTEO PARALLEL TO T14E SLOPE D� SLOBASE C9N..RSES AND TO THE DEPTH OF THE PAVEMENT. 9, --8OODPOR THE �+sASO N R►WrCLASSIFICATIONATION AND 'DESIST) SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. A m� THT D } I} `A A F h t b A 0 9 ' 0 - - - - - - - - - - - TIOTMCT�0CN'I41w ORACTOR COMBINATION 6" CURB AND GUTTER His 5Gs VIRGINIA DEPARTMENT OF TRANSPiORTATDN PIPE GEOTEXTLE DRAINAGE FABRIC (OVERLAP T-0" AT SEAMS) WIDTH - W - T-O" ABLE SLOPE THE BOTTOM OF THE CURB LAD GUTTER MAT BE CO4TRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A UNARM) DEPTH OF 7" is MAINTAINED. ROAD AND SRpCE STANDARDS REVISION DATE SIEET i OF 1 201.0 b LONGITUDINAL PERFORATED PIPE TYPE OF PIPE CRUSHING STRENGTH * W.T. W.T. 8" NOMINAL DIAMETER SMOOTH WALL PVC CORRUGATED PE AASHTO M-252 NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH W.T. 8" NOMINAL DIAMETER SMOOTH WALL PVC 0.153 SMOOTH WALL PE 70 PSI sE iE 14 SUBBASE LAYER SUBGRAXE SEE NOTE 1- PAVED SHOULDER -NO.218 AGGREGATE LONGITUDINAL PERFORATED PIPE UD-4 TRENGTH TYPE OF PIPEhj�4�. DIAMETER SMOOTH WALL PVCCORRUGATED PE O M-252 GLASS MEEEETTIING #1 GRA�DATONTE OR REQUIREMENTD NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS CRUSHING STRENGTH TYPE OF PPE )(W.T 4" NOM.DIAMETER SMOOTH WALL PVC -103 SMOOTH WALL PE 70 PSI iE#EiE PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UIDERORMI SHALL BE CENTERED UNDER CURB AND GUTTER. iE WALL THICKNESS (MIN) - INCHES DRAINAGE FABRIC GEOTEX(OVERLAP )EX 14TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. (OVERLAP1'-0" AT TO ) DOWN SOPS PAVEMENT ✓.::, :::.: _� SHOULDER RGN DRAINAGE LAYER SEE NOTE 9 qq�IGG�Ip NON-PEPBRATED SUBBASE LAYER MAN LINE PAVEMENT PIPE Y CONECCTION SUBGRADE•• PPE -EP SEE NOTE 1 - -ES#57 AGGREGATE, #8AGGREGATE OR CRUSHED PIPE GLASS MEETING I8 GRADATION REQUIREMENT. ST'DUD-4 REQ'D'D. UO-4 REO'D. CURB AND GUTTER SECTION 7/.R (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)sNRouLDERPAVEMENNOTES: 1. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE N TOP of PIPE. EDGEDRAINS IN GORE AREAS 2. WHEN TIE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET. MANHOLE. ECT,). NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED, 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-011 ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4- ALL CONNECTIONS (ELBOWS, WYES. ETC-) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN. (3 X DESIRABLE) GRADE AND LOCATED EVERY 350'MAXMUM( OR AS NOTED N PLANS. 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE - - COMMERCIAL SIDEWALK OR PERFORATED ENTRANCE UNPAVED SPACE UNDERDRAIN PIPE TRENCH WITH AGGREGATE PERFORATED UNDERDRAN PIPE UTILIZED IN LEU OF PERFORATED PIPE. MAINLINE ROADWAY 8- THE LENGTH OF PPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST'D. Cl1RB LIMITED TO NO MORE THAN 1'-011 TO PERMIT CAMERA INSPECTION OF THE MAN LINE k CUTTER UIDERDRAIN BETWEEN THE LIMITS OF ST'D. CURB IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS GUTTER WILL. BE NON -PERFORATED PIPE. #. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO. 219 AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. NO.219 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SPECIFICATION �VDOiT REFERENCE STANDARD PAVEMENT EDGEDRAIN 240 ROAD AND BRIDGE STANDARDS 258 REVISION DATE SHEET 2 OF 2 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 108.07 NOTES: L ThBS ITEM NAY BE PRECAST OR CAST IN PLACE 2- GCNCRETE TO SE CLASS A3 IF CAST IN PLACE. 