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Home My WebLink AboutSUB201600092 Plan - Revision 2020-11-24 (4)ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. All materials and construction must be tested and documented according to VDOT standards and specifications. 2. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 3. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT (for public roads) or the County Engineer (for private roads), or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 4. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 5. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PFA 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. 8 P 8. Duringdewaterin operations, water will be pumped into an approved filtering device. 8 Pe . P mP PP g 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize an hazard to persons, physical damage to adjacent land and PP Y P •P Y g J improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install maintain, remove or convert to permanent Pen, 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/1 OOsf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be time and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall he applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95 % Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/l00sf. Alternatives are subject to roved b y the County erosion control PP J approved Y IY inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be air immediately. Silt traps are to be cleaned 88m g repair Y 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.) 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 geotechnfcal 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. NORTH POINTE SUBDIVIS:ON 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 SECTION ROAD PLANS R: V A N N A D: S'T R:u" T ALBEMARLE COUNTY, VIPGNIA 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: February 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 construction materials and methods of construction. A preconstruction 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. AD work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 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. P n8 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 permitted 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 permission and RWSA approval of the blasting plan. Ground monitoringduring blasting and a pre -blast survey ma be required. For blasting within 100 feet of an operative RWSA sewerlines bypass Y e4 n8 Y P YP pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall he provided for the existing pipe. The area of the crossing shall be backfmlled 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 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 (CROP) 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. "0000010 �_Q 7VAR10C806TAL LANDEVELOPMENT = 268 AC a NOT TO SCALE AIRPORT P PREVIOUS DISTURBED AREA = 20.37 AC •/ 1 111 •. I 111 . TOTALPROPOSED DISTURBED AREA = 46.35 At DISTURBED AREA = 66.72 AC ROAD AND DRAINAGE 1 CULVERT OR STORM SEWER M3 ME (WITH STRUCTURE NO.) EXISTING CULVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO. O PROPOSED MANHOLE EXISTING MANHOLE PAVED DITCH JUTE MESH OR SODDED DITCH EARTH DITCH - GRASS LINED - - -100- - - EXISTING CONTOUR 100 PROPOSED CONTOUR x 100.00 EXISTING SPOT ELEVATIONS + 100.00 PROPOSED SPOT ELEVATIONS T/� (T/C - TOP OF CURB) #1 BENCH MARK & REFERENCE NO. stop VDOT STANDARD STOP SIGN LEGEND --►-- ---►-- EXISTING SANITARY SEWER PROPOSED SANITARY SEWER T TF SANITARY SEWER SERVICE CONNECTIONS ii' 12V MANHOLE NO. W/ COORDINATE LOCATION ION OR 150500.00 WATER -- EXISTING WATERLINE PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION ►1 GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP REDUCER 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. EROSION CONTROL EROSION CONTROL DEVICES AS PER VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. & SPEC. PCE 3.02e CONSTRUCTION ENTRANCE SF�E 3.05 SILT FENCE IP 3,07 INLET PROTECTION 3,09 TEMPORARY DIVERSION DIKE ST 3.13 TEMPORARY SEDIMENT TRAP 320 ' ROCK CHECK DAM 00000 LIMITS OF CONSTRUCTION TS 3.31 TEMPORARY SEEDING PS 3.32 PERMANENT SEEDING MU 3,35 MULCHING DC 3,39 DUST CONTROL C* ND DpI6?. Df r - f < � 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 EET # 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-38 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-3F 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-7H 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-7L 11/12/2020 SANITARY SEWER PROFILES C-7M 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-913 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 1f� dt U Z oco no lir CQC0 W C LU Z �•� O `1 c �J •--1 4) Z•O C) 4-) c •t�� W 4 0 Owl y � W L n C0 a ��t O N ►y 1,..) U O 4 ci a a U 0 0 d 0 O VJ N � d Y Q 3 E m rn pi_T H OF ` `c c 0 0 U y � BRIAN C. M CHELL o Lic. No, 035724 1111212020 FFSSIONALEN�'\ a c N c 0 t� U v1 e 0 Ito 3 rn q v A� d W (Y N O •�I :3 o p [� a rl C)�i o �i U W c o 06 v rT, o c REVISIONS CDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER OWNER 1111212020 PER COMMENTS t DATE 04-27-2016 "' SCALE c 3 0 PROJECT MANAGER BRIAN C. 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Asamadeares, C-darthe 11 linual, ford raw Plea eppi-A flh� amosould shell usual man tho Flossoll Ermal asommada Assers,, Oliati . o.dole-I Tone, of mar, riansiou (Corkin or ILINAF mad prook, resed to anditroo.tharNescrushollor,it ffia,(,aeot, Enumeration seemosermakence %ith FUMA 1 Two.d. to I. with Potential doesso,11.1WIthe form N'Criessaing afnalwasso)a mr-cou by Farmers Silo Engursomin mall a asoloun insured, 20,2015, Futures der, leser"T To he hearearal-rd wine Plar.datelSoreanden refficale. 3, r 1. tissues, of de, uses ideas ad torsest.s. med sedidnead rouresell pleas for Saudi Pass, she Pit-- dean alsoodu Novell of. hardener Plan or go Cowl's Doodurat Phimer road the site shou No Paramour as simulated! an re, approdards laddiews, plax. The Instant, Plan theall realork, no atiatin, a- li-- it MNdi . Used. all aterce, he lindes.frearm, arld arldnioulaoss.ferelF.tioal. b� rimmed wislauseen. mid have-Ailivir, plauds N andeekso NoM . So same of prulemost sual aread a -I; and N.Ark, Issue short. orma.s. Resume and North eal warterialk Derm, War, ther small Par ame, nourrool Par the sionevid, Use ard crea,hrif (�.) also. Peter rairtmourn or 4. Dolds, dessils offle mrsaining east, holoormeaureart me, desire, pierthadva. deal, firrish, it easier Passed Plerror S. if the . ammure. or ... wir, Far h.h Positions me I, is issued is a, -roomed Nonlinear dissretriNithereureark. ... ... 011W Fodf d I�nn,,,,Uncy Manag t Xurnic, 1*1 \% CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY OFORMATION CONTINUED) Us ,V ... ........ . I ..... g'shadearecharadermaidedgendurala 11 e I' N__ miaBnAishidushrookessufarear -ausawas I= soakinvothWORodursR "fitHm, Nmo Featured 110iii, inksomerial rismAm wwWmNNi tor, I isi-PIDI estate, _�,Mmdus, .. .... FiFtitse __--rooses, L 1, 1 1 :P, ;I, NI, i, i,-" ,,, Ft Agency CONDITIONAL LETTER OF MAI REVISION COMMENT DOCUMENT PCONTINU60l COMMUNITY NPORMATI.S'n.NTIMPIDI rus r, ,,,a W -bg�� .0 IMWWA -MEEMS bqol,.o NRdi 'clasouthile ;;�, __ Z ,meassairdsone he 'ihat'alsomisist Z. Ar-Uxlkatvl�__ u. KV�*14#A* ZteakInkil "rashu Midii minatory I or, seem ars, Ron, =dik MOM MRN- 1 W PiMsiaos I or PsroSWS le-Pe.jimear2117 't'lus, I( I 1-:11111-i,no Management Ag "nv CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION (CONTINUED) 11�1., ....... u."A 114- �smmsdwdhrdfmm� I . .... .. tor, I M*§99*� A�."LA�c� 4 rural Y1. AMENDED AND RESTATED PROFFER STATEMENT NORTH POINTE CHARLOTTESVILLE, LLC ORIGINAL RELONING APPLICATION: #ZMA-211110409, SP -2002-72 ZMA 2013-00007 North Pointe Pouffu A�dment T %M.p32P��.1s:20,20A,20AI,2OA2�2OA3,291,23,23A-Z3B,23C,23D,23F,231,', 2314 and 23J. Approximately 229 arms named Plarned Development - Mixed Commemisi ("PDMC") Angurt 5, 2013 With � in the property demilhad in rezoning application, ffZMA-20OD-09 wild SP-2Dl (the -6rightal ZMA-), CWH forawri Limited Partnership is the fee simple Oman and North Pointe Clablescovillei LLC is the mmmel purdmw of Tax Map 32, Parcels 20. Mai 20A]. 20A2, 20A3 and 291 (the "Nogh Pointe Propeoly"), and Viold Hill Amoci�, L.LUC. is the fee simple o� ofTax Map 32, Pounds 23, 23A, 23B, 23C, 23D, 2313,23F, 23G, 23H and 23J (the "Violet IDII Propery"). The respective portion Me collectively rafmW ne herein in the glo�e", which � shall include my su�e� in im�. The North Pointe Propecry, and the Victor Hill Prupc* are nefirred to collectively a the oPnwwl all ofmich is the Subject of maing map �dmmt applicatim notable ZMA 2013-OOW7 known Or the A=dmaU.w ?��t to Swim 33.1 of the Ar�"lo County Zonisug Oldi=m Oman hereby wlim�y pareffids do cmWiUom listed in This Amended aid Restated Proffer Statement, which shag be applied to The North Pointe Pmpwy if the ZMA Arreandment is approved by Albmulc County. Th= chanditions am umficend as pact of the ZMA Amendment and it IS agreed that (1) the ZMA Ammdm= iUdfgi- I= in dwnwd fwthcmudid�, and (2) Such conditions have a �nable rolation to the morning requenhad. The Original ZMA, together with its anteradmiud paraffirs deed July 20, 2M (the "Ongical Islander S�fl, . separated] by 11. AIbRRwIe Cosmay Board of Supervirrods a. August 2, 2OD6, and Near inchaded Tax Map 32, Parcel 22K (which parcel 22K we 9 the time warnpariend of two wpmk pounds 22H and 22K. which haw adishad; been combinced into a single plain] 22K) which is owned by Neighborhood Pmp�im - NP. LLC (am "Neighborhood iv�mmi itimporry"). The changes reflisculd in this ZMA An=Wmem shall rot apply to the Neighborhood Inv�"am Property, In all other mp�, this ZMA Amentimell =ends and realeter mid perafters in their wrincy, arld the Amended and ItesMed Proffear SW=mi shall relate To the mult'-pi application plan entitled "NDAIT Pointe Community-. prepared by Kxurday & Co., Architcou, as revised through Jim 13. 2006 and attached hereto a Exhibit A (the -Application Plan"), and the Albemarle County Code in effind as offer date ofthe Original Proffor Sw� (the "County Code"). The Nodb Points CDmmtu�ly shall be referred in Fir the .projecl L THIS SECTION INTENJEJONALLY DELETED 11. ENTRANCE CORRIDOR 2.1 Creation of a 40-Texual Buffu.miong the Entrance Carrubler Within six (6) months after the acceptance by the Virginia Dappartment at Compensation (-VDOI of the Read lmpmve�ts a defused in Section 5.3 that am along the northbound l� OfUS. Route 29, Owner grall plain and thereafter maintain at all times a handscapead buffer, including loodgerreass along the Em=� Corridor frontage paroclai owned by Owner. The buffer %Hit consist of a minimum 401 wide continuous visual landscape med, the Add be subject in Albemarle County Architedure Review Bond ("AR13") review and approval (the "Buffer"). 'Me Ruffir may be located party an the Camel property and partly on VDOT property. In the mom VDOT at my fim in the fi� reducers, my Thomen of the Buffer located on VOOT property, the Omer shall compensate Im such Deduction by externifing the Buffer an Discuss pmpwy in order TH Thentain a miaim= 40-fiaeorl Buffer. even ifsett compoematican shall require ffiB�ovW ofparkingadj� to such Buffer. 2.2 Appearance of Storm Weaur Management f"SWIA") Facilities. The SWM hidden visible from the Entrance Coniclor ishoul on the Application Plain famenwitter �agmmtfaalhi� 3,2,=d IQ shall headroom aplan andbesubjectloAllisonvics, and appeovaL SWM I shall be designed well that its shop, pla�m% and land farm Emitting) Desertion between file adjacent �tion wits aid the edi..t had top of the parking h,' and buildings. The plan for SWIM I shall be submitted to the ARS with the fird ARB Eli submission for Building 14 OF 19 identified an Shaw B TO the Applic an Plan ("Shout But). or any Such building that is proposed to be located where Building 14 is located an Shw IS pursuant to The I=& of Section 3.2. SWM 2 shall have a mine �=rcd slipstream, ill= SWM 10 (= below) and shall be clesigned web that its shape, pl�m( Bud land farm (grading) Irawifirm between the 4a� wn�ation moral and the adjacent hard edge of the puking lot and buildings. The plan for SWMI 2 shall be submitted to the ARB with the TIM ARD house.. for my of Buildings 26 through 31. SWM 10 shall be designed rach thin its shape, pl�w% and land form (gmding) ane integral with the adi�t comadvatim ard, The plan for SWIM 10 Shall be submitted to the AILS at the time Food plans are submined to the County and VDOT for Noustramor. Ismarge. HL DENSITIES 3.1 Total Betil Th. Pte undbee of dwelling wits within the Project shall an[ For .. d eight hundred nindy-thres, (893). Subject to Seat= 3.2, the building footprints mid gross floor areas of wm�T=iai, office, and than mes. and the building Imqxnndx of hotels aWl not canduld than set finth in the Land Use Breakdown Table OR Show A to the Application Plan ("Shour A"). 3.2 Limited Adiustw=U to the Elemsents ofth. Application Plan. Thelphunfloor arm of the buildings used for commencial, office, other uses, and hotels shown on Show A body be adjusted within a rage of up to fin pearcent (I Cai provided Ral the maxim= grew floor �f�exh"tagoryofomsbo"mShlAiswtucmded ThefiHIPTintsOfBit](1111106, Notwithstanding the turns of this Section 14 add 36 as ShO" con Shed A am be ilmsellarriguld. 3.2 to the �my, Building 14 shot I But initially eacced 88,50D square fect, provided, h�. That &fee him years following the iNUMM of the arnifitiose Of Q=P�Y for Building 41 die Bvilding, 14 may be adU�ed within C range of up C, tm percent (I 01o), and if Building I is lowed in the location shown an Shaw B, my mob mPmiOn shell be located to the Beat so that the addhimal pm is located along North Trades Bmidevand. Nawffllftndin the morna of this Sanford 3.2 in the contrary, be subject to am provisiow Of Thadion 8.1, the County MY mthoriwaul&821 in sh� on Shed A to Theadjusim by �dmn I-p�(10%). IV. STORMWATER MANAGEMENT AND STRpAM BED CONSERVATION 4.1 Flood plain. The mur offic 10(1-year flood plain within the limited shall remain dis�ted =apt for mad �ings; public mility facilities and their crowingis, and pcdwuim Such compilers; am permitted by County ordireadem onal and biking astils. and Only to ffia mtmt regulations. Upon the requal of the County, Omer all" provide a unsay .,it prophrom the a the land within such flood phow to the County. nomeary do�wtuion and cloth Pal 4.2 The st=WRW'b� �gmmt Pmwm` No, Fluorescence fiecitilies for title (mB?&") plan for the Project Shod be prepared. and all swm� tffdi=hargefim Project shall be dmigned and ��ctcd, to �"O"e HIT curme �w3 Two Map Parcel 032AO-02-00-00400 (Northrowde Mobile li=e Pink D�c]OP�t) and firon noribong comer, offeraffit Read and U.S. Route Past and the .,i.tigd�vIDpm.Ls on th.nonh 29, sy"flinity, The following panels shown on the current Albmmie Commy tax MW; WIWP 32, parcols3k 39A, 39, Rod 39A; toac map 32A, Parcels 2-le 2-11A, 2-IAI. 2-111. 2-IC and 24D. facilities shall arial am sWmw" quality and quantity The stom�, -1,9� impact,, for the st�wal. g�atd both �� the Project and far mob misting Offilite winining a describeed herein, AS though the addhe Prosessiouting mnditim offlac drainage wes. is an undeveloped wooded rike and is being developed to the mining Off-sitc mdidms and the a Minimum offldrty-th= and pahopeand loi candilions. III addition, bifll= $bid] compristo 113%) of the (at&] required parking lot tandemixed areas within the onc�third percent (33 �'C=mercial Arabia of the r (he Paul as such Comamial Am, is delh�ed a,, Shen G a Application Plat (-Sh-I G"). 43 Erosion and Sediment COxI (a) Its Omer Shall, to the -maxim=) waiddef predicable", provide mob ddildm,l appropriate erosion and uffince control mm� that exceed S� and Local if Th= is I disolosershost recording whedw the whodand of "maximum minim= standards. cousal p�iCAWC" is Satisfied- Cho Virginia Dcpa�ent or COM.�medm and Recreation will be V In Brad advise on -well *10511011. provided an opportunit the Th) Pog-c��ctio, st��ala P ..auto, : The Owner shell, Far maximum exIcnt pruclidable� real post-constraction aluminum BMPa that am dwelling] to an at radiumat �YBI tire Pf 90% as published by The Come, ran achieve an average an (2000 edition). Wesixished P�.til.n in Article 64 of The P .. shirs gr Walmhed Pri Those will include, brut Fre wt limited to, bi�mtio� bi�ion Mew and wat ��ion bal 4A Strions Buffer and ROEtO'-tk-I UPOR the -'mt of the RPP lical mw period, The Owner bail notify the County and provide the County with a Copy of my sturb� In up pfuntion(s) to the U.S. Army Corps of Engineers andlor DEQ for my � it] addition, ifirawmary. after Boo looking ou.sim for Refigailm opperranifies available in defisfy -site opponchnithas the TwHifling process, the Owner shall mnWc( the County for a list Of Off within Aib=mic County for such mitigation, and shall look for such midgestram app�niti% offsitc V. TRANSPORTATION 5 _I internal Street ConswitStion �txxwdsrdxv Public $Trans, which in MY event shall bechurk, at least Lanka Road, North Polar- Boulevard, NO�de Linvor two and NOrtbwm Passage, shall be (I) constructed in accord with the iliushafive nib= design � sections she" an Show D-I to the Application Plan ("Shera D.1") and else in accordance with VDOT design standards purment To detailed place greed to between Owner and VDOT, it (H� dedicated for public use NO offered far swerame into the "a highway system. Tim (with a maximum had D-] shall be installed spacing affifty (50) real landscaping =it sidewalks m shown an S and maintained by the Oman in ammdance with County or VDOT standards. unless VDOT or the County agrees in writing to �c this responsibility 5.2 Tire., of CookWn for Internal Smfta Bookoll issu� of =tffl� Of sagntent of as internal strad as smant on Show D-1 Occupancy, Owner shall complete that f �p�y is within the Project which =ins the building an readdism for which a ceffifiMc 0 sought with at ]Bud The stone bus and all but the final lainer off0ant-SOX asphalt. The final Tom of plant-mis asphalt shall be finstarlhad within me (1) yew fallowing the ism= of the fing certificate of osompanday far a building or Handence Served by the affm�d stureal svmt. 53 Read Imemetwourds. Omer shall design and constrinu ad of the mad ip.�wo reforamed in Section. 5.3.1(a), 5.3.1111) and 5.3 1 to) houldea, which ge Rise shown an Show D-I W the Application Plan and on Show E to the Application Plan entitled "External Read hopowung, Plara ("Shm Ee) (calleatively, the "Reard Impr.vmc�"� =idea Such Road Impm�mm am firill consirseed or bonded by other. no various ph� of the ROM -coded copy of Show It that is u�ative purposes on a color lablearmernam am dian shown far ill -of-way did it attached herein a Exhibit B, Owner shall dedicam He public wt my required right now or Transfer Owns in fee Simple. For purposes afthin Section 5.3, the use of the rum "mad" as it applies; to internal moral slowl also live the moral muning as The word "9=1" in The Aftecomaric County Subdivision Ordina. (Chapter 14 of Th. Alb=fle County Code) where appliuldn. 5.3.1 Dealer and Pha All Rwd ImpmP.T.Et, gaill be designed and phased IS, fbIlowd Design- The Read Improvements shall be shown an detailed road plands satisfying VDDT design standards which shell be submitted by the Owner for review Md. when Satisfactory, approved by VDOT and the County (except for the Road hnp�ts to U.S. Rome 29. which shall be object only to VERDICT approval) flaudiefifter, the "Approved Road Plans"). The Aplametad Road Plans shall show, the width had length (excels as Specified in Sections and (M) and Section 5.11(b)(1)(0), location, type of suction, and g�ftim of all lane impm�mft as required by VDOT design standards, AlloftheRoad Impm�ots dall be ��ed in emWianm with the Approved Road Plans. The Road impmvmmts To U.S. Routic 29 shall be based on the th�t VDOT design spwd and cronslow mquir=�. Notwithstanding the provision of this paragraph to The cantrary, in the want &do the in�al raNdeatial fired shell as sbom an Slaw D-1 ,,at Occupied by VDOI the Owner shall submit clemiled road �nefim plans fm such sarems to the County for rovithoo and, when Testimony, approval. whIjud efor to die County"s appreve ofpiinft seem under the Subdivision Ordinance (Ch. 14 argon, Albemarle County Cade). Pherl The Road hnpmvm� shnil be �c�d and compided in three phone as Sd fDrffi below: (A) Itham I julad ImPmw�u. Prim to BPP�l 01 the TIM w�Erris] mbadybum pilot or sw plan vaidain the Failed. Owed shall obtain ell associated p�its Rod post an associated bonds required fin lbe construction of the following (Prollectively, the "Phan I Read Impria.las"): (1) SmIndenwhost VBgM,,QD U,LRosibi (1) U.S, Rome 29 Soud3bDuDd - �6m Of the vmfical c�B�in themadwyjuutnufth ofthe announce, CH) US. Rome 2.9 Soudibound �w�c6m of a wnC�s 12 foot wide Through lane (with shouldrair or Eased nil Be required by VDOT� starting In a point Two is 1000 ficest north offic mud�ust =� and witearding Muth to Airport Rmd. (ill) U.S. Route 29 Siduthbound - construction of dual left Dam throcis with Input at the moment. pv) U.S. Routs:29 Soutbloodual -wn�cfimOfdgM tual lane with tim, 10 serve wrialm, =at memo= tir SR 1515. MT U3, Route 29 Northbound - construction of a continuous 12 She wide darruglif lime (with shoulders or guard not as may be required by VDOT) extending floor Proffil (Airport) Road (Route 649) to flac Norflneade Pmgc cF1zmce. (vi) ITS. Route 29 Norbimened - attenuation of a right hand turn law or the Snuffinumord m�mm the gaucheries of which will be subject to VDO`I' appmval (vii) U.S. Routs 29 Islarldbound wrostrunpon of laril tom hine with letter into SR 1515. (viii) SIR 151S EastbwmI w�ion ancl restriping to prisivick, laft turn hom with laper. (iz) lastallation of a hadflio signal with 8 phem Timing, video dametian md ammumal irgagmake bnp�mm au fin k�tm�m with U.S. Route 29. (a) Clan muting �� W U.S. Route 29 and Souffiamr�d F� to SR 1515. (xi) Fnaposed Entrance Read between North Pointe Boulevard and U.S. Route 29. (2) North Pointe Boulevard. Lake Read and pniffil Road (i) Looks Road and North Pointe Boulavard, in accordance with the design �-secfi� shown on Show D-1, haw Pocaffit Read to either liberflaside Drive East m if Nouddlide Drive East hoss, not yes bear onessitureld TH the moundabout at North Pointe Boulevard, North Pointe Boulevard shall be =traded to Northwest Passage. The Owner shall provide a fifty (50) foot public inglinsofosay along Leslie Road wil shall �ot a two-hre public gross to be accepted by VIDOT and as coach of the other impmvmmm shown on the sonses-inctione in possible widen the available right-of-way As reasonably deemined by the Costly Entimoor. (ill -Me mandsmus, or via other impmv�s so my be Preffit Road shown approved by VDOT me die County, at the inmuchzical of lutake Read Rod on Shed 3 and an widdhonl westingrad tight ban INTO an Priffit Road finam Links Read to U.S. Ent 29 a shown an Shod I- In addition, for property stoputsillon that is required for The Off - she public right-opway far c�ctiun of the improvements required by this Section 5.3. 1 (a)(2)(H), the Owner shall make a cash contribution or pmehole a ]man of credit in a tam approved by the County Attorney for such porpme in the meant as d�ad necessary for the property acquisition by the County Atuarday, provided that such amount shall Pat exceed one hundred fifty percent (150%) office County's fair market "Idt appraisal Prepared far acquisition and mnd=nfion purpose. no One, ozmiWdkm or Tana of credit clansibeed in this Section 5.33(a)(2)flii All be unit to pay for the total me ofEle, right crony aciprisition. Theturtalcost of the tight of way acquisition far the Off-inte Property �",Y to Construct the i-PrO�mts required by this Section 5.3.1(a)(2)(ii) shall include the �al mine associand with acquiring Per. .=�s and other authorized int�N by =dmmtion land, buildings, imunal or by pandcaude including, but not limited in, land acquisitions angincoming, surti and mmable a�eys tam The mob chatirflartion or the letter of come shall he provided by the Owner me. the within thdri days upor request bylbeComy. lithe proponlyis acquired by purch werribution ran the puchme price shall off =used one Imandred filly p�l (150%) of the County's fair marke value appraisal prepared fin wnd�lim purposes without the �nt of theowna. ifthc�oftherighlofwayaoquiVimcxwe&thcamounllwBviouslymntdbuted, Th= the Owner shall remourse the County all such Terms cents within thirty (30) days upon requed by th, County. The County shall refund to the Owner Rd =� contrildertions FIFTH completion of the land acquisition. CRT) hjtmtimally0mitW fiv) An additional Through law castimund oil Proffit Rood from U.S. Route 29 to the rxincialboart at the hAwsbcdm ofluarke Road and Proffil Rod& In addition, comill for parprany abluisition the is required TOT flitcaff-sitic public right-OF-MaY Im � impm�mia required by this Section 5.3. 1 foXil)(N), the Owner shall make a cash �UfW[im OF provide a latter of audit in a to= approved by the County Attorney far such pmwse in the mount Be d�ed necessary for the Omplay aoqnbifim by the County Attorney, provided that such �mt shall not mend me WPdmd fifty pliment(15051.),ofthe County's fwrmuk4 value nd��Dn purpose. 71m cash contarbrution or letter of appraisal improved far Retention and an Credit described in this Sactiod, 5.3.*)(2Xh,) shall be wed R, pay far the wt.) croart rafthe right of Froymmeticar. The How 0031 of the right orway acquisition for The off-si to property nmcnmy to .� the imPmwmxwo required by this Swim 5.3.1(s)(2)(w) shall include the norme costs acclaimed with uquirring land, Toridings, �ct� comments and other mthoized interests by cmd�ion . by purchase including, but But limited to, land acquisition, fripinclarin& suarraying, and �"bi- dwnwP fees. The mob contribudon or The lend of Ongcredit god beeprovided by the Omer widft thr* T30) days upm request by the County. Ifthe Property is waimmad by Thurcluades the =�"m far Th. purchase prins shall not "card we hundred fifty pa=l (150%) of the County's fair market value appraisal prepared for cond��n puTimme whism, die amme of the Owner. if the cog of the Tight Of my ously than the Oman shall reimburse the acquillitiche exceeds the amount From wit by the county. The County County .11 and am austs within thirty (30) days upon rep, shall refund to the Omer at ==in contributions upon complemari offic land acquisition, Improvemmm. Within fifteen Comil of the 15) =ntho after the Wum aftho find With w�mal building within TIM lands Subject in the End �mial subdivision PIN or site plan within the Prel at prior to the kernel of cerdswe of Occupancy for such Wildinits, whightrouldr is wall all of the Plme I Road Improvements shall be accepted by VDOT fall public an of handed far VDOT`s weepmw if y VIDOT for public an or bonded mob Road Improvements am a primary highway, ar accepted Th he The County for VDOT's m=om= if=h Road impm�nts an a secondary highway, (b) Phan 11 good Prim to appmi orthe from. pin. that would auftrin the aggregate commercial, office and hotel gross ft" � as shown an Show A within the product to ounded me hundred ninety thousand C290,0130) Square fact, Owner hall wage ell mmu&Lcd permits god pan all reareigul bonds required for the ��&JU ofthe following legislatively, the uPhm If Road Improvmftr): do Drive Esi uddle BE I- On �U- AT I IMK (I) U.S. Rem 29 Soutlainured —construction of a confincrour, Tom or guard mil as my be required by VDOT) starting at 12 W wide fl�gh Iwo will slash a pain, the 1, 1000 Tom north of the Middle &flmm and exthinding to the point where 11 connects, with tbepmim oftbeimewnmmPed pmumi to Section 5.3.1a)(1)(f). (it) U.S. Rowc 29 Soutbbmd - w.�om of date 16 turn landu with tam. U.S. Route 29 Sourflibuirm construction of a rigid turn (130 1. with ban" U.S. Room 29 Northbound - �ctim of a rift hand TIM) am 1. a The Middle Bn�ce, the geometries ofwhich will be subject in VDOT approval. iv) U.S. Route 29 Northbound - comarnown of [ch Tom lure with tapter. (vi) SIR 1570 EakbDwd - condructim of an mbiping Origin to result in separate Is& dmugb Not Tight units m�wN. (vil) Pn�w road Weemund - installation of a traffic Signal ? with 8 phase losing video dotactiord and associated in�Wim improvements an ULS- R�o W . (viff) Existing cmsm� st Cyprem Drive - ��iot To Glen The orchorover. (u) frontage mad from Cypress Drive in SR 1570 wwdtnzhiw of a public screw to serve propertiest mnwrdy meaning U.S. Route 29 ftmgh Cypress Drive Northrikle Drive Ent between U.S- Route 29 and North Poliffire (2) Boulevard as Arvirs, an Shed D-1. Complatim of the Phase 11 Read Improvements Within fift� (15) months aft the issuance Of the fee building prial for a buri lding within the lands subject to the firel subdivision pull orr Eim plan that would authorize the glinagan mothromid. offloc and hotel gross Rom am, in shown on Show A within The Phijact to themild Iwo hundred Tandy, tbo�d (290,OW) square fact, cor prior to the imwi. of. cardifins, of occupancy for my building Than man. mob gross floor was to .d two hundred ninety tho�mnd (290,000) square &in, whiclecars is conict, all of the Phase 11 Road Imp�=mb shall be awdeplod by VDHOT far public use or handed for VDOT's acceptance if such RwaI Impm�ents are a prinuary, highway, or coupled by VDOT for public use Or bonded To the County far VDOT's aemp�w Trends Road impmv=mts no a secondary highway. (c) Phase III Read lmp�. . Pa., to the oubW at. (1) The approval of the The Subdivision plai maim plan the( would authorize the aggregate number 0i'dwelling .IN within the Project to exi five hundred thirty-three (533)1 (if) the apperwal of a scludivision plat an Site plar, for any &�elopinmi of the Neighborhoured Investment Property OF any podium Theraer or fill the five (5) year affiven ary of Use date of ju�ce of the fire cerfificam of orimpi lor a building or jamurrims within the Projed, Owner shall obtain all mamined permits and pan .11 Whilucialcel bonds required for the automation of the following road kq�anu (selectively, the 'Than Ed Road lmpmv�U-) to the oximi my such mad improvements Jurnmat already, been completed! (1) Northernmost Enhance feepaige Lewis & Clark Drive) on US. Route 79. (I) U.S. Route 29 gauthbomd - ommtucLion of left tm law with tapern (ill Northwest Passage finsior U.S. Route 29 0 Narth Pointe Boulevard. (60 U.S. Radio 29 Nord3howd - �s�c�m of a right hand main Ime, Me Windmills ofadech will be subject to VDCT approval. CM) Ifinot already mm�dM, North Pointe Boulaward between Nonfloside Drive East MIT Northwest Pang., (y) If the traffic signal in be �Bd by others is I. place me, to Choose �mc4 work n this Noilb�o� EntmM and such traffic signal Holy includes it= legs, Owner shall add the ftdwh leg to the signal, which shelf include additional and arms, solid buds Bud =ciliary equipment necessary to dirphom Northwest Peoreage a use of the intersection. as determined] by VDGT. If such Here signal is not in lubliCe and the variants, buffic, generated by the Project -= The VENOT signal �ts to be met. and VDOT insicall requires that a truffic signal be installed as a oon&im ofthe � Permit, Owner Shall web ftfflc signal. (2) Notwithstanding my other lumvission wordsmad in this Proffer S�=m� within we hundred eighty (180) days after writhes, notice fmm the County that it iWmds W build an elementally salami on the School Lot (ar, "School Lot" is defined in Section 9. 