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HomeMy WebLinkAboutSUB201600092 Plan - Approved 2021-05-28ALBEMARLECOUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. All materials and construction must be tested and documented according to VDOT standards and specifications. 2. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 3. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT (for public roads) or the County Engineer (for private roads), or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 4. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 5. Where rural cross sections are installed, all residential driveway entrances shall conform to VDGT standard PF: t _ 6. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 7. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 8. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 9. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 10. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 11. VDOT standard CD-1 or CD-2 cross -drains are to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 12. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to 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 clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbingactivities and during site development until final stabilization is achieved. g P 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to an public street because o slides sinking, or collapse. P � 8 YP g. P 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 by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95 % Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned gg g P Y P when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G. PP (H' ) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B) General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95 % of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A gemechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. 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 RIVANNA [ilSTI:ICT ALBEMARLE COUNTY, VIRGINIA GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVID MITCHELL, E.I.T. PHONE: (434) 296-4109 FAX: (434) 963-2670 E-MAIL: david®southern-classic.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 Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: Feb ruary 2011 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. RWSA shall approve all constructionitaterials and methods of construction. A preconshuction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities mweekends or holidays without special written permission from RWSA 6. For sanitary sewer line construction RWSA may require bypass pumping for tie-ins to the existingsystem All doghouse manholes must be pressure -tested before a connection is made to y dogh the system 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA No grading shall be pentutted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written percussion and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV maybe required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made tinder an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. Trees are not permitted in the RWSA easement. APPLICANTS NAME APPROVED \ by the Albemarle County / Community Developpment Department Date 2/25/21'! File SUB201600092 I C/ GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT- SP-2002-72 ZONING: ZMA-2000-00009, ZMA-2013-00007 ARB: N/A ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN ACCEPTABLE OPTION. IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE DAMAGE OR DISTURBANCE. IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800. W O V) O� Z NOT TO SCALE ®PREVIOUS DISTURBED AREA = 20.37 AC (WPO#201500073, WPO#201500078) PROPOSED DISTURBED AREA = 46.35 AC (WPO#***) TOTAL DISTURBED AREA = 66.72 AC LEGEND Know what's below. Call before you dig. MISS UTILITY DESIGN TICKET #**** & #**** CONTRACTOR SHALL CALL MISS UTILITY AT 811 PRIOR TO THE START OF CONSTRUCTION SECTION 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. ROAD AND DRAINAGE SEWER EROSION CONTROL 1------�- EXISTING SANITARY SEWER EROSION CONTROL DEVICES AS PER VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CULVERT OR STORM SEWER STD. & SPEC. (WITH STRUCTURE NO.) 7 PROPOSED SANITARY SEWER _'`_�_ EXISTING CULVERT OR STORM SEWER PIPE T I- SANITARY SEWER SERVICE PCE CONSTRUCTION ENTRANCE �� 3.02 CONNECTIONS e DROP INLET & STRUCTURE NO. 3 120400.00 MANHOLE NO. W/ STATION OR SF v71 7C SILT FENCE 150500,00 COORDINATE LOCATION 3.05 O PROPOSED MANHOLE IP h INLET PROTECTION WATER 3.07 EXISTING MANHOLE - - - - - - - - - EXISTING WATERLINE DD -�-J- TEMPORARY DIVERSION DIKE 3.09 PAVED DITCH PROPOSED WATERLINE ST TEMPORARY SEDIMENT TRAP T 1 PROPOSED WATERLINE 3.13 � JUTE MESH OR SODDED DITCH SERVICE CONNECTION �� GATE VALVE 3.20 ' ROCK CHECK DAM EARTH DITCH -GRASS LINED ---300--- EXISTING CONTOUR FIRE HYDRANT ASSEMBLY C 0 LIMITS OF CONSTRUCTION 100 PROPOSED CONTOUR TEE OR TAPPING SLEEVE TS TEMPORARY SEEDING 3.31 X 100.00 EXISTING SPOT ELEVATIONS CROSS PS PERMANENT SEEDING +INA0 PROPOSED SPOT ELEVATIONS BLIND CAP 3.32 (T/C - TOP OF CURB) MU MULCHING "Q#1 BENCH MARK & REFERENCE NO. 10 REDUCER 3.35 DC DUST CONTROL VDOT STANDARD STOP SIGN � BORE CROSSING 3.39 h E REA 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 INDEX TO SHEETS DATE LATEST SHEET # REVISION DATE CONTENTS OF SHEET C-1 11/12/2020 COVER SHEET C-1A 11/12/2020 SPECIAL USE PERMIT AND ZMA PROFFERS C-1B 11/12/2020 MODIFIED APPLICATION PLAN C-2 11/12/2020 EXISTING CONDITIONS & DEMOLITION PLAN C-2A 11/12/2020 OVERALL PLAN MAP KEY C-3 11/12/2020 SITE PLAN AND UTILITY LAYOUT C-3A 11/12/2020 SITE PLAN AND UTILITY LAYOUT C-3B 11/12/2020 SITE PLAN AND UTILITY LAYOUT C-3C 11/12/2020 SITE PLAN AND UTILITY LAYOUT C-3D 11/12/2020 ROAD SIGNAGE PLAN C-3E 11/12/2020 ROAD SIGNAGE PLAN C-31F 11/12/2020 SP CROSSING OF FLAT BRANCH C-4 11/12/2020 GRADING PLAN C-4A 11/12/2020 GRADING PLAN C-4B 11/12/2020 GRADING PLAN C-4C 11/12/2020 GRADING PLAN C-4D 11/12/2020 DRAINAGE STRUCTURE SUMMARY C-4E 11/12/2020 BORE HOLES LOCATION MAP C-5 11/12/2020 INTERSECTIONS C-6 11/12/2020 POND GRADING AND DETAILS C-6A 11/12/2020 POND GRADING AND DETAILS C-6B 11/12/2020 BIO-RETENTION FILTERS C-7 11/12/2020 ROAD AND DRAINAGE PROFILES C-7A 11/12/2020 ROAD AND DRAINAGE PROFILES C-7B 11/12/2020 ROAD AND DRAINAGE PROFILES C-7C 11/12/2020 ROAD AND DRAINAGE PROFILES C-7D 11/12/2020 ROAD AND DRAINAGE PROFILES C-7E 11/12/2020 ROAD AND DRAINAGE PROFILES C-71F 11/12/2020 ROAD AND DRAINAGE PROFILES C-7G 11/12/2020 ROAD AND DRAINAGE PROFILES C-71H 11/12/2020 DRAINAGE PROFILES C-71 11/12/2020 DRAINAGE PROFILES C-7J 11/12/2020 DRAINAGE PROFILES C-7K 11/12/2020 SANITARY SEWER PROFILES C-71L 11/12/2020 SANITARY SEWER PROFILES C-71A 11/12/2020 SANITARY SEWER PROFILES C-7N 11/12/2020 SANITARY SEWER PROFILES C-70 11/12/2020 SANITARY SEWER PROFILES C-71P 11/12/2020 SANITARY SEWER PROFILES C-7Q 11/12/2020 LINE OF SIGHT PROFILES C-7R 11/12/2020 LINE OF SIGHT PROFILES C-7S 11/12/2020 LINE OF SIGHT PROFILES C-8 11/12/2020 HYDRAULICS C-9 11/12/2020 DETAILS C-9A 11/12/2020 DETAILS C-9B 11/12/2020 DETAILS C-9C 11/12/2020 TYPICAL SECTIONS C-10 11/12/2020 STREET TREES AND LIGHTING PLAN C-11 05/17/19 RETAINING WALL DETAILS C-11A 05/17/19 RETAINING WALL DETAILS C-11B 05/17/19 RETAINING WALL DETAILS 0 0 to CQ r n of C Z r\1 T. --I Co � C >_ C` D o C�2 00 C W - 4. 0 C CUJ Z Oi)Gx .r f 11 O Z �y bo.4- .4 f/: �4 I �c OL a � CO Illto co c rI -'�4 R (1) C 0 C; BRIAN C. MIifCHELI Lic, No, 035724 q� 1111212020 -i 0 T_ t� i 0 2 C0 Y U) Q W U REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUd.# 20150290 SHEET # C - 1 COUNITY OF �BE�E thistry 4101 All �d, Fordis Wine chnoodowfloovirrairds. 229c,vers ,.as (.1) 1.. larl DNcPwdrwr 2, 2015 We— Unar, 321 East Main St Sets 400 Charimewille VA 22902 me SP201-� North Put.. Middle Eurars. A.cM.e.1 Does, Ind IRRE, Onfloverader I 1, 2015 thelcalcul of Suipersiours worc suction canyour Spocial UsePerwil applicanoul onal conditions requiriel arreord s�c�MngofFia B�h under Cloraper IS Surround 303 ofthi a Type 03200NOOMM and 032MOON023M,, Th, rourria DiR�t, role Special Usid larldrot F, ei,indsod P, fee Bond s �Vio, either �hM oil Randifirses. 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II III "I I'll I a At I RE AMENDED AND RESTATED PROFFER STATEMENT NORTH POINTE CHARLOTTESVILLE, LLC ORIGINAL REZONING APPLICATION: #ZMA-2000-009, SP -2002-72 ZMA 2013-00007 North Points Proffer Amendment Tax Map 32 Parcels: 20,20A, 20A 1, 20A2,20i 291,23,23A, 21B, 23C� 23D, 23R, 23F, 23G, 23H, and 231 Approximately 229 act" zoned Planned Development - Mixed Comm�ial C'PDMC") August 5, 2013 With respact to the property described in �,iing application WZMA-21RO-09 and SP-2002-72 (the "Original ZMA"), CWH Priperfics Limited Partnership is Me fee simple ownw and North Pointe Chulm=ville, LLC is the mnuact purchnsw of Tax Map 32, Parceds "I L.I.C. is the fine simple owner of In Map 32, Parcels 23,23A, 23B, 23Cy 23Z),23E,23F, 23G, 20, 20A, 20A], 201 20A3 it 291 (the "North Pointe Pin" and Vind Hill Associated, 23H and 23J (the "Violas [fill Propery"i The respective parties we Collectively Preferred to herein as the '�O�er", which unit shall include my sweessm in in��, The North Pointe Propurty and the Viold Hill Property are refirodd to collectively as the "Propopty", all of whib is the subject of mning map mmdmmt application number ZMA 2013-00DO7 k� East the "ZMA A�dmmt." P�mt to Section 33.3 of the Albemarle Comfy Zoning Ordi�, Owner hereby vdun�y proffers, the Conditions listed in this Ammded and Restated Proffer Statement, which shall be applied to the North Pointe Poriperty if the ZMA Ammdmmt is appmvcd by Albemarle County. These =ditiom am proffered as part of the ZMA AmmdmW and it is &grand thare (1) the ZMAT Amendment itself gives rise to the need for the conditions, and (2) web nditions have a �nable Edition to the remning requested. no Original ZMA, togother with its a.%�ciatod proffers datted July 20, 2006 (the --origiml Pfifte, Stawmmt"), � hipproviond by the Albemarle County Board of Supmiwm on August 2, 2006, and also included Tax Map 32, Parcel 22K (which pmel 212K wored at the time caparepristal of two separate pamels 22H and 22K, which have in= been Combined into a single panic] 22K) which is owned by Neighborhood PmpWi� - NP, LLC (the "Neighborhood Investment ProperyI The changes mfimed in this ZMA Amendment shall Out apply to the Neighborbwd Invocraiddrumill PmPWY, In all other resperects, this ZMA Amedmmt ammds and ressams; said proffm in their entiorally and the Amended and Reshiled Proffifir SW=mt shall mlate to the fimbj�rfiqp, application plan witled "North Pointe Community". prepared by K.mey & Co., Archichicls, ach EcAsed through Jan. 13, 2006 and od.had hereto an Exhibit A (the "Application Plan"), and the Albemarle County Code in iffew as of the date of the Original Proffer Smtmmt (the"Countly Cruders). 11fie North Points Community shall be mfmed to as the 1. THIS SECTION INTENTIONALLY DELETED 11, ENTRANCE CORRIDOR 2.1 Creation of E, 40-Fout Buffer lim2 At EnVasee Corridor. Within six (6) months after the aD�pimm by the Virginia Department of I rmspo�ion CWDOI of the Road hnpmv..0 as defined in Section 5.3 the wo along the northbound Imes of U.S. Rome 29, Oter shall plant and th�ffa maintain at all times a landecapped build, including bedgerows, along the Entranm Corridor fiwWgc parcels owned by Owner Ile buffier will consist of a minimum 40-fda wide =tinwus visual iandscarder met that shall be leftism to Albemarle County ArchiWuml Review Board C"AREP) verviday, and appmval (the "Buffer"i In the The Buffifir may be located partly on The Omer's propperty and partly on VOOT property event )FOOT at my time in the futures mdum my portion of the Buffer located on VDOT psmiRmyr the o�w shall �p�te for such reduction by =tmding the Buffisp on Ownees properfirry, in rader to maintain a minim= 40-fida Buffer, am if such Compensation shall require the=oval of parking adjacent to such Buffer. 2.2 Appe..... of Storm Water Pianissim ('831114-1 Facilities. The SWM firstailified, visible from the Entwm Complar idonded on the Applicartion Plan (stom�td mmagmmt farcilifies 1, 2, and 10) shall be shown on a plan and be subject to ARE review and approval. SWM I shall be dersigned such that its shape, pla�m� and Ind farm (grading) transition bdwm the adjoream ��tion un and the adj�t bard edge of the parkim, lot and buildings. The plan fin SWM I shall be submiturpill red the ARB with the fiat ARB submission for Building 14 or 19 identified on Sheet B to the Application Pin ("ShI Ill or my such building that is proposed to be located where Building 14 is locided on Shed B SWM 2 shall have a more snmmd appamm it= ]Yummt to the mdzwr of Section 31. SWIM 10 (am b6m) and shall be designed web Met its shape, placement, and land farm (grading) momin, between the adjacent Conservation =a and Me adj�t hand edge of the pwking lot and mfl, dings. The plan for SWIM 2 shall be submitted to the ARB ith the fiat ARE raboadissicen for my of Buildings 26 through 3 1. SWIM 10 shall be designed such that it shape, pJwxzyw, and land to= (grading) me, integral with the adjacent con�ation area. The plan fill SWINI 10 Shall be submined to the ARE at the Time road plans are submitted to the County and VDOT fin Northwest Passage. III. DENSITIES 3.1 Total Buildem. The total number of dwelling units within ther Pmjmt shall not exceed eight handrail nindy-thym (893). Subject to Swim 3.2, the building footprints and gross floor a� of office, and other =a, and the building fisimprinto of hotels slWl not pzcwJ thme set forth in the Land Use Breakdown Table on Shw A to the Appylication Plan CSbml A"). 3.2 Limited Adi.t..t, to the Elements I the Application Plan. The gross floor am of the buildings used for w=wcial, offirs. other uses, and hotels shown on Shea A may be adjusted within B range (if up to then parent 001 provided that the maxim= gross floor The footprints offluildings 6, am ifirach Category Trans, shown on Sheet A is not "cmded 14 ad 36 as shown on Shered A can be interchanged. NotwidistiMing the terms Of this Section 3.2 to the deraway, Building 14 shall not initially exceed 88,500 square feel, provided, how�d. that afte, two years following the issuma of the conflicts of o=p=cy for Building 14, Building 14 may be adjusted within a range of up to tell percent (I CSEf and if Building 14 is located in the location shown . Shed 5, my Ch expansion shall be ]coined 10 the -at 30 that the addidwal space is lmdW along North Pointe Boulevard. Notwithstanding the terms ofthis Comfy may Seen= 3,2 ca the wnMwy but subjes, re the provisions of Section 8.1, the authorize Building 21 asshom on Shed A to berejusted by � than t=Pe�t (10i IV. STORMWATER MANAGEMENT AND STREAM BED CONSERVATION 4.1 Flood PlaW The raw of the 100-you flood plain within the Proiject shall remain ty findlibles and dE6r =wings, and pedwrim undisturbed except for ld �ings, public whifli and bilang tails, and only to the extent such meePtiOns 11M p=iucd by County ordin=m and regulations, Uporm the req� of die County, Owner shall pmvide a survey and prepw maccessary do�wtation and chadical the land vivithin such flood PI the fin to the Comfy- 4.2 iS�tr,;71H" sn.a.mmt Fla.. The momw�/bmt management practices p�j� magammt facilities for the r'BNP") plan all be Integral =a all stom�W in Pmj� shidl be designed and =s",ted, to �.dte all � st�watu discharge from In Map Pical 032A,0­02�0040400 (Norhwwds Mobile Home Park D�elopmmt) and from I and northwest cmm offirriffit Road md U.S. Rome the exisfing devdopmmts an the northcm 29, spercifficaftly the following pmels shown an the m=t Albemarle County tax raw: trid, map 32, parcels 39,38A, 39, and 39A; tris map 32A, pwas 2-1, 2-IA, 24AI, 2-IB, 2-IC and 2-ID. The gomwgw mmi,wilma facilities shall mifigam W approval quidifty, KW quantity ip�, for the st�Iv,ta gmmwd both within the Prifted and for such existing offsate ndrfiwC, as clessiblind Ideptin, as though the antim pr�isfing cmdifim Ofthe drainage =a is an undeveloped wooded site Nil is being developed to the Existing off -site =dibms and the prosposed aresite conditions. In addition, binfilber; shall comprise a minim= ofthifty-thm and on�third percent (33 1/3%) of the total required puking lot lmd=Ped =as within the pject, n such Cmmemial Area is delifficaux! an Sheet 0 or the "Commorrial Area" crib Application Plan ("Shol OF). 4.3 Erosion and Sediment Central (a) The (>wna shall. to the ,Maxim=, "�t priatichisfile", prol suct, addifiona) appropriate marsiou and nrimm Control mem� that exceed State and Low] Minimum s"ards. if Ili= is a dimg,m�t regarding lififter, the Clandidod if wwmFximwR Cifirshimitim and Re�tion will be extmt prifirimble" is satisfied. the Virginia Dep�ent of provided an opportunity to review and advise on such question. (b) ?DM-C�trU�AiQn S'M�� Minimum : The Owner shall, to the nPdwwzw BMPs that m dmigned to maximum extent practicable, prol POBI-�mctim sals whieve an average wmal sodimmt removal rate of 80% as published by the Centor for atabed Pmlwtip-n (2000 edition). Wt�sW Protection in Article 64 Of The Nacii-C Of These will includes but m not limited to, bi�wtiDn, bio�ion fiftm and wet m basim. a applicable 4.4 Stres. But(., it Restomflon. Upon the wmmw�wl Of th CDMMMt period, the Owner shall notify the County well provide the County with a COPY Of my appilicaticall to the U.S. Amy Corps OfEngin� md/OrDEQfbf=y s� disturbance In addition, ifn�ay, after fiat looking on -site for mitigation oppo�itim available to satisfy and shall look for such Mitigation PPOrriniticho the Permitting pmms, the Owner shall Owned the Cowty fin a list of off-sithe opportunities within Albemarle County fifir such mitigation, iff-sitc, V. TRANSPEORTATION 5.1 Interim Street C,,�uedm Standards. Public s�, which in MY Overt shall include at berat Licark. Road, North Pointe Boulevard, Nowthsidle Drive East and Northwest Padzage, sholl be (I) =s"cted in �rd with the illmfttivc urban design craress swiom shown ONE Shed D-I M the Application Plan (Igned D-l-) and else in card=. with NEDOT design standards Formula an detailed plans Weed to between Owner and VDROI and (it) diddicated for public con, and offered for �p�� into the state highway "=. Toces (with a Maximum -1 sMI be installed spacing of fifty (50) fifix), landscaping and sidewalks an show an Show D in dordwce with County or VDI s�dwds, =less VIDOT =it maintained by the Omm the County agrees in writing to an this responsibility. 5.2 Thining otCompl-flon for I2mnwI S��. Bcf=issus=Of�ifim"Of =upmcy, Owner shall wmplde that segrnW of an internal saw for main on Sheet D-1 within the Project which thervers the building or msidww for which a crfifimtc Preoccupancy is rughtwith in l�thestombacmd allbufflue final taymofplmt-mix "Plialt Thrifind lAy. of plmt-mix asphalt shall be inessudied within one (1) yew following the issuance of the first �ifleme ofoccupmcy for a building or mmd� served by the affirsected street seDnmt. 5.3 Road lmu"vemmb. Owner shall design and �stmd all of the road improvmm�rcfamcedinS�tio=5.3.1(&),5.3.1(b)md5.31(c)bl.w,whicbmalwshO� "Ex�l on Show D-I to the Application Plan and on Show E to the Application Plan entitled Improvement plate ("Shoo ETA) (wliwtively, the "Road [mpmvm=W'l unless mob RuW Rwd impmvemmis an fiat �=cted or handed by other. The various ph� of the Road m also shown for illustrative, purp�� an a colifiecoided COPY or Shed B that is attached h� a Exhibit Id. Owner shall dedicate wo public on my arequired right-of-way, that it 5.3, the use of the � -mad" now orhcmdl owns in fee simple. Forpurp�softhi$SwC'w 0 it applies to internal scrifiche she[[ also )love the "me meaning as the word "�" in the Alb�tic Courity Subdivision OrdiPame {ChaFrtu 14 of the AlbnmQlie County Code) where applicable 5.3.1 Dershat it PhErl All Road impm�mnww shall be designed and phased a. follows: Design. The Road impm�mits shall be shom an detailed mad plans satisfying by the Owner for review and, vallon VDGT defiritur standards which shall be satisfactory, appmvcd by VDOT and the Comay (UmPt for the Read Impro�mts to U.S. Route 29, which hall be Subject only to VDOT appmv.1) (Ififirandlifir, the "Approvind Road Plachowl. The Approved Road Plans shall show the width houl length (excei as, specified in Sections 5.11(a)(1)(t) and (Fill wit Section 5.3.1(b)(1)(i)), locafl� type of Notion, and gwmehim of all [me impmvmmts red required by VDCpT design snndwds. All of the Road Improvements shall be minimal in omnplimm with the Appearrused Road Plain, I his Raw impmmmts to U.S. Route 29 shall he based on the thm� ETIOT design speed and Courtrai requirements. Notwithstanding the previsions of this Paragraph JOE the �ary, in the event dow the internal resithinfild sarect designs as shown on Sheet D-1 am Plot accepted by VIDOT, the Owed shall submit dcWlcd mad mn�ction piano fin mob sports M the County for =view wild, when satisfactory, approval, subject else to the Court appmval of private show under the Subdivision Ordinmce (Ch. 14 of the Albemarle Comfy Code). phasing. The Road Iwpmwwws shall be Constructed and Completed in three pham as sest forth below: (a) Phase I Road lmvmv�ts. Prior to aPPxOvII Of the fim w�OFriid subdivision plat or siceplan wriffifir the Project, Owner shall obtain all associated its at all associated hands required fin the construction of the following (Collectively, Me "Pha� I pairs and po Road Impm�=�"): (1) So,.th�.�t E�� on L1,5. ROM 29- of the vertical (i) U.S. Rome 29 Southbowd - correction �ahn in the Medway just north of the m� fi) U.S. Rome 29 Southbound -oanstrucitififird of a Continuous 12 foot wide through lane (with shoulders or guW rail as required by VDOT) mining at a point that is 1001) feet wdb of the mud�og mtEm and extending mth to Airport Road. (ifi) US, Room 29 Souflibound - m�mion of dual left rare laws with taper at the (W) U.S. Route 29 Scriffilarand - �kmcdon Of Tight turn tam with taper in serve nonhemmog mean= to SR 1515, (v) US. Route 29 Northbound Construction of a Continuous 12 foot wide thyraddidt lane (with shoulders or vad rail as may be required by VDOT) exhanding farm Proffit (Airport) Road (Route 649) try the Nu�hwm Plunge m�m. (vi) U.S. Rome 29 Northbourad - �stmmim of a right hand turn im, at the Southenmw� w"nots, the gwmdrics of which will be subject to VDOT approvid. (iii) U.S. Rome 29 Northbound mn�cfion of leg turn law with taper into SR 1515. (vifi) SR 1513 E�boaA - construction and/or restriping in provide leg firm haw with taper (US) Installation of a wiffic signal with 8 phase fifining, video dewaion and eliminated undeken impvmmft a the in�mwim with U.S. Route 29. (z) Claim existing cmssovu at U.S. Room 29 Ind South�M Entrance to SIR 1515. (Ell Proposed Entrance ROM between North Pointe Boulevard mdU,S.Rouw29, ad (2) North Pointe Boulevard, Ldd1CMy =dPmfFilRand: (I) Leaks Road ad North Pointe Boulovard, in accordance with the design mu."dims she" on Sheet D-1. it= Pmffit Road In either NICIrdisidic Drive East in, if Nortleside Drive East box not yet bear wn=acd to the mmdabout at North Pointe Boulevard, North Pointe Boulevard shall be mtmded to NwIMvdt Passage. The O"w shall provide a fifty (50) fidu Public right-ifigmy along Leake Road and shall mm�a a two-Ime public street to be accepted by VDOT and a much of the other improvmcnts shown on the �s-s�flom da possible within ft available rightrief-way ME mNmbly determined by the County Engin=. (ill The mmdabou4 in won after imMvmmts Thas my be approved by VDOT and the County, at the intm=tion of Looks Road and Prot Road slawfir, on Shoo B and an additional wmtbmnd right wit Inc an Porl Road fmm Leaks Road to U.S. for property acquisition the is mquired for the off - Rout. 29 the shown on Shed E. In addition, she public figherielf-way for ozwMdwwn of the ipmvmmd required by this Section the Oma shall make a Cash Contribution or provide a letter of credit in a f� ppavd by the C .. ty AtWmCy far such pmp= I. the amount ons detailed necessary for the pmp�y uquisitim by the County Attorney, provided that such momt shall not Exceed one hundred fifty parent 150%) of the Cowl fair market value appraisal prepared for acquisition and wnd=mWn purposes. The Cash mbibwion or land of Credit dczcdMrdJ in ibis Section 5.11(a)(2)(d) shall be used to pay for the total war ofthe light army Eadquinnion. Tactionleared of the right of way accuishiffid, for the off-sithe pmpny necessary to m�met the impmmmts required by this Station 53.1(a)(2)(ii) shall include the annual mm �ciated with acqua I n . ng land, buildings, m�um, ��a and other offithorized int� by cDadommtion or by purchme including, bad ON limited 1% land acquisition. mgi...in& surveying, and v�able attorney& Cam. 71re Club Contribution or the ]Wa of credit shall be provicited by The Owner within thirty(30) days upon ngum by the County. Ifthepmp�y is acquired by puT6Hse, the conatilyration for the purchase prim shall not exceed we hundred fifty p�nt (1505f) of the County's fair markas whific appraill prepared for Condemnation purposes without the wnml of thcOurrear. tithe will offird, Tight Privacy acquisition eandadds, the mount previously Contributed, th. the Owner shall nifindourpop the County all such excess wits within thirty (30) days upw mqu� by the Comty. The Comfy shall refund to the Owner all mom Contributions roperad Completion of the land Eirequisition. (Ili) lntmtionallyomittd fiv) An additional through Inc ardettlyourad on Proffit Road train U.S. R�29 W the roundabout at the intmfin offae Road and Pruffit Roddl. Inaddition, isition that is required for the ofifignithe public riglituff-way for cons�dim of the for pmperty al improvements required by this Section 5,11(a)(2)(N), the Owner shall make . Cash wnw"btim in provide a left of crelfit in a f� approwd by die County At�ey for such purpose in the wwwt " dweed necessary for the property arequisition by the County Attonney, provided that such amount shall not exceed = hundrad fifkyp�t (1505h) afthe County's fairmuka value appormotal prqwed for acquisition and wnd�aflm putpom. The cash Contribution car lww of credit described in ibis Section 5.11(hil shall be used (a pay fin the total Cost Offer right of wayloquisitim. The wad cam cribs right olfway, acquisition far the offeitc, property n�wy to courstract the improvmmm required by this Section 5.1lial shall include the m�l miss ssodamd with acquiring land, buildings, s�c=c% ==mts and othw authorized eargi . no. . & =�oyin& and �onWe Mon)eys ran. The Cash contribrortion or the letter of 0) days upon request by the C�ty� If the in�� by mnd�atim cor by purchase including, but ant limited to, land acquisition, credit shall be provided by The Owner within dddy (3 pmpmty is acquired by pwrha� the Contribution for the puelme price shall not candred one hundred Billy pedifircial (150%) of the Cmmy-s fail market value appraisal prepared fair cond�efim purposes without the Consent of ft Owner. If the Ol Of the Tight of "Y ads the amorud previously mbibuted, than the Owner shall mimbume the acquildifictin mm us County all such me within thirly (30) days upon request by the County. The County shall refund to the Owner all cancess mntdbutims upon camplefiesid of the land acquisition. Co. I Ch c I Read lmpryemmu. Within fill= (15) months it for a �wcial building within the lands subject f� the imm.. of the flat building Penn to the fiat �ffcial subdivision plat or site plan within the Pmj�, ar prim (a the issuance of a enforce of owupm� far such builifing, whichever is =lift, all of the Phase I Road improvements shall be armized by VDOT for public use or bonded for VDROT's accepmm if led by VDOT for Pacific we or bonded such Rmd lmpmv=mts am a Primary highlial Of wericip to the Comly for VDOT"s acceptance if such Road Impmvmcnts m a secondary highway (b) Phase 11 Road lmprowmmts Prior to approval of the first site Plan that would authorize the aggregate mmm=jBl, Off" -it hold gross flood- shown on Shed A within Me Project to mcwd two hundred rainsely thousand (291 square feet, Owner shall chain all associated permits and post all aswdatcd bonds required for the cludestruction of the following (collectively, the -Phne 11 Road Impmvmmts!): Middle E�tw an Ilef. Rome 29 (Nwl,.ide Drivs, Eal J5M (i) US, Room 29 Southbond -Ownstruction Of R Continuous lane (with sh,iuldm or guard rail as may be required by VDOT) sterling at 12 fin[ wide thugb IT of the Middle Fn�nm and =failing to the point wb= it pfilip thin is 1000 fact nOI �mts with the paration fthe lane cronstrumod pursuant to Scififirm 5.3.1(al �tmctim of due] left (ii) U.S. Room 29 SoIiffibowW In. with taper. (Ili) U.S. Rowe 29 SouthbnM - =.