4000 PSI. IF POICAST. 3° tlDMQNATRW CURB L GUTTER HAVING. A RA()q!4 M 300 FEET OR 'LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB II (7,J1 TER, 4- FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE 10 LAYER, THEBUO�TTDM OF THE P'ARCLI9B TO r)iE SLOPE OF SUBBASE CTED OOL*S ANO TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CAMERA FQR THE USE OF CG'-7 IS BASED ON ROADWAY C1,ASSIFCATION AND DESIGN SPEW AS SHOWN IN APPENDIX A OF THE VOGT ROAD DESIGN MANUAL IN THE SECTOR ON LR6M) GS. StA[)A1405, 0- WHEN THIS STANOARO IS TO BE TIED PNTO EXISTING BARRIER CURB. THE 'TRANSITION IS TO BE MADE WITHIN IZE OR TH16 EHMARN . IN STANDARDS CAN BE NUDE AT 7., WHEN COMBINATION MOUNTABLE CURD AM GUTTER IS L,SED. THE STANDARD ENTRAIN.£ GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE -HE MOUNTABLE CURB CONFK'ARATIDN INCORPORATED. ■ d , G d A J� A • h K TIME BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED THIS AREA MAY BE CONCRETE AT ors--7-- PARALLEL TO TIE SLOPE OF THE OPTION OF THE CONTRACTOR SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MANITANED COMBINATION 4xv=r" CURB AND GUTTER REFERENCE ROAD AND E9iE7GE STANDARDS SHEET 1 OF 1 REVISION DATE 105 VIRONIA ME'ARTMEHT OF TRANSPORTATION 502 201.Oi \' MN. 4 X SLOPE OR SAME AS SUPERELEVATHON SLOPE v , , WHEN 4% IS EXCEEDED 057 AGGREGATE, #8 AGGREGATE if WALL THICKNESS (MIN) - INCHES OR CRUSHED CLASS MEETING #8 GRADATION REQUIREMENT. *** TESTED ACCORDING TO ASTM 0-2412 AT 5% DEFLECTION. T.-5.. LONGITUDINAL PPE TO BE PLACED ON NOTES: 5" PIPE LOW SIDE OF SUPERELEVATED MEDIAN 1. WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE PIPES TUR (DROP INLET MANHOLE, ECT.), NON -PERFORATED OUTLET WITHOUT SUBBASE MATERIAL 2. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-011 ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 3. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 4 OUTLET INSTALLED 2 X MN. (3 X DESIRABLE) GRADE AND W LOCATEDPIP A MAXIMUM O500' APART, (RAISED PORTION OF MEDIAN) 5. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE GEOTEXTLE DRAINAGE FABRIC STRUCTURE. (OVERLAP 1'-0" AT SEAMS) 5. WHEN UNDERDRAIN MUST TRAVERSE UNDER CROSSOVER LOCATIONS NON -PERFORATED OUTLET PIPE ONLY IS TO BE USED UNDER CROSSOVER PAVEMENT. WIDTH - W - 1'-011 LID - 2 rSLOIPEELL �,�SMUAITWDERSI TRENCH WITH AGGREGATE PPE IS PER�WOIRATEDVTO MIN. 4 X SLOPE OR SINE .,; \, \ AS SUPERELEVATIN SLOPE o WHEN 4% 6 EXCEEDED A.7 ., \ \, \ iN \ OR7CRUSHHEED GLASS M SETTING OUTLET PIPE r #8 GRADATION REQUIREMENT. 8" PIPE 45• ELBOW LONGITUOINAL PIPE M BE PLACED ON PAYLIMITSCONNECTION OU ELEVATION OF BOTTOM OF LOW SIDE OF SUPERELEVATED MEDIAN BEGIN WITH 45• AGGREGATE MATERIAL TO ELBOW CONFORM TO BOTTOM OF SUBBASE ELEVATION. ' (TYPICAL) WITH SUBBASE MATERIAL EW-2 (TYPICAL) OUTLET PIPE ROAD AND ICTION BRI�SSTANDARDS STANDARD UNDERDRAIN FOR USESPEREFERENCE SHEET 1 OF 1 REVISION DATE WITH RAISED GRASS MEDIAN STRIPS 501 108.