1), the Dwiter, shall Submit mad plans for the ��ctiDn of Northwest Passage from North Pointe Boultivard to U.S. Route 29 10 VD(Yr and to the Cindy fibur rarriew, and when andsual ppi ForthemartIre, within Even (12) months after instance of the building permit far ��mion of The clarearenstry school, mid if not already completed, Owner wig complau, (i) Northwest Passage from North Pointe Boulevard to U-S. R� 29, (P) the improV�� ad fird, in Section 5.3.1 (c)(1) shows and Till) North Points Boulaveral from Nominds, Drive EON to NMthwwt Pwmgc. To allow the development of the School Let, the Owner Shall gmnl oil lmqmary eum=ts a n�my he allow ingress and ag� far nbicia and co�uim equipment, gmding, the installation, and maintenance of erosion and Sediment sentre struchance or mnv� and any Other associated m�Oon �mmu, as web temporary m�enu am slandess, on the subdivision PIN or site pim fair the School W and mutually agreed to by IN, 0"� and the developer oflhe School LOU Compleflam of the Pleme III Read Immemorial Within twelve, (12) Toshiba after the wou�e of The applicable event in Section 5.11(c) which requiroad the Omer to obtain all associated p�i� and post ail associated Wildii required for the �im of the Phase Ill Road Impwwwwds, old of the Phan ITT mad impmvmm� shall be accepted by VEITOT far public an of bonded for VDIDT's ..proms if mob Road lmpmvmms she a primary bighoway, or accepted by VDOT far public use or bonded 10 the County flor VDOT's .mep�coifsP.hR.d hnpmommtue a secondary highway. 5.32 Upon requen by the County, Owner shall make a cash corefflauthon to the County Far VDOT for the cost of a cable or whaless radio system that will link one or mom ofthe signals bertmen Larivis and Clark Drive and Airport Road; provided, however, am the Intel cub nomogram shall not mcced thiry-five thousand doll= ($35,00). Subject in �m of firreas majeuni, ifthe County dam not request the fiwds, ordoes mqu� the ftmds but the cohsHum,m of [be system it= not begin by the later of December 31, 2010 a dree (3) yew after completion ofall Probe Road bnM��WmM funds shall be mflunhad To the Omer 5.3.3 prior to (beappaval ofplm fbrimp�� at any U.S. Room 29 irAmeafim, Owner shodi provide VDOT traffic signal network dTning plans that VDOT finds acceptably addim, the imp" ofthe proplund Traffic signals far peak traffic Friends. 5.3.4 Regional Tnumartkim Still Cash Counibutim. THIS PROFFER ETAS BEEN SATISFIED. Upon mquat by the ODualy, Owner shall make a mob contrilartion ofone hundred domedd dollars ($100,000) to the County for the purposes of flanding a mgming Omaportafiou study ran the Route 29 carrild", which includes the funds Fmk and North Fork of the Riv� River Mad the Flollymead Growth Arco of which North Poftft is a part. The contribution god be do within thirty (30) days after requestated by the comfy mysims after The r�iDgigHppMed. lithe requat is not made widdumt Mialsor After the date ofailpmere of the first final site plan far the fird nommaxwe building within the Project, this proffin shall became oil and void. If Such chads �tributim is Pat expended fun the stated purpose within thric (3) ymn from the " the funds was contributed to the County, all modurphesided funds shall becfded HAW Owm. V1. OPEN SPACE AREAS AND GREENWAY 6.1 Pedatrim feghwaVs. All peakeddan pathways shall be classified as shown an the Fuddenrian P-11hany Key AN Show G it, =win ft), The pathways to 1. =."ded by the County, shall be shown on the subdivision plat or site plan fail tire underlying OF adi�l lands within The Project. The pathways sholl be couldructed by Owner as Class A or Class B truls, as iderefled an Shad 0, and in accordance with the applicable design and mmimctin slandard, in the County's Design Standards Manuel. Such durunnucting sholl be in conjunction with the impmv�t� for the subdivision PIN or site plan, as the Cause my her and handed with the ounces if the pathways an, a Subdivision bprwmen� an with a performance bond if thic, pathways am a site plan improvmmt. The pathway shown on Street 0 along Plat Branch north and web ofNarlaside Drive Ent shall not confirm throrkii, a colvent ii culvern is used for the mom mossing. The pathway intended for the culvert between Peck E ad Park F under North Poinate Boulevard Shod conform to the appecable �dmids in VDOT's "Subdivision Street Ouiclatinc" ad Owirs, shall maintain the pathway if it is thal arcepould by VDOT for maimmamm 6.2 Ldilkil Upon request by the County, owner Shod dedj=m to the County the lake shown on the Application Plan for public uni provided That such lake will be available for use by Owner for stormwator management or described in Shoust C to the Application Plan emitted "St.� Mmag�[ Rod S� Go..tim Plany Citing C"). VII. TIUS SECTION INTENTIONALLY DELETED VITT. PUBLIC "WRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch LITUrs", (a) Upon request by the County, Owner swill derhoode W the Counity the fee simple i� in thallared gram, on Short Basalibraryormisfintilofn 15,000 up�foot fully graded pad sil with utilities, to accommodate a 12.500 square foot building footprint, a fin land perandsor ship and up CH a 25,000 square foot building, together with a nondmim mment to the adjacent �on am for ingionds, Mew, �"Oqm staging and suffickat county Code required parking, storrickwanor duration and water quality facilities for the localism of a inaugural Jeffirson-Maxiison, Regional Uberary gisidd susta other was that Fro, compatible with the proposed surrounding one, in dw�imd by the County (the rary L I. NorMflunkfing the � airline prior sentence T, the narrowly, frills nquimmmtn fftbr the thin building require a larger building footprint, the County my authorize, the library building finutpriall in be longer than in "ad in the prim Additional provided, however, that the size ofthe me shown as "Park IP' an Shed B ("Park It") rardloor the size of the adjacent parking ande, immediately north of the Library Lot an Shod H (the "Library Parking Lot") shall be adjusted accordingly W mate such larger building fitaquint. Its Owner shall not be responsiblo for my al tap firiss, but Omer shall complete occustruction of thu Ullourary Parking Lot and Orlin parking areas �ing The Lithreary Lot. The Owner shall permit The County to use the Library Parking Lot airtime if not already wmncied, Park H, for purposes of ��din surging Within Twelve (12) months after mthen notice from the County Chat it intends (a begin mmt=�Dn of the library, the Owner shall mks The access Funds and the am or the flinary LA Pin" Lai available with at lead a fw incb wmpmnod same ban fielf use us mom and �Gfion MHRg. So&, � amers shearving the 1,11my Lot and the Lilarmy Parking LOT shall be compolaned and syllable for we no later than Hill CIO) =nibs after imedwasom Of the Wilding permit for the library, provided, however, thin &Their p�=CM in � Wed for ourranuction singing by the County shall nor be required to be Restated until filinly C30) days (or such longer reasonable lime Be my be necessary due to weather conditions) after the County hall hommad in �s�ctim�mleted materials and equipment. Upon thc request afthe County, Park H Shall else be deduced To public m, but ft Owner shot] net be nesphonsible fin maintaining such park, owner shall be responsible for moint�= Of the Library Parking Lot and Dfler parking spactim owning the Library LHt and the Comfy shall ban an obligation to be a momber of my c�'s mumanatton. The County's require for dedication Of the land tot the Library Lot and Park H end be=dt within thm, (3) years following The law To occurol immReofd� firat raddeatial building permit within the Project, fti) Degrees completion OF to iofm�= (including but not limited to �s, was, draw, clectric, gas) required for die use of the Library Laii a (ill) December 31. 2016 (which Decombel deadline maybe mwnded by writstan mutual annexationist oftbe0� and the County). Its requent for such dedication is wt made within threas (3) years inflausing The Ida claims, dam, this proffer will be null and void. (b) Grew ROD in the event that the millennium, for the library building require a larger building footprint, and the County clubs to matorim the library building footprint ul be larger than 12.500 squarm fies pursuant w section S. I(a) above, and in the further mend that the Whing is developed as a mdminim and the County requests the Owner to =mine �hip for a piession of the Imiter Wilding, Owing shall accept such ownership in a -bum 0 the County, rmoimble price upon whilich the Twice my mutually agraii and shall mum on a are ran basis band an the proporbonal size cribs portion offle, library building owned by the Owner ralmit. to the size of the library building as a whal the will nr dialigaing, and �tingsucb building 'Mae cam may include, ifilesirld byThe County, mastallem are "green mof�" and my additional =pmm �iawd with structurally ranfming the war as o�arywsupp�thtgmmmf Within We (10) days afternoteept ofamqu� flat paymmt by the County that is accompanied by dommeneJm to support it- progrears paymmt amount as pmvidBd in the construction �bmc� fln Omain shall submit well PAYmme to the COUNTY - Alternatively in the case the County abods in design the liberty building in a Leadwhip in Energy ad invi�entai Design fit buildings the Owner shall wwribrune to the County, an a pro Too basis bmed an the proportione size offlike portion of the library building owned by the Owner relative Car the at= of the library building in a wholes the additional Hunts Of �s�fing the library Wilding TH obtainLEED cannification the the, buitchall, Withintm(ID) days star moccipt offs request for payment by the County that is accompanied by domm=Utim to Nippon the progress payFnmt arroders Fix provided in the construdw contract, the Omer AA mWet web paymmts to the Cousety. The design of The grace rwf, in thar clitoris utilized in cillial. the LEED "niftho., in applicable. shall be in the County's di.�io�. 8.2 Affordable Housin . Subject to file �s and conclitrons ofthis Section SL2, the Omer shall provide a nHemudn of lorty (40) ofin-sale" residential dwelling mks in affordable dwelling units, a nuninnum of sixty-six (66) mforrean" residential dwelling mails as affordable dwelling ei ad . .. of four (4) Contralto H. Units I. Carriage HOu- Units am defined in Section 8.2(d)). The funny (40) "for-ule'mi&ndal dwelling units shall be from compritaked cribs following types ofdriseling units: twelve (12) muld-fmi)Y, treadw (12) There 'cril Cosensisting of towanhousm. dudeem, Pffwhcd mussits, condominiums in the commercial arm and other unidentified housing typen); and mount (16) from single family detached, asid, at the age priceres and under the terms arW clandittow ad forth in this Section TI the mbswmt The Owner dial Penny The rosp=ibility of �irmting the affordable units 0 owners Prim within the I'mrserty. (a) Midti-ramily and "Ods F,,Sai. Affirri Uni Fur froulti-family mid "other"Itersals, affordable dwelling units within the Property, mob affordable units Null be afftraidilem households with incomes, ins Um eighty percent (TICHI) ofthe aria mcclian family income (the "Affordable Unit Qualifying [�"), such Inn the housing doets Consisting of principal, interests =I estate Wes =4 hw�nm insurance (PITT) do wt excand thirty permit fillyr) of the Affadabic Unit Qualifying Income, provided, larmoar, Thai in NO event shall the selling prim Of mob affbardable units bc Iram than the b�tw of One Hundred Ninety Tlaustand Few Hundred Dollars ($190,400) or sixIl percent Cl of the applicable Virginia Housing D�elop�t Authority (-VHDA") maximum mortgage licur full-time blame buyers at the beginning of the 90-day idmtfficgon and qualification period referenced in Sectican 8.2(or (b) Single FairdlY Deditchad-For-See-A liable Units �MO ffiw Uniza. For entitle family detaclued fic-see afibriable units wMn the Property ("Mullaney - Priced Unil Mob ModffaWy-Pricod Units stood be afroNable to households with usconne, im flud me handled Twenty percent (120%) of the wrea roodian family introme (the "Mode�d)�PHwd Unit Qualifying lmomel, and that the housing cam consisting of PITI do Pot =cwd thirty parcel (30%) of the Modcalmly-Priced Unit Qualifying Ln� provided, however, flat in no claim Null the selling Prim of asuch Modargly-Pri cod Units be required TO be Inn than die greater of Taw Hundred Thirty Eightnomemad Dollmi ($238,01DO) ar eighty percent (80%) of the applicable VHDA maximum mMSW far firat-thure home buyers in [be beginning of&e 90-day idernification and clugification pedod mfbr� in Sdcdcm 8.2(f). (c) For-Runif Affordable Unit - For a period offivis (5) years following the date the untificate of occupancy is issued by He County for mob fas-red affordable umL or Will] the units no mid ra into or modffge we undins qualifying in mob mdu either the Virginia Housaing Development Authority, Flowers Hunts AdnmlWaCm. OF 3omft ad Urban D�dopmW, Sersion 8, whichever wines first (the "Afflonlable Terrill mh units all" be reow to households with Intel less than the Affordable Unit Quall Income. No fiar-rent affordable unit may be mmted mom it= an= towards ffic mindor of for-� affordable dwelling units raluded by this Section 82. (1) Gwordpecou of bgrOZ All deeds counlying my interest in the far. in language making that such unit is =1 affordable units during the Affordable Team "I =Ia drejew, art The � ofthis Setsion 8.2(c). in addition, all moment pertaining to a conveyance of my find-raddit affordable unit, or my pan thescrof. dining the Affilvdable Taim, shall Contain a complete and foil discimum of the matidim and �tels �bHshed by this Section 8.2(c). Prim No the many"m of my interest in my fur-rom affordable unit during the Afrordable Tunisia Ihe thffl-UUUML owner Shall really the County in writing of the chaveywhor, and pravide the name, add= and Telephone number of Th- PD�tial grameal, and state that The requ�mt3 afthis Section 0.2(.)(i) haw b. Satisfied. (I I. Anintre Reardin During the Affordable Tern and within n ty (90) days following Z and of Bob land. year, the thm�u� camor shall provide ur the ill Alb�rlti7.nunty Bousiq Offics, a wortifiand grated repart onfall fbr-rut alffordablo units far B immedimely preceding year in a fares and samurai reamiably acceptable to the County a �able rofirs, Hawing offi� Subject to oil federal, vote and losed housing laws, and OFT during [be Affordable Term, the th��L Owner shall make available R, the County at the thcn��l Owner promises, if resproadded. any Eciparris. capis, or hianto or icon agre�,im or A� dat, pertaining In =tot whis as the Comfy any Invariably hisquitc, (d) Canigm House Uni Carriage Howe Units shall most the requirealwars far a single family dwelling as defined in the Taragirda Unifbm Smewide BEOL ding Code, shall be on the same psoced m the primary dwelling unit to which 0 is ancessory, and Shall not be subdivided from the primary readerne ("Carriage Home Units"). Th. subdivision mrshiction shall he included on the pig creating such pands nd be incwpxated into add dead Conveying title to such pamels. (a) Each subdivision plot and site pin fur tend within the Property which makers affordable Units (which, for this Section 8.2(c) shell include Modmtoly-Primd Units) shall deAgn� the Tom or units, as applicable, Ell& will. subjecif To lb. terms and cdltiO- of this proffics, insamporge affindable units as described buircill. The first such stabudivistion plat Or site plan shall hottest a mini� of them (3) mob affordable orrits. n�fta, and until the Total number of affordable dwelling units praffered hereunder shall have been fulfilled, the owner shall provide a minimum offlume (3) such affordable dwall units pw yesion Each final Subdivision PIN and final site plan aler "I include a running Baud of the number and percentage of affDrdable mix previously provided and pmpowd to be provided by the subdivision plat or oil# Plat, Far ptapom of this SaftiOn 8 2(c), web =its f I Aw be declared have been provided when the subsequent owneribuilder providin wrims, miles To the County Housing Office, or its deigne, that the unics) will be available for salet us required by Section 8.2(f) below. In the wake that the Owner provides am wits ill= (3) affthadkole dwelling units in a single yoner, the Owed my "ewry over or "IaW credits for Such affordable mite, such the the additional affordable India which "mad The minim= =W requirement may be allocated Toward the minimum n=bw of fifiontable units required to be provided for my fi� year- The mmimm bar of affordable units that may be carried "a OF banked shall norr Excead mein (12) per year. Notwithstanding the terms of this Section 8.2(a) to the contrary, upon the mtkin mall of the Oman the Gimity, may authorize an almornative proms andlitur n andfor delivery of web affordable units upon a dertersairraticts that the Schedule far the provisior request is in general accord with the purpose and intent of Section 3.2 and/or otherwise furthers the goals n1providing affordable houringim the County. TO All parchment of the firrsale affordable units shall be approved by the Albemarle CDmty Housing Office an its dmignm The subsequent onswilbuilder shall provide the County or its dmiV= a *ad of ninety (90) days Tho identify and Tomqualify an eligible pmh� far the affordable unit. The ninety (90)-day pared shall warmance upon Written notice from th�th.�c�t�m�buil(lor thin (ImEnit(s) will 1. available For sil Ifthccowtymitg dengres, does not Provide . pefted pmh� who execales a commot of purchose during this ninety (90)-day period. the thai��t emombuilder shall haw the right to sell the ume(s) witme my restriction an sam, price or i�c Bribe purchmal provided, however, that my Oil said without mob rMrimon worell Thavertheless be counted toward the number of The affordable min nequined to be provided pmu� to this � of this Swim 8.2, requirements of this Section, 8.2 shall apply anlylo the fire sale ofewls arrive affordable an Th I (g) Too County shell have the right, from Lime TO Chiral on Reasonable notice nil mbjOd 10 811 madbuble privacy laws, to instant the records of Owner an my su=s� in interest forthepmp� Pressuring compliance with this proffir. (b) cal Pin THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days after the Baud of Supervism apprave of ZMA 200D.009, the Owner shall cam to be ..n*wed tn. hundred thousand dollan, ($300.000) cash to the County of Albemarle for the Allidararle Housing hurraliw rund or all other similu lond as may be Established or authorized by The County. The contribution shall be to fund affordable home ommhip Joe pmg�s within the Project and other am of Albemarle County, including those pmvidM by n�jlrafit housing egerichis mob as the Piedmont Housing Allialroxis Habitat for Humanity, and the Albemarle Housing Improvement PMS� Ifurcliceshouncidbutionis not suplanded for the Need purpose within five (5) yam franc the date the funds were oxhishibuted to the County, ad unexpended fidels shall be refunded to The Owner. IX EDUCATIONAL AND OTHRR PUBLIC FACILITIES 9.1 Elements" School Site, Within Two bwdd sanity (270) days following mq� by the County, Owner shall dedicate to the County the land shown on the Application 12.85 Acres Seb� ic talyoul", consistring of appmxim�ly 12.85 Plan 0 "El�twy School acres (in a mHoller portion of'such Ind In the County's sale disordian) (the "Scluoul Log"). Prior C, dedication, the School lot shall be graded and composided by U�a to a micknum of 95% for building compaction in mmumd Try a gwdwd Procter tion with suntable malarial ��im as cluffied by a prifidgme cruinesor Or as alseral approved by the Gamey 'Me Engindir TH establish a fully graded pad site to accommodate So Imwtuy school. recreationg field improvements shown an the Application Man shall be firde graded wait have top sell and soil mmdmmto added, will the maim for an mdvgwmd irrigiltim SY� mrViAg the �lofW fields shall be installed. Such impmvmmts shall be reasonably tiquivalreat to those misting M the moureadmical fields ar BRIPT-Butlez Rim�ay School, exclusive of my above ground impmv==t� 'the poidectim pathways TH; she" on the perinder of th"Whoscul Lot an [be Applicaboto Plan shall be rejected on the subdiv.sim plat prepared by Owner misting the the pathways shall be installed when the site is graded for the =cmiw fields. School Lot ad Tire Oman shot provide all utilities to the School LOU The dedication "I include �mm D.m'm land for no= as and use of S� Water Basins 5 and 10 shown, on the Application Plan, Together with all temporary damenexim, mm� to Wi.w Stw� Hasin 10 ar be redesigned and dillarticed, remal to =wwodate the School Lot �wata. The School Lot shall be used in an elementary Khoo] shot but if the Coney including, did the School [A will not be wed as an clamentarl, School sites it shall be used by the Century far park and ma�io=l partial mining both the North Pointe �wity and the region. If the C mty it. not request thin the School Lai be dedicated by the laid of December 31, 2016 (which December M, 2016 dculfinc my he mtwdcd by written mutual agreement offloo Omer ad the Courry), Fur flar. (3) years all. the I=... of the titan residential building permit within the PmjecL the Owner shall be and" an further obligation Th dedicue the Schmi W far the purpose described Throcins, bar Shed. by January 30. 2017. or thirty (30) days after such law droo, =tribute In hundred tbo=nd dollm (SiOULS00) mob to the County to he used by the County for projects idmij lied in the COINY'x CIP mflwmblY ademod To the nocft of The North Pointe community, and in mch "wt 0ke School Lot may be used far other msidmtJw purpromor licatim Plan. a approved by the County after reqml by Owner for an mendmeni to the App Aft. dedication and before the County uses the School Lot ran a schmi con firr park- and I Parmn, it if reqmtd by the County, Omer shall maintain The School Lot until asurcostime bject to the Dwindles right to clachnive, use of The mqmstPd by the County to an larger do in, so Sdml Lot far pink and reafttmal purpose. Such park and recalcational purposes shot be only ill= uses Storm an an approved final site plan or subdivision 149 far the me that Includes The all Omer all use and mernmencu of Edward Let. Upon being requested by tile County, Owner ab any requests be the School Lot md Pames, all northernmost,; established by Owner that the Cou �ved. The Country died not be obligrawl To pay Owner for my impmnmmN established by Omer that the County rodbuns, The dead of dedication for the School Lot shall provide that if the County accepts tide W the School Lot and than does; nut mnsnet either a park or a school within twenty (20) yam fladhavoing the date the Board of Supervasone approvark the ZMA Asmadment. deal upon Omer's request Title an the School Lot null be Transferred an Omer in ED eq� as Omer. 92 On, Stop Turnoffs, Boo Stop Impm�.ats, and 0., Sell (a) Owner shall ��t I= (10) public box stop Uxrwfflz as shown on the Application Plan, or otherwise Two (2) in the southernmost residential shall feel (4) in the answered] arms and tam (4) in The when Twidentle arm. each in a location mutually acceptable to Owner mid the County. Its bus stop Hmofh shall be approved with slow motion plans fier the Project and bonded and =��ed with the streets. (b) Upon the frocithert by the CIAMY. Omer shell nowtinbuts The Total a= Of twenty five thousand dollarat ($25,00K)) mh towards the design and of the above ground buts stop impmvm" such as bmchm and shel� meting Standards exualailiguld by the ODuntyatachbus�p. Ifthe County it= wt request the floods, or requests the funds but dam wt neutral the bus stop ipmvmmts by the law of December 31, 2015 AT them (3) years aria completion of the mad network that includes the bus stop �offs, than subject to matters of to= majewer the mexpmded funds shall, in The donardirds of the County, anther be �med to o� or Wiled to a Front ideadfied in the County's capital improwmanuts Footprint, within or adjaccal to the Project that beadfits the Project. (a) Wftburr thirly (30) days efterr the WmduwFon of public vmp�tim to [be Proton, Oman shall contribude, tw�y-five thousand dollars (W,00D) cab to the County TO be wed for apmting mpen� related To such sernice. and shall thmafw annually =tribute Tww�Fivanmsmd Dullars, (M,000) cmh to the County tn be Hated for opmting mp�w related to such Service far a period of min (9) additional yam. such that the total firrades �mbwd to the Casey p.m.[ to this Section 9.2(,) Shall not expand Two Hundred Fifty Thousand Dollars (1250,000). Iftlied, notheduction ofirmlic, �r�Mian to the Projesel, does not handsome by the later of wa (10) years after the Broard of Supervisors appoystis ths, ZMA AmcnbmmU or mom (7) yam after The data orthe Indiana of the fire ontificithe ofoccupandr, far The first w�ciol building within the Project, this Section glic) Shall became null and mid. X. ACCESS TO ADJACENT PROPERTIES 10.1 DWW.ti...rRight�f-W,.Et�..sioaloNr.122 Unless the dedication of public righl-tat-way and the �s�iall of Such stmel we required in conjunction with the approval of a subdivision plat undeor Allhismarle Counly Cade § 144D9 and related sessions, of tbc,"=�s: Owner shall mein the fifty (50) foot wide didd-of-way located within the � shown an Shed IT and idertiflad as a "50' R.O.W. Reserved far Fin= Dedication" �ting a right. of -way ft= the proposed middle wt� mad into North Pointe to the muthm property lim of Text Map 32, Parcel 22E CTMP 32.2213a). Prior to the issuance of a building Permit far Building 32 as shown on the Application Plans Oman shall Record is the Charl Offirm of the Circuit Court orAlb�le County, a curnard, inestimable dead ulf,hadicama dainesding te public we for mad purposes, the � labeled u51Y R.O.W. R�� for Pat= Derefication-P Omer free acknowledges that if it is set pan of a subdivision plat approved by the Courays mob a of dedication raw be flat reviewed and approval by the Bround al'Suparrviturs and sompted by the B=%L Such dead of dedication shall include the following conditions: (I) the IMF 32-22E shall ham base uprooned; and If) that prior in its use for wad purposes, there shall have been �mmed an the land se clodicided a mad approved by the County and accepted by VDOT for padalicinear bonded flar VDOT's .pmm. Atthetim�ofthemnsituc�onoftheacmumd serving Budding 32, the Oman shall comarest the finessectiou curb Hall Far the mard moving TW 32-22E and extend C4nS�diM of all read far at least a minimum of� hmdr*d (100) fed ficarto Northeiche Drive Eated. no Oreadder Shall aim place 9 the crad of such mdmded tord, a sign, approved by the County, advising and notifying the public that mob rghVcfmY is the local= of & future mad �ion, Ormor "I Want throporary conshingicas mm� Be del�ined audguy by the CouM Engl� to allow fun the mad to be extended to Thrills 32. 