�im of a right turn hurd, with usper list) US, Route 29 Northbound - Construction of a right hand lane in the Middle En�ce, the geometries oflishich will be subject in VDOT approval. (v) U.S. Route 29 Northbound - Construction of left MER lane with laper. (vi) SR 1570 Eastbowd - Construction of ow restriping oflnn to adult in Separate left, through and light total mov=mft. (Ell Fn�= mad Wmtbowd - installation of a wai signal with 8 phase timing viddy dd�n and nociatod intersection impm�ents an US. Rome 29. (Fill Existing cmssova 9 Cyprus Drive - Construction to close the =�a. (ix) Promage, mad ftom Cyprus Drive to SR 1570 cpnddpwon of a public EznEw to serve Properties cu�dy �sing U.S. Room 29 through Cypross Drive, and N.,ffi Point. (2) Nordaddis Drive East between U.S. Route 29 Boulevard as shown on Shed D-1. Completion of the Phase 11 Road Improvements Within fifteen (15) month, &far the issupoinne fthe flat building permit for a building within the lands subject to the first subdivision plat or site plan that �uld authorize the aggregate �mmkal, officas and hotel Swiss floor area in shown on Shed A within the Projild to exceed two hundred nindy thousand (290,000) square fact, in prior in the issuance are cerfifficathe ofomupmcy for my building that chaused, such g� floor use to mmod two hundred ninety thommd (290,000) sq� fee, whicithevar is earlier, all of the Phase 11 Road lmpmvemenu shall be accepted by VDOT for public use or handed for VDOT's rucceptimps, if such Road Improvemmts are a primary highway, in accepted by VDOT fin public use or bonded in ill- Couray, for VDEOI acmp� rfsdr Road ipm��� me A econday, highway. (c) Phase III Road Impr�menu. Prior to Me fttllW at: (i) the approval of the first subdivision plat or Site plan that would Authorize, the aggregate numbw of dwelling wits within the Pmjwt to "used five hundred thirty-three (533); (it) the apperavall of a subdivision plat or site plan for any dmeAopmmt of the Neighborhood Investerififirat Proy�y or my promplar firaidelf, a, (ill) the five (5) year anniversary of the date of insurance of the fiat certificate of occupancy far a building in prmi� within the Pmj=, Owner shall obtain all associated prearnits and pact all associated bonds required for the �mction of the following mad impto�enm (collectively. the "Phe� Ill Road Impro�U") to the cracipt any such mad impm=mts have ant already be. completed: (1) Northernmost Entrance Nomwit. Isessis & Clark Drive) on U.S. Route 29, (i) U.S. Raises 29 Southbomd - �suucfion of left tam ]ant with tam. (if) Nodb� Passage from U.S. P�to 29 M North Pointe Bouleverell. (ill) U.S. Ropte 29 Northbound - Construction of a right band mm Imes Me gwertries ofwhich will be Subject to VDOT appmval. Cil If not alrmdy announced, North Pointe Boulevard between Northside Drive East and Northwest Passage (E) if the traffic signal of be ��ed by others is in place pact to Dame, w=mang walk an this Northernmost Bn�� and such �ffic signal only includes dm legs, Owner shall add the lourth leg dr, the signal, which shall include additional mans �, signal boom and mcithny equipment necessary to support Northwest Produal we of the in�ecfior, as determined by VDOT. If such Traffic signal is not in place and the vehathilar traffic generated by the Pmjw m� the VDOT Signal warrants to be met, and VDOT requires that a truffic, signal be insmallod ME a Condition of the � permit, Owner shall mda1I such pwffiC signal. (2) Nomithstmding my other provisims �wncd in this Pmffm Statement, within one hundand eighty 0 80) days after writtifir notice from the County that it intend. to build an Immtuy shollool on the School Lot (an "School Lifit" is defined in Section 9.1), the Owner shall submit mind plans for the Construction of Northanst Passage fine North Pointe Boulevard to U.S. Rome 29 to VDOT and M the County fiff CCEACI and when satisfactory, approvid. FuAh�M within Twelve (12) months after issu.me of the building and if not already mmpletA Own" will pcwrdt for Construction of ft cimenWy whml, Complete (I) Northwest P�ge from North Pointe Boulevard in U.S. Route 29, (it) the improvmmu ad f�h in Section 5.3.1(c)(1) above, and (Ili) North Pointe Bm]�ad fmm Northside Drive East to Northwest Passage. To allow the development of The School Lot, the own" wall gmnt all tmpmay ersmmm a necessary to allow inguess and egress for vehicles and �tmction completed gmdiOp the installation nd maintmnm of �ion and dimmt nad st.own a, meav� and any other associated �ction memm%, as Web temparrory msmenm am st�wn on the Subdivision plat of site plan fail the School Lot and mutually agreed to by the Owner and the developer of the School LOT Cg.vltiAn of the PhER III Read Improvements. Within twclw (12) months after the om�m of the applicable event in Section 5,3.1 (c) wifinda firequirds the Owner to obtain all �mated pRdmfis and post all associated bonds required lot the wn�aim of the Phase III Road impmmm, all of 0. Phase III mad improvements shall be arompard by VDOT for public use ow handed far VDI acceptance if web Road Improvements am a primary highway, or accepted by VDOT for public use or bonded to the County for VDSOTS acceptance if such Road Imp�mm� we a secondary highway. 5.3.2 Upon fifiqlant by the County, Cowmar Shall make a cash Contribution 0 the County cir VDOT for the =III of a life in wireless nao system that will link am or am of the signals between Lectis and Clark Drive and Airport Road; provided, however, that the total Club dentribution shall not =mind thirty-five thousand dollars ($35,000). Subject in matters of form majoum, if the Comfy does ant request the funds, or deals mqwst the funds but thc �s�tion of the system does not begin by the later of December 31, 2010 ar ttwee (3) years after Completion of all of the R�d lmpmvm;;��said funds shall be reffinded by the Om". 5.3.3 Prim to the approval ofplms for impmvmmM 9 my U.S. Route 29 in�mion, Omw Shea] provide VDOT mffic signal network liming plane that VDOT finds acceptably address the impacts of the propeconed traffic, signals fifir peak traffic patiods, 5.3,41 Rnimat Transportation Study, cash contribution. THIS PROFFER HAS BEEN SATISFIED. Upon request by the CounlyA Owner shall make a can contribution of one handrail tbowmd doll= (V 00,000) to the County for the purposes of funding a regional transportation amity fair the Route 29 cornition which includes the South Fork and North Fork of the Ri� Rim and the liallymead Gmwth Am of which North Pointe is a part. The conMibufim shall be mile within thirty (30) days slid requmtBd by the Comfy wydme after the rezoning is approved. Ifthe request is not made within one (1) year iftes The data of approval of the first final site plan far the fiat Commercial building within the Project, this Proffer shall became null and Void. If such cash wwribuficn is not mpendod fifir the Noted pwpm within thin (3) yew fmm the time the fimds were wwributed to The CmMy, all unupmded funds hall be Ed..ded to the owner V1. OPEN SPACE AREAS AND GREENWAY 6.1 Piddififircir Pathways All pMtiaC pathways halt be dassifirld as shown an the Pedestrian Pathway Key on Sl� 0 and, consficat fint the pathways M be constructed by the County, shall be shown on the subdivision pig or Site Plan fin the underlying Or adjacent lands within the Project. The pathways shall be mnstuded by Owner as Clan A or Class B trails as idmtified on Shut 0, and in �rd� with the applicable design and wmtmetin standards in the County's Design Standards Manuel. Such mmimction shall be in cadjudectlon with the impmvmmts far the subdivision plot or site plan, as the miss may be, and bonded with the st� if the pathways am a subdrousim impmwment, OF with a pmf�nm bond if the pathways am a site plan iinpmvmmt, The pathway shown on Shea[ 0 along Flat Branch north W.�Mh m1himfirside Drive East shall not Continue thmCgh a cul� ifa wi� is used for the gmm mrsi The pathway intended for me culven haw= Park E and Park F under North Points Boulevard shall conform to The applicable �dards in VDOT's 'Subdivirriffix S� Guidance" and Own. shall maimain the pathway if it is not ifiramplod by VDOT for maimmeF.R 6.2 LEM. Uponrequest by the Comty, Owner Shall dedicate to the County the lake she" an the Application FIn for public use, ifinfivided that such lake will be available for use by owner fm a�waw mmgmwt his describod in Shed C in the Application Pin ewided Mmagm=t and Serum Conservation Plae (Slow C") VII. THIS SECTION INTENTIONALLY DELETED FIELD. FMIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Bch Lithadest, (a) Upon request by the County, Owner slaill dedicate to the Comfy the fee simple interest in ffielud d� on Sbw B a a library, mnsisdngofa 15,000 sq� foot fully graded pad site, visith fifilifics, to �=odWe a 12,500 aquae foot building f.04mint, a flue, nNwra to the arldiscurrit Common arm for ingress, egress, Condensation staging and sufficient Comfy Code required parkinp, stomwaT dd=6on and men quality filicilitics for the location Ind praindidder strip and up to a 25,000 ago= foot building, togd1xw with a w=cdusiw mpaMbic of a f��ding 3effmon-Madiwn Regional Library And such other ran that arris an with Me preprosed surrounding used, as M�ined by the County (the "Library Lotyl Notwithstanding the team ofthe prim =ran= in the Contrary, ifthe requi"mmts for the library building require a larger building footprints the County may authorin the library building footprint to be larger than as stated in the pripar s�mcc� provided, however, the the size Order am shom as "Park H" on Shed B ("Pak No) andifor the sin of the adjacent puking =a immediately man afthe Ubmq Lot an Show B (the "Libriddry, Pasking Lodi da be adjusted acc"dingly an �adde such larger building fiamprint. no Owner shall not be mspomible for my offity Pop fees, bids owner shall mmpide ��ajon of the Library Parking Lot and other parking � serving the Librarry Lot. The Owner dWI p�it the County to use the Library Parking Lot duradhir, if not already =3�cted, Pink HE for PUTP� Of Mnstm�iDn staging. Within twelve (12) months after writes notice from the Comfy that it intends to begin rwstmcdon of tho library, the Owner shall make the raccands roads and the =a of the Library Puking Lot available with at Idea a four inch �pnted made line for me M seems and wn�tim staging. Such g� access serving the Library Lot and the Library Puking Lot a hall be Completed and avaeto, alaid than test (10) Months after i---- Of th building p=it for the library, provided, howevor, that asphalt pa�wt in arms used for �mtmc(ion sagmg by the County shall not be required to he installed until thirty (30) days (or =Ch larger �onablt time an may be nm�ry due to werichall rxwdatiol situ the County box removed its =stmaian-mlmed materials md equipment. Upon the nequeort Ofthe County, Park H shall sin has dedicated to public use, but The oma shall I be rnpomible for maintaining such pink. Oma shall be responsibby for mainterned, of the library Parking Lot and other Parking $Penn $Ming the Library LA)t and the County haw . obligation to be a member of any o�w's mouiation. The County's requical for dedication of the land for the Library Lot Nil Park H bell hCmad. ilbin thres (3) yew fifillouningthe laWw ruccal iswm�offlie fiat residential building p�it within the Pmjec4 (it) O�ees completion Or the infulastripplifific (including but not limited to streets, wC1Uw smm, clectrics, gu) required for the � of the Library List, in (ill) December 31. 2016 (which December 31,2016 deadline may be mtedd by written mutual ag�mi cribs Owner and the Cowty). IfEr request fifir such dedication is not made within deal years following the ]ad offtiesse dides, this proffer will be null Nil void. (b) Gain Roo In the cvmt that the requi�wt for the library building lifirger building footprint, and the County chwal 10 mttorim the fillmory building require a foottered to be larger Than 12SOO square fee p�wt to section J. Ile) above, and in the fiohw event that the building is developed a a Condominium and thes County requests Me O�w to ..mine ownership for a portion of the larger building, Owner shall accept such o�mbip all a �nable price upm which the pmim may mutually agrees and shall Contribute to the County, an a Pin raw basis bassed on the proportional itifice Crazy portion offset library building owned by the Owner parifififirod fir the sin of the libmirry, building as a whole, the war of designing and =�cfmgwoh building These cpwz may includes ifdftiW byThe County, inga]Wion are 11 green wof," and my additional expenses associated with s"aurW[y rofffoming the war as necessary to mpp� the green POOL Within ran (10) dys after receipt Ora request for Payment by the County that is �pmiod by de�wtation to support the pmgms pay�nmt mm.' SE provided in the mn�tmefim Contracts the Owner shall =limit such paymmW to the County. Allmdively, in the "eat the County clects, in design the library building as a Leadership in EmEy and Envimmental Design ("LEED") building, the Omm Shall Contribute To the County, 8 PM Tills basis based on the pmpoftimal size of the facerfirm of the library building omed by a, the additional Costs of the Owner rldwroe do the sin of the library building a a whol tm(lo) �n9�ping the library building to obtain LBED �ifimfim for the building. Within days after yEwpt are request for payment by th . a County that is accompanied by do�mmtim to "Ppm the prequidu payined meant has provkhad in the wnsndm mnuact, the Owner shall submit mob payin� to the County. The design of The gain ml fer Me diarria utilized to obtal the LEED certification, as appliconic. shall be in dr, Comyty'sdisertdon. 8.2 Affordable Housifir . Subject to The terms and mditiom of this Swbm 8.2, the Oma shall paral a minim= of fogy (40) "firldraddes, residential dwelling units as affordable dwelling units, a minim= of sixty-six (66) "for-reart" residential dwelling parior as affordable dwelling units, and a minim= of fear (4) Capprialle Bonn Units gre Carriage House Units am defined in Section 8,2(4)). Tin fifirty (40) "for-secon msidnii.1 dwelling Units shall be �prLW of the following types of dwelling wits: (32) from Multi-fmily; twelve (12) from -dififir (cwsisting of townho� duplexes, wwhed housing, condominiums in the Commercial � it thin unidentified housing types); and sixim (16) from single family doUcbed, each at the sale prim and under the terms and Conditions ad forth in this Section 8.2. The Owner shall cumvey life responsibility of�uding the Affordable units to the subsqumt owners of to" wiflin the Propearty. (a) Multi-Tamily and "Ofiew" Fill Affordable Uni . For multi -family and "offier" fair-trade affordable dwelling wits within the Property, non affordable units shall be affordable to households with in�n ]css than eighty pemwt (SYPI ofthe � median family income (the -Affordable Unit Qualifying lnmme"), such that the housing costs mnsisting of . - , uwa prundi Ell =I estate Imes and hw�n. iP.wmm (PITI) do not examed thirty parent (30%) of the Affordable Unit Qualifying In�e� provided, how�u, that in no meet shall the selling pricel of such affordable units bc Ins than the gmtw of One Hundrand Ninety -five percent (65%) of the pplicable Thousand Four Hundred Dollifir, ($190,4DO) or sixty Virginia Housing Development Audimity C`VHDARI �imm mortgage for first-time home buyers at the larrifirming of the 90-day identification and qualification permit referenda] in Section 8.2(f). (b) Simile Family wardmid For -Sale Affordable Units ("Modi.ly-Pi Units". For single family detwbed fier-sale affordable units within the Prapery, ("Motherately- Prifired Unftsi such Modaately�Pricod Units shall be affordable to households with mmmm loss than m hundred twenty percent (120%) of The � median family income (the "Moderately -Need Unit Qualifying lnwme"), such flat the housing costs consisting of PM do not exceed thirty percent (30%) of the MeaderhadymPrioluil Unit Qualifying Income, provided, however, flund in no eVent shall the selling prim of such ModmielymPriced Units be required To be less III= the greater of Tin Hundred Thirty Eight Thousand Dollism ($2,38,000) or eighty p�( (801A) of the applicable VHDA maximum mortgage firer fiat -time home buyers at the begimingof the go-dayidwifificatim and qualifimbon pefiod tef�ced in Swim 8.2(ol (c) Por-Refinit Affordable Unit I For a period of five (5) years following the date the coTfifiwe of occupancy is issued by the County for mob Rat-tail affordable urrift, or me] the tumb fific sold AS low or moderate =I fideris qdxdfymg a such wild either the Virginia Housing Development Acerthdrity, Farmers Home Administration. Swim 8, whichever Comes first (the "Affordable Tm"), Irish Units "I be Named to efir timing and Urban D�elopmmt, houE&.Ids with incomes less than the Affordable Unit Qfifidff�irfig tn�� No fer-rcrat affterbable wit may be =mad mom am an. toward. the number of for-mt affordable dwelling units required by this Section 9.2. All dicands Conveying my interest in the full. (I) Cmmanm of that snob tudit is met fificarbable wits during the Affordable I= Ell =am language reedding subject to the loans of it& Section 8.2(d. In addition, all ww� perizining to a =veymm of my fox�� affordable unit, or my part thereof, during the Affordable TERM, shall Contain a Complete and full diselosum of the mshictim and ��ls established by this Section 8,2(c). prim to the ownymos, of my interest in my four-part affordable unit during the Affordable eyounce and provide Term, the thm-m=t o"w shall notify the County in writing of the =v the name, address and telephone number of the potential grantee, and goals that the mqui=mts of this Section 8.2(c)(i) haw base suffisfied. (a). Annual Rm�in . During the Affordable TERM and within merely (90) days following the end of each calendar year, the thm-� owner shall provide to the Albemarle Cxmty Housing Office a cartifired =ant mpM of all for-orrout affordable units for the immediately p.EdiOg year in a tam and bsimm ..Obly acceptable to the county Housing Office. Subject to all federal, Sale wit tam] housing laws, and upon reasonable frol during the Affordable Term, the thm-mmnt Owner shall make available to the County at the thatecumm O�u's promises, if firequesped, my mp�. Capitol of mml or learde Expansion%, or other date pertaining to Marc[ ma fir the County may mmmbly comme. (it) Cameo House Units. Carriage Home Units shall raw the requirements for a single family dwelling fis defined in the Virgaidia Uniform Statewide Building CodcT shall be on the same parm! Th the primary dwelling unit to which it is w�ary, raird shall not be subdivided from the primary ressucon ("Carraine Home Units"). The subdivision restriction shall he included on the plat mating such pamds and be incorporated into each dead Conveying title in such parcels. n the Properry which (a) Each salifirlivision plat and site plan for land withi includes affordable wits (which, fin this Swim 8.2(c) shall include Moduately-Priced Units) shall daipate the lots op units, as Applicable, thin will, Subject to the terms and Conditions of this proffer, incorporate affordable units as dwwibed herein. The fiat such subdivision plat cor site plan shall include a minim= of them (3) such affmdable units. Thereafter, and =61 the total mordisher of affordable dwelling units proffered hemunda shall have ban fulfilled, thip Owner shall provide a minimum of thin (3) such affordable dwelling units M yew. Each final Subdivision plat and final site plan else shall include a Meeting total of the number and percentage of affordable mits previously pmvided =it prophossed! to be provided by the its shall be directed to subdivision plat or site plan Fall purposes of this Section 8.2(e), sucb n have ban provided when the subsequent own"/builda provides wrimard norm to the County Housing Office or its dmignm that the unit(s) will be available for sale, as required by Section 8.2(f below. In the � that the Own" providers mom than thrm (3) affordable dwelling units in a single year, the Oma may "carry over" or "bark' Credits RE, such affordable units, such that the additional afflardble units which mod the minim= =not mqui�mt may be hillocatd wwdd the minimum numbeer of affindabic units required to be provided firr my f�m year. The muimDm =bar of affordable units, that may be carried raw Car banked shall ant exceed twelve (12) per yew. N"ith�mding the � of this Section 8.2(e) to the Contrary, upon the firrium request of the Owner, the County my authorize an altmatiw precess and/or schedule for the provisiort md/or delimy of mob affordable ifififints upord a determination that the request is in gmml accord with the purpose und inuart of Swim 82 and/or otherwise fi�hm the goals ofpwviding affordable bousiall the County. (1) All purchmm of the for -sale affordable units shall be approved by the Albemarle Comfy Housing Offics, or its dreligme, The Enthusiasm o"�lbuildu "It provid. the County a its fatigue, a period of ninety (9G) days ary iderififify and prequalify an eligible p=b� for the Efiraffindifible wit.he ninety (90)-day period shall co=mm upon writzen notice from the Mistreatment rvircrithoulder that the mills) will be available for sale. Ifthe C`D1wY O1_ its desigarce does not pmvide a qualified purchaser who ��tm Is �tm� of purchme during Us ninety ill period, the facedown �ulbruild" shall have the right to sell the unit(s) without my �flctim on and prim or inmate of did, parchmer(s), provided, however, that any Ell said without web radmictiefin shall nevertheless be w=W toward the adersber of affordable units required to be ififirvided pennant to this terms of ibis Section 8.2. The mquimm=ts ofthis Swim 8.2 shall apply only to the first sale ofewb ofthe affordable unit. (g) The County shall have the right, From time to timl on ricessornable notice and subjend to all applicable privacy laws, to import the �rds of Owner or my "cwmm to inwmi for the purpom ofmsuring Compliance with this proffer. (h) Clan Pbe . THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days after the Board of Supo�i�n appyroval of ZMA 2000-009, the Owner shall mme ID be Contributed three hundred thowmd dollars ($300,000) Push to the County of Albemarle for the Albemarle Homing lnitiative Fund Or such other similar fired as, may be �blishad ifir authorized by the County, The conlributmen shall be to fund affirldrible home Ownership ]� pmgrms within the Project and other � of Albemarle County, including those pmvided by nm.pmflt homing agencies such his the Piedmont Housing Alliance, Habitat contribution is for Hummity, and the Albemarle Housing hnpmvmmt Pmg�. Ifsuch�h ant "pmded for the stated purpose within five (5) years from the date the funds were =bibuted W the County, all unmpmdod funds shall be refunded to the Omer. IX EDUCATIONAL AND OTHER PUBLIC FACILITIES 9.1 Ele�ta� School Sit.. Within two hmdmd seventy (270) days following he Applidm request by the County, Owner shall dedicate to the Cowry the Ind shown on t Plan as "Elemmtwy School 12.95 Adam Sch="c Layout", consisting of approximately 12.95 AiMum of 95% a� (or a surrallopporion ofswh land in the [examy's Sale discretion) (the "School Larl Prior in deadication, the School Let shall be graded and Compacted by Owner to a in! in] for building prescription as certified by a pmfessional migin� or as otherwise appmved by the County The comidection, a measured by a standard Pmetor mest with =liable Mato Engineer his hartablish a fully graded pad site to �=odam an clm=wy school. recreadmill field impmvm� shown on the Appillcatim Plan "I be fine graded and have top sail and Nil �dmmb added, and the prairm far an undffgmund irrigation system serving the r�tional fields slardl be insW]ed. Such impmv=mts shall be msombly equivalent to those oxisting a the �fional fields at Baker-frificir Elementary School, wrectlifisive of my above ground impmvments. The pedeshin pathways an she" on thepaimeer of the School Lot an the Applimfion Plan shall be reflected on the subdivision plat prepared by Owner mating the a. the site is graded fw the �.tio� field.. School Lot and May pathways shall be inswiled i The Owner shall provide all Militia to the School W. The deffication shall include e�mm =on Omm's land toy wrldifir by and we of Starm Water Buditints 5 and 10 show. on the Application Plans together with all temparrary mnstmaion ms==U an allow St�wg� Basin 10 to be redesigned and cashargand, ffrideressary, to accommodate the School Lot �wat�. The School Loot sUl be used a an Ciampi school intel but if Me County dederminess that the School Lot will not be used as an dmmtmy School sircs it shall be used by the County for park and �tafional purpreseas serving both the North Primer Community and the region. If the County does set rcquat that the School lot be dedim�d by the law of December 31, 2016 (which December 11, 2016 deadline may he cortionfiled by coment mutual agreement cribs Owner and the County), or ill= (3) years aflw the issuance of the firm residwtial building p�it within the Pajord, the owner shall be under no fifirther obligation to dedimte the School Lot for the purpose described hudereirs, but shall, by January 3 0. 