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING t2 ' EDGE OF EXISINC PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTINGASPHALTLAYERS - PROPOSED ASPHALT LAYERS T ------- EXISTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1f2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES )SEE NOTE 3) NOTES: I. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE rHE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING 5URFAC€ COURSE. UNLESS WAIVED BY THE ENGINEER. 5- THEENGINEER MAY R UIR THE MILLING DEPTH - EQ E f LL G DE OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(.) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(0) OF THE SPECIFICATIONS. NV r ASPHALT PAVEMENT WIDENING SRERREFERENCE LON ROAD AND BRIDGE STANDARDS Ef FEERENCE SHEET 1 OF 1 1 REVISION GATE FOR WIDENING SUBJECT TO TRAFFIC 315 l03.02 VIRGINIA DEPARTMENT OF TRANSPORTATION L'G-2 NOTES: 4, THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2- GONCAXI't TO M CLASS A3 F CAST IN PLACE, 4000 P51 IF PRECAST. 3. 1-.UF1R HAVING A RANTS OF 3OO FEET OR LESS -Z R 1ALONG FACE OF CURAh WILL BE PAD FOR AS RADIAL CURBO - ;. THE DEPTH OF CURB MAY BE REDUCED AS MUCH A '• AS 3" IIS" DFPTHI OR INCREASED AS MUCH AS 3" (2r DEPTH) IN ORDER THAT THE KTTOM OF CVRB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SURSTRUOTURE. OTHERWISE THE DEPTH IS TO BE X4" AS WWN. NO NJJUSY1kNT N THE PRICE BID 15 TO BE MADE • O `a FCR A DECREASE OR AN INCREASE IN DEPTM, SURFACE 5. CC-2 IS TO BE USED ON ROADWAYS NEE1,Nri THE REp.ItREMENTS FOR CZ;-6 AS. SHOWN IN APPQ(OD( A OF' THE VDOT ROAD DENR4 UAhR)AL, )N THE SECTION ON (rs URBAN STANDARDS.A, ;e1- b�;'b.;'R+ d- �e BASE A A 2" RRAO0.)S SUBBASE h 6, &MACE y 9e Q, •,A -p.' BASE 1% -•A A. 5UBBASE #" )2" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIPCATION � r REFERENCE �+ H.� A,p STANDARD �^ ' I[]p 6" CURB ROAD A[1 BRIDGE STANDARDS REVLSIQN DATE SHEET 1 OF 1 IC5 502 VIRGINIA DEPARTMENT OF TRANSPDRTATKtl4 201.01 PA VEMENT DETAILS 2" SM-9.5 A 2" IM 19 A 4" BM 25 8" 21B AGGREGATE BASE CLIFFS770NL7 BL VD NAG CROSSCREEK DR FROM EY TIE-IN 770 STA: 21 f 50 NOT TO SCALE .. ge IN = 4w�. CROSSTCREEK -DR FROM STA: 2> f 50 TO CLIFF VIEFY PL NOT TO SCALE 4" X 4" SALT TREATED 8' MAXIMUM POST 8"T❑ 12"/ 8"T❑ 12"I 8"T❑ 12"I FEmpo RAX y M4-7 SIGN 20" 24" X 12' FEND M4-6 SIGN rM2d'X12' 11 20 MIN, - TEMPORARY MARKERS AND VDOT TYPE III BARRICADE SHABE REMOVED WHEN THE TEMLLPORARY ROUTE IS COMPLETE TYPE III BARRICADE TRAFFIC BARRICADE NOT TO SCALE • 001MIR, low low 0 0, MEMO - /p, z C� CLIFF VIE PLACE STA: > Of 00 TO STA: > 3f 75 NOT TO SCALE CLIFF VIEK DR NAG CLIFF VIEK PL & STEEP ROCK DR FROM STA: 18f 4> TO END NOT TO SCALE SIDEX4LK DETAIL NOT TO SCALE -21B ROAD DESIGN WORKSHEET PROJECT: North Pointe Subdivision Section 1 DATE: 10/7/2016 DESCRIPTION.- Mixed Use NOR THPOINTE BOULEVARD & CR OSSCREEK DRIVE (EX. TIE-IN TO STA. 21+50) Step 1: Determine Design ADT Step2: Determine Design CBR, RF and SSV ADT 8,000 Sample # CBRT Resiliency Factor RF %HCV = 100 X HCV/ADT 5 # 1 Source Value EPT = 20 X HCV 8000 # 2 Table I Design ADT = > of ADT or EPT 8000 # 3 App I 1 CBR 4 DMERF Design Value 2.7 Value Used 1 CBRD xRF= SSV 2.7 1 2.7 Step 3: Pavement Design DR From Appendix H= 22.5 Description of Proposed Pavement Section Material Notation Thickness, IT a (a x h) Surface SM9.5ABituminous Concrete 2 2.25 4.50 Intermediate IlVI 19.OA As phalt Concrete 2 2.25 4.50 Base BM-25.0 Bituminous Concrete 4 2.25 9 Subbase 21-B UntreatedA re to sa sa 8 0.6 4.8 22.80 DESIGNSTATUS= OK PROJECT: North Pointe Subdivision Section 1 DATE: 10/7/2016 DESCRIPTION.