22E, which cmsmwdm ements shall be an Center's property and Outside of the dedicated ght-of-orry, and shall be =WbliNbd by the upplidbe, she Plan. No irripromments shall but Tocared withm the temporary mm�ction -=m� umil �(10- -f --h mad THE Tot; mmplctcd. U 10.2 Access to Tax Mae 32A. Stiction 2- Pormil 4 (warrant Northwoods Mo c Um, Park Pecestrul, UTdm the dedication of public right-ralf-asoy and the wdndmdmrm of Such wad com required in carapariction with the approval are obdivibim plat under Albemarle County Code § 14-404 and Totaled sections, or their m�m Owner shall resseve wor mus I. the )=Iran labeled "50p R.O.W. Reserved Car Force, Declinational the =,turn and of the main �merdat accurs total from U.S. Route 29 on Show IT for access to Tax Map 32A, Section 2, Parcel 4 CaTMP 32A-2-41. Prior to the issuance of a building pmzM far Building 6 or Buildings VI through V6, mob as devand on the Application par, whichever is eerily, Owner shall nwH in the Clerks's Offim Of the Circuit Carol Of Alnumads, County, a canwd, irrevocable deed of dedication deffloging 10 public min for mad purpossell the area labeled "50' R.O.W. Reserved for Fudum Dodicatforr" Owner acknowledges that if It is net pan of B wbdivision plat glimand by the Counly, mob oft of dwIicxxtiow must be foil reviewed and approved by the Board of Superviours and accepted by the Board. Such dead of dedication shall include the following handiticars: (I) that TMIa 32A-2-4 died have been allocated; and (ii that prior to its use 1mr mad purfamust, Th= shall haw been windructed on the band So doldicaled a food am�ed by the County and accepted by VDOT for public use , bonded fier VDOi acceptance. At the tim or the consinction of the noundolmout Boning Building 6 and Buildings VI through V6 The Ovither shall cons�al the intersection curb PAT it mwd construction, oftho mad for a distance of a( least Thirty fee( beyond In mmdKb�L The Owner duall else ples, W the and of Such extended Toad, a sign. approved by the County, advising and mgfying the public thin such rigbeDf-way is the lowition Die firrum mad extensior. A for, dedication and before the oundiflions of the desliciflon have been satisfied, and if requested by do County, Owner shall maintain the dcadicated land until requested by the County to no longer do .0, subjew He the Omees right to melwive on of the Illegal had for park, being requested by its County, Oman stall Facroational. andrair g�pam purposes. Upon eye all impmv=mu established by � all mu and Wm� ofthe dedicated land and I= Owner (iforly) that the County requests be removed. Owner shall grant temporary c�ctiOn as dicterrincid Monetary by the County Engineer UP allow fial the mad to be extended to Toffs 32A-2.4, which construction consumer shell be oil O�'s property and Beside of the dedimed right-tif-way, and slid] be established by the applicable site plan. No impmwm� shall be located whilin the temporary congructned seemed' =61 construction of mob road has be. Completed. XL SIGNATORY 12A Castile, . Tire undamped mucify, that they am the only mnm aftkeProp�y, which is the subject of the ZM A Amendment. ch ref�� to 12.2 Th, Omer, Ill. PrOfflim Shall ran with ft PmpwV and in Owner within than proffors shell include within its meanings ad shall be binding upon, Owners sublimate) in i.� and/or die d"elopw(s) of ft ProPmY an my Pmflm Of the propmy. Inmxdigelyrollow) (siv�e PRESS This Prefer Smtmmi may be signed in wdmtorpMs andilcor via fircifinsitc with the some fall to= onvel offm osifall signatures were Orion&] and on one document. Signaturm ofConnal Pfirthassr-and AT; O-Tions Dead, COMMONWEALT14 OF VIRGINIA CITY Oil (MARLOTTIRSVILLE %rid ad Nratwry Is bl� in and r the jurnsfiction showed hereby �.fim flat Vi f Grant Eastern m�g=mt company, i�fle,_ �RLCViragnia limited Hability wmpmy is signed to he foregoing Amended and Rotated Pauffer g��wt burning the data as Of lf&-1 On beher of it limited 2013, acknowledged lo, � bar.. a. in my jurisdiction aforesaid liability wromay. d*YOfA&*fiw2 Given und. my hand this B_ area my.mi. a= a". Fa [SEALl NotanyP to COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE tirsittaked Theory Public in and Th, the, jurisdiction af�ffid Thursday, curfifim thin 0 ;-BXjAt/0Sr Grant Edwin mmagment company, Manager ofVloletHill Asgod�. L.L.C., a Virginia limited liability company, is signed to the Amended suit Restated Proffirr SM�wl bcoing the doe as of Jja�ltj, 2013, liability ackmailoodired the same Indoomme, in myjurisidieflon aforesaid an babalfofsatd courplany Giverunderrinyhried this dayrinfivallirsuil-2011 usionexpines: My eeeeaaaa� Nionfiry Public [BOW [SEALI oojravcl,5.� hs-,OLOA MYC�� E. Ver-t ISP4 CV4 CWH Dead Girse F�= Parbw COMMONWEALTH OF VIRGINIA COUN7Y`OFALBEMARLE national oil Nomy Public a jurisdiction aforesaid hereby �ifim that for ow It ZlEfOrcal Eastern Management Company, 61ashn. Timers] Partner of CWH Properldics Limited Partnership, Virginia limited plural IT signed to the foregoing Amended and Restated Proffer = bearing the date as of 201 S. acknowledged the www before me nil In my,jurbadiction alarmed an bahalfafsaid p ip. Given under my haw this -15- day of 1j1;I 2013, C�ANVM I . . - NOMR" IV Y �,�n amoramomol%wrdo lomm IWC�EW. W� 31.201x [SEAL] Nquiry, ic (Z3 LU C Z Z 0 UJ LU t so::� cj rd g, 07 a% 0 M LO CC) 0 let IT"ater N M leeel co co -,�4 in 6 Q) C\2 00 0 .4.a, real CO 'i a 14 1-4 -4 ad Q) selea) Q) I=) al real Q) W . rai 1 arc L5 0 4-4 CC) paa.� a) U) Q) Cc M (=) Z TO 00 0 0 C4 (_tI E-4 �; red-- 0 ip 0 0 0 0 0 0 Q> 0 4) U) < C/1 r4q 41 41 (Z7) Q % 111111s; 10 E-, �rl 44 N REVISIONS ('DATE ITEM 10107116 PER COMMEN TS 1217001118 PER COWENTSIOWNER 05117179 PER COMMEN TS 0- 12711 0 /Z _9 PER COMMEN TS 071JI12020 PER 0 WIVER 1111212020 PER COMMEN TS 1\ C: >1 Z 0 -0 1E 0 CIL 0 0 C: 10 7L- 3: h- 0 qt� On Z 3: a -0 0 0 Q) I 0 0 0 I 0 0 0- 0 c- 4) I Cin Z t 0 0 PROJECT MANAGER JZ 0 C - 1A \�G-LOTS WITH GRIND PUMPS DISCH IRGL ;TEi }$AVI :)V i vI '/ IV, i•. — fth AR 41111 �s 9 84 110 t 78 je .•ee.. ,-�,eNr�� o - GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE. VA 22901 DAVID MITCHELL. E.I.T. PHONE: (434) 296-4109 FAX (434) 963-2670 E-MAIL: davidOawlhem-elomiecon, „ TONNES SITE ENGINEERING u�srC/O BRIAN C. MITCHELL. P.E. 9850 LORI ROAD, SUITE 201 CHESTERFIELD. VA 23832 PHONE: (804) 748-9011 FAx: (804) 748-2590 W E-MAIL BMITCHELLOCCTi1WNES.CCM 104 4 R'A 1W PARKS S� MOOIF1t-D iRK TYPE I LANDSCAPING -ACTIVIT' scrr, SIZESIS.F) CRITICAL SLOPE A Rehaal pun Park G ass bowl rass &benches Passive 19 500 WA B NatResdlbalStrmpsland r Landscape Passwe 16457 1aA PRESERVED C Resben0el Street island Landscaped grass Passive 164$7 &936 — D Natural Valley Entrance Natural woods 8 benches Passive 27 923 29.370 E South Cho House Recreation Area Pod and natural woods Active) Passive 46.507 65,972 F South Club House Picw Area Play coons in natural woods AclNe 53 600 47R87 G Fxerclse Pathway Landscaped walk &benches AciNe 36.544 ILA MANAGED H lkban Plaza (toe Retpeab LanPool and ad wal w woods Passive 50.669 4UA i Nalh Gub House Recreaaon Area Pool and mural woods Accrvei Passive 50.669 84.081 - ° ^ - ASCA CREATED/MAN .I Natprd Valley En a and Play Area Play court in nat" Moods A<Is,e l Passive 11 586 12.392 TOTAL 284.881 307.063 / a M \\ �, 1 � l� '\ � � i/ /tea �• ,� ,1 �a ISO UPON DEMAND \\ 4� v J I .r { I ' - I s- L/RETAIL AREA _ D TO PHASE 0�1 PROVEMENTS S TION/ HO'TDING _ - •� L : .. .:.. *�.- � "-` `,\��. � :: "•. ] I � -,�-'� . 1 j , ' �� ti fie. 1. j \ 1 `� `� E$S DRIVE IED APPLICATI®N PLAN '�U,$R ID �YITII II• d OAS IME, OVEME S NLI,tiS ,� O ,T ROFF1 AMEN r- -`' ( �a ROV TO a �, NORTH P y- PIVANNA DISTRICT AL IBEMARLE COUNTY, VIRGINIA REV06/11/14 Townes SITE ENGINEERING \I ♦� 8850 Lori Road, Suite 801 Chesterfield, Virginia 23832 1 Phone:(804) 748-9011 Pax: (804) 748-2580 GREAT EASTERN MANAGEMENT ASK US HOW 0 Y Q r�pLTH 6 ` C T 0 r � BRIAN C, M CHELL o Lic. No. 035724 v o� 1111212020 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER OWNER 11 12 2020 PER COMMENTS DATE 04-27-2016 SCALE NOT TO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. 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No, 035724 a 0 11/1212020 a �o�FSSIONALEN�\�� a rn C C N 0 C O U 3 r qQ4, O .57 •1�\Jl O ��1 ,, „rrl��yy �'4 m L q o O O C "`I a a o O W O ° c o U O r , ^y a m OI N REVISIONS (DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER OWNER 11 12 2020 PER COMMENTS c °' DATE 04-27-2018 " SCALE o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. o, DESIGNED BY � BCM / JLs r CHECKED BY � c O PROJ.# 20150290 a 0 SHEET # C —2A r O O U U Cyr C,2Ncco O U �U CO •teOFz.i 0, -' O Ow ol y C) ►� (L) 0 a. 4.y1 O M u 0 4 a BRIAN C, M CHELI Lic, No. 035724 q 1111212020 c co q r� i aAI O Y U) Q OM 9 i REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS 04-27-2016 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROD.# 20150290 C — 3 i m 032QO-d8-00-029JO \ PACE, JOIII�N P OR VIRGINIA C 3620 P13ATCHETT LANE 107 \\�� • J ' PR1 TCNETT LANE / - - - - - - - � ' 30' BUFFER II II II / / \X /� \ ram, I RETAINING WALL 'I10 PRIVATE RETAINING WA ERI r EASEMENT I PRIVATE /� \\ SANITARY SE I I I I I I I I I I I I I I I I I I I I i II II WATER T pI PRIVATE // // \ \) I I I I I I I I I I I I\ I I I V I I I I I I I I I I I I I I I II II I I I I I I I I I I I I I III I III II I I I I I I I \ I I I I II II SERVICE TERALLOT 1 71 72 1 1 7% 1 74 75 L1D7 60 I 161 62 63 I 64 65 66 67 68 69 I I 70 / / \\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I VARIABLE Iwl �H II II ,,,,..■■■ THICKET RUN GLACE SANITARY S R + I / / 78 8 I THICKET RUN, LIA I I N 673+136 .29 N 6733597.2 12 N 673 3 872 o i3s3. 025 MPH DESI PEA 51• 13 125 MPH DESG ISPEED Y II I / I E 115 5 1 .04 E 11505038.8 - - - E 1150 .78 14 N 6733221. 5 / / �71 D I ( I I I I I I I GS-SSAR 7 VPD) STA.2 853 - - 7150457 . GS-SSAR 0 STA: 2 + 2 93 STA. 9+90.01 - - - - - - -L -----I ---� I----� I----J L--I---- �---------� 1----- L----I L L L1_ -I L- -� - a -� / / \ "Pv 8"PVC 1 "P� STA• 15+8 .1 20 N / \ p - TEE - ]1:2 / .Q N•: o' L cu nl ao / 80 W� \ / \ zlutim x. -------------- 1 2" ARV PT: 30 4. .... ./ _ -- T1dICKE�RU PLACE- -- __ ,�,f;..�'..:': //// 1 6" G.V. VARIABLE WIDTH 5 MPH DESI N SPEED i" -ARV \ \ \ / 17504361 34 P SIGN\\ 8"x6'TEE \ .,.I., STOP SIGN S-SSAR 20 VPD) y / 20 FIRE HYDRANT DRAINAGE EASEMENT \ .-._.3 ' M ' 11 N 673347 66 ( :16+71.89 29 1 1 PARK I 5 STA:27+6 2a \ aXO r- CD 1 •25... 6" G.V. N 6733911.05 I I M' �\\ PEDESTRIAN TRAIL NT E 11505238.99 CLASS 'B' Gf nN[}"' \ 95 96 97 �8 99 100 101 FIRE HYDRANT'is- STA:27+42.92 O O \ I N p _ 8"x6"TEE N 733478.23 N 673 321.04 SANITARY I I \\ 1 N y N '.': \ 6" G.V. 16' E 750464a. P DESTRI TR L 15 E 115 4453.62 102 EASEMENT/ C� (� - - - - - _J 5 O -; .....I:__ \FIRE HYD ANT S :10+38.2 C U, 'B' STA:1 +88.54 \ \ BkNU'::: / Nmn n TY 5' ` (5\ --- - 1ETiSEM NT I'LIPILRI - - o-- - - - o \\\ �// 28 I - F q \ 82 / � ' W N �L \ . $ 8"PVC 103 P� . . . ;"off\ VARIABLE WIDT / Q Z �m1^ - 10. N 6733511.30 20' SANITARY \ t� E 11504667.57 5 O O t. SANITARY SEWER 6733962.0 I 5 , ��28: STA:10+00.00 I I •9 :''-��'_ '94 113.61 63 \83 A: 5.93I PO50T104STA:+33 \ s734001.e0 I r \ I \\ \ / / > 11 5193.84 $kT61C p_ \ I \ \ \ \ / s +41.55 I 2 N... PARK \ \\ I pt'• SANITARY WIDTH \ 105 \ _ / / STA:15+06.31 r/ 3�3238.90 / SANITARY SEWER rr 1504207.66 / / \ 26 84 / . / \ 10' PEDESTRIA ' \ \ 1 \ I / / EASEMENT \ :.: \ SANITARY S\ \\ ..-4-:- -:: \ i 33 N 34041.70 U 1 / SAN ARY SEWER / TEE \ E 505135.76 I - � 25+7,.D9 D1iC 92 I � � 85 \ 106"Q � 6.: G/ \ c I ` \- - - - - - - - P ESTRIAN TRAIL I abi ' y 1 1 I \ 18 N 1 3 4269. 7 V 25 I 8 �. I - STA:1 42633� / -•. �� .O:'.� - OP:SCG IN 6733643.38 p a 1 : 9' E 11904489.39 I 89 8� HUTURE \ I I \ sTA:2a+ss.ss c I _' I ADARTMENTS � �� \ gp I 20' DRAIN GE 17 N 673351 .59� ` 12" CROSS ' EASEMENT E 1150433 71 i Q I I ■ I (3)12"x8" REDUCER ....... . / PEDESTRIAN TRAIL CLASS 'B' � � I / \\ X WETLANDS I / \ TO REMAIN \ \ \ A \ 0 N 6734289.62 13 \ E 11504931.33 \ \ TA:2 +02.18 \ 1\ 1220' DRAII'ME N 6734333.94 \ EASEMEN\ \ 30 E 11504822.57 \ ` \ \ `TA: 20+84.74 a"PCUM / I YBLOWOFF \ CLASS I RIPRAP \ � 1 xW=5'xD=2' 1 20' SANITARY ' / / v 100 YE 1 SEWER EASEMENT/ / o° BACKW K / O o�ELEVAT 1443.73 0'0 1 N 6734454.93 0 o o PARK E 11504763.64 / _S I r - VARIABLE WIDTH I DRAINAGE EASEMENT VARI LE WI✓t L�SANIRY SEWER- I EASEMENT 1 I / 7 799.2 - 8' 11504401.69 .✓/ STA:22+86.70 I / ra0000R®r�M000r�Ror�or�77 7 a I / ® om>A�®a�1PPRoo77®7 7oI�7 70®0 $%6"TEE PAR M PR R A A M G.V. I IRE HYDRANT / a OWNER AND ALBEMARLE COUNTY / PLANNING DIVISION TO APPROVE SEGMENTAL BLOCK FINISH PRIOR TO RETAINING WALL INSTALLATION. I I .,z U Z Z WOf MATCH C-03A �0-> I PARK ` LINE C-03 oZ .. 100 YEAR W 0O =-: N 6734010.78 w BACKWATER w cn - w `� o Cl) � 611.. t I E 11504268.44 STA: 20+36.70 `ELEVATION 454.32 o ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N71'39'55"W L2 77.49' N5634'24"W L3 377.63' N3212'29"W L4 37.11' N59'57'12"W L5 38.95' N3853'44"W L6 248.23' S3612'55'W L7 554.25' S59'23'51"W LB 124.06' S76'O6'49"W L9 114.89' S26'57'07"W L10 82.34' S3644'33"E 111 193.99' S3332'06"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' S5627'54'E L16 42.50' S02'19'16"W L17 1126.47' S51'06'16"W L18 225.99' N68'09'02"W L19 112.19' N41-29'53"W L20 35.08' S6219'41"E CHEVRON ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT Cl 213.13' 500.00' 2425'24" 21L52' N2352'37"W 108.21' C2 313.52' 400.00' 4454'29" 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' 27'44'44" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21-03'29" 100.50' N49'25'28"W 51.1V C6 159.62' j 1000.00' 9.OW43" 159.45' S31-38-33"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' S5745'20"W 58.77' C9 514.83' 600.00' 49'09'45" 499.18' S51'31'59"W 274.46' C70 77.55' 600.00' 7'24'18" 77.49' S3039'16"W 38.83' C11 306.64' 250.00' 70'16'39" 287.78' S01'36'14"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" 198.45' S86'12'48"E 114.30' C15 205.20' 200.00' 58*47*11" 196.32' S2710419"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' S8128'37"W 146.51' C18 176.31' 1 400.00- 25-15'14" 174.88' 1 549-4204"E 1 89.6V GRAPHIC SCALE 50 00 ( IN FEET ) I inch = 50 ft. O O U7 co 0 U �co C\2p00 Op O W � ".� U C: I _Z `0fx4 V 0y a� Z "d C) ;; �O c OW r1 1 � w ao W F2 co o gu 4 C a ° U O 0 O: O O d � m Q 3 c d E a� 0+ T C O ° U y BRIAN C. M CHELL o Lic: No. 035724 11/12/2020 t 0 �FS3/ONALENO\ a m c a: c 0 U c O � ti O o (� q o ° ° o c [� 0 "�I o 0 CL Q4 Qr^ Ov 1 0 vl L a1 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS C DATE 04-27-2016 SCALE AS SHOWN o L °' PROJECT MANAGER BRIAN C. MITCHELL, P.E. - 'mrn -0 DESIGNED BY BCM / JLS 0 CHECKED BY c o c PROD.' 20150290 ; 0 SHEET # C-3A r STA: 14+82.96 I 4BLE WIDTH I TARY SEWER_ - - --_ I' / 20' DRAINAGE EASEMENT 'r WM/BMP 1-57 N 115057 6.1 / - STA'T5+02.68 `--- I __ � (�V�..1{.1 \ / / ' m I 16' ACCESS L i EASEMENT AmO to / NZ R Rea O O 1 it 1 o m r� I "o I 15+02.68 / n N 6735319.83 �' � HSl15AA405 1/ � POND INSET ROAD CURVE TABLE E LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT 213.13' 500.00' 24'25'24" 211.52' N23'52'37"W 108.21' 313.52' 400.00' 44'54'29" 305.55' N34'07'09"W 165.31' 116.94' 275.00' 24'21'55" 116.07' N4423'26"W 59.37' 266.34' 550.00' 27'44'44" 263.74' N46'04'51"W 135.83' 101.07' 275.00' 21'03'29" 100.50' N49'25'28"W 51.11' 159.62' 1000.00' 9'08'43" 159.45' j S31-38-33"W 79.98' 242.76' 600.00' 23*10'56" 241.11' S47'48'23"W 123.07' 116.70' j 400.00' j 16'42'58" 116.29' S67'45'20"W 58.77' 514.83' 1 600.00' 1 49'09'45" 499.18' S51'31'59"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' 103.51' 200.00' 29*39'13" 102.36' S1842'29"W 52.94' i 149.18' 200.00' 42*44'18" 145.75' S17'29'16"E 78.25' . 207.68' 200.00' 59'29'47" 198.48' S86'12'48"E 114.30' i 205.20' 200.00' 58'47'11" 196.32' S27'04'19"E 112.66' 255.43' 300.00' 48'47'00" 247.78' S26'42'46"W 136.03' 265.05' 250.00' 60'44'42" 252.81' S81'28'37"W 146.51' I 176.31' 40;.0;' 25'15'14" 174.88' S49'42'04"E 89.61' R� 4d' 62.38 7'xl4' CONCRETE BUS SHELTER PAD W/ 6'x12' BUS SHELTER 10'x25' CONCRETE BOARDING PLATFORM VARIABLE SWM/BMP & DR, 50' WIDTH AREA RESERVED FOR FUTL DEDICATION UPON DEMAND BY ALBEMARLE COUNTY 40 N 6734828.11 E 11505377.7E STA:17+06.39 PC: 10+18 STOP .SIGN -' "5`TOP BAR�M PRITCHETT LANs \ 8MP 2 - CONSTRUCTION FACFMEUI - �0' - BUFFER I -------, GRAPHIC SCALE 0 25 50 ( IN FEET ) N 6734575.80 1 inch = 50 ft. 0 m LO CQ V U Z `Q r' U Cl+ �N00 U W S "� U Cw "4CU Z . , Wx4 r� v P14 V 0 o Z abo F-4 --I nCp W�" •'.1 I � w O a 00 N W c) kn 4 d' td 12 �0 CO O N 0 � U �.I'' a 2 V O 6 rn d o O " U 2 °' .D U) u, d 3 Q � E 0 o+ �pLTH OA ` c ��` c U y BRIAN C, MI CHELL o Lic. No, 035724 1111212020 O�FSSIONALENG\a a rn C N c 0 U �n c Ov 1 � 'C 3 O L r� 0 - q o 7 u! o zz� o [� 00 U r^ � v 1 0 O C/) N V � L C a) a) REVISIONS CDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER 0 WNER 11 12 2020 PER COMMENTS c 4) DATE 04-27-2016 ::::) :5 SCALE c 1 " = 50, o ' PROJECT MANAGER BRIAN C. MITCHELL, P.E. Jrn DESIGNED BY v BCM / JLS r CHECKED BY v c 0 PROJ.# 20150290 .3 0 SHEETf o C - 3B r - R7`/2 /dam 3 \ 25'. VARIABLE WIDTH T --e-J p \\\� // - /. :--D:_.' y Q-\ \\ \- :- 5. \ SANITARY SEWER _ O O 1 a fi O O OPE O 41. 00 o E1lsosa o' 2 I STA:17+8 p I I I I B R I ADE III 4 os ,Npyfa•� 6& I 7 60 N 6734658.65 �SSAR fSG M - SIGNS : is1 .25": / I E 11505277.13 B"PLUG MATCH C- 0 3 B l a Eryp. I STA:10+00.00 �' o 9wJIM I m .} 32�WWAA5 1J7� _---.. LINE C-03C 40 N 6734828.11 I I 5 20' DRAINAGE I E 11505377.76 I 1 1 yI EASEMENT -r ` . .. STA:17+06.39 : I 39 N 6734790.46 I �I WM/BMP 1 PC: 1 +8�4 2 r6 E 11505321.31 II :_1' ^ STA:16+38.54 I N 115057 3.05 " "� ' ' . -. STOP OP B 'D 1" I 38 6734750.57 / E A T5-+- 66.19_ }- of : x "�TDP BAR i _ / - SYpc: TS+OZ.6g 1 � � � � : Tx14' CONCRETE VARIABLE WIDTH � � � � �o� - I 11505222.77 t' BUS SHELTER PAD SANITARY SEWER 1 - B D,/, I STA:15+32.23 •.. W/ 6'x12' BUS EASEMENT .� - _ _ 30' SANI Y g SHELTER �'(YDRANT \ _ _ SEWER EASE 10'x25' CONCRETE ..:'GE?-c _ _ - _ 16' ACCESS U7 =� I a .'FIi.'S.._ BOARDING PLATFORM •. •:',:•c:.: ::.... ..... ` ;' - - G - - i }' D� I 1L2' � �:. R112' EASEMENT O i � 'BE ""' / / 1m11 Cvi I a R75' 55 N 6735133.48 `�'" .. E 11505587.19 .. : - .....-•Rd0$'-. ..... _. .f2..D .y1t. . 1�.. _ - rn B"x6"TEE R2. . ...........526... 6" G.V. STA: 13� �7- ._ R7fr � �'. :.- RANT �:.r'•. � .. ......... .. .. ...... .. '. I FIRE HYD .. i ] " °.c......... /� t . �4 S�EI ... , • . � � rn ING .::...-. F ..5 ... • . ,.. .. . B", G.V..........':.... iUO:.tANE:.. 56 N 67352„r., -.. ti`.: R ..ER .... .� ...:...:.............. .'..ta.t. - - .. _ E 115056 7.05 ..... - ...: ' ' ' - .'...'.'.6D..i . ... �..... :.'.':..-.-:. - - - ,,.g.....: STA:15+0 68 ... R75 V .'fT3'" ggp.... O ry 35 MPH / gb., . .... r . J GS-7 ESOIGONVSPp E0 .. .... .. N 6735319.83 / ' '�•S¢' °' E 11505685.95 STA: 16+02.24 .R �"� r O - �'a%k �...'.:.,. 17 o NOTE: VDOT TYPE "- BARRIc e3 ". "' BOTH SIDES OF CLIFFSTONE BOULEVARD ..:.:. : 12"CROSS ARE TO BE MARKED "NO PARKING" SIGNS ' \.::..:.-.:.�:... -.. .4 (2) 12"WREDUCER 8 PLU 37 ...'..'... (2) 8" G.V. \ -R N 2" WOFF C -1 .. ....-R60`.' (2) 12"G.V. 16 0 -*`,VDOT PE III BARRI .DE W/M 6& IGNS PHASE �4-7 PHASE II D z v c� D z v .�l m 1 i 0, C 1SiQ:12+43.28 _ / `\ \ `■ \ \ 12 20' DRAINAtE \ EASEMENU \ \ C 4 PLUG / 2"BLOWOFF a 6"TEE _ _ •� 6" G.V. 6 FIRE HYDRANT - - 7 20' SANITARY 1 o SEWER EASEMENT TARY 8 n MENT� 7 10 12"x6"TEE N 6734454.93 - - - - 12"xB°TEE FIRE HYDRA E 11504763.64 i (2)12" G.V. 7 N 6734575.80 STA:19+50.16 E 11504927.28 BTr1:fi9+50.46 - - - - -2"x8 EE_ - 2 2 _ 6"PV G.V. _ - C - o .... ...... ..... .. - _3 - . ADT FIM35 .. . 8" PLUG .... 2" BLOWOFF .. . BARRICVDOT TYPE III ADT 0�' : � o � � _ W/ M4A6E& M4-7 SIGNS 8" PLUG 2" BLOWOFF VDOT TYPE III I I 9 BARRICADE W/ M4-6 & uUTURE M4-7 SIGNS N 1.0.761 11069ALARTMENTS E 5404 LAND USE 1110ll STA: 9+99.50 I II BD, 16' ACCESS EASEMENT I 9 - I J , � 1 I � I 1 I � I I 1 1 I �10I I � 1u VARIABLE WIDTH I 1 SWM/BMP & DRAINAGE-�-� EASEMENT 1 I Q � �1 I- � 1 ' 1 1 1 1 1 ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N71'39'55"W L2 77.49' N5634'24"W L3 377.63' N3212'29"W L4 37.11' N59'57'12"W L5 38.95' N38'53'44"W L6 248.23' S3612'55"W L7 554.25' S5923'51"W LB 124.06' S76'06'49"W L9 114.89' S26'57'07"W L10 82.34' S3644'33"E L71 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 US 176.01' S5627'54"E L16 42.50' S0219'16"W L17 1126.47' S51'06'16"W L18 225.99' N68'09'02"W L19 112.19' N4129-53"W L20 35.08- S6219'41"E 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" 116.07' N4423'26"W 59.37' C4 266.34' 550.00' 27'44'44" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21-03'29" 100.50' N49'25'28"W 51.11' C5 159.62' 1000.00' 9'08'43" 159.45' S31'38'33"W 79.98' C7 242.76' 600.00' 2310'56" 241.11' S4748'23"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' S51'31'59"W 274.46' C10 77.55' 600.00' 724'18" 77.49' S30'39'16"W 38.83, C11 306.64' 250.00' 701 W39" 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 75.25' C14 207.68' 200.00' 5929'47" 198.48' S8612'48"E 114.30' C15 205.20' 200.00' 58*47'11" 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' S8128'37"W 146.51' C18 176.31' 400.00' 25-15'14" 174.88' S49'42'G4"E 89.61' 1 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. U7 V U Z � 6L CO a� � WC�2pp O W 0 ".� U �W "0.��U � 16 / V 0y � .-i c 3 Q) U] OW I 1� W m W _ d �-I 0 C� U� a v ..i o N a ° U ° 0 rn O _ °1 � m Q 3 c d E rn ;pLTH OF w T c O ° U y � BRIAN C. M CHELL o Lic: No. 035724 111121202U POFFSS/ONALENO\� a UI c a, c 0 U r � C 11 •C C 3 rn 1� c o ° o° CL rT' o 0 t REVISIONS DATE ITEM 10107116 PER COMMENTS 12118/18 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS c r DATE 04-27-2016 SCALE 1. = 50' o PROJECT MANAGER BRIAN C. MITCHELL, DESIGNED BY BCM / JLS t CHECKED BY c c PROD.# 201502910 ; ° SHEET # C-3C r 2016 ROAD & BRIDGE STANDARDS PATTERNS OF LONGITUDINAL LINES THRU LANES: USE BROKEN LINE I10'LINE SEGMENTS / 30'GAPSL TAPERS MORE THAN 100': USE DOTTED EXTENSION (2' LINE SEGMENTS / 4' CAPS). TAPERS 100.OR LESS DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS. 10'WHITE LIKE SEGMENT 30' GAP , YELLOW EDGE LINE PM-3 NOTES: 1. STOP LINES SHALL BE 24 INCHES IN WIDTH. 2. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 3. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 4. TURN ARROWS SHALL BE IN ACCORDANCE WITH SHEET 3. 5. CROSSWALK MARKINGS, IF PROVIDED, SHALL BE IN ACCORDANCE WITH SHEET 4. 6. YELLOW EDGE LINES AT MEDIAN NOSES SHALL TERMINATE IN ACCORDANCE WITH SHEET 3. SOLID WHITE LINE TO END OF DOTTED EXTENSION TAPER UNLESS OTHERWISE 2' WHITE LINE SEGMENT SPECIFIED IN THE CONTRACT 4' GAP 4' MIN. DOCUMENTS. 30"Z t �II BOTTOM OF ARROW AT BEGINNING OF FULL WIDTH TURN LANE. 4.1 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION REFERENCEROPD A TYPICAL PAVEMENT MARKING �voor AND BRIDGE STANDARDS 704 UNSIGNALIZED INTERSECTIONS REVISION DATE SHEET I OF 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1330.30 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LINE WIDTH B' MN.) CROSSWALK WIDTH (6-MIN] _ SPECIFIED IN THE CONTRACT DOCUMENTS CROSSWALK WIDTH (TRANSVERSE LINES) SOLID WHITE LINE 6" MIN. WIDTH UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS CROSSWALK 11�4CROSSWALK WIDTH (6' WIDTH (6' MIN.) AS MIN.) AS SPECIFIED SPECIFIED IN THE d'MIN. IN THE CONTRACT SPACE CONTRACT DOCUMENTS DOCUMENTS TRANSVERSE LINES -%V DOT ROAD AND BRIDGE STANDARDS SHEET 4 OF 4 REVISION DATE 1330.33 NEW 01/15 NOTES 1. ALLPAVEMENTMARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDMDS, THE MUTCD AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3. CROSSWALKS SHALL ALIGN WITH CURB RAMPS IN ACCORDANCE WITH STANDARD CG-12. THE CROSSWALK SHALL BE AT LEAST AS WIDE AS THE LEVEL LANDING AREA OF THE CURB RAMP. 4. WHEN LONGITUDINAL LINES ME SPECIFIED FOR THE CROSSWALK. THE LONGITUDINAL LINES SHALL BE PARALLEL TO THE PATH OF THRU TRAFFIC. 5. GAPS BETWEEN LONGITUDINAL LINES SHALL BE BETWEEN 2 - 5 FEET. GM SPACING MAY VARY IN ORDER TO ALIGN LINES SUCH THAT THEY ME OUTSIDE THE WHEEL PATHS OF THRU TRAFFIC. THE FIRST AND LAST LINES SHALL BE 2' MAXIMUM FROM EDGE OF SHOULDER OR EDGE OF GUTTER PAN. SEE NOTE 5 I' CROSSWALK WIDTH (6' MIN.) AS SPECIFIED IN THE CONTRACT DOCUMENTS LONGITUDINAL LINES CROSSWALK MARKINGS VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SEE NOTE LONGITUDINAL LINES AT SKEWED INTERSECTIONS (SEE NOTE 4) SPECIFICATION REFERENCE 704 2016 ROAD & BRIDGE STANDARDS PM-6 50' To 200' OF DOTTED SEE SHEET 1 ENT FOR NOTES. 4ICAR?IFI RIGSHETTURNS ARE PERMITTED 8' 40 SEE NOTES 4 AND 5 MINOR INTERSECTION SEE NOTES 4 AND 5 NEDGE LINE RON R I BICYCLE EDGE OF BICYCLE LANE 1 50' TO 200OF DOTTED WHERE CURB IS PRESENT LINE (2 LINE SEGMENT / UNLESS OTHERWISE SPECIFIED IN 1 4'GAP) IF RIGHT TURNS MARKED SHARED LANE THE CONTRACT DOCUMENTS, ARE PERMITTED I EXAMPLE OF ARPLILATION WHERE PARKING IS PROHIBITED EXAMPLE OF ARPLILATION WHERE PARKING IS PERMITTED 50' TO 200' OF DOTTED 6" WHITE LINE NOTES: LINE (2'LINE SEGMENT / 4'GO) IF RIGHT TURNS 4" WHITE LINE ARE PERM, TED 0 1, ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. SHARED LANE MARKINGS SHALL NOT BE USED IN PAVED SHOULDERS, IN BICYCLE LANES, OR ON ROADWAYS THAT HAVE A SPEED LIMIT ABOVE 35 MPH. 3. SHARED LANE MARKINGS SHALL BE PLACED IMMEDIATELY SIGNALIZED INTERSECTION AFTER AN INTERSECTION AND SPACED AT INTERVALS NOT GREATER THAN 250 FEET. 4. IN SHARED LANES WITH ON -STREET PARALLEL PARKING. THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST II'FROM THE FACE OF CURS. OR FROM THE EDGE OF PAVEMENT WHERE THERE IS NO CURB. 5. ON STREETS WITHOUT ON -STREET PARKING AND AN OUTSIDE I TRAVEL LANE LESS THAN 14'WIDE. THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST 4' FROM THE OPTIONAL DOTTED FACE OF CURB. OR FROM THE EDGE OF PAVEMENT WHERE LINE FOR BUS 50' TO 200' OF DOTTED THERE IS NO CURB. STOPS IMMEDIATELY I LINE (2' LINE SEGMENT / BEYOND THE 4' CAR) IF RIGHT TURNS 6. SEE PM-10 FOR SHARED LANE MARKING SYMBOL DETAILS. INTERSECTION I ME PERMITTED SPECIFICATION A COPY OF THE T ISEALEDO OFFICE. `VDOT REFERENCE TYPICAL PAVEMENT MARKINENTRAL ROAD AND BRIDGE STANDARDS BICYCLE LANE AND MARKED SHARED LANE REVISION DATE SHEET 2 OF 2 TDa VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 133081 On4c onwn o oolnnC.rAIUn Aonc 2016 ROAD & BRIDGE STANDARDS PM-6 f 30' GAP 10'WHITE LINE SEGMENT NO EDGE LINE REQUIRED ON RIGHT EDGE OF BICYCLE LANE WHERE CURB IS PRESENT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 6" WHITE LINE 5) 1 4' MIN 6" SOLID WHITE LANE LINE 6' BIKE MOTOR VEHICLE LINES BIKE SEE NOTE 2 LANE CAINE 6' MIN. 5' WIN. 6" SOLID WHITE CAN LINE p7 Ir GUARDRAL 6" WHITE LINE II BIKEMOTOR VEHICLE LANES En LANE LANE 4'MIN. 5'MIN. (SEE NOTE 6) (SEE NOTE 6) TYPICAL BIKE LANE CROSS SECTIONS 2' WHITE LINE SEGMENT l6" WIDEN I SQ MIN. ��n�ee� NOTES: I 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCO, UNLESS I I OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. PAVEMENT MARKINGS CONSISTING OF BICYCLIST THRU ARROW AND HELMETED I�L BICYCLIST SYMBOL SHALL BE PLACED JUST PRIOR TO THE BEGINNING OF THE 4'GM RIGHT TURN LANE TAPER AS SHOWN. THEY SHALL ALSO BE PLACED 6'FROM THE I�T 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 TOO- IN LENGTH. 3. BICYCLE LANE SYMBOLS SHALL BE PLACED A MAXIMUM OF 500' MART. 4. SEE PM-10 FOR HELMETED BICYCLIST SYMBOL AND ARROW DETAILS. 5. PARKING LANE WIDTH SHALL BE ]'FOR RESIDENTIAL STREETS AND 3' FOR SEE NOTE 2 8. COMMERCIAL AND MIXED -USE STREETS. REFER TO THE VOOT ROAD DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. 6. DELINEATING BICYCLE LANES WITHIN THE LIMITS OF A REQUIRED PAVED SHOULDER AREA IS NOT PERMITTED. tVDDr A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TYPICAL PAVEMENT MARKING REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA BICYCLE LANE DEPARTMENT OF TRANSPORTATION T04 SHEET IOF 2 REVISION DATE 01/15 133060 2016 ROAD & BRIDGE STANDARDS 1 AQ TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH ® TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' LINE, 4' SPACE) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 8" WIDTH (2' LINE, 2' SPACE) QE TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH OF 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. 0 r n r- 0 V d( U � Z � - M 0 co 02np C�2 W I+ coOp � U C ui Z_ rn b V 0 O Z �bo W �.� 1 A w co U O o� ofi W m L0 �0a� �y O N M 0 4 C a 2 U O O Ot 01 O w O _ 0 cn N Y Q 3 c E ID rn LTH OF ` c /J/ y c C � O U y � BRIAN C, M CHELL o Lic, No, 035724 v G) 11/1212020 FFSS/ONALEN a N C IU c C O U C 3 L a O N o 0.1 Q4CL O � O l C (0q o U 7 O CL O T/l N N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS DATE r 04-27-2016 SCALE c 1 " = 50' o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY v BCM / JLS L CHECKED BY -o C O PROJ.# .3 20150290 O SHEET # C - 3D L \ H I tQ oavS - K/ C) \, N s ED a LI IT \ �y-2 \ rmn y O ----------------------- SPEED r G (I�ii LIMIT II A I IF \ F CLIFFSTONE BOULEVARD -BIKE LANE MPHDESIGN 3 (8 000 PD SPEED Q S-7 ) tBARRICADE VDOT TYPE III I II G/\� W W/ M4-8 & ■ M4-7 SIGNS B _ _ I \ 010 OT TYPE III • MLO U U l \ \ Fj BARRICADE W/ M4-6 k , 1 J \ \ \ M4-7 SIGNS LANE ��.. _ ' I I \ S << ENDS SHAPETHWAYD ©® PA Q 11 1 ` 111 1 FENCE I 1 II � 1 11 11 I 1 11 1 SWM/BMP 3 1 I1 1 II I ` 11 1 I I 11 — 11 I 1 11 1 / — — -- / \ o °91 / F G / — — °OO /1 0 0 / o/ 0000/o°° / o/° \\\ oo.° 0 1L ° ° O O O O O ° 0 0 O 0 0 0 0 0° ° 0 o ° o 3 VA O O O ° O ° O ° O O ° G ° o / ) i \ y o \ IN i o O ° ° — ° BIKE LANE o o ___— _ _ _ —^� \ ENDS ' ice— � \ / o O 0 0 0 0 o 00 ° / 50' WIDTH AREA 0 0 / RESERVED FOR FUTURE 0 0 DEDICATION UPON o / a DEMAND BY / a ALBEMARLE COUNTY / / 10' TEMPORARY \ CONSTRUCTION EASEMENT \\ \ \ 0 Col AQ TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH ® TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' LINE, 4' SPACE) TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, 8" WIDTH (2' LINE, 2' SPACE) QE TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH OF PAVEMENT SYMBOL MARKING (HELMETED BICYCLIST) TYPE B, CLASS 11 0 PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II AHEAD I / / IN / / / / GRAPHIC SCALE \/ 1 R60 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft- ICJ r n GO O `J 1114 U I� Z C�2 Op O c'Q Co co 0 W � U cW Z r_n b V 0 O .—I Z �ba UI 'o W-4 w U O N LW r oo W� 0 CJ 0 Ia4 �y O N M L a ° U O 0 rn d O cnZD N Y Q E Q rn LTH OF ` c c .I •T+T C o ° U y � BRIAN C: H CHELL o LiC. No. 035724 1111212020 FFSSIONALEN 0 c d c C O U c •c 3 V 3 a ti 0 0 u, ti N q ° 0.1CL _l C i- U 7 -O O O �1 c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS DATE °' r 04-27-2016 N SC=50' c 1 " =o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY -°'° BCM / JLS L CHECKED BY -° ° PROJ.# .3 20150290 0 SHEET # ° C - 3E L 455 450 445 440 435 430 425 APPROX. LOCATION EXISTING e 0 0 0 0 0 0 0 0 0 0 0 FEMA FLOOD PLAIN ELEV 424 420 FROM FLAT BRANCH 415 410 470 465 N❑RTHSIDE DRIVE STREAM CR❑SS—SECTI❑N AA (L❑❑KING WEST) 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. PROPOSED 460 STONE WALL ENDING AS REQUIRED BY ENDING REQUIRED IRNY r AS EDBVDOT & COUNTY VDOT & 455 N❑RTHSIDE DRIVE EAST N❑RTHSIDE DRIVE EAST y 450 — 445 — 440 — 435 — 430 425 - 420 — 415 — 410 '? NORTH L. / L BRANCH N❑RTHSIDE DRIVE STREAM CR❑SS-SECTI❑N (L❑❑KING N❑RTH) 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. 0 (no n ao o V d� U Zcqr � co � — 0 cat coo c� o0 0 W " "� U �W co b� o Z �bo .4 -4o W �.� A w 4.4 U OLULO U 0 la4 O N U O a ° U O 0 rn d o O (/) N � y Y Q E 0 rn ��EpLTH Oc ` c /ji y T C U y � BRIAN C, M CHELL o Lic, No. 035724 11112/2020 FFSS/ONALEN o N C N c C O U T � C O v 1 w+ 3 rn 3 0 N 0 oL CL O O � o W � 0 0 CL O T^ Fl 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS c 01 w 0 in 0 0 0 0 0 T 0 N 0 a DATE r 04-27-2016 N SCALE � NO SCALE o L PROJECT MANAGER BRIAN C. 