2017, or thirty (30) days after such later date, Contribute fin hundred thousand doll= ($500,000) carsh to the County to be wM by the County An projects identified in the County's CIP mawnably related to the needs of the North Pointe �mity, and in Such event the Schernal Lot may be used for other rmiden6.a purposes in approved by the County aft" request by Owner for an mdmi to the Application Pin Affil dedication and before the County -- the School Lot rw a fichim! or fifir park and tawtiomlpurpms,and ifrcqv�W by the County, Owner shall maintain the School LmdymI requirested by the County In an longer do NET subject to the Opmer's Tight to =elusive use of the Tpom% shal I be only School Lot for park and r�timal Puqma. Such park and �tional pir host uses shown an an approved final site plan cor subdivision plat for the � that includes the I Schand Lot. Upon being requested by the County, Owner Asti cam all rise and maintenance of am School Lot and remove all impmvemmN castablishred by Domer drial the County requests be removed. The County shall not be obligated to pay Owed for my imPmvemmu established by Owed that the County resins. The deed of dedication fin the School Lot droll pmvide that if the County �pts title to the School Lot and than does not Construct either a park or a wbooI within twenty (20) laws following the date the BOW of Supervisors Earrifirmes, the ZMA Ammdment, then upon o�'s painter title to the School Lot shall be �mf�d M Owner at no exp� to Owner. 9.2 Bus Stop T ffis. Bus Ste 1. suit Be, Servirds, (a) Ownw shall ��ct ran (10) public bus Stop mmoffs as shown on the Applificartion Plan, or odmviN two (2) in the wuth�ost residential wdx, four (4) in the Commercial winds and four (4) in the other msidwtial arm, Inch in a lo"fion mutually arsoceptable to Owner wit the County. Ile bus stop turnoffs shall be appmved with street w�motion plans far the Project and bonded and mn�cted with the sweets. (b) Upon the request by the County, Owner shall =hibute the will a= of twenty five thowmd doll= ($25,000) cal towards the design and wns"otim of the above gumd bus stop itnprovmm� such as bandoes and shchms Meeting sMdw4s tatablisladed bY the County at each bus stop. Ifffic County does Cut request the fitinds, or mq�ts the funds but time nor mm"a the bus; stop impmvmmts by the laid of December 31, 2015 or them (3) y� after wmpWim of the mad network that fincludips the bm stop tumofrs, than subject to mow of firm Trapani the ==pmded fimds shall, in the destruction of the ODumy, citba be r�med to Owed or applied in a projmt identified in the County's capital improvemmm program witirm adjacent to [be Pirclect thin bmefim the Piod. (c) Within thirty (30) days after the introduction ofpublic t�ponation to the PrEjed, Ovmwp shall Contribute wmty-five thoomd rictilars (S25,00O) cash to the County to be used for operating exp�s reflated to such Services and shall didereafter Mutually contribte Twl�Fi�- Th..d Dclibefir ($25,000) cash to the County to be ..ad for Operating p..s related to such servics far a period of nine (9) additional years, web that the total fmds amEmbuded to the County pumumt to this Section 9.2(c) shall not mmed Two Hundred Fifty ThemandDollm($250,000). tribe improduction otpublic �p�fion to the Projend does not reduction, by the law of been (10) yew after the Bowd of Supervisors appyroves, the ZMA AmcWmwt, or sema (7) y� after the date ofthey issumm on'the first Certificate, ofmmpancy for the fiat mmmercial building within the Project, this Section 9.2(c) shall became null and spoid. X. ACCESS TO ADJACENT PROPERTIES 10.1 Dedication o(Righl-of�WY-E.t..i.. to Parcel 22E Unless the dedication of public righfisof-way and the Continuum of such street arc required in Conjunction with the appmval of a subdivision plat Under Albemarle County Code § 14-409 and related shescrions, Or thin s�m: Oma NEED �e the fifty (30) foot wide flifteof-way, located within the arrea shown cm Sheet B and identified as a "I ROW. Reserved for Fla= Dedication" w�ting a right. of -way from the proposed middle entrance mad tam North Pointe to the southern property line of Twx Mop 32, Parall 226 CTMP 3l Prior to the issuance of a building permit for Building 32 as shown on the Application Plan, Owner shall �rd in the Clerk's Off= of the Circuit Court of Albmalic County, a w=k irrevocable deed of dedication dedicating to public on for road purposes, the � labeled "50' R.O.W. Reserved for Form Daxgcathzrd" Omm acknowledges; MET if it is wt pact of a Subdivision plat approveld by the Comity, cash Ill of dedication must be first mrsicaved and approved by the Board of Superviwps, and accepted by the Boom. Such deed of dedication shall include the following mnditiom: (I) that IMP 32-22E shall have ban uptififirried; and (ii) that prior by has use for road purproses, thus shag have ban cms�ood an the land sup dradificated a ad PpmYed by the County and --Pad by VIDECIT for public use in bonded for VDICIT's accep�m. At the time of the �stmdon of tits a=u mad serving Building 32, the Overlap shall �� the intersection curb mdii or the mad serving 7W 32-2213 and "land =Wmdim of Ch mad for in blint a minim= of one hundred (100) feet fmm Nordiside Drive FmL The Owed shall also place a tho wit of mob m�ded mad, a sign, appmved by the Cowt�� advising and notifying the public that such right -of -wary is the location of a future mad �ion. Chipmer "I grant �porwy wns�im ==mu This doWmirad necessary by the County Engineer in allow fin the mad to be muddruded to TMP 32. 22E, -bell wnkmaim ess..tA shall be an O�'s properly and outside of the dedimftd right-of-way, and shei buy established by the applicable site plan. No impmv=Mts shall bre lo�ed within the tmpormy wns"c6m m�cn� until Construction of such mad has bem cramplized. 10.2 ACCESS in Tax May 32A. Section 2- Parcel 4 (m�.t Nfth"ods MOW Home Park PEPESTY). U.I. the dedication of public right-of-way and the of such street m required in conjunction with the appicival of a subdivision plat firl Albemarle County Cc& § 14409 and related souiom, or their sumessm: '50' ROW. Reserved for Future Owner shall repere, an � in the location labeled Dedication" at the =at= and of the main Commercial =.as road from U.S. Route 29 on Sheet B far �s M Tax Map 32A. Section 2, Parcel 4 COTIEW 32A.2-4"). Prior to Me, issumm of a building parrot for Building 6 or Buildings I through VIN mob firat shown on the Applimfion Plan whichever is carlig, Owner shall mmrd in the Clerk's Office of the Cimuit Court of At a County, a ci�� i�o�ble deed of dedication detecting to public m for mad purposece, the area labeled "I P.O.W. R�d for Future Doddication." Owner acknowledges that if it is ant pan of a subdivision plat approved by the County, such offer of dedication most Such be fiat reviewed and approved by the Bowd of Supervisors and whicepted by the Board. deed of dedication shall include the following conditions: (l that RIMP 32A.2.4 shall have ban upwned; and (It) that prior to its use for mad purposes, them shall have how co�ood on the land so defficused a mad approved by the County and accepted by VDOT felt public use braided far REEDOT a acreptatem. At the time or the construction of the roundaborm serving Building 6 and Buildings VI through V6 The Owner shall com� the intemdion curb Mail and mtmW =sndim of the mad for a disUnm of at least thirty fact beyond the mundaboW. The Owner shall also place a the end of such eartanded mad, a sign, appm�d by the County, advising nd notifying the public that such right,cof-way is the location of a future mad expansion. facilities; of the dedication haw be. hartisfied, and if requested After dedication it list= the any by the County, Owner "I mairthdr, the defichated land until requestod by the Comfy to no longer do so, subject W the Dual right to exclusive an of the dedicated land for park, T�tiOnR], and/or greNVam purposes. Upon being requested by the County, Owner shall cc= all we and maintmmm of the dirdical land and remove all impmvmmts iddriblishild by owner (if my) that the County request, be removed. Owner shall grant t=nPG=Y cdENwtwr wsmma as de�ined �my by the Co=IY Engineer to allow for the mad to be "=tied to IMP 32A-2-4, which commission mm� shall be on Calluses propearty, and outside of the dedicated right-of-way, nd shall be established by the applicable site plan. No improvements shall be iGoded within the immmrary wnstmetion -��nts =61 ccnmlcfim of mob mad has been �plded. XI. SIGNATORY igmd certify that they an the only owners of the Property, 12.1 Cert1fijI no and= which is the subject of the ZMA Ammdmmt. it Owner. *Th= proffm shall ran with the Propecity, and cacb rcfmmm to 12.2 Th. Owner within than proffors shall include within its Meaning, and shall be binding Won, o�d O"cr's Structural in int�t andror the dervelopel of the Property or my portion of the pappeary. (Sinners, Pages Immediately Follow) This Pmffw Statement may be signed in wmterp" and/or via filwasimile with the same full AT,= and effiect as if all sipat� were original And for one document. Singular ofQg=ct Purph� and Ali Own Datm COMMONWEALTH OF VIRGINIA CITY OF CHARLOTTESVILLE nd ad N P bil d f M Jurisdiction aforesaid hereby �.f.ft that otalw"A u losed, =0 as 'a an , I of Gain EMM mmag�t company, aWw"Ce Amm�agwofN�P.inteChlotesvi?,-,Ac-&ILLC ginia limited liability company is signed to the foregoing Amended and Rostated Proffer Smtmml beating the date reas of "4 It; I aid limucli , aknowledged Th. smile bar. me in my jurisdiction afo�id on behalf Of 2013 liability company. Gi� Order my hand I title jo_ da;iodfj��O s; W expirific I My 2014 in [SEALRI Iaryly In Dole COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE Th nd.signad Notary Public is and felt unisdkotion af�aid h=by certifies firm fC� Eastern Mmag=mt Company. Marnager of"Eriolifirifill Assandates, L.L.C., a Virginia limited liability Occupancy, is signed in the Ammded and Restated Pmff� Statement bearing the date as of 2013, f f1rill I acknowledged tbemmebefmmo inmyjurisdictim aforesaid onbehalfo lability company Given, credits my hand thin 1-3 day of lvbiwbc, 2013T My�lssionmpimr. 04MM&MMW ISFALI N �Pbl. Noby Public I cawwwocoh Or issurn, I I MYC� Efir "Vr� Wit CWHI PROP 0 LIMITED PAR SHIP ordenn 'ad v E AT Date. COMMONWEALTH OF VIRGINIA COUNTYOFALBEMTUURE I ad Notary P 4mq hit 1+�e,,urifirfictifidn aforesaid hemby cocriffica that Ae ame�w rusI G� Eastern Managanmt Company, of Towerm Limited Partnership, metal Partner a . f CWH Properties Limited P�.hip, a Virginia limited parto It ad to rs Ifing Amended and Restated an Proffer SM=mt bearing the time I I al _20131 Issidgrad the .. before in myjurisdiefim aforesaid an bchWfofWd Pwasership. Given unftmy hurt this Jil chlyrzfNifili 2013, 1 CW0W9lI ""I Pblic My �al Owmrowaomdmoab 1011, COMM. Ext, morch 31 XI 4 NqmIryPu to [SEAL) . On ........ . .... 0 M LO C\2 co C 1,14 C "atial Q; co 6 CV cc) C sys-I -I-; LU A as C W Z 1.4 0 4 Za I 1.4 $.4 0 4-4 Co 14 ;-4 -4- la- C) 0 > co co C U) < BRIAN C, MIRCHELI Lic, No, 035724 CRA 1111212020 44 44 Ali. 14 N will E Q, CA 4 REVISIONS DA TE ITEM 10107116 PER COA4MEN T� 12118118 PER COMMENTSIOWND 05117119 PER COA4A4EN T� 08127119 PER COMMENT� 071JI12020 PER 0 WNER 1111212020 PER COA4MEN T� DA TE 04-27-2016 SCALE NO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. - DESIGNED BY BCM / JLS CHECKED B Y FEW.# 20150290 Si # C — 1A PHONE (434) 296-4109 FAX: (434) 963-2670 E—MAIL dovld0southem—ciceaic.com CRITICAL SLOPE Park A Reural Landscaped grass 8 benches Passive 19,50D WA public 6 NaturalcaetIsland Grass bowl Passive 12457 WA G Residential Street Island Landscaped grass Passive 16,457 6,936 _ PRESERVED D Natural Valley Entrance Natural woods & benches Passive 27,923 29,a70 E South Club House Recreation Area Pool and natural woods Active / Passive 46,507 65,872 Isla ecourt w F South Club House Picnic Area G Play courts in natural woods natural woods Active 53 600 47,287 � — MANAGED Exercise Pathway o...ae.,,memw nr „cA..m P�eo�.m......,.ml Landscaped walk benches Active 36,544 WA II Urban Plaza (landscaped)- Landscaped walkways Passive 12,100 WA I North Club House Recreation Area Pool and natural woods Is— —.. �0'--. ' Active / Passive 50,669 64,007 - ASCA CREATED/MAN MADE J Natural Valley Entrance and Play Area Play court in natural woods Active / Passive 11,586 12,392 DIED APPLICATION PLAN I Iffia6 I LITE4111 \► Rim ooil o_a-01 a FAMUNIMWO GREAT EASTERN MANAGEMENT COUNTY, VIII GINIA m.1 1► MIl`7Z REV 06/11/14 i ownes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Phone:(804) 748-9011 Fax: (804) 748-2590 0 0 LO C\ �j GO C Z C� a A'ee. I / C\2 co co 00 IrrL (� 00 C W Z CO _ b ri� cd r V O . -( z p� 'd O '. O o w CC)a ~� �� UJ W C) m �0 (1) C a c.; 0 U) a BRIAN C, MOrCHELI Lic, No, 035724 A 1111212020 t �� Q) o q � N W q O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENT 08127119 PER COMMENT 07/31/2020 PER O WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE NOT TO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 SHE t' # C —1B i IN 6549 i I I `\ `\ \ I I \ ` ----- 491.83 // / I I / `� \ \ I \\ ' CONS % _______ \\ / /',v' ``♦ \\ % / I I / /''� % I I I ,/' \ -_�� ♦\\ `\ I \------_---- '' _- / ,/ �\ _--____ _ _ / \ \ _ I r \ 1 l __ i - ------------ ------i\ ♦ \ 30' BUFFER 30' B R I / It `\ )' I / \\ \\ ♦`♦ / I % _-' I I \ ``--------------'' __ `�� ``\ `\\ / / / I /^♦ \`♦ ♦`♦ I I ♦ ' / / ``♦ ``♦ \\ / ,'--------------_ 11 / / /' ♦\\ /''-___-_ \ / i i \`♦ \ - i/ i/ / / #03200-00-00442231�I GRACE BAPTIST '6 1UR( H; / it - 1\ / ' ' ., \\` \\`• \\`• BRUCE CATLETT, EMM,j E GARgEN I & RUTH HOHANSEN TFS r �� / / � � 1 I I � I I I I I I I / / l I 1 I 1 1 l , •: 'v:: \\ 1 1 \\ ` \ / I 1 I \\\.- ` `� / , �♦ , I I / / l n 1 1 II 1 / / 1 I I I \ / �. •1. / IN ' � __- // / 1 1 I I I / I / 1 1 I 1 \ / / I i I I \ `\ \ j •:t \ \ \\ `\ I I \ / ; 1 ; I ' ` I /� ♦ 1 , I 1 I I I I I I 1 1 1 1 1 1 \ /' / /`♦ \ / I I \ \ 1 1 I r \\ \ � I I \ / / 1 I ♦ / , I \\ I I I I 1 I 1 1 I ` \ \ \ ! / j 1 `♦ / i ' \ ` I ' I •. \ \ \ ` I 1 l \ / / I I \\ '' \ ` / I 1 `\ / !!! 1 I `I I 11 `I ♦\-_rz''' / / t , ' , \\ ,' / I I 1'• \\ \\ `\ `\ ; I I `I `\ /'' , ' // I 1 \ �` I I ' ` \ ` \ \ --_ / I _ __ --/ I I, I I 1 , / \ / / � l j a / I�' •i \ \ I 1 \ \ �_- / I I /._ ` ` I � \\ \\ \\ i I ,'' ,-----'I ' � I I \I , ' � \\ i i , � � / '}F,.: • \ I 1 � I I / � I i /�� --' / •• \ \ '----_-' - _, �__ DEMQ-'EXISTING/ / --- `♦♦ `♦♦ ' ``. \` --- /� \\ i . i - - - - - - - - - - - - - - - - \ _' ♦ '. - /' `,------------- \ \ \ i ; ; L_\ \\ STRUCTUR� ----------- - EMO EXISTG ` ♦ ♦ \ \ 1 --- ----'i NI\ \\ \\ .\ \ -\ `. \ . \ --- STRUCTURE / \\ `I I I I \ I I I if .:: / / !' /' / / �/si ,'' _ _RTC'' ♦ /' / ,� ✓ y �I / I l I 1 \ \ l / / / 1 I 1 1 \ 1 1 1 i \ ) 1 • I \ 1 \, - tj \ DEMO EXfiSti,�G DRIVEWAY ANQ STRCICTURES --'.' \ / / / I I / ♦ ' \ ` - -_____- -------------- v'% \\ ` / ----- --------------- ,: A 1 1 N. ,/' ,/' 1 \ \ \ \ \ `\ I \♦ `\ \ \\ \ \ \ \ \\ / l I l l � I I , � I I l I I `\ \ 1 1 \ \ - � � / /'' /, i i � ' ,/' +� % ` _ _ \ � It \\ / , , I 1 , I I I 1 \ \ 1 1 1 1 1 1 1 \ ♦ ----`-----_ __- --- \ __---' / - ___' I 1 -/ / \\ \ 1 1 1 1 \ 1 \\ / _, I ' \ 1 1 1 1 I 1 \�' 1 I 1 I I I f \ 1 1 \ \ \ \ \ ______ 1\ 1 1 1 1 I I ' I , I I I I I I 1\\ \ 1 1 1 \ \ \ ---' IN \\ f \ 1 1 1 1 I I \ \ ' \, /' /' • / ' /'__ `` , / I I I I 1 \ \ 1 I I \ \ / I 1 I I I I I 1 - \ \ \ \ \ S ♦ /-' _ /' /' /' ®� / —�\ IN \ \ I �\ ._-__ , , I I / / 1 1 I I 1 1 1 \ / ' 1 1 I I I I \ \ \ \ \ C ♦ -_ __ , - i -_♦ It I /' i --♦ ``� /' % l I I / 1 \ 1 1 I I I ' I `I ' I I I I I I I 1 \\ \ \ \ \ \\ ` / I 1 f rt• \`i i i \♦ ( `\ I I I / ` �\ �` ' I I / % `\ — (>L. ` L 200-00-007022P\ - ' /tHOMA-S- WQODI #03?9D=00-OOL022G i i j i j `\ k `` ------- / — � _ ---- --'>- #03200-00-00-02000; ROBERT T I ' KII I i ,''------' ! \� t CWH PROPERTIES-'' -.\ D.B� 362, G. 87 \\ D.B. 182$; PG. $09 / i 0 206-0-00-022 0 _ , / - / 1 ♦ \r /--- ' j I # Q - ' \ LIMITED,PAf�TNERSHH� \ / ' HAROTINE LLl ---_ , , 0320 f00-00-022F0 _ / ,' / I / -_____ # qq ,- " , / D.B• 2309 -P� 419 I U.$. 2�143,�PG. 211' ------ . /HARDTIMES, LLC / /' - ---- i i `♦ \ `\ / / I I / ,-/ I I / ,/ D.6/ 2043, PG. �.N _-'' k i .' ,/' ._ i / \\ i ---------- / l j / ♦♦ `♦\ `\ \ f I I II j I I l / ___'' % ' IhN'♦ ♦ % I / '/'' ,/'' ----------------- It i -`\ : i\\ ��--`\ < i / ---- _ \/i �% / CRITICAL SLOPE 1 I I / I -/ f /'-' -___ �� ems` \ \ 1 / / / / / -<_ // GRAPHIC SCALE \ `\\ 1 ; I /' \ `\ `\ \ I 1 1 I / I /' ; ! - ''' /'' /'--------- `�l->�' ` \\ ' 11 11 ' ! ' % `��-- \•�' / \1 a a`- -— PRESERVED ,Op o 50 100 200 1 , l I / / , 1, 1 I 1 I \ I I I I I I 1 I 1 1 / i .' '-- - / �' __ \ I I I I / / _`- � �.+ (-(+\��aa✓" I I I l / / 1 , I \ 1 I I I I , / . I I , , , , , / . ,/ - /' / __ • \y`�\ \ ' I I I ( / ��" - �, / / o. — MANAGED -_�/ IN FEET ) / I / 1 ♦ i 1 I , I I I I 1� / / /' /' - \ CCC I I ___-_ r / I / 1.\ ♦ 1 1. I I I I 1 1 I • 1 f I / / / ./ ./' `S, \\,\. I I I I I _ `v I // �' 1 inch = 100 ft. O C r n of C Z �T. C CAI Co o C\I CO C. W -) c �W ,b it .r f 11 0 Zp"rdo.4- • rl .--1 M T. O a � CO LWILD r co +(� cc 00 0 Z.s BRIAN C. MRYCHELI Lic, No, 035724 1111212020 .6 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS OWNE1 05117119 PER COMMENTS 08/27119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1 " = 100' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C - 2 i MM MM =I mim simmisimmicsim mim )ME MM mim m1mmmmmmmm MM PON !I'm MM MM 1 mimm*mmimmi MM MM mim mmMwpmmmmi mim mim INE-7 ♦`_ \` - - - - - 6549 491.83 , /'Ic _71CONS% ___-__ / I P v/ `♦ \ / I I ' i 1 I ,/ \ \ 1 \---------- _ ------ , , / \ �\ 1 if I \ `` \ -- I __ I `%\` \ I I TAININC W -- RETAINING WALL - \`♦ 1/ % �a \` \___ "' \`'fie\•� 77 CH -A' i / 76 ' 1' I 169 �� 7 64 13,�5 56 \�7 58 59 1 6- s / 1 ' _ 115 \114 ({''------, I I -- ' -- - - 79 / ----- — _ _ w� I — --_ HICKEI RUN PLACE _ l __ \\> 81 52 °"_ "-- _ "-I -_F .� p 96 �L7 0 101 1 43 ;T' `_� 1 -- ® \ \1 02 ,'- - 3r'� CH -A 42 \ % 16 / % 168 `♦ mg-__ \ I / I , , VI I , / I 4 3 -/ ^. . 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U I I •C FIX / I `, C, 03C SATE PLAIN AN ' U TILITY `LA\Y U T ' I 1 / ----' ��� Q -SL�� `(� Q ---- / C 04G GRAQIN� PLAN; 1 ( I I R— GRaDja1/, n �N b� /yX / / i / / `\ '1 `\--- IN ICJ \!� \\ I , , I tJ-f� _�`- \/// / r \ / / / / / i Y , GRAPHIC SCALE - i,� / \ \ \ /i/ i / / i / / / , \ I, \ I ♦\ \ \ I ' ' i /' ,,/ ,-' ,�- r a\\ \ I i II l l /-___ / / / e / / /%� / .. i / '\ 100 0 50 100 00 ``I ------- mil �, 1 ♦ \ \ I =I �l / ,= ��/y >fi � �~• ._ '1 �//'� I / (/ IN FEET ' / ' // '/ // / , /' / / ' / I ; / 1 I ♦ , I I I I I I I 1 , / /' -- '' \ I 1 I I I 1 I _\ .r/ w• /,' '! ! ,,./'./. / ./ / ! : \ ♦ 1 I I I 1 1 1 I • 1f I / ! ' .' `S, \.\ 4 1 1 I I vI R _ . / 1 inch = 100 ft. Lo C r n � ice. Z �T. A' C 1 r CQ co C 6L (\2 CO C W -) �W Z rW� � ' P•1 V p .--1 Z W Owl LO rI 'qM, R vJ U W Y U) Q BRIAN C. MRYCHELI Lic, No, 035724 ,q, 1111212020 , REVISIONS DATE ITEM 10107116 PER COMMENT_ 12118118 PER COMMENTSIOWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1 " = 100' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C —2A �Z �W �W Z �W OW 0 0 LO C co c r+ C\I d C\2ccoo c\I co c b� �> o 0 z! o� a �cc a) c 0 �..; BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COWEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COWEN T DATE 04-27-2016 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C - 3 0 0 LO C r n co c ZC\I 1-4 �ccoo o� c�I c W ° "C: LU Z b� _ �.. .� a; Z p" ""d o OLu a ��+ W c) �cc (1) c 0i 0 U) Y U) Q BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G Ch N �w m REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C-3A / POND INSET \�\ VARIABLE WIDTH II \ SANITARY SEWER_ SEE I A-BOVE D I\ I I � I I -... '' / / 20' DRAINAGE / EASEMENT N/BMP 1 / / j /-57 N 6735133.05 / E 1505766.19_ - }- ST;n +02.68 / T Nam l 16' ACCESS J 2 -0 EASEMENT / D A STA:14+82.96 I I VARIABLE WIDTH I I I \ SANITARY SEWER 1 LVE I fi I i i M 20- EASEMENTAGEJ- r 57 N 6735133.05 / E 11505766.19_ - }- _---------STA:TS02.68 _/T ----- -C)(A VI� 16' ACCESSJ N Sr II EASEMENT y m rn C) 7 R?2 0 Z O Z7 omm I VARIABLE WIDTH DRAINAGE EASE ROAD LINE TABLE LINE LENGTH I BEARING L7 56.48' N11'39'55"W L2 77.49' N5634'24"W L3 377.63' N32'12'29"W L4 37.11' N59'57'12" W L5 38.95' N38'53'44"W L6 248.23' S36'12'55"W L7 554.25' S59-23-51"W L8 124.06' S76'06'49"W L9 114.89' S26'57'07"W L10 82.34' S3644'33"E L11 193.99' S3332'06"W L12 32.99' S0352'52"W L13 209.81' S38'51'25"E L14 164.20' N64'02'18"E 176.01' S56'27'S4"E 42.50' S02'19'16'W 1126.47' S51'O6'16"W I 225.99' N68'09'02"W 112.19' N41'29'53"W 35.08' S62'19'41"E VARIABLE WIDTH SWM/BMP & DRAINAGE i i I I I I I I I I I (1 19iJ I I I I I E4SEFAENT ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT Cl 213.13' 500.00' 24'25'24" 211.52' N23'52'37"W 108.21' C2 313.52' 400.00' 44'54'29" 305.55' N34'07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.0,7' N44'23'26"W 59.37' C4 266.34' 550.00' 27'4444" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21'03'29" 100.50' N49'25'28"W 51.11, 159.62' 1000.00' 9'O8'43" 159.45' S31'38'33"W 79.98' 242.76' 600.00' 23'10'S6" 241.11' S4748'23"W 123.07' K 116.70' 400.00' 16'42'58" 116.29' S67'45'20"W 58.77' 514.83' 600.00' 49'09'45" 499.18' S51'31'S9"W 274.46' 77.55' 600.00' 7'24'18" 77.49' S30'39'16"W 38.83' 306.64' 250.00' 70*16'39" 287.78' S01'36'14"E 175.96' C12 103.51' 200.00' 29'39'13" 102.36' S7842'29"W 52.94' C13 149.18' 200.00' 42*44'18" 145.75' S17'29'16"E 78.25' C14 207.68' 200.00' 5929'47" 198.48' S86'12'48"E 114.30' C15 205.20' 200.00' 5847'11" 196.32' S2704'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S26'42'46"W 136.03, C17 265.05' 250.00' 60'44'42" 252.81' S81-28-37"W 146.51' C18 176.31' 1 400.00' 25'15'14" 1 174.88' S49'42'04"E 89.61' 50' WIDTH AREA RESERVED FOR FUTL DEDICATION UPON DEMAND BY ALBEMARLE COUNTY YK/ / (d/G 1 1 LHI VE CONSTRUCTION 50' WIDTH AREA RF^FR./� Gfl., FQR ,cam' GIl-rA0-1I.X:U1 1 I u' o o10 v. / U' u U' LLJ -- z GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 18 0 a' Lo r n co c Z CQ �ccoo c�I 00 c W� -� C: Lu Z b .r f 11 0 %w Z p"rdo 1-4m u O a � CO W o,�� r� � cc V/ 00 O C 0 c; i BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTSIOWND 05117119 PER COMMENT 08127119 PER COWEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COWEN T DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3B i J r/.