- Mixed Use CROSSCREEK DRIVE (STA. 21+50 TO END) Step 1: Determine Design ADT Step2: Determine Design CBR, RF and SSV ADT 1,040 Sample # CBRT Resiliency Factor RF %HCV = 100 X HCV/ADT 5 # 1 Source Value EPT = 20 X HCV 1040 # 2 Table I Des ign ADT = > of ADT or EPT 1040 # 3 App. I 1 CBR 4 DIVE RF Design Value 2.7 IValue Used 1 CBRD xRF= SSV 2.7 1 2.7 Step 3: Pavement Design DR From Appendix H= 15.25 Description of Proposed Pavement Section Material Notation Thickness, IT a (a x h) Surface SM-9.5A Bituminous Concrete 1.5 2.25 1 3.38 Base FVI-19.OAAsphaltConcrete 4 2.25 9 Subbase 21-13 UntreatedAsaresate 6 0.6 3.6 15.98 DESIGNSTATUS= OK PROJECT: North Pointe Subdivision Section 1 DATE: 10/7/2016 DESCRIPTION.• Mixed Use NORTHFORK DRIVE & NOR THFORK PLACE Step 1: Determine Design ADT Step2: Determine Design CBR, RFand SSV ADT 540 Sample # CBRT Resiliency Factor RF %HCV = 100 X HCV/ADT 5 # 1 Source Value EPT = 20 X HCV 540 # 2 Table I Design ADT = > of ADT or EPT 540 # 3 App I 1 CBR 4 DIVE RF Design Value 2.7 Value Used 1 CBRD xRF= SSV 2.7 1 2.7 Step 3: Pavement Design DR From Appendix H= 12.6 Description of Proposed Pavement Section Material Notation Thickness, IT a (a x h) Surface SM-9.5A Bituminous Concrete 1.5 2.25 3.38 Base IM-19.OAAsphalt4Loncrete 3 2.25 6.75 Subbase 21-B Untreated Aggregate 6 0.6 3.6 13.73 DESIGNSTATUS= Of PROJECT: North Pointe Subdivision Section 1 DATE: 10/7/2016 DESCRIPTION.. Mixed Use NOR THFORK COURT Step 1: Determine Design ADT Step2: Determine Design CBR, RF and SSV ADT 190 Sample # CBRT Resiliency Factor RF %HCV = 100 X HCV/ADT 5 # 1 Source Value EPT = 20 X HCV 190 # 2 Table I Design ADT =>ofADTorEPT 190 #3 AppI 1 CBR 4 DNIERF Design Value 2.7 IValue Used 1 CBRD xRF= SSV 2.7 1 2.7 Ste p 3: Pavement Des ign 9 DR From Appendix H= 8. 7 Description of Proposed Pavement Section Material Notation Thickness, IT a (ax h) Surface SM-9.5A Bituminous Concrete 1.5 1.67 2.51 Base IM-19.OAAsphaltConcrete 2 1.67 3.34 Subbase 21-B Untreated Aggregate 6 0.6 3.6 9.45 DESIGNSTATUS= OK PROJECT: North Pointe Subdivision Section 1 DATE: 10/7/2016 DESCRIPTION.- Mixed Use ROCKY CREEK DRIVE (STA. 18+41 TO END) Step 1: Determine Design ADT Step2: Determine Design CBR, RF and SSV ADT 620 Sample # CBRT Resiliency Factor RF %HCV = 100 X HCV/ADT 5 # 1 Source Value EPT =20 X HCV 620 # 2 Table I Design ADT = > of ADT or EPT 620 # 3 App I 1 CBR 4 DMERF Design Value 2.7 IValue Used 1 CBRD xRF= SSV 2.7 1 2.7 Step 3 : Pavement Design DR From Appendix H= 13.6 Description of Proposed Pavement Section Material Notation Thickness, IT a (ax b) Surface SM-9.5A Bituminous Concrete 1.5 1 2.25 3.38 Base FVI-19.OAAsOhalt4Loncrete 3 1 2.25 6.75 Subbase 21-B Untreated Aggregate 6 1 0.6 3.6 13.73 DESIGNSTATUS= Of LL J Cq occ0 d+ U Z C� co co a`(' y. r � 0 coCq w 0 W �P •U W �•tRJ 1•''••1 P4 Z�O•� • �--� (1] W o4-4Co l� U mod( � 1 W 7) 0 �A% LO 00 I -q�( r- o a 0) 0 L) O C .L a) a) C 0) C LL I V) V) a) C 3 O O N III ;PLT H OF Ir () 0) - O C 0 U BRIAN C. M CHELL y o Lic. No. 035724 -0 a) 07/31/2020 �oFFSS/ONAL a T C a) C O U C O %^ 3 L 0 O s qE,Q4 r I� v 3 0) ILL