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( IN FEET ) 1 inch = 50 fL O O LO CD C�0 O `Id4 U t` Q CD Z �.1 IL N pp O U W '�a�U c: � V . N V 0y O ri C rl Q% y Z•� ai r/j W � o W (D O a..1 OLU L _0.1d r 0 C� Veil`i f.y'1 O ►i � O Iiy C a ° U O O O) 07 H O d q CY a Q E 0) T C O ° U y � BRIAN C, M CHELL o LIC. No. 035724 � 11/12/2020 t o�FS3/ONALENO\� a UI c 03 0] G O {� U 'C 3 V 3 q E, I� C 1Tn v 1 �1 O m _c O [� a o CIL O Q4 Q O "1 L N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 071,3112020 PER OWNER 11 12 2020 PER COMMENTS C DATE 04-27-2016 SCALE u 1 = 50s 3 r_ L at PROJECT MANAGER BRIAN C. 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MI CHELL o Lic, No. 035724 D 1111212020 e FSS/ONALEN o- rn C O rn C O U c {� L m q ° o >cj 0 o w �a ° 01 c U q 0 W O � c c w (D I U) 0 c 3 r w 0 T N d O a DATE ) 04-27-2016 " m SCALE � I" = 50' o PROJECT MANAGER s BRIAN C. MITCHELL, P.E. rn DESIGNED BY Q) Q) BCM / JLS r CHECKED BY � C O PROJ.# 20150290 3 0 SHEET # ° C — 4D t DRAINAGE STRUCTURE TABLE Structure# Type LENGTH COMMENTS DIAMETER MATERIAL PELE INV IN INVOUT INLETSPREAD SLOPE NOSE HEIGHT OF STRUCTURE STEPSISAFETYSLABS 1 MOD. EW-7S - 2 PIPE 377.85 120"x7TBOXCULVERT 120'x72"BOX VDOTSPEC 418.00 413.00 0.0132 2A PIPE 368.36 120"x72"BOX CULVERT 120'x72"BOX VDOTSPEC 41750 412,50 0.0136 3 MOD. EW-78 - 4 NO STRUCTURE 5 MOD, EW-2 UPPER HEADWALL ON PEDESTRIAN TUNNEL 6 PIPE 124.19 PEDESTRIAN TUNNEL I 96'x96°BOX IVDOTSPEC 7 MOD. EW-2 LOWER HEADWALL ON PEDESTRIAN TUNNEL 8 NO STRUCTURE 9 EW-2 10 PIPE 235.92 1 24 RCPC1ASSVj 1 449.50 1 431.50 1 1 0.0763 11 EW-2 12 NO STRUCTURE 13 EW-2 1 1 440.50 14 NO STRUCTURE 15 NO STRUCTURE 16 PIPE 273.95 36 RCP CLASS V 440.50 433.00 0.0274 17 EW-2S 1 1 433.00 18 NO STRUCTURE 19 EW-2S I 1 1460.00 20 PIPE 229.74 36 1 RCP CLASS V 460A0 444.00 1 1 0.0696 21 EW-2 I 1 1 444.00 22 NO STRUCTURE 23 DI-3B 6,00 STEPS REQ. - 459.05 452.05 7.00 24 PIPE 57.52 15 RCP CLASS 11 452.05 45136 OB50 25 DI-3B BOO STEPS REQ. 459.18 451.66 7.52 26 PIPE 121.90 15 RCP CLASS III 451.66 450.20 0.0120 27 MH-1 - STEPS REQ, 455.15 450.10 5.05 28 PIPE 90.67 15 RCP CLASS 111 450.10 449.65 0.0D50 29 DMC - STEPS REQ. - 454.05 445.96 8.09 30 PIPE 63.25 15 RCP CLASS III 44516 44343 31 D93C 8.00 STEPS REQ. - 454A5 44T05 7.00 32 PIPE 68.00 15 RCP CLASS III 447.05 446.71 OM50 33 DI-3B 10.00 STEPS REQ. - 466.79 460.52 6.27 34 PIPE 52.33 15 RCP CLASS III 46052 45916 OM26 35 D43BB SAFETY SLAB REQ. - 467.21 455.00 12.21 " 36 PIPE 158.01 15 RCP CLASS III 455.00 441.30 0.0867 37 MH-1 STEPS REQ. - 446.00 43920 610 38 PIPE 16.3f 15 RCP CLASS 1111 1 439.20 439.04 0.0100 39 EW-1 - 40 NO STRUCTURE 41 DI-3B 8.00 STEPS REQ. 469.53 462.28 7.25 42 PIPE 55.98 15 RCP CLASS III 462.28 462.00 43 D13BB - STEPS REQ. - 469.53 460.00 9.53 44 PIPE 40.30 15 RCP CLASS III 460.D0 45T58 0A00 45 MH-1 SAFETY SLAB REQ. - 463.00 449.92 13.08 " 46 PIPE 48.70 15 RCP CLASS III 449.92 44T00 OMOO 47 MH-1 - STEPS REQ. - 451.00 443.09 791 48 PIPE 89.33 15 RCP CLASS III 443.09 441,30 49 DI-3B 8.00 STEPS REQ. - 520.68 513.29 7.39 50 PIPE 42.55 15 RCP CLASS III 51329 51308 OD50 51 DI.38 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 D03B 8.00 STEPS REQ. - 513.93 507.91 6.02 54 PIPE 40.W 15 RCP CLASS III 507.91 506.31 55 D938 6,00 STEPS REQ. - 513.88 506.21 7.67 56 PIPE 351.38 15 RCP CLASS III 506.21 496.65 0.0272 57 DI-3B 10.DO STEPS REQ, 501.52 49&55 4.97 58 PIPE 84.78 15 RCP CLASS III 496.55 492.02 0.0534 59 MH-1 SAFETY SLAB REQ, 496.10 48227 1383 " 60 PIPE 45.31 18 RCP CLASS III 482.27 46000 0.0500 61 MOD. EW-2 - 62 NO STRUCTURE 63 DI38 14.00 STEPS REQ. - 501.52 497.01 4,51 64 PIPE 40.W 15 RCP CLASS III 497.01 496.65 0,0090 65 DI-7 - STEPS REQ. - 498.45 489.25 9.20 66 PIPE 74.03 15 RCP CLASS III 48925 487.03 0,0300 67 DI3C 12.00 STEPS REQ. - 495.51 487.57 7.94 68 PIPE 40.00 15 RCP CLASS 11 487.57 487.33 0.0D60 69 DI-3CC STEPS REQ. - 495.51 487.23 8.28 70 PIPE 26.68 15 RCP CLASS III 487.23 487.02 0.0080 71 DI3CC - STEPS REQ. - 520.21 512.03 8.18 72 PIPE 42.57 15 RCP CLASS III 51203 511B1 a0100 73 DQBB STEPS REQ. - 520.21 511.51 8.70 74 PIPE 56.56 15 RCP CLASS III 511.51 510.94 0.0100 75 Dt3AA - STEPS REQ. - 519.40 510.69 8.71 76 PIPE 272.81 18 RCP CLASS III 510.69 494.32 OB00 77 D43BB STEPS REQ. - 498.98 490.27 8.71 78 PIPE 113.53 18 RCP CLASS 111 490.27 488.00 0.0200 79 DI-3BB STEPS REQ. - 495.30 486A0 9.30 80 PIPE 229.10 24 RCP CLASS III 486.00 481.10 0,02A 81 DI-3BB - STEPS REQ. - 488.38 481.00 7..38 82 PIPE 185.03 24 RCP CLASS1I 481A0 473,00 0,0432 83 DI-3B 10.00 STEPS REQ. - 476.50 471.07 7.43 84 PIPE 80.17 24 RCP CLASS III 471.07 470.27 0,0100 85 Dt3C 10.00 STEPS REQ. - 476.90 4N17 6.73 86 PIPE 80.11 30 RCP CLASS III 470.17 469M 0.0080 87 D13BB STEPS REQ. - 478.17 469,43 8.74 88 PIPE 56.64 30 RCP CLASS III 469.43 468.86 0M00 89 DQBB - STEPS REQ. - 478.26 468,76 9.50 90 PIPE 166.38 30 RCP CLASS III 468.76 467.43 0.0080 91 DF3BB - STEPS REQ. 478.38 467.33 11,05 92 PIPE 133.39 30 RCP CLASS III 467.33 466.00 0,0100 93 D43BB STEPS REQ. - 475.04 465.90 9.14 94 PIPE 252.00 30 RCP CLASS III 465.90 460.W OR34 95 Dt3CC - SAFETY SLAB REQ. - 467.92 448.65 19.27 " 96 PIPE 43.19 1 30 RCP CLASS 11 448.65 448.26 0.0090 97 MH4 - SAFETY SLAB REQ. - 460.25 444.26 15.99 " 98 PIPE 57.D3 30 RCP CLASS 11 444.26 44335 0.0080 99 MH-1 SAFETY SLAB REQ. 450.25 434.50 15,75 100 PIPE 45.61 30 RCP CLASS III 434.50 433.00 0,0329 101 EW-2 102 NO STRUCTURE 103 Dt38 14.00 STEPS REQ. - 524.04 517.04 7.00 104 PIPE 52.49 15 RCP CLASS III 51704 51414 OMO 105 DI-38 8.00 STEPS REQ. 522.47 514.84 7.63 106 PIPE 53.14 15 RCP CLASS III 514.84 512.71 0.0400 107 Dt3A 2.50 STEPS REQ. - 519.40 512.61 6.79 108 PIPE 40M 15 RCP CLASS III 512.61 51241 OR50 109 DE3B 10.00 STEPS REQ. - 500.47 493.22 7.25 110 1 PIPE 1 48.36 15 RCP CLASS 1111 1 493.22 492.98 0.0050 DRAINAGE STRUCTURE TABLE Structure # Type LENGTH COMMENTS DIAMETER MATERIAL P ELE INV IN INV OUT 111 DI-3B 62 STEPS REQ, 495,40 488.20 T20 112 PIPE 40.28 15 RCP CLASS III 488.20 48800 0,0050 113 DI38 8.00 STEPS REQ. 478.59 471.39 T20 114 PIPE 43.22 15 RCP CLASS III 471.39 471.17 0250 115 DI.38 800 STEPS REQ. - 475.11 467.28 783 116 PIPE 56.12 15 RCP CLASS III 467.28 467.00 0,0050 117 Dt38 10.00 STEPS REQ. 487.53 480.53 TOO 118 PIPE 44.00 15 RCP CLASS III 480.53 480.09 0.01DO 119 DI-3BB STEPS REQ. 487.61 479.34 8.27 120 PIPE 53.37 24 RCP CLASS III 479,34 478.81 0,01DO 121 ME STEPS REQ. 487.96 478.71 9.25 122 PIPE 56.03 24 RCP CLASS III 478,71 478.37 0,0060 123 ME - STEPS REQ. - 487.96 477.87 10A 124 PIPE 281.55 30 RCP CLASS III 47757 466.61 0.0400 125 0I-36B - STEPS REQ. - 47719 466.51 10.68 126 PIPE 249.77 30 RCP CLASS III 466.51 459.01 0,0300 127 DQBB STEPS REQ, 468.46 458.91 9.55 128 PIPE 112.41 30 RCP CLASS III 458.91 457.79 0.0100 129 DI-3B 800 STEPS REQ. 477,19 46994 7,25 130 PIPE 56.09 15 RCP CLASS III 469.94 469.66 0.0050 131 Dt3C 10.00 STEPS REQ. - 467.80 460.80 7.00 132 PIPE 66.82 15 RCP CLASS III 460.80 460.47 0,0050 133 DI-3B 14.00 STEPS REQ. 518.85 511.85 TOO 134 PIPE 46.39 15 RCP CLASS III 511.85 511,62 0,0050 135 DI-3B 8,00 STEPS REQ. 519.45 511.52 T93 136 PIPE 49.39 15 RCP CLASS III 511.52 510.53 0,0200 137 DF3A 2,50 STEPS REQ. 516.69 510.43 6.26 138 PIPE 152.97 15 RCP CLASS III 510.43 496.00 0,0943 139 DI-3B BOO STEPS REQ. - 503.55 495.75 T80 140 PIPE 106.03 18 RCP CLASS III 495,75 491.88 0.0365 141 DI-3B BOG STEPS REQ. - 498.94 491,78 7,16 142 PIPE 79.21 18 RCP CLASS III 491.78 49033 0,0183 143 Dl-3CC STEPS REQ. 497.98 489.80 8.18 144 PIPE 103.21 24 RCP CLASS III 48180 489.18 0.0060 145 MI+1 - STEPS REQ. - 498.45 489.08 9.37 146 PIPE 132.67 24 RCP CLASS III 489.08 487.36 0,0130 147 DI313B STEPS REQ. 495.87 486.56 9.31 148 PIPE 78.87 24 RCP CLASS III 486.56 485.84 0.0091 149 DI-3B BOO STEPS REQ. 492.D5 485.74 6.31 150 PIPE 173.75 24 RCP CLASS III 485.74 473.54 0,0702 151 Dt313 8.00 STEPS REQ. 481.41 473.44 T97 152 PIPE 144.96 24 RCP CLASS III 473.44 467A0 0,0444 153 FETY SLAB REQ. 4762 463.83 12.17 " 154 24 RCP CLASS III 46353 450.45 0,0960 155 2EEW-1 g23.56 STEPS REQ. 455.50 450.35 5:15 156 24 RCP CLASS III 450.35 450.W 0.0150 157 158 NO STRUCTURE 159 DI-3B 8.00 STEPS REQ. - 503,99 496.20 7.79 160 PIPE 4D.13 15 RCP CLASS III 496.20 496,DO 0.0050 161 DF3C 16.00 STEPS REQ. 497.98 490.95 7.03 162 PIPE 40.00 15 RCP CLASS III 490.95 490.55 0.01DO 163 DI.3C 62 STEPS REQ. 496.90 491.65 5.25 164 PIPE 47.34 15 RCP CLASS III 491.65 490,70 0,0200 165 DOB 10.00 STEPS REQ. - 497,70 490,60 7,10 166 PIPE 40.02 15 RCP CLASS III 490.60 490.20 0,0100 167 DI-3B 8,00 STEPS REQ, 497.70 490.10 7.60 168 PIPE 49.38 15 RCP CLASS III 490.10 489.61 0.01W 169 Dt38 8.00 STEPS REQ. - 496.00 488.11 T89 170 PIPE 40.18 15 RCP CLASS III 488.11 487.31 0.02DO 171 DI-3B SIX STEPS REQ. 481.41 474.39 7.02 172 PIPE 40.02 15 RCP CLASS III 474.39 474,19 0,0050 173 DI-3B 10.00 STEPS REQ. 477.16 470.17 6.39 174 PIPE 62.97 15 RCP CLASS III 470.77 470.14 0,0100 175 Dt3C 10.W STEPS REQ. 511,87 504.37 7.50 176 PIPE 40.35 15 RCP CLASS III 504.37 504,17 0.0050 177 Dt3C 14.00 STEPS REQ, 511.87 503.92 T95 178 PIPE 22.31 18 RCP CLASS III 503.92 503.70 0.01DO 179 MH-1 - STEPS REQ. - 511,50 503,60 7,90 180 PIPE 113.07 18 RCP CLASS III 503.60 502.20 0,0123 181 MH-1 CAST -IN -PLACE 5000 502.10 3.90 182 PIPE 20.85 1 18 1 RCP CLASS 1111 1 502,10 1 502.00 1 01050 183 EW-1 184 NO STRUCTURE 185 D93C 8.00 483.54 480.27 327 186 PIPE 56.01 15 RCP CLASS III 48027 479,99 0,0050 187 DE3C 14.00 483.54 479.89 3.65 188 PIPE 169.69 15 RCP CLASS III 479.89 478.28 0,0095 189 Dl-3CC STEPS REQ. 486:00 478.18 T82 190 PIPE 52.10 15 RCP CLASS III 478,18 477.39 0.0152 191 DI-3BB STEPS REQ. 486.57 477.29 928 192 PIPE 43.44 15 RCP CLASS III 477.29 476.63 0.0152 193 DI-3BB STEPS REQ. 486.57 476.38 10.19 194 PIPE 127.54 18 RCP CLASS III 476.38 475.20 0,0092 195 Dk3BB - STEPS REQ. - 482.23 475.10 T13 196 PIPE 90.68 18 RCP CLASS III 475.10 469.29 0,0641 197 DI-3CC SAFETY SLAB REQ. 480.91 466,71 14.20 198 PIPE 74.22 18 RCP CLASS III 466.71 455.58 0.15DO 199 MH-1 SAFETY SLAB REQ. 461.50445.15 445.15 16.35 200 PIPE 45:17 18 RCP CLASS III 44425 0.0200 201 EW-1 202 NO STRUCTURE 203 Dt3C 6.00 STEPS REQ. 480.91 473,91 7.00 004 PIPE 40.07 15 RCP CLASS III 473.91 473.71 0.0050 205 RISER - 48" RISER - 206 PIPE 85,02 WITH 0-RING GASKET 42 RCP CLASS III 436.30 433.00 0,0388 207 EW-2 - 208 NO STRUCTURE 209 RISER 60" RISER 210 PIPE 111.55 1 WITH O-RING GASKET 42 RCP CLASS IVI 1 426,00 1 418.00 1 1 0,0717 211 EW-2 �Z �W CUjN �W OW 0 O O In U O Cyr C'2IN00 O O �U � •ttOFz.r O ^' 0 U] Ow y ate- 00 CD a. 41 O g U O 4 a BRIAN C, M CHELI Lic, No. 035724 q 111121202U c co ti q SM r� i O 2 Y C/) Q Q4 ti q REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS 04-27-2016 I" = 50, PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS i m CHECKED BY PROD.# 20150290 C-4D AUGER PROBE TABLE6549 491.83 {CON$T3YV--------- \ I /• v' \\ \ / I I / i 1 I I i -_ \ \ I \•-_--'-_____ kU -LID------------ --- $ $ $ / / . �----- - --- - - - -`------♦. \ `\ % III I 1 : / ! \ 1 \ _-_-` � I RVYMNING WML -_ aETNNINC W ` ---------------- - / / - - - i / #03200-00 OO--0223I / 2 GRACE BAPTIST EHURQH; BRUCE CATLETT, EMMq E GAR�EN & RUTH HOHANSE'N TRS / i �\ \ / / /'• `\ \\ \ \ \\ \ \�\ .// / II i /^ t `t \\\ - \ t \1 % % / 1 `\ 1 I 1 1 I I I I I 1 1 \ t I '/,:•� \\ I 1 ___ \ \\ ,/ / 1 I \ `\\ \` `\ \ \ \ / / \ I I I � I I I I I I I / l I 1 ? 1 I \ / •. •:: \\ 1 1 \ \ \ / I \ \\ / / / - - I 1 I / 1 I I \ 11 I I / / \ I I 1 ♦ I •'`' I 1 � \ ____ " \ \ / I � \ - \\ \ \ \\ `\ / / / \. 1 , I / I I 1 I 4 1 / 1 I I ' I !• .F: 1 1 \ 1 1 \ / 1 `, Stake # De tb Auger Refusal De tb/End of Probe Additional Notes 3 20' 14' Had 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 - 7'6" Weathered Rock 4-5' 24 10, 10, 25 10, 10, 26 10, ]w 27 12' 12' 28 10, 10, 31 10, 10, Hard Pan at 5% Weathered Rock 10' 35 10, 10, 36 30' 30' Weathered Rock/Hard Pan IS' 37 30' 15' Hard Pan 15' 38 35' 35' 39 35' 17 '/:" Hard Pan 17 40 25' 25' 41 5' 5' 42 20' 20' Weathered. Rock 10' 43 12, 12' 44 5' 5' 68 10' 10' 69 10, to, \`\ % 1 I - -\\ 11 I I i I 1 1 I 1 \ \ , / 1 \\ i A \ 11 I 1 •: \ \\ �\ `\ I 1 1 /' / 1 I 1 \ \ \ TEST PIT TABLE: '-\ \ / 1 \ I I I I 1 1 I 1 ♦ /' / ` ' � \ I I \ \ I \ ` I I 1 \ ' // I I \ \ \ \ I \ \W ' -�\ /' / / \ 1\ I \ II ,/ ,/ // I I 1 \ .. W // / / / / •; •: 1• 1 I I I I I 1 \\ \ I I i / \ \ \\ \ i -� ``-'`� `_-- ' i i 1 �\ \i 11 -- � "- �� '��-�\ ' I \ \ \�'---- --- --- - W ,-' / / i / � • \ \ 11 \\ � i 1\ \`\ \` `\ I i �/ i / / l , / \ \\ \� \`\ \�\ IN it \\\ \ , / �' /. /, i i ,' /,' 11 � ,•.r^ � W �1✓� 'w .:c.:'.'::.�, / / , L / / / 1 I I I I I I I I I I I ! l 1 / l / \ \ \\ \`\\�\ ��_. r� ---------- ,'-- ------------- --- Stake # Depth Additional Notes I 8' CL,'Weathered Rock 2 10, Soft Weathered Rock 3* 20, Hard Pan/Weathered Rock 3-6', Refusal at 6' - Au er Probe was also done in this area. 4* 15, Hard pan1W eathered Rock 3 T, Refusal at:7'5" - Auger Probe was also done in this area. 5 10, CL, Weathered Rock 6 10, ML 7* 30' Hard Pan, Weathered Rock 3-13', Refusal at 13'- Auger Probe was also done in this area. 8* 25' Hard Pan, pale yellow -gray soil 6-13', Refusal at 13' -Auger Probe was also done in this area. 9 ]0' Soft Weathered Rock, Saperlite 10 10' ML, Weathered Rock/Hard Pan at 10, 10, ML 12 15, ML 13 20' CLM1L 14 15, Ill Weathered Rock ]5 8' MG Weathered Rock 16 12' ML, Weathered Roak 17 10,` ML 18 10, ML, Weathered Rock 19* 10, Hard Part 6"-2% Refusal at 2' - Auger Probe was also done in this area. 20 10, ML 21 10, ML 22 10, ML 23 110, ML, Soft Weathered Rock 29 10, ML,. Saperlite 30 ]0' Weathered Rock 31 * 10, Refusal at 2'- Auger Probe was also done in this area. 32 8' ML 33 5' ML, Weathered rock 34i 12' Soft Weathered Rock, Saperlite 35* 10, Hard Pan 2 - 6% Refusal at 6' - Auger Probe was also done in this area. / 1 I I / \ \, \ \ \ \ \ l / 1 1 I I 1 1 1 \ I �\ I I \I 11 - �___-____ ''' -- 1 __ ______� \\ \ \ ♦ \ // �l / / /'-- -_ '- ___�� '/ I /I / I I 1111 \\ \\II 1111 \II 11 11 11 II \\y/ , /''/J, Il 11 II 1 i II I it 1 \ \\\II\\III\111; 1 \ { \\\\\\ `_____'- _-' % ' ii ''/ 1 / � ; �� \\\ 1 i \I I\ �--•-_-'' \ l i''-' �i__ \\ \\- ' % 11 I / / i i 1 11 i 1 � i I 11 \\ / / / ^�/ I I I i � I \ \\ \ \, \ ��'/-_ -„_-�'�� '' ' '''/ ' /• � -/'- - � \\\ \ \\ �� -- __-_______' _ - -_ �' � _-'-____''� 1 \\ \ ♦ '/ / I 1\ % / ''� \\\ - ,i % / , I 11 1 I I I I I % // /! / \ / I 1 III IIIIIIIII \ \-- -__- r It \\ , I / ;-- - -- _ �/ , I 1 #63 00 �Ob-QQk 22� - i i i /_- \ l I l •�\. / / I /NEII ORki00 \) zjI 2S N C -- - # ' `\ / / / I _c - - - / I ? 555 / i 03200-00-00-022P0 r / / / 1 I I I\ ` ` ,/ / - - - - „r_ 03200-00-00-02000 13.�5�,\Fh \ 14 `�___- / 1\ 03290�00-00" 022G0 / / I I 1 1 ---- / -_ -- # _ - dt�v I 1 �\ `\ ---- /' ' /`fHOM�AS . WOOD # r / I I / �---- -\�\t CWH PROPERTIES-' �•' _ / --: ,' \ ROBERT LYBUR KI I 1 ? , 1\\ I l I I 1 `-- _ / / D.8: 362 G. �871\ D.B. 182 PG. �09 ' I I I I I 20b-0-00-022J0----_-- / /' r' J - '�`� 1\t /-- '- 1 i \`, \\\\ \ 1 1 i 1\_:_ - /-' i / ` \\ - - /� // ' i i ! HgqARDT MES, LL'�"/----- 032.0 -00-00-022FO i .''f -t<� LIMITED- G_ 419 I i ) 1 I \ \I \ ` I, ` - - - - /, // •\ \ \. i / / `t' b r/ - ----- ,# ' LLC / ,;\ D.B. 2309 -PG. 419 _ \ / A 1 I \ \ _ -. - / \ \ / I / D. 2 43, PG. 21L- / HA DTIMES, , /.'' /_�' I I \ ` / / / I / 1 / D.81 2043, PG. 2,N / x / .' - --- / /' , ///� /i///// > \ / \ \ \ \ 1I `\\/ `i<\\ -i\-\ / - \-„/ - i ``\ % I // / // i `\ I \__/ / i/ , / i/ / / /! / / / \\\\\ `\ \1 \\1 1 1 II II i\\ \ \ \ \\ 1\i \\\ i ;I I II 11\1 II 1 III I/ I ,/ / i , / /\' , i' / � - _ -'- 4I •l,`p\.e_`_ \ \ / 1 1 / /il ,l / ''/' r__--��t- -� -\ C-/ -\ / // // %// � / / 1'\ I // // II i aya ---- \ iI, vow DAn/sH�o IC SCALE \' / : ..1 S0 0 25 50 100 - - - - - - - - - •\ 1 \\\ \ I 1� 1 / I % ' --�__ / / w- / / Oi" / ' �//i � IN FEET ) ' , / ',,//, i / / �/ / / ' 1 I I / / 1 1 \ I I I 1 I ! I I � / / � __ /• � \�� \ \ I 1 I I I I I / __ -- ` Uw�oyyi'' r i / 1 inch = 50 ft. tf C rn CC) 0 v d! U (Dce) �O r0 W� "� IllC) �W r n � P•I V 0 0 rl Qi y Z �bo w U O N LW00 ►� rn _ �, r rr-t" 17 Cd I° 0 a{ U O N Q L �y c a ° U O 0 tT 4) O w O LN rn Q 3 c N E () rn c LTH OF ` 'c C /f,y�y C p o U y � BRIAN C, M CHELL o Lic, No, 035724 1111212020 O FSS/O NA L ENG O. N c d C C O U c O v ) I� 3 vl ~ 3 1Tn E` W v 1 O o N _e�� w r t1 O ° O " U 0 O O N C N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS DATE °' r 04-27-2016 N SCALE C 1" = 100' o L PROJECT MANAGER to BRIAN C. MITCHELL, P.E. 6, N DESIGNED BY -°'47, BCM / JLS L CHECKED BY -° C O PROJ.# 20150290 3 O SCEET # ° - 4F L '0 , o Ix 11x .98 484.10 W. _ - ----- 3 - TC ,' // / ,' ,,' /' mot' 2 10• CG � � - - - r t / 85.37 4$6. 0 I ' C L• 4. C , , /' / R60' r 486.00 4 17 483.03 ,' 48S.7 -2 , 486.0 R92 V '� . ' ,,' ,, R' 60' VIC 86.5 486.00 / f I ' FT-1- .-' PHASE1 -' PHASE 11 ' 17-1 For Truck Apron Curb use cell Mod. CG3 found in the cell library. ROUNDABOUT 1 DETAIL Rl = 82' CG-3 MODIFIED FOR USE ON ROUNDABOUT TRUCK APRONS ONLY 2N 5" 2` R /"R SURFACE q-WO j W BASE W / SUBBASE N.T.S NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (131DEPTH) OR INCREASED AS MUCH AS 3" (19N 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 IC 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' I I / / I I , / I , , / SOUL _VA D--/�—�--1— / OF R608' ------------- i �kp-m ARM 6'!7. . �•� ji / , , O � i , 1, i T J. 4.5 I T C i 474.E I / 8' ,CULVERT ------ / DESTRIAN .USE; , ' - ' , B F' COBBLESTONESE OR STAMPED CONCRETE FINlcu CG-3 MODIFIED WMF SEE DETAIL THIS SHEET 6x12-WI SURFACE , BASE .a VDOT 218 � SUBBASE TRUCK APRON DETAIL (NOT TO SCALE) VARIES 2.5' 18' MIN. 7" 10, 7.. VARIES CG-2 SEE INSETS CG-6 CC-3 MODIFIED FOR DIMENSIONS 1/2" 1' 1/4" : 1 f� 10' WIDE TRUCK APRON _ TO BE STAMPED CONCRETE TRAFFIC CIRCLE SECTION VIEW (NOT TO SCALE) VDOT CG-2 % 4 /48\ /C.0 (TYP BMP4/ r r / � r ROUNDABOUT 2 DETAIL GRAPHIC SCALE R1 =127' 30 60 R2=105' IN FEET R3 - 751 ( ) 1 inch = 30 ft. R4 =107' VARIES 7" 18' MIN. 2.5' CG-3 MODIFIED CG-6 1 /4" : 1' 3 W3-2 3.� p�F N. T. S. A DIAMOND -SHAPED SIGN WITH AN UPWARD -POINTING ARROW ABOVE A DOWNWARD -POINTING EQUILATERAL TRIANGULAR RED AND WHITE YIELD SIGN SYMBOL 24"/18" 1 15� 24"/18' MPH W13-1 N.T.S. A SQUARE ADVISORY SPEED PLAQUE WITH THE LEGEND "15 MPH" ON TWO LINES, WITH "15" IN LARGE NUMERALS �48 TO ONCOMING 24 TRAFFIC R1-2A N.T.S. HORIZONTAL RECTANGULAR WHITE SIGN WITH BLACK BORDER AND THE WORDS "TO ONCOMING TRAFFIC" IN BLACK ON THREE LINES 01 Q c E 41 rn c ��EpLTH OF ` 'c CJ l ♦"♦�T y � BRIAN C, M CHELL o Lic, No. 035724 1111212020 2 FFSS/ONALENG o. c d C C ° U C 3 V 3 � � o q > W 0 ° � U w N-� ° CL 0 O U _l 2 U 7 0 Q O REVISIONS rDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS 1-1 DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY -°'° BCM / JLS L CHECKED BY -° c ° PROJ.# 47, .3 20150290 0 SHEET # C H 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) �n: TIONS INC. OR EQUAL tOSS BARS RS ATTACHED :K METAL OR SIDE VIE 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 12.0-18'0 17 1/3- 13 1/3' 7 3/4- 8 1/4' 8 1/4- 27 1/2' 6 1/4- 7 1/2- RS-36 38.0 21.0-3WO 21 1/8- 13 11V 6 1/4- 6 1/4- 6 1/4- 40 1/2- 6 1/4- 7 1/2- RS-48 48.0 3b'0-42.0 27 3/4- 17 3/4- 7- 8 1/2- 6 3/4- 54 1/4- 8 1/2- 0- RS-80 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- g- CUSTOMER: PROJECT: ROUND LASH RACK SEE DETAIL HIS SHEET) 0311111113LVILLt/RIII ❑RIFICE aSH RACK 48' RISER — ELEV. 436.30 B _ B (BOTTOM OF CULVERT) 48" RCP RISER DETAIL N.T.S. \ \ i ---``-� ---___ __ ---_ - i'/ '' '' i' '' J/ J' /j1 `,\ ♦\ . `♦ _-�ice' "/ / JJ ---- - --------------'VAR1,A LE AM A 1 �S ---------- ---- —'1d SAFETM BENCN ----___ SEA --- - - _ - - - ___ ---- - ------ - i s l _ - - __ 10' AQUp-OC 8 - L�28'x1IF __-_ _ ''� - _ _ _-. W A ENCH - _ --------------- I SWM/BMP1- - _ - 100-YR WSE: 448.97 2-YR WSE: 446.63 --x--� - I -- - 12- Pvc NWSE: 445.00 /DESIGN VOLUME: 101,646 C REQUIRED WATER QUALITY DRAINPIPE ./ -,_.-- •. / ' / i I W i J I� . 1 12, (SEE D TAL THI SHEET) G.V. -' ,Wf FlI�7ER �\ -_- ------ -- -- -- ------ --------------- JWM bMF-' -1 ULAY UUKL NKUrILL 455 DATE: DRAWN BY: 450 APP'D BY: DETAIL: (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 12' PVC, I i ( 1 DRAIN U — 1 L 5' �5,�/ CONCRETE SLAB & 12" PVC DRAIN PIPE N. T. S. 445 440 435 430 CLAY CORE FA 425 10 00 0- I 11+00 TC / 455 460 / 450 455 445 450 440 445 435 440 430 435 1 425 12 00 12 36 / SWM /BMP 1 O N 0 N 0 — +0 N I O m 8' BERM rn � 0 v1�? N ELEV:450.00 N 0 / SWM/BMP 1 PROFILE 7�- LVAM i� spy. ` ' ' _` •'�� pq 100-YR WSE: 448.97 ' + z 10-YR WSE: 447.85 10:1 / N 2-YR WSE: 446.63 AFETY BENCH / d NWSE: 445.00 / DESIGN VOLUME: 101,646 CUFT 10:1 N N Z REQUIRED WATER QUALITY VOLUME: 67,411 CUFTi \ QUATIC BENCH i CLAY / CORE SWM/BMP 1 SEE SHEET C-6 FOR FURTHER DETAILS / � N BOTTOM ELEV: 440.0 / RIPRAP 430 i /RIPRAP / L=27'xW=VARIESxI W/ FILTER FABRIC I 425 I I 9+50 10 00 ✓'/ d CLAY CORE TO BE INSTALLED AROUND OUTFALL PIPE V206 L=85.02 S=3.88% D=42" RCP CLASS III w/ O-RING GASKET ANTI -SEEP COLLAR (TYp) I 11+00 12 00 POND BOTTOM BELOW ELEV 440.0 TO MATCH EXISTING CREEK BED AS SHOWN ON THE GRADING PLAN 13100 LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL L=65'xW=1 W/ FILTER 14100 SCALE: HORIZONTAL: 1 " = 50' VERTICAL: 1 " =5' 151 0( 0 YJ CC)Q cn V d� U Z14I^� 0 cco ��o W � U �W O��U Z COO CAG=.I V 0 0 rl C rl Qi y Z P4bo W 0 i;;IA w Cc U OLU LO co�' Lz U CC)P4 't U O N Q L) 4 c a 2 U 0 0 rn d o O L U N � y Q 3 c i= O rn c E;,LTH OF ` c /J/ y c .I0'T'^rT C O O U y � BRIAN C, M CHELL o Lic, No. 035724 1111212020 FFSS/ONALEN o N c c 0 O U c O � 3 t r �J E-, 3 ~ 3 t q .r q V j q o "Z� O CL O o q O c 0 CL P �1 c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS d c 01 w V) 1n c c 3 0 r 0 Q 0_ 0 a DATE -S 04-27-2016 N SCALE AS SHOWN L PROJECT MANAGER " BRIAN C. MITCHELL, P.E. o+ DESIGNED BY W BCM / JLS L CHECKED BY c c 0 PROJ.# .3 20150290 0 SHEET # C / If 1 S I \ 1 1 1 1 1 1 1 1 \ \ I 1 1 I I 1 1 1 1 l \ 1 1 1 1 1 1 I \ 1 1 I 1 tI It i It 111 11 11 111 11 11 I1 1 I 11 II 11 11 11 II 1 11 1 1 1 1 1 1 1 II II II I 1 I 1 1 1 1 I I I 1 I 11 I 1 1 1 I I I I I I 1 I I I I I I 1 1 1 1 I I I I 1 1 I j 1 I l 1 1 1 I I I 1 I i I/ INV it i it l it i �I I 11 i i j 1 1 � 1 1 III ! I I I 1 I I I / I I I III I � 1 I i 1 it 'if I I 1 I I I I I 1 I I L� WIVfH; k I�a1N�igE I i AIS�gv NT Ii I I I I I 1 I I I I I I 1 ' if I I I I I I I I 1 I i I I I I I 1 1 I I I I I ! / / I I I / I / ! , I I I 1 / / i i1 i I / ROUND !ASH RACK iEE DETAIL HIS SHEET) ' ❑RIFICE 4SH RACK _V. 436.50 ❑RIFICE 4SH RACK a�.yaa 426.00 — I I B—B 60 " RCP RISER DETAIL N.T.S. SWM/BMP 4 PROFILE ,\ • \\ 450 ° 95% COMPACTED FILL \ \ \ \ 1 \ \ \ \ \ IN MUST BE PLACED BELOW \ \ \\ 0 o Inoo STORM SEWER STRUCTURES \ �` o &PIPES IN FILL \ DO �` 445 05 1 + ro IZI _ ao n oO N F H z N v) ? O ( \\ \\ \\ \\ \ O ELEV: 1.50 \\ \\\ \\ \\\ \\\ \\ X v 440 6A FOR AILS - ' / SEE SHEET FURTHER DE \ \\ \ \ \ 10:1 SAFETY BENCH 100-YR WSE: 440.56 10:1 AQUATIC BENCH 10-YR WSE: 439.20 _ 435 hi 2-YR WSE: 437.05 NWSE: 434.00 / DESIGN VOLUME: 174,449 CUFT / / 2 3• \ REQUIRED WATER QUALITY VOLUME: 156,449 CUFT / JC 5�2� CLp55 \ \ \ \ \ \\ \\ \S, `\\ o Oc36" ` `\ \\ N CL CO Y E COUNTERSINK PIPES A ( ) \ \ \ \ \ \ \ \ o o OF SIX (6) INCHES BELO \\\ \\\\ \\\\ \\\\ V. \\` .m SWM/BMP 3 EXlS77NG STREAM BED E: S, 430 RE CULVERTS ARE L( \ \ II RIPRAP ON£BEDROCK OR ON SLL IN \`� IN IN a z N N L=28'xW=VARIESxD=VARIES OR GREATER THEY DO N `\ \\ \\ ` ` ` �� t> W/ FILTER FABRIC REQUIRE TO B£ COUNTEF \\ \ \ `' \`` a z ` \ ` `` BOTTOM ELEV: 426.0 `\ S, \\ \\ \\` �` �- 425 _ r _-- IS IN POND BOTTOM BELOW ELEV 426.0 \ \ \ ` \ \ \ \ \ \ ..__- rz/ TO MATCH EXISTING CREEK BED AS \\ \\ \\ \\ \\ �\ �\ �` '� 1 SHOWN ON THE GRADING PLAN 420 r \\\ \\\ IN ` \ CLAY CORE TO BE \ \ \ \ \\ INSTALLED AROUND \ \ ` ` \\ \\ \ \\ `�\ �� OUTFACE PIPE ------------- a-- - -- -------- - - - - — _ - / _ \ \ �_ - -_ _ dYRCORE0 �/ - 1 II--447,50-1( 5' EMERGENCYc\\\ - _ __ SPl _ - - - - - -- ------------ / . ..\,S. ,\ \\, ---- ---- - - - - -------------- -- ;_-----_____ ____________________ - If \ �4 -_ ---- -— `'-- '-- ------ - - - - - - - ' -_--___-_-_-___-_--__--_-----------_ -----___ - - _--_-___ _-_--___ _ === -- - - - - - v \ \\ \ — — ---___ ___--__ _—_—_— _--_—_ �— _ _ __ R _ _ __ — _ _ _ __ /I� `--------------__ - ------------ --- -- -- ----- °-------------- - --- ----- 0 0, ----- __---- __ --- )I— 1 -- -- 11 I \,\--------- --- SWM/BMP 4 SCALE: 1" = 30' EMERGENCY SPILLWAY DETAIL N. T. S. ELEV. 441.50 (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 12' PVC. ELEV. 439.25 DRAIN 18, 24' RIPRAP i L CLASS I WITH 5'� FILTER FABRIC 51 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 1 415 i✓� r RIPRAP L=16'xW=VARIESxD=2' W/ FILTER FABRIC 410 210 L=111.55 S=1.79% D=42" RCP CLASS IV w/ 0-RING GASKET 9450 10100 11 100 I 12100 I 13J 00 SIDE VIEW PLAN VIEW ROUND SERIES TRASH RACKS RISER PART NO. CONCRETE INSIDE DIA. CMP OR HDPE NOMINAL DIA. A B C D E F G H RS-24 24"0 12b-18'0 17 1/3' 13 1/r 7 3/4' 6 1/4' 6 1/$ 27 1/Y 6 1/4' 7 1/2' RS-36 36"0 21"0-30'0 21 Ill 131/2' 61/4" 6 1/4' 6 1/4' 401/2" 6 1/4' 71/2" 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 4arl 27 3/4' 17 3/4' 11 1/2' 8 1/2' 6 3/4' 67 1/2' 8 1/2' 9' ^41/LL.AvEmk1J" CUSTOMER: CONS7RUCEIOIN PRODUCTS INC. MST cn6615R. ontoDRIVESUITE 1 wo6e - PROJECT: pH: I.W03]8.1132 iW(: SIJ 645333Y ® Comm DATE: DRAWN BY: APP'D BY: DETAIL: 14I00 15100 SWM HMH 5 ULAY LUNL HHUFILL 445 445 EMERGENCY SPILLWAY 440 435 430 425 420 415 CLAY CORE 410 I 10 00 11t00 LEGEND FINISHED GRADE AT C/L — — — — — — — — — EXIST. GROUND AT C/L 440 435 430 425 420 415 410 11 91 SCALE: HORIZONTAL: > " = 50' VERTICAL: > " = 5' O O LO r Q V let U ZCQ r-� � co �co co 0 c� 00 0 W U U rl C W O �4 rn N 0 V 0 rl Qi y Z �b0 . ,..1 r-1 7 O1 W �.� I A w U O N W _ 00 ° m 0 U0 a O (14 O L) a ° U 0 ° Ot N o O a c rn Y Q c E OI pLTH OF ` c /Ji y c C U y � BRIAN C, M CHELL o Lic, No. 035724 11/1212020 FFSS/ONAIL a N c d c 0 O U 3 t ti vl 0 � � W '3 h r q }� o O Q IO U O 0 WCL �1 c 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS DATE r 04-27-2016 SCALE c AS SHOWN L PROJECT MANAGER " BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY -°'° BCM / JLS L CHECKED BY ° c 0 PROJ.# c .3 20150290 0 SHEET # ° C - 6A L 520 515 510 505 \ BMP 2 PROFILE 520 515 510 \ W 505 \ 3' WIDE BERM 2 \ TOP ELEV: 503.0 BOTTOM E EW501.0 " ue _ l h 182 \ 500 L=20.85 \ a 500 S=0.48% \ - - D=18" RCP CLASS III Oi It VARIABLE +I 0., WIDTH ENERGY 495 DISSIPATER 6" PERFORATED HDPE WRAPPED J IN FILTER FABRIC 2" MIN. WASHED GRAVEL 490 0.50% \ \ / 1 6" SDR35 495 CLASS I RIP RAP W/ FILTER FABRIC IFpT L=5'xW=5'xD=2' 485 I 10 oo 11+00 BMP 2 CLAY CORE PROFILE 510 510 505 500 495 CLAY CORE 490 I 1 10+00 455 \ 450 445 I I 485 12 00 12 63 BMP 4 CLAY CORE PROFILE 00 505 445 445 TOP BERM 440 - V:440. 500 495 435 490 430 11+00 11I35 ® CLAY CORE 425 I 10 00 BMP 4 PROFILE M M00N T 000) M M r) \ +wvF =a n n o �azz0 II-- j¢o»> zzz N \ 3' WIDE BERM 440 38 TOP ELEV: 440.0 L=16.31 \� S=0.98% C =15" RCP CLASS III Li BOTTOM ELEV: \ 437.25 \ VARIABLE WIDTH zn \ 435 ENERGY N It DISSIPATER H \\ 1.00% \ INV. 432.51 2" MIN. WASHED 430 GRAVEL 6" PERFORATED- HDPE WRAPPED IN FILTER FABRIC 425 438.25 440 455 450 445 440 435 6" SDR35J / �I 430 INV. 431.4 CLASS I RIP RAP W/ FILTER FABRIC L=5'xW=5'xD=2' 425 420 I 420 10 00 11+00 12+00 12 40 435 430 425 11+ 7 ------------------- ---- --- --- --- ---- -- - - - ----------- -- \\\` \\ RITCHETT LANE\�\ PRITCHETT LANE ) I I / 10' MPORARY �v ------------- C 0 N S TR U C fill \ /U I C.O. (TYP) Q ---------------�-tl - - - - L.- --� - -- --- a-- I I - - - - - - - \ o \ o CONCRETE CH ECKDAM I it / TOP = 501.0 I I / SEE DETAIL THIS SHEET \ TO BE KEYED IN 5' MIN INTO I DA i1 l i C. \ BMP 2 ,ram 5„ 6"/ PERFORATED PVC \ o l i I WRAPPED IN y i / FILTER FABRIC �\ � \ I / - C yVARIABLE WIDTH �� \ bNERGY DISSIPATER \ tt 3Q WIDE 'BERM \ W/ CLAY CORE \ TOP = 503.0 B \ \ \ \ \ \ \ \ \ \\ \ \ L5IVII-' L I-'L/AIV 1 =/-U - I I T . I �I I - / --------- \ I I ^O d y �SQ P I I I / / �•� � � �6 11 I � i i �I I C.o. I I (TYP�/ ,I ' 39 /. I r rl lr I /I I \ / BMP4/ I / / I 3,4DE BERM / / W� "LA RE ! �P 44 � q.0 4 ' °o IA�BLE, WI to f/ E Y ;DISSIPA I I / I/ I / /�♦ ,BOTTOM ELPV. / I I 437.25/ / 6"' RP WRAPP FILTER FFAB I 4# CHECK DA I N,20 \ 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: 1. SOIL EVALUATION MUST BE VERIFIED BY A QUALIFIED PROFESSIONAL FOR COMPOSITION, PLACEMENT AND DEPTH PER THE PLANTING SOIL MEDIA GUIDELINES AS PRESENTED ON THIS SHEET. 2. RAIN GARDEN CONSTRUCTION SHALL NOT COMMENCE UNTIL THE SITE IS FULLY STABILIZED AND ALL EC MEASURES HAVE BEEN APPROVED FOR REMOVAL. 3. ALL GRASSED SWALES AND SURROUNDING GRASSED AREAS SHALL BE FULLY STABILIZED AND THE RAIN GARDEN EMBANKMENTS SHALL BE SODDED PRIOR TO PLACING THE RAIN GARDEN IN TO OPERATION 4. A MINIMUM OF 3 SOIL BORING LOGS PER BASIN SHALL BE PROVIDED TO EVALUATE SOIL SUITABILITY FOR THE PROPOSED RAIN GARDENS AND TO ENSURE THAT THE SEASONAL HIGH WATER IS AT LEAST 3 FEET BELOW THE FILTER BED PRIOR TO INSTALLATION OF EACH RAIN GARDEN. 5. A DENSE COVER OF WATER -TOLERANT, EROSION -RESISTANT GRASS OR OTHER VEGETATION MUST BE ESTABLISHED. RECOMMENDED GRASSES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: KENTUCKY-31 TALL FESCUE, REED CANARY GRASS, REDTOP, AND ROUGH -STALKED BLUE GRASS, NOTE THAT THESE GRASSES CAN BE MIXED. 6. MONKEY GRASS SHALL BE PLANTED OVER MULCH LAYER TO STABILIZE THE MULCH. 7. THE ENVIRONMENTAL ENGINEERING INSPECTOR WILL BE NOTIFIED WHEN THE INITIAL GRADING IS COMPLETE AND THE UNSUITABLE EXISTING SOIL HAS BEEN EXCAVATED PRIOR TO INSTALLATION OF THE UNDERDRAIN SYSTEM. 8. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS AND CONTINUE UNTIL ONE YEAR AFTER STATE ACCEPTANCE. BIORETENTION AREA EXISTING GROUND GRASS CH EL 12" MAX. PONDING DEPTH TOP <--O.O% PROPOSED GRADE • MULCH mow 3:1 MAX •• PLANTING 28' SOIL MEDIA • MULCH TO BE SHREDDED AS NOTED SOIL aim HARWOOD OR HARDWOOD CHIPS 3" PEA GRAVEL MIN THE RECOMMENDED O" GRAVELO 12" WASHED GRAVEL BIORETENTION SOIL MIX IS GENERALLY CLASSIFIED AS LOAMY SAND ON THE USDA TEXTURE TRIANGLE, NTH THE FOLLOWING 6" PERFORATED HDPE TO COMPOSInON PER THE VA Ri DAYLIGHT O 1% 1/Y - 2" STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS NO.9 GRAVEL -85X TO BOX SAND -a% TO 12% SOIL FINES; AND MODIFIED DETAIL FOR -3% TG 5% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 2 (NOT TO SCALE) BIORETENTION AREA EXISTING GROUND GRASS CH EL 12" MAX. PONDING DEPTH 3a' .TOP -MULCH ^ PROPOSED GRADE 11 3:1 MA% �� PLANTING MULCH ' IE SHREDDED AS NOTED SOIL 12 5 SOIL MEDIA HARWOOD OR HARDWOOD CHIPS 3" PEA GRAVEL THE RECOMMENDED MI BIORETENTION SOIL MIXTURE IS a GRAVELO 12� WASHED GRAVEL GENERALLY CLASSIFIED AS LOAMY 2" I SAND ON THE USDA TEXTURE TRIANGLE, WITH THE FOLLCNNG 6' PERFORATED HDPE TO COMPOSITION PER THE VA DEG DAYLIGHT O 1% 1/2" - 2" STCIRMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS NO.9 GRAVEL -88X TO 12X SO�FINES; AND MODIFIED DETAIL FOR -3% To s% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 4 (NOT TO SCALE) Bioretention Basin Adjacent to a Drainage Swale I BIORETENTION AREA LIMIT11 A FLOW IILOW CONCRETE CHECK DAM 3: (T Pro{ BIORETENTION AREA r 15' BERM FLOW .� SW ALE PLAN VIEW (NOT TO SCALE) SECTION A -A' (NOT TO SCALE) II-5.DWG NOTES: 1. PLANTING SOILS SHALL BE PLACED IN MAXIMUM 12" OR LESS LAYERS AND SHALL BE LIGHTLY COMPACTED. BIORETENTION AREA PLANTING SPECIFICATIONS 1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED 2. WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL 3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES (6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE 4. THE PLANTING SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL AT THE BOTTOM OF THE PIT SHALL BE TAMPED BY HAND. 5. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS' BALL NEVER LIFT BY BRANCHES OR TRUNK) 6. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE THE FINAL GRADE. 7. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE. 8. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND THE EXPOSED BALL. 9. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES. STAKES SHALL BE PLACED PARALLEL TO WALWAYS AND BUILDINGS. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THE STAKES. 10. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE CHEMICAL FERTILIZATION PLANTING DATE GUIDELINES BALLED AND BURLAPPED AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED BETWEEN MARCH 15 AND JUNE 30 OR BETWEEN SEPTEMBER 15 AND NOVEMBER 15. GROUND COVER EXCLUDING GRASSES AND LEGUMES CAN FOLLOW THE TREE AND SHRUB PLANTING DATES. GRASSES AND LEGUMES TYPICALLY SHOULD BE PLANTED IN THE SPRING OF THE YEAR. TOP ELEV 4 2"R 6„ FLOW - 2 91, °a KI 7 2'-3' / T/i?11i?/T./ice/T:,/i� 18" a< a a / CONCRETE CHECK DAfl (MODIFIED/DRY C6!-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 ofthe pH ofthe organic layer and soil, should precede the limestone application to determine the amount of limestone required. Soil testing should be conducted annually so that the accumulation of toxins and heavy metals can be detected or prevented. Over a period of time, heavy metals and other toxic substances will tend to accumulate in the soil and the plants. Data from other environs such as forest buffers and grass swales suggest accumulation of toxins and heavy metals within five years of installation. However, there is nq methodology to estimate the level of toxic materials in the bioretention areas since runoff, soil, and plant characteristics will vary from site to site. As etoxicsubstancesaccumulate,theplantbiologicfunctionsmaybecomeimpaired,andtheplant thay 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 ofthe entire soil base as well as the plant material may be required. Mulch Bioretention areas should be mulched once the planting of trees and shrubs has occurred. Any ground cover specified as plugs may be installed once the area has been mulched. Ground cover established by seeding and\or consisting of grass should not be covered with mulch. 20 GRAPHIC SCALE 40 ( IN FEET ) 1 inch = 20 ft. LEGEND FINISHED GRADE AT CIL - - - - - - - - - EXIST. GROUND AT C/L SCALE: HORIZONTAL: > " = 50' VERTICAL: 9 " = 5' O to CV r n GO O (n `J U Z„'I co co M 2COO I+ c\2 0 00 0 W "U C U W ��U Z bores _ . rl r n (zQ 0) v •-i `y Z �bo W 0 i;' I A w OU sm w W 3_ rn U 0 p�1 O N O 4 c a ° U 0 0 rn d o O � y Q c rn c ��EpLTH OF ` c O O U y BRIAN C, M CHELL o Lic, No. 035724 11/1212020 o FSS/O NA I_ ENG N c al N C O U c O v ) 3 O 0 Q o C~ � V E r 0 rn '� C n I "`1 O Q CL o ^y c � ° U 0 0 CL V1 c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER 11 12 2020 PER COMMENTS c C c w d in 0 c 3 F- w 0 0 C a O a DATE r 04-27-2016 N SCALE C AS SHOWN L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o N DESIGNED BY v BCM / JLS L CHECKED BY -o c 0 PROJ.# .3 20150290 0 SHEET # ° C - 6B L HIGH PT STA: 20+00.00 C R O S S C R E E K DRIVE HIGH PT ELEV-. 474.66 PVI STA:19+25.00 35 MPH DESIGN SPEED (10+00 to 20+50) PM K:30.573.16 LOW PT STA: 14+79.73 MINIMUM CREST K VALUE: 29 LVC 5o00 LOW PT ELEV-. 454.34 PVI STA:15+75.00 MINIMUM SAG K VALUE: 49 0� PVI ELEV:449.00 MINIMUM SSD: 250 FT o 0 ro 10 n K:50.02 LVC: 500.00 00 n 0 Or �w O uq� ON Um 480 4w m 0 +a +�a� n CD N �<Z0 laJ W -1- n II - o N> n � Um m Uw w N V) U)Rzz o HIGH PT STA: 11+24.99 ¢ HIGH PT ELEV. 462.65 CO coo 475 PVI STA: 11+49.99 w vi - - PVI ELEV:462.15 +cc r K:45.73 LVC:50.00 0 U m 100 x j N N� O V O N Z 1 470 3.5' L a 1 co +0o�a� Lq +00 �IIJ� CLZZVaz+(O"HN 0cj� jjj�FHjN V) In O N�Z= �6 co I CL In V) / f RC _ZG O3.5' z E 0 jm T V) O } 00 w n�z cn (n�zz xc465 zy c) a HEIGHT OF z -- ( I :>4 NOxci 15" CLEARANCE w v� OBJECT 3.5 o to a04 0w o0 S. II / nLn Of U) 22%O/F W/L z NSULATED(OVER CULVERT/ 5' TO WUzz m a zEII \n.\vQ w o x^ aoN 460 o 9,IIp: d a j j j N N O z zto D EIIGHTSOF �, Q o \\ V (fI n y FY\2 D./q� \ V) In � z 455 �17\ I I l`YgA\/Nf I \ 3.5' MIN / 8'x8' CULVER ' (PDESTRI TUNNEL WA I .I. ` LINE 6 SANITARY 0 450 SEWER. I \ \ \ 28 L= 21.90 24" STEEL $RC C // CASING / L=90.67 CLASS UI I \ � 5=0.50% D=15" RCP / F / o ;' o x w / \ttQ D=15" RCP CLASS III 35 MPH 2 M H m'a w0 /\ / 445 \\ I I I / \, -1_ row II �/ \ x / / � I N (N - 95%MUST COMPACTED FlLL / ¢a \\ �m-\ STORM SEWERCSTRUCTOURES / DESIGN kSPEED \ \ \ PIPES IN FILL I APPROX. LOCATIO OF \ \ EX It' FORCE IN I \ \ / r / z W 84 m L=80.17 i0 N D=24" RCP CLASS 111 440 m n cn o m m m w cc m c0 c0 n m n co n 00 0D cn UO ao ,_, 0 in N 0 ^ N A N h O O �p M - �p O �p U1 7 W w O N C. O tp co C. M. n T O N M -0 O T M O z \ FINISHED GRADE of M of 00 _ N �i cn ,� 06 r, o o vi N ,) M co I, N 00 a; M 0) 00 v 00 ,� 00 00 I: CO m of a c EX 10" D.l. \ \\✓/ WITH MIDDLE ENTRANCE PLAN co n o n n a N N 00 0i 0i 00 0i n v n n n CO m 00 au a v \ I n SANITARY �„ d^, v v a a a a v v v V 23\ \ \ \ / 435 .. I I I I I I I I I I I 100 150 150 100 150 100 \ - \ \ 18150 19+00 19150 +00 +50 24 STORM 33-BMP N V tp N h N 0i 0j 0j a t; eo 0j r� N cy p 0i of ro K co 6 h - \ 100YR BACKWATER ELEV: 424.79 V � � � � `� � � � h � h � � \ SEE R BUILT CULVERT ANALYSIS / \ \ REPORT,ON SHEET C-4 / Q O O O O O O io000100000001 1 9+50 10 00 10 50 11+00 11+50 12 00 12 50 13 00 13150 1 0 STORM 31-EX15 465 n C-4 ODw 465 m N 1 IF A Q \ ) - M N n N N 0 w 0 n N o Od w n n + a a't F! N N 0o a w o� z z m o- a a 10 N O O II 480 nor of <a- j N +�+Z? 460 _ rnLO N �rzzz w ��z-o J¢ n 110 FO�z� ~ HOj < In InH�-Z Z_ Q J N Vl ~ w J (n 7 O COUNTERSINK PIPE(S) A MINIMUM OF SIX (6) INCHES BELOW - - EXlS77NG STREAM BED EXCEPT WHERE CULVERTS ARE LOCATED DOUBLE ON BEDROCK OR ON SLOPES 5Z 10'x6' CULVERT OR GREATER THEY DO NOT RCP PER VDOT REQUIRE TO BE COUNTERSUNK. BOX CULVERT DETAIL M N pmj L) cc pLO Mp y N N N En O LO N n W m L M m W O O 0, 00 N O m b M N 455 o 3 3 a 0n In-' 455 v v a v a a v LO N a a v a v `� v v a m O m c0aa �i~ I I I I I I I I I I n +aII a z Z o 14+-00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 3.5' MIN w II - - a �o �� w V) V)�ZZZ 450 12 D.I. V) 00 450 W/L �0M 12" MIN X`� +av LO �a II +z j 32 \ ��z L=68.0n I I \ 445 S=0.50% 445 D=15" RCP CLASS III D-ITs"S;4gs II \\ 95% COMPACTED FILL MUST BE PLACED BELOW TASS/// \\ STORM SEWER STRUCTURES / 440 & PIPES IN FILL / - I �:� 440 L� � / E12E LF E74� / L=32.63 L=22.17 435 / S=9.90% S=0.507 435 / D=30" RCP CLASS III D=30" RCP CLASS III / 430 I I I I I 430 9+50 10+00 11+00 11+86 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: 1 " = 5' 480 v O n n O N n O 475 Lq O ED LO M Oq W) 0 to O Cn -t cq STORM 23-25 M +�0 "oa-� rn�p n II -O I �oZ dajj �zz cp N V) ~ v~icq 470 a 470 470 N p cq 11� LO 0-� II cy 0 U') Ilj rn00LO N a�0 465 } °� p j j 0 465 465 3.5' MIN n W�O VI (n N II of a � O z < cn V) F 12"D.I. W/L F _ r W MIN 6 r 460 p3 03 460 460 34 L=52.32 S=1.27% D-15" RCP CLASS III 3.5' MIN 1WA I 455 455 455 12" MIN \ -y \ \ 24 \\ L=57.52 95% COMPACTED FILL 450 S=0.50% 450 450 MUST BE PLACED BELOW \ D=15" RCP CLASS III STORM SEWER \ & PIPES IN STRUCTURES FILL SANITARY \\\ O\�5�\�9s, SEWER I � / A 6' o \ / C'I/ 445 445 445 \\ / 95% COMPACTED FILL // MUST BE PLACED BELOW \ / STORM SEWER STRUCTURES & PIPES IN FILL 440 \ 435 \ \ 430 9+50 10+00 440 440 435 435 M 1000 n 't N n Mnn LO 0�� OD "t M Z -,*ZO II-- HOj V) 0Fzzz i 00 n \ a o \ 00n n Paz V) v)m \r BMP4 38 L=16.31 S=0.98% D=15" RCP CLASS III 1 TF+�05 30 4,309+150 10 00 11 100 I 12 00 I 1j1+8 0 LO CQ r n GO O `J � U Z �r- i - M COO C\2 I+ 00 0 W � U CW �COO4 � Z V 0 O 0 Zrn W ��A w O Cc 0 tii.� N W I- T�-" -J' Ld� 0 V c 1^^a4 't U O N L) O 4 c a 2 U 0 0 0n d o O ZD u Q 3 c 0 E 0 0n c LTH OF ` c c C U y � BRIAN C. M CHELL o C. No. 035724 1111212020 FFSS/ONALEN o. N c d c C 0 U C v1 ~'� o c ~ 3 ti 0 q o [1 0 '�1 O o c 0 0 Q �1 C REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS a DATE °' r 04-27-2016 N SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEET # C - 7 L r 55 1 530 1 525 1 520 515 510 1 505 1 500 1 495 I I I _ I 1 AA�c, AAPI-I AA7x, AAPI-I DESIGN SPEED i u W z 10 0 O 490 Nv 1 m HIGH PT STA: 20+00.00 (0v 00 HIGH PT ELEV: 474.66 I r .. 00� PVI STA:19+25.00 PVI ELEV: 473.16 U1 u N o K: 30.59 1 m N 00, + 0o v 485 LVC:15o.00 o N't Z px II-/ I r:M 1 475 It N N +LO a wn7 00 M O U m d mLn 1 i m r a + H LOa0 w 11 1 17 f II -O i cn N�zz LO a m o !� N PO ro LC~ M '2 II O a; N V) Z 3.5' LOW PT STA: 21+50.00 LOW PT ELEV: 477.66 PVI STA:22+25.00 PVI ELEV:479.16 K: 34.19 LVC:150.00 a m m 0 M m00 won a a < 0 + am^o v + am^d I� N µ Z N't 0 II II �o> utHZ ZZN (n�z CROSSCREEK DRIVE 25 MPH DESIGN SPEED MINIMUM CREST K VALUE: 12 MINIMUM SAG K VALUE: 26 MINIMUM SSD: 155 FT FO HIGH PT STA: 25+00.00 HIGH PT ELEV: 493.38 PVI STA:24+25.00 PVI ELEV:491.94 K: 33.65 LVC:150.00 N m 0 mo N 00 +06 it N Z o n- �o V) (n�zz OF \ 1 0 00 m N_ 0 N O 0 00 a m + ia� II II N ,tZ_zp II H o Z > > U1�-zz v o� + ui N � da \ t (n HIGH PT STA: 30+00.00 HIGH PT ELEV: 519.81 PVI STA:29+50.00 m O / / to PVI ELEV:518.81 0- K:12.05 - t0 LVC:100.00 F 11 O O N(n Zp o+m 0 m N lal rn a=o O 0?.t� OONp 0+-- �V HO» Vl U1HZZ / +0; Um n LO 0) Uw m I 0 > w / FOz» / / V) (n�zzz ' LOW PT STA: 26+25.00 �z•08 LOW PT ELEV: 495.80 200% / PVI STA:27+50.00 HEIGHT OF PVI ELEV:498.21 OBJECT 3.5' K: 29.87 / LVC: 250.00 / om / 00 LO , �o� r, rl + / NON 00 / ' SANITARY p M Cogrn w SEWER it n 4 II ICI � 00 N�z w '�� m ao� 00 / K)i zO S,D r / 0i m / 17 m �0Z» �� n (n Z Z o ++ / 00 r0n N / N / / (A N M / // w 't�a a w OO O Q o 0 'CF�J�� -/ z T m �O> y�Q m z0>x V) In H z U1� / x U'• w b W w N y Ob $10. / v �6 Gv / IT - i ,5 I 3.5' / 0%_ 95% COMPACTED FILL MUST BE PLACED BELOW 3.5' MIN STORM SEWER / - STRUCTURES & PIPES IN FILL i v nc I 3.5 w ' U \ - in w o it L 22,914% 111\ cd U co > CL 0 24 SRCP ASS C-4 4 04 W Z F per 10 j= 0w NCOE / Do2 m m (n m m O L N O m O N 0 m N M1 O 0) m n n n ^ m 00 O N M O (O M O O O M O O O co (0 co N 0 M m h N N O u1 O •- M 00 m d' •. N M N O N M 01 M m O 01 O N M 0 O co N M a •. O h N Z (0 1n i� ^ 00 Oj M O (V 01 m pj O M Oi Mj 0) O a O N uj N (n M d' n a 0p h of M M N N 4 W (0 O 0j O M Y d' O N 0) 0) W M Ih N '^ - N. M m W 00 m �v co 00 M 01 p1 01 01 O 01 CO 01 00 01 O 01 z 01 O 01 �a O 01 M 01 O W a O 0> M O M p M O O p M 0 O p �L O O O O �� N �a �a �a �� It as �a �a �a �a va �'t � t �a �v �m �,n vm �,n �m �� In �In W 470 N m Ln / 27100 I 27150 I 28100 I 28150 I 29100 I 29150 I 30100 I 30150 I 31+00 31+50 It I I I I L=80o N 23�50 24�00 24�50 25�00 25�50 26�00 26�50 +a +o �� // / SRCP CLASS 111 1•1 �a� m *z0 90� / / w z D=24" N II O N II -O 6• / /J FCL O> �EL 0zz / m 465 V)U1z m n�zz>0> HEIGHT OF X OBJECT 3.5' 15" CLEARANCE // r,_�' / 000 \ mw 22%0F W/L BE 1 Q6jNSULATED OVER 1 / CULVERT/(5' TO / EITHI R SIDE) 460 I / / / / / / I / 1 455 ' 8'x8' CULVER (PDESTRI TUNNEL SANITARY / / SEWER / / 24" STEEL CLASS III / / CASING CTED FILL ' .ACED BELOW -R STRUCTURES FILL / O N N W O O M O 0I O O 00 N O m N m N 0 N N N (9 �O O 0 M'� •- �t0 O ko 00 O N O p O.� O M M N 0^j O N m [� Oj f� O O d' I.1 QJ M O OJ ^ M 01 06 N N n pj 00 � O O ((i uj M (0 L6 ,p N (` Oi ^ N m M Oi co of R V' N N N 07 N N (0 M co I M V I e^ N O u1 O N O O N N N I� N N IN N N I� N 00 n 00 M r 00 m 00 00 00 V^ cl' 7 V r a V N [M d' n [M V N [M V N [M V r [M V [M V m [M 16I50 I 17I00 I 17I50 I 18I00 18I50 19I00 19I50 20+00 20+50 21100 21150 22+00 22+50 23+00 LEGEND FINISHED GRADE AT CIL EXIST GROUND AT C/L EXIST GROUND 50' RT OF C/L EXIST GROUND 50' LT OF C/L SCALE: HORIZONTAL: > " = 50' VER TICAL: 1 " = 5' STORM 79-111 510 STORM 93-113 STORM 109-77 STORM 1.,07-75 505 cli495 0 - 510 0 530 r, 0 0 00 N O N O 01 <iii m m O 00000 K) 00 0^ N OaLn O OmOm� as -N (O 0 Om��H 0(O t�aF tH 0 O Mm0 �N� ^ �iAZZp M N O 0� z 0 0 r O m a N-t + O F � 0> 1 1 0. o 490 m 500 � d;;; ¢ 505 00 mt01 II M 007) +06 aF o =v1p 525 m NFzzz aLO II +1i F �N \ mr �> ~ ~zzz v1 v)z UI Uf--- Oo1 II III II r 0 ltzZ QO_ ^ n m- II I o N(n Zp N,= O H II OZ II- Zzz \ N0�1'7t M N (n 012 -- (n V)HZZ \ mNN 0 4,t \ 485 LO If - 0 + F 495 \ 500 \ 520 o> ONE Z�z� `* 0 \ \ m (nir \ x Fa> 3.5' MIN \ 3.5' MIN 3.5' MIN \\ m mz \ \ \•q., \ \ D.I. W/L \ WA 8"D/.�I. 480 \ 490 12" "N 495 12" MIN 515 12'WFAIN / \ \ \\ 112 L= 40.28 \ / \00 108 / 3.5' MIN "RCP CLASS III \\ J 5=0.50% / 475 81N� 485 D 490 10 510 �\ p=1 RCP CLASS III / \ L= 48.36 / 12" MIN \ S=0.50% \ )SANITARY D=15" RCP CLASS III \ / SEWER \ 95% COMPACTED FILL 95% COMPACTED FILL � � � / / 470 114 L=43.22 MUST BE PLACED BELOW MUST BE PLACED BELOW 505 95% COMPACTED FILL 5=0.50% 480 STORM SEWER STRUCTURES 485 STORM SEWER STRUCTURES MUST BE PLACED BELOW CLASS III & PIPES IN FILL &PIPES IN FILL STORM SEWER STRUCTURES D=15" RCP & PIPES IN FILL 4659+150 I 47 48 I 50 I 10j00 1018, 9+I50 10 I00 10 I 9+I50 10 I00 10 I91 9 I50 10 I00 1019, 0 LO C CC)r n r- O dl U V Z �i 02 co .14 C\2 00 O W "0 CW ��LU Z_ �°� rn v N V 0> � Z �ba W .1 1 w U O W LO rD�1 0�-j4 Cz 0 U 0 la4 [� rr0 N V O �y C \ a o 0 4 c E (D rn K41" pLTHOF O O U y � BRIAN C, M CHELL o Lic, No. 035724 11/12/2020 FFSS/ONALEN o N c d c C O U c r^ .3 vl r �j o ~ 3 0 q N q O 0 [1 0 �1 O o c 0 0 CL O T/l N rn REVISIONS DATE ITEM w 10107116 PER COMMENTS (D 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS aN 08127119 PER COMMENTS o 0713112020 PER O WNER ~_ 11 12 2020 PER COMMENTS 0 d 0_ O a DATE °' 04-27-2016 SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY v BCM / JLS L CHECKED BY -o c 0 PRO).# 20150290 .3 0 SHEET # C - 7A L CLIFFSTONE BOULEVARD 35 MPH DESIGN SPEED 510 MINIMUM CREST K VALUE: 29 HIGH PT STA: 28+97.61 MINIMUM SAG K VALUE: 49 HIGH.85 PTAL29+ O O o 08 MINIMUM SSD: 250 FT PM ELEV:490.76 I I Z.00 ROUNDABOUT 1 K:38.15 U U 505 m `b LOW PT STA: 25+79.46 LVC:250.00 HIGH PT STA: 22+42.52 z LOW PT ELEV: 483.71 0 HIGH PT ELEV: 487.78 o uO PVI STA:26+00.00 o n o c0 PVI STA: 21+78.66 U rn � o PVI ELEV: 0 m P.I. CLIFFSTONE BLVD STA: 29+15.39 L6 L PVI ELEV: 489.49 N o 00 K:49.66 + &THICKET RUN DRIVE STA: 10+00 w K: 53.84 rn °MD + N a + NCO LVC: 200.00 N Iy1 0+ M Iy1 Z LVC: 300.00 n M Io N IDn OM O� U O - 500 D o In 0 Um UW CC) In +Ipm� v II NN 000 O00 m N N W NCO +� M rn MaO III N�Zp pppSWI� Ija N41 N r NW N^04 O� M NW FIL II - H» J> m- U VI> V O -t c; U W Nn a0 10 N OY (~O 0 w N V)zz O Zy >m nn > m MO � mn 0 N U 0 0 V)M -�rnmC't� A 00 0 04li rn n~ un Nao \ 't 0w to495 mm �v Z 0) Z)NN N� f/ ~0z (/ 11O O DcLN T tO fO O Cdnr n: 11 U ao ��--�� -- \ -\ ��ZZ En I~nHZZ \ (pp Oa7 \\� N n zzpo r OD N�zo �� HEIGHT OFHEIGHT �_�\ �BdEC�T\.5' F \\ \ V) V) o z 490 // o j j v~ a 0 z z a m daoi LO.S. __ EYE 3.5' // In In�-zz ---FUTURE ROD GRADE In In�zZ � +M� II \ ____- \\ \\ \ M LOW PT STA: 35+86.87 LOW PT ELEV: . HEI T OF Nvzp I \ L \ rn P.I. CLIFFSTONE BLVD STA: 33+02.46 8.66 PVI STA: 35+78.66 PVl ELEV:464.00 GRADE -1.609, ~p» -- 243% \ OS 3gD, � \ rn � & PRIVATE ENTRANCE RIGHT -IN RIGHT -IT) � � K:50.47 485 PROPOSED 3.5' MIN \ _ +rF LVC:400.00 IIA - \� nao II o ID In ION P.I. CLIFFSTONE BLVC - \ > °n°n & PRIVATE ENTRAP _ M co OBJEC 5' \ 04 \ GLj m 04- 480 12"MI w 5105 7?, �q, l ?9 \ G. m O.S n c0 LO to a ID m a 4a6 tC4 m0 a m r 188 w c5 xU �/. W A 39p• n L=169.69 < N iv �RL/ HEIGHT 0 \\ n v+i II a0 iv 190 5=0.95% uo j EYE 3.5' HEK T OF N M It z 0 I- L=52.10 p=15" RCP CLASS III x O�J RT 3.5' F o I° CLASS gP, C III a N \\ In In � z z 475 p=t5" RCP �o� \ HEIGHT OFj o r 3.5' MIN \\\ OBJECT 3.F 1 � 9 ap Z ?g n n�- 470 D�30" S 4. p sS RCp \ \ HEIGHT OF rn ' C9 EYE 3.5' i W 465 a0 j N N L, 126 Da3p" S 3007 450 RCP CLASS .. ��' /// W Z \ \ N, 128 ° \ 12. =I-00 455, �" � �\ �Iyy P CLAS III \I- ,\ \ m N N \ \ \ 4so I \. NWC rn00 Nm OInD I'1 mrnN.IMO O ID m IO m n i� b IM[1 O rn O iII101 O NO InO O M rn i b Om O i O InN IO Co OO C.- iN P CD i i0 R rn M P O P P n O n m m O In In O In N ID O N D rn ID m C\iLr;CC)^ ICO V j h NId Id N h h j R cry j CV f of of of Id uj (\j rn M I��O n ID n n 0! n N-n a n O n riPP rn � r, OQOuIO r, 00 v% p 00 Ip 0 h00 CDm Vzum m 00 ZT ZT m Vm N 0 40 m 0 N N (OOA A [D B � � � �B It �a � aPItal-tq-t �q--t coI-�-�A a a J00 1 21150 I 22100 I 22150 1 23100 23150 i 24100 24+50 i 25+00 25+50 26+00 i 26+50 i 27+00 1 27+50 i 28+00 28+50 29+00 i 29+50 i 30+00 30+50 i 31100 31150 32+00 i 32+50 I 33100 1 33150 I 34100 I 3+0 1 35+00 I 35+50 36+nn00 pRRR STORM 189-195 STORM 185-187 500 500 500 STORM 117-123 STORM 129-125 500 500 490 490 N m N D ___m - C0� O N N N qm O- OM N O04 N O 495 //�M °)N ao- 495 /----- 495 NI. 00 N� Nn 04n D OD / �a �n �m 0) / N IMD N rn n / ID m M IMO 0 M O 00 n n ID adnlp� adnl:t In mad // m m 495 '">Mo� M o� r`ilDacir- r 0 495 485 ornlooi� // 485 O / In Inn 11 In In n O N n / ID I� m W I 17 (5 / 0) olri // n N�z� n+iamo I1 oo�a N �ORR n +m zx-/ a'mm II +I:'t +�It In +nav~ �/ o IrnD rn < nrnn rnn In�(DID _ _ o _ �k rn aD II M m II y 7 O m Nvz +ID j o 00 mr, / -� ¢a o +�z0 \ .. II o II 0 N /Ir M� II aM1C)� / I O rn Sao II rn W rnn / II rn O II N N.t Z_0 N_ �QZO �zyp rn MNn / FO>j ¢ajj 00 N 1 MLn �rn� i� zz FO>O N 62�zz N NrZZ VI VIH--- N r,O 490 n a+cli lam In V) K U) U) .oj> 490 ornNir u)q 490 a U))�zZ II �ojj aojj �ozzz ° o+�� rn -�zp / In In;2 L O+00) It rl 0azp In U) ZZ \ zw II j I¢- o > > ¢ a d a - 490 \ 490 480 > (n ? 480 N V)F zz/ H FOZZ� HOZZ \ �� / U) J U m 485 // 3.5' MIN 485VM 485 3.5' MIN \\ / 485 3.5' MIN _ 485 3.5' MIN W� 8N� \ \ 475 475 12"D.I. / 12" MIN WA \\ 1W�I. 480 480480 12" MIN \\ 12" MIN / 480 118 \ 480 470 �- 470 .01 L-44.004L=53.37 -_ 190 5=0.50% S=1.00% 130 192 L=52.10 D=15" 122 L=56.09 L=43.44 S=1.52% III D-15" RCP CLASS III RCP CLASS L=56.03 475 S=1.52% 1C1 RCP CLASS475 475 S=0.617 =15"SRCP SCLASS III 12" MINrSANITARY 15„ RCP CLP@A S=0.99% D=24" RCP CLASS III SANITAR475 D=24" RCP CLASS III 475 SEWER 465 465 S=0.93% 470 D=18" RCP CLASS III 470 470 4709+150 10 100 11 100 I 11 198 70 46 9+I50 10100 10156 60 4659+I50 10100 i 11 I00 i 12100 i 12J 46 9+I75 110 i 10+81 65 LEGEND FINISHED GRADE AT CIL - - - - - - - - - - - EXIST GROUND AT CIL EXIST GROUND 50' RT OF CIL EXIST GROUND 50' LT OF CIL SCALE: HORIZONTAL: > )1 -50' VERTICAL: 1 " = 5' 0 LO CQ r n ao 0 V 1114 U Z - co c0Q co C\2 Op 0 Lu tv ' C.) C W COO r n v r�M V 0 O Z �bo W rl Qi OLu O N r Cc )) g cd 0 O N O L) a 2 U 0 0 rn d o O 2 Q a Z N n Q �3 c E Q (n ��EpLTH OF ` c c C O O U y � BRIAN C, M CHELL o Lic, No. 035724 1111212020 0 FFSS/ONALEN o. C d N C O U c 3 v l..1 0 Q 3 ~ 3 WN ll q� 0 r q O 0.1CL O o c 0 0 CL C O 1 i/ �i REVISIONS �DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS a DATE °' r 04-27-2016 N SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N BY v LED / JLS L CHECKED BY o c a PROJ.# .3 20150290 0 SHEET # C-7B L l i l C L I F F S T O N E BOULEVARD HIGH PT STA: 40+76.77 495 HIGH PT ELEV• 47909 ROUNDABOUT 2 1490 1485 1480 I 475 470 1465 OW OF 3.5' 35 MPH DESIGN SPEED P.I. CLIFFSTONE BLVD STA: 38+03.72 P 4Lrv,0+25.00 MINIMUM CREST K VALUE: 29 & PRIVATE ENTRANCES (FULL) / PVI E:53.180.96 VI-E K:530. LVC: 300.00 MINIMUM SAG K VALUE: 49 70 MINIMUM SSD: 250 FT LO �� co O00 ^a __ _-----__ \ LOW PT STA: 35+86.87 "' v /N \ o m of \ � � LOW PT ELEV. 467.96 Gi > °n / °i rn N "� i°'t &i w PVI STA: 35+78.66 PVI ELEV:464.00 / > j / m O o ui m /^ " oo t oM +00 w ° o\ / _ _ 00 vazp K:50.47 N �oa1p II Mn °. a°po`r° LVC:400.00 m II j �/ o . II <il �� UROZZ HEIGHT OF EYE 3.5' N O 00 L.O.S. 390' LOo a mm MN�LO + r, M!9O M �N�� II "i N O I,:OY ~0z +r�aoIl N N~- 't � II II 0, M�ZZzO (N N(,n Fzz_- Maz o O O 'ml,"* OMNc \� moozz m� za (00 m� I / LL]�� II +L6 Z_zz m w II aaZ0 Vl V) 0 + m u ~\\ \ ym �� / _- n� II- \ 0) z =U MU / HO 0 UIHzz » \ .O (n 390 \ -- \ HEIGHI\OF -Of v S, \ OBJECT �.5' \ / 3.5' MIN -7.85% \ 12" D.I. WATERLINE / HEIGHT OF / EYE 00 / 3' a \ / y1 S5 QX HIGH PT STA: 43+25.00 HIGH PT ELEV., 475.41 PVI STA:43+75.00 PVI ELEV:474.49 K: 33.90 LVC:100.00 LOW PT STA: 45+75.00 LOW PT ELEV. 465.74 PVI STA:45+25.00 PVI ELEV:467.29 K: 58.82 LVC:100.00 a v N N Q O N o N 00 a v + II +6-t a 0 M �a Z0 H z Ho» ZZ c N Nr 0 Z w / \\ \ / 90 L=166.38 \ 24" STEEL CASING L=133.39 p=30" RCP CLASS 111 o 8" S ITARY \ / 5=1.00% D=30" RCP CLASS III N a a EWER \ \ / `31D� 4 00 \ / f \ \ O ° / / ROAD GR \ i 10 / 440 Sr j.4 9 77 \ 2 34% \\\ \ \ 0" 009,� / ¢ CLp 5 a m 460 RCP WLASztO � D- '/RCP \ \\cl N�\ 128 °D fD>x 95% COMPACTFILL L-112.4 x c:i xW \ MUST BE PLAC D BEL0> x\ 1.00% / N N N• STORM SEWER STRUCTi ESN\�3PCLAS��re� \455 m w&PIPES IN FlLL 95% COMPACTED FILL x c7 \ MUST BE PLACED ELOW / \ N N \ \ STORM SEWER ST ICTURES/ \ / 450 ^ ^ \ &PIPES IN FILL / ) -- /10" SANITARY I / \ / SEWER EEL 445 \ / 24" ST A$ING / �\ / / ,n I 0D "IvO I � 0 j N't M •- t0 rn0 rnv Mv nj Nv -v m -v a0 n ^aM m o MCO Vu- - - \ N IR 00 K L6 Vjvoj r m N �ti a6 v r, n r ^vW m v1a I v a I It a a I a a I I I I 435 \/ �0 41{50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 � 45+50 46+00 46+50 47+00 It M O N O O O O I� n O M N 1n 0� t0 t0 t0 O rn p0 N µ M m 480 NO O 480 .-N c OD rnN N I� hM M O W u1 m O� m M c I� co N Mm O �O O't v �-M m 17 �N M rnm e- �� vm r� O rn0 N p u>m m 00 pj n i7 O n b Of c0 h o 0 h W h co a0 h r, y r p 000 v M v Oi h cn N O 0^ wi N m M N 4 L6 N o t0 ^ m W m OD m m n , P 0i 06 W 4i 0i r P m N ow M 7 N < R < R Y R < V R P( R 10 P V a P R 00 P R P I� R P� V P� R P R C I, P a P f, a R a Il R Il Y P^ fh N NLqa II 00 I I I I I I I I I I I I I I I I STORM 41-BMP4 MN�Z= v O N N ° 50 34 00 34 50 35 00 35 50 36 00 36 50 37 00 37 50 38 00 38 50 39 00 39 50 40 00 40 50 41 00 4- o >; >� 00 p STORM 115 =93 490 / / / / a/ N 07' 485 m m gO O t00 LnaAd r,:a co {rn{� M �ZZO N�Il m II H» a = II NNoz-ZZ 480 / + to 0 Or~ O II ° om fr <No� / N> N HZ zi / C-) m 475 3.5' MIN 12"D.I. WA 470 12" MIN 1t6 L=56.12 465 S=0.50% D=15" RCP CLASS III 460 475 am N N~ c+v0)~ 475 m m0i O co Zm N y�Z gLO ZH STORM 87-89 +M11 w 11 O II - ° p; N w O 490 495 495 470 V) N� z z Mo o m 470 3.5' MIN m m 12"D.I. 485 490 0 00 / / 490 465 ° rn W/L 46503 m M M 't M 't N w O M oOO OOM 00 OMMIt N't �oaall as � a z � ±IL =�zz0 cn Ins? daj» N U) C-428 P4 S= 455 I I I 455 46435 D=150 I I I 460 " RCP CLASS III 9+50 10 00 11+00 9+50 10 00 11+00 9+50 10+00 11+00 mn M 000 tm0 H NNma// �N 0) H co 'tZ0 480 485 m y? o a > > 485 460 • moo» (n Nrzz / w0 475 480 / m 480 455 U / 3.5' MIN 470 475 120D.I. 475 450 W/L 12" MIN 465 470 �- 470 445 88 L=56.64 5=1.00% D=30" RCP CLASS III 460 465 465 440 �o 1 " m 0. �0N ± Ln 11 7 42 ItZ C)L=55.98 a o S=0.50% N z z D=15' RCP CLASS III 44 L=40.30 S=6.01 % D=15" RCP CLAS Ilf Ile / \ I SANITA '( / \ SEW 95% COMPACTED FILL MUST BE PLACED BELOW 46 STORM SEWER STRUCTURES L=48.70 & PIPES IN FILL S=6.00% D=15" RCP CLASS III 12+00 a -if 455 450 445 440 435 1348�08 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: 1 " = 5' 0 LO C r n GO O `J � C)Z C� 14 M �co ce)O 0 C\2 0 0 W U U CLt CO �U Z r_n b N V 0 o O .""I c Z �bo W w 0 4-4 � A U O N LWLO r M��' a3 U c) la4 rr0 N V Q O a ° U O 0 rn d o O 2 a °' � w Q 3 c E 0 rn LTH Oc ` c c �/� C U y � BRIAN C, M CHELL o Lic, No. 035724 1111212020 o FSSIONAI- `o N c d c C O U C L o r Q 3 ~ 3 0 q ° q O CL O ° ° 0 C O T/l N rn N REVISIONS rDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER 11 12 2020 PER COMMENTS d 01 c w (D V) 0 0 c 3 H 0 0 d 0_ 0 a DATE r 04-27-2016 N SCALE AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o N DESIGNED BY v BCM / JLS L CHECKED BY ° c ° PROJ.# .3 20150290 0 SHEET # ° C - 7C L VJZ �W �W Z �W OW L 0 LO CQ CC) O U co �i C\2 00 O co U c� Ow I A U ►n00 U �, �c a Uy O M L) rl a BRIAN C, MIfrCHELI Lic, No. 035724 A 1111212020 c O 2 Y Cn Q co 0 40 1 III REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS (D V) a DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEE=#� C— 1 545 1 540 1 535 1 530 525 i 1 520 1 515 HIGH PT STA: 25+52.25 HIGH PT ELEV: 528.26 PVI STA:25+75.00 PVI ELEV:529.51 K: 20.41 LVC:150.00 N > - - - M. - U m > _ - HEIGHT OF _OBJECT 3.E / I / _ IGHT OF / OBJECT 3.5' r/ Wp�RV" z THICKET RUN PACE 25 MPH DESIGN SPEED HIGH PT STA: 32+49.35 LOW PT STA: 28+33.60 MINIMUM CREST K VALUE: 12 HIGH PT ELEV: 533.74 LOW PT ELEV: 520.32 MINIMUM SAG K VALUE: 26 PVI STA:33+00.00 PVI ELEV:535.25 PVI STA:28+50.00 PM ELEV: MINIMUM SSD: 155 FT z0000 K: 27.69 LVc LVC: 300.00 000 HIGH PT STA: 31+25.00 o,N� Oo� HIGH PT ELEV: 531.75 +n Lo 0 N PVI STA:31+00.00 N a PVI ELEV: 531.25 M Lli M w K:12.61 > Flo ;,0 LVC:50.00 m O) ^� NM ++� N \ 10- QQ M4 MN� II (n vr) �> N> HEIGHT F _ \ i OD (N v� jm jw OBJEC :fr---- M m - - N �Ozz� zY o 5 2S0 - �' 2.00 \` o �`'' no �•� -'� `` DIt M N r U 0D + 4 I ^010 Yfn O/ �42 NLO20 af j n jY OON r U) Fa / \ OS 2f n N+0 -� O NVNiZo \\ vl Nrzz / m w m < N \ / w \ \ HEIGHT OF o_ \ \ EYE 3.5' / \ / a 3.5' MIN / O L0 rn N M \Lo n +o� �\ \ InLO MO v _ \\ O In O �rn \\ 1Y II ~OZ N 7 \ rn rn r _ � , 00 OM00 m +rn� II n r \ \ t00 OON O O II MNZp II- \ \ LO M - II +6U r m <o» \\ 0 Npzz F \\ MYDZD z \\ <p» m vi V)) z z in m N . x t9 o \ 't w o m k \ no m f0 li N q \\ O 00 � f0 00 �MLO O Oj \ Ln nLOZ \ to II-O I\ \ \ eoiol-i \ 95% COMPACTER FILL MUST BE PLACED BELOW /;. > v�u/ L=52.49 O/ S=4.00% \ \ U) \ < a NOzz STORM SEWER STRUCTURES _ _ _ - m 00 OD D=15" RCP CLASS III & PIPES IN FILL / \ \ \ \2 SANITARY/ 510 SASEL=40.52 SEWER 52S=1.04% < P CLASS IS \ \ \\ L=99.42 \ D=15" RCP CLASS III \ 505 w z x w a \ 500 CO 1-i 0D N \ - \ 1 495 I I, N O) M b M I� �O .- n N r T co Of O r. OD M b r. O O O N n .- N M .I a I� r. N M O .- M I� M b b O .- N .- 0D b i0 O Qi .- 00 0o n r t0 b n O ,O b r In N i0 10 Q O •- 1� b O -4 b N OD In rn a �1 N O b O) O i0 � a 00 � f0 a M O -at 00 _ p N v� M tp so µ O O v cU uj 6 N In h m u6 O^ O 0D O N m O 00 O^ r h N O <O O L6 M of � N p N c') O O Z O h O M �') O M O Mr r N M h M O N h rn O h 0 N 0 Ol N N O N R N N ro n c M N V N R v M R v M tj N N N N N �0 N c O N O Dj 06 Ri n 0 O b 6 R O N 0� M O 06 O 0m N 0� h �d LO rn 00 M .= M M cU 16 b m Di N vNi N v% Di N vNi N b N fn' N uN> N h N b N vNi N M N b N h N b N h N b N iNn N vNj N uNi N vNi N h N �n N h N �n N h N h N h N vNi N uNi N 2 N 2 N h N 2 n h M 2 M h M h M vNi M h M vNi M u1 h M vNi M h M vNj M h N h N h N h N h N 2 N h � � N � L6 b N h 2 2 2 LO L!] If1 i0 N N LO In i0 N N LL] 11') N N I° In L N L N LO N LO If1 0 N 0 N LO n 1(1 In V) 0 � � 1n � 23100 I 23150 I 24100 I 24150 I 25100 I 25+50 I 26t00 I 26+50 I 27t00 I 27t50 I 28t00 I 28t50 I 29t00 I 29+50 I JOG I 30t50 I 31100 1 31I50 1 32t00 1 32t50 1 33+00 I I I 33+50 1 34+00 I 1 34+50 ILO 1 35+00 I� 1 35+50 1 36+00 I 36+50 I 37+00 I 37 STORM 103-107 STORM 71-75 STORM 49-.51 STORM 53-57 535 oa 535 540 540 535 535 530 0 \ N a m O L \ +Nr a0 N N M \ LO O 0 m co 530 535 535 530 0 ' o m 530 525 11 ¢a j OZ 0 rn� o o°°i° tea, cli L 00 N \ LO p OO ONr 7 N �n \ O O+NZO nL _ +0), \ II _O rn t 04 a- 0- r r0Z LO D_ <Q- II Vl rnr- 'n 0 \ +Oiz M 11- 525 `A rn r o N n z 525 530 N 530 525 ao 525 520 \ -» W (noM z FfnrII O?? N ^� [O K fn OH M r+( \ 01N0 ^ Lq <oN NCV� corn � --U�- I10 Qa j +O,[Ir W :;: M 2 J 3.5, N rn�? '"� o2z0 O oi00 Nu] r a 520 520 525 ^ f II - f n n 525 520 rr- 520 515 8"D.I. SANITARY W/L SEWER MIN 1 515 0`�S+ S 4 .49 515 RC4 o0g CLISS \ 106 L=53.14 \ S=4.01 % 510 D=15" RCP CLASS III \� 510 SANITARY 95% COMPACTED FILL SEWE)Y\ MUST BE PLACED BELOW \ STORM SEWER STRUCTURES \ 505 I& PIPE IN FILL 505 9+75 10 00 11+00 11+27 LEGEND FINISHED GRADE AT C/L - - - - - - - - - - - EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: I " = 50' VERTICAL: > " = 5' \\ z wQajj z ^ +rn II 110 �Inz ZO � in (ni- \ r Y HOB» ZZ U NW EL 520 \\ 520 \ 3.5' MIN SANITARY 8"D.I. SEWER I W/L 515 \ 34" 515 P72 L=40.52 \ 510 S-1.041- \ 510 D=15" RCP CLASS 11174 L=56.55 N, \ S=1.01% \ D=15" RCP CLASS III \ \ 505 505 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 500 I 1 1500 9+75 10 00 11+00 11+44 3.5' MIN W 12" MIN 515 50 Li L=42.55 SANITARY S=0.49% SEWER 510 D=15" RCP CLASS III 00 / U / 515 510 LO W,t LO O'° / 0 in io O / 0 W 0 1 / O N <O c 0LnaM II / C)u0izzd/ II -- 1r � Q- 510 505 N 0r�? 505 I I1 505 500 / 9+50 10+00 10+93 / / / 495 / 9+50 10+00 �N M M 0l1 +0°j0 II M LO M1nZ0 Lf)O 0t0 II F0-» M m n- vl v�0zz II O in N r ww Y U �a 54 L=40.00 S=4.00% D=15" RCP `=3512% cx, 111 0,15" RCP 1 11 I00 1 12I00 1 13I00 I 14I00 0 LO u) r n GO O `J � C)Z �r- i 14 C`D . U - �0 / coo C\2 00 W � U CLu ��LU Z COO ";L4 V 0� � O Z �bo W .� 1 A w U O v W 00 0 U0 p O N O L) �y c a ° U 0 0 at d o O a (/7 ZD Q c E rn pLTH Oc ` c c C O ° U y � BRIAN C, M CHELL o LiC. N0. 