-}J"1..J•_ - - I _ - - - o o \ R212' : :::: �% /damVARIABLE WIDTH ♦ \ :25• .: _-� / \ ♦♦ \ SANITARY SEWER I I �- O J p \ / ... 0.:." " ,gw.•. P �31` \\ ♦♦♦; \ `.y_�. _':: .$E. O _:...•` \ :__:'_ _-. _.M1. - \ `` \\ ,\ - \\`__ _=-tea o po �\\\�J2 P-0 \\ ♦♦`\8;z5�. .:.e°�.::::. � ; •� i 1 I t O O 12 . .I • O O 41.E 11505422A�,,g22• .O.'.,.:.,':'' _ \ .D �• . _ .o. _ E III ° STA:17+84.i3 -. G� Q� 2 I ��i�'•1'/6+/E'''�±:6°ic4g `"'_ I I 20' DRAI E 4 C,S.`+lfQ�'�T� @dNCF�'i#:: 1I\ �EASEMENI\ \ SIGNS E 6505 7863 I I I MATCF -03B I> 8"PLUG END. , I STA:10+00.00 _ 135:�- I a 20' SANITARY / / I w > m .. o _-_ / I j 1 R�32' SEWER EASEMENTi 4'PLUG �J N 6I 28. 1 - 2"BLOWOFFLINE C-03C 1 p J 20' DRAINAGE 576 I I s / EASEMENT STA:17+ 1 004WM/13MP / N 6735133.05 N E 11505766.19_ - }- p' �t'... ".-. STOP SIGN x -STOP BAR -3 - STA 15T02.68 v.:.:. �.. , 7'x14' CONCRETE BUS SHELTER PAD VARIABLE WIDTH SANITARY SEWER x6"TEE _ W/ 6'x12� BUS EASEMENT U7 I I -u r-i 1---- f.! 3 .. y.. SHELTER 10'x25' CONCRETE i -FIRE"FYD . 16' ACCESS = v I ''Fi1'.b' BOARDING PLATFORM EASEMENT D -± X I� a 11.Z '" .. 'SE.. R112' DETECTFBL-E M O ;• t R75' 55 N 6735133.48 WAR SUIFFACE -:... -.V. / gg I 8"x6"TEE E 11505587.19 ................. �. Z O � 6" G.V. FIRE HYDRANT STA:13+77 Y J7 � i s ... ./� ':....'.'... T U . / - � 1 i m 16tUU VDOT YPE III BARRI ADE W/ M4 6 & m M4-7 IGNS PHASE I *0 ■ PHASE II D z 0 D / 10y00 9+90 1 06.39 ...... I I a a 6" G.V. 39 N 115053 1.31 w I 11 E 11505321.31 I FIRE HYDRANT ,STA:16+38.54 I 6-_ -_���� 38 6734750.57 20' SANITARY & 11505222.77 7 SEWER EASEMENT STA:15+32.23 O _ SEWER EASEMENT T 10 j / _� 12"x6"TEE 6" G.V. N 6734454.93 .SHgRE -'-- - - 12"x8„TEE FIRE HYDRA E 11504763.64 j I . 3l!v EI - - - 2 12 G.V. N 6734575.80 STA:19+50.16 RV 5 .'R35' .:."... b. PAlid. A.... --__- _ _ / SFFIAi::::....... ........�.'....:.: ......... .. � � " '----__ _ 8 E 11504927.28 .......-.'R2'..'.' .'.:.:.:.... D. .'W' ... ..V... _ ................:.:.:...::.:.:..... ... --'-STA:49+50.96 - - - 42"-1x28� V - - - ... ...... .... ......... -___ _ 2 " G.V. _ 8"PV - _ V 8 2 12 7E�... N ................... _ _ R8 CG-3 -_ �o:s. --___ .............. 9 - 1 3 .a 1. N 35 _ _ ...... i MPH DESIGN ................... . G- a. GS-7 i8.000.'. - -.... c O O O ° o ° O ° O ° 0 o ° O O 0 0 1 ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N1139'55"W L2 77.49' N56'34'24"W L3 377.63' N32'12'29"W L4 37.11' N59'57'12"W L5 38.95' N38'53'44"W L6 248.23' S36"12'55"W L7 554.25' S59'23'51"W 18 124.06' S76'06'49" W L9 114.89' S26'57'07"W L10 82.34' S3644'33"E L11 193.99' S33'32'06"W L12 32.99' S03'52'52"W L13 209.81' S38'51'25"E L14 164.20' N64'02'18"E L15 176.01' S56'27'54"E Lib 42.50' S02'19'16"W L17 1126.47S51'06'16"W L18 225.99' N68'09'02"W L19 112.19' N41'29'53"W L20 35.08' S62'19'41"E 8" PLUG - 2" BLOWOFF .; VDOT TYPE III BARRICADE +'�'S- 3 '•+:. W/ M4-6 & M4-7 SIGNS I- 8" PLUG eII 2" BLOWOFFVDOT TYPE 9 BARRICADE III W/ M4-6 & FUTURE M4-7 SIGNS APARTMENTS 61 N 6734631.07 E 11504690.74 LAND USE #220 STA:9+99.50 I II 8D� 16' ACCESS 1 9 EASEMENT - I I / I J I ' II � I � I f I ' � I ' I CD 10 I I'U U VARIABLE WIDTH I ' SWM/BMP & DRAINAGE-�-� EASEMENT I = 1 I I I Q' z I J I g ' I I_ I ' I ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 213.13' 500.00' 24`25'24" 211.52' N2352'37"W 108.21' C2 313.52' 400.00' 44'54'29" 305.55' N34'07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.07' N4423'26"W 59.37' C4 266.34' 550.00' 2744'44" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21'03'29" 100.50' N4925'28"W 51.11' C6 159.62' 1000.00' 9-08'43" 159.45' S313833"W 79.98' C7 242.76' 600.00' 23*10'56" 241.11' S47'48'23"W 123.07' C8 116.70' 400.00' 16'42'58" 116.29' S6745'20"W 58.77' C9 514.83' 600.00' 49"09'45" 499.18' S5131'59"W 274.46' C10 77.55' 600.00' 7 24'18" 77.49' S30'39'16"W 38.83' C11 306.64' 250.00' 70'16'39" 287.78' S0136'14"E 175.96' C12 103.51' 200.00' 2939'13" 102.36' S18'42'29"W 52.94' C13 149.18' 200.00' 42-44'18" 145.75' S17-29.16"E 78.25' C14 207.68' 200.00' 59'29'47" 198.48' S86'12'48"E 114.30' C15 205.20' 200.00' 5847'11" 196.32' S27'04'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S2642'46"W 136.03' C17 265.05' 250.00' 60'44'42" 252.81' S81'2837"W 146.51' C18 176.31' 400.00' 1 25-15'14" 1 174.88 S49-42'04"E 89.61- 1 1 1 ■ GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. i BRIAN C. MRYCHELI Lic: No: 035724 ,o, 1111212020 , T- O ti qq (� I� C;d �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3C c O O O ° o ° O ° O ° 0 o ° O O 0 0 1 ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N1139'55"W L2 77.49' N56'34'24"W L3 377.63' N32'12'29"W L4 37.11' N59'57'12"W L5 38.95' N38'53'44"W L6 248.23' S36"12'55"W L7 554.25' S59'23'51"W 18 124.06' S76'06'49" W L9 114.89' S26'57'07"W L10 82.34' S3644'33"E L11 193.99' S33'32'06"W L12 32.99' S03'52'52"W L13 209.81' S38'51'25"E L14 164.20' N64'02'18"E L15 176.01' S56'27'54"E Lib 42.50' S02'19'16"W L17 1126.47S51'06'16"W L18 225.99' N68'09'02"W L19 112.19' N41'29'53"W L20 35.08' S62'19'41"E 8" PLUG - 2" BLOWOFF .; VDOT TYPE III BARRICADE +'�'S- 3 '•+:. W/ M4-6 & M4-7 SIGNS I- 8" PLUG eII 2" BLOWOFFVDOT TYPE 9 BARRICADE III W/ M4-6 & FUTURE M4-7 SIGNS APARTMENTS 61 N 6734631.07 E 11504690.74 LAND USE #220 STA:9+99.50 I II 8D� 16' ACCESS 1 9 EASEMENT - I I / I J I ' II � I � I f I ' � I ' I CD 10 I I'U U VARIABLE WIDTH I ' SWM/BMP & DRAINAGE-�-� EASEMENT I = 1 I I I Q' z I J I g ' I I_ I ' I ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 213.13' 500.00' 24`25'24" 211.52' N2352'37"W 108.21' C2 313.52' 400.00' 44'54'29" 305.55' N34'07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.07' N4423'26"W 59.37' C4 266.34' 550.00' 2744'44" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21'03'29" 100.50' N4925'28"W 51.11' C6 159.62' 1000.00' 9-08'43" 159.45' S313833"W 79.98' C7 242.76' 600.00' 23*10'56" 241.11' S47'48'23"W 123.07' C8 116.70' 400.00' 16'42'58" 116.29' S6745'20"W 58.77' C9 514.83' 600.00' 49"09'45" 499.18' S5131'59"W 274.46' C10 77.55' 600.00' 7 24'18" 77.49' S30'39'16"W 38.83' C11 306.64' 250.00' 70'16'39" 287.78' S0136'14"E 175.96' C12 103.51' 200.00' 2939'13" 102.36' S18'42'29"W 52.94' C13 149.18' 200.00' 42-44'18" 145.75' S17-29.16"E 78.25' C14 207.68' 200.00' 59'29'47" 198.48' S86'12'48"E 114.30' C15 205.20' 200.00' 5847'11" 196.32' S27'04'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S2642'46"W 136.03' C17 265.05' 250.00' 60'44'42" 252.81' S81'2837"W 146.51' C18 176.31' 400.00' 1 25-15'14" 1 174.88 S49-42'04"E 89.61- 1 1 1 ■ GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. i BRIAN C. MRYCHELI Lic: No: 035724 ,o, 1111212020 , T- O ti qq (� I� C;d �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3C 1 ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N1139'55"W L2 77.49' N56'34'24"W L3 377.63' N32'12'29"W L4 37.11' N59'57'12"W L5 38.95' N38'53'44"W L6 248.23' S36"12'55"W L7 554.25' S59'23'51"W 18 124.06' S76'06'49" W L9 114.89' S26'57'07"W L10 82.34' S3644'33"E L11 193.99' S33'32'06"W L12 32.99' S03'52'52"W L13 209.81' S38'51'25"E L14 164.20' N64'02'18"E L15 176.01' S56'27'54"E Lib 42.50' S02'19'16"W L17 1126.47S51'06'16"W L18 225.99' N68'09'02"W L19 112.19' N41'29'53"W L20 35.08' S62'19'41"E 8" PLUG - 2" BLOWOFF .; VDOT TYPE III BARRICADE +'�'S- 3 '•+:. W/ M4-6 & M4-7 SIGNS I- 8" PLUG eII 2" BLOWOFFVDOT TYPE 9 BARRICADE III W/ M4-6 & FUTURE M4-7 SIGNS APARTMENTS 61 N 6734631.07 E 11504690.74 LAND USE #220 STA:9+99.50 I II 8D� 16' ACCESS 1 9 EASEMENT - I I / I J I ' II � I � I f I ' � I ' I CD 10 I I'U U VARIABLE WIDTH I ' SWM/BMP & DRAINAGE-�-� EASEMENT I = 1 I I I Q' z I J I g ' I I_ I ' I ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 213.13' 500.00' 24`25'24" 211.52' N2352'37"W 108.21' C2 313.52' 400.00' 44'54'29" 305.55' N34'07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.07' N4423'26"W 59.37' C4 266.34' 550.00' 2744'44" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21'03'29" 100.50' N4925'28"W 51.11' C6 159.62' 1000.00' 9-08'43" 159.45' S313833"W 79.98' C7 242.76' 600.00' 23*10'56" 241.11' S47'48'23"W 123.07' C8 116.70' 400.00' 16'42'58" 116.29' S6745'20"W 58.77' C9 514.83' 600.00' 49"09'45" 499.18' S5131'59"W 274.46' C10 77.55' 600.00' 7 24'18" 77.49' S30'39'16"W 38.83' C11 306.64' 250.00' 70'16'39" 287.78' S0136'14"E 175.96' C12 103.51' 200.00' 2939'13" 102.36' S18'42'29"W 52.94' C13 149.18' 200.00' 42-44'18" 145.75' S17-29.16"E 78.25' C14 207.68' 200.00' 59'29'47" 198.48' S86'12'48"E 114.30' C15 205.20' 200.00' 5847'11" 196.32' S27'04'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S2642'46"W 136.03' C17 265.05' 250.00' 60'44'42" 252.81' S81'2837"W 146.51' C18 176.31' 400.00' 1 25-15'14" 1 174.88 S49-42'04"E 89.61- 1 1 1 ■ GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. i BRIAN C. MRYCHELI Lic: No: 035724 ,o, 1111212020 , T- O ti qq (� I� C;d �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3C 8" PLUG - 2" BLOWOFF .; VDOT TYPE III BARRICADE +'�'S- 3 '•+:. W/ M4-6 & M4-7 SIGNS I- 8" PLUG eII 2" BLOWOFFVDOT TYPE 9 BARRICADE III W/ M4-6 & FUTURE M4-7 SIGNS APARTMENTS 61 N 6734631.07 E 11504690.74 LAND USE #220 STA:9+99.50 I II 8D� 16' ACCESS 1 9 EASEMENT - I I / I J I ' II � I � I f I ' � I ' I CD 10 I I'U U VARIABLE WIDTH I ' SWM/BMP & DRAINAGE-�-� EASEMENT I = 1 I I I Q' z I J I g ' I I_ I ' I ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 213.13' 500.00' 24`25'24" 211.52' N2352'37"W 108.21' C2 313.52' 400.00' 44'54'29" 305.55' N34'07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.07' N4423'26"W 59.37' C4 266.34' 550.00' 2744'44" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21'03'29" 100.50' N4925'28"W 51.11' C6 159.62' 1000.00' 9-08'43" 159.45' S313833"W 79.98' C7 242.76' 600.00' 23*10'56" 241.11' S47'48'23"W 123.07' C8 116.70' 400.00' 16'42'58" 116.29' S6745'20"W 58.77' C9 514.83' 600.00' 49"09'45" 499.18' S5131'59"W 274.46' C10 77.55' 600.00' 7 24'18" 77.49' S30'39'16"W 38.83' C11 306.64' 250.00' 70'16'39" 287.78' S0136'14"E 175.96' C12 103.51' 200.00' 2939'13" 102.36' S18'42'29"W 52.94' C13 149.18' 200.00' 42-44'18" 145.75' S17-29.16"E 78.25' C14 207.68' 200.00' 59'29'47" 198.48' S86'12'48"E 114.30' C15 205.20' 200.00' 5847'11" 196.32' S27'04'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S2642'46"W 136.03' C17 265.05' 250.00' 60'44'42" 252.81' S81'2837"W 146.51' C18 176.31' 400.00' 1 25-15'14" 1 174.88 S49-42'04"E 89.61- 1 1 1 ■ GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. i BRIAN C. MRYCHELI Lic: No: 035724 ,o, 1111212020 , T- O ti qq (� I� C;d �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3C 1 1 1 ■ GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. i BRIAN C. MRYCHELI Lic: No: 035724 ,o, 1111212020 , T- O ti qq (� I� C;d �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3C REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-3C 1 I \ •Tyr -r / - tip \ \ ` O BRI EIII I �. Z I 4�� ;•:�. W �_ \ C) slcNs I /�_ _\\ \ CC�2 00 C C: 11 TD I I I ( _) _ ///� h � ��'� \��� :• I© ,,-II " D 11 1 i j -i__��....ocC\2,•-. I I 6 - co d4 -V -STOP BAR 3 ` I I - 7 - � � 00 C _ - - - SPEED 7'x14' CONCRETE BIKE LANE t' LIMIT BUS SHELTE(D R PAD W/ 6'x12' BUS E EN -� N R w £ 2 5 SHELTER \ PATXWAY D® _ - -_ _ 1� ^� •' I C --- con In, I t uj 10'x2 CONCRETE �� �� �,;•,.>.� � s ___________ _ -- ) PARK �•�r� BOAR ATFORM' r•I Lfj • o I ;. 5� WARN ACE --co -- ---- ------ J mm I/ Jam/ /W/ ' - - - - -- \��� L .,-I�C) or w/ W a �O 4 / - dM�r w D _ � OLU � DESIGN BIKE LANE GS_ 7 i8, 000 VPPEED B • s'. w' J � C 2016 ROAD & BRIDGE STANDARDS PATTERNS OF LONGITUDINAL LINES THRU LANES: USE BROKEN LINE (10'LINE SEGMENTS / 3O'GAPS). TAPERS MORE THAN 100'z USE DOTTED EXTENSION (2-LINE SEGMENTS / 4'GMS). TAPERS 100-OR LESS: DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED N THE CONTRACT DOCUMENTS, 10-WHITE LINE SEGMENT 30GAP , YELLOW EDGE LINE --- 4' MIN. 30'MAX, BOTTOM OF ARROW AT BEGINNING OF FULL WIDTH TURN LANE. 4'I 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 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. SPECIFICATERENCION TYPICAL PAVEMENT MARKING �vooT REFE ROAD WD BRIDGE STANDARDS D4 UNSIGNALIZED INTERSECTIONS REVISION DATE I SHEET El of 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1330.30 PM-3 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LINE WIDTH 16" MIN.1 CROSSWALK WIDTH M MINI AS SPECIFIED IN THE CONTRACT DOCUMENTS CROSSWALK WIDTH (TRANSVERSE LINES) 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD MD THE VIRGINIA SUPPLEMENT TO THE MUTC1NMILESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. THE LOCATION. WIDTH, MD 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 ME SPECIFIED FOR THE CROSSWALK, THE LONCITUDINQ LINES SHNL BE PARALLEL TO THE PATH OF THRU TRAFFIC. 5. CAPS BETWEEN LONGITUDINAL LINES SHALL BE BETWEEN 2 - 5 FEET. GAP SPACING MAY VARY IN ORDER TO ALIGN LINES SUCH THAT THEY ME OUTSIDE THE WHEEL PATHS OF THRU TRAFFIC. THE FIRST MD LAST LINES SHALL BE 2'MAXIMUM FROM EDGE OF SHOULDER OR EDGE OF GUTTER PAN. SOLID WHITE LINE 6" MIN. 2' MAX SEE NOTE 5 WIDTH UNLESS OTHERWISE SEE NOTE 5 2 MAX. 24" SOLID SPECIFIED IN THE CONTRACT WHITE LINE WHITE SOLID DOCUMENTS WHITE LINE CROSSWALK CROSSWALK WIDTH (6' WIDTH (6' I I I CROSSWALK 11 MIN.) AS MIN.) AS WIDTH 06' SPECIFIED SPECIFIED MINI AS4'4' MIN. IN THE 4'MINCONTRACT. IN THE ONTRACT d'MIN . IN THE SPAS E DOCUMENTS SPACE CDOCUMENTS SPACE CONTRACT DOCUMENTS TRANSVERSE LINES LONGITUDINAL LINES LONGITUDINAL LINES AT SKEWED INTERSECTIONS (SEE NOTE 4) XV DOT ROAD AND BRIDGE STANDARDS SHEET 4 OF 4 REVISION DATE 1330.33 NEW 01/15 CROSSWALK MARKINGS VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SPECIFICATION REFERENCE 704 2016 ROAD & BRIDGE STANDARDS PM-6 50' TO 2"' OF DOTTED SEE SHEET 1 LINE (2'LINE SEGMENT / FOR NOTES. 4' GAP) IF RIGHT TURNS ME PERMITTED 6' I Aw SEE NOTES 4 MD 5 MINOR INTERSECTION SEE NOTES 4 MD 5 NO EDGE LINE REQUIRED ON RIGHT EDGE OF BICYCLE LANE I 50' TO 200' OF DOTTED WHERE CURB IS PRESENT LINE (2 LINE SEGMENT / UNLESS OTHERWISE SPECIFIED IN I 4'GAP) F RIGHT TURNS MARKED SHARED LANE THE CONTRACT DOCUMENTS. I ME PERMITTED E%AMPLE OF APPLICATION E%MAPLE OF APPLICATION WHERE PARKING 15 PROHIBITED WHERE PARKING 15 PERMITTED 50' TO 200' OF DOTTED 6" WHITE LINE NOTES( LINE (2. LINE SEGMENT / 4' GAP) IF RIGHT TURNS 4" WHITE LINE ME PERMITTED I 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, MD 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 M 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 MD M OUTSIDE I TRAVEL LANE LESS THAN 14' WIDE, THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST 4' FROM THE OPTIONAL DOTTED FACE OF CURB, OR FROM THE EDGE OF PAVEMENT WHERE LINE FOR BUS 50' TO 200' OF DOTTED THERE IS NO CURB. STOPS IMMEDIATELY 1 LINE (2' LINE SEGMENT / BEYOND THE 4•GAPI IF RIGHT TURNS 6.SEE PM-10 FOR SHARED LANE MARKING SYMBOL DETAILS. INTERSECTION I I ARE PERMITTED SPECIFICATION A COPY OF THE ORIGINAL SEALED MD SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. xVDDT REFERENCE TYPICAL PAVEMENT MARKING ROAD WD BRIDGE STANDARDS BICYCLE LANE AND MARKED SHARED LANE REVISION DATE SHEET 2 OF 2 704 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1330.61 nn4c onnn a oolnn_v crAKlnnonc 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 O 6" SOLID WHITE LANE LINE 6' 10-WHITE LINE SEGMENT PARKING BIKE MOTOR VEHICLE LANES BIKE (SEE NOTE 5) LANE LANE PARKING 5'MIN. 'MIN. ISEE NOTE 5) 12'MIN. 12'MIN. 4' MIN 6" SOLID WRITE LANE LINE 6' BI.� BIKE BIKE MOTOR VEHICLE LANES BIKE SEE NOTE 2 LANE LANE 6' WIN. 5' MIN. 6" SOLID MITE LANE LINE �GUARDRAL 6" WHITE LINE BIKE MOTOR VEHICLE LANES BIKE LANE LANE 4' MIN. 5' MIN. (SEE NOTE 6) (SEE NOTE 61 TYPICAL BIKE LANE CROSS SECTIONS 2'WHITE LINE SEGMENT US" WIDE) I ��n��c• 50' MIN. NOTES: I 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS. THE MUTCD, MD THE VIRGINIA SUPPLEMENT TO THE MUTCD. UNLESS I I OTHERWISE SPECFED IN THE CONTRACT DOCUMENTS. 2. PAVEMENT MARKINGS CONSISTING OF BICYCLIST THRU ARROW MD HELMETED I�L 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 WFROM THE I 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'N LENGTH. 3. BICYCLE LANE SYMBOLS SHALL BE PLACED A MAXIMUM OF 500' APART. 4. SEE PM-10 FOR HELMETED BICYCLIST SYMBOL MD ARROW DETAILS. 5, PARKING LANE WIDTH SHALL BE 7' FOR RESIDENTIAL STREETS MD 6' FOR SEE NOTE 2 6. COMMERCIAL MD MIXED -USE STREETS. REFER TO THE VDOT ROAD DESIGN MANUAL I FOR ADDITIONAL REQUIREMENTS. O 6. DELINEATING BICYCLE LANES WITHIN THE LIMITS OF A REQUIRED PAVED SHOULDER AREA IS NOT PERMITTED. �VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 6 ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TYPICAL PAVEMENT MARKING REFERENCE ROAD MD BRIDGE STANDARDS BICYCLE LANE VIRGINIA DEPARTMENT OF TRANSPORTATION 704 SHEET IOF 2 REVISION DATE O1/15 370.60 2016 ROAD & BRIDGE STANDARDS /1R AQ TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH QB TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' LINE, 4' SPACE) Q TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 8" WIDTH (2' LINE, 2' SPACE) Q TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH Q PAVEMENT SYMBOL MARKING (HELMETED BICYCLIST) TYPE B, CLASS II Q PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. BRIAN C, MIifCHELI Lic, No. 035724 A 1111212020 t O r - q� w q v1 O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07/31/2020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 S'dE'E l • # C - 3D I 0 0 0 0 0 0 1 r 1 SWM/BMP 3 r1 1� ° p ° cE °° ° o ° ° ° ° °° o \ 0 \\` 0 0 ° 0 ° ° 00 0 0 0 0 0\ 0 0 0 0 0 o 0 0 / 50 WIDTH AREA 0 0 RESERVED FOR FUTURE \ / 0 0 DEDICATION UPON 0 DEMAND BY 4 ALBEMARLE COUNTY / 10' TEMPORARY \ \ CONSTRUCTION / \ EASEMENT \\ \ \ 4 0 0 / ° ° °� / lsM / / / / / / / / / / / / / Q TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH QB 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) QE TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH (D PAVEMENT SYMBOL MARKING (HELMETED BICYCLIST) TYPE B, CLASS II OQ PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 0 LO C\2 �j co C Z N� a co � C\2 ao C W co c Cw ;01 Z �pp , rn O '-+ �+ G� 'd p +: Z•.a � CA U W o CO �...I� w a O 14 � CO W oLO ��� '41, cc a �= i 0 CO a BRIAN C, MIifCHELI Lic, No. 035724 A 1111212020 t 0 T_ q� q W o� REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENTS 08127119 PER COMMENTS 07/31/2020 PER 0 WNER 11 12 2020 PER COMMENTS DATE 04-27-2016 SCALE 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 SHEE 1. # C - 3E 455 450 445 440 435 430 425 420 415 410 470 465 460 455 450 445 440 435 430 425 420 415 410 F- - N❑RTHSIDE DRIVE STREAM CR❑SS—SECTI❑N AA (L❑❑KING WEST) PROPOSED STONE WALL ENDING AS REQUIRED BY VDOT & COUNTY N❑RTHSIDE DRIVE EAST - J _/L �.r� FLAT BRANCH 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 BY VDOT & COUNTY BB N❑RTHSIDE DRIVE STREAM CR❑SS—SECTI❑N BB (L❑❑KING NORTH) �- �- BFLAT RANCH --- w 0 w 0 (N x Of 0 0 z US 29 NORTH PLEASE NOTE THAT THE ROAD WAY DESIGN IS UNDER REVIEW BY VDOT, WHO MAY ALSO DICTATE CERTAIN REQUIREMENTS FOR THE STREAM CROSSING ROADWAY (PARTICULARLY REGARDING THE GUARD RAIL), WHICH MAY ALSO ALTER APPEARANCE OF THE ROADWAY AND THE CULVERT, N❑RTHSIDE DRIVE EAST BRIAN C, MI6rCHELI Lic, No. 035724 A 1111212020 t O T_ ti �l C� REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENT 08127119 PER COMMENT 07/31/2020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE NO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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' / ' --� ��__ illliilllill ll//r /r'- IIIIII\\/ 1 IJill �/ / / / I Culvert Analysis Report Culvert Analysis Report , l \\ \ 11 I 1 \\\ Culvert-1 Culvert-1 � \ , 1 \ ` 1�.` CUMrtSummsY Cuhert Summery- /' I Intel Conbul HW Eevr d .08 fl TellIsadereElavetlon B20.00 WA ft Inl�e ConMputaol H HW El.. eadwater Elea 421. 3 ft TailwaleeElevation 4T0M cis NIA ft I I I 1 I Outlet Control HW Elev. 424.]9 ft Conhol Type Enhance Control 00st Control HW Elev. 422A4 4 Control Type Entrance Control Heatlwater DeplhMelght 1.2] Heatlwater DepWHelght 0.87 _ 1 - -I\ I\ 11 \\ 11 1 aetla,d Utpubeam ln,etl 41 ].m It Downstream Invert 412.00 ft U bream (mart 417.20 ft Downstream Invert 412.00 ft i Lergth 349.54 % ConsWoletl Sbpe 0.014066 %/% LengM 349.54 ft Conatruoletl Slope 0.014088 thfl It hydraulic Hydraulb loofib 't/ N ProfileDePth, S2 Downstream 2.3 ro ft Pflla 52 Depth, Downstream 1.87 ft Slope Type Steep Normal Depth 2.74 ft Slope Type St.p Name) Depth 1.65 R- // Mq//y Flow Regime SupmDepth eNoal Critical 4.0 ft I Regime Supercritical Ctltiml Depth 2.N ft / / I velocity Downstream 18.09 We critical Slope 0.004021 fail WWI Downstream 15.72 Na Critical Slope 0.N3599 RM � �/,t/ '-- ---- - - ,� °• \ ' \ \\ /\\I / I I \ r �A/�l / / I I I 6ection Secion-'-----=___ ✓ I I I I I I Seation Shape Sox Mannings Coefficient 0.013 Section Shape Box Manninga Coefficient 0.013 ' //--------- Section Material Concrete Span 8.00 It section Materiel Donoreb Se.00 en 6ft / ✓ ! 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BRIAN C. MRYCHELI Lic, No, 035724 11 12 2020 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 0910112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE I " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-4C r-------------------- --- 0 -- ///// ` - -____--- __- --_- ______\ \ \ \ \ \ \ \ \ I it -/ - - - - - - - - - - - - - --' , 1 I _ / .-- ---- \ - - - I� �t \c \ \\ \, \— , \ — if \ — \— \-- \- ♦ \ -73,40 .2 __ _ 1 - \ - 1 ------------ -------------- l_ ' ,__ . \ ________ \_ \ \ \ \ --- , I I I 1 1 1 / l l / I I 1 \ I' 1 l l I I I 1 1 1 1 1 1 1 III I I I I 1 1 /� // l •1 l/ j i/ j \\ I I I I 1 1 1 IIIIIIIIII111111 III I I I I 1 1 // /// 1 \ 11 � l l l 11 I I I I I 11 I �;I I I I Il jjllll I I III I I I I I 11/% // 11 1 I ; `♦\ ♦. 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ZC� 1-4 O N �coc LL N CAI 00 C Wc:w '^ 0 U O Lio�CO O a ��+ IL LO o ,may.1 ycc i••I Z.s BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .,, REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 0910112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1 " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C-4D DRAINAGE STRUCTURE TABLE Stmcture# Type 101ILE INV IN INVOUf INLETSPREAD SLOPE NOSE HEIGHT OF STRUCTURE STEPS/SAFETY SLABS 1 MOD. EW-7S - 2 PIPE 377.85 12TW? BOXCULVERT 120'x72' BOX VDOTSPEC 418,00 413.0D 0.0132 2A PIPE 368.36 1217WT BOXCULVERT 120'x72' BOX VDOTSPEC 41750 412.50 0.0136 3 MOD. EW-7S - 4 NOSTRUCTURE 5 MOD. EW-21 UPPER HEADWALLON PEDESTRIAN TUNNEL 6 PIPE 1 124.19 PEDESTRIAN TUNNEL 96ATBOX VDOTSPEC 7 MOD. EW-21 LOWERHEADWALLONPEDESTRIAN TUNNEL 8 NOSTRUCTURE 9 EW-2 10 PIPE 1 235.92 24 RCP CLASS V 449.50 431.50 0.0763 11 EW-2 12 NOSTRUCTURE 13 EW-2 1 1 440.50 14 NOSTRUCTURE 15 NOSTRUCTURE 16 PIPE 273.95 36 1 RCP CLASS VI 1440.50 1 433.00 1 1 0.0274 17 EMS I 1 1433.00 18 NOSTRUCTURE 19 EMS I I I 1 460.00 20 PIPE 229.74 36 1 RCP CUSS VI I 4W.00 I 444.0D 1 0.0696 21 EW2 I 1 1 444.00 22 NOSTRUCTURE 23 DI3B 6.00 STEPS REQ. 459.05 452.05 7.00 24 PIPE 5752 15 RCP CLASS III 452.05 451.76 0.0050 25 DI3B 6.00 STEPS REQ. 459.18 451.66 7.52 26 PIPE 121A 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 450.10 449.65 0.0050 29 DI3CC STEPS REQ. 454.05 445.95 8.09 3D PIPE 63.25 15 RCP CLASS III 445.96 443.43 31 DI X 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 DI3B 10.00 STEPS REQ. - 46679 46D.52 6.27 34 PIPE 52.33 15 RCP CLASS III 46D.52 459.86 0.0126 35 DI3BB SAFETY SLAB REQ. - 467.21 455.0D 12.21 36 PIPE 158.01 15 RCP CLASS III 455.00 441.3D 0.0867 37 MH-1 STEPS REQ, 446.00 43920 6.80 38 PIPE 1 16.31 1 1 15 1 RCP CUSS 1111 1 0.20 1 6.04 0.0100 39 EW-1 40 NOSTRUCTURE 41 DI3B 8.00 STEPS REQ. 469.53 46228 7.25 42 PIPE 55.98 15 RCP CLASS III 462.28 462,00 43 DI3BB STEPS REQ. 469.53 460.0D 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 CUSS III 443.09 441.30 49 DI3B 8.00 STEPS REQ. - 520.68 513.29 7.39 50 PIPE 42.55 15 RCP CUSS III 513.29 513.08 0.0050 51 DI3B 12.00 STEPS REQ. 519.94 512.98 6.96 52 PIPE 99.42 15 RCP CLASS III 512.98 508.01 0.0500 53 DI3B ROD STEPS REQ. 513.93 507.91 6.02 54 PIPE 40.00 15 RCP CLASS III 507.91 506.31 55 DI3B ROD STEPS REQ. 513.88 506.21 7.67 56 PIPE 351.38 15 RCP CUSS III 506.21 496.65 0.0272 57 DI3B 10.00 STEPS REQ. 501.52 496.55 4.97 58 PIPE 84.78 15 RCP CUSS III 496.55 492.02 0.0534 59 MH-1 SAFETY SUB REQ. 496.10 482.27 13.83 6D PIPE 45.31 18 RCP CUSS III 482.27 480.0D 0.0500 61 MOD. EW-2 - 62 NOSTRUCTURE 63 DI3B 14.00 STEPS REQ. 501,52 497.01 4.51 64 PIPE 40.00 15 RCP CUSS III 497.01 496.65 0.0090 65 DI-7 STEPS REQ. 498.45 489.25 9.20 66 PIPE 74.03 15 RCP CUSS III 489.25 487.03 0.0300 67 DIX 12.00 STEPS REQ. 495.51 487.57 7.94 68 PIPE 40.00 15 RCP CUSS III 487.57 487.33 0.0060 69 DI3CC STEPS REQ. 495.51 487.23 8.28 70 PIPE 26.68 15 RCP CUSS III 487.23 487.02 0.0080 71 DI3CC STEPS REQ. - 520.21 512.03 8.18 72 PIPE 42.57 15 RCP CUSS III 512.03 511.61 0.0100 73 DI3BB STEPS REQ. 520.21 511.51 8.70 74 PIPE 56.56 15 RCP CUSS III 511.51 510.94 0.0100 75 DI -MA STEPS REQ. 519.40 510.69 8.71 76 PIPE 272V 18 RCP CUSS III 510.69 494.32 0.0600 77 DI3BB STEPS REQ. - 498.98 490.27 8.71 78 PIPE 113.53 18 RCP CUSS III 490.27 488.00 0.0200 79 DI3BB STEPS REQ. 495.30 486.0D 9.30 8D PIPE 229.10 24 RCP CUSS III 486.00 481.10 0.0214 81 WEB STEPS REQ, 488.38 4812 7.38 82 PIPE 185.03 24 RCP CUSS III 481.00 473.0D 0.0432 83 DI38 10.00 STEPS REQ, 478.50 471.07 7.43 84 PIPE 80.17 24 RCP CUSS III 471.07 470.27 0.0100 85 DI X 10.00 STEPS REQ. 476.90 470.17 6.73 86 PIPE 80.11 30 RCP CUSS III 470.17 469.53 0.00B0 87 DI3BB STEPS REQ. 478.17 469.43 8.74 88 PIPE 56.64 30 RCP CUSS III 469.43 468.86 0.0100 89 DI3BB STEPS REQ. - 478.26 468.76 9.50 90 PIPE 166.38 30 RCP CUSS III 468.76 467.43 0.0080 91 DI3BB STEPS REQ, 478.38 467.33 11.05 92 PIPE 133.39 30 RCP CUSS III 467.33 466.0D 0.0100 93 DI3BB STEPS REQ. 475.04 465.9D 9.14 94 PIPE 252.00 30 RCP CUSS III 465.90 460.0D 0.0234 95 DI3CC SAFETY SUB REQ. 467.92 448.65 19.27 96 PIPE 43.19 30 RCP CUSS III 448.65 448.26 0.0090 97 MH-1 SAFETY SUB REQ. 46D.25 444.26 15.99 98 PIPE 57.03 30 RCP CUSS III 444.26 443.75 0.0090 99 MH-1 SAFETY SUB REQ. I 45D.251 434.50 15.75 10D PIPE 45.61 30 RCP CUSS 1111 1 434.50 433.00 0.0329 101 EW-2 102 NOSTRUCTURE 103 DI3B 14.00 STEPS REQ. 524.04 517.04 7.00 104 PIPE 52.49 15 RCP CUSS III 517.04 514.94 0.0400 105 DI3B 8.00 STEPS REQ. - 522.47 514.84 7.63 106 PIPE 53.14 15 RCP CUSS III 514.84 512.71 0.0400 107 DI3A 2.50 STEPS REQ. - 519.40 512.61 6.79 108 PIPE 40.00 15 RCP CUSS III 512.61 512.41 0.0050 109 DI3B 10.00 STEPS REQ. 500.47 493.22 7.25 110 PIPE 1 48.36 15 RCP CUSS 1111 1 0.22 1 492.98 1 0.0050 DRAINAGE STRUCTURE TABLE Structure # Type LENGTH COMMENTS DIAMETER MATERIAL OP ELE INV IN INV OUT 111 DI3B 6.00 STEPS RED. 495.40 488.20 7.20 112 PIPE 40.28 15 RCP CLASS III 488.20 488.00 0.0050 113 DI3B 8.00 STEPS RED. 478.59 471.39 7.20 114 PIPE 43.22 15 RCP CLASS III 471.39 471.17 0.0050 115 DI3B 8.00 STEPS RED. 475.11 467.28 7.83 116 PIPE 56.12 15 RCP CLASS III 467.28 467.00 0.0050 117 DI3B 10.00 STEPS RED. 487.53 480.53 7.00 118 PIPE 44.00 15 RCP CLASS III 480.53 480.09 0.0100 119 DI3BB STEPS REQ. 487.61 479.34 8.27 120 PIPE 53.37 24 RCP CLASS III 479.34 478.81 0.0100 121 DI3BB STEPS REQ. 487.96 478.71 9.25 122 PIPE 56.03 24 RCP CLASS III 478.71 478.37 0.0060 123 DI3BB STEPS REQ. 487.96 477.87 10.09 124 PIPE 281.55 30 RCP CLASS 1111 477.87 466.61 0.0400 125 DI3BB STEPS REQ. 477.19 466.51 10.68 126 PIPE 249.77 30 RCP CLASS III 466.51 459.01 0.03D0 127 DI3BB STEPS REQ. 468.46 458.91 9.55 128 PIPE 112.41 30 RCP CLASS III 458.91 457.79 0.0100 129 ME 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 DISC 10.00 STEPS REQ. 467.8D 460.8D 7.00 132 PIPE 66.82 15 RCP CLASS III 460.80 460.47 0.0050 133 DI3B 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 DI3B 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 DI3A 2.50 STEPS REQ. 516.e9 510.43 6.26 138 PIPE 152.97 15 RCP CLASS III 510.43 496.00 0.0943 139 DI3B 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 DIM 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. 