j C� �n ) O N L - O 0 � L q 0 0 `\ 0 a 0 OU [� ND C 0 U �-I �N O Q4 O O REVISIONS CDATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER DATE s 04-27-2016 :5 CSCALE NO 3 O s co PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS 0 CHECKED BY 0 PROD. # 20150290 3 0 ° SHEET # C - 9A H- GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24'MIN 8° 8" 8" 8„ MIN. MIN. MIN MIN. O O 6" BEDDING 4. =•,d., #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'MI INITIAL BACKFILLI UNSTABLE 8 a 8" SOIL\ MIN MIN _ MIN. #68 STONE O RANULAR FILL ASRX APPROVED BYACSASTABLE SOIL OR ROCVC� STABLESOIL OR ROC 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 BACKFILL. 3.THE INITIAL BACKFILL 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 V COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 1' -0" MAX 011 RUBBER COATED STEEL STEPS e CAST IN PLACE PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN Q THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" Q Q 12"MIN 12"MIN ,'° MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0,211 FEET '0 b' A FILLETED INVERT FOR A SMOOTH Zj 2 'TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. b' 3/4 DIA OF LARGEST PIPE IN MANHOLE TMSrMl�N'6- BEDDING WITH N0. 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. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-I-C TD-28 I -- -- I 45° max PLUG I I I 2 J I � 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 4,5 ° min BEDDING AS M REQUIRED u 2 D 45° MIN T SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 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 22 1 /2 1.66 2.16 2.69 0.13 3.16 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 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 1 2.84 1 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TD-3 ooE �0) N E HT `% In �_ E cn N E W K m N E of j= V) r Um C, E o a 1� �a N EIn Iv yU vW 0 " z In Epp ��oE 0 _a Lo 1= Q N E `V'� N o In C) J < w Ez 0 J 1 _ rIx o Z O E� E E In IS Lo �a J " ^ 00 n E :- rNi l- N E 0 E wZO �E "t OM co O a a a O of �rn\E QE 1oN of W m co v w N N N Q C u_ O O 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. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270 ) 18 -22 VALVE BOX 7 CU. FT. #68 STONE 42"MIN p 6" GATE e.1 VALVE 8„ X 6„ TEE 2500 P.S.I. CONCRETE P" BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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 PREVAILING 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 VARIES 4" DIAMETER BRANCH AND VALVE—, VALVE BOX VARIES PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE � I - II ADJUSTABLE VALVE BOX W/ LID II z u Z N M.J. GATE VALVE WATER LINE Id I la � 2500 P.S.I. CONCRETE s a 2'x 2' BEARING AREA. THRUST BLOCK d a. a 4 d . 4 a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE J. PLUG WATER MAINSRESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK a METER BOX (SEE FIG. W-7) VALVE BOX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS 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 & COVER CAST IN PLACE SEE FIG. S-1-D, E PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 1'-0" MAX 2'-0' A FITTING MAY BE REQUIRED e� WITH ACSA APPROVAL. THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE (CLASS 50) BACKFILLED IN 6" LAYERS AND p� 5„ COMPACTED BY HAND TAMPERS OR 1 BACKFILLED WITH SELF --COMPACTING 12„ MIN STONE. 