035724 ° 11112/2020 FFSSIONALEN o N C c C O U C v L_ 00 Q 3 rn ~ 3 0 �1 O ti q O O � c �1 O ti O C O o 0 CL �1 C 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS c 01 C w in 0 c 3 0 0 d 0_ 0 a DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY -°'° BCM / JLS L CHECKED BY -° c ° PROJ.# .3 20150290 0 SHEET # ° C - 7E L :OJJ 530 525 520 515 510 505 500 495 LOW PT STA: 10+65.15 LOW PT ELEV: 487.62 PVI STA:10+75.00 PVI ELEV:487.27 K: 7.58 LVC: 50.00 w p N 00 00 d M oo^ 7 on N(M d tn-0 - od 0Oz~ O +,OD t 0co II O Hda_p» / dZp II - (nHz dEL z z HEIGHT OF OBJECT 3.° o 0 N m to O CO 6r + N F - t 0 II O roj rn- z HIGH PT STA: 13+29.56 HIGH PT ELEV: 497.15 PM STA:13+00.00 PVI ELEV:497.62 K:17.30 LVC:100.00 THICKET RUN DRIVE 25 MPH DESIGN SPEED MINIMUM CREST K VALUE: 12 MINIMUM SAG K VALUE: 26 MINIMUM SSD: 155 FT I M a LOW PT STA: 14+57.10 o, LOW PT ELEV: 495.95 + PVI STA:14+75.00 PVI ELEV: 495.55 F < K:27.16 LVC:100.00 U 1m O o �� m� ,n a3i W o ^m o(p� O m 00 n N % `p II (p (6 II r (0 d r - u) -,to 142 tZo rODa� 1 / aoj FCOL jj / HE) LHT OF S. 225 _ EYE .5' 13.5'IN \ .. n LOW PT STA: 16+98.93 LOW PT ELEV: 497.88 PVI STA:18+25.00 PM ELEV:496.61 K: 26.02 LVC: 300.00 HIGH PT STA: 16+11.55 `O HIGH PT ELEV: 498.51 PA STA:16+00.00 rn PM ELEV:498.68 mo rn K:14.62 00 m It LVC: 50.00 + m 00 _ O m o oa 10 N m d Co 00 Co N M H p j +,*d0 +,*(n V1Fz r �U n roa LO 0U 000 ^� '-.inm I%7>"j%j> / >o +ao�� jw NNE �� 'co,_ wu m pm ZII 0 M 0M0000 adjom NZZ N R Or Oi MM +rd d4 rrmmi �II rn -d Zp V)Rzzz / / 50% / 2• 0 Ln rn� 0 N (6 Oda II aD upi zO II _o H d- (f) Y)FZZ mOD 7 "7-Lo HIGH PT STA: 20+40.0 HIGH PT ELEV: 517.27 PM STA:20+15.00 PM ELEV:516.77 K: 5.81 LVC: 50.00 O � 00O M N u)') V, mF) ��+o + mU V n 0m O NONU Ld 0��w ii D>D r N r + tO II w rro mLO Zp II - � aojj a MIN /"y,1 N4&)"6 Vypp'GQ -- 0= OY QZZO - \ K Qd II �ozz HEIGHT OF U to N ozzz OBJECT 3. 0 3.5' MIN / 142 490 _ 2.009 LJN p 144 D_18 SRCP CLASS 111 NP 0 m 146 L=103.21 of ® L-11 3- 0 D=24" RCP CLASS III w m Z m /// / N N 20 rc - D=24"SRCP CLASS 111 m w z 0 N 485 /w p<p z N U'• 0) X U' fV Y m m OO OD'ap Itox j 2 �o$ \9 W x C7 w N RGQO0pSS U\ a MOO io a 480 loe 95% COMPACTED FILL MUSY BE PLACED BELOW STQIRM SEWER STRUCTURES & 051PES IN FILL 1q0 p3 L��0b. 4.65"1" 5 \50CP CLA5 / - Z m m N N / In m / N / 475 // �' w az / 0o>> a / x�� c>_ iy � m x� w mwli SANITARY SEWER 470 / // rn r Odd u Nd Iq r Lq Nd N N O M N1 o O n N 00 m M ) O N ) 00 01 <V p m O e R V p R C\i Q m c� LO rD y hm � Q m w cj c op m 0 0 0 o $ m O m p O� m N O M to N N O Nmd NRV a Nrib 0Nm R u) d m d m d m m ddm d m d d d(m R m m a m$ a a m m dc, LOc, � Lnb, �d LO LO I I 8+50 I 9+I 00 I 9+I 50 <100 10 50 IIIII 11+00 11+50 12 00 III 12 50 13 00 13 50 III 14 00 14 50 15100 II III 15 50 16 00 16 50 17 00 17 50 18 00 III 18 50 19 00 19 50 III 20 00 20 50 I-3+00 21 00 21 50 STORM 161-143 STORM 159A-139 515 515 515 m 0 515 m O Ln m LO N 0 �----moo O M� arto 0OD� e mn!T p (p^Un r 00007 \ (m 00 II7) m oorn 510 510 510 NOF \ -LO 11 zp 510 d Q m +00 \ � <apjj m'� omrnrnd Mr•i ddF u) d O \ N NHZZ M +0 it m o N N ado �oj \ z ZO II --o n m \\ m (n Inez nmd M u)MM \ F UI mFZZZ mar \\ (�00ood w \ 505 c rn a o + a v F 505 505 0 505 \ II M 0mll Ilp �0 Q NRZ �dZzp II __ \ F_ <ojjj \ \ z (n (nl-zzz \ \ \ 3.5' MIN 500 500 500 �` 500 6"D.I. o )Sye WA 12' MIN CLASS 3.5' MIN \ 12"MIN 495 \\ 495 495 L=40\134 495 6"D.I. SANITARY 5=0.5 W/L �\ SEWER CL D=15" RCP CLASS III 12 IN 95% COMPACTED FILL \ \ MUST BE PLACED BELOW \ STORM SEWER STRUCTURES 490 162 490 490 & PIPES IN FILL I \ I 490 s=1.00� L=40.00 9+50 10100 I 11+00 11+80 D=15" RCP CLASS III 485 1 I 1 485 9+50 10 00 10 85 LEGEND FINISHED GRADE AT C/L - - - - - - - - - - - EXIST. GROUND AT C/L EXIST GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF C/L SCALE: HORIZONTAL: > " = 50' VERTICAL: 1 " = 5' �� QI rn C Ko THO^CHELL 11 BRIAN C, o C. N0. 035724 1111212020 FSS/ONAI- O N c 0) c C O U C ti ~ 0 Q 3 ~ O 3 ti w q I> N N q o 0 [1 '�1 ^ter c o o O 0 0 CL �1 c .c REVISIONS 10/07/16 PER COMMENTS a; 12/18/18 PER COMMENTS/OWNER to 05/17/19 PER COMMENTS aNi 08/27/19 PER COMMENTS o 07/31/2020 PER OWNER ~ 11 12 2020 PER COMMENTS 0 d 0 a DATE 04-27-2016 J C " SCALE AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEET # C-7F L 530 525 520 515 510 505 500 495 490 485 480 475 - /r 470 465 10+00 7 a0 r O O CO n,t oZ p o- Fz 007 , �, z STORM 65A-61 O O LOO ON O N N M N o Ooom 00 ci n r,t +;pvva II O m II II II o L2 . II - o II - -- � � o»» V) V) z YI W w K 11 I00 13- 530 525 m LO rn 0 o Lo (60 Ma w 520 Ln m II° / - 515 / / 510 505 STORM 63-57 ')TORM 63 — 57 PROFILE 520 520 515 515 U) 0 'Otoumi o o 000 o <omrn o o 0 ONpOa ONa o'°Ma II *N II 510 r oinZ_Z III 000 510 m _ao II° HO» HOB (n U)rZZZN to Hz / I / 505 / 505 500 1f— 'I 1�— 500 12 MIN 8" 64 W [L=40.00 495 495 D1 495 S=0.90% D=15" RCP CLASS III 490 490 I 1 490 9+75 10 00 10 68 STORM 67-69 485 510 510 0 r m M O N p M m o��It 480 505 0++ a z (0 505 m -U m II o FO» o O m cN V) O � � OL~ r Sao 0 475 500 w m . 1 H0z 500 � V) Wa U a 470 495 495 3.5' MIN w WA 465 490 28" / 490 / 1 / / 68 L=40.00 T/ s=0.607/ ass D=15"�tCP CrASS III 485 95% COMPACTED FILL / l MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 480 480 475 I I 1 475 9+50 10 00 10 90 CROSSCREEK PACE 535 25 MPH DESIGN SPEED MINIMUM CREST K VALUE: 12 MINIMUM SAG K VALUE: 26 MINIMUM SSD: 155 FT 530 525 520 515 510 505 \ \500 \ 495 490 0 am co N 485 FUr., -2. HIGH PT STA: 12+50.00 HIGH PT ELEV: 506.81 PVI STA:12+25.00 PVI ELEV:505.25 K: 22.76 LVC: 50.00 LOW PT STA: 10+69.17 N •• LOW PT ELEV: 495.52 PVI STA:11+00.00 N m u PVI ELEV:494.71 > > K:9.58 t v m ` LVC:100.00 O N + Es orn 7 �mD o ao m II +� aa� + n NOz U m ; W N O W to r � v p N O / m 0, II +s r ±LO r orn� '� II -/ o =o da / <o� r / "' �P? / VI rnH?o vmin0c / cmOM "� 0000O / N LO —0 / cq rV r r V / m Maro��V II / +LO 11 O Oa ZZZ~ / omn� zo moo» > / II- U) �Fzz_z IL / (/I (/I N 56 z \ SA4TAR\Y' SEYl,IER \ dud\\ // dud c� � 00 n0 e0 7qq L=26.A45 S=0.79%� D=15" RCP CLASS III w 93 N / N / 58 / L=84.78 S=5.34% D=15" RCP CLASS III 66 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL w N HIGH PT STA: 14+35.00 HIGH PT ELEV: 515.21 PVI STA:13+60.00 PVI ELEV:513.67 K:35.82 LVC:150.00 / U — — — — — — W--'---- __-- w / � 1.82 2.339 5% ' j wW 4 52 (J F mm m r A m � N N] N M — r !•1 O O 0 m N O N M at LO LO c� p, cp R r co R r N i0 �. O N b p, rn 0 N 7 N m 4' O " N t� < N Y t� M O N M O h O o� O N c`I M V N ^ Lr7 Ri vi t0 cV cp ai E6 vj c �r7 cD N I� t� cd of Ln .- c6 N m M R N h i.7 �i b � t� h O W r Ri ^ o, of of of poO N P R P R R R P R 7 P L h 0 L h L h� h �p�' h N i[I h h h h— h hLO h h h h N 1O ) LOi[I U F 475I I I I 1 I 1 I I I I I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 9+00 9+50 10 00 10 50 11+00 11+50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16 00 16 39 LEGEND FINISHED GRADE AT C/L - - - - - - - - - - - EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF C/L EXIST GROUND 50' LT OF C/L SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' 0 LO r n co O ZCQr � co cat cco o 0 C�2 00 O co W � U MOM U r � "d V rl `y Z �bo W 0 Cc U O N LW r ��'�' L U� p rr0 N Q V O a ° 0 Q c E 41 Oc ��EpLTH OF ^CHELL p 4cBRIAN C, o Lic, No, 035724 1111212020 z FFSS/ONALEN a im c c c 0 U c vl r �j o � ^ r 1 o ~ 3 qti > w ° ti q o O �� [1 o �1 O o c 0 E~�1 o 0 Q O i/ �1 c REVISIONS DATE ITEM w 10107116 PER COMMENTS a; 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS aN 08127119 PER COMMENTS o 0713112020 PER 0 WNER ~ w 11 12 2020 PER COMMENTS ° T N O O a DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY -°'° BCM / JLS L CHECKED BY -° c ° PROJ.# 20150290 .3 0 SHEET # ° C — 7G L 1 530 1 525 1 520 1 515 1 510 505 Z 0 H Z U w� mU) Z O 500 U HIGH PT STA: 15+98.62 HIGH PT ELEV: 486.92 PVI STA:15+47.12 PVI ELEV:488.47 K: 23.74 495 LVC: 200.00 1 490 1 485 1 480 1 475 1 470 1 465 1 LQv] 1 455 1 450 1 445 / / / / / 8 / / / / FUTURE ROAD GRADE STEEP ROCK DRIVE 25 MPH DESIGN SPEED MINIMUM CREST K VALUE: 12 MINIMUM SAG K VALUE: 26 MINIMUM SSD: 155 FT LOW PT STA: 19+19.56 LOW PT ELEV: 480.91 PVI STA:20+15.02 PVI ELEV.477.00 K: 27.53 LVC: 350.00 ROUNDABOUT 1 I � , �O HIGH PT STA: 17+65.0 HIGH PT ELEV: 484.01 PVI STA:17+90.02 A ELEV:483.50 m 00 N / + t K: 59.08 m o rn o � rn / yC: 50.00 N r ^ M / f\ N00 ONn n Nr0 0, / 1ncl MNI� m0)On +O \\ °°� LO m �aZO m °�Ma7= N rn 0 STA:17+18.10N� ¢o» da j jj �oZ ELEV: 484.97om V) Nrzz � �ozzz ~- / -2.04 m 3.5' MIN r \ / / z (n m � � � \ / \ \ m E \ �O SANITARY o \ \ w w / SEWER m \\ \ a m y\\ °D N 95% COMPACTED FILL / N O.� g og 96 MUST BE PLACED BELOW e,"poo Ry8 \ & PIPES IN STORM FILLTRUCTURE \ \ / \ / COUNTERSINK PIPE(S) A MINIMUM \ \ _ OF SIX (6) INCHES BELOW \ EXIS77NG STREAM BED EXCEPT WHERE CULVERTS ARE LOCATED - ON BEDROCK OR ON SLOPES 5X OR GREATER THEY DO NOT REQUIRE TO BE COUNTERSUNK. TO BE RCP 20 CLASS V PIPE HIGH PT STA: 23+40.02 HIGH PT ELEV: 505.21 PVI STA:22+90.02 PVI ELEV:504.02 K:13.45 LVC:100.00 495 490 485 475 / / 470 m 'n m .0 n 00 N O N T ,0 V) -t 0) N '!0 0) 10) 0� 'I� 00 a0 ^ 00 iM 0 O N Yr V) 'co m 'to to 'm 10 n 0 OI tD m N 1� b DD b I� R N 00 n 0 Cn O M O 00 O M O 00 n M m 00 V b h n m N b P CU N N O W 01 P p b M b m P� b 1� r b r1 N O b 0 b w Oi O nj n b� -* 9 LL7 rn m tD rn tD , t0 I(i rn V> rn rn rn M7 M 2. 00 0 00 ,h pp �h [V h N b 4 V) t0 OD p N N 'O ^ p p0 N i•j ob V V R Q m R V DD R V DD Q p Q p Q p m Q p Q p 0 p p p Q p Q p p� Q p� Q p� Q a p h b h L N LO IO 10 1I 1 I I 1 I I 1 00 14150 15 00 15150 16 00 16150 17 00 I 17150 I 18 1 00 I 18150 I 19 1 00 I 19150 I+ 20 00 I+ 20 50 I 21+00 21+50 22 00 22 50 23 00 465 460 455 450 i N WSE 445.0 445 S STORM 203-BMP1 STORM 203 - POND1 PROFILE 495 00 rn0� N m N1 0 O 490 +ova �d�ZZO N II--O rn �»> o z z z Un n � N O 04 M �pOp~ o 485 wl� w <a > V) �o V)�? rWk 3.5' MIN W 0 12" MIN m N 475 O m SAN) �- TO uS SEWER m0� 204 �'n II L=40.07 rn O m II j Z S=0.50% / v o D=15" ROP"CLASS III / / 470 V) 0 V) / / 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES / & PIPES IN FILL 465 o / ' N / 198 ,n / L=74.22 0004 5=15.00% 460 N v/ D=18" RCP CLASS III /... mItz II_ �-o> (n H z / 455 ;�I�RAP D=18" RCP CLASS III ..0 W/ FILTER FABRIC 435 9+50 10 00 450 445 440 I1 1 435 11+00 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: 1 " = 5' 0 LO r n ao 0 Z cqr co Iv 0 �ccoo �: co 0 W � U W �� C�U Z r �j 0Q '� Z � ro W 0 i;' U O v W m 0 U0 p O N O a 2 U 0 0 rn 01 o O _ o a Z y Q 3 E (1 O) C LTH OF ` c c C U y � BRIAN C, M CHELL o Lic, No. 035724 11/1212020 FFSSON AI- o c d c c 0 U c 3 C/) J V 1 �I5 Q 0 Q 3 o+ ~ 3 0 q ti 0 o 0.1 O 0 0 0 CL v1 c 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS a DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY v BCM / JLS L CHECKED BY -o 0 PROJ.# .3 20150290 0 SHEET # C-7H L STORM 19-207 495 490 485 480 475 470 465 I SANITARY SEWER 9 N 460 �o N N rD N N aZ o M F% � 455 NOS u) cq o t o N .�7 co 8' BERMin I10 ino Z N ELEV: 450.00 G 450 N o / / �, p6• 0GQ n 100-YR WSE: 448.97 / y0 O +I oz 10-YR WSE: 447.85 N AFETY BENCH 2-YR WSE: 446.63 / NWSE: 445.00 DESIGN VOLUME: 101,646 CUFT � ^ 10:1 N Z REQUIRED WATER QUALITY VOLUME: 67,411 CUFTi \ 445 QUATIC BENCH i _ CLAY� / SEE SHEET C-6 FOR CORE / SWM/BMP 1 �I / FURTHER DETAILS ` N - BOTTOM ELEV: 440.0 RIPRAP 440 ✓, — — — — — — — — L=65 xW=i 6'xD=2' W/ FILTER FABRIC POND BOTTOM BELOW ELEV 440.0 TO MATCH EXISTING CREEK BED AS 435 CLAY CORE TO BE SHOWN ON THE GRADING PLAN - INSTALLED AROUND i' OUTFALL PIPE / `tI 1 206 / L=85.02 S=3.88% 430 i /RIPRAP D=42" RCP CLASS III / L=27'xW=VARIESxD=2' w/ 0-RING GASKET l W/ FILTER FABRIC ANTI -SEEP jCOLLAR (TY425 / 1 1 1 1 1 1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STORM 13-209 480 475 470 465 460 455 450 0 N c0 O 'no ro 7 O rn r'M1 445 �It 00 0 ^ M y �— �V) �a N IIU <� Q IL j Vl VI 8' BERM (N V) pg ELEV: 441.50 440 SEE SHEET C-6A FOR FURTHER DETAILS N J 10:1 SAFETY BENCH 100—YR WSE: 440.56 10:1 AQUATIC BENCH 10—YR WSE: 439.20 2-YR WSE: 437.05 435 NWSE: 434.00 / DESIGN VOLUME: 174,449 CUFT 1 REQUIRED WATER QUALITY VOLUME: 156,449 CUFT O N CLAY CORE C) M 430 06 rn SWM/BMP 3 N 0Z N N r rz rn rn ? BOTTOM ELEV: 426.0 425 J POND BOTTOM BELOW ELEV 426.0 TO MATCH EXISTING CREEK BED AS SHOWN ON 7HE GRADING PLAN / � _ 420 CLAY CORE TO BE / \ INSTALLED AROUND / OUTFALL PIPE 210 415 n ANTI -SEEP �� L=111.55 S=1.79% AR COLLAR J OLL D=42" RCP CLASS IV w/ 0-RING GASKET RIPRAP L=16'xW=VARIESxD=2' W/ FILTER FABRIC 410 1WA I. 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL / 5 RCP C�pS / 0.36 RIPRAP L=28'xW=VARIESxD= VARIES W/ FILTER FABRIC COUN7ERSINK PIPE(S) A MINIMUM OF SIX (6) INCHES BELOW EXIS77NG STREAM BED EXCEPT WHERE CULVERTS ARE LOCA7ED ON BEDROCK OR ON SLOPES 5% OR GREATER THEY DO NOT REQUIRE TO BE COUNTERSUNK. SANITARY I SEWER 1 1 405 1 1 1 1 1 1 1 1 1 1 1 16+00 16 77 9+50 10 00 11+00 12+00 13 00 14 00 15+00 16+00 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL i r! SCALE: HORIZONTAL: > " = 50' VERTICAL: 1 " = 5' 0 r n ao O Zcqr .� co ^ U 0 �ccoo C�2 00 O W " C) co co / "d O rl C rl Qi y Z �bo W w 0 CO U O N W 00 Lv �0a� �y O N M u O \ �y 2 a 0 0 4 c N E 41 c c K41" LTHOO O U y � BRIAN C, N CHELL o Lic, No. 035724 0 1111212020 6. �� FFSS/ONALENG 0 o. 0 c d c 0 0 U •c 3 0 W 0 Q CL 0 O U O 2 7 0 CL O T/l 0 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER 11 12 2020 PER COMMENTS a DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY v BCM / JLS L CHECKED BY -0 c 0 PROJ.# .3 20150290 0 SHEET # C — 71 L LEGEND STORM 163-149 STORM 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 SCALE: m 10 O m M On O 00^ I �� m0 w No0 '00 \ (0 O� HORIZONTAL: " = 50' Spy o� � ao LO 000 "_� a^ �az� n Nw nova oto 505 485 on0> \ � °per ----0 nn 485 460 W 46C VERTICAL: > = 5 �� a0zz +^a4 m +m�� M r7Mto m °'*ZOO p000� � ��zz0 Ua D,�I m (�ik-- m o0) II o m -aZo al�In nw II pp O'er II II -- J", +rn7) aZ0 II mmm <IL +m H IY HO»> (0 0) 11 dI �ojj +U) LO V)'Rzz LO � tz0 (n (n�?zz WALL MENTAL ¢a \ n (~il�?? N m~z z �_ � -zzo m^ 0° II-o ORNAMENTAL 500 N I Y \ m On 500 480 U) En z z480 455 WALL45G a ,° v3.5' MIN m'tz0 12 D.I - W/L 63.5' MIN — 26495 Z 495 475 475 450 45C WA 12" MIZ3 r ¢gp 164 ¢gp 470 84 470 445 445 L=47.35 37.2" 18" 86 L=80.17 S=2.01% — _,00% L=80.11 SRCP =15" RCP CLASS III 5=0.60% p=24" CLASS III SANITAR}! SANITARY SEWER 166 p=30" RCP CLASS III o L=40.02 SEWER SANITARY S=1.00%485 170 148 D=15" RCP CLASS III L=40.18 =78.87 - 465 465 440 44C 168 168 S=1.99% 5=0.97 D=24" L=4 D=15" RCP CLASS III RCP ASS III S=0 99% a N N D=15" RCP CLASS III n 480 475 1 I 1 9+50 10 00 11+00 STORM 131-BMP3 480 480 N m.d - - O W N 475 m n n0'0m 0 00 475 to '0 o N o I� 6 a 0 475 mN mOlw U) 7 0 N� m N,tZZzO n'O m (m II - - +rH PO ,o O d- ")N� N Qdj jjj NpZZ?Z ao n N<ZO K QO j 470 rn II -O N Nam? 470 o j j 470 Vf V) Z Z 465 3.5' MIN 465 465 12"D.I. WA 12"MIN 0 0 CO O -- 460 rnLO 460 m n n 132 460 ° LO "i It L=66.82 m N't II S=0.49% ± � z Z) =15" RCP CLASS III O, m II-O <ojj 455 In (n 455 455 i o 450 450 o / 450 M / o -z / 445 V) V) z 96 445 445 / S=090% D=30" RCP CLASS III / 98 / L=57.03 S=0.89% 440 D=30" RCP CLASS III 440 / 440 480 46( 475 12 56 �IF o> z STORM 9-11 --/ I If \/ I 435 / 435 4NWSE 435 34.0 e / RIPRAP 6 100 '/ � / / 5 RGQ CLPS 430 / J RIPRAP 430 / / 0430 / SWM/BMP3 / / 425 425 425 i 420 I I I 420 1 1 I 1 1 420 9+50 10+00 11+00 10 00 11+00 12+00 13 00 13 72 11 I00 475 470 N o rn N a 465 NY]~ 0 - '!�0 gO> (n 460 455 I SANITARY / J SEWER 450 (--� RIPRAP i E I— 445 n 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL ��✓', / \ i ryyg6yq,�PgZ, 440 G Vyi1,Q �yG 435 COUNTERSINK PIPE(S) A MINIMUM OF SIX (6) INCHES BELOW EXIS77NG STREAM BED EXCEPT WHERE CULVERTS ARE LOCATED ON BEDROCK OR ON SLOPES 5Z OR GREATER THEY DO NOT REQUIRE TO BE COUNTERSUNK. 1 1 12+00 430 425 ago 13+Om3 15 460 435 12 00 430 425 420 415 LASS 1 RIPRAP COUNTERSINK PIPE(S) A MINIMUM 10'x6' BOX CULVERT ¢ip CLASS =60'xD=2' OF SIX (6) INCHES BELOW PER VDOT REQUIREMENTS EXISTING STREAM BED EXCEPT WHERE CULVERTS ARE LOCATED ON BEDROCK OR ON SLOPES 5X OR GREATER THEY DO NOT REQUIRE TO BE COUNTERSUNK. 405 1 I I I I I I 9+50 10+00 11+00 12+00 13+00 480 475 470 465 460 455 / — / 450 SANITARY 9 I50 10 100 14I00 PEDESTRIAN CROSSING T 3.5' MIN 1 I. WA 12" MIN 0 0 0 0 o� +� �o (> rn ? 22' OF W/L TO BE INSULATED OVER CULVERT (5' TO EITHER SIDE) 435 43C 425 / 42C ?AP 415 xD=2' 410 405 15+00 15+23 480 475 470 465 460 455 6 L=124.19 S=0.00% 8'x8' BOX CULVERT 95% COMPACTED FILL MUST BE PLACED BELOW STORM SEWER STRUCTURES 450 & PIPES IN FILL 1 1 1 11 I00 12I00 12I74 c E rn c K41" `'c U y � BRIAN C, M CHELL o Lic, No. 035724 v d J 1111212020 z 6. FSS �� F/ONAI— o N c d c O 0 U 3 q� 0. ° > 0 l�l I V r 6,4 Q CL O r, M U c o U 0 0 o C �1 C REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS a DATE °' 04-27-2016 " N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o N DESIGNED BY v BCM / JLS L CHECKED BY -° c 0 PROJ.# .3 20150290 0 SHEET # C-7J L VJZ �W �W Z �W OW L 0 LO CQ CC) O U co �i C\2 00 O co U c� Ow I A U ►n00 U �, �c a Uy O M L) rl a BRIAN C, MIfrCHELI Lic, No. 035724 A 1111212020 c O 2 Y Cn Q �M W W Q4 �1 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS (D V) a DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. jo .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEE=#� C— SANITARY 3 PR❑FILE 550 545 N I O N 0 O M N 540 1 0 �0� Q +�� 00 o In M1� NCO N 00 ON �j5C> o N c',N II — / 535 o mMZ� VIH—ZZ —� / / ao - 530 / me14 / 11 211. NN /// 8 P`1C3od rNo ornF II -LO 525 m IZO II- / \�(L / y520 / / — N GNP I / 00 N / 540 535 m o o l 00 0 000 V LO do" uO I r:" inzZOa- rzzz SANITARY 1A PR❑FILE i 0 0 -t o ad 0 n CD n NNj �0 II O 0z s U) / / / / `r/gym .>o l: a ALL PVC SEWER MAINS SHALL BE SDR-26. -nzO PVC 21' — — 8' PVC 8' @ 1,067 34.20 LF @ 5.85% 163.49 LF 500 95% COMPACTED FILL MUST / -- BE PLACED BELOW STORM / SEWER STRUCTURES & PIPES IN FILL mrn� I I 495 I I I I I I I 00 d t I` / �, 9+50 10+00 11 +00 12+00 0 r, 000000� II va ornll / Ilj ti`jb o, a z z 0 II-- ALL PVC SEWER MAINS SHALL BE SDR-26. � i 17+00 110 18+20 SANITARY 2 PR❑FILE 95% COMPACTED FILL MUST N BE PLACED BELOW n STRUCTURES & PIPES IN FILL m 535 o0UNi rn00 LO~ I10 CL >: 530 \\� 540 535 M N N pj o LO M~ V.)0 �<oj m rnr? 0 LO C r n ao 0 V 1114 U 0 co co M 02CO C�2 o r� I+ Op 0 W � co U C: W COO z v N V 0 O rl c Z �bo W �.1 A w OU WO N LO T�, v mH V 0 P4 O N U O a 2 U O 0 rn d o O cn N Q 3 c E 41 O� ��EpLTH Oc ` c c C 0 0 U y � BRIAN C, M CHELL o C. N0. 035724 111121202U 2 FFSS/ONALEN o N c d c C O U •c 3 CL l "`I q N O � c 0 CL _l C U 7 'O O N REVISIONS rVATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS a DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEET # C - 7'L \ VJZ �W �W Z �W OW L 0 LO CQ CC) O U co �i C\2 00 O co U c� Ow I A U ►n00 U �, �c a Uy O M L) rl a BRIAN C, MIfrCHELI Lic, No. 035724 A 1111212020 c O 2 Y Cn Q �M W W Q4 �1 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS (D V) a DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. jo .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEE=#� C— SANITARY 7 PR❑FILE 0 LO 540 M 04 rn LO to r1 + OD N H Nn0 53511 '0 \ 03 01 ---- L 530 1 00 �- 525 520 515 510 505 500 495 =1 485 9+1 5 859+I5 0 10+00 1 11100 1 110 SANITARY 8 PR❑FILE 500 495 x Q O 490 8 I Z O M W M M z I "' O M M � 485 a `2 m88 0 oocoall or, 11 NrZzz / 480 / / 475 q, tit f 2.32 470 / I'1 I w M O N OD +nF M o N�7 �II I¢_'aj tnOZ i / ALL PVC SEWER MAINS SHALL BE SDR-26. 465 / 460 455 I 1 I 1 I 1 9+50 10100 11+00 12+00 12+99 SANITARY 12 PR❑FILE 515 510 x n Q 0 0 505 0 Lq 0 c o 00a I zo /n-CFI-----\ U o / 0—µ0 001 \ w Z M 500 Foj z \ \ Z o nn� �U) \ate I IM a n88 O µco ^ N to co 3.0�� 0 µII 495 ° ±rn II II o � — I1 - Q0jjj � �FZZZ 1 490 m ME 475 470 ALL PVC SEWER MAINS SHALL BE SDR-26. 465 t I I t t I t t I I t 460 I 1 14 00 15 00 16 00 17 00 18 00 19 00 20100 21 00 21+73 9+ 5 1000 31+00 11+27 SANITARY 10 PR❑FILE I SANITARY 11 PR❑FILE mw 525 'n LO 505 505 v � < o o N o O ap N N I OOuoi M I n + r0i oM a 500 z F 500 520 v rn�o ,n0 N I o I ��aoj m woo vi � Ln N ro w Z OU 0 UIF? 00NO �w µ'0 I cn i[c0 to in +I II ~ N MLOZO `O oo O N Lf) a Isµ 0 VIM I I � LoL m Lr) 11 i(j +oi10 m 495 0 °� ^LOon a w MMFO 10 495 515 ojj \ y0ZZ N �O II �NZD a Ct IO 10 \ \ v�Owl�µ •µall `��O Ln in Ncnnnµ o N r \Ho» f Namzz coo DCO 11 OawD II II ~ ------ Ln W) +i[jµµF co ^w II Il0 Oµ _ �� —� I .II �O ��o>j>'—�` ----------- -- vNia �� cn c. �� —� a—>; tcoF 00 � Sao z 0 ��—' fn�zzZ �-----� oo,n �� zl.zZ = < Ir.: 11 ('n 510 \� w 490 L6 n co 11 490 Z N �µZO o U 't x dIL \ CjV) LO NrZZ fir11 �L \~o'6"ar 485 505 N0 �a "t n 0 N � zz0 LF II-- �S• 162.478 FD@ \ 0.97% � 500 480 m . Wee. 485 9+50 46, 4P .1. ALL PVC SEWER MAINS SHALL BE SDR-26. 320. 10100 11I00 1 12+00 1 13+00 13I46 475 470 9+75 10+00 ALL PVC SEWER MAINS SHALL BE SDR-26. 8' D-1. 366.29 11+00 12LO 13LO 14LO 8-D.I. WA 8' D.I. 121.21 LF @ 0.50% 24" STEEL CASING PIPE LEGEND FINISHED GRADE AT CIL EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 485 11 �I 8' D.I. 95.56 LF @ 0.50% 475 470 11 15+00 1 16+00 16+49 SCALE: HORIZONTAL: > " = 50' VERTICAL: 1 " = 5' 0 LO C r n GO O 1, J � C)Z co c0Q co — c W C\2 cc)0 W U c:uj Z CAG=•I V 0 O Z �bo W •� A w 4-1 U ofi OLu 00 v 0 U0 p �y O N M L O ,ilj c a 2 U 0 0 rn d o O 2 °' (n N Y Q �3 c 0 E 0 rn LTH Oc ` c c C O o U y � BRIAN C, M CHELL o Lic, No. 035724 v 0 11/12/2020 �0 G�� 8 FFSS/ONALEN o N C d c C 0 U T � C O v 1 w+ 3 ° CL l "`I n•i -o N O � c O r, U U 7 'O 0 CL V 1 C 0 REVISIONS rDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS d 01 c w (D V) 0 0 c 0 r 0 0 0 0 a DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY v BCM / JLS L CHECKED BY 0 c 0 PROJ.# .3 20150290 0 SHEET # C-7N L VJZ �W �W Z �W OW L 0 LO CQ CC) O U co �i C\2 00 O co U c� Ow I A U ►n00 U �, �c a Uy O M L) rl a BRIAN C, MIfrCHELI Lic, No. 035724 A 1111212020 c O 2 Y Cn Q �M W W Q4 �1 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS (D V) a DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. jo .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEET # \ C — 70 SANITARY 5 PR❑FILE m a 0 485 I O N U w O 0 Z 0 480 N o O N 00 ��N N d N O N 00LO m +V��II ON SANITARY 4 PR❑FILE °oaZZ� = da jo or�ll 540 475 = 7 N p K g z N � ItZ O 0- 535 00 I co m m 530 M 0 n v? II +NH �No r o> 525 a0 / cn mV) co / N / 0o aIto 000ad'n / OOn0II / �inzz�// 520 i Qd^j� j U) / / / 515 0' fJ@ A9s1. ,2963 510 505 ALL PVC SEWER MAINS SHALL BE SDR-26. 500 I I I 1 9+50 10 00 11 00 470 . 465 �. 460 \ 455 44 95% COMPACTED FILL MUST BE PLACED BELOW STRUCTURES & PIPES IN FILL N I N N m wpz \ 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 \ / 10 \qpp If 440 I� I 435 11+g4 9+50 SANITARY 13 PR❑FILE 500 to Ln LoLI 495 `\ ^Loko \ 'n'o m Lo \ Lo 00 IN IOnI co IY I� II \ ri co r Ln aZzo nv inr rII -- 490 `\ ronuNia o0co ~ozzz 00r �� / ut�--- II is cor II / \ X V)�ZZ rj M00 Z) / 485 \ _ ° ��0jj / \ f cnrZz / \ 480 \ e• PVC / \ 134.95 LF @ 0.507 475 / 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 20 450 445 480 475 r N I 3 470 n 0 It O t rn� II OIL a =p 465 m N�z 460 455 450 445 440 435 430 SANITARY 14 PR❑FILE 480 475 N N N r 00 N N Or, o cO co 0 470 � 0� Or � N'ta II c II II o N tzzo � L >;1 n__ �<I � y�ZZZ 465 m 455 450 \ / 445 \ / \ / 440 / 435 I � I� I`I 430 10100 I 11 I00 12+00 12 I95 4400+I00 I 110 I 2 I00 I 3 I00 4 I00 4+'78 42 915 10100 I 11 I00 I 1 � � 425 LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VER TICAL: > " = 5' 0 Lo r n co O `J � U ZcQ 1-4 co^� — 0 02ccoo C\2 00 O W U " MO M U V 0 O rl Qi y Z �bo Cn rn Li w U O o y LWLo r 00rr Ld U � la4 O N 0 a 2 U O O rn N o O a ZD Q �3 C N rn ��EpLTH Oc ` c 1 /ji y c c 0 0 U y � BRIAN C, M CHELL o C. N0. 035724 11112/2020 FFSS/ONAl- o N c d c c 0 U T � C O v 1 w+ •c 3 ° l "`I DTI v �! W o CL c O0 o `CAI U CL 7 'O O N O T/l N N REVISIONS rDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS DATE r 04-27-2016 N SCALE c AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o+ .N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.# .3 20150290 0 SHEET # C-7P L 510 47( 46; 495 490 485 475 470 465 455 9+ LOS CLIFFSTONE BLVD & THICKET RUN DRIVE PROFILE 13100 14100 15100 LOS CLIFFSTONE BLVD & OFFICE ENTRANCE PROFILE 16100 510 505 500 ------ --- 495 3.5' HEIGHT OBJECT 17 100 18H 490 OF 485 480 475 470 465 25 �95 485 40 F k75 k70 45 W LOS CLIFFSTONE BLVD & APARTMENTS (EAST) NORTHERN ENTRANCE PROFILE 500 500 495 490 485 480 475 470 465 9+ 12I00 13I00 470 465 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) SOUTHERN ENTRANCE PROFILE 495 495 490 485 480 475 470 465 460 9+75 10 00 1 I I I I 11+00 12 00 13 00 LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 490 485 480 475 470 465 460 141004115 SCALE: HORIZONTAL: > " = 50' VERTICAL: > 0 Lo C r n co O V Itt U Z`� 0 co — 0 M CQCo C�2O i+ 00 W � U CWCOO°� �4 Z_ ;T� V 0 O w cc U OLUkn co L 0 Em U� p �y O N M O �y C a ° U O 0 rn d o O (n N Y Q 3 c E rn EpLTH Oc ` c c C U y � BRIAN C, M CHELL o C. N0. 035724 v 1111212020 FFSSIONAI- o N c d c C O U T � C O v 1 w+ 3 q Q9 3 rn 3 CL q T o ° U CL U 7 O N �1 c 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 .3 20150290 0 SHEET # C — 7Q \ I 505 I 500 I 495 I 490 I 485 I 480 I 475 470 \ 465 \ 460 I I 9+75 10 00 11+00 540 535 530 525 520 515 510 LOS CLIFFSTONE BLVD & APARTMENTS (WEST) PROFILE 505 515 500 510 495 505 490 500 485 495 480 490 OF f 475 485 470 480 9+75 10 00 LOS THICKET RUN PLACE & THICKET RUN DRIVE (WEST) PROFILE I 1 1 11 1 11+00 12+00 13+00 14 00 15 00 515 II 510 II 505 11 •I 1 495 11 �.Zill 485 11 480 16 8 09 / / / 465 1 / LOS THICKET RUN PLACE & THICKET RUN DRIVE (EAST) PROFILE / II II 515 515 12100 I 13100 / I 14100 I 15100 I 16100 I 17100 I 18$0�5460 LOS THICKET RUN DRIVE & THICKET RUN PLACE (END OF CVD) PROFILE 505 I 1 9+75 10 00 11+00 540 535 530 525 520 515 OF 510 1 12100 1 13100 1 14100 1 15100 1 158605 510 505 500 495 490 485 480 I I 9+75 10 00 11+00 510 I 505 I 500 OF 495 490 I 485 I 12100 I 13100 I 14100 I 15 100 15185 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: > 0 LO C r n ao O V 1114 U Z�r- i 14 co . U — M �c00 r: C�2 i+ Op 0 W � U CW CO�4 Z OO ";T� rn b N V 0 0 Z �bo 1 A w cc U Ooni Wo +'' � N L_ UCO 0Em p �y O N M L O a 2 U O O Ot d o O cn N Y Q 3 c E Q rn pLTH Oc ` c 1 /ji y c C U y � BRIAN C, M CHELL o Lic, No. 035724 v 1111212020 FFSSIONAI_ o N C N N C O U c •c 3 N-1 w L q Q9 3 3 DTI v 0 o CL T O o U U 7 O CL �1 c 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER 11 12 2020 PER COMMENTS DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 .3 20150290 0 SHEET# C—7R L 550 545 540 535 ` HEIGIP- T-OF OBJECT 53C 52° 52C 51' 51C 530 525 520 515 510 485 LOS CROSSCREEK DRIVE & THICKET RUN PLACE PROFILE \ 3.5' \ HEIGHT \ OF EYE 11 I00 12I00 13I00 550 545 540 535 3.5' OF OBJECT 530 i O.S• 2g0 525 / / / / / 14+00 15+00 LOS CROSSCREEK PLACE & CROSSCREEK DRIVE PROFILE 480 I I I I I 9+75 10+00 11+00 12+00 520 515 510 15+85 530 525 520 OF 515 510 505 500 495 490 485 I I I I I I I I 480 13+00 14+00 15+00 15+85 LOS CROSSCREEK PLACE & THICKET RUN PLACE PROFILE 545 540 535 530 525 520 515 510 I I I 9+75 10 00 11+00 12 00 545 540 535 530 525 520 515 510 13 5 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: > 0 LO C r n co O V d� C) 14 co . U — M �cOp i+ C\2 0cc)0 W � U CW � �4 Z COO";T� V 0 O rl Z �bo 1 A w co U oni O o+'�� N W � 00 m 0 U � p4 't O N L) O a 2 U O O Ot N O w O a C/) y � o Y Q 3 c E rn pLTH 0c ` c 1 /ji y c C � O U y � BRIAN C, M CHELL o Lic, No. 035724 1111212020 z �0 G FFSSIONAI- o N C N c C O U T � C O v 1 w+ 3 q C9 3 0 DTI T 0 CL O o CL U 7 O N O T/l N N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER 11 12 2020 PER COMMENTS DATE r 04-27-2016 N SCALE AS SHOWN o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. o N DESIGNED BY v BCM / JLS L CHECKED BY o c 0 PROJ.' .3 20150290 0 SHEET # C — 7S \ 491.83 L41- it COASy�N'i?d_W----- \ I ,.// `♦ \ i j I I '' \`\--------------' 1 � r rim i1rd. i - _ it am am , / �\ 1 -All,+ ,� , \ `\ r / J' \1 I``--_'/ \ ��>•Yr�t m-mm\>•�7��T�I' �>• t�� >• `� \ - . . - � = m m _ Mrs Aft kk 00 / / % / `\`♦ \`\`I II II / j 1 j I I , f \ 1 \ \ d I 1 ,/ �♦ / / j `� I I I i I I I I\ II I j, � / I I ,, ■i 1 ♦ I C,. 11' 1 \\ ___ _ \\ d I �� 1 DA ,,' `♦ ; 1 ; -�\ II ' ' I � 4 � � '1 '1 I 1 `\ -' 1 ; � \\ DA I \ , 1 .:: \ t • � 1 \� � / ' I r _ `♦♦\ I \\ I\ 1 ■ I i DA 19 1 '1 I V 1 \ r \ "'/ 1 - ' \ I •h: \\ \\ \ \ 1 \ i i I /, ♦` __ - 1 I 1�\ \ I I 1 \ I � I I I I II I II I elk ___-_` � _1/ / /` "��`` ,i � / ; •�-: i 'II \\ \\ \TI- � __- /' , I ,/' ,i ' ,'/ \I I'1 II i I\DA 16 ■r '\+yy � "//*,�� / ,' / / J'{::1: \I II I ' \I\ \ 1 4111 / � ' / / } \ \ 1 \\ \♦_ 1 1 _ y' ' '" ' I I I\ \ � W �. , , ,/ / / ._.•. j. 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I I I I1 ' `t \\\ I \ + \\\ `♦ / r /I I �I i 0.200 _0 0.90 51 0.95 0.61 _-- 53 0.17 0.68 � ♦ ,' ,� .' ,.' ,. � �:: ,' ��' / / DA 125 /• / \ \ 55 0.05 0.90 57 0.21 0.90 DPr93 A 187 �,' 59 0.00 0.00 ---- 63 1.15 0.62 DA12T-- d p I 0'-_ - --w00 \ 65 0.20 0.45 67 0.76 0.66 , I i i i I r �'-------- ♦\ \ `� `\ � � , � i / I I I \ \ � , / I � I 11 69 0.14 0.90 STR IDA RUNOFF ACRES "Cn 137 0.04 0.90 139 0.10 0.90 141 0.07 0.90 143 0.15 0.90 145 0.00 0.00 147 0.08 0.90 149 0.19 0.80 151 0.20 0.79 153 0.36 0.78 155 0.00 0.00 167 0.19 0.81 169 0.79 0.60 171 0.60 0.68 173 0.79 0.54 175 0.39 0.75 177 1.17 0.59 179 0.00 0.00 181 0.00 3.00 185 0.45 0.74 187 0.92 0.60 189 0.37 0.49 191 0.18 0.32 193 0.20 0.32 195 0.19 0.64 197 0.25 0.46 199 0.00 0.00 203 0.46 0.52 #REF! #REF! #REF! r --__ ` \ 1f 1 ---- - 71 1.58 0.57 . ___-♦ ♦ \ \\ ` i r► i ; ' \ I, 73 0.22 0.78 '---- 1 //^ 75 0.10 71 ` --- ------ ` \ I . \ \. ` \ \ \ \ 1 / / � / � r I I I 1 \ 1 1 \ � ' ; 4A 3 3 / 83 1.46 0.35 / o ° o I -` - `♦ / `\ ` \ \ \ \ \ /I 1 85 1.87 0.44 `. \\1 \\ \\\,I \\\ /' � 87 0.29 0.42 ------- -------------� ` ` . / �'' / I I / \ 1 \ \ \\ \ l / I I I I \1 1 ♦ _ _ �.- -- • `�_ ' /'-------- / a 89 0.12 0.60 / ` \ ' ---- _ --- / 1 \\ 11 \1 11 11 � \\ ',�, // / I I I II i \ \. `\ \\1 \1 1, `\\ A 0 91 0.15 0.54 \ 1 1 ` \ "� ' 0.60 --` �-------' / I 1 1 1 1 j I 1 I ,' � I 1 I d r \ \\ I I I 11/// � I I I � � 1 I 1 \ 1 1 \ � ---- "- � .09'' 0 95 0.16 1.13 _ \ ------ ��"- �/ l I I I / I I I I 1 \\\ 1 \, \ / __ �'' �/ O "____ ------------' �� \ \ ♦ �. l / l l I / I I 1 1 1 I 1 1 I \ / I I � I I I '' 1 \ \ \ \ .,/ -- _- /' ° 97 D.DO O.DD � - ' `♦ \ \ �`____'' \ / ��''_' __ ` -' 1 I % I I 11 1 1 I I I \\ i ' I 1, \ \ \\ ,- _ ' / 99 0.00 0.00 �\1 \\ -. 