498.45 489.08 9.37 146 PIPE 132.67 24 RCP CLASS III 489.08 487.36 0.0130 147 D13BB - STEPS REQ. 495.87 486.56 9.31 148 PIPE 78.87 24 RCP CLASS III 486.56 485.84 0.0091 149 DI3B 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 DI3B 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 DI3CC 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 DI3B 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 DISC 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 DISC 6.00 STEPS REQ. 496.90 491.65 5.25 164 PIPE 47.34 15 RCP CLASS III 491.65 490.70 0.0200 165 DI3B 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 DI3B 8.00 STEPS REQ. 497.70 490.10 7.60 168 PIPE 49.38 15 RCP CUSS III 490.10 489.61 0.0100 169 DI3B 8.00 STEPS REQ. 496.00 488.11 7.89 170 PIPE 40.18 15 RCP CUSS III 488.11 487.31 0.0200 171 DI3B 12.00 STEPS REQ. 481.41 474.39 7.02 172 PIPE 40.02 15 RCP CUSS III 474.39 474.19 0.0050 173 DI3B 10.00 STEPS REQ. 477.16 470.77 6.39 174 PIPE 62.97 15 RCP CUSS III 470.77 470.14 0.0100 175 DISC 10.00 STEPS REQ. 511.87 504.37 7.50 176 PIPE 40.35 15 RCP CUSS III 504.37 504.17 0.0050 177 DISC 14.00 STEPS REQ. 511.81 5IXi.92 1.95 178 PIPE 22.31 18 RCP CUSS III 503.92 503.70 0.0100 179 MH-1 STEPS REQ. 511.50 503.60 7.90 180 PIPE 113.07 18 RCP CUSS III 503.60 502.20 0.0123 181 MH•1 CAST -IN -PUCE 506.00 502.10 3.90 182 PIPE 20.85 18 RCP CUSS III 502.10 502.00 O.OWO 183 EW1 184 NO STRUCTURE 185 DISC 8.00 483.54 480.27 3.27 186 PIPE 56.01 15 RCP CUSS III 480.27 479.99 0.0050 187 DISC 14.00 483.54 479.89 3.65 188 PIPE 169.E 15 RCP CUSS III 479.89 478.28 0.0095 189 DI3CC STEPS REQ. 486.00 478.18 7.82 190 PIPE 52.10 15 RCP CUSS 111 478.18 477.39 0.0152 191 DI3BB - STEPS REQ. 486.57 477.29 9.28 192 PIPE 43.44 15 RCP CUSS 111 477.29 476.63 0.0152 193 DI3BB STEPS REQ. 486.57 476.38 10.19 194 PIPE 127.54 18 RCP CUSS III 476.38 475.20 0.0092 195 DI3BB STEPS REQ. 482.23 475.10 7.13 196 PIPE 90.68 18 RCP CUSS III 475.10 469.29 0.0641 197 DI - SAFETY SUB REQ. 480.91 466.71 14.20 198 PIPE 74.22 18 RCP CUSS 1111 1 466.71 1 455.58 1 1 0.1500 199 MH-1 SAFETY SUB REQ. 461.501 1 445.15 1 16.35 200 PIPE 45.17 18 RCP CUSS III 445.15 1 444.25 1 0.0200 201 EW-1 202 NO STRUCTURE 203 DISC 6.00 STEPS REQ. 480.91 473.91 7.00 204 PIPE 40.07 15 RCP CUSS III 473.91 473.71 0.0050 205 RISER - W RISER 206 PIPE 86.02 WITH 0-RING GASKET 42 RCP CUSS III 436.30 433.00 0.0388 207 EW-2 208 NO STRUCTRE 209 RISER 60' RISER 210 PIPE 111.55 WITH 0-RING GASKET 1 42 IRCP CUSS N 426.00 1 418.00 1 0.0717 211 EW-2 �Z �W C:Uj Z �W OW 0 0 LO C co C --� CQ T. C\2coC) C\2 c C � �+ cn C� 'J O .� - Ri"dO T. 0 ;zl CO o LCO O �� co m� R �0 O C 0 Z-% i BRIAN C. NIIfCHELI Lic, No, 035724 q, 11/12/2020 .i REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1 " = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-4D i - - - - - - - - -- 11 - 1 �/ i i i i i i /'. IF 6549 CONS I I / � � r i ------ -- I -- ------- _ ---- / \\ \\ I \---------- --__ \ __ __ -- \ - I j ` y AUGER PROBE TABLE: / / RETAINING Wla1 \ / _ _ _ _ _ _ _ _ _ _ _ _ _ - \ ne iwni\ \, ----- \ \\ / \ ♦ I I #03200-00-001•-41223111 GRACE BAPTIST ,�1UR H; if BRUCE CATLETT. EMMA E GARgEN & RUTH HOHANSEW Ijb i / I _ / 1 _ It I a i- � � I I I, I 1 • y , It L II II 3 1\ 1 I \ ' .••z i•: \I \I 1 \\\ ____ ' `\ `\ i I 1 \ 1 � \ ` \ 11 \ t Stake # De th 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' 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 %" Hard Pon 11 40 25' 25'• i 41 5' 5' li 42 20' 20" _ Veadiered Rock 1W 43 12' _ 12, 44 5' 5' Cc 68 to' 10, -� I 69 -111' 10, / /' 11 I •:) \\ `\ \♦ -�'� j I 1\\ % /I i 11 ' i £ 11 \\\ \\ 11 1 \\\ _. / \ / I I \ \ `\ •'I I I \ \ / / 1 11 \ \ PEST PIT TABLE: it fil I l l V• I 11 / F j / j I I A A v V v �_ ' / / 1 1 I� I I I I � 1 1 I I l / l I I \` ♦\ 'r-- t) It I I \ ' / W e € \ --- \ / \ I \ ♦ \ \ k \ \ \\ \ \ 22 ---- ________� \ \\ •' L i __�- , I I I I I 1 1\ 1 \1 \ \ \ \ / / , 1 1 I I I I 1 1 1 1 1 \ ` ------ ----- `\ ` \ '-------'- 1 1 1 1\ 1 1 1 1 I I 1✓' ,/ I 1 I I I I I r \,/- .' / `` \\ \\ \\ \` /'✓/ \ _i \I 11 % / /'�/ \`\ ' i l I l / l 11 I I I I I I 1 / i \\ I I I I / \ \\ ____ '_ _ -''' _ __✓-____/ '// \ 1\ `\ \`\ \\\ - 1 i l I 11` \\`\` \\ \` `--- __' / / , , I \ 1 1 I I I 1 1 I 1 `- - / ♦ \ / I l l \ I I i \ I I 1 -` __ '-- - - _ - - - - I ___- -----` ' r I ; / ; / � #d43��00 .�`lO�,yb�QaLr�,IL., i -- --- - I / /N41(�Ii8f3RRy00D IItJ /�m�tN [S N C -- / \ \ -c _ _ _ - -- / 611 PPPPr� 5 \ / /�j03200-00-00�022P - \ / - �� _ , 13�5 \ \ Y4 `. / / 1\ 0 _ 03200-00-00-02000, \ ,' ,"fHOMAS U\1QOD # 3?99=00-00/ 024G / / I I 1 \ `\. -'' / ,� ---- # Y1 \ --------- / ,, \ ROBERT TiYBURCKI �' I 1 I 1 \ i /''� .''------'' ! \� It CWH PROPEBAF�S-'' .✓ `�. 362, G. 1671 7 / , I I I y ____' /---' 1 / / \ \ D.B. 182$; PG. 09 I � #0�20�1-OQ-00- 22 0 �`��___-- , / ,/ , � \ \r LIMITED�PAf�TNERSH� i i 1\_ - - '/' i i i HARDTINES L-'---___ /, 032OQf00-00-022F0 _ / ,' / __ _%' J # R D.B• 2309 P� 419 -\ D. 2�143, PG. 21L� ---- ' . /HA DTIMES, LLC A 1 I I I l \ ` `-__ `\� --`� \ \\ , , / I I / / I / I ' D.EG 2043, PG. �.N ' /' X �' // i ' % \ \\ \\� \ \�`\\` I ♦ \ 1 / l / ' \\ \\ `\ \ 1 ' I I 1 I I I l , ___'' % ' 1 ���\ ` % I / // i /----------_ ' / ,/ //, .• \ \ 1 / ,// i/ i % ! / `-' ' / / % ` 1 1 I I \\ ` ` ' 1 11 I I / I /'' ,, /'' /' ____-__' -'-_ �J !�` \ \ 1 / / l , ,, Y / // / / 11 ,/' , /' '__ _____ , / / ( Stake # Depth Additional Notes 1 8' CL, Weathered Rock 2 to, Soft Weathered Rock 3* �- 20' Hard Pan/Weathered Rock 3-6%Refusal at6'- 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. ,51 10, CL, Weathered Rock 61 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', Refuaaf-if-U 7 ,-,Auger Probe was also done in this area, 9 1Q< Soft Weathered Rock, Saperlite, 10 10' ML, Weathered Rock/Hard Pan at 161' 11 10, ML 12 15' ML 13 20' CL/ML _ 14 15' ML, Weathered Rock 15 8' ML, Weathered Rock - � - 16 12 - ML Weathered Ronk 17 -- 10,' ML 18 10, ML, WeaTlieied k ke 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, \WL 6"dft Weathered Rock 29 10, ML�Sapi;[l te^. 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, Saperlrte 35* 10, Hard Pan 2 - 6', Refusal at 6' - Auger Probe was also done in this area. / $L GRAPHIC SCALE 0 25 50 100 IN FEET ) 1 inch = 50 ft. 10 O C0 ZD a BRIC. MIifCHELL LiANc, No. 035724 1111212020 �OFfsS/ONAL ENG\� O r - q �nr O � ` v 1 q � V o O v� REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07/31/2020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1" = 100' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 SHE'E"1' # C - 4F For Truck Apron Curb use cell Mod. CG3 found in the cell library. CG-3 MODIFIED FOR USE ON ROUNDABOUT TRUCK APRONS ONLY 2 5' , ROUNDABOUT 1 DETAIL R1 = 82' 1 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. J. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (194 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 IF 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 7/13 R2=88 R3 = 78 ' R4 = 93 ' If / l I l l If l l l , / / / l jl l � i I � i � /I 1 � 1 i i I � i .�. �%�.� R/3• / j /, i\ i l '\ i l i l / \ / / / / / / / 7 i 78. ar // , If If i If y J ' If i / i `� t s•l l 77/6 ;000 VP©) .B. 477.33 4 6.6 4 ^• I 3' Ci T , '.� yi, , / . ,. y� . -.'LANs i . / i r l 4: �....... OF' R608'/. T C , /C �6./.�ti..` .. . f N i " '.i. II . .. .. ..'. . i`,! 1iBIKE/. � _._ TI. / I 5 / T C 473.10- No i v ' I R 4' i 0 as � / ' / / If // IF i % If / l If If I If If\\ i ,, /, /; If ' If /'/� / ROUNDABOUT 2 DETAIL 30 GRAPHIC SCALE 60 R1 =127' 0 15 30 R2=105' ( IN FEET ) R3 = 75 ' 1 inch = 30 Ft. R4 =10 7' COBBLESTONESE OR STAMPED CONCRETE FINISH =•=•A � �•�•�•, �:�.�Y .iY .iY .iY:Ill- 0 TRUCK APRON DETAIL VDO CGI 2 (NOT TO SCALE) VARIES VARIES VARIES 2.5' 18' MIN. 7" 10' 11 VARIES 10' 7" 18' MIN. 2.5' IVARIES 7„ CG-2 11 CG-3 MODIFIED SEE INSETS FOR DIMENSIONS CG-3 MODIFIED CG-6 CG-6 10' WIDE TRUCK APRON 1 4" ' 1 �pfi`E \ TO BE STAMPED CONCRETE t'q�ies TRAFFIC CIRCLE SECTION VIEW (NOT TO SCALE) �24"/18 15� 24'/18' MPH W13-1 N.T.S. A SQUARE ADVISORY SPEED PLAQUE WITH THE LEGEND "15 CO �6 MPH" ON TWO LINES, WITH \ "15" IN LARGE NUMERALS \\Y -48 11 - TO ONCOMING 24" TRAFFIC W3-2 R1-2A 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 O O Li C r n � Z �I 1-4 CD C CQcoO CAI CO W -) �W �,4 ZbL1 x•I V p .--I .� - Z �bo. "")O U. W U CO IllLo c rr ,sue K V/ U i 00 BRIAN C. MIIfCHELI Lic, No, 035724 q, 1111212020 .,, o� x n w c1 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C — 5 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) SOLUTIONS INC. RACK OR EQUAL TO TRASH RACK JED METAL OR PIPE SIDE VIEW PLAN VIEW ROUND SERIES TRASH RACKS RISER PART N0. CONCRETE INSIDE DIA. CMP OR HOPE NOMINAL DIA. A B C D E F G H RS-24 24'0 1Y0-16'V 17 1/3' 13 1/3' 7 3/4� 6 1/4' 6 1/4' 27 1/2' 5 1/4' 7 1/2' RS-36 361 21'0-30'0 21 1/8' 13 1/2' 8 1/4' 6 1/4' 6 1/4' 40 1/2' 6 1/4' 7 1/Y RS-48 48'0 33'0-42'0 27 3/4' 17 3/4' 7' 8 1/2' 6 3/4' 54 1/4' 8 1/2' 9' RS-60 60'0 48"01 27 3/4' 17 3/4' 11 1/2' 8 1/2' 6 3/4' 67 1/2' 8 1/2' 9' w Lrmj^u® CONSM 1CT10N PRODUCTS INC. 9025 CENTRE POINTE DR VE NEST CHRIER. OHIO PH: 1.NPJ10.1122 I M 5 C COPYRIGHT CUSTOMER: DATE: DRAWN BY: PROJECT: APP'D BY: DETAIL: ROUND !ASH RACK SEE DETAIL HIS SHEET) — ELEV, 447.30 (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 ORIFICE CONCRETE SLAB NSH RACK 12, PVC. DRAIN 18, 1 1 51 �51— — — —� RISER CONCRETE SLAB & 12" PVC DRAIN PIPE N. T. S. — ELEV. 436.30 B_B (BOTTOM OF CULVERT) 48" RCP RISER DETAIL N T.S. 455 450 445 440 435 430 425 1 5WM HMH 1 ULAY UUKE HKUHLL '55 50 455 45 450 40 445 35 440 30 435 25 430 425 SWM /BMP 1 SCALE: 1 " = 30' SEE SHEET C-6 FOR FURTHER DETAILS FILTER n (0 8' C4 ELEV: z � M N O V N }.tIto -.to I.L-85.02 S=3.88% w/ 0-RING ANTI -SEEP COLLAR (TYP) 11400 SWM/BMP 1 PROFILE 100 YR WSE: 448.9 10- WSE: 447.8 BENCH 2- WSE: 446.63 NWSE: 445.00 / ESIGN VOLUME: 101,646 CUFT C BENCH REQUIRED WATER UALITY VOLUME: 67,411 CU/FT SWM/BMP 1 /gm / BOTTOM ELEV: 440.0 i `v POND BOTTOM BELOW ELEV 440.0 TO MATCH EXIS77NG CREEK BED AS CORE SHOWN ON THE GRADING PLAN _LED AROUND ALL PIPE N 'to N -Z <j v)_ RIPRAP L=65'xW=16'xD=2' W/ FILTER FABRIC I 12 00 13 00 14I00 LEGEND FINISHED GRADE AT CIL EXIST. GROUND AT CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 1 0 0 Lo C r n o- c Z r+ co � ^ d 22ccoo c�I o c W� -� b� _ �.. U °C ui O a � Co W r� co cc VJ U � 0 c Y Q BRIAN C. MRTCHELI Lic, No, 035724 p� 1111212020 .i pp T_ ti q r� q O al l l REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OW D 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T N DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY t'tCUd.# 20150290 SHEET # C - 6 / / /l / / gil 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 11 'j 11 '� 11 '1 11 111 11 1 1 I 1 I 1 1 1 I I 1 I I II 1 1 I I I I 1 I I l l I / 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1L IW1I'H SgA17N qEI i l Ns N�ENTI ' I 1 1 I 1 I I I I I 1 1 I I I 1 1 I I 1 I I I , I j 1 1 1 / 1 1 I, 1 1 I , I I 1 I 1 , I I ROUND !ASH RACK ME DETAIL HIS SHEET) ELEV. 438.80 ORIFICE 1SH RACK :V. 436.50 ORIFICE aSH RACK RISER 426.00 — B—B 60" RCP RISER DETAIL NT.S SWM/BMP 4 18.5' f T — ELEV. 441.50 EMERGENCY SPILLWAY DETAIL N.T.S. ELEV. 439.25 24' RIPRAP CLASS I WITH FILTER FABRIC SWM/BMP 4 PROFILE 450 o ♦`\\ O LO 0 CO 0 vi �\ moa +a ` 445 n l - z \ o a _a0 �> 1n to ? `. gym\ 8' BERM O In ORK ELEV: 1.50 \\`♦ 440 SEE SHEET 6A FOR \ `♦ FURTHER DE AILS `♦ N 10:1 SAFE BENCH 100 YR WSE: 440.56 10:1 AQUA C BENCH 10 YR WSE: 439.2 M 2 YR WSE: 437.0 435 E: 434.00 / DUALITY VOLUME: 156,449 CU REQUIRED WATER \ 0 N CL Y 0 CO E 0 \ 430 OD SWM MP 3 N z \\\ cn z BOTTOM ELEV: 426.0 7 \ --- -------sue - 425 r \\� POND BOTTOM BELOW ELEV 426.0 ---- -- TO MATCH EXIS77NG CREEK BED AS SHOWN 7HE GRADING PLAN r `--- 420 CLAY COR TO BE INSTALLEDI AROUND /--- OUTFALL TIPE \ \ 210 AN -SEEP L=11 .55 415 I ✓ CO LAR % D=4 " RCP CLASS IV Z. RI RAP �T P) w/ 0-RING GASKET �i L= 6'xW=VARIESxD 2' r-' WY FILTER FABRIC ♦ 1(/AY ♦\ \ - - \\ \\ \\ ♦ ♦ --------- ' ♦ ♦ \\ \\ �, -------------------------- ---_-_ ----------------- -- _-- --=-------------------__-� ----- ------ ' -- ----------------- -____-- ------ _-----_-- --- -- - r-------------- YO ------ 0 ------- ------ SCALE: 1 " = 30' (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 12' PVC. DRAIN 18, 1 1 5' CONCRETE SLAB & 12" PVC DRAIN PIPE N.T.S. 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) PLASTIC SOLUTIONS INC. TRASH RACK OR EQUAL SUPPORT T CROSS BARS WITH FASTENERS ATTACHED TO TRASH RACK CORRUGATED METAL OR PLASTIC PIPE .S[�I 405 SIDE VIEW 11 PLAN VIEW ROUND SERIES TRASH RACKS RISER PART N0. CONCRETE INSIDE DIA. CMP OR HOPE NOMINAL DIA. A B C D E F G H RS-24 24"0 12*0-16"0 17 1/3' 13 1/3' 7 3/4 6 1/4' 0 1/4' 27 1/2' 6 1/4' 7 1/2' RS-36 36"0 21'0-30"0 21 1/8' 131/2" 61/4" 61/4" 61/4" 401/2" 61/4" 71/2" RS-48 48'0 33'0-400 27 3/C 17 3/4" 7' 8 1/2' 6 3/4' 54 1/4" 8 1/2' 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_4I/;\RCAV CUSTOMER: %Ft0IFi7 i &'Ker:'! cnrmwcnoN PRODUCrs owo Wt °an T Cxmw, vaxr[ °10 q w° PROJECT: xsr a°: uma(D vez: m&50aea.nse ® co COPYRI66T DATE: DRAWN BY: APP'D BY: DETAIL 1 1 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL ii ID///Il�iir�� CLVNTERSINK PIPE($) A OF SIX (6) INCHES BELO EXISTING STREAM BED EJ WHERE CULW£R7S ARE V RIPRAP ON BEDROCK OR ON SLC L=28'xW=VARIESxD=VARIES OR GREATER THEY QO N- W/ FILTER FABRIC I REQUIRE TO BE COUNLE 1 SWM BMF 6 CLAY UUHL F'KUHLL 445 445 440 435 430 425 420 415 410 10. 0 OR WMA OAF PF LEGEND FINISHED GRADE AT C/L — EXIST. GROUND AT CIL 440 435 430 425 420 415 410 91 SCALE: HORIZONTAL: 1 " = 50' VERTICAL: > " = 5' i BRIAN C. MRYCHELI Lic, No, 035724 p� 1111212020 .G r — O ti qqE,� q Q) ti Q.' o w E__4 U O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTSIOWND 05/17/19 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-6A BMP 2 PROFILE 520 0 M In N 515 N F pIp II] n �0 z N OD 510 N O p ITT N Ui N O ro ooZ N \ 505 ? _ � \ A \ 500 L=20.85 S=0.48% D=18" RC CLASS III rn VARIABLE WIDTH ENERGY 495 DISSIPATE 61 PERFORATED HIDPE WRAPPED J IN IFILTER FABRIC 2" MIN. WASHED GRAVEL 490 520 515 510 505 3• WIDE BERM Z TOP ELEV: 503. � i .0A5 SA \ 4! 500 \ \ IF - �\ 0.50% r \ \ 1 495 6" SE R35 _ CLASS I RIP RAP FX 18 \ \ W/ FILTER FABRIC L=5'xW=5'xD=2' 485 I 10 00 11+00 BMP 2 CLAY CORE PROFILE 510 - 510 61611 500 495 490 1 455 \ 450 445 440 L=16.31 S=0.98% =15" RCI CLASS III 435 1 490 121485 63 BMP 4 CLAY CORE PROFILE 505 445 T 445 SPILLWAY ELEV: 438.25 TOP BERM - ZL V: 440.0 / 440 440 500 495 435 W I I 490 430 11+00 11+35 CLAY CORE M 425 1 10 00 BMP 4 PROFILE 0) 455 M� 0 N M OInto \ 0 Ito � II II ��ZZ0 II -- 450 ia 0»> ,V-ZZZ 445 \ \ \ 3' WIDE BERM TOP ELEV: 440.0 440 \C BOTTOM ELEV: \ 437.251 1\ IARI BLE \ WIDTH 435 ENERGY iSIP TER \ INV. 432.51-- 2" h IN. WASHED 430 GRAVEL 6" PERFI HDPE M IN FILTER 425 435 430 425 11 7 ^ 430 INV. 431.4 \ CLASS I RIP AP W/ FILTER FABRIC 425 420 420 10 00 11 00 12100 12140 ------------ _ ---- ---- ----- _ --------------------- ----- _ - -- --- k ------ / ' \\ `PRI TCl EIT T LANE \ \ / It PRIT,I�iHETT LANE 1 I I 10' TEMPORA\Y ' - __ - ��IICTpI I ^I ----- ----------------------------&Q �3- RUC�IIJtV_\` ---- --- ----------- -- \ ♦ - _ ------ j `\ \ `\ \\ \ `\ \ `♦ C�.O. � I I I `\ `\ \\ `\ \ \ `♦ (TM Q` I- I I I II ♦0 \ p CONCRETE CHECKDAMi I� I ♦ TOP = 501.0 I --------- SEE DETAIL THIS SH�ET i I ` ♦ \ TO BE KEYED JN 5' MIN IMTO DAIt I II i _ C. \ , ? \ 00 � 6" ERFORATED IIIPVC \ \ \\ 1\� f � WRAPPEb IN ��i FILTER FABRIC \f WARIABLI=\ WIDTH f b NERGY DISSIPATER , \ 3'\WIDE `BERM 6 v ♦ A �/ I /' \ \ W/\CLAY \CORE \ TOP\= 50q.0If I ♦\ `\ \ _ ' ' r .» _, LSIVIr L I-'LHN I =LU 1 \I I I I 1 I I Ili It 1 I I, \ 0\\ - / I I I li\\� ____�♦ \\ II 1 1 \\\ i-- % I \II\ 11 \1 i \ \ /• 1 I `L/` I /i I I C.O. �I 1 I i It /' i /i It I/ BM(P4 3' / BE ' 2 / W/ 449.0 i 1 IA/BLE/ i ,OOTXOM LTV.//''�� �� b /437.25/ / BMP 4 PLAN 1 "=20' • Mulch Layer • The mulch shall be uniformly applied approximately 2 to 3 inches in depth on top of planting soil. • An acceptable mulch layer shall include shredded hardwood or shredded wood clips or similar product. • Of the approved mulch products all must be well aged, uniform in color, and free of foreign material including plant material. • Mulch shall be free of weed seeds, soil, roots, grass or any other substance not consisting of either bole or branch wood or bark NOTES: BIORETENTION AREA PLANTING SPECIFICATIONS 1. SOIL EVALUATION MUST BE VERIFIED BY A QUALIFIED PROFESSIONAL FOR COMPOSITION, PLACEMENT AND DEPTH PER 1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING THE PLANTING SOIL MEDIA GUIDELINES AS PRESENTED ON TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED THIS SHEET. 2, WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL 2. RAIN GARDEN CONSTRUCTION SHALL NOT COMMENCE UNTIL 3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES THE SITE IS FULLY STABILIZED AND ALL EC MEASURES HAVE (6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE BEEN APPROVED FOR REMOVAL. 4. THE PLANTING SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL 3. ALL GRASSED SWALES AND SURROUNDING GRASSED AREAS DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL AT THE SHALL BE FULLY STABILIZED AND THE RAIN GARDEN EMBANKMENTS BOTTOM OF THE PIT SHALL BE TAMPED BY HAND. SHALL BE SODDED PRIOR TO PLACING THE RAIN GARDEN 5. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN IN TO OPERATION THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS' BALL 4. A MINIMUM OF 3 SOIL BORING LOGS PER BASIN SHALL BE NEVER LIFT BY BRANCHES OR TRUNK) PROVIDED TO EVALUATE SOIL SUITABILITY FOR THE PROPOSED 6. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT RAIN GARDENS AND TO ENSURE THAT THE SEASONAL HIGH WATER APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE IS AT LEAST 3 FEET BELOW THE FILTER BED PRIOR TO INSTALLATION THE FINAL GRADE. OF EACH RAIN GARDEN. 7. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE. 5. A DENSE COVER OF WATER -TOLERANT, EROSION -RESISTANT 8. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND GRASS OR OTHER VEGETATION MUST BE ESTABLISHED. THE EXPOSED BALL. RECOMMENDED GRASSES INCLUDE, BUT ARE NOT LIMITED TO, 9. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES. THE FOLLOWING: KENTUCKY-31 TALL FESCUE, REED CANARY STAKES SHALL BE PLACED PARALLEL TO WALWAYS AND BUILDINGS. GRASS, REDTOP, AND ROUGH -STALKED BLUE GRASS, NOTE STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE THAT THESE GRASSES CAN BE MIXED. BALL. UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THE STAKES. 6. MONKEY GRASS SHALL BE PLANTED OVER MULCH LAYER 10. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF TO STABILIZE THE MULCH. TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE CHEMICAL FERTILIZATION 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. PLANTING DATE GUIDELINES 8. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE BALLED AND BURLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE INSTALLATION OF ALL PLANTS AND CONTINUE UNTIL ONE YEAR PLANTED BETWEEN MARCH 15 AND JUNE 30 OR BETWEEN SEPTEMBER 15 AND AFTER STATE ACCEPTANCE. 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. EXISTING GROUND I I 12" MAX. PONDING DEPTH TOP <--O.O% � � '7 -C 3. 11 L�Fi PROPOSED GRADE 3:1 MAX •• MUNnr1c SqL .5' SOIL MEDIA • MULCH TO BE SHREDDED N HARWOOD OR HARDWOOD CHIPS 112 3" PEA GRAVEL Me • THE RECOMMENDED BIORETENTION SOIL MIXTURE IS O AVELO • 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 DEC DAYLIGHT O 1% 1/2" - 2" STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS NO.9 GRAVEL -85X TO 88% SAND -8%TO 12%SOIL FINES; AND MODIFIED DETAIL FOR -3%ro 5%oacANlc MATTER BIORETENTION AREA X-SECTION BMP 2 (NOT TO SCALE) BIORETENTION AREA so I GRASS CHAT EL EXISTING GROUND 12" MAX. MINDING DEPTH Tar <--Lac PROPOSED GRADE 3:1 MAX •• PLANTINGSOI 2.5' SOIL MEDIA • MULCH TO BE SHREDDED AS NOTED HARWOOD OR HARDWOOD CHIPS e e e >, 3" PEA GRAVEL • THE RECOMMENDED M ` BIORETENTION SOIL MIXTURE IS 12" WASHED GRAVEL GENERALLY CLASSIFIED AS LOAMY SAND ON THE USDA TEXTURE TRIANGLE, WTH THE FOLLOWING 6" PERFORATED HOPE TO COMPOSITION PER THE VA DEC DAYLIGHT O 1X 1/2" - 2" STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS N0.9 GRAVEL TO -8%%TO 12X SOILFINES: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 11 BIORETENTION AREA LIMIT A IILOW CONCRETE' CHECK DAM FLOW 15' FLOW SWALE 4 PLAN VIEW (NOT TO SCALE) 0 .. . SECTION A -A' (NOT TO SCALE) 11-5.DWG NOTES: 1. PLANTING SOILS SHALL BE PLACED IN MAXIMUM 12" OR LESS LAYERS AND SHALL BE LIGHTLY COMPACTED. TOP ELEV 4" 2"R 6" FLOW y � 2 3.. <. O d a! • d 2'-3In .a •_ a. a CONCRETE CHECK DAff MODIFIED/DRY CC-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 ofrecommended 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 ofthepH 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 ofinataIlation. However, there is no methodology to estimate the level oftoxic materials in thebioretention areas since runoff, soil, and plant characteristics will vary from site to site. As!je toxic substances accumulate, theplant biologic functions maybecome impaired, andthe plant dTty 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 of the contaminated soil. In some cases, removal and disposal of the 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 40 ME ( IN FEET ) 1 inch - 20 ft. LEGEND FINISHED GRADE AT CIL - - - - - - - - - EXIST. GROUND AT C/L SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' O O LO C\2 r n of C ZN --I co G C\2 CO O C\2 00 C W a)"�: �W M;1 Z ;-4 b r-1 (n 0 - ZW �bo • rl ,--1 fi. � .a) I Ow0 '-4 ;-4 d+ �r O L W OLO In /r ���� cc V J CC) i BRIAN C. MRTCHELI Lic, No, 035724 q� 1111212020 .G r - O qq1� w h 4-1 4 q O h h 111 ~ � 0.1 0w V O v l REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY t'tCUd.# 20150290 SHEET # C-6B CROSSC E K D IVE 3 M H D SIG S EED (10 00 to 0+ 0) 485 Lo PT ST : 1a+7 .73 INIM M RE T K VAL E: 29 ASK s oi90 INIM M SD: 25 FT 4 LVC: 00.00 1-10 PT STA: 11+2 .99 mm a HIGA PT ELEV., 46 .65 5 475 VI STA:11+4 VI ELEV:462.1 K: 45.73 O LVC: 50.00 U gn rcro me 00)t0O 001M uj �6 �^ N t0 N N COD n iD M + �+ O "� o m 470 +* +a N M �U NO 0> U ~^ Z O N0 00 N •ink 0 0 .a ^U \ Um Uw 0tG rn"� >m Or O F O `) o II O�� II > > w 0co m FN U O om 00 a a }oiF 00 +oi m N ONE I�Y1 II ul U �� 1� a I II ZO M ��ZO 3. ^��O rn NM Z < O� 21 Fp_O j 465 / N Qdj 0 MM O+ Qd j j w 0 Fz (nH Z OQJ CT cow < �w y�zz o o .OD �� i.O,$ o NMF 0(~/7 No 0 00 �,240 IIlO NN wir z n�oa Lu 460 1 455 1 450 1 445 1 440 1435 430 v v v v v N 9+50 10f 00 10f 50 11 *00 11 *50 12f 00 1 In rozz III �1 � I1�--- '� y• I NAM lAvll' „ „IA i 1 k " 957 COMPA TED W u a \ m\ MUST BE P ACEI \ STORM SE R S \ \ \ & IPES IN FILL AP ROX. L CA770 0 \ X 1p" 7ORCE IN I PT ST : 20+ PT E . 