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Home My WebLink AboutSUB201600092 Plan - Revision Road Plan and Comps. 2020-07-31ALBEMARLE 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. apermit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Whefe any discrepancies occur the requirements of the pernnit shall govern. 2. All materials and constrmcion methods shall confofiu 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 grafting or other' construction. 4. All slopes and chskabed areas are to be fertilized, seeded and Mulched- 5. The maximum allowable slope is 2:1 (horizoDtal: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 berequired 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 V DOT standards and specifications. 2. Sutface drainage and pipe discharge mustbe. retained within the public. right-of-way or within casements prior to acceptance. All drainage outfall casements arc 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 iequifed 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