1 I ' ii / / / I \ 1 '1 I1 I1 \�• ,,'+0" r I I I I \ \ \ / , /° ° 1D3 0.87 0.61 `` -' ,/ / I / ! 1\ 1 I i I i : ' `b,/' I \ ------ �•/. o ,/O ° 105 0.21 0.90 / / % / \ I \ \ ♦ - \ / \`� 107 0.06 0.90 Iit / I /.109 0..64 0.67 --------- -' l 111 003 0.90 - \\ - )\ ________---- ______- --------' "115 0.23 0.82 \ ° 0 0 0 o 0 0 0 0 � / / 119 0.33 0.72IN / \� \\ ♦ \\ -// 1 /l / , i . 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O O 1f� V U Z W^Q` 02 co CrJ O 00 o W vQ U �W u) w U Z�' •@04 b � r jj 00 W0 W •.r � � La O co U O N jy C a ° U ° ° N 0 O .� 2 U N Y a >_ rn o ° U y � BRIAN C: M CHELL o Lic. No, 035724 a 1111212020 FFSSIONALEN�'\ a c d tl, C 0 I� U 3. L rn q MM ti o [� a W c U 7 v 0 a 0 � 1 •c N REVISIONS DATE ITEM 70/07/16 PER COMMENTS 12/18/18 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER OWNER 11 12 2020 PER COMMENTS DATE °' t 04-27-2018 "' tll SCALE c 1"=100' o PROJECT MANAGER L BRIAN C. MITCHELL, P.E. rn v DESIGNED BY BCM / JLS t CHECKED BY -° c ° PROJ.# c 20150290 ; ° SHEET # ° C - 8 L A c 18-' 1 B -w1 PENNG IN TOP SLAB OF TWO BARS K TO BE USED N EACH CORNER HAMBER TO BE CIRCULAR WITH CIRCULAR OPENING N TOP. C USWF� H TYPE A R -I BAR F E.F.-E.S. GALVANIZED S5X10 TO BE PLACED UNDER TOP SLAB AND EXTENDED INTO SIDE WALLS TO WITHIN 2" OF OUTSIDE FACE. A B 8" C-C N.F. G B 8" C-C F.F. J 9 6" C-C E.F. NOTES: 1. ALL REINFORCING STEEL TO BE 66 BARS WITH A MNIMIM 1%' CONCRETE COVER. 2. ANY REINFORCING BARS N CONFLICT WITH PIE SHELLS ARE TO BE CUT A MIND" OF 1%21' FROM PIPE. 3. FOR DETAILS METHOD OF TURNfNG 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 N PLACE, 4.000 PSI IF PRECAST. 6. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE ELECTED. 8-WHEN SPECIFIED ON PLANS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE 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 "W" VAR. OPENING IN TOP SLAB OF CHAMBER TO BE B DENOTES BOTH THE INTERNAL CHAMBER WIDTH ALONG THE NARROW AXIS AND THE DIMENSION OF THE OPENING N THE TOP SLAB OF CHAMBER in iv D + 1'-l" SQUARE WHEN USEDf } e 21 WITH TYPE B TOWERS 1 iV m BADS F PLAN VIEW a TYPE B. AND (TOP SLAB RENFORCEMENT) BARS A a C TOW�R. SEE *INCREASE INDICATED DIMENSION BY T SHEET 3 OF 4 FOR USE WITH 72" PPE. FOR DETAILS. ' THE LENGTH ALL BIAS AND THE NUMBER EIxAED e•' _ e" BADS A 12" DOWELS IT WILL VARY WITH THE CUTE FOR STANDARD. STADND. SIZE OF CHAMBER . WEx9IT SEE STREET 2 ND 4 OF THIS ' BIItS • 6" C B 8" C-C BADS J BARS A SEE NOTE 7 BARS B. C. E. G. H, AND J ARE STRAIGHT. o W Cg; BARS B E BARS FOR DETAILS OF+STEPS }w u t/-STANDARD FF/7 SEE ST-7 4 I W$ W I S� BARS B W yr a- m •-� I SEE BARS D B 12" C-C OPTIONAL KEYED BARS C B 12" C-C BARS D BARS C CONSTRUCTION JOINT SECTION A -A SECTION B-8 xV O� JUNCTION BOX CHAMBER DETAILS FOR 4811 - 7211 SPEGFK:ATION REFERENCE AND ROAD ABRIDGE STANDARDS PIPE CULVERTS MAX. DEPTH (H) - 20' O5 SHEET 1 OF 4 REVISION DATE VIRGINA DEPARTMENT OF TRANSPORTATION 233 302 108,p SL-1 A L NOTES: 1. /T-95 BARS B e" C-C TYP. I 7011METE�n ': • I I I I T- •:: I I I I I I T?-I •�: SECTION A -A A j B L STRUCTURE SIZE AND WALL THICKNESS VARIES O FEET BELOW 2. THE COST OF THE SL-1 S INCLUDED IN THE COST Or 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 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4D00 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SNARE. 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. t 5 BARS 18" C-C TYP. TYPICAL PRECAST UNIT ROAD ANXIWfE TANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETSI RE EREANCE SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 IDS 14 VIRGINA DEPARTMENT OF TRANSPORTATION T19 RF, II.SF.D FOR AL/ .STORM S'FIYF.R P/PF.S A.S.SOC/ATF.D N'/TAF TH/.9 PRO./FCT NO PROJECTION OF PPE ABOVE GROUND LIE TOP OF FLL TOP OF FLL TOP OF PILL -- 9Kw LBE ORQRO lBE i OROUD UE A C 1- EARTH / FOOD CA / EATFT:A Or" LOWWATMk '+ a BEDDING V x D x BEfOB/G v'D D x e x ��pp/AA:: K MATERIAL MATEIxA FI l� D PT OT H ER B. MAX 24• FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PPE PROJECTION ABOVE GROUND LINE -� MIL 1.n c D RP. ,.5 . D MN. Ln . D All N11, u ■ D W.1.0 No T(D► DF Fi1 TOP OF rLL �OP N1< rLL Lot Ar EARTH NN1N. VO D x 0 X OF.00M MAT RWL yy POT SOL YI Or N Y .-- X +"*. If/. INEDDING NM. O'. REDOING MATFRIALom•• MAIL 24' MATDNAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROC( FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDOING 5E 301 OFF THE ROAD *0 IDGET ® E NOTES: SPECIFICATIONS. FOR PLASTIC PPE. THE LIMITS OF THE CRASS I BACKFCL MATERIAL 94,LL 8: CLASS I BACgAI MATERIAL N ACCORDANCE EXTUDED TO 12' ABOVE TIE TOP Of THE PPE_ WITH SECTION 302 OT THE ROAD AND BRIDGE SPECFCAT,ON& FOR GENERAL NOTES ON PIPE BmUIRG SEE INSTALLATION OF PPE CULVERTS AD STCRY SEWERS GdFRA1 NOTES bN SHUTD7.00 REGULAR BACKFEL MATERIAL N ACCORDACE rr� MTN 9ECT10N 302 OF THE ROAD AND 9WCCF CRUSHED CLASS CO FORUM' TO T1F 47E E0UWWWTS FOR CRdSSER RUN 13M SPE / AGGREGATE 25 AM 26 MAY BE USED N PLACE OF CLASS I BACWFLL QEMBANK): "T �S,AD,,,IO6 INSTALL. OF PIPE CULVERTS AND STORM SEWERS �°RE�FpN ROAD CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHFST 1 Or REVISION DATE VNGNA OLPM'MLAT OR ?RANSVDN!AII-N 303 07.01 00 30• 600 LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLES 1 If 15. ( �� I, ,g. % 15' 300 45• TT- Y 75A 1 NOTES( WHERE PIPES ENTER THE CHAMBER ON A SKEW, PIPE WALLS ARE TO BE EXTENDED, IF REQUIRED, INTO THE CHAMBER A SUFFICIENT DISTANCE TO MAINTAIN A MINIMUM UNCUT LENGTH OF 2' N A 6' PPE SECTION. QUANTITIES FOR CHAMBER NI PPE SIZEANGLE OF TURN QUANTITIES SHOWN ARE FOR CHASER WITHOUT PIPES. PIPE DISPLACEMENT OF CONCRETE AND STEEL MUST BE DEDUCTED TO OBTAIN TRITE QUANTITIES. SEE SHEET 4 OF 4. REINFORCING BER OTOWER STEELL MUST 13EITADDED TO OOBTAINETOT N.S. 0• 1• - 30• 31. - 60• 61• - So - DIM D CU. YDS CONC. LBS. RENT STEEL DIM. D . YDS. CONC. LBS. REINF STEEL DIM. D CU. YDS. CONC. LBS. REINF STEEL DIM. D CU. YDS. CONIC. LBS. RENF STEEL a, 48" 4--10-'l 4.58 1 1293 1 5--0"1 4.65 1 1317 5--7--1 4.99 1 $412 G--ID--I 5.72 1 1502 54" 5'-5" 5.18 1486 5'-7•' 5.28 1558 6'-3" 5.10 1617 7'-8" 6.53 1798 60" 6•-0" 5.80 1657 e'-3" 5.96 1794 e'-il' 6.38 i831 e'-e" 7.38 2084 "W" 1 STRUCT. STEEL 2'-0" 1 30 LDs. 3'-0'- 1 40 Lba. 4'-0,. 50 Lbs. REFERENCE XV JUNCTION BOX DETAILS FOR ANGULAR OLJ-r L105 CONNECTIONS OF 48" - 72" PIPE CULVERTS ROAR AND BRIDGE STANDARDS 233 REVISION DATE SHEET 2 OF 4 302 VIRGINA DEPARTMENT OF TRANSPORTATION 10g.11 INITIAL BACK FILL SEE SECTION 520.03 VDOT SPECIFICATION 50Z&19r PROPOSED **TER- PIPE CLASS A3 CONCRETE CRADLE PIPE II O.D. II 10" 1 24" 24" 1 10" N CLASS A3 CONCRETE CRADLE D.D./4- O.D./4 {3"N IN REBAR PROPOSED i*fflft, PIPE -+ REgaR lzaL�e L- SECTI ON CONCRETE CRADLE DETAIL NOT TO SCALE STORM SEWER 2' IdIN 'B-' 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 PIE IS PPE DIAMETER PLUS 5'-4" OR GREATER AND INVERT OF PIE IS PIPE DIAMETER PLUS 3'-2" TO INVERT OF PPE IS PIE DIAMETER PLUS 2'-4" TO (SEE NOTE 3). 5•-4" (SEE NOTE 3). 3'-2" (SEE NOTE 3). STANDARD MH-I STANDARD MH-1 FRAE FRAME 6 COVER B COVER i STANDARD M -I , FRAME L COVER m m �qa 2.p„ p a Ir I 2�_0„ 0 Iyygy�� r� m x > TOP SLAB OF TOP SLAB OF of CHAMBERCHDR�ERB CHAMBER SECTION A-A SECTION A -A 7„ *WALL THICKNESS TO BE 6" TO A DEPTH OF 10' AND 8" OVER 10'. BARS S BARS T 4 REO'D. 12 EO'D. m A A SECTION A -A 3 ♦ 8 BARS T / N A PLAN A A A ,O ! o J 0 B BARS S m PLAN PLAN NOTES: QUANTITIES FOR TOWER I. PRECAST LIMITS IN ACCORDANCE WITH STANDARD MN-2 MAY BE SUBSTITUTED FOR TYPE A TOWER SHOWN. IF SUBSTITUTED. 7ypE A TYPE B TYRE C PAYMENT WILL BE MADE AT THE CONTRACT UNIT PRICE. FOR CONCRETE 0.843 C.Y. 0.325 C.Y. CONCRETE AND STEEL BASED ON THE THEORETICAL QUANTITIES - THAT WOULD HAVE BEEN REQUIRED TO BUILD THE TYPE A TOWER. INCREMENT 0.262 TO 0' DEPTH 0.259 0.145 2. SEE STANDARD SL-i FOR APPLICABILITY OF SAFETY SLABS. PER FOOT 0.362 OVER 10' 3. INCREASE INDICATED DIMENSION BY ONE FOOT FOR USE WITH REINFORCING 62 LBS. STEEL 72" DIAMETER PIPE. 4. CHAMBER AND TOWER QUANTITIES FOR CONCRETE AND REINFORCING 'M("MH 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. `BRIarSTTANDARDS JUNCTION BOX TOWER DETAILS FOR 4811 - 7211 ECIFICTION �EEEANCE ROAD PIPE CULVERTS MAXIMUM DEPTH (H) - 20' ;; SHEET 3 OF 4 REVISION DATE VIRGINA DEPARTMENT OF TRANSPORTATION 302 106.12 DISPLACEMENT QUANTITIES FOR PIPE OPENINGS JB-1 (TO BE USED WITH ST-D JB-IJUNCTION BOX) PIPE SIZE PPE CLASS CONCRETE REINF. STEEL D• IS• 30• 4'. CV. Yards Cu. Yards Cu. Yards Cu. Yards Lbs. 12" IN. IV, V .035 .036 .040 .050 17.67 12" CM .019 .020 .022 .027 11.06 15•' 11, IV, V .050 .052 .058 .071 24.88 15" CM .030 .031 .034 .D42 15.93 18" IN. IV, V -069 .072 .080 .099 33.23 18•' CM .043 .044 .049 .061 21.68 24" IN. IV, V .NB .122 .137 .168 53.53 24" CM .076 .078 .087 .108 35.83 30" IN. IV, V A79 .186 .208 .266 78.64 30" CM .118 .122 .137 .68 53.53 36" 11, IV, V .254 .263 .294 .362 08.76 36" CM .170 .176 .197 .242 74.76 42" IN, IV, V .341 .353 .395 .486 143.33 42" CM .231 .240 .288 .330 99.53 48" IN. IV, V .441 .457 .511 .522 182.90 48" CM .302 .313 .350 .431 ,27.85 54" 0, N .554 .574 .642 .789 227.29 54" V .580 .600 .672 .826 237.42 54" CM .382 .396 .443 .545 159.70 60" IN, N .679 .704 .787 .965 275.49 60.. V .708 .734 .821 1.009 287.65 GO.. CM .472 .481 .551 .673 195.09 66" B. N .818 .847 .948 1.166 330.50 65" V ,849 ABO 1 .985 1.211 1 342.70 66" CM .571 .597 1 .662 .814 1 234,02 72" B. N .969 1.004 1.123 1.382 389.34 72" V 1.003 1.040 1.163 1.431 402.58 72" CM .679 .704 .787 .969 276.49 SPECIFICATION E E E NCE JUNCTION BOX DISPLACEMENT QUANTITIES FOR 48" - 72" PIPE CULVERTS VIRGINA DEPARTMENT OF TRANSPORTATION �VD� ROAD AID BRIDGE STANDARDS OS 233 302 REVISION PATE STREET 4 OF 4 10613 C O U O I 3 Q C 0 E (D K�4" �pLTH OUO U 7 BRIAN C. MI CHELL o Lic, No, 035724 a Q) 11112/2020 �0� e o FSSIONALEN G\�� o rn C W c O U C r � 3 r� L w \ � O q q o � •� CID IV ri) I� 1[S^`II ^I N i-� O O v � � r�`y, q O �\ " ` , O ` � o 0 O r`, U U l l 1� 0 01 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08/27/19 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS c c w (D .- in m D c 3 0 O 0 0 CL DATE D 04-S2C7-L2g016 " NO SCALE 3 0 s PROJECT MANAGER " BRIAN C. MITCHELL, P.E. rn DESIGNED BY O Q) BCM / JLS r CHECKED BY � C O PROD.# 20150290 3 0 SHEET # -° C - 9 t UD4 4EOTEXTIM DRNNAE FABRIC LINDERMAN[ SHALL BE CENTERED UNDER CURB AND GUTTER (OVERLAP T-O" AT TOP) PAVED SHOULDER DRAINAGE F) 10VERLIP 1'-0" AT TOP) (WERLA 1 PAVEMENT . .. ....... MTERI/IL-:':::T �:::' •. .•. '- ` PAVEMENT " INST rgED •.••L• .'. _.OUTTLET OUTLET PIPE SEE VIP .•.•.• NOTE SEE NOTE 1 AS] AGGREGATE, RB PIPE SEE AGGREGATE OR GUSHED NOTE SEE NOTE , C1ADS MEETING AS] AGGREGATE. AB PIPE VARIABLE GRADATION REQUIREMENT. AGGREGATE OR CRUSHEDGLASS (EDGE OF PAVED SIOAOIO MEETING GRADATION REOUREMENi. PAVED SHOULDER SECTION CURB AND GUTTER SECTION IO-1 UP TO MOM. S• QBOW WE IS PERFORATED PIPETS ELBOW WNRECTION PPE -LESS AGGREGATE PREIIRY DIRECTION TRENCH BOTH O' WATER FLOW MAftIC.E FARM NON KE l Am OUTLET PPE fTYPICAL) 45• ELBOW COINECTI" 45• WYE CON ECTI" PAY LMTS 1'-0" MAUL FORAPE T0� BECK INTH /5• ELBOW (TEWYPIVU OUTLET PIPE NO SCALE \V=r STANDARD PAVEMENT EDGEDRAIN Bzm BAH ROAD AND BRECE STABURDs VIRGINIA DEPARTMENT OF TRAM POMATIM 24D 258 >�t SHEET , OF 2 REVISION DATE DB.GO WP-2 ADHACENT TRAVEL LATE PAVENIENT WIDENING EDGE OF EXISNG PAVEMENT AS DETERMINED IN FELD' TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE--- --- PROPOSED SUBBASE ------------- COMPACTED SUBORME CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/, NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) K MNIMIM 12 NONCE. OR GREATER AS NECESSMFALL THICKNESS TO ABUT THE FATHICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE MOTE 31 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCOPDHCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, 3 THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MET ON EXCEED THE DEPTHS AND TYPES Of THE LAYERS DP EXISTING PAVEMENT, SUBSURFACE DRANACE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A APOMA OF THEE CORI SHALL BE TAKEN ALONG THE CENT" OF THE ADJACENT TRAVEL LAM TO DETERMINE THE TYPE AND THICKNESS O EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MCNE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL 5E MILLED A IYIA&! DEPTH OF 1TAE '/ NCHES MO REPLACED WITH MI ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WDENIIG SURFACE COURSE. UNLESS WAVED BY ENGWE". 5. THE ENGINEER NAY RECURE THE MLNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHE. Al ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRANAGE. 6 EXISTING PAVEMENT MAKNCS AND MARKERS WITHIN THE PROJECT UNITS SHALL BE REST"EO SUBJECT TO THE APPROVAL O THE ENGINEER, T. F14AL TRANSVERSE PAVEMENT TE-N SHALL CONFORM TO THE REWR TS OF MOTION 315.051e1 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-N LOCATIONS SHALL SE TESTED USING A 10 FOOT STRNGHTEDGE N ACCORDANCE WITH THE REOIwEMENTS OF SECTION 315.07(a) O THE SPECIFICATIONS. SHEET I OF I I REVISION DATE ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGWA DEPARTMENT OF TRANSPORTATION 315 CG-5 CO-7 CG-2 NOTES, NOTES) NOTES, 1. THIS REIN MAY BE RECAST OR CAR IN PLACE, L THIS REM MY BE PRECAST OR CAST N ILAO. 2. CONCRETE TO RE GLASS M IF CAST N PLACE. 1, THIS OEM MAY BE PRECAST OR CAST N II 2. COClSTF To BE CI.IS3 N E CAST M PLME, iW0 K NWCAST � � F PRECAST, 2. CONCRETE TO BE N F CAST N PUKE, 3 TFp{�NrCMwLE4�O1�FyT"pp1NVIC A R104B J. OF 300AT EE CURB 4 ORT" MVME A RADIUS O S00 FRET OR LE55 OLONO FRCS O CUw) SNAIL SIT. 4000 PS, f PRECAR. RADIUS 300 LESS S' 4 7' R �RE FCO tROT1plO� GUTT". PAID FOR AS RADIAL. COMBINATION CURB 4 (K�0�0 Oi WIMI M«IL Pp FOR AS IDOW/Ot AS RAO/L RTHE C FICA w 1TMEI1Lrwp1DT� uK 1. �PPpLO1RrRM1NBLIbBEE N��IgpYM�{q�T1s�ErNL12fD1 OF BOWLNF0111 F to 1. �TM O CAD MY BE REIDNZD /8 wIW AS 3' (DE TH)DEPTH) R M AID A SOTTO AS Y (�2Llw' N ORDER THATST19 F 'a i.a:. 4.,. }p�OryljrpTEI1�MyM SKIS CTOAgS ADS T RPTI OPT THE PAVEMENT. CPI/R4SL(ES�L Mw TO1RfE-..BOr PAKK.. BowN , & COIRRSE aPW P�NT 81AI01R1C112t. A' ' P. S.ALLOWABLETHE rMM II1555 L/CR ATSO }�g11YN � n �T S. ow OMTERA IF IE y� OF M-4,:Mar I OAMAY Q%ChyFIPCptt ND ON CLASSIFICATION AID BCS IN r®�� t M NPR 0"TIl r R pM[9pMo" TnE dw AS SHOWN �DI w M 4C1gI� DESIGN Y ) SHOWN TMEAFFEMC W ON�IAIWHE WN �ir�Npp s. 2 M T� B[ MSS ON IgIpRA F e. e.', SUPKE " OS UwAN RADIIB)S. A. SSTTO EXIS TRC 6 0 �I �w1�� M OD M THE SECT" ON Cs UwAM BTADNm'3. �' 4.�' A..' 4 'e A ROVERWOAS. r�1EITRNISWTTOIW BF wRNBI 10' R�1 N STMOMLDS CAN K MADE AT 115 e�;' 4�;' e D ALA 0. BABE ' 7. MEN COMBINATION MOOIMABLE CURE AND GUTTER S A. It USED. M_STAOW O/TRACE GUTTERS " STANDARD a a '. • !hr T�MONTAILER 37MT INTERSIECTIONS AM TO HAVE CUM NCOPo M. 1.� L . COEmMIIDNl10N rA. D . • • D • i e e � e � e � D . D A D � r 2" RADIUS A. slseAa D D D• D S'vzz . TK ROTTOI OF THE CURB AMC 01I MY RE • D D D • D ! D D • ' y ! Is,' P. SURFACE PARALLR T THE SLOPE � A S e.' SMINIMUM DEPTH OF T.UBBASE WLw9E5 PROVDEO A G n D n e } �•.'. \ O;A � nos AREA TDN Fi RK _ . . . . . ; ;A BUS[ AT IK m NE TO Is 52'4. _----_---- ;.- e. nog ,yIREE� ENE[ -THE BOTTOM BOFF M AD THE OP�I AY %E TAT r 7.O PSIM�KALS[0.M�T01�MS W MLOVTN OI r•6YYrt A F Q• ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDEDSPECIFIC REFERENCE n COMBINATION 6 CURB AND COMBINATION GUTTER 1`I�y�I� D ROAD AND omm RADAROS ��/ry�r� V M ROAD AND BRODE STANDARDS MI COMBINATION 4 CURB AND GUTTER W EWNR PLiOFE CN[EC" STANDARD MI 6 CURB ROAD AND IBIOOE STAEARBB D5 502 MMMA D"MT ENT OF TRA6PORTATDN $REVISION DATE SHEET I OF I SNE[T I M 1 RV1410I1 OAM KNpMA DEPARTMENT a TIINISPCRrAT10M 10! 5G2 ID5 502 VIRGNA DEPMTKM O' TRAiY01 TATCM REYCCN DAM EIELT 1 dF 1 pOt.o1 301U3 Rp1.M UD-2 A L MN. 4 % SLOPE OR SAME .'� AS SUPERELEVATION SLOPE MEN 4%IS EXCEEDED R57 A00EGATE. RB ABNEGATE OR CRIISEED CLASS MEETING NB GRADATION REOLNNENT. LONGITUDINAL PPE TO BE PLACED ON XIRE LOW SDE OF SIPEPELEVATED MEDIAN WITHOUT SUBBASE MATERIAL FEOTEXTLE DRAK40E FANG (OVERLAP r-0" AT SEAMS)-, No57 AGGREGATE./B AGGREGATE OUTLET PIPE ` �ET ATIONREW ♦8 EN 1-O' r-6„B" PPE LONGITUDINAL PIPE TO BE PLACED ON ELEVATION OF BOTTOM OF LOW SIDE OF SUPFRELEVATEO MEDIAN AGGREGATE MATERIAL TO CONFORM TO BOTTOM SUBBASE ELEVATION.OF (TYPICAL) LONGITUDINAL PERFORATED PIPE TYPE OF PIPE CRUSHING STRENGTH * W.T. B• NORMAL DIAMETER SMOOTH WALL PVC 1 0.155 CORRUGATED PE I I AASHTO M-252 NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHMG STRFNCTH W.T. B• NOMINAL dNETER SMOOTH WALL PVC 0.153 SMOOTH WALL RE 70 PSI MMM M WALL THICKNESS (MIN) - INCHES MMM TESTED ACCORDING TO ASTM U-2412 AT 5% DEFLECTION. NOTES, ,. WHEN THE LONGITUDINAL PIPE CONNECTS ERECTLY INTO A DRAINAGE STRUCTURE (DROP INLET MANHOLE, ECT.I, NON -PERFORATED OUTLET PIPES ARE NOT REQU!". 2. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MPIYLM OF r-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE, ORCH OR STRUCTURE. 3. ALL CONNECTIONS (ELBOWS, WYES ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAE Cf(I/S ING STRENGTH AS THE OUTLET PIPE. 4. OUTLET PPE ARE TO BE INSTATED ON 2X MN. IS%DESIRABLE) GRADE AND LOCATED AT A MAXIMUM OF BODY APART. 5. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. 0. WHEN LINDERMAN MUST TRAVERSE UNDER CROSSOVER LOCATIOIR. NON-PERPORATF_0 OUTLET PIPE ONLY IS TO BE USED UNDER CROSSOVER PAVEMENT, O - 2 TRENCH WITH AGGREGATE UP T ELBOW PPE IS PERFORATED a�� PAY LRRTS FOR OUTLET PPE TO BEGIN WITH 45• ELBOW - WITH SUBBASE MATERIAL EW'12 OUTLET PIPE L4Lt (TYPICAL) SPECIFICA ROAD D��ANDARDS STANDARD UNDERDRAIN FOR USE '�" SHEET , OF 1 REVISION DATE WITH RAISED GRASS MEDIAN STRIPS 40 501 Wp 02 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 PA TIEMENT DETAILS 2" SM-9.5 A 2"IM 19A 4" BM 25 8" 21B AGGREGATE BASE CLIFFSTONE BL RID & CROSSCREEK DR FROM EX. TIE-IN TO STD: 2 > f 50 NOT TO SCALE CROSSCREEK DR FROM STA: 2>f t50 TO CLIFF VIEW PL 4" X 4" SALT TREATED 8' MAXIMUM POST 1 ► 8"T❑ 12"I 8"T❑ 12"I 8"T❑ 12"I NOT TO SCALE 20" 20" TEMPORARY M4-T SIGN 24" X 12" M4-6 31" 5" END 24" X 12" MIN. TEMPORARY MARKERS AND SPOT TYPE III BARRICADE SHALL BE REMOVED MEN THE TEMPORARY ROUTE IS COMPLETE TYPE III BARRICADE TRAFFIC BARRICADE NOT TO SCALE CLIFF !VIEW PLACE STA: 10-/- 00 TO STA: 13f 75 NOT TO SCALE CLIFF THEW DR & CLIFF VIEW PL & STEEP ROCK DR FROM STA: 18f 4 > NOT TO SCALE TO END (CLEAR SPACE) *3'"CLASSA3 S' 4. t4�21B SIDEWALK DETAIL NOT TO SCALE ROAD DESIGN WORKSHEET PROJECT North Pointe Subdivision Section I DATE: 1072016 DESCRIPTION :Mixed Use NOR TII POINTE BOULEI ARD & CROSSCREEK DRD"E (EVE.. TIE-LV TO.ST 1. 21+50) Step 1: Determine Design ADT Step 2: Determine Design CUP, RF and SSV ADT 8,000 Sample# CURT Resiliency Factor RF %HCV=100 X HCA/AD15 # 1 Source Nalue FP'F20 X HCV 8000 42 TaNe l Design ADT=>ofAIYI'm-F.PT 81101) #3 AppI 1 CBR 4 DNIERF Design N'alue 2.7 N'alue Used 1 - C'BRD XRrT SSV 2.7 1 2.7 Step3: Panentent Design DR From Appendix B= 11.5 Description of Proposed Pasement Section NLaterial Notation 'thickness,It a (ash) Sue -face SNI-9.iA Bitu n runt. Concrete 2 2.25 4.50 Intermediate INI-19.0A As dealt C.Ilerete, 2 2.25 4.50 Base 1111-2 i.0 Bituminous Concrete 4 2.25 9 Subhrse 21-B Untreated Aggregate 8 0.G I R 22,80 DESIGN STA TUS= OK PROJECT.. North Pointe Subdivision Section I DATE.: 10/7/2016 DESCRIPTION.. 3lixed Use CROSSCREEK DRII'E (ST_4. 11+50 TO END) Step l: Determine Design ADT Ste 2: Determine Design CUP. OF and SSV ADT 1.040 Sample# CB RT Resiliency Factor RF %IIC V- 100 S IIC'V/ADT 5 41 Source Value bP l'=20 X tic% 1040 #2 fableI Design ADT=>of,%D'I'a--EP 1' 1040 #3 1kpp.I 1 CBR 4 DNHE RF Design Value 2.7 Value Used 1 CBRD sRF- SSV 2.7 1 2.7 Step3: Pavement Design DR From AppeIHic B= 1515 Description fProposrd Pawnwnt Section Material Notation Thickness, h a (as h) Surface SNF9.5A Bimminous ('onerete 1.5 2.25 1338 Rose IN[ 19.0A As r indt('oneretc 4 2.25 1 9 Subbase 21-B Untreated Aggregate 6 0.6 1 3.6 15.98 DESIGN STA TUS= OK PROJECT. Anrth Pointe Subdivision Section i DATE 1072016 DESCRIPTI( N- 3fixed Use VORT'HFORK DRIFE & A'ORTHrORK PLACE Stepl: Determine Design ADT Step2: Determine Design (BR, RFand SSV ADT 540 Sample# ('RRT Resiliencv Factor OF %DCN=100 S HC.N7AD1' 5 #1 Source Value I'1"1'=20 XFIC'N' S411 #2 Table Design,LDT=> ot'AD7'a• EP'1' 1 540 #3 App. I 1 CUR 4 DNIERF Design Value 2.7 N'alue Used 1 CUR) xRF= SSN 2.7 1 2.7 Step3: Paremcnt Des i n DR From Appendix D= 12.6 Description of Proposed Pasement Section Naterial Notation Thickness, It a (a x h) Surface S114-9.iA Bituminous Concrete 1.5 2.25 3.:8 Bose IM-19.0AAs Rlnalt Concrete 3 2.25 6.75 Subhrse 21-B Untreated Aggregate 6 0.6 16 13.7.1 DESIGN STATUS= OK PROJECT} North Pointe Subdivision Section I DATE: 10'T2016 DESCRIPTION: dlired Use NOIi T'HFORK COURT Step 1: Determine Design AD'f Step2: Determine Design CHH, RFand SSN ADT 190 Sample# CBRT Resiliency Factor RF "/P HCN'=100 X HCN/ADT 5 41 Source Value FPT=20 XIIC'V 190 42 Table Design ADT=>ofADT or ITT 190 113 AppI 1 C'BR 4 DVIERF Drs ign Value 2.7 Value Used 1 C'BRD sRF= SSV 2.7 t 2.7 Stc 3: PavenMOt Drsi n DR Fronl Appendix 11= 8.7 Description of Propm ed Pavement Section NLrterial Notation 1'hirkness, h a (a x h) Surface SM-9SA Bituminous Concrete 1.5 1.67 2.51 Has e ]AI-1 9.011, 1Vs Halt ('onerete 2 1.(,7 ?.) I Subbase 21-13 Untreated AggrMaLte 6 0.6 3.6 9.45 DESIGNSTI TUS= OK PROJECT.' Nord, Pointe Subdivision Section I DATE: 10'72016 DESCRIPTION Mixed Use ROCK"TCREEK DRII'E (STA. 18+41 TO END) Step l: Determine Design ADT Ste IT 2: Detrrnsine Design UP, RFand SSV ADT 620 Sample# (BRr Resiliency Factor RF '%HCN=100 X HCV/ADT 5 # 1 Source Value ITT=20X IRA 620 #2 Table Design ADI = > ol 43 App.I 1 ('BR 4 DNIERF Design Value 2.7 Value Used 1 CURD x RF= SSN' 2.7 t 2.7 Step3: PavenWnt Design DR From Appendix IF 13.6 Des LTilNi Gn of Propused Pavement Section Nlaterial Notation Thickness, It a O x 1.)Surface SM-9.1A Bituminous Ctowrete L5 2.25 338 Rose INF19.0A As Shalt Concrete 3 2.25 6.75 SUI,IYHse 21-13 lint, rated A re ate 6 1 0.6 36 13. 73 DESIGNST.-I TUS= OA, 0 LO CO 0 CQ i- Z '-I co �ryy -Co M M 02Cop I� W "0 CUj mo,4 m7 �A 14 V 0 (T 0 C L Z b0 � c W �.� I A w U OLU00 O T N O F+•4 v4 H Q4 �y O N M L) Q i4y C a ° U O O Ot D O w, O 2 D l`^^ .0 VJ O N Y Q Q) OI ��EpLTH OF ` c C .I RT+T C O O U y � BRIAN C, M CHELL o C. N0. 035724 To 1111212020 FFSS/ONAIL. a N H-� C D D C O U I� 3 �I L qC � q �� o t q 14 o N 0 \\ G; O CIL O � � O � O Imo _ 2 U 7 -O O CL D REVISIONS rDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS D CC lil (D V) D C 3 r O D 0 O CL DATE r =16 N ALE NOS CSCALE a O " PROJECT MANAGER BRIAN C. MITCHELL, P.E. .Non DESIGNED BY v BCM / JLS L CHECKED BIT o 0 PROJ.# 20150290 3 0 SHEET # C - lA \ GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 yIN o l "• ACKFlLLINITIAL B24 IN ,. I "• 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 4MI INITIAL BACKFILL 4•MI UNSTABLE 5 e 6 S' S01L\ MIN MIN. -= MIN MIN. #68 STONE O GRANULAR FILL AS O �APPROVED BY ACSA \ l L SOIL OR OciC z 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 BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FlG. W-2 TD-2 LT COVER UFT 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 ON -PAVED AREA SLOPED AREA .. _.j . 1'-0' MAX 2•_p• RUBBER COATED STEEL STEPS ® 's CAST IN PLACE 71 PRECAST REINFORCED CONCRETE '. SECTIONS WTH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN e .Q THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 500 5' BACKFILLED IN 6" LAYERS AN COMPACTED BY HAND TAMPERS OR S MIN m BACKFlm LLNTH SELF -COMPACTING 18' MAX STONE " MINIMUM ELEVATION DIFFERENCE WAR! 12"MIN 12"MIN .Q ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH . •. • •" TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE f '4 PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING NTH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2 THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS NTH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-I-C m-zB F / SECTION 2- PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 250 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 TILTS 2,00 2.25 2.50 0.15 221/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.66 2.66 2.77 0.26 221/2 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 0.52 221/2 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 PIPEUNE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TO-3 ky E E " 01 0 m om o L U J n. c E Eoi�ii oy �Ex F Mw ESO •-'Nbt W Ea n O o a c �� d . E nE �E u kE z srgE oEE E F' b iV� Nu N$ m�r I�•lu TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-31 8' X6" TEE SOIL STEEL PILE V RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 z i a PLACE 5' GALVANIZED " WTNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� M.J. GATE VALVE WATER UNE b ' I 2500 P.S.I. CONCRETE 8 n 2'x 2' BEARING AREA. THRUST BLOCK,d A. a a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE 4" DIAMETER BRANCH VALVE BOX AND VALVE M.J. PLUG VARIES WATER MAIN • ~,• RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or `o BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK 1° METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "Ai1) 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 NTH "0" RING SEALS OR APPROVED EQUAL MAX _ 2'-0" ., ® ` A FITTING MAY BE REQUIRED p NTH ACSA APPROVAL THE DROP CONNECTION SHALL BE 3' 0" MIN o DUCTILE IRON PIPE (CLASS BACKFlLLED IN 6" LAYERS AN50) COMPACTED BY HAND TAMPERS OR BACKFILLED WITH SELF -COMPACTING STONE. 1� MIN � .• 16 MAX . ' MINIMUM ELEVATION DIFFERENCE 5, T- e C ACROSS M.H. FROM INLET 7D OUTLET SHALL BE 0.20 FEET 12"MIN 12"MIN '• A FILLETED INVERT FOR A SMOOTH VAR I TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. w A 1� FITTING DIMENSION VARIES NTH SLOPE 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6' BEDDING NTH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION NTS FIG. S-1-CI TD-29 TD-19 NTS FIG. W-5 TD-9 0 ViLB NM NO DUAL SERVICE SINGLE SERVICE ND E 11 SADDLES SHALL BE USED 0I1 P4L PIPE •• ^MIPRESSIXI x 3/4• PALE RPE CWRMG PPROVID EQUAL Fat USE ON ATTACHED SINGE FAMILY RESDENY& SERMCES N DUAL RESDEN' AND IRRI"rM SERMCES Y '• MIAPRESS M x 3/4' MALE PIPE CWRING PPPOYFD EQUAL Fat USE ON DETACHED ANGLE FAMLY 4ESOamT SERVICE WHERE AN IRRRiATION AE IS NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FINISHED GRADE AIR RELEASE VALVE BRONZBRASS OR BRONZE PIPE VALVE GATE DRAIN TO GRADE , IF POSSIBLE I 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. DROP NANIBLE PVC (Nt0.SS USE APPROVED FLE%TILE RUBBER &TIT. 0 9 *' GASKETED STOP COUPLING o 27' PIPE STRAPS ,:i" J+" OROP PIPE (STAINLESS STEEL) p SPACED EVERY a e 2' VERTICALLY 1.. A:.ISIF 90• RESTRAINED BEND SEWER P PUENT • , * . • MAIN . , y �. , ,0•4 • SEWER ' a PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO. 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPESHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. _ 4 SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 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 SO' OR 12' DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 TD-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE, I _.. SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 TD-33 GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 B"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE I- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED WH N SOIL CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2 FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE z r D.I. PI 1'• I PLAN ANCHOR NO. 1 AT FIRST JOINT ABOVE - MANHOLE. M-34 R i ROADWAY R I I v PAVEMENT W 36' MIN. 36' MINN. 0125- MIN. THICKNESS STEEL COATED INSTEEL SULATORS D OR STAINLESS LATORS STEEL CASING I J2• CONCRETE FILL I I BOTH ENDS 1 1. I 2'-0' 2'-0'17' OR ' 1 7' OR B_ 1 2_ 1 1 2'-0' DUCTILE IRON PIPE 18' DR 20' JOINT OR [IF Dl (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. S ENDS OF CASING CAN BE SEALED USING A PULL -TIN END SEAL GASKET IN LIEU 13F 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 0 0 11114 cq W o1 W a) W"Ld"c: Z .'`y^ r11� NtR! 1""'1 'b 1, r I 0 v rl v y W q V~/ I W OLIDa * P (n W 0p "d, C� UCO a v O 0 10 ' a ° U O 0 m O 2 °1 d q � d Y � Q c N E 0I rn �I LT H OF w C O ° U y � BRIAN C. M CHELL o Lic. No. 035724 1111212020 t OFFES/0 ALENO\� a UI c 01 G O {� U O c 1 •C 3 "_4 3 rn �1E,= L O CAI = O 1-4� c [� o c U CL O T/T N V � c a) REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17/19 PER COMMENTS 08127119 PER COMMENTS 07/31/2020 PER OWNER 11 12 2020 PER COMMENTS Cr, W a) O W (D c 0 H 0 4) N d O a r DATE 04-27-20116 m 5 AAJL�� CSCALE NO 0 O °' PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn - 0 v DESIGNED BY BCM / JLS 4) -c CHECKED BY C c PROD.# 20150290 ; _ o SHEET # C-9B r R/W ' R/W R/W R/W 91 R/W 92' R/W 8' 6' 10.5' & 6' 6' 10.5' & 8. L9 A GRASS *18' FC to FC *16' FC *18' FC to FC GRASS �� , VARIES GRASS *18' FC to FC *12' FC *18' FC to FC GRASS �� VARIES /FS to FC 1, 01 \p o- GRASS to FC GRASS 2.00% BIKE LANE -2.08% CG-3 : BIKE LANE 2 00% CG-3 -2.08% BIKE LANE -2.00% 2.08% CG-3 : " CG-3 2.08% BIKE LANE -2.00% CG-6 ._ CG-6 CG-6 ... CG-6 10' SIDEWALK ... " . .. .. .. ... " 5' SIDEWALK 5' SIDEWALK ". .. .. .. . " ... 5' SIDEWALK 10' SHARED PATH 1 �— 1' 1' -� t— T'� 1' 'S• 1' 1' k- 1' 1' d i— � �. 1 *WIDTH WILL VARY DUE TO TURNLANES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD TYPICAL SECTION (CUT) CROSECREEK DRIVE TYPICAL SECTION STA: 17t 00 — ROUNDABOUT NOT TO SCALE NOT TO SCALE R/W R/W R/W R/W 91' R/W R/W VARIES GRASS �� *18' FC to FC *16- FC *18' FC to FC GRASS �� ORNAMENTAL WALL I I GRASS I *18' r1.0' H FC to FC *12' FC *18' FC to FC I GRASS I H 1.0'� ORNAMENTAL WALL to FC to FC 1, 6 I I I I -2.00% -2.08% BIKE LANE -2.08% CG-3 : BIKE LANE CG-3 -2.08% _ 2.08% - 2.00% 2.00% K LA NE 2.087. CG 3 : � CG 3 2.08% BIKE LAN 2.00% 10' SIDEWALK CG-6 CG-6 5' SIDEWALK s•7 5' SIDEWALK - CG 6 Y"' - CG 6 5 SIDEWALK rot \F.