47 I STA: 9+25. A ELE :473.1 K: 3 .59 LVC:1 o.00 T Y1 MO 0 N t0 0 O 0) 9 M � FOjj � N FZZ m m ~ II O ~ fn > z 15" CLEARANCE / / / w ~ � K X / 2%OF /L E Q6DOVE / CULVELVER /(5' T / EITHPR SIDE) 8'x8' CULVER (P JESTRIO NNEL / NNEL / / 24" an a0 N Q a r' O M N a0 Z I I~ N V O o 0) N n lt I II �� + a I y y z>> — — y�i O CIAII = z OFY P-: FCL w U 0 0 Zz ' N / - I- d U / / / RCP _/ ` ' N j lx 0 U U U Q I NITA Yvim ' I MPH I2 MPH INNS NIA FA — Ell 80.17 1.00X p=24" RCP CL SS 111 / / 0 0 v1 f0 ry M N 0 v1 O o 0 M 0 0 0 h� of 0 o N o M cp O o M M Y o N M 0 t0' 0 0 N O is \ FINISHED GRADE / LO m �oi `g ��icsi M �n �n ^'� �n `O �n m°n° ro °i mn m roN ro "� rom m Cc00 ro °i 00 P \ \\ WITH MIDDLE ENTRANCE PLAN / v v v v v v v v v ap v v v V V V v v V v a S NITARY 18 50 19 00 19 50 20 00 20 50 21 00 21 50 22 00 22 50 23 00 23 50 24 00 24 \` `` / n '/ STORM 33—BMP \ _ \ // STORM 31—EX15 465 n - 465 M00 N O 0 w N N M OO r` � U w NMN LID WMn O 4� II 0 O N NM'l O 0-o�nII 0 LO II~ N vzz'Do- 2v . d �I460 II z— 460N n +Lo �d0j cn cn�?? az 4 Z IIO HOj J 1- FO>Z> 0 V7F?—Z It w In rnrg z aww QJ Q �J Q z Q ww0 455 p O 0 O fM 455 a MN�all +^ M_ II II j �IIK90� 3.5'MIN w N zz_z w v~i 450 WA ^OM 450 12" MIN Am + �J «j 32 ti Utz L 68.00 \ 445 445 D=15" RCP CLASS III Lo 3 Oo7s Soo 28 \ 95% COMPACTED FILL RCP 09 MUST BE PLACED BELOW /LASS STORM SEWER STRUCTURES / 440 / — - _ 440 / E12 L� E14� / L-32.6 L=2 .17 435 S=9.90 S=0 435 / D=3 " RCP CLASS I I D=30" RCF CLASS III / / 430 430 9+50 10100 11+00 11+86 n h 100 BAC WATER LEV: 424.79 / \ SEE AS- U LT CUL RT ANALYSIS \ \ REP RT N SHEET -4 , 13 00 13 50 1 0 / 470 1 / / r I 0 / ) 2A COUN7ERSINK PIPE(S) A MINIMU d 465 SIX (6) INCH£ EXISTING 57REAM BED XCEPT NH£R£ CULVERTS ARE LOCATED DOUBLE ON BEDROCK OR ON SLOPES 5 10' 6' CULVERT OR GREA7ER THEY DO NOT RC PER OT REQUIRE TO BE COUN RSUNK. B X CULVERT 460 DETAIL •Y p N M h ro O N N N n o N ro M �o rn �p 0 0 ro N o 00! V V V V V V V V V 455 1 0 1 50 15 00 15 50 16 00 16 50 17 00 17 50 18 00 18 50 LEGEND RNISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: 9 " = 5' 450 11461 475 STORM 23-25 N 470 470 � N O 1 cq LO oN LO�a II M Y 0 LO� z 0 mO II + LO =, 1- 1-0 j j 465 465 N 0�o I N 0rzz EL J In a In Npz Z w �J Z ZQ 0 460 460 I SEWER 3.5' MIN 12"D.I 455 455 L=57.52 S-0.50w 450 450 RCP CLASS 111 445 95X COMPA TED FILL 445 445 MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 440 I\\ 435 430 9+50 440 440 435 435 430 430 1 O5 91 M M h O O O Mcq NN0 II ±`O~ M� . F5 Hpj f5gso> m VIH=— In rn ? ir-Ills, MIN :Lmsmn 12"D.I. W/L " MIN 4 L-52. 00 "' S-1.27 0=15" RCP (0000 MaN CLASS III M M M ujo v� II II II j \ ^ II Q N j j j Z_ZZ In \ 95 \ COMPACTED LL PLACED / ST RM SEWER STR CTURES 1 \ & \ PIPES IN FILL Oa/ \ v a \ i rd \ 00 }a 9 co's> > qv \ / e a z \\II — A< mr LBMP4BM\P4 f\\ 38 L=16.31 S=0.98% - CLASS III-- 1 12 12 50 10 00 11+00 00 J O Lo CQ r n co C �J � c. Z �r- cr I� ce) O c\] (DC\I ice. E S "c Cui Z _b .d it w .r f 11 O �J Z �bo. ;-+ W .,y I O4Co 0 W LO �co _ T�l K v C i••I Z.s O U) Y co Q BRIAN C. MRTCHELI Lic, No, 035724 q� 1111212020 O r - ti qq�L-4 a � qo w � �I [O 44 O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY t'tCUd.# 20150290 SHEET # C - 7 1 520 I�7iZ•7 It�1.7 I=L°Z•] 475 CQV N 470 o w LO O II +o F rn +No j ��10 N *0 II O Oj .. H(L j z 465 � pZ OR Its�•� Iw1mi HIGI� PT S It 20- HIG PT E EV.. 4 VI STA: 25 VI ELE9+473. K: 3 LVC:1 .59 0.00 om orn LO v + m M< $ W U m cq O m a �o > m °Dazo m M O M H FOjj (n (pZZ N C,PO L6 00 ~ 0 _ ¢IIO > N — / I I I 35 MPH M25 KIPH DESIGN SPEED _ Q O O ROU T U LLi � z I� ' O 0g +^ < O+ N C~n Q m m� 0 o 0 F Y oa mw �U +� N4j U0 U _ Uw IL U W PT ST : 21+5f -PT 1 STA:22+25.0 VI ELEV.479.16 K: 34.19 LVC:150.00 0m 0 m m M r,o� m n pCA� _ m �^ ap aria +kc� +nl� NO 00 N Z N�ho I II t+ F N ZZZZN N 11 — f�n f~n Z i i /=Iw-0i11/P%—mRE II PT ST : 25+00.00 PT E V. 493.38 1 STA: 4+25.00 M Ft 94 K: 3 .65 LVC:150.00 yME1101100M► MINENO WIN 8 910 S 22`14% a5 111 xz RGP . �1 to w OM C3 Uap0 IN C N ID HIGH PT STA: 30+00.00 HIGH PT ELEV: 51 .81 0 7I STA: 9+50.0 ELE : 518.81 0 K:1 .05 IN / LVC:1 0.00 - o N O aD O nOM_ / i 0� 0 p —U FOi Z—»II OptoIIO0 O + ) 0 O N.. O CV to VFZZ Um I O+i���~ fnW NO11 ZO W m / / 7zz PT Sr : 26+2 .00 D PT EL V: 495 80 2, 0% / A: 7+ / PM ELEV498.21 117 OB CT 3 K: 29.87 Lvc: 2s0.o.00 00 m0 +� / 00 M0 0 ; 'SE R rn � > w'h��° a l CD II W 1� N Z ,�Qp -z I n 5• / NOj w HOjj� / + wrz_ N OII in z xU' WN �N e • K g 0 9 % COM ACTED Fl MUS BE PLACED ELOW — S ORM SEWER — S UCTU ES & j PIPES IN ILL o " vi ONN �D m N < .0^!nO^f N � i Qbwmwbbbmm NO Ncop Q rn0— DO CO O0va ovv v v� � LO nLU) U) nCQn 'NO 3<m "rnO mQ "^� ZNmmo ,,OMi v�^1 NN rnN o�'1 / - Ico .jj/ / ' B 17 N 23 50 2400 2450 25 00 25 50 26 00 26 / D=24" RCP C SS III / w / m N 0 jwj GMT -LIP IJECT 15" C R\ANCE / x>= U C9 .5• m ' N N N 2 %OF A E STORM 7 9 -111 UL/ INSULATED CULVER OVER /(5' T ' 510 EITHRR SIDE) STORM 93-113 0 495 505 m N_ L0DC0a / N — O I 000t6 CD ILVE '' 0O o8'x8 v II II +' ESTRI o(P z a o / zII 490 500 SANITA Y m F ��o m rn_zz N N 24" S EL WWR \ M o n / C1 SING ' \ No�M� "? \ rnOvr, / 485 \ rnaZzo v .ajjj ) O 0 II TED F1 ACED B R STRUCTURES FILL LOW / 480 N \ \ N > o* NNv nNm !� NNv 01v v0 M7 1Dm0 Ma0^ v vv0 co NNAO m � N N Omm O a o mm ^ N a ov mm va N n v mvN< 00 0O0O N� v Mvp0a1 N v Mv7� N N v a^) ov N 3' MIN 6 50 17 I 00 17+50 18 00 18 50 19100 19 50 20100 20150 2400 21150 22 00 22150 23100 475 LEGEND FINISHED 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' 470 465 S=0.50% RCP CLASS 10I00 495 \ 490 \ \ 485 L=40.28 S=0.50% \ RCP CLASS II \ 95% COMPACTED FILL 480 MUST BE PLACED BEL STORM SEWER STRUG & PIPES IN FILL 475 10 81 9+50 10 00 STORM 109 77 STORM 07-75 510 0 �1, 530 — O ' O O oaf m m 1� N 000c*4 O '00 ^�N N 0 1* — — II II Lc)0— M m 0 M 7N FO>>0 505 oI ZaOypZ 0OF o 525 n FfC4 OR?zz n nrn ZI 500 \ 3.5• MIN \ W/L 495 490 95% COMPACTED FILL MUST BE PLACED BELOW 485 STORM SEWER STRUCTUR & PIPES IN FILL 480 10 9+I50 10100 3.5• MIN 515 WMIN 12 / —7!� / 108 / / 510 D=1 S=0.50% RCP .36 \ i0% \ RCP CLASS II \ SANITARY / SEWER 505 95% OMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUC RES & PIPIES IN FILL 500 10 91 O Lo CQ r n co ice. C\I Z T. � 2CO 2 c\] 00 (� a)W C Lu "�. Z� °0 b � C>i 1-4 f 11 O Zp"pd0.4- '�'� •.tea � � W Owl 0 W 0��� r� co CC V/ CC) O C BRIAN C. MRTCHELI Lic, No, 035724 q� 1111212020 .i O T_ r^ ti r� O W q O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER C0A4A4ENT 07IJ112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 11 SHEET # C-7A III I &Yi17 Itk1.1 ItI'Z8] Iti:1-7 ILi-7Z8] Itt&7 mUll Iti�7 ImP-11i] It&�7 I«7I] CLIFFSTONE 35 MPH D BOULEVARD SIG PEED A: 28497.61 MNMUN CR EST K LU : 2 HI H PT M I IMU S G K VA U E: 49 H GH PT LEV: 4 8.85 O O zo PM ST : 29+30 00 F M I IMU S D: 50 T P� E v: 4so.76 z z w ROUND OUT 1 K: 38.15 U U K Jv LO PT ST : 25+7 .46 0o LVC: 250.00 HIGH PT S A: 22+ 2.52 z ' 1 HI PT LEV: 7.78 0 VI STA: 6+00.0 n o 10D PVI STA: 21+78.66 0 o VI ELE :482.7 o anoF.I. CLIFFSTONE BLVD STA: 29+15.39 umi m PVI ELEV: 489.49 1000 K:4 .66 + & THICKET RUN DRIVE STA: 10+00 U W K: 53.84 ro M $ + LVC: 00.00 00 N .. U 0+ M . U Z IL oar LVC: 300.00 O n N tO � Q o aNj m m w +Ic r rnEn �� +a N pp V papp OMi NV II0 �in N NIJ N ON Ii1 da > J mK Ji lal > � C W N frn� Z WO ZY Um > m y rLO > w W n m M o ad It 00 N - O in �aM011 w nCD� cV tO aO"t - - - �--: .JL NO _ N 2 moo II N�Z0 N 00 an0 UY 0 n 1�0 'a _O ---` \�-- Qd- y�Z FOZZ vrn Irooro Oi� nuni v r am -� -- - �\ rn Inr__ Nn i D rnm d N I o I M I o / N a II II o da of 390' HEIGHT T OF 3.5' OFSao - > > r o n 0.5. _ zz nN / +M 11 _ \ SIA: PPT •467.96 UN E ROADGRAD N p LOWLO ELEVT HEIG T OF II rao > 2. 376 \ L \ P.I. LIFFSTO E BL STA: 3+02.4 PVI STA:35+78.66 PVI ELEV:464.00 & RIVATE ENTRANCE (RI T-IN p 3gp, \ IGHT- T) K: 0.47 _ PROPO ED GR 0$ 3 5' MIN _ 'n LVC: 00.00 P.I. CLIFFSTONE BLVC ATER r � N n PRIVATE ENTRAP 12• D.. prA > JOE I6G��T 0 n to r _N LINE JEC�3. ' \ j rn \ m rc ?•O,L �47 LO.S c� am 1 1 38 p + m u r L=169 69 N` 1 H IGHT 0 \ N II "� N N 190 m YE 3.5 HEIIC� T OF 552.10 D= 5"SRCP CLASS 11 O�JE T 3.5' o z OD a1.5 C SS 111 iV ' y r - In o " D= ro ro \ HE GHT 0 'r o �24 3.5 MIN \ OB ECT 3. ' F i La 9 \\ N N D 30'� 1 Sg \ L0 .0 EIGHT QASS 8 \ rc % m > \ \ x Ci \ OD N4 1 C4 • CD j x C9 \ N N 12 Lc24 6 Oa3 •RCP 00g LAss / r \ rc \ 128 • � \ =112.4 x c� rc \ D=30• =1.00% 'CP C • I In ro ro n Y1 n N M n N Ln ^ LO v ro m •14 C \ Of N O O M ro N In M O n N ro (O O n ^ M ro ID ro M O ro O ro In O ^ O ro n O ro q O O O O n O ro n N M N O M (O h m O ro n O O O O O O O h 0 ao In ^ ro n .- In O Iq n M Of O ro O N O v ro n q In h n m Iq (O Y1 N H 0) In N tLl M ro R O M n M m O Y1 O N N O IA a M M Of h� ` n h n 1 O' au ro � of t0 a ,p a n a n n a n n a n a n a n a n ,p a t0 a pl Dj a O a to a a a M a q� q O vi a M a n e� a M a� . a a N a ro � M Ip a n a Ip n a ro a� In a ro a co ad of ro of a � of ro of n � IO a ro Dj a a n Nj of N au w I: p Ic Ip � ui ro v O n tV Ip In Ic � tV of N Ic v p aj Gp pj I: n us ad �i O o n K 1 4� R N R r Q r r 04 r r r r r � r 0 r r N R W R 0 W R 0 N� R Q r v y r 4 R N R W R 4 R a 4 R a 4 R r N R r, y r r, v� tp R � tp R Q p Q� n 1 � VYY YW YW YW YW YW YW YW YW YW YW YW YW YW YY t1 00 21 50 22 00 22 50 23100 23 50 24 00 24150 25 00 25 50 26 00 26150 27100 27 50 28 00 28150 29 00 29 50 30 00 30150 31 00 31 50 32 00 32 50 33 00 33 50 3400 34 50 35 00 35 50 36 00 STORM 189-195 STORM 185-187 500 500 500 STORM 117-123 STORM 129-125 500 500 490 490 0,N ro _ ro) O N N N 495 O' �N 495 495 NU) roN Nn Nr _ NMI rn / / N m n °i n ro- //------- tO M m aOD �M - -0D M nn -COOCO / / / ad In rG m0 U1Nn� IN 0 ro ad 0nI" O Nn / / IO 495 "� 1�1f1 ap M o n to ad o road 495 O 485 o rn C6 o / 485 // +c6 +I%� II 1<006 d' n ro rn�VF Boa rnn II I�0! II n�a� II / O i(j M Nn / O Map II NVZ� OI ap O O n NVZ_O t<OaF• N O O OI n }� �� o+•'i'�p / +I II an011 0011=) N Z Il ry/ O M vim pn / / II- aa» O rnvro daa ro 11 N'tzo rn 0a� rnn �ao;a �l �� II rno�llj ao_» zo �\.. 'tz .a- ��z0 .�O as +1� 490 +n "r ro��0 N ro - F » -- 11 - 490 rnln tl �u1n 11 490 v�i uri�zz 11 N p» rZZ <a ro» rorZZ -r V roZ» inKKKN_ oa on �0 NOZ a00 0+170 OH O z C)\ (n y�ZZ ~ 0 � N mo o » / NHzz/ 7 A rOZZK d 1 rOZZ 490 \ 490 480 Q 480 / fn Nr_OQ N v/r-- \ m / F35!MIN I�j� � m /\-! 0 \ 485 485 o m 485 3.5' MIN 485 3.5' MIN 485 3.5' MIN / 8"D I. 8"N 475 475 / W W 1W1. \\ 12" MIN 12" I. / \ W 480 / 480 480 12" MIN \\ 12" WIN / 12" MI 1W1• 186 480 118 480 470 470 L= .01 L=44.00 130 LEGEND 190 S= .50% " D=75 5 CP 122 =56.09 1 2 L=52.10 52% D=1 RCP C SS III CL RCP CLASS III 120 L=56.03 =0.50% FINISHED GRADE AT C/L 475 12 MIN 12 MIN L 3.44 _1 S 1.52% 1 CLASS 111 475 475 53.37 S=0.61% " =15" RCP CLASS III - - - - - - -- - - - EXIST. GROUND AT C/L " Rep CLPI� S 0.99% D= 4 RCP CLASS II SANITA SEWER Y SANITARY SEWER D=15 475 = III 475 465 465 - - EXIST GROUND 50' RT OF C/L 194 L=127.5 S=0.93% EXIST. GROUND 50' LT OF C/L 470 465 9t 470 465 9+75 10+00 470 465 101 0 81 470 11 470 460 11+98 1 SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' i BRIAN C. NIifCHELI Lic, No, 035724 on 1111212020 .c ti q - j O `l W O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C-7B /-'ll 1 1 r-- 1— r� T /'1 n 1 r-- rl /""\ I I I r \ / A I—) 11 475 14 ulj u' ~ eta ��a 475 00 J, 00 of a 000L Ai K N N STORM 115-93 STORM 87-89 ' I±'tao '-J 490 i 490 495 495 470 I � N i z z J m � � 48`. 48( 47,' 47( 46: 45! 485 490 RTi='.-} 475 480 470 475 465 470 460 465 455 460 00 9+50 MIN F NII '_»c10fnOZrnIIZ IZZ ao l?55.98 OD 490 465 00a00 o' to m� T ^ Ov�zjo � kl� m o F rn v- 485 460 ? =15" CP CLASS IIIto oo w 0 m n 44 o a ") (o m 0 L=40.3 o MVN S=6.01 0 480 455 o n 000) D=15" CP CLASS 11` 0� cam rn N� 0 0000 a � Z ^ ±�i11 zz:3o / v) cnR? a0 3.5• MIN N (n X i 9 9 \ SANIT _ S EWW 12"D.I. 475 450 WA / 95% COMPACTED FILL 12" MIN / MUST BE PLACED BEL 46 STORM SEWER STRUC' L-48.70 & PIPES IN FILL / S=6.00% 470 445 / D=15" R(P CLASS III 88 / L=56.64 / S=1.00% LLL D=30" RCP CLAS / LP-8 •33 / 465 440 0_155R� 0% ffi CLASS / 8 � 16.31 =0.98% 460 435 10 00 11 00 9+50 10+00 11+00 12 00 1 470 465 460 455 450 445 440 435 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' O O Lo o r n f Z C `� 1-I C� � G 22co CoO CAI 00C W° -� CLu Z b� _ �.. Zp"rd04- OLU a � CO W co cc C 0 Y U) Q BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G O ti x O 44 q O U) REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER O WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C— 7C 0 0 LO C co c r+ C d s= C\2ccoo c\l co c b� �> o 0 z! o� a cc >= a) c 0 �..; BRIAN C. MIifCHELI Lic. No, 035724 q� 1111212020 .i O T_ ti x O W q �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C-7D 545 540 535 530 525 520 515 510 505 500 495 STORM 103-107 535 a 535 540 0 rl \ rq; \ r N o 0-t o 530 o O1 ip 530 535 o rn� roj <o on�'n ��N II o ON Ilj - M rl \ O min ZO O»N in U)OZZ II �ai'1r 525 in rn r - - Z p 525 530 FCjj 3.5' IA�N 520 � 520 525 aro.l. SANITARY !AIL SEWER MIN 0 104 48 515 520 515 $ 7gb 4 Doi � CUSS 106 1.=53.14 =4.01 % 510 D=15" RCP 510 515 '\ SAlk kRY 95% COMPACTED FlLL SEWE) MUST BE PLACED BELOW STORM PEWER STRUCTURES \ &PIPE IN FlLL 505 1 505 510 9+75 10100 11+00 11+27 LEGEND FINISHED 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' 505 STORM 71-75 N n O 0 n O N r N 0 II p rnr? \ 3.5' MIN SANITARYI 8"� SEWER W 540 THICKET RUN PLACE STORM 49-.51 535 — 535 ! Nfll STORM 53-57 LO NLO 535 530 - � 530 525 — o U) ID o O M+OH � 6 a �O v rnII n o II ao m' FOB OinZ� 'n "u1Z= rn to tnri p II -O LOII -p + n 530 525 � ao z z 525 520 ao z z Z rn rn n n~z - f\ LOK d K U) f~n �� N-� rom 00 01 ppONn ON II O d C)+'t 1 525 520 520 515 ci Hp» Ln� N-Zp N --�— Qaj •j 3.5' MIN ---— ----- rn wpZ Z 8"D.I. 3.5' MIN WA OD u� /�_ 12" MIN 8"D.I. 520 515 515 510 / W4L c o 0 12 MI �50 cl ) / 0 LO 0 +0�aF o L=42.55 SANITARY LO Z Z d/ - 5=0.49% SEWER "RCP I ao j A; 54 D=1 CLASS 111 in in r - Z 515 510 510 505 ^ D-15" RCP-C _ ASS 11174 L-56.55 \ 5=1.01% \ D=15" RCP CLASS III \ \ 95% COMPACTE FlLL MUST BE PLAC D BELOW STORM SEWER TRUCTURE & PIPES IN Fl 500 9+75 10 00 510 505 KI 505 505 500 9+50 10100 10 93 L 11 0,15" RCP 11+00 12 00 G BRIAN C. MIifCHELI Lic. No, 035724 q� 1111212020 O r� �1 ti x O W q O U) REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C- 7E ,,, 530 525 520 515 510 505 500 495 490 485 480 475 470 N THICKET RUN DRIVE 25 MPH DESIGN SPED HIGH P STA: 0+40.0 HIGH FIT ELEV. 517.2 NIINIIVUM CREST K VA U E: 12 P\4 TA:20 15.00 LO PT ST : 16+9 .93 PVI ELEV:5 6.77 INI U M SAG K A L U: 26 LOW PT EL--V., 49788 K: 5.81 VI STA: 8+25.0 VC:50. 0 INI UM SD: 15 FT PVI ELE h496.61 LvC: 2 00.00 0 4 0L �^m In 0^rnw 0^w In.. co n nC > O uU.. , _ +� Uo w U+ II1 w // rl tI+D >LU / cNim �w II H j j / / > m > w 0 (n P- 0 rntO 04 2.08 HIG HI PT STA: PT REV. 13+2 49115 .56 (m a PT ST 4+5.10 �pE VSTA: 3+00.0 a06 0 o zo ¢ EV: + VSTA: HIGH PT ST 16+1 (2 K:17.30 VI ELE : 495.5 .55 a j j p1� •j / LVC:1(]0.00 K: 2 .16 HIGH PT ELEV. 498.51 0 en yr z z p N r a LVC:100.00 PVI STA:16+00.0 0 0 0 Q �� LO PT STA: 10+6 .15 O o N M O o M o N r m VI ELE : 498.6 0 m M 0- pQ / o o LO PT EL 487 62 0 6 ��p o K:1 .62 ao 0 / N VI STA: 0+75.0 N rn n rn U� O O0 LVC: 0.00 rn ° li h5 + VI ELE :487.2 +� +�cli � 00f N00) +p^j 00 1 NN - o o a 0� LVC 0.00 6i> >m 0 >L'' ���i;I - 4i vial +a v� vied �o +a daj +r�i�co aoozlZl �vri Nw oN Od' on On m W w UW � cnvriF-? II O• �a U LO 00 00 V O > M 00 j M.,�� j O a Z Z �. 'MIN 0_ ±LJ 0 ( {� N ��O 0 (rj� - 0 U N m � (per 00 / ;m m +00�H ;W (O a� 0 O n 0! ! 1 I 91h ��wGV a.d x ZO e• M to a0 U rr0pp rn D_ .�1 CDDoo0i O 0 00 Lq n e0 >m >w O a HaOjj poi 0) aa� ^Nj / ,� WY m N m 0 +vim +c6 Lf)n M In Inrzz � �a� / / / �4 i 011 +mom � �Yp _ �dZOp 04 II is y�2 00 "' N pi ao II /- /- j Qdj II II - n ¢0_jj nm� am II II II r L0.5. 25 HEI T OF �ojjj / - e0- tLj r r0 a O OBECT3.' to (nr? ? 0M (0p(oe00 II z i5Oj j /^ - �-- �� M0 �� \ w 00 in / O-L +mar QazO 25. EI OF 2.5 % ^ o z o j j N o z / -1.18 / / 3. ' MIN _ / / II 959; COMPAC D FlL \ F =j / \ / MUSY BE PLACED BELOW HEIGHT OBJECT 3.5' - STO M SE & IPES IN FILL / / \ SUN \ \S 6) / t\ / 142 1301$ 0 c L�1.83 S LASS 111 W cl 2.00 O W W 03.21 l "RCPii °° m m 146 7 F24L;(I� .60%Off' in in $ L=132. CLAS III ;� N N N S-1'3 " WpP N • _ " RCP LASSm-c / C'! xtd N >m c Z0i - W 0D10D%D W m>_, xUWN \\\ iD 10 G LS N RCQOC�P55 LI cl / r / c0�> o to Q • x CdLwl NEED / 0 0li / / SANIT RY I SE o N a O v) O W n o(0 N nNn a m N N N 0 M M 0 0 m -O 0 0 7 o N Ol • 0 O 0 h pl N 0 '6 m M 0 Na Q O n NN 0M Ol N ONh •Nhe q.NhG OO M fp N m OJ IN n cli cli C\i O ! O 0 n (0 rn us 0 CI i7 pp m C NR C Oi q � O N v vm .GNn M O ri , ` C1 rl h h a aa a m m Lf) 00 8+50 9+00 9+50 10 00 10150 11+00 11+50 12400 12450 13400 13450 14400 14450 15100 15450 16400 16450 17 00 17450 18400 18 50 19100 19450 20100 20150 21 00 21 50 STORM 515 510 LO 0 \ M c \ I:rn y) \ +rnr 505 � r 0 > virz z \� D: 500 _U 3.5' 495 490 485 1[G2I +n,,r M O 0> II II => t �,,ZZO u__ <o»> 'rzzz \ LL mmom 6ro.1. W 12 MIN D=15' RCP CLASS III 1 143 515 510 505 500 495 490 485 10+85 STORM 159A-139 515 m 515 m LO O 0 N In M(0 g -- 0 CD o a .av;� p �n 0 in \ a o+ II j e0 0 0 rn 510 a na p II ONto rnrn 510 O +Oj \ F jj MM7V II m rnN0 \ rn U) n ±v0i 1 o--o N Nr? \ O 1� aaj jj FUJ N0Z ZZ 505 \ Y 505 \ r c \\ .5' MIN 500 �_ 500 15ge WA Lc1151 WMIN3t RC3P SSpI 12"MIN 495 _ 495 S EWERNITARY S 0.511; D=15" RCP CL> SS III 95% COMPACTED FILL \ MUST BE PLACED BELOW STORM SEWER STRUCTURES \ 490 & PIPES IN FIL� \ i 490 9+50 10100 11+00 11+80 LEGEND FINISHED GRADE AT CIL - - - - - - - - - - - EXIST GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 0 to C r n o- c lJ �' c Z `\2 C\2ccoo (\2 00 ice. W "4. C CW ��0` Z �°' b V p .--I Z p" b c).y Z u W;y .14 1 .c o�Co OL a ;-4CO �+ rr �' R V/ c i BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G ti N q� ti W q m REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C- 7F STORM 65A-61 530 525 520 515 510 505 500 495 490 485 480 475 470 465 101 530 525 520 515 STORM 63-57 >TORM 63 — 57 PROFILE 520 520 515 510 510 505 505 500 500 515 to m LO10LO , o 0 0mro 0 0 t5 <O 0> 0 O N(0(0ONE oo II II 0 z z 'per M oar 510 � � II -- III p aOzzg In OFn> �___ ? / / / 505 500 535 530 525 520 515 510 505 LJ 12 MIN 495 495 W� 495 500 64 L=40.00 S=0.90% D=15" R P CL SS III 490 490 490 495 9+75 10 00 10 68 STORM 67-69 485 510 510 490 0 ODM W N MIl 00 M 00 480 505 0o 0i Z o 505 485 ro» 0 1" CO vi yrzz o o ~ 475 500 o W F 500 480 N N NU N U cli m d 470 495 495 475 3.5' MIN 94 8"D.I. W/L 465 490 28" 490 71 L=40.00 �/ 485 S=0.6o9 D= 5 485 / 95% COMPAC D FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 480 480 475 I 1 475 10 90 CROSSCREEK PACE 5 NIPH DESIGN SPEED MINIMUM CREST K VAL E: 12 0± MINIMUM AG I< VALUE 26 N M NIM M SD: 155 FT �g g HIGH PT ST : 12+5 .00 a z HIGH PT ELEV, 506.81 x PVI STA: 2+25.00 HIGH PT STA: 1 35.00 w VI ELE :505.25 HIGH PT ELEV-. 515.21 fe Ow 79 LVC: 0.00 PVISTA:113+60.00 PVI ELEV. 51167 0- I :35.82 0 o o L C:150.0 ,y ci ODOf ON 11- LOM PT ST 10+6 .17 +0 v � +� .. N I OD mo n ^' LO PT E PVI STA: V: 495.52 Io cwi lii w > + LO + Lwu' 1+00.0 0 >m ��-- PVI ELE f.494.71 K:c.58 a m w 0M vw LVC:1 D0.00 m w 1.82 2. 3 0- M mo I ±07) ON IIO� Nrn v a —� �w m Ul j p > W 0 m 00 m w 't r O '0II ±N 1 CD Nr ^ Z7/ —� CD aD n �o N as 6• m 000 > O to N o / cn rho rl OIDr, n0N / 10N ID 00!� •nn MIS n� IAA +IMo �'t / •to 11 0, pa II 1 n / \\ � rnllo 0)*zp 0 0 - 0 \e0s$ \ 2.16 2.01$ 2.00$ / 00% / 58 \ \ / L= B4.78 S .34% \ / D 15" RCF CLASS III O Sk AR\1� 6 95% COMPA TED FI L a m S WR MUS BE PLACED BELOW / aD N \ STORM SEWER STRUCTURES > > \ / & P PIES IN FILL 7qq to aD aD / L 26.�& S. 0.79% D=15" RCP CLASS III D0j h nCD 5l h w n R 1� M N R 1� N 0 h 0 N ID DNj T O ^ N M Q M O CD ^ N h a N h IrNj M CD N W rn O ^ Y1 O m N M M R ri rn ICI aG rn v � h rn v f0 nl °i v � 01 v (6 IG �' v � V v ICI ri rn � nl v n ri °' v � rn $ IG S 2 � 01 0 $ ICI ^ o � nl 0 � M O � R o Ib � R Cl h Mi h h IG Y h a K h K '� h � aG h GG 0 h ^ aG h 01 n h 01 h Ci h C) h v a v a a a a a a a v n n n Ib n n n Ib In n n n n In n 00 9+50 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 1 00 1 50 15 00 15 50 16 I 00 16 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 39 SCALE. - HORIZONTAL: > " = 50' VERTICAL: > " = 5' 0 Lo C r n o- c Z C\I co C\I 00(DE c' c W � C CLu Z ao�l b f 11 O \a .� a Z I .y ptZ:10 4- w ;"..Or 1 W Owl LO rI CO��� cc i••I Z.s E BRIAN C. HIRTCHELI Lic, No, 035724 o, 1111212020 .G O T_ ti �n r� O 44 q REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C- 7G 530 495 525 490 520 485 515 480 510 475 505 470 500 465 495 m 490 455 Oil 450 •m NA 44 445 - 475 0 470 STORM 203-BMP1 STORM 203 - POND1 PROFILE co 01 CR NI: NI-.0 (0 an rl 0, O N Zil Z0 Na »> 0 n N Z_ZZ N -n or Y 0 1+�O U N NR—z in U 0 w 3. ' MIN WA 00 1 MIN m ej LO SAN. m ui SEWER 0! LO It v 204 7 0 v II L=40.07 o 5=0.5OX Z D=15"Gr CLAS cn cn0Z i 5% COMPACTED FILL UST BE PLACED BE STORM SEWER STRUC / & PIPES IN FILL 0 N 198 / L=74.22 o N 60 / D=18" RCP CLASS III CD N 0) Z_ II . IY �O>; n nH? E .0 V200 L=45.17 S=1.99% IPRAP D=18" RCP CLkSS III L=65'xW=16'xD 2' / FILTER FAERrC- 435 9+50 465 ,". 455 E&Ii7 445 luTwv 495 490 485 480 475 i III 470 Ow URES 465 460 455 450 445 440 435 11 68 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 0 In C r n co c Z C\I T. co (D E c` (D 0 CAI 00 ice. W � "�. -� CLu Z0 .d it .r f 11 O Z �b0 rl m T. O a � CO W r� co cc V J u � >r O C i BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G ti N ~ ti q� ti W q m REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C-7H STORM 19-207 49E 49C 48E no 47E 47C 46E no 45E 45C 44E 44C 43E 43C 42E 77 48C 47E 47C 46E 45E 45C 44E ail 43E 43C 42E 42C 41E 41C 40E 13-209 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST GROUND AT CIL EXIST. GROUND 50- RT OF CIL EXIST. GROUND 50, LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 0 m LO C co cr Z_ 1-4 C c coo C,co � CSC C W � b it .r f 11 > �J p"O Z ""d o W�O.2 1 �� a O a 'S muccc uc C G BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G f low D m REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C - 71 480 475 470 465 fm 455 450 445 440 435 430 425 420 10 LEGEND STORV 163-149 STORV 83-87 DOUBLE CULVERTS 1 /1 A - 3/3A FINISHED GRADE AT CIL 515 — 515 495 495 470 47C EXIST. GROUND AT CIL EXIST GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 510 510 490 490 465 465 a , — S CALE: 0 OD 0) a0 � � OD� N a M r^ t0� CDC ��i \ �OD0 Y CI00 EDp �� O Or HORIZONTAL: " = 50' +^a" °° M Lq� �°° _ �.a 505 '� o'D 505 485 n Di 00 — —is 485 460 46C » > �D Paz M ci �ODia r,*`° o�<o \ — tO'"�v II VERTICAL: 9 =5 0 °) "pm —0� � +��~ N -- ±� r opa a0� +nor rn ±rnF=1 n pC000 I OItzo oa m 7tzzp �o vim�l� N Z P, pto II] O Z0 m MMOD a0 II-0 000!h II-- ID a z 0 n n a I ORNAM NTAL .�" n D+rnr o n - da rn ra da ra- � +OR00ar v�i N�zz �az� � vri�?zz WALL II 0 r0» N yrzz �rn II II p aD II —0 d d a j Ir Vn In r?? * z z o a s ORNAMENT L 500 N N Y \ II - — 500 480 of or ? z 480 455 WALL 455 0 K y�ZZZ O �� a0 1 aD CL \ r oOa � 1 N4 a 11 3.5' MI II- aoZz 495 \ N N 495 475 8"DI 3.5'\KN W 12" MI 6"D.I. WA \ 12" MIN \ 49077T7 � 490 470 L=47.35 37.2" 18" _ S=2.01 % 7=15" RCP CLASS III SANITA SEWER i66 SANIT Y L=40.02 SEWER S=1.00% 170 148 485hGp = CLASS III L=40.18 1 8 5=1.99% S=0.91 D=24" L=49. D=15" RCP CLASS III RCP C SS III S _0.9 % D 15" RCP CLASS III m 475 9+50 10+00 STORV 131-BVP3 N OD O N M p2 LO 0 m m N �°n'oa 00 cD [D pNOl�Osh ON 000?W 7CO +� Na N�zzz0 +anD� np� rn II-- �p0 n N 1 N () z- Hp� D' I —0 v) vlr? d V) V) zz JT[r3.5' MIN 120D.I. WA 12"MIN 0 v go - 914 132 L=66.82 o v� v m N II S=0.49% m ±�zo =15" RCP CLASS III II- aD_>; Npzz >; in / I 0 / O ri CD�z cn cn / 96 L=43.19 S=0.90% D=30" RCP CLASS III / 98 / L=57.03 S=0.89% D=30" RCI CLASS III 434.0 sz RIPRAP �p0 sA5.6 5o955 " R / SWM/BMP3 / J 00 11 I 00 13+ 00 12 00 13 480 475 475 470 470 465 465 460 460 455 455 450 450 445 445 440 440 435 435 430 430 425 425 420 420 9+ 72 1 485 465 r 480 460 9+50 10+00 121475 56 L=80.11 5=1.00% S=0.80% D 24" RCP CLASS III D=30" RCP CLASS 111 STORY 9-11 •75 •70 45 » 55 50 45 35 30 .25 •20 475 450 470 445 465 440 460 435 430 425 420 415 410 405 9+ 480 47; 47( 46; 46( 45; 45( IM09106*1l104V_�IK410Z01►` 0111It 180 75 70 65 55 50 5C 45 E5 35 3C -25 -2C 15 10 -05 i BRIAN C. MWCHELI Lic, No, 035724 1111212020 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COA4A4ENT 07/31/2020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C- 7J 490 485 480 475 470 465 460 455 450 445 440 / / / 435 430 425 420 415 410 405 94 oo� " xo���o 2oa»> 4 _v 0 W) W U) 0 + v + II �OO�ti / / \ 12( D.I. EX. 12' D.I. 70LF@0.54. ; I� 1 LEGEND FINISHED GRADE AT C/L — — — — — — — — — EXW.. GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L w N 12, �� 95% COMPACTED FILL MUST BE PLACED BELOW STRUCTURES & PIPES IN FILL I ALL PVC SEWER MAINS SHALL BE BOX DOT r / / / / / / / / SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 1 "=5' 0 N CASING PIPE 12' D.I. 139.43 LF R 0.737. 