16" MAX MINIMUM ELEVATION DIFFERENCE 5„� !� ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET !12"'MIN 12"MIN A FILLETED INVERT FOR A SMOOTH VARIE ' . Q TRANSITION OF FLOW BETWEEN a INLET & OULET PIPE SHALL BE PROVIDED. FITTING DIMENSION VARIES WITH SLOPE. A. ° c 3/4 DIA OF LARGEST PIPE IN MANHOLE rM'�-MIN. 6" BEDDING WITH N0. 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 TD-29 TD-19 NTS FIG. W-5 TD-9 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE--,,,. BRICK SUPPORTS OR SOLID CEMENT BLOCKS NOTE, MIN, 60' DIAMETER MANHOLE © a REQUIRED, KPI) STEP 4 DROP MANHOLE PVC CROSS�� e 'a 2' USE APPROVED FLEXIBLE RUBBER �o a 4 BDor. o o= e 011 11 � u 6' GASKETED Q . e STOP COUPLING 44 �40 PIPE STRAPS DROP PIPE ° ° (STAINLESS STEEL) o SPACED EVERY P' VERTICALLY - 90' RESTRAINED BEND I - " SEWER INFLUENT + PIPE ° MAIN .aa a 'ea•n °. SEWER PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO. 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 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 TYPE "K" SOFT COPPER ORPORATION STOP 1 1/8 BEND NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. '" ^IMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' FL '" ^IMPRESSION x 3/4" MALE PIPE COUPLING APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. iE RSETTER NEGE5SAHY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NISHED GRADE I BRONZE GATE VALVE �- II III SHED STONE 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 WATERLINES 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% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET.01 SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45'0'0" IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 0 I CA (A EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 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 NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 NTS FIG. W-6A TD-10 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE 6" MIN. VARIES D.I. PIPE 2500 PSI CONCRETE PLAN SPACING SPACING M I; CJ - Z D.I. PIPE N ANCHOR NO. 1 AT z FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' z T„ S�0'OF s" PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 R ROADWAY �? � I � I n � PAVEMENT °D 36' MIN. 36' MIN, 0.25' MIN, THICKNESS STEEL CASNGLINSULATORS G TAINLESS STEEL CASINCONCRETE FILL BOTH ENDS Ei'LI i f f( 2'-D' 2'-0' 7' OR 8' r 7' OR 8' - 12`-0' DUCTILE IRON PIPE 18' OR 20' JOINT ❑F D,L❑R 20' JOINT ❑FiF (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. MI➢DLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 O f n n V d4 U Z N co 6L cq co 0 W � "� .� U W .� Z4.4 cz r n 0 rl v..--i U Z b F.' W pm4-1 0 T W �� LO Co �4 Co rn� � co U 0 c N N C C W N IN N c 3 FO- d- O CA 0 c O 0 0 v N O 0 -0 3 m N .r0 '3 c N E PI-TH OF 4) c_ ` 0 T C 0 BRIAN C. M CHELL v Lic. No. 035724 v 07IJ112020 �p�FSS/ONAL n ENG\�� 0- .N C m C O U O �^ 3 3 V s 3 q ll� � C v 0 1 O ~ N 0 O C C-) E., s o o C [� Q O Wei v [� l {� c O U O O�/1 V � N L_ REVISIONS CDATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0713112020 PER OWNER N C 0) C La1 N U) V) N C 3 FO• O .L O CL 0 C). DATE s 04-27-2016 `" CSC NO LE 3 O .0 PROJECT MANAGER 0 BRIAN C. MITCHELL, P.E. rn 4) DESIGNED BY BCM / JLS CHECKED BY o C 0 c PROD.