� ,P 10, SHARED 1 I PATH I 1, 1, I 1. `q,Qi �' FS �\ 1, I I I 1, 1, 1, �•A *WIDTH WILL VARY DUE TO TURNLANES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD TYPICAL SECTION (FILL) CROSECREEK DRIVE TYPICAL SECTION STA: 14t 40 — 177L 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' I GGRRASS *18' FC to FC 1 *16' FC 1 *18' FC to FC i GRASS `3.7 II GRASS 36' FC to FC II GRASS , to FC 1• I 1 1. I I -2.00%-2.089. _2.08% CG-3 ; CG-6 CG-3 -2.08% CG-6 -2.08% -2.00% 2.00% CG-6 -2.087. -2.08% 2.00% CG-6 ro• 10' SIDEWALK "" 10' SIDEWALK B 7 �' ,� 5' SIDEWALK 5' SIDEWALK S \k.`' JP� 10' SHARED '' I I PATH I '' ',I10' SHARED PATH I ��FS ''I I I '' PL —q Y— Y—V � &VARIES � t- t~ &VARIES *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) RESIDENTIAL STREETS: STA.',05f41.95 — STA.'29f79.68 CROSS CREEK DRIVE (STA. 22+32 — END) NOT TO SCALE THICKET RUN DRIVE THICKET RUN PLACE CLIFF VIEW COURT STEEP ROCK DRIVE (STA. 18+41—END) R/W ' R/W 91 R/W NOT TO SCALE 8' 8' GRASS *18' FC to FC *16' FC *18' FC to FC GRASS to FC 6' -2.00% -2.08% CG-6 -2.08% CG-3 : CO-3 -2.08% CG-6 -2.08% -2.00% \ �' 5' SIDEWALK "" 5' SIDEWALK `s'7 --� kv Fcl� *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) STA: 44t 04 — END NOT TO SCALE 2' 2' SHOULDER SHOULDER J .I 10' .I .I -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 0 LO r n co O `J 1114 U Z14 co 0 co — LL 02ce)O r� LL C\2 cc)0 W "U �W � ��XU m7 rn b N V 0 O Z �bo .��o O W �.w W � � A U LO 00�" -114 C� H 0 a + o U O N L) O a ° 0 4 0 E rn CJ EpLTH OF K41" cc BRIAN C: N T o Lic, No. 035724 0 1111212020 6 . \`' FFSS/ONAI— o c 0 O U •c 3 V 3 0 o CL 0 O U _l o 2 U 7 'O 0 CL O T/l 0 c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 11 12 2020 PER COMMENTS c cw w (D V) 0 0 c 0 F- 0 0 r ° 0 a DATE r 04-27-2016 N SCALE c NO SCALE a O L PROJECT MANAGER BRIAN C. 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I l [ \ 1 I 1 \ ♦ \ ` \''' '✓ / / \ II \ Y _ BUFFER PLANT SCHEDULE SYMBOL /VHR. WAL BOTANICAL NAME COMMON NAME SM 9s�Ao SPEC. REMARKS pyNOi ,Ay„ y,s s HEIGHT ® RM It Acm rvbrvm RFD MAPLE (M n.) N/A N/A 49-50' 25-40' 80 Specinnen Owlduous Tree ® TER11 I1Hodmdron Wllpifma TULIP POPLAR (Min.) N/A N/A 70-90' 35'-50 I SPwimm Deciduous Trae SM 11 Acer eaccharum SUGAR MAPLE (M n.) N/A N/A W-75' 40'-5W BNB Spm men DwIducua Trae ��•7® I•-,�_..1 WO 11 Q.... dbo WHITE OAK (MInJ N/A N/A 50'-80' 50'-SW B&B Spwknm Dwidum. Tres SO 11 Nyaw sNwtim SLAM GUM (Min.) N/A N/A 35'-50' 20'-30' BNB Subcmapy Tree SE; 11 Amelanchier canadensis SERYCEBERRY (y ,) N/A N/A 15'-25' 15'-25' BNB Subamopy Trw ® P 11 DiosPYos Nrginiana PERSIMMON 2 (Mln) N/A N/A 35•_60' 25-35' B&8 Subcmapy Tree 2. ® RB 11 Garcia canadmsia RE11MI0 (Min.) N/A N/A 20'-30' 20'-30' Bdtl3 Flowering Tne ® SH 11 Ca fa owta SHAGBARK HICORY 2. (Min.) N/A N/A 70-80' 50'-70' B&B Flowering Tree FED 11 mrld Cous floa NC DOGN1100 FLOWERING MMf r (Mln.) N/A N/A 15'-20' 15'-20' BAd3 Flowering Trw �eL (•y RC 11 Junlpervs Nrglnima EASTERN RED CEDAR (y ,) N/A N/A 15'-20 15'-20' BNB Ew "m Trae MP 22 Pfrms strobus WHITE NNE (M.7 N/A N/A 50-80' 20'-40' 80 Ewrgram Tree 00o PBM 22 MTsumum d .wm 'Chrhtbm' ARROWINOD TAue Muffin' N/A N/A N/A 5'-7' 5'-7' 2 GAL SNrvb BN 22 Ybumum pmnifdlum BUM HAW N/A N/A N/A 12'-15' 12'-15' 2 GAL Shnb NB 22 Vlbumum lenlago NANNY BERRY N/A N/A N/A 10'-25' 10'-15' 2 GAL Shn,b WH 22 Hamamdia ,irginiana OEM HAZEL N/A N/A N/A 1W-20' 15'-20' 2 GAL Shrub ■ SS 44 Rhus tlphlnn sTACHORN SUMAC N/A N/A N/A 15'-20' 20'-W 2 GAL %mb G.C. __ Armin melonwarpa BLACK OIOKEBERRY N/A N/A N/A N/A N/A 1 CAL Oound Cow Low Scope Mound' O.C. -- Rh.. aramatim FRAGRANT SUMAC 'Oo Lor• N/A N/A N/A N/A N/A I GAL Grand Gms r:.H'Y / ,e4s' --\ NN —I— \ I II I 1 \ \/' \ ♦ / / , I 'ly -1 D Y ------------------ �` pig sp®— --\ \\------](4aW ---------- -'-\ \\ \♦ \I , � I l I I I I X If �'+ \ \ � �\d�-�,��` \ \\\ ♦♦\ \\\ /'"----�(p / / It \` \\ \\ \\ \\ \\ \\ � \\% � I I � 'AI i I I � \ �1 1 1! 1 1 I\ \\ \\ � ,•.C' .' � /L�l� \ \ \ I \ \ 1 1 1 1 \ \ , I I ' , lSN)N/$A/P LAI�DSCAPIN61 I I 1 � \ 1+ ��' / \ \ \ \ \ \ \ 1 / E41EE \ ems______ I I 1 \ \ ' 1 \ \ \ I \ \ l 1 \ 1 \ \ SEC7/ / / ______- �\`\ ' \1 SEE NORTH POINTE SUBQII'}Sl I j �\\ \ \ 1 \ \ ♦\ _ '\ \\ /,/ SEC710IN 1 VOPQ PLANS I . \ \\ \\ ' I,11 1 \\ \\ \\ ----_ -----` T \\y/ SHt 72C IFOR L�'ETAIItSI 1 rdw/aw a \\ \\ \I 'R IIII 1 \\ \\\ _ ,•.rt-'' '/ /-' 1 / \\ \ `\\ \\ , / I 1 1 / 1 1 \ 1 I I I / I I 1 I I I @@I I 1 \ \ \ d�4 \ \ `\ / __--' •'� ,/' '/ - ' ' ' �� _ � \ \ � '�' / �_-___-`�` / � , � � � I /'� 11 `I 1 11 I I 1 � \\\ i' '�- I 1 I I I i I I , \1\\ \\ \\ 1! \\ \\ ♦,/ _-- �_ , ,// � �,y''' / ' _\ \ \\ \\ I ' \♦ ' ) I I I 1 I 1 1 1 1 I I I 1 \/ ; I Aw 1 / / LANDSCAPING PLANTS AND TREES ADJACENT TO THE NEED SIGHT DISTANCE TRIANGLE MAINTAINED IN AREA BETWEEN 2 AND -��`_--------'- - __ "" / / -� / / I 1 7 FEET ABOUVE GROUND AS CLEAR 00-00, 022G0 i \`` - `- --___ i —� -� ---- 03200-00-00-02000i _/ / L (' r- # / / / \ I ZONE TO PRESERVE SIGHT LINES AND RT TYBURSK - / - \� i1 CWH PROPERTIES ACCOMMODATE PEDESTRIANS. 82% PG./ 09 / i #01A20b-OQ-00-022J0 `_,______ � ' 4 \� LIMITED-POTNERSHIP_/--- HAFFDTIME6 LLU - #032OQ� 00-00-022F0 -- ,J �+ D.B.' 2309 -P . 419 D.N. 2b43,. PG. 211i H/ARRDTIMES. LLC /'' 1` h\ - _ _- _�' // j 1 / £�� f I \ LEGEND It \ - - CONCEPTUAL STREET TREE PLANT SCHEDULE SYMBOL ABBR. wµ BOTANICAL NAME COMMON NAME SPEC. I REMARKS xows yay HI>A1-I � AR AID A. rvbrvm 'Autumn Blaze AUTUMN BLAZE RED MARE 2• N/A N/A 40'-50' 25'-40' BNB ONE TREE PER FT OF CURB LINE 2 EXACT (My,,) LOCATION DEPENDS ON DEPENDS O unutt Locanoxs ONE TREE PER R AS 40 Acm buergennum TPoDENT MAPLE 2• (Min.) N/A N/A 20'-30 20'-30' 80 Of CURB LINE EXACTT O C LOCATION DEPENDS ON uTutt Laanaxs AC 40 Acm campwtre & cw. HEDGE MARE (EVELYN) Y (Min.) N/A N/A 251_35• 2j-S5• g&g O ONE TREE PER 50 FT OFMRS LINE EXACT LOCATION DEPENDS ON u1K1TY LOCATIONS 2 ONE TREE PER 50 R ® CIF 20 Comus Rerda & cw. ROWERING DOGWOOD N/A N/A 15'-30' 15'-30 BNB OF MEDIAN EXACT (My,,) LOCATION DEPENDS ON uTNltt LacAnaxs is ONE PER' FT ® OP 20 Acer ginnala 'BANE' 'FLAME' AMUR MAPLE (Min.) N/A N/A 15-20' ''-20' 15 BNB OF MEDIAN LOCATION DEEP DS ON UTUIY LOCATIONS %r r i"p♦.\ ; i % /' /'.m- - - - - STREET TREE r` I / / !! C, / TO BE CHOSEN BY OWNER AT THE ,—___— TIME OF INSTALLA77ON ._----- ----- -� ORNAMENTAL MEDIAN LANDSCAPE STREET LIGHT - _ GRAPHIC SCALE 100 0 50 100 200 IN \\ "�/ �i \ 1� Sao'// .' / (`.' 'di'�-d ♦ ( IN FEET ) \� 1 inch - 100 f+ 0 0 t\2 d� U z CQ�� 22 co 0 �� o � "� W U LU .-4 a� w b. r n 0 ZVC)•y •1••1 C� Ul W�'•N fo w O a LW �� c r 0 4 d' cd00 0 O N �Oy jy C a D U O 0 N y O .' 2 U N O N Y Q � E m OI c U y � BRIAN C. M CHELL o Licr No, 035724 1111212020 FFSSIONALENC'\ a N C N N C O 1� U O j ' r v` o A� �C;g n [a o C fl, W w O l 6 v, U ^I W a N OT!1 N V � L REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER OWNER 11 12 2020 PER COMMENTS DATE t 04-27-2016 "' 41 SCALE c L PROJECT MANAGER BRIEf1V C. MITCHELL, P.E. rn •N v DESIGNED BY BCM / JI:.S t CHECKED BY � c D PROJ.# c 20150290 ; D SHEET # ° C - 10 r RETAINING WALL PROFILE 490 485 MIRAGRID 5X5=14' 480 MIRAGRID 5X5=14 ___ MIRAGRID 5X5=14 475 MIRAGRID X =14 470 � MIRAGRID nA�1=14 MRAGR1D-5X5=T4' GRADE IN FRONT OF MIRAGRID bXb=lb WALL ` 465 MIRAGRID 5X5-16' MIRAGRID 5X5=16' MIRAGRID 5X5=16 460 MIRAGR�5�X5=Tel-- MRAGRID 5X5=1�-_ MIRAGRID 455 450 o 1 i u o V 1 o 1 10100 10 50 11+00 11+50 12 00 12 54 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 0 0 LO � U Imo cat 00 0 U �.z U 0 xbo 0 0� CD too ( m �0 a Q) 0 0r.) 0 4 a BRIAN C, MIiiCHELI Lip, No, 035724 .0 05117119 '4 0 i. rit 14 6 O a 04 04 W co O 2 w q or REVISIONS DATE ITEM 10107116 PER COMMENTS 72118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROD.# 20150290 SHEET # C —11 NOTES: 1. A QUALIFIED TESTING AGENCY SHALL EVALUATE THE FOUNDATION SOILS PRIOR TO AND DURING CONSTRUCTION. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED FILL AS RECOMMENDED BY THE OWNER'S GEOTECHNICAL ENGINEER. UNSUITABLE SOILS ARE DEFINED AS ANY SOILS THAT DO NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. 2. SOILS USED IN THE REINFORCED ZONE SHALL NOT HAVE A PLASTICITY INDEX (PI) GREATER THAN 20, A LIQUID LIMIT (ILL) GREATER THAN 40, AND NO MORE THAN 45% FINES (-200 SIEVE). OTHER MATERIALS SHALL REQUIRE APPROVAL BY THE WALL DESIGNER. 3. NOTE:PARAMETERS BELOW TO BE VERIFIED DURING CONSTRUCTION BY DEA. REINFORCED SOIL: 28 DEGREES, MOIST UNIT WEIGHT = 125 pcf. RETAINED SOIL: 28 DEGREES, MOIST UNIT WEIGHT = 125 pcf. FOUNDATION SOILS: 28 DEGREES, MOIST UNIT WEIGHT = 125 pcf. DRAINAGE/LEVELING PAD STONE: 38 DEGREES, MOIST UNIT WEIGHT = 115/135 pcf. 4. NO SUBSTITUTIONS OF THE MATERIALS SHOWN ON THESE DRAWINGS SHALL BE PERMITTED UNLESS APPROVED BY DEA. 5. WALL ALIGNMENT AND GRADE SHALL BE BASED ON SURVEY CONTROL BY OTHERS. ALIGNMENT AND GRADE ARE BASED ON THE GRADING PLAN BY TOWNES SITE ENGINEERS DATED 5-1-1. 6. ANY ALIGNMENT OR GRADE CHANGES MADE IN THE FIELD OR PROPOSED BY THE OWNER'S CIVIL DESIGNER, OR THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO DEA SO THAT EVALUATION AND EFFECT ON DESIGN CHANGES, IF NECESSARY, CAN BE MADE BY DEA. f- 12 lii" 18" TOP VIEW BEVELED UNITS I- 12 1/2" --•1 12" 8 TOP VIEW STRAIGHT UNITS I I I I 1/2" 1 1 1 1 8" FRONT VIEW AnchorTM Diamond Pro® D1 IVIDUAL BLOCK DETAIL S3 (NOT TO SCALE) FINISHED GRADE (SLOPE VARIES) VARIES G_EO_SYNTHE_TIC REINFORCEMENT 12" OF FREE -DRAINING AGGREGATE (VDOT 57) GEOSYNTHETIC REINFORCEMENT 4" DIA. DRAINPIPE (ELEVATION VARIES)'- GEOSYNTHETIC REINFORCEMENT 8"X24" MINIMUM ILFTT COMPACTED VDOT 21Ai=pp--1 *D OR 21B LEVELING PAD; IC �— COMPACTED VDOT 21A OR 21B IN UNDERCUT ZONE f�*W *WHEN LEVELING PAD SUBGRADE DOES NOT MEET THE REQUIRED ALLOWABLE BEARING CAPACITY, THE SUBGRADE SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO PROVIDE RECOMMENDATIONS SO THAT REQUIRED BEARING CAPACITY IS MET. rAnchorTM Vertica® Retaining Wall DS TYPICAL UNDERCUT DETAIL S3 (NOT TO SCALE) AnchorTM Diamond Pro® D2 TYPICAL BASE PREPARATION DETAIL S3 (NOT TO SCALE) 3:1 MIN. SLOPE DI-1 MIRAGRID 0 7. QUALITY CONTROL AND QUALITY ASSURANCE TESTING SHALL BE PERFORMED ON A FULL-TIME BASIS BY A QUALIFIED TESTING AGENCY. THE SOILS AND MATERIALS PLACED IN THE REINFORCED ZONE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS SHOWN IN THESE WALL DESIGN DRAWINGS. DOCUMENTATION SHALL INCLUDE FIELD DENSITY TEST RESULTS, FILL TYPE, LIFT THICKNESS, SOILS LABORATORY BULK SAMPLE TEST RESULTS (GRAIN SIZE, COMPACTION, ATTERBERG LIMITS, ETC) , AND GEOGRID TYPE, LENGTH AND PLACEMENT ELEVATION. DENSITY TESTING OF SOILS USED IN REINFORCED ZONE IS NOT REQUIRED IF VDOT NO. 57 STONE IS USED FOR REINFORCED ZONE FILL. 0 THE ENTIRE 8. COMPACT FILL TO 95 /o OF THE SOIL'S STANDARD PROCTOR DENSITY (ASTM D698) FORE WALL HEIGHT AT A MOISTURE CONTENT PRIOR TO COMPACTION WITHIN 3% OF THE SOIL'S OPTIMUM MOISTURE CONTENT. IF VDOT NO. 57 STONE IS USED IN THE REINFORCED ZONE, PLACE NO. 57 STONE IN LAYERS NO GREATER THAN 12 INCHES AND COMPACT WITH A MINIMUM OF 4 PASSES WITH A VIBRATORY COMPACTOR. COMPACTION WITHIN 4 FEET OF BACK OF BLOCK SHALL BE PERFORMED WITH LIGHTWEIGHT HAND -OPERATED EQUIPMENT AND IN THINNER LIFTS. 9. INSTALL ALL WALL COMPONENTS AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION PROCEDURES AND RECOMMENDATIONS. 10. A PRECONSTRUCTION MEETING SHOULD BE HELD PRIOR TO ANY WALL CONSTRUCTION. ATTENDEES SHOULD INCLUDE OWNER, WALL DESIGN ENGINEER, WALL CONTRACTOR, SURVEYOR, AND EARTHWORK CONTRACTOR. 11. WALL CONTRACTOR SHALL PROVIDE CERTIFICATION LETTER TO OWNER WITHIN ONE WEEK OF WALL COMPLETION STATING THAT THE WALL WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. WALL SHALL BE CONSIDERED COMPLETE FOR PURPOSES OF THESE PLANS WHEN CAP BLOCKS HAVE BEEN INSTALLED AND SITE GRADING BEHIND AND AT TOP OF WALL HAS BEEN COMPLETED. WARRANTY FOR THE WALL SHALL BE AS AGREED UPON WITH THE OWNER AND STATED IN THE WALL BUILDER'S CONTRACT. COMPACTEDSUBGRADE (NOTE: IF FAT CLAY OR ELASTIC SILT SOILS ARE ENCOUNTERED AT LEVELING PAD GRADE, THESE SOILS SHALL BE UNDERCUT AND REPLACED WITH APPROVED FILL.) 12" MIN. COVER OVER DRAIN FILL SEGMENTAL REINFORCED RETAINING WALL RETAINING WALLS = SURFACE COLOR w TO BE T ¢ COMPATIBLE > WITH _ ARCHITECTURAL STYLE OF PROPOSED SITE DEVELOPMENT CONTRACTOR TO PLACE FIRST TWO COURSES BELOW GRADE "ALTERNATIVE ALTERNATIVE WALL SUBDRAIN MAY BE SUBSTITUTED BY THE PLANNING (DRAIN TILE) DEPARTMENT IF APPROVED. SECHEYFAL REINFORCED RETAINING WALL NOT TO SCALE VDOT 21A LEVELING PAD. MINIMUM TWO PASSES WITH LIGHT, HAND OPERATED COMPACTION EQUIPMENT AnchorTM Diamond Pro® D3 TYPICAL STEP UP DETAIL S3 (NOT TO SCALE) CAP UNIT DIAMOND PRO'® BLOCK FINISHED GRADE (SLOPE VARIES) T T-0„ y6„f T-0" FINISHED GRADE (SLOPE VARIES) 12" OF FREE-] AGGREGATE 4" DIA. DRAINPIPE (ELEVATION V 8" MIIVIMUM COMPACTED VDOT 21A LEVELING PAD AnchorTM Diamond Pro* _ TYPICAL CROSS SECTION DETAIL S3 (NOT TO SCALE) :::_- :_=_____:_-_:: ______--_I[Lrr-====______________________ REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAINPIPE THROUGH FACE DAYLIGHT DRAIN THROUGH WALL FACE EVERY (20 FT MAX.) 1 1_ 1_ 1_ 1_ 1_ —T— —T— T— T— T— T— T— �- 20' MAXIMUM —►I 4" DIA. DRAINPIPE (ELEVATION VARIES) I 2" CUT 1 2ND COURSE ABOVE GRADE IST COURSE ABOVE GRADE 1ST COURSE BELOW GRADE 2ND COURSE BELOW GRADE AnchorTM Diamond Pro* D4 AYLIGHT THROUGH WALL FACE DETAIL S3 (NOT TO SCALE) 3'-0" SWALE TOPSOIL 1 IMPERMEABLE CONCRETE 1 OR ASPHALT LINING (4 INCHES THICK MIN.) - _ _ — COMPACTED INFI LL FREE -DRAINING AGGREGATE T-0" SWALE LINED WITH �{ VEGETATION fOPSOEL OW -PERMEABILITY CLAY SOIL 8 INCHES THICK MIN.) !EOMEMBRANE LINING OPTIONAL) COMPACTED INFHL, FREE -DRAINING AGGREGATE(VDOT57STONE) REFER TO THE NCMA DESIGN MANUAL FOR ADDITIONAL DETAILS AnchorTM Diamond Pro® D8 TYPICAL DRAINAGE SWALE DETAIL S3 )(NOT TO SCALE) 0 rn c rn00 O C6 N 0 co O 0 LL �nO �t u. CQ 00 O O W _Z '� •.irr O'er c Z"d C) � 4) U1 c W ;r CO � w O O Oi`�r to LW _ �,3. C r Im cd F0 0 a O N Fy r..% U O a 2 0 U O O O� O O V ``^^ d vJ Q 3 E rn LpLTH OI ` c 0 0 BRIAN C, M CHELL o C. No. 035724 05117119 r O�FSSIONALENO\� 0 OL c c 0 U 3 t 1-jco q N o c E�, I �� w a ti N ti C ~ a , o w c V v 2 04 Ca Oc l L c v1 Lic REVISIONS DATE ITEM 10107116 PER COMMENTS 72118118 PER COMMENTS/OWNER 05117119 PER COMMENTS EL � DATE 04-27-2016 " SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. m .N v DESIGNED BY BCM / JLS r CHECKED BY c 0 PROJ.# 20150290 .3 0 v SHEET # C -11A r CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1 - GENERAL 1.01 SECTION INCLUDES A. RETAINING WALL SYSTEM CONSTRUCTED OF CONCRETE SEGMENTAL RETAINING WALL UNITS. B. GEOSYNTHETIC REINFORCEMENT AND GEOTEXTILE FABRIC C. LEVELING PAD BASE D. DRAINAGE AGGREGATE E. BACKFILL F. DRAINAGE PIPE G. ADHESIVES 1.02 REFERENCES A. AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS (AASHTO) 1. AASHTO M288 GEOTEXTILE SPECIFICATION FOR HIGHWAY APPLICATIONS 2. AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1. ASTM C140 STANDARD TEST METHODS FOR SAMPLING AND TESTING CONCRETE MASONRY UNITS AND RELATED UNITS 2. ASTM C1262 STANDARD TEST METHOD FOR EVALUATING THE FREEZE -THAW DURABILITY OF MANUFACTURED CONCRETE MASONRY UNITS AND RELATED CONCRETE UNITS 3. ASTM C1372 STANDARD SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS 4. ASTM D448 STANDARD CLASSIFICATION FOR SIZES OF AGGREGATE FOR ROAD AND BRIDGE CONSTRUCTION 5. ASTM D698 STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT (12,400 FT-LBF/F3) 600 KN-M/M3 6. ASTM D1556 STANDARD TEST METHOD FOR DENSITY AND UNIT WEIGHT OF SOIL IN PLACE BY THE SAND CONE METHOD 7. ASTM D1557 STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT (56,000 FT-LBF/F3 (2700 KN-MIM3) 8. ASTM D2487 STANDARD CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM) 9. ASTM D2922 STANDARD TEST METHODS FOR DENSITY OF SOIL AND SOIL -AGGREGATE IN PLACE BY NUCLEAR METHODS (SHALLOW DEPTH) 10. ASTM D3034 STANDARD SPECIFICATION FOR TYPE PSM POLY VINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS 11. ASTM D4318 STANDARD TEST METHODS FOR LIQUID LIMIT, PLASTIC LIMIT, AND PLASTICITY INDEX OF SOILS 12. ASTM D4595 STANDARD TEST METHOD FOR TENSILE PROPERTIES OF GEOTEXTILES BY THE WIDE -WIDTH STRIP METHOD 13. ASTM D5262 STANDARD TEST METHOD FOR EVALUATING THE UNCONFINED TENSION CREEP BEHAVIOR OF GEOSYNTHETICS 14. ASTM F405 STANDARD SPECIFICATION FOR CORRUGATED POLYETHYLENE (PE) TUBINGS AND FITTINGS 15, ASTM G51 STANDARD TEST METHOD FOR MEASURING PH OF SOIL FOR USE IN CORROSION TESTING C. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) 1. NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, SECOND EDITION, SECOND PRINTING (1997) 2. NCMA SRWU-1 DETERMINATION OF CONNECTION STRENGTH BETWEEN GEOSYNTHETICS AND SEGMENTAL CONCRETE UNITS 3. NCMA SRWU-2 DETERMINATION OF SHEAR STRENGTH BETWEEN SEGMENTAL CONCRETE UNITS 1.03 DEFINITIONS A. REINFORCED FILL: SOIL WHICH IS USED AS FILL BEHIND THE DRAINAGE AGGREGATE AND WITHIN THE REINFORCED SOIL MASS. B. RETAINED SOIL: SOIL LOCATED IN THE AREA BEHIND THE REINFORCED ZONE. C. DRAINAGE AGGREGATE: MATERIAL USED WITHIN (IF APPLICABLE), BETWEEN, AND DIRECTLY BEHIND THE CONCRETE RETAINING WALL UNITS. D. FILTER FABRIC: MATERIAL USED FOR SEPARATION AND FILTRATION OF DISSIMILAR SOIL TYPES. E. FOUNDATION SOIL: SOIL MASS SUPPORTING THE LEVELING PAD AND REINFORCED SOIL ZONE OF THE RETAINING WALL SYSTEM. F. IMPERVIOUS FILL: SOIL PLACED AT THE GROUND SURFACE THAT REDUCES/IMPEDES THE FLOW OF WATER INTO THE REINFORCED ZONE. G. GEOSYNTHETIC REINFORCEMENT: MATERIAL SPECIFICALLY FABRICATED FOR USE AS A SOIL REINFORCEMENT. H. GLOBAL STABILITY : THE GENERAL MASS MOVEMENT OF A SOIL REINFORCED SEGMENTAL RETAINING WALL STRUCTURE AND ADJACENT SOIL MASS. STABILITY ANALYSIS TO BE PERFORMED BY GEOTECHNICAL ENGINEER. I. PROJECT ENGINEER: GEOTECHNICAL ENGINEER SHALL BE EMPLOYED TO PERFORM SITE OBSERVATIONS, PROVIDE RECOMMENDATIONS FOR FOUNDATION SUPPORT, AND EVALUATE SOIL SHEAR STRENGTH PARAMETERS ON A FULL-TIME BASIS. 1.04 SUBMITTALS TO OWNER A. TEST REPORTS: INDEPENDENT LABORATORY REPORTS STATING MOISTURE ABSORPTION AND COMPRESSIVE STRENGTH PROPERTIES OF THE CONCRETE RETAINING WALL UNITS MEET THE PROJECT SPECIFICATIONS WHEN TESTED IN ACCORDANCE WITH ASTM C140. 1.05 DELIVERY, STORAGE AND HANDLING A. DELIVER, STORE, AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, IN SUCH A MANNER AS TO PREVENT DAMAGE. CHECK THE MATERIALS UPON DELIVERY TO ASSURE THAT PROPER MATERIAL HAS BEEN RECEIVED. STORE ABOVE GROUND ON WOOD PALLETS OR BLOCKING. REMOVE DAMAGED OR OTHERWISE UNSUITABLE MATERIAL, WHEN SO DETERMINED, FROM THE SITE. 1. EXPOSED FACES OF CONCRETE WALL UNITS SHALL BE FREE OF CHIPS, CRACKS, STAINS, AND OTHER IMPERFECTIONS DETRACTING FROM THEIR APPEARANCE, WHEN VIEWED FROM A DISTANCE OF 10 FEET. 2. PREVENT MUD, WET CEMENT, ADHESIVES AND SIMILAR MATERIALS WHICH MAY HARM APPEARANCE OF UNITS, FROM COMING IN CONTACT WITH SYSTEM COMPONENTS. 1.06 EXTRA MATERIALS A. FURNISH OWNER WITH REPLACEMENT UNITS IDENTICAL TO THOSE INSTALLED ON THE PROJECT, AS MAYBE REQUESTED BY OWNER. PART 2-PRODUCTS 2.01 MATERIALS A. CONCRETE DIAMOND PRO RETAINING WALL UNITS:: 1. PHYSICAL REQUIREMENTS a. MEET REQUIREMENTS OF ASTM C1372, EXCEPT THE MAXIMUM WATER ABSORPTION SHALL BE LIMITED TO 7 PERCENT, AND UNIT HEIGHT DIMENSIONS SHALL NOT VARY MORE THAN PLUS OR MINUS 1/16 INCH FROM THAT SPECIFIED IN THE ASTM REFERENCE, NOT INCLUDING TEXTURED FACE. b. UNIT FACE AREA: NOT LESS THAN 1.0 SQUARE FEET. C. COLOR: FROM MANUFACTURER TO MATCH COLOR OF EXISTING WALL BLOCKS. d. FACE PATTERN GEOMETRY: SELECTED BY OWNER. e. TEXTURE: AS SELECTED BY OWNER. B. GEOSYNTHETIC REINFORCEMENT: SHALL BE AS SHOWN ON THE PROFILE FOR EACH RETAINING WALL. C. LEVELING PAD BASE: CRUSHED STONE MEETING THE REQUIREMENTS OF VDOT No. 21A OR VDOT No. 21B; MINIMUM THICKNESS OF 8 INCHES. D. DRAINAGE AGGREGATE: VDOT No. 57 STONE. E. REINFORCED FILL: MATERIAL PLACED ABOVE AND BELOW GEOGRID REINFORCEMENT WITH PROPERTIES SHOWN IN GENERAL NOTES ON COVER SHEET. F. IMPERVIOUS MATERIAL: CLAYEY SOIL OR OTHER SIMILAR MATERIAL WHICH WILL IMPEDE PERCOLATION INTO THE DRAINAGE ZONE BEHIND THE WALL. G. DRAINAGE PIPE: PERFORATED (BEHIND WALL) OR SOLID (THROUGH WALL) PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405. H. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL UNIT MANUFACTURER. PART 3 - EXECUTION 3.01 EVALUATION A. EVALUATION SHOULD BE CONDUCTED BY THE OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. B. PRIOR TO WALL CONSTRUCTION, GEOTECHNICAL ENGINEER SHALL PERFORM GLOBAL STABILITY ANALYSIS BASED ON GEOTECHNICAL SOIL BORINGS WITHIN AND ADJACENT TO THE WALL FOOTPRINT. C. EVALUATE THE AREAS AND CONDITIONS UNDER WHICH THE RETAINING WALL SYSTEM IS TO BE ERECTED, AND NOTIFY THE CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. WALL CONTRACTOR SHALL VISIT THE SITE TO PERFORM SAME EVALUATION. D. PROMPTLY NOTIFY THE WALL DESIGN ENGINEER OF SITE CONDITIONS WHICH MAY AFFECT WALL PERFORMANCE, SOIL CONDITIONS OBSERVED OTHER THAN THOSE ASSUMED, OR OTHER CONDITIONS THAT MAY REQUIRE A REEVALUATION OF THE WALL DESIGN. E. VERIFY THE LOCATION OF EXISTING STRUCTURES AND UTILITIES PRIOR TO EXCAVATION. 3.02 PREPARATION A. ENSURE SURROUNDING STRUCTURES ARE PROTECTED FROM THE EFFECTS OF WALL EXCAVATION. B. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. C. OWNER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR LOCATING ANY AND ALL UTILITIES IN THE WORK AREA PRIOR TO WALL CONSTRUCTION. UTILITY LOCATIONS SHALL BE IDENTIFIED IN THE FIELD AND SHOWN TO THE WALL CONTRACTOR'S SITE FOREMAN. 3.03 EXCAVATION A. EXCAVATE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. OVER -EXCAVATION SHOULD BE EVALUATED BY GEOTECHNICAL ENGINEER. REPLACEMENT OF OVEREXCAVATED SOILS WITH COMPACTED FILL SHALL BE AS RECOMMENDED BY GEOTECHNICAL ENGINEER. USE CARE IN EXCAVATING TO PREVENT DISTURBANCE OF THE BASE BEYOND THE LINES SHOWN. 3.04 FOUNDATION PREPARATION A. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, AND AS RECOMMENDED BY TSE B. THE GEOTECHNICAL ENGINEER SHALL EVALUATE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. OVERSIZE RESULTING SPACE SUFFICIENTLY FROM THE FRONT OF THE BLOCK TO THE BACK OF THE REINFORCEMENT, AND BACKFILL WITH SUITABLE COMPACTED BACKFILL SOILS. C. THE GEOTECHNICAL ENGINEER SHALL EVALUATE WHETHER THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO REDUCE TOTAL AND DIFFERENTIAL SETTLEMENT. D. FILL OVER -EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BYTSE 3.05 BASE COURSE PREPARATION A. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED IN ACCORDANCE WITH ARTICLE 3.04. 1. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. 2. PROVIDE AGGREGATE BASE COMPACTED TO 8 INCHES THICK (MINIMUM). B. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. C. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 3.06 ERECTION A. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND AS SPECIFIED HEREIN. B. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. C. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. D. PLACE CONCRETE WALL UNITS SIDE -BY -SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. E. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO 9 INCHES BELOW THE FINAL SURFACE GRADE IN ORDER TO CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. F. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE (SEE DETAILS SHEET), TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 2 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT. G. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. DRAINAGE AGGREGATE AND BACKFILL ARE TO BE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. H. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. I. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. J. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE WALL DESIGN DRAWINGS. 1. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. 2. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. 3. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THESE DESIGN DRAWINGS. 4. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. 5. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE REINFORCED FILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND -TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND -TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. 6. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. 7. WHERE PIPES INTERFERE WITH GRID LOCATIONS/ELEVATIONS SHOWN ON PLANS, GRID SHALL BE PLACED ALONG SIDE OF, UNDER, AND/OR ABOVE TO MATCH ELEVATIONS ON OTHER SIDE OF PIPE AS SHOWN. ADDITIONAL GRID MAY BE REQUIRED BY WALL DESIGNER ABOVE AND BELOW PIPE, DEPENDING ON ALIGNMENT ANGLE AND SLOPE OF PIPE. 8. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. 9. RUBBER -TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER -TIRED EQUIPMENT IS NOT ALLOWED ON THE GEOSYNTHETIC REINFORCEMENT. K. USE SPECIAL CORNER BLOCKS AS RECOMMENDED BY THE BLOCK MANUFACTURER. L. THE CONTRACTOR SHALL START AND FINISH WALL CONSTRUCTION WITHOUT UNDUE DELAY. IF CONTRACTOR IS INSTRUCTED BY OWNER TO STOP WORK BEFORE COMPLETE INSTALLATION OR IF WALL CONTRACTOR ELECTS TO DELAY WORK FOR ANY REASON, A CAPPING LAYER OF LOW PERMEABILITY SOIL SHALL BE PLACED OVER TOP OF THE DRAINAGE STONE AT LEAST 8 INCHES THICK AND COMPACTED A MINIMUM OF FOUR PASSES WITH A VIBRATORY PLATE COMPACTOR. THIS LAYER IS CONSIDERED TEMPORARY, AND SHALL BE COMPLETELY REMOVED PRIOR TO RESUMING WALL CONSTRUCTION. M. WALL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTORIOWNER THE FINAL PLACEMENT OF IMPERVIOUS FILL OVER THE DRAINAGE LAYER BEHIND THE WALL. THE IMPERVIOUS FILL IS CONSIDERED PART OF THIS WALL SYSTEM AND SHOULD BE PLACED PRIOR TO WALL CONTRACTOR'S DEMOBILIZATION. 3.07 REINFORCED FILL PLACEMENT A. PLACE FILL IN THE REINFORCED ZONE, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE GEOSYNTHETIC REINFORCEMENT. B. ONLY LIGHTWEIGHT HAND -OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. IF THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS, REPLACE THE REINFORCED SOIL IN THIS ZONE WITH DRAINAGE AGGREGATE MATERIAL AND COMPACT WITH A MINIMUM 4 PASSES WITH A LIGHT VIBRATORY COMPACTOR AND IN THIN LIFTS. C. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE. 1. PLACE MATERIALS FOR USE IN THE REINFORCED ZONE IN LOOSE LAYERS NO GREATER THAN 8 INCHES FOR SOIL AND NO GREATER THAN 10 INCHES FOR CRUSHED STONE MATERIALS. 2. COMPACTION WITHIN 4 FEET OF THE BACK OF THE SEGMENTAL WALL UNITS SHALL BE PERFORMED WITH LIGHTWEIGHT, HAND -OPERATED COMPACTION EQUIPMENT AND IN THINNER LIFTS IF NECESSARY TO ACHIEVE COMPACTION THROUGHOUT ENTIRE LIFT. 3. COMPACT FILL (REINFORCED AND RETAINED) TO 95 PERCENT OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) FOR THE ENTIRE WALL HEIGHT. WHERE WALL HEIGHTS ARE GREATER THAN 10 FT, COMPACT SOIL TO AT LEAST 98% OF SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D-698) FOR FULL HEIGHT OF WALL. 4. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED ZONE TO 95 PERCENT OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698). 5. UTILITIES MUST BE PROPERLY DESIGNED BY OTHERS TO WITHSTAND ALL FORCES FROM THE RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS, IF ANY. 6. WHERE CRUSHED ROCK (OPEN GRADED AGGREGATE SUCH AS VDOT No. 57 STONE) MATERIALS ARE USED IN THE REINFORCED ZONE, COMPACTION SHALL BE PERFORMED BY A MINIMUM OF 4 PASSES WITH A LIGHT VIBRATORY COMPACTOR AND IN THIN LIFTS. D. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. E. THE WALL AND EARTHWORK CONTRACTORS ARE RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. IN ADDITION, THE CONTRACTORS ARE RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 3.08 CAP UNIT INSTALLATION (IF REQUIRED) A. APPLY ADHESIVE RECOMMENDED BY THE BLOCK MANUFACTURER TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. B. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3.09 SITE CONSTRUCTION TOLERANCES A. SITE CONSTRUCTION TOLERANCES 1. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/2 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. 2. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN a. STRAIGHT LINES: PLUS OR MINUS 1-1/2 INCHES OVER ANY 10-FOOT DISTANCE. b. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. C. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. B. AESTHETICS OF FINISHED WALL IS NOT RESPONSIBILITY OF WALL DESIGNER. 3.10 FIELD QUALITY CONTROL A. INSTALLER IS RESPONSIBLE FOR PROPER INSTALLATION OF SYSTEM COMPONENTS. B. OWNER SHALL ENGAGE A QUALIFIED FIRM TO VERIFY THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. C. CORRECT ANY WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE WALL DESIGN DRAWINGS. D. TESTING AGENCY TO PERFORM COMPACTION TESTING OF THE FILL PLACED AND COMPACTED IN THE FOUNDATION, RETAINED, AND REINFORCED FILL ZONES. 1. TESTING FREQUENCY a. MINIMUM ONE TEST FOR EVERY BLOCK COURSE (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. b. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND -OPERATED COMPACTION EQUIPMENT. IF OPEN GRADED STONE (SUCH AS VDOT No. 57 STONE) IS USED AS MATERIAL IN REINFORCED ZONE, STONE SHALL BE COMPACTED BY MINIMUM FOUR PASSES WITH VIBRATORY COMPACTION EQUIPMENT. 3.11 ADJUSTING AND CLEANING A. REPLACE DAMAGED UNITS WITH NEW UNITS AS THE WORK PROGRESSES. B. REMOVE DEBRIS GENERATED BY WALL CONTRACTOR AND LEAVE ADJACENT AREAS CLEAN. 3.12 MEASUREMENT PAYMENT AND CERTIFICATION A. MEASUREMENT OF SEGMENTAL RETAINING WALL SHALL BE ON AN INSTALLED SQUARE FOOT BASIS COMPUTED ON THE TOTAL FACE AREA OF WALL INSTALLED. WALL FACE AREA INCLUDES THE BOTTOM OF THE BASE COURSE TO THE TOP OF THE WALL, AND THE ENTIRE LENGTH OF THE WALL. B. PAYMENT SHALL BE IN ACCORDANCE WITH WALL INSTALLER'S CONTRACT. C. WALL CONTRACTOR SHALL PROVIDE CERTIFICATE LETTER WITHIN ONE WEEK OF WALL COMPLETION STATING THAT THE WALL WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. WARRANTY FOR THE WALL SHALL BE AS AGREED UPON WITH THE OWNER AND STATED IN THE WALL BUILDER'S CONTRACT. END OF SPECIFICATIONS BRIAN C, N11fCHELI Lic, No. 035724 o, 05117119 .< r- O ti q E, pq q ti �r4 � q o ti It-% -al N � � 0 O ww 04 W G O cn ZD co Q ti 64 Q4 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 04-27-2016 SCALE AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.,# 20150290 SHEET # C -11B