515 510 505 495 mail 485 0M-11 475 470 465 SANITARY 1 CD i °D M , ■ 0 Mpfpp rl ; ri cli z mm , Z \HO =daj> U �O� I N n O GD 0,L �I�Ir vnnOZ� �vz_o II— / m NrozZz // E BRIAN C. MIifCHELI Lic. No, 035724 q� 1111212020 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COWEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COMMEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C-7K SANITARY 3 PR❑FILE 550 545 N I 0 N O 0 0) No 00 LO 540 wLq I QN 00 Q +MH OI�M:3 Na0 N —In0 a0 0a`4 \rp> '0'iLO EnHz,� / +MLO / 10NZ0 535 II - Io»O i < 530 525 520 515 510 505 495 490 fm mil ��� 540 475 9+50 10 00 95% COMPACTED FILL MUST BE PLACED BELOW STRUCTURES & PIPES IN FILL I 11+00 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 20 N i 0 ao aV 535 00LO CD + N ~ 0 o0 II I I � I � I � 1 530 12 00 13t 00 14 00 15 00 16 00 \ \ 525 \ 520 ?122 8•P VC kF- SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 515 540 535 530 SANITARY 1A PR❑FILE an 0 001 0 1 �a00 LO0 525 0 00—: —0 O OOO 0 0,* OLOOO� N N0 p O� 1 +Uj U)F O Z Z O (60 N Z 0 Q a in \HOjj 520 cn Z z 515 I ' 510 / / / 505 / / 8' PVC 34.20 LF @ 5.85% 500 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 495 9+50 10 00 11+00 SANITARY 2 PR❑FILE . PJG A''g1• 2A63A �� 540 a 0 Lo � 535 ado to +gin NNj N II o \<p> � NHS 530 / / / / / 525 / / / / 520 ALL PVC SEWER MAINS SHALL BE SDR-26. I 1 12 00 515 510 505 500 495 13 00 13 35 N M N 0i O LO 00 Nn0 LO no N N Ni O M o0n$ / LO NN / Lo0MM / N tozzo o / �"Ic,ajjj / s mom?? j / / 9I• $ f e / Zj$96 510 LL PVC SEWER MAINS SHALL BE SDR-26. A . 505 I I I + I + I 9+50 10 00 11100 12 00 13 00 110 I 15+00 1 16+00 16 I29 11 i BRIAN C, MI6rCHELI Lic, No. 035724 A 1111212020 t O T— � q q Q O REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENT 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 SHEE 1. # C -7L �Z �W �W Z �W OW 0 0 LO C co c r+ C\I d C\2ccoo c\I co c b� �> o 0 z! o� a �cc a) c 0 �..; BRIAN C. MRTCHELI Lic, No, 035724 q, 1111212020 .G REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COWEN T 07IJ112020 PER 0 WNER 11 12 2020 PER COWEN T DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY NKUJ.# 20150290 SHEET # C-7M SANITARY 7 PR❑FILE to 540 to to 'n `t N N tnp + N H N too 535 = II �j�o> a— — — — — �O /� — —-- 00 //---/—`-- 530 100 ' v / 525 520 515 510 505 500 490 485 9+50 10 00 500 495 49C 48`_ Cfi 47`_ 47C 46° 46C 45` 1 I 1 11+00 12 00 SANITARY 8 PR❑FILE SANITARY 12 PR❑FILE 515 510 M Q O 505 0 Lq p N C7 0 I p U d orn� w Z M 500 �k �<_*o> \ \ z O nnco (n�z \C' I I K) O O K o m-t0i n N (0 � 6 O d 3 +a a� 495 K) -azzo a»> zzz r 490 475 470 ALL PVC SEWER MAINS SHALL BE SDR-26. 465 I I I I I I I I I I I I I 460 I 1 I 13+ 00 14 00 15 00 16+ 00 17+ 00 18+ 00 19 00 20100 21+ 00 21+73 9+ 5 10 00 11+00 11+27 SANITARY 10 PR❑FILEto m SANITARY 11 PR❑FILE 525 'n 505 2 505 I Q M to p N F0 99 t to o N O to 00 00to ton I ui � � v o It 500 F 500 520 ,to 0) ,no �N W _ aa> am 11 mo y�Z pOnp 1 `n ern z 0) p � U) I ID °� a ucCO0 inNI pj +� j Ol U1 Z_p oo 7 OCVp a to apn � r,m ul W) a Ln II 515 ~0-zz NH-- +no N +a`� �Loz_o a_ 0 495 °i nuNin v 00 nnn 495 M \ p Qa O vnOp00Oa +00��H Lo., I N cy ONj Nja pto-ta II tui Npa \\ �� » 2NRzZ p ��o 000 II II --m ------ ton ��� ��VZZo /'—� `�Zzo ---- --- -----r, V1N II CO \ z o f Nrzzz-----' It rlon ��M (n�'zz x aa> +'n oP 510 \ ��\ o n 490 �ci K) 00 II f z 490 Z ��� ,n -vzo \\\ t -t <o» I'`fl — a cljU) Lot (nzz .0 (�� cp.\\\ u• N�� aova6 505 `o _ \~Om0)a� 485 NN vzzo \a�>>> M V'p— 162,478 F .I \ o,97i � 500 480 Ig64 j 8\ <F @r ALL PVC SEWER MAINS SHALL BE SDR-26. Sa'Oi 495 490 485 I I 1 I 1 1 9+50 10 00 11+00 12 00 13 00 13+46 475 470 9+75 10100 ALL PVC SEWER MAINS SHALL BE SDR-26. 8' D.I. 366.29 I I I I I 11+00 12100 13100 14100 WA 8' D.L 121,21 LF 2 0.50% 24" STEEL CASING PIPE LEGEND FlNISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 8' D.I. 95.5695.56 L 485 11 CfZ��I 475 11 470 11 15100 I 16100 16149 SCALE: HORIZONTAL: I " = 50' VERTICAL: 9 " = 5' O Y U) a BRIAN C, MI6rCHELI Lic, No, 035724 A 1111212020 r^ C) q q Q W C REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OW D 05117119 PER COMMENT! 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 S'dE'E 1. # C -7N 0 0 LO C\ 00 c d� c; C� a cl,mo a�C\2000 xbo} or o w ap a or LOco c, c> 00 (1) c 0 C% BRIAN C, MIifCHELI Lic, No. 035724 A 1111212020 t O T_ � q q w �w REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENT 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY tutu✓.# 20150290 SHE t' # C-7o SANITARY 5 PR❑FILE 490 a 0 485 I z O LO U �_�w W Nna z 10 N 480 "09 o N 0 a v O N� II 3+0 SANITARY 4 PROFILE °��� o a II =Qdjjj \HOZZz N -,t Z0 540 475 ~--- . 11 a-jj \;� � OFZZ 535 OD i M Of 530 t r-i o'n }(VH ^NO 2 � n o> ao CO � � En 525 a0 meow / N p <�O 000ad n / 00, II / +O °^ 0inzzo/ 520 �a0j j 2 V)i 515 510 505 ALL PVC SEWER MAINS SHALL BE SDR 500 I I I 9+50 10 00 11 00 11+84 470 \ \ 465 \ 460 \ \ \ 455 44 95% COMPACTED FILL MUST BE PLACED BELOW STRUCTURES & PIPES IN FILL N I N N co LO 0 O N NCO~ NI r0 j m Npz \ 10' D.I. / 10' D.I. \ 165.82 LF @ 0.30% 70.82 LF @ 0,30% 450 \ / ALL PVC SEWER MAINS SHALL BE SDR-26. \ / 445 \ / \ I 440 fl I 435 I 1 I 1 9+50 10 00 11+00 12 00 SANITARY 13 PR❑FILE 500 \ \ LO Cool 495 \\ LO LO \ O in c0 \ LO rn n1 may �1.�r \ I CD O 0 C!N \ ILI M N (o+ IIa? \ �Iq n I vZZO U)v LO� 490 \ LONn I <Q-j jj \ 00LO ci 0� Nrzzz \ r,Nar M / \ LO ±vzo C)4co 0 v / II _ 0 r m: II / \ \~OZZ 1� +co 0 fnH__ LOM'tZ0 / 485 \11 \ 480 \ 8' PVC / \ 134.95 LF @ 0,50% 475 / 120.99 LF @C 0.50% \ \ / 470 \ / \ 95% COMPACTED FILL MUST / \ BE PLACED BELOW ALL PVC SEWER MAINS SHALL BE SDR-26. STRUCTURES & PIPES IN \\ FILL 465 \ / 460 \\ / 455 20 450 ME 480 475 470 n NOS mco 0 ¢a j 465 Npz \ m 455 450 445 440 435 430 SANITARY 14 PR❑FILE 480 475 co N I N N n IIN N On o aj � 470 C ± II ,o II II o N � tzzo 1 -- II �<ajjj � N�ZZZ 465 m 455 450 445 440 435 430 1 I 440 I 1 I 1 I 1 I 1 I 1 I 425 I I I I II 425 12+95 0+00 1+ 0 2+00 3+00 4+00 4+ 8 9+75 10 00 11+00 1 LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 0 m LO CI co C Z N " a N00 ) C\2 a0 C W co � CW l2 o Z pp Co r� 0 P4 4 Z•r1 �a it �...I� w CO a O W o CO W C) Lo cc v / v 00 (1) c M BRIAN C, MI6rCHELI Lic, No, 035724 A 1111212020 t 0 � q q Q, O w O � REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENT 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 S'dEE 1. # C -7P 510 505 500 495 490 485 480 475 470 465 9+ 495 490 485 480 475 470 465 \ 460 \\\ 455 \ 9+75 10 00 11+00 12 00 LOS CLIFFSTONE BLVD & THICKET RUN DRIVE PROFILE LOS CLIFFSTONE BLVD & OFFICE ENTRANCE PROFILE 510 05 go] 95 85 80 75 70 85 495 490 485 480 OF 475 470 465 460 T I I I I 455 13 00 14 00 15 00 16 00 17 00 1 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) NORTHERN ENTRANCE PROFILE 500 500 495 490 480 475 470 465 9+75 10 00 11 I00 12100 13100 495 490 485 480 475 470 465 14 004 15 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) SOUTHERN ENTRANCE PROFILE 495 495 490 485 \ 480 475 470 465 460 9+75 10 00 \ I I I I I 11+00 12100 13100 LEGEND FlNISHED GRADE AT CIL - - - - - - - - - EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL Mit, 485 480 475 470 465 460 14 004 15 SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' 0 0 LO CI r n ao c (n V d' c Z C� a 22N00C�2 a0 c. W � Cw ;nl pp ri� C� V �+ G�O 'd o +: Z CA U OW ow�...o a W LO co cc �c (1) c a �= i 0 Cf) U) a BRIAN C, MIRCHELI Lic, No. 035724 A 1111212020 O T— q o �; a Q W ti REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 C-7Q LOS CLIFFSTONE BLVD & APARTMENTS (WEST) PROFILE I 505 I 500 1 495 I 490 I 485 I 480 I 475 470 465 / 4609+I75 10100 1 \ \ 11 I00 1 12100 1 13100 / 1 14100 540 535 530 525 520 515 510 15100 LOS THICKET RUN DRIVE & THICKET RUN PLACE (END OF CVD) PROFILE 16100 540 535 530 525 520 515 OF 510 50 9+I75 10100 1 11I00 1 12100 1 13100 1 14100 1 15100 1 158605 LOS THICKET RUN PLACE & THICKET RUN DRIVE (WEST) PROFILE 505 515 500 510 495 505 490 500 485 495 480 490 OF 475 485 470 4809+I75 10100 1 11 I00 1 12100 1 13100 1 14100 1 15100 465 LOS THICKET RUN PLACE & THICKET RUN DRIVE (EAST) PROFILE 515 1 17100 1 1889�560 wi 505 4a4f 495 Mi. 485 515 II 510 II 505 I I 495 I I MEMI 485 I I I fi I 480 11 16 6d09 515 510 505 1 500 OF 495 490 1 485 1 480 9+I75 10100 1 11 100 1 12100 1 13100 1 14100 1 15100 1 15185 80 LEGEND FlNISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' i 0 Cf) U) a V11R1AN C. MIifCHELI Lic, No. 035724 1111212020 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FEW.# 20150290 C -7R LOS CROSSCREEK DRIVE & THICKET RUN PLACE PROFILE 550 545 540 535 FGI�T HEI-OF OBJECT \ \ 4.0.S. \ 2gp• 530 525 \ 520 515 510 9+75 10 00 530 525 520 515 510 505 500 495 485 480 9+75 10 00 I I I 11+00 11 I00 3.5' HEIGHT OF EYE 13100 550 545 540 535 3.5' OF _ OBJECT 530 i 40.5' 2g0 / 525 / 520 / / / / / / 515 I I 1510 14 00 15 00 15 85 LOS CROSSCREEK PLACE & CROSSCREEK DRIVE PROFILE 12100 13100 14100 15100 530 525 520 OF 515 510 9cl 495 490 485 480 15 85 LOS CROSSCREEK PLACE & THICKET RUN PLACE PROFILE 545 545 540 535 530 525 520 515 510 9+75 10 00 11+00 12+00 540 535 530 525 520 515 510 13 5 LEGEND FlNISHED 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' VERTICAL: > " = 5' 0 0 LO CI r n ao C; (n V d' c Z C\2rf a 22 co C\2 N0 �✓ 00 C W � ; 0 Cw Xpp L ri� C� V �+ G�o 'd 0 +: ZCA 0: W 0 ;;! CO p w a 1-4 oui c) LO r� "t cc o C i O Cf) co a BRIAN C, MIRCHELI Lic, No. 035724 A 1111212020 O T— q ti O Y O Q5 ^�1 ti REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 0713112020 PER 0 WNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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I ! 1 � `. \ \ I i, l � I l I I p 1 1 1 / / i � �` � \ \ \ / , ♦ \. a t� n� :_. i / 1 inch = 100 ft. O Lo C r n � Z T. 1-4 � r� Q 0 co CQ M c W ZbLGx.f ,b it f 11 O V .� Q; Z i•f ..fir I � Lio�CO OLLill o LO rr ���' CCV/ U i BRIAN C. MIifCHELI Lic• No, 035724 IN 1111212020 -i REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER COMMENT 08127119 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 SCALE 1"=100' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY FKUJ.# 20150290 SHEET # C - 8 A JB-1 OPENING IN TOP SLAB OF CHAMBER TO BE CIRCULAR WHEN USED WITH TYPE A OR C TOWERS B !1 TWO BARS K TO BE USED N EACH CORNER WITH CIRCULAR OPENING N TOP. f1 BAR F E.F.-E.S. RACED UNDER INTO SIDE WALLS FACE. 'BARS A 9 B" C-C N.F. ,BARS G a B" C-C F.F. BARS J a 8" C-C E.F. I"W" DENOTES BOTH THE INTERNAL J CHAMBER WIDTH ALONG THE NARROW AXIS AND THE DIMENSION OF THE B OPENING IN THE TOP SLAB OF CHAMBER PLAN VIEW (TOP SLAB REINFORCEMENT) 12"BDOWELS 9 " C-C A SEE NOTE i NOTES: 1. ALL REINFORCING STEEL TO BE KB BARS WITH A MINIMUM 1%2" CONCRETE COVER. 2. ANY REINFORCING BARS N CONFLICT WITH PIPE SHELLS ARE TO BE CUT A MINIMUM OF 1%y" FROM PIPE. 3. FOR DETAILS METHOD OF TURNING ANGLES AND APPROXIMATE QUANTITIES SEE SHEET 2 OF 4. 4. PRECAST CHAMBERS OF THE BOLT TOGETHER TYPE MAY BE SUBSTITUTED WHEN APPROVED ON AN INDIVIDUAL BASIS. 5. ALL CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. B. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE ELECTED. B.WHEN SPECIFIED ON PLANS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. TIE MATERIALS INCIDENTAL TO THE SHAPING ARE NOT TO BE MEASURED OR PAD SEPARATELY BUT THE COST OF SAME IS TO BE INCLUDED N THE PRICE BID PER CUBIC YARD OF JUNCTION BOX CONCRETE VAR. D + T-1" n N NT + 3I1 1 BARS F w n BARS A a *INCREASE INDICATED DIMENSION BY V FOR USE WITH 72" PPE. THE LENGTH OF ALL BARS AND THE NUMBER REQUIRED WILL VARY WITH THE SIZE OF CHAR . FOR APPROXIMATE WEIGHT SEE SHEET 2 AND OF THIS STANDARD. APPROXIMATE J BARS B. C. E. G. H, AND J ME STRAIGHT. B 6 T BARS 0-' - - +w � U 6 FOR DETAILS OF O I FFF•,•Jljj U �„$ + - a STEPS E STANDARD m I �FJT W BARS B-; 0 I o _ 2 g I W m Ie Z n W m .� I SEE B, B„ o Via. Ll M BS D 9 12" C-C OPTIONAL KEYED BARS C a 12" C-C BARS D BARS C LONSTRLICTION JOINT SECTION A -A SECTION B-B xvoor JUNCTION BOX CHAMBER DETAILS FOR 4811 - 72" ROAD AM BRIDGE STANDARDS SHEET 1 OF 4 REVISION DATE PIPE CULVERTS MAX. DEPTH (H) - 20' O5 233 10 6 .10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SECTION A -A NOTES: 1. THE STRUCTURE SIZE AND WALL THICKNESS VARIES OF FEET BELOW 2. THE COST OF THE SL-1 IS NCLUDED 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 CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (30DO PSI). PRECAST CONCRETE IS TO BE A4 (4000 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). SECTION B-B SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS P. F 5 BARS 6 a" C-C TYP. TYPICAL PRECAST UNIT ROAD AD ERIDGE S ANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPREFCTER FICANCE TION SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 D6.14 VIRGINIA DEPARTMENT OF TRANSPORTATION TO BE USED FOR ALL STORM SEWER PIPES ASSOCIATED WITH THIS PROJECT NO PROJECTION OF PPE ABOVE GROUND LINE TOP OF FILL TOP or ILL - too OF FILL ORDIRO ME: - 19RW10 LINE -�-irQtQUND LINE `� EAM /� RooX a b EARTH' LNTELDFq n N N BOIL m a a I1LJL.h: - MA" •' 1 MITI VD O y D X YED061O W -- K D X Oj W A WL Via I A l D X` M r �.I WAX LN, s•. MAX 24" FOUNDATION SOFT. YIELDING, OR NORMAL EARTM FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PPE PROJECTION ABOVE GROUND LINE WL 1. x 0 LAIN 1.15, K O MN. LD K O W4 .1 K D NF/. TOP A FLL fOP OF FLL TOP a FILL LINK _a1QLMD LIl L - EARTH _ Is+ -ROCK OR r - 1/1.1vtD i CAN D X WTOW G PFR c. cSOL O IN W. VU D n �qD EARIN REDOING MATERIAL ANAL 24" MATEAAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ,IFDOPD MATE & IN ACCORDANCE WM NOTES ® SECTION 302 OF THE ROAD NO BRIDGE SPECIFICATIONS FOR PLAST PEE, THE LIMITS OF THE CLASS : BACKF'LL MATERIAL SMALL BE CLASS I 0A:16AL MATERIAL N ACCOROMCF LXTLMD0 TO 7ADM TIE TOP OF THE MPG.. NTH SECTION 302 OF THE ROAD NC BRIDGE WCW'Y.AT04S FOR GENERAL NOTES ON PIPE BEDDING SEE NSTN 71,00% OF PPE CHAVECI AM VONA SEWLRS GENERAL NOTES bIl 5KE1 ID7.00 • •• 5ACKF1LL MATERIAL N ACCORDMCF ®REGULAR WTH SECT1ICpN11 3D2 Or .,E ROM AND 4MCF CRUSHED CLASS OOWOR%" TO THE SIN REQUREMENT$ FOR CRl9'ER R:A, SPLCAIU,TIONS AOOREGATE SKM 25 NO 28 MAY BE USED N PUCE OF CLASS I 11.11dWFLL XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS WILCFaCAT10N RFFF ENCF ROAD AD BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "Alt 3j_ SHEET I a . REVISION DATE WMrNA 01J'AM'MlAT Of 'NAN'JHON(AT10N 3J'. ro7.oM 0' LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLES f1i fnkknij 150 300 %3 45a T T- �E 600 756 QUANTITIES FOR CHAMBER PPE SIZEANGLE OF TURN NOTES) WHERE PIPES ENTER THE CHAMBER ON A SKEW, PIPE WALLS ARE TO BE EXTENDED, IF REOURED, INTO THE CHAMBER A SUFFICIENT DISTANCE TO MAINTAIN A MINIMUM UNCUT LENGTH OF 2' N A 6' PPE SECTION. QUANTITIES SHOWN ARE FOR CHAMBER WITHOUT PIPES. PIPE DISPLACEMENT OF CONCRETE AND STEEL MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. SEE SHEET 4 OF 4. CHAMBER AND TOWER QUANTITIES FOR CONCRETE AND REINFORCING STEEL MUST BE ADDED TO OBTAIN TOTALS. "W" 1 STRUCT. STEEL 2,_0"1 30 Lbs. 3,-0.. 1 40 Lbs. 50 Lbs. REFERENCE' I JUNCTION BOX DETAILS FOR ANGULAR CONNECTIONS OF 48" - 72" PIPE CULVERTS ROAD AND ABRIDGE STANDARDS 115 REVISION DATE SHEET 2 OF 4 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.11 INITIAL BACK FILL SEE SECTION 520.03 VDOT SPECIFICATION PROPOSED AVA'fEf- PIPE CLASS A3 CONCRETE CRADLE PIPE L O0DD. 1D" 124"I' 'I 24"1 70" N CLASS A3 CONCRETE CRADLE D.D./4- O.D./4 (3"b1IN) REBAR PROPOSED *kT-Eft, PIPE R MARav'``A'e.c' SECTION CONCRETE CRADLE DETAIL NOT TO SCALE 2' L4IN STORM SEWER 'B-T 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). J'-2" (SEE NOTE 3). STANDARD MH-1 STANDARD MH-1 FRAME FRAME 6 COVER 6 COVER STANDARD Mi-1 - Fo FRAME 6 COVER m 2-_0i, o - V � G r a inx z 2" J_0 ro 6.. 5 Too v T-O, $w TOP SLAB OF COHAM P SLAB OF TOP SLAB OF CHAMBER CHAMBER SECTION A -A SECTION A -A � „W„ � 7„ ham--•{ r 3�5"� ' fl WPLL THICKNESS TO BE B" TO A DEPTH OF 10' MD B" OVER 10'. BMS S BARS i I 4 REO'D. 12 REDID. nl A q SECTION A -A 3 r E 8 BMS T / \\ PLAN A A Y8 Ls 1 -4 BARS S ;a1� m PLAN PLAN NOTES' QUANTITIES FOR TOWER 1. PRECAST LINTS IN ACCORDANCE WITH STANDARD MR-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 D.843 C.Y. 0.J25 C.Y. CONCRETE AND STEEL BASED ON THE THEORETICAL QUANTITIES THAT WOULD HAVE BEEN REQUIRED TO BUILD THE TYPE A TOWER. INCREMENT 0.282 TO ro'DEPTH 0.259 0.145 2. SEE STANDARDSL-1 FOR APPLICABILITY OF SAFETY SLABS. PER FOOT 0.382 OVER D' REINFORCING 62 LBS. 3. INCREASE INDICATED DIMENSION BY ONE FOOT FOR USE WITH STEEL 72„ DIAMETER PIPE. 4. CHAMBER AND TOWER QUANTITIES FOR CONCRETE AM REINFORCING 'IIHRII' 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. VDOT JUNCTION BOX TOWER DETAILS FOR 4811 - 7211 SPECIFICATION REFERENCE ROM AND BRIDGE STANDARDS PIPE CULVERTS MAXIMUM DEPTH (H) - 20'; SHEET 3 OF 4 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 108.12 DISPLACEMENT QUANTITIES FOR PIPE OPENINGS JB-1 (TO BE USED WITH ST-D JB-IJUNCTION BOX) PIPE SIZE PPE CLASS CONCRETE REINF, STEEL D. 15• 30• 45• Cu. Yards Cu. Yards Cu. Yards Cu. Yards Lbs. 12" IN. IV, V .035 .036 .040 .050 17.67 12" CIA .DI9 .020 .022 .027 11.06 15" II, IV, V .050 .052 .058 .071 24.88 15„ CM .030 .031 .034 .042 15.93 18" IN. IV. V .069 .072 LOBO .099 33.23 18" CM .043 .044 .049 .051 21.68 24" II, IV, V .B8 .122 .137 A w 53.53 24" Cu .076 .075 .G87 .NOB 35.53 w.. IN. IV, V .179 .188 .208 .256 78.64 JO" Cu .HB .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 .396 .486 143.33 42" CM .231 .240 .268 .330 99.53 48" IN. IV, V .441 .457 .511 .629 182.90 48" CM .302 .313 .350 .431 127.85 54" M.IV .554 .574 .042 .789 227.29 54" V .580 .600 .672 .826 237.42 54" CM .382 .396 .443 .545 159.70 80" IN. N .679 .704 .7B7 .955 276.49 60" V .708 .734 .921 1.002 287.65 60" Cu .472 .481 .551 .673 195.09 tU" 1. IV .B18 .847 .948 1.165 330.50 66" V .849 .880 .985 1.211 342.70 66" CM .571 .591 .562 .814 234.02 72" IN. N .959 1.004 1A723 1.382 389.34 72" V 1.003 1.040 1.183 1.431 402.55 72" CM .879 .704 .787 .969 276.49 SPECIFICATION REFERENCE JUNCTION BOX DISPLACEMENT QUANTITIES FOR 48" - 72" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION `VL�T AND BRIDGE STANDARDS IDS 233 302 REVISION DATE NEROAD SET 4 OF 4 108 U 6� BRIAN C. MI6rCHE1-I Lic. No. 035724 0 1111212020 , O r� q "-4� �Vy O E1 CAI q [mil a ^1 0 REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWNE1 05117119 PER COMMENT 08/27/19 PER COMMENT 07/31/2020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 NO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROD.# 20150290 S'tlL+m. # C - 9 GE ASIRC uor (DIVIV�1,� AT TOP,) PAVED SHOULDER LONGITUDINAL PERFORATED PIPE UD-4 ROAD DESIGN WORKSHEET /1QA'R�� STA5ILRED OPEN No11B MGROATE DIMUSHNG STRENGTH Vw CR/OEO ORNNNDE PAVEYEM .. TYPE OF PIPE I(W.T. 4" MOM. DIMETER wP-2 �A•N ASTER Y J 51BBNE LATER ME , •4• PIPE , + LgGRAyE BMooTH WALL. PVC .to3 PROJECT: North Pointe Subdivision Section ] DATE: l0/7/2016 (� GEOTE%1LE ORRIIGE FMRIC INDERDRNN SEAL BE CENTERED UNFA Cum AND CURTER SIT(N/E - OUTLET PIPE MMI GATED PE AMHTO N-252 DESCRIPTION: Mixed Use NORTH POINTE BOULEVARD I '" (OVERLAP 1'-0" AT TOP) PAVED SHOULDER SEE NOTE 1 R5] AGGREGATE, BB AGCEGATE OR CRUSHED & CRi)SS('REEK DRIVE EX TIE-IN TU STA. 21+50 / I'( `` GEOTEXIIE DRAINAGE FARM - GLASS MEETING B GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE ( ) U ,y (OVEID-IP V-W AT TOPE 1-p V- PAVEMENT UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS NT TRAWLME ASTPA NTWIDENING B ::' ..:.:.:.:.:...:. PAVEMENT •' CEDE OF P M SHOULDER) CRUSHING MEWTN Ste 1: Determine Desi WADY S[e 2: Determine Design CBR, RF and SSV MATEWII �::: TYPE OF PPE I'a P g .-.-__ „ WSTARILUEO •'•'�' :S:T. MW,T 4" NOM.dANEra EDGE OF ENSNG PAVEMENT SIIEDEVIE • OUTLET PIPE •IRS MTERI NED N FELD) ADT 8.000 Sample CBRT Resiliency Factor RF i!��.NA •�• PAVED SHOULDER SECTION 111MnOt YMRH WALL Pvc aw W SEE NOTE 1 #57 AGGREGATE, EB SIBGRAE DIRLBT PIPE (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) H WILL PE ]o PSI MREN % HCV =100 X HCV/ADT 5 41 Source Value Q CO AGGREGATE OR CRUSTED SYE NOTE 1 TACK COAT THE PROPOSED EPT=20 X HCV 8000 # 2 Table I 2'-0" '-0" CONSTRUCTION JONT E%6TNG ASPHALT LAYERS PROPOSED MPHALT LAYERS CLAPS MEETING BB AS] AGGREGATE RB t • • PIPE IIIDEWRIBI $HAIL BE CEMEEO UNDER CURB LTD GUTTER. N WALL D ACCORDING MINT - INCHES N C ✓ Q (C VARIARLE GRADATION REOAEAENT. MASS MEETING OR CRUSHED _ N3fN TESTED OCCORDNC To M1M 0-24u AT SX OEFIECTION.----------------- Design ADT = > of ADT Ur EPT 8llllll #3 App I l LL co^ CEDE OF PAVED SHOUL ID GUMS IEE REQUIREMENT. RB (ONERIL P I ORNNADE P) V- CRIDAIION REOW(EMENT. (EVEIIAP 1'-0" AT TON ' DOWN GRADE EXISTING SUBBASE PROPOSED SUDDASC CBR 4 DMERF � � + PAVED SHOULDER SECTION CURB AND GUTTER SECTION ST/RrhD -ES Design Value 2.7 Value Used I C. vEMNT a:: :.:;: SHOULDER ___________________________ •N••1 DII� (RUMORED WE NOTE B -� COMPACTED SUBGRLDC CBRn x RF= SSV 1 1 1 •1••) L SUBBASE PRYER MAIN WE PAVEMENT - ,p RATED Y CONMETIM W �c SBGRADE PIPE IK _EP CONSTRUCTION JOINT DETAIL 2.7 1 2.7 •� L� SEE NOTE 1 " -ES --- --r/8 --. 7 ��, 057 AGGREGATE, RD AGGREGATE OR CRUSHED PIPE ST'D. UO-4 REO'D. WD. UD-4 REO'D. ® KMOVE E%ISTRL ASPHALT DYERS TO EXISTING SUBBASE NO REPLACE WITH PROPOSED MPHKT MOONING LAYERS Stc )3: Nourne'nt Dcsi n ( .....E •;.4 II MEETING BB GRADATION REQUIREMENT. ® PROPOSED MEwNM I i/T NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) On From Al„]en(II[ It= 22,5 wt ~CURB /ND GUTTER SECTION A MHNIN 12 NCIIES. OR GREATER AS KCESSMY TO /GILT THE FALL THCKNESS O EXISTING ASPHALT LAYERS (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) GNBULOER AS DEMYRMHED BY CORES AYE NOTE D Description of Prolused Pasement Section r n 0In-4 U 10 ELBOW. lP TO ELBOW PAVEMENT MatCriad NU[ation Thickness,h a axhPPE 6 PERFORATED-W. 5• ELBOW PPE 6 PEIFOItATEDcaNEcnuN NOTES( �EP Surface SM-95A Bituminous Concrete 2 2,25 450 ,} PIPE -LESS AGOEOATE 1. 4" MIINMM, IxrovlDm ATTNlINC MINIMUM 4" OF AGGREGATE ON TOP OF PIPE. EDGEDRAINS IN GORE AREAS NOTES: PRIMARY DIRECTION TRENCH WITH I. ASPHALT PAWMENT WIDENING SNALL HAVE A PAVEMENT DESIGN N ACCORDANCE MTN CURRENT DOT PROCEDURES AND BE APPROVED BY THE ENGINEER. Intermediate IMl9.OAAs )halt Concrete 2 2,25 4,50 •rl OF WATER ROW OMNME FADIBC 2 WREN THE LONGITUDINAL PPE CONECTS gECTLY NTO A NWNAGE STRUCTURE BIN¢ BM-2i.0 BIInL11IDODs Concrete 2.25 9 CIROP DIET. MANHOLE. ECT.). NpN-PERFORATED OUTLET PIPES ME HOT NEQIIED. 2. THE PAVEMENT DESIGN FOR ASPHµT PAVEMENT WCEHNG SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. I••1 SUBSURFACE MANAGE OF THE EXISTING AID PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT OESKal nn NON PERFORATED A AVERT ELEVATION AT OUTLET END W OURET PPE TO BE A MNIMIN W T-0• Subfuse 21-B UntreatedA regale 8 IE6 4,8 O W OUTLET FIRE (TYPICAL) ABOVE AVERT ELEVATION OF REMOVING DRAINAGE DRCH OR STRUCTURE. J. A NNMM OF THEE CORES SHALL BE TAKEN µONG THE CENTER OF THE ADJACENT TRAVEL LANE To DETERMINE TIE TYPE AND THICKNESS O EXSTNL PAVEMENT LAYERS. THESE CORES SHALL RE SPACED NO MORE THAN SW FEET APART. 22.80 ���{{{EEL 45• ELBOW I ALL CONNECTIONS ELBOWS. WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - - - - Q CONNECTION ARE TO BE OF THE SME CNBMING VIREMM AS THE OUTLET PIPE. COMIERdOL SIDEWALK OR 4. THE ADJACENT TRAVEL LANE SHALL BE MILLEO A WOMEN DEPTH OF 1'/j INCHES AND REPLACED WITH M ASPHALT SURFACE COURSE TO MATCH THE DESIGN STATUS'= OK L _ I,, • INVE ENTRANCE UNPAVED SPACE PROPOSED PAVEMENT WDEHNF SURFACE COURSE. UNLESS WAVED BY TK ENGINEER. r^ WNIECTION I LOCK) PEES NE TO BE NM OR A ON 2% MN. (J%pE51RABlEI GRADE AND PERFORATED VI LOCATED EVERY J50'YAIOAW OR M NOTED ON PINS. WERDItNI 5. THE ENGINEER MAY RACE NA LIIxNG DEPm O THE EXISTING PAVEMENT f0 E ADJJSTlD TO ACHIEME M ACCEPTABLE PAVEMENT CROSS -SLOPE 0 PAY WITS PPE PERFORATED AND EFFECTrvE SURFACE DRAINAGE. FOR OUTLET TRENCH WITH IROFAONIBJ F B. STRUCTURE. PPE TO E SECURELY CONNECTED TO EN-12 OIL OTTER DIINNIGE PIPE TO IGFAECATE PPE 6. EXIST PAVEMENT 4MWNG5 AND 4MNER5 WITHIN THE PROJECT EMITS SHALL E RESTORED SUBJECT f0 THE APPROVAL OF M ENGINEER. VM Ii•'1 V- T-o• MAX. BEGIN IMMLSO S N THe. PROJECT: North Pointe Subdivision Section I DATE: 10/7/2ll I6 45• EBOW ]. ME THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PPE SHNl E -- ---- T. AT T TRANSVERSE ATIO S SH&xi TEEN SHALL CONFORM TO O THE AEHTEDGE iS OF SECTION 3t5.OTHE RE THE SPECIFICATIONS OF SEC EXCEPT 71.) ALL JOINTS IIIIIE T l Q /A+'N EW-12 UIIL® IN LEU OF PERFORATED PPE. AT TIE-IN LOCATIONS SHILL BE TESTED USING A W FOOT STRAIGHTEDGE N ACCORDANCE MN THE REQUIREMENTS OF SECTION J15.W10) tK MDESCRIPTION: Mixed Use CROS'SCREEK DRIVE STA. 21+50 TOEND �•/ I SPECIFICATIONS. � ! M,A''UU (TYPIOIU MAINLINE ROADWAY' W I THE LENGTH K PPE BETWEEN THE WYE CONNECTION AND M EW-12 SHALL BE STD. CURB `� WITTED TO NO MORE THAN T' " TO PERMIT CANEM INSPECTION! OF THE MAN LINE L GUTTER WERRtAN BETWEEN M UNITS OF S GUTTER OUTLET PIPE IN EITHER mECTIOI COMMERCIAL. ENTRANCE cum RETUNED IX GUTTER Stepp: Determine Design ADT Ste )2: Determine DesignCBR, RFan(ISSV ^` C WILL E NONfERFORATED PIPE.Y/ NO WILE B, N SITUATIONS WHEN FALL DEPTH I ST/.M.2 OPEN -LIMED LIIdEIBE CNEDT ADT L040 Sample# CBRT RL'silil'nq'FadOY RF ry T ` UN CURB IRDEfl CURB MO QUTTER,N0.2T AGGREGATE SHALL E ABED Fi V UNDER .21 Cum AND CUTTER. N0.21 B AGGREGATE AN MAY MEAN BE USED FROM TOP OF STABILIZED OPEN -GRADED FI HCV =100 X HCV/ADT # 1 Table Value WTERIN- PRYER IlD CMB AND CUTTER. L'RT = 211 X HCV 1040 # 2 T:IbIC I �O/�yE fl ASPHALT PAVEMENT WIDENING L14 S/=T SPECIFICATION SPEFERIE NIN `v=r �VDOT SPECIFICATION Dcsi m ADT=> of ADTor EPT 1040 # 3 App. I t STANDARD PAVEMENT EDGEDRAIN REFERENCE REFERENCE STANDARD PAVEMENT EDGEDRAIN ""`R`"D` CBR 4 DMERF ROAD AND BRIDGE STANDARDS zoo ROAD AND BRIDGE STANDARDS READ AND BRIDGE STANDARDS SLEET 1 OF 2 REVISION DATE 08 REVISION DATE SHEET 2 OF 2 SHEET 1 OF 1 RENsroN DATE FOR WIDENING SUBJECT TO TRAFFIC Ju• Design Value 2.7 Value Used l OS,Dg VIRGRIA OEPMTM.NT OF TRANSPORTATION ]01 ]d VRGINIA DEPARTMENT OF TRANSPORTATION IOEO] JOJD2 VUIGMA pEPMTMENT OF TRANSPMTAiION CBRD xRF= SSV C0-4 CG-2 CG-2 2.7 1 2.7 NOTES: NOTES+ DR From Apq)end IIscmcnt Dcsi n I5.15 0 INS ITEM MAY E IRECMr OR CAST IN PEACE, NOTES, I. TONS iTEu WY BE PRLCAS' OF Cr:.' IN RACE. I. 2. COD M TO E CLASS AS E CAST N PLACE. I. THIS ITEM MAY DE PRECAST M CAST N PLAICE. 