# 20150290 .3 t7 SHEET # � C-9B s R/W 8' 8.7 GRASS 1 18' FC to FC ��7F � 2 BIKI• E LANE CG-6 10' SIDEWALK 10' SHARED , PATH R/W 91 ' R/W t -2.08% CG-3 CG-3 R/W 6' * 18' FC to FC GLASS I �. �� 1 ' 0P BIKE LANE 2.00% o -2.08% CG-6 11 II II 5' SIDEWALK 11 F� _ *WIDTH WILL VARY DUE TO TURNLANES rT.TFFS''T1?1VF R1)TTT.FV4PD TYPI'rdT. .S'' rTTt?iV /r''TTT) 8' GRI ASS I *18' FC to FC -2.00% -2.08% BIKE LANE � CG-6 10' SIDEWALK 6� F.� 10' SHARED PATH NOT TO SCALE 91 ' R/ ,I *16' FC -2.08% CG-3 I I I CG-3 R/W 8' *18' FC to FC GRASS I BIKE LANE �� 6' -2.08% -2.08% -2.00% CG-6 5' SIDEWALK 67 11 II II I II 11 _1 t� t� 9.Q7�S� *WIDTH WILL VARY DUE TO TURNLANES T"T.IFF:S"T1)1VTF F1I')TTT.FVd PTA TYPrrd l .' "WrTTI iV NOT TO SCALE R/W VARIES GRASS 6' GRASS I * 18' FC to FC �� BIKE LANE -2.00% 2.08% �CG- 57 SIDEWALK 11 II II 11 92' R/W * 12' FC to FC CG-3 I I I I CG-3 6' *18' FC to FC GI RASS I BIKE 2.08% -2.00% CG-6 5' SIDEWALK d T� _ *WIDTH WILL VARY DUE TO TURNLANES CROSS'CREEK DRIVE TYPICAL SECTION STA: > 7f 00 - ROUNDABOUT R/W ORNAMENTAL GRASS *18' FC to FC WALL � 1.0' 2.00% BIKE LANE CG-6 2.08% 5' SIDEWALK NOT TO SCALE /W VARIES * 12' FC .I CG-3 I I I I CG-3 R/W 10.5' & VARIES GRASS R/W 6' ORNAMENTAL *18' FC to FC GLASS I 1 0'� WALL BIKE LANE 2.00% 2.08% CG-6 II I I II 11'' 5' SIDEWALK d � k 37 *WIDTH WILL VARY DUE TO TURNLANES CROSSCREEK DRIVE TYPICAL SECTION STA: >4f 40 - > 7f 00 NOT TO SCALE R/W , R/W R/W R/W 91 R/W 61 , R/W 8' GRASS *18' FC to FC *16' FC 1 18' FC to FC to FC 8' GRASS �� 6' GRASS 1 36' FC to FC �1 6' GRASS 1, �� -2.00% -2.08% CG-6 -2.08% CG-3 CG-3 -2.08% CG-6 -2.08% -2.00% 2.00% CG-6 -2.08% -2.08% 2.00% CG-6 10' SIDEWALK 6, 10' SIDEWALK 7 , 5' SIDEWALK 5' SIDEWALK )\7-\ 10' SHARED PATH 1, 1 1 �-{ I ,' �-� 10' SHARED 97S PATH F &V ARIES � � � � � � � � &VARIES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) RESIDENTIAL STREETS: STA: ,25f 4>. 95 - STA: ,29f 79. 68 CROSS CREEK DRIVE (STA. 22+ 32 - END) NOT TO SCALE THICKET RUN DRIVE THICKET RUN PLACE CLIFF VIEW CO UR T STEEP ROCK DRIVE (STA. 1 8+4 1 -END) R/W R/W 91 R/W NOT TO SCALE 8' 8' GRASS *18' FC to FC *16' FC *18' FC to FC to FC GRASS �� 6, 6' -2.00% -2.08% CG-6 -2.08% CG-3 CG-3 -2.08% CG-6 -2.08% -2.00% 1 5' SIDEWALK 5' SIDEWALK 67 11 II I I�I �1 11 II II I II 11 *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) STA: 44f 04 - END NOT TO SCALE 2' 2' SHOULDER SHOULDER 10' t j 2 `1 -2.00% -2.08% ASPHALT SHARED PATH (CUT) CLIFFSTONE BOULEVARD NOT TO SCALE 2' 2' SHOULDER SHOULDER 10' 2.00% t \\/ ASPHALT SHARED PATH (FILL) CLIFFSTONE BOULEVARD NOT TO SCALE O O LLO CQ 00 O t�4 U Z C� 0 co co O UG\2Op O W W �.L UPL4 �: cuy 0 W 0 o4-,Co W OLO y� 00 ct r- 0 a L) ;_PLT H OF (D 0) c L O c o U BRIAN C, M CHELL y � o Lic. No. 035724 0 07/31/2020 �pFFSS/ONAL ENG\�� 0 a I 41 'F 0 U c 3 L o � s q C lr `I Iw Q o C w L L 0 o 0 0 0 U 0 U �-I �1 0 �wCL o�s REVISIONS �DATE ITEM 10107116 PER COMMEN TS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMEN TS 071,3112020 PER OWNER c c w a) cn co a) c 3 0 0 CL L a DATE 0 04-27-2016 :5 ca SCALE c NO SCALE o s PROJECT MANAGER BRIAN C. MITCHELL, P.E. -86 DESIGNED BY BCM / JLS 0 CHECKED BY c 0 PROD. # 20150290 .0 0 L ° SHEET # C - 9C NI N 107 $ $ — $ SN!!�AMP\GtNDSCAP/NO�l l' \ `/ ----- c_� - \' \I — \ \ `-------- rs ---------- - `---- PRl TC AN \ - /�� 2----------- I —_----------- SHEET 12E FOR DETA/LS_� ---------------_ y \ \ \ l I I / ,/ 30' B�JFF�R �- -- -1--- — — �-------- — BUFFER I I / , / FT i RETAINING WALL \' RETAINING WALL 41` 1 / I . _/T4 65 66 `\ 68 \\ _ 56 \\ 57 58 39,\ 60 61 62 63 69 70 --` 71 72 74 75`�76 I I _0l7—_ /'4HICKET RUN LACE I _ \ / 1 THICKET RUN PLACE'' `\ — 7825MPH DESGN SPEED I IN \N I'L e r — — -I— — — ZGS�SAR-E VPD)D — — \\`��. — T — 7 GS TSAR ( ) 1 �,_ _T_ _I ...1 I� I ,�. \\\ \ `\53 / �ly _� i� \ / I — N. — — — — THICKET RU PLACEPH DESIIN SPEED ` j \ 81 � � �_ 30__--- � - _— /�3 I � ` \PAS—\ \ I N - \ \ �\ \ &\\, \ \ % / / I �5 \ 96 y97 ` \99� 100 101 #03200-00-00 0223 1 / / 42 / / ^\ `\ \ \ / I I �� \ \ \ \ / / / / I o� �/ / _ \ `IN. \ / I I Y 94`\ \ \ `\ \ / GRACE BAPTIST C�1UR�H; r ,� 1 I � ` `83 BRUCE CATLETT, EMM E EAR EN / r e- / / { \ \ \ 104 & RUTH HOHANSEN T S , / / / ` / 132 I 1 ' \ I \ 1 \ \ \° I / 51 I ° \,( 1 , / RG• '�� \\ I \ \�� \ \ /R° / I 1 Y 9'3\\\ ;PARK \ \ I 1 I I I I I / I/ \ \ I l \ -\ \ \ / I I �\ \ \ \ 1 \ 105 \ .' 84 -- \\ I I 1 0o J I I I I I I I �� ' I ff6 .;.:.:.: \ \ \ \ \� \ \ I R \ \ \ / ` 1 I / I I I I I I I \ a \\ `� \ \ 0 \ , / I / I 1 I I I / PARK 1 / 1 1 1 ` `------� I I 9� \ \ \ \ / I ` 1 \ 39 3$ I V: 1 I 1 ` \ 1 \ \ 106 I I \ 1 \ I 1 / I \ \ 85-- ._'_\ \�_-- / 1 _ 1 I I I I / I 1 I I 1 \ 50 / 1 // \ 1 I I� :t 1 \ \ \�` _/'I I I \ ,p 1 \ \ 1 \ \ - ---- \ ! /^ 1 I I I / I / I 1 1 / / \ \ 25\ I a \ I ` `-- I I \ / P I I ` 1 \ 1 \ 86 ' ' $\ \ \ \\ 88 \ 87 \ \\ \\ / ---- /' \ _ 90 \ \ / '--�R \\ I`\ \ 1 I 1 �\ / I I I I I I I 11 I P \ 35 / ) / :'•t• \ \ \I \ I \ / // /� \'� \ \ `� — J i � `\ \ 1 !24 / / / / I //' � 37 \ \ /// , ' 2/ � /� � '1�t:••RARK I \-/I I I I I I �' �' ,`�— \,,/ \ \ •\ — .��'_-sNr--' // _\\\ [ V ' 1 , ' ! 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TOTAL aUAN. BOTANICAL NAME COMMON NAME SIZE MATURE SRE SPEC. REMARKS CALPER HEIGHT SPREAD HEIGHT SPREAD AR — Acer rubrum 'Autumn Blaze' AUTUMN BLAZE RED MAPLE (Mj-) N/A N/A 40'-50' 25-40' B&B Street Tree AB — Acer buergeranum TRIDENT MAPLE (MI-) N/A N/A 20'-30' 20'-30' B&B Street Tree �as AC — Acer campestre & cvs. HEDGE MAPLE (EVELYN) (Min.) N/A N/A 25'-35' 25'-35' B&B Street Tree CIF — Corpus florida & cvs. FLOWERING DOGWOOD (M .) N/A N/A 15-30' 15-30' B&B Ornamental 2•in.) ® QP — Acer ginnala 'FLAME' 'FLAME' AMUR MAPLE (M N/A N/A 15'-20' 15'-20' B&B Small Ornamental rl --------' GRAPHIC SCALE \\ I \ \ / / V 1 \ / \ 100 0 50 100 200 IN \ �- \\\\_ `\ \ 'o bi \ Sy9 / / ,� . .' - ' \( IN FEET ) 1 inch = 100 ft. M j n 00 O lJ 'd4 U Z �� 0 00'� 0 6L C\2 pp O W ", .�**U W �.,4 CZ Z r n 0 rl Z b 0 W a o W � UJI (M C� v ) I`I rn C N N c c w N IN v a� C 3 t0— d' O C4 N c_ 0 U y T C 0 O BRIAN C. M CHELL v Lic. No. 035724 07IJ112020 �o�FSS/ONAL n EN 0 .N C N N C 0 U 'C 3 t` :3 O C s r 1� C L q � q 0 0) O � N N s C [� a E-, 0 N W O V C1 0- REVISIONS �DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMEN TS 08127119 PER COMMENTS 0713112020 PER OWNER DATE s 04-27-2016 `- SCALE c 1 " = 100' 0 PROJECT MANAG=PE. BRIAN C. MITCHELrn v DESIGNED BY BCM / JLS CHECKED BY -0 c v c PROD.# 20150290 .3 SHEET # C - 10 N s