2 CCWc TE TO BE CLw' As ICAST IN PLACE ACIDIC ft IF PROCCAST. Description of Proposed Paxement Section 4000 PS F PRECAST. 2. GOMCREIE TO SO QATS M F CAST N PLACE, J. C0194TION CURB L BUTra HAVING A RADIUS 4000 PSI F PRECAST' 4' Material Notmion Thickness, h a (axh) (� J. 1W jW.TDN IURR L LETTER NAVi.-L A RKMS Of 300 nU OR LESS (ALONG FACE Of 0Am1 WALL � 2' a Oi 300 FEET ON LESS IALO,G E�M:E GF CWBI E PAD FOR AS RJGA NIIMATDN CURB L J. 0.L® WVIIC A RIOIA G JW FECT 0L LESS SHN.L E PAD NORM RADIAL 10 1 CTiON BUTTER. (ALONG FACE OF Cum) WLL E PAID FOR AS Surface SM MA Bitumi waus Concrete I.5 2,25 338 OMB M GUTTER. RADIAL CMS. A. FOR IlY MM STABLGED QXEM-GRMED DHHUAO A. DRAINAGE AGE MIN Si �n e, Base tP't-19.BAAC halt Concrete 4 2,25 9 LATER. M BOTTOM ON M CUT 4 GUTTERRA DRAINAGE LA T V A M GIRTH E CMB WY A RO AS MUCH M 1N101 pBN. 0.YRgT M J^ IDE OPIHI R INCREASED M BOTTOM AS D.;' A.; Subbase 21-B EnmeatedAggregate 6 �/T SIWL BE CO4TINICTED rALA TO THE sOR PMAL(�y TO i1E ra ]" 12r• OEPTHI N ORDER THAT M BDnOI .. 0, V / OF LABNWE WINES YD TO THE DEPTH OF OdM�S AND TO PAN OF C1%IB WLL COWCOC N11H iK TOP OF A E M TAVF)OIT. RAVE NT. COME O M PAVEMENT 9MBTWCTUIE. . O,''A'' 5. IJSIRIIA FOR M IRE O LL I O1KR fHF GEPM 1 T� E W. A T 1R10OAADDYWN S. 4LOWABLE cWTEwA FOR THE uE OF W-] 6 eMED ND A)Jus�YMd4 N M PItlGE BD H Tt E MAh ^ :' . DES/GAL STATUS= OK W AY A1WN AID AL ROADWAY CLAfIPIGTION AO G[912H SPRD FOR A ECACAY N 1 M IIGICA4 N pCPM. IL" A. : P.;' A pEypll AS jj: N A a a MWWN N AAREIDd A a M VDOT (LOAD ESICx 2 T IIp10WAV5 N�[TNc i ? ?.'SURFACE 2• R M RO.O WMML N ZC110M MAN UAL N M ECTION Oft MBAR OB STMDAmS. 5. $ �01�( �Wd M 9HDWN H W ON 04 LWBAN SfADIVTS B. MOI THIS 51AIDAIIp 6 TO E TIED MO [WSIND IAF'DDO A OF M VDOT R0A0 ESWN MNUAL. 01 p'., P', T A BAEtER CURB.M TRANSITION 6 TO E WOE MN N M ECTMN ON GR MBAR 4TADIIN05. A� .'A.', PROJECT.- North Pointe SnbdivitiOn .Y2eti01t 1 DATE: 19/7/2016 AGE 10'OR� N SLVOIImS CAN E MINE AT w; T A..: A DESCRIPTION: Mixed Use NORTHFORKDRIVE LT H D 11R[gOLL e. _ BASE F,P Op D,; t A,; t p i & NOR THFORK PLACE AF ). WHEN M STANDARD INTRSF CUT AND OLIVER W L I ONN M STNOMT dTRMTER ECTTOT OR TO HAVE p ;A P'r CONNECTION! FOR CURB MRYCi10N6 /M RA HAVE C :. > :. A /JAI L L MYOMABLE daB earPldDAnaN ncanponAreD. Ste 1: Determine Design Ste 2: Determine DesignCBR, RF and S SV .f FTYi ' D D D ! D `A�� 'A�� P g ..' ..• t. r SUBAff ADT 540 Sample# CBRT Resiliency Factor BE U y a p. A. a G 2" RAW4 D D, D D %HCV=100XHCV/ADT 5 #1 Source Value GX n. B^ EPT=20XHCV Sao #z Tablet BRIAN C, M CHELL Lic. No. 035724 _---------- rW IX ' Desi nADT=>ofA1`11`T 510 CBR 4 At*IDNIE 1 ,No. 0357 • M BOTTOM OF M CW AND • p • D D • D • D • D A.;: A. SURFAC[ . • Design Value 2 7 Value Used 1 kISISI12 2020 CBRD xRF= SSV F/ONALENG\� PARALLEL IM C MTO TOLD ' A ' ' ' AE/,y `CpCEr( A111ff CONIES MOWED AD'A ''D •A •'D \{'A.• D{'0, AT OPTEII OF TIE URAOTOR M N OF r• . . . . . \ G ', A A ,' BAY Is D I ° A.i�P' 2.7 1 2.7 TK BOTTOM E MITK5 r• yIN,WBO.xOYTNC�d 1•S6 AND GAWY HE CEAT r4r I TM sement Design CONiRACTa �U P DR From Appnx II72.5 W' Description of Proposed Pmement Section Material Notation Thickncss,h a (axh) ACCEPTABLE N.TERNAITNE Surface SW95A Bituminous Concrete L5 225 3.38 F CURB 15 EXTRUDED Base IWI 9.OA AsphallItConcrete, 1 3 225 6.75 Subbase 21-B Un[rc:UcdA •Pre .ate 6 0.6 3.6 `V 712 ,v`/E��F�FD,�COMBINATION 6" CURB AND GUTTER ROAD ANDBBREsTADMOB READ AD BBND�GE STADADS COMBINATION 4" CURB AND GUTTER REFERENG STANDARD 6" CURB ROAD AIq TIC STA OMpt '3.'3REVISION DATE SWEET I a I DES/GAL ,STATU4= OKBRIE" I Of 1 ATWSWM DAR "Ip�����.Ipp UROMA OPMTMEHT O TRAI6PdITATDN VWONA EPMTMENT d: MNiSPORTA11011 602 V110RIA EpMf1AOl(M TIIAIBFMTAI)ON I� 2MOJ PpI.OA 20.01 PROJECT: North Pointe Subdivision Section 1 DATE: 10/7/2016 u0-z LONGITUDINAL PERFORATED PIPEDESCRIPTION: Mixed Use NORTHFORK COURT TYPE OF PIPE CRUSHING STRENGTH PA VEMENT DETAILS ~I NWT• B• NOMINAL DIAMETER Step l: Determine Design ADT Ste) 2: Determine Design CBR, RF Bud S SV SMOOTH WALL PVC 0.153 W CORRUGATED BE AASHTO M-252 ADT 19(I $ample# CBRT Resiliency Factor RF QQ (RASED PORTION OF MEDIAN) 1�� %H.=11111XH ADT 5 #1 r'• GEOTEXTLE DRAINAGE FABRIC EPT-20XHCV CV/ 190 #2 Table) Value (OVERLAP r-a' AT SEAMS) NON -PERFORATED OUTLET PIPE 2° SM-9.5 A [ Desi nADT=>of ADT or EPT 19(I #3 Ap4xt I CAI CRUSHING STRENGTH 2" IM 19 A WIDTH • w - 1'-D" CBR 4 DMERF TYPE of NE [~ W.T. �%� B" NOMINAL DIAMETER - L Design Value 2.7 Value Used I � �I ............................................................................... VARIABLE SLOPE SMOOTH WALL PVC 0.153 ............................................................................... 1N4X SLOPE OR SNIE SMOOTH WALL PE 70 PSI NNN 1.5" SM-9.5 A CBRn x RF= SSV As surEeELEVAnON soE 4" BM 25 �. WHEN 4x Is Em¢� 2" IM 19 A 2.7 1 2.7 k57 AGGREGATE, tB AGGREGATE N WALL THICKNESS (MIND - INCHES OUTLET PIPE OR CRIISIEO GLASS MEETING MEN=i.i�iii .Ei.�ii: iii.��ii. $ii�iF. Fii�iE. .Fi�7ii Irk, 1� A BB GRADATION REOUNE.ENT. NNN TESTED ACCORDING TO ASTM D-24V AT 59 DEFLECTION. $" 21 B sn 21 B Ste )3: Pm¢ment Design I /„ 1'-a• • 1'-B• LONGITUDINAL O PPE TO PLACED ON NOTES) AGGREGATE BASE AGGREGATE BASE DR From Ap4)cn(fix II= N.7 EP PIPE LOW SITE F SUPEREEVATED MEDIAN L WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE OUTLET STRUCTURE (DROP INLET MANIDLE, ECTJ, NOUN -PERFORATED OUTLET Description Ol PTOpOs¢d Pm¢m¢N Section CFI PIPES ARE NOT REQUITER. WITHOUT SUBBASE MATERIAL 2, AVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO E A MINMULI Material Notation Thic Lies s,h a (axh) OF T-D" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR Surface $M-9.SA Bituminous CUnCrCil' 1, -5 L67 251 STRUCTURE CLIFFSTONE BLVD & CROSSCREEK DR CLIFF VIEW PLACE Base IR]-,9.NAAXtmItCEnerete 2 L67 334 3. ILL CONNECTIONS ELBOWS.ME R SHIN WITHIN PAY AS T FOR OUTLETPI FROM EX. TIE-IN TO STA: 21 f 50 STA: >Of 00 TO STA: >3f %5 PIPE ARE EC BE OF THE SAME S. ETC.) STRENGTHPAY AN THE OUTLET PIPE, ubhase 21-B Unh'Cated A' Pre Pate 6 0.6 3.6 4. OUTLET PPE ARE TO BEINSTAL-LIEDON 211 UK LT X DESIRABLE) GRADE AND 9.45 W LOCATED AT A MAXIMUMSE of WARr. NOT TO SCALE NOT TO SCALE DE.S/GN.STA TUS- OK l (RAISED PORTION OF MEDIAN) 6. OUTLET PPE TO E SECURELY LY CONNECTED TO EW-72Gt OTHER DRAINAGE GEOTEXTLE DRAINAGE FABRIC STRUCTURE . l (OVERLAP T-0" AT SEWS) I WHEN UNDERMAIN MUST TRAVERSE UNDER CROSSOVER LOCATIONS NON -PERFORATED OUTLET PIPE ONLY IS TO E USED UNDER CROSSOVER PROJECT: North Pointe Subdivision .Section ] DATE: 10/7/2016 T„ - W - V-O„ PAVEMENT. DESCRIPTION: Mixed Use ROL'KVC'REEX DRIVE TA. . /N+41 TO END (S ) D-2 - - 1.5"SAP 9.5A 1.5"SAP 9.5A *VARt.,AKE MATEL SUBBASE 7RENCH WRH AGGEGATENATESAL MATERIAL Ste )1: Determine Desi nADT Ste )-. Determine Desi n CBR BF and SSV IP ro E-BGN 4" IM 19 A 3" IM 19 A1 X• ELBOWPPE 6 PERFOStATE) lr/^'ADT 620 •m # CBRT R 'ili n 'F• rRF Sa tc cs c cT ac[oNN. 4 X SLOPE OR SALE CONNECTION 1M SUPERELEVATION SLOPE iiiiiiiiii.iii iii.iiiiiii.iiiiiiiiiiiiiiiiiiiiiiii.iiiicWREN 4X 6 EXCEEDED C6" 21 B 6" 21 B %HCV=]00XHCV/ADT 5 # 1 Source Value ^ 057 AGcFEGATE,BB AGGREGATE AGGREGATE BASE AGGREGATE BASE ART=20XHCV 6zo #z TableI OIIR#8 GGRRMADATEDION EW�ENT. ppDcsi'nADT=>ofADT or EPT 620 #3 App.1 1 B" PIPE PAY LIUFS FOR 45• ELBOW CBR 4 DMERF REVISIONS LONGRICINN- PIE TO BE PLACED ON QUTLET PPE TO CONNECTION ELEVATION OF BOTTOM OF LOW SIDE OF SWERELEVATED MEDIAN EGN WITH 45• Design Value 2.7 Value Used 1 AGGREGATE MATERIAL TO ELBOW CROSSCREEIf DR CLIFF VIEW DR & CBRD xRF= SSV CDATE ITEM CONFORM TO ELEVATION. OF TMIi��)ELEVATION. 2.7 1 2 7 10/07/16 PER COMMENT J Ew-Ix FROM STA: 2> f 50 TO CLIFF VIEW PL CLIFF VIEW PL & 12/18/18 PER COMMENTS/OWNEf WITH SUBBASE MATERIAL OUTLET PIPE (TYPICAL) NOT TO SCALE STEEP ROCK DR FROM STA: >8f4> TO END 05117119 PER COMMENT_ SiC 3: P:ncmcnt Dcsi n < DR From Apq)en(Sx II= 13 6 wool sPEGRunoN 08127119 PER COMMENTS STANDARD UNDERDRAIN FOR USE EFERENNCE NOT TO SCALE Desc, iption of Proposed Pavement Section ROAD AID PROLE STANDARDS WITH RAISED GRASS MEDIAN STRIPS zoo Material Notation Thickness,h a (axh) 07/31/2020 PER OWNER SHEET t aF 1 EVASION DATE sot Surface SM-95ABituminnus Concrete L5 225 3.38 11 12 2020 PER COMMENTS ,OBO2 MRGINIA DEPAR7IEM OF TRANSPORTATION 701 Base N7-19,OA A n r 3 1 225 6.75 Subbase 21-B Untridgil-AlUr 6 1 0-6 3.6 13.73 4" X 4" SALT DES/DIN STATUSOK TREATED 8' MAXIMUM DATE POST 04-27-201NS _ 8"T❑ 12" Mom, SIGN SCALE TEMPORARY 24•' % 12" NO SCALE 2U (CLE4R SPACE) e"T❑ 12"I END MA 6 SIGN*a' s' PROJECT MANAGER rJ„ 24" X 12" MIN. CONCRETE TO BE 20 TEMPORARY MARKERS AND WOT CLASS A3 4" BRIAN C. MITCHELL, P.E. B"TU 12"� 45' TAPE III BARRICADE SHALL BE - -° °' \\ DESIGNED BY 4' MINIMUM ROUE 6 COMPLETE TEMPORARY\\\\\\\ -' - BCM / MILS 4"-278 TYPE III BARRICADE TRAFFIC BARRICADE SIDEWALK DE74rL PROJ.# NOT TO SCALE NOT TO SCALE 20150290 - SHEET # C -9A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 624" IN 8= INITIAL BACKFlLL a'?4 I B" MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 1 INITIAL BACKFlLL 4 1 UNSTABLE 8' 81. 6" e" $OIL\ MIN. MIN MIN MIN #68 STONE i O GRANULAR FILL AS := APPROVED BY ACSA - ^"'`_".... r.: S 1 bCK STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 N 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"-1" METERS) NTS FIG. W-7 TD-13 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-O" MAX 2 -0 RUBBER COATED STEEL STEPS s CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS ® OR APPROVED EQUAL S-O" MIN .® Q THE DROP CONNECTION SHALL BE G D DUCTILE IRON PIPE (CLASS 50 5' BACKFlLLED IN 6" LAYERS AN B Jy� COMPACTED BY HAND TAMPERS OR 17�, MIN BACKFlLLED WITH SELF -COMPACTING 16 MAX STONE. * MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARI OUTLET SHALL BE 0.20 FEET '�• A FILLETED INVERT FOR A SMOOTH . •; ,'" TRANSITION OF FLOW BETWEEN • INLET & OULET PIPE SHALL BE 12 6: s"�• y * ' �, p+ .Q PROVIDED. 3/4 CIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES.` 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. Y. 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 Tn-2R FOR ALL BENDS WIDEN ACCOI ANCHI REQUI NG AS IRED 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 I H IIIT 90 2.50 2.50 &01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1E 2 00 2.25 2.5E 0.15 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 2.84 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. CONCRETE THRUST BLOCKS NTS FIG. W-3 FD-3 Npn r L" WS -I fi NE WN W of OJ �u 0, s O I. E w NU "w U E Nv MEOW €oEa'0 (� Q 40 E`w 0� W WS u06 4 n O _ E O cz 6 C-9 \g o E 'A E n13 (� E P>F vE �E O T1z T*E<n of m of U m T 3 W N O O 1 LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S•1-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" ALVE BO% 7 CU. FT. #68 STONE 42"MIN .1 . 6" GATE •�.! VALVE ® TEE 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST • \\VJl UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 07 WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE 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 VARIES 4" DIAMETER BRANCH AND VALVE � WATER mnlly- RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 ADJUSTABLE VALVE BOX W/ LID Z II u a Z N ME a M.J. GATE VALVE WATER LINE b I 2500 P.S.I. ' CONCRETE 8 A 2'x 2' BEARING AREA. THRUST BLOCK ,4 a. G _ C A A. a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 PLUG PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE _ or o BRASS NIPPLE AND CAP 17LUBRICATE ALL THREADS THRUST BLOCK 'a METER BOX (SEE FIG. W-7) VALVE IN. 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-I-D, E PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL i'-0" MAX A FITTING MAY BE REQUIRED WITH ACSA APPROVAL THE DROP CONNECTION SHALL BE 3'-O" MIN a DUCTILE IRON PIPE (CLASS 500 BACKFlLLED IN 6" LAYERS AN 5. COMPACTED BY HAND TAMPERS OR BACKFlLLED WITH SELF -COMPACTING STONE. 16 MAX . ' MINIMUM ELEVATION DIFFERENCE 5, T- A ACROSS M.H. FROM INLET TO T i OUTLET SHALL BE 0.20 FEET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH VARI TRANSITION OF FLOW BETWEEN 'L•• INLET & OULET PIPE SHALL BE ''• PROVIDED. G • ' �� FITTING DIMENSION VARIES NTH SLOPE * 2.w .Y 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION WITH STEEP INCOMING SLOPE NTS FlG. S-1-CI 7N3-89 ID-19 TD-9 1/B BEND O u 1' TYPE 'K' SOFT COPPER 1'x1'X NOTE NO SWEATED OTTNGS DUAL SERVICE SINGLE SERVICE NO E 1) SADDLES SI1ALL BE USED ON PVC PIPE. 1' COMPRESSION x 3/4" MALE PIPE COUPUNG OR APPROVED MAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATION SERMCES Y R " �'WIPRE590N x 31V MALE PIPE COUPLING FPROVID EQUAL MR USE ON DETACHED SINGLE FAMILY iESDENTAL SERMCE WHERE AN IRRIGATION JETBR IS NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FINISHED GRADE I I AIR RELEASE VALVE 1n BRASS OR BRONZE PIPE BRONZE GATE VALVE IF DRAINSTO I. BRICK SUPPORTS OR - SOLID CEMENT BLOCKS CRUSHED STONE COPPER " SOFT CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR 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 NOTE, MIN. 60' DIAMETER MANHOLE o REQUIRED. C� \a LNNLLPVC CROSS A,CROP WE USE APPROVED FLEXIBLE RUBBER e BOOT. f •' GASXED STDP LETDUPLINB PIPE STRAPS _ i)A •'�•' P PPE " (STAINLESS STEED pay.;• 0 2P�RT VERY 90' RESTRAINED BEND n .n. SEWER INFLUENT 4' • PIPE • 4• ' ' • ' SEWER PIPE PIPE PLAN PROFILE MIN. 6' BEDDING VITH 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 SHAD. BE SDR 26 P•V•C, 56ED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FRNNG WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS STRAPS SHALL BE MADE OF STAINLESSSTEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10' OR 12" DIAMETER DROP CONNECTION, OR TWO B" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 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 1NE 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 2X Q (1/4" PER FOOT) 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. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL rIN LINE WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 am 8 W EMBEDMENT P8"MINSPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5"IN ANY DIMENSION -INTIAL BACKFlLL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ACONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFlLLED EN TIRELY WITH N0. 21A STONE 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ANCHOR EXTENDS INTO SIDE OF DITCH PLAN I M Z D.I. PIPE N ANCHOR NO. 1 AT • 1 FIRST JOINT ABOVE GRADE SPACING MANHOLE. 207E TO 3576 NOT OVER 36, 35% TO SOX NOT OVER 24' 50% OR GREATER NOT OVER 16' 6" PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 TD-34 ROADWAY R I c m . PAVEMENT . 36' MIN. BAND OR 36' MINN. 0,25' MIN. THICKNESS SIB CASINGINSULATORSINSUULATORS STAINLESS STEEL CASING 1112" CONCRETE FILL BOTH ENDS i I I :r 2'-0' 2'-0' _I _7' OR 8'1 7' OR 81 1 2_-1 2'-0• DUCTILE IRON PIPE �18` OR 20' JOINT OF D.I. OR 20' JOINT OFF DD.I. (RESTRAINED JOINTS) NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 I. BRIAN C. MIVCHELI Lic, No, 035724 q� 1111212020 .i O T_ q V C~ O W O co REVISIONS DATE ITEM 10107116 PER COMMENT 12118118 PER COMMENTS/OWND 05117119 PER CO4MENT� 08/27/19 PER COMMENT 07IJ112020 PER OWNER 11 12 2020 PER COMMENT DATE 04-27-2016 NOgbffiF PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY t'tCUd.# 20150290 SHEET # C-9B R/W ' R/W R/W R/W 91 R/W 92' R/W 8' 6' 10.5' & 6' 6' 10.5' & 8. GRASS *18' ' �� `9�'�S� FC to FC *16' FC *18' FC to FC GRASS �� p1. VARIES GRASS *18' � FC to FC *12' FC *18' FC to FC GRASS �� VARIES to FC 1' �� \F,5 GRASS to FC GRASS 2.00% BIKE LANE -2.08% CG-3 : CG-3 BIKE LANE -2.08% 2.00% `1P BIKE LANE -2.00% 2.08% CG-3 : � CG-3 2.08% BIKE LANE -2.00% 10' SIDEWALK .. .. .. .. .. .. 5' SIDEWALK 5' SIDEWALK ... .. .. .. .' 5' SIDEWALK 10' SHARPATH PATH 1 1' 1' V t 1' �k 1 �Y- -4 'S• 1' 1' 1' �� 1' �k *WIDTH WILL VARY DUE TO TURNLANES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD TYPICAL SECTION (CUT) CROSECREEK DRIVE TYPICAL SECTION NOT TO SCALE STA: 17f 00 - ROUNDABOUT NOT TO SCALE R/W R/W R/W R/W 91' R/W R/W VARIES GRASS *18' �� FC to FC *16' FC to FC *18' FC to FC GRASS �� ORNAMENTAL I I GRASS I *18' WALL r1.0' H FC to FC *12' FC *18' to FC FC to FC I GRASS I H ORNAMENTAL 1.0'� WALL 1' 6 I I I I I BIKE LANE -2.00% -2.08% -2.08% CG-3 : CG-3 BIKE LANE -2.08% -2.00% 2 00% BIKE LANE BIKE LANE 2.08% CG-3 : CG-3 2.08% 2.00% CG-6 .. 10' SIDEWALK . .. .. .2.08% CG-6 .. .I .. 5' SIDEWALK S'7 CG-6 5' SIDEWALK .. .. ... .. CG-6 S' SIDEWALK 10 PATH ' , , `��'FS� ' I... ' �1 -i W- V ' ' �'1 37 � I'� Y� 1~ *WIDTH WILL VARY DUE TO TURNLANES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD TYPICAL SECTION (FILL) CROSECREEK DRIVE TYPICAL SECTION STA.' 14f 40 - 17f 00 NOT TO SCALE NOT TO SCALE R/W ' R/W R/W R/W 91 R/W 61 ' R/W 8' 8' 6' 6' ��GRASS *18' FC to FC *16' FC to FC *18' FC to FC GRASS H GRASS H 36' FC to FC GRASS H , '� 1• 1• -2.00% -2.08% CG-6 -2.08% CG-3 : CG-3 -2.08% -2.08% CG-6 -2.00% •00% -2.08% -2.08% 0 5 10' SIDEWALK ... 6 •\F. .. .. 10' SIDEWALK `S.7 .� 5' SIDEWALK ... .. .. ... .. •. .. 5' SIDEWALK J. 7 10' SHARED 1 1 • ,P PATH 1 • 1 • 10' SHARED PATH Z" 1I I1 j P 1I 1 � &VARIES Y� -4 &VARIES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) STA:25+41.95 - STA:29t79.68 NOT TO SCALE R/W 91, 8' G SS -2.00% -2.08% 5' SIDEWALK *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) STA: 44f 04 - END NOT TO SCALE 2' 2' SHOULDER SHOULDER 10' /. /, -2.00% 2.08% ASPHALT SHARED PATH (CUT) CLIFFSTONE BOULEVARD NOT TO SCALE 2' 2• SHOULDER SHOULDER 10' 2.00% ASPHALT SHARED PATH (FILL) CLIFFSTONE BOULEVARD NOT TO SCALE R/W 8' H 6' -2.08% -2.00% 5' SIDEWALK `S'7 RESIDENTIAL STREETS: CROSS CREEK DRIVE (STA. 22+32 - END) THICKET RUN DRIVE THICKET RUN PLACE CLIFF VIEW COURT STEEP ROCK DRIVE (STA. 18+41-END) NOT TO SCALE O Cf) a BRIAN C, MIifCHELI Lic: No. 035724 ,q 1111212020 t O O {� O ^�1 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTSIOWNE1 05117119 PER COMMENTS 08127119 PER COMMENTS 07131/2020 PER OWNER 11 12 2020 PER COMMENTS DATE 04-27-2016 SCALE NO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY tutu✓.# 20150290 SHE t' # C - 9C DOUOBLE CULVERT CROSSING PLANT SCHEDULE SYMBOL ABBR. g,TaTj„L'W BOTANICAL NAME COMMON NAME - 1018 SPEC. REMARKS CALI® P01 Mgr SFSE,n RM 8 A. rebmm RED MAPLE (MIS' N/A N/A 40'-50' 25'-40 Ba'B Swindon Dasiduws Tree, Tin 8 UdodenEron tuipliem IUUP POPLAR (M na N/A N/A 70-90 35'-50 BWB Spwbnen Dediduwa Tree SM 8 Aar wcchrinen SUGAR MAPLE (MITI.) N/A N/A 60'-75' 4W-50' B&B Specimen Declduws Tree, Icy WO 8 Ouercus undo MITE OAK (MITI.) N/A N/A 50'-80' 5W-80' B&B S9eciwn Deciduwa Tree 8G 7 Nyaa eylwticv BUCK GUM (MnJ N/A N/A 35-50' 20'-30' EMIS SubcmopY Tres C SB 8 AmNanchier canvdenda SERNCEBERRY (yin,) N/A N/A 15'-25' 15'-25' BWB Subamopy Tree 25 ® P 4 Dbepyrw mginiuna PERSIMMON (Mid.) N/A N/A 35'-60 we Subamwy Tree /t W �1i RC 8 ,Iuniperua viryinivna EASTERN RED ODAR (yin,) N/A N/A 15'-20' 15'-20' BBB Evergreen Tree W 10 PYIw s4abus WHITE PINE (M n.) N/A N/A 50•_80• 20•_40• BB® Evergreen Trw -rrill�� �NTING DETAIL III ; r - _ ,------ 1 S \P CAND P/N !l -0I BUFFER rtANDSCAPE \> \ -- i 1' ' 7 1 f jl / r / _ - _--------=- =/µP�/INCH \ / \ 1\ t \I $ AN ----1 I \i SKEET 72�FDR DETAILS _-- - '-_ ------ / 717 I I I 1 I I RETAIMNG WALL. RETAINWG .k\\ >>�\>>75 \>I 75 /55 1 56 \\\ 57 58 39__ 60 61 62-- - 63 ,/T4 65 66 \\ S�_- -I 68 69 70 -_- 71 \\72 NT 74 THICKET RUN PLABC _ 78 / TACIQT RUN LACE 1 / I 25 MPH QSWI SPEED 1 6SSAf yp0) J _ 79 \ 54 / ,f X \--- I w \ ` , . ♦ 1HICKET RU PLACE � � / # - \`=�— -J\, ---------------------7 ---T-- zD M9 — T� ,i _ PAIl, \\ i 5\2-> sA, 30---L - - �'' 29_ I\\- __`vimGRASS AREA i i V \ 5 \ N ` \ I / $ / , , \($ \ 9697 93Vr> 100 101 \ ( \ Val 11, / / / \ ., s,• 3T 3'1 I `_ 103 \\\ I\ \ 42 -t' ` \ ' ^\ \ OPEN RIELD \ \ \ EN pt r / } / '-27'/ t �\ \>\ \`>>\ i \ d \ 9�`>_ \I I >�-GGRASS psR�EA ` 104 32 `>1�Y✓``>BOUuJkRS I 1 j 51 1\PARK I 1 II , k 40 / / — — 1 1 ' I ! /' ..• \\ \ \ _--\ \\ \\ '' / j 1\ \\ \ \ >\ `.` `\ \\ \\ 105 -'' \\IPARK 3 1 1\ I ♦I i11 ,1 1 \\\ I \\ i I 11 \ F\ 92>\\ .\ 106 / I I / ( •)• / 1 \ I I \ / I I \ I \ \\ 85 \ -�C--•na--.t-' I I \ 50 / ( I O ,PIELD )\ \\ , •.t \\ \¢ \\ `->,.---''1---- 1 251 1 •:I \ t , 1 1 \ \ \ , I \ , I I .}• , ` >\\I //34 / \ I I \ \ ` I I \ i i I 11 I \ \ 87 / / ' 9 \ 88 , /i'. 90 I ( \ \ 35 / / /' r i24 / l 1•.:d' I $ I I 1 I \ \ / / / -_ — t _� _ �> ��. � � �� l �`>_ / 49 V6 2{{/ i6 ,( / / •-�:• PARK P --------..a-48 � > t `\ 25 -uAR ND vPD) \ 4W _ ' z) i / ( \ 7 IN `\ { 7 USPS BOXES \ / r \ UNpIST,I2UBEt? ♦ , `, I / i ', / \PARCEL;, BOX ` i 46 r-- - I I . / / Y' .lea-i •: .:w�.; `\ \ \ \ I I 1 \ \ \ \ \ \ ! /�'----� ,/ `>> `\ 45/ (\ 17 ' ! \ \ \ \\ \\ \`, \\ 1 11 \\ /'' % I 1 \ I \ / / ! \ \RSA AREA -- l / I \ \♦ / $ / \\ \� i ` i // I 13 �------------- '-------- l \ 1 \\ ,� 1 ♦ \ \ // 1 \ , >q _ . \ \. \ \ \ X ! l R(=TALL COURT w > \ 1 1 \ I ; \\ \ \\\ \ \\ \ 1 I I \ 4�A W 7- �\ I V 1 ''' '� � � 1 I I 1 ayy °Cf \� J � \ ` ♦ I I I / I I 1 a ! \ i \ \ , I - 1 1 / _.m''' ✓/-'/- -�-'' , ' I a•w 1 1 \\ I I / / i 1 I`` \ / / II 11 I I I I / / �r { I I 1 I I/ I /1 , \\ \\ \ \ \ / / I / -__ \ \ \\ \\\ \ 6 i \- bAdK p' I 1\ \\\\ \\ `•-___�''' / / / i \\ \\ \\ \ IF l '1 ' -✓''------i i �� � — -.c � / '9 ,/ 10 / 1 / 1 \ _� pa-' -'i :.=n':a• ' , >- / / / /' / / / \ P�.R / / / I / / l I 1 I \ / / I I % I` \ \\ >>, -� ''/ - ' % % i �\`\ ♦ ` ` , T� '� —'f/ — —, / J� l i 'I I I { I I I i l % X)YS I PRAS3 A�EI� I �er'� i -� .tr y� �# �� / ' _ / i I I I I I j I I I 1 I 1 I I l [ / /(1 1 I \\ \\ ♦\ ,'' __ , / / \ i \ rc 1 BUFFER PLANT SCHEDULE SYMBOL ABBR. Mi.LL guen BOTANICAL NAME COMMON NE WE VAN .. 9S SPEC. REMARKS IKraIT sewFAo x0mr .'BEAD RM 11 Acer rubmm RED MAPLE (Min.) N/A N/A 40'-50- 25'-4G B&B Specimen Deciduous Tree ® p 11 Llriodentlrm tullPifera NUP POPLAR (Min.) N/A N/A 7V-9D' 3V-50' BdB SPecinen Deciduous tree SM 11 Am wecharum SUGAR MAPLE (MITI.) NIA N/A 6N-75' 40-50' B48 Specimen Deciduous Tree \V" WO 11Oueroua vlbv WHITE OAK (yin.) N/A N/A 5V-80' 50'-80' BdrB Specimen Deciduous Tree 25' ® BG 11 Npw a)fvaUw BLACK GUM (MYr.) N/A N/A 35'-50 20'-30` BAB SubcmwY Tree SB 11 AmNgnchior convdensis SERMCEBERRY (yin,) N/A N/A 15-2V 15-25' B&B Subem Trw oPY 25' ® P 77 D'wsp,ros Nrginiana PERSIMMON (ARM.) N/A N/A 35'-6TI' 25'-35' Bad3 Submlopy Tree, 2.5'Min.) ® RB 77 Cercis cmadenais RfOBA ( N/A N/A 20'-30 2a'-30' Brit, Flowering Trier ® Sit 11 Carp owta SHAGBARK HICORY (Min.) N/A N/A 70-90' 50'-7a' Bad3 Flowering Tree N 11 Comua flaNda FLOWERING On Mist' 'Appalachian Mist' (Min.) Min. N/A / N/A / 15'-20 15'-20' Bab Flowerin Trier 9 `•4 RC 11 Junipema virginima EASTERN RED CEDAR (yin,) N/A N/A 15'-20' 15'-20' BAB Evergreen Tree WP 22 PMw abotus WHITE PINE IV (MAP.) N/A N/A SO-W 20'-40' B&B Evergreen I. 0000 ABM 22 Minimum dentatum'Chrietorri ARROMWOOD Tilde Muffin' N/A N/A N/A W-7 6-7' 2 GAL Shrub BH 22 Mbumum pmnifdium BLACK HAW N/A N/A N/A 1r-15- 12'-15' 2 GAL Shrub NS 22 Viburnum lentago NANNY BERRY N/A N/A N/A IV-25' IV-15' 2 GAL Shrub WH 22 HanandN NrgFlma WITCH HAZEL N/A N/A N/A 15'-2O IS'-& 2 GAL Shrub ® 55 44 Rh.. tphna STAGHORN SUMAC N/A N/A N/A 16-2D 20-30- 2 GAL Shrub GO. -- Aronia mNenocama BLACK CHO(EBERRY 'LOW Scwe Mound' N/A N/A N/A N/A N/A 1 GAL Ground Cover GO' -- Rhue aramatica FRAGRANT SUMAC G,. Ed. 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PG. 21V- - --_ _ - / /H, DTIMES, LLC /' / `F\\ ,' ,/' - _- ` / / - . £ II ' X CONCEPTUAL STREET TREE PLANT SCHEDULE SYMBOL ABBR. 'TA BOTANICAL NAME COMMON NAME szF MAneF szc SPEC. REMARKS ruwzR aP.T sRm xuwT seavD 4Dual. AR 40 Am mbmm 'Autumn Blaze' AUTUMN BLAZE RED MAPLE N/A N/A 40'-W 26-40' B&B i ONE TREE PER 50 FT OF CURB UNE EXACT (y LCCADON DEPENDS ON UTILITY LOCATIONS 2 ONE TREE PER 50 FT AS 40 Acer boar geranum TRIDENT MAPLE MM. (yin,) NIA N/A 20'-30' 20'-37 BQB LO CURB LINE EXANDS O LOCATION DEPENDS ON UTILITY LOCATIONS C AC 40 25• Acer campestre & cw. IFDCE MMAPLE (E\fl1N) (YAP.) N/A N/A 25 _35• yy_ye 988 2 ONE 1REE PER 50 FT LO CURB LINE EXACTACT LOCATION DEPENDS ON unuTY Laanaes p 2 ONE 1 E PER 50 FT OF 20 Cronus Poritiv & vs. ROWFAING DOGWOOD N/A N/A 15'-30' 15'-3D' B!B LO MEDIAN L/V,1 (IS" ATMEXACT UTILITY N DEPENCATICI0S O1 unuTr Laanals 2 ONE TREE PER 50 FT OP 20 Acer ginnala 'FLAME' 'FLAME AMUR MAPLE (ARM,) N/A N/A 15'-20' I6-20' B&B MEDIAN OF MEDIA DEPENDS ON LOCATIONS ------------ I AlitI 1r I \ 1 ( l- \ I I 1 I \\ ' GRAPHIC SCALE • rr' ,/ ,. �.Qi 100 0 50 100 200 1 ( - \ IN FEET ) 1 inch = 100 fL 0 M LO CQ Z � W^�` p C\2 OJ O W � "� U �W U Z ,E � U O � --1 Q m Z ado .,.M CA fA rr W�+ ... I p w O C) W L� rvn �1 00 V'y Lo F Z) - P4 'd- O o L) C a 2 :., U O O iT N 0 O N I � U y / � 3 Q C m E 0) lT C p,LTH T c O � U y � BRIAN C. MI CHELL o Lic. No. 035724 1111212020 0 oFFSSIONALENG\� `o. c 0 N C 0 U T � C O V 1 .- �, � TIN q a 0 c q 6.-4 Q4E-.i ° c �wO G� U jam, r l U 0 (Y O d V N REVISIONS CDATE ITEM w 10107116 PER COMMENTS ; 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS Gen 08127119 PER COMMENTS o 07IJ112020 PER OWNER ~_ 11 12 2020 PER COMMENTS 0 C 0 0 a DATE 004-27-2016 SCALE c 1" = 100' o 0 PROJECT MANAGER tl1 BRIAN C. MITCHELL, P.E. 01 DESIGNED BY v BCM / JLS t CHECKED BY � C 0 PROD.# c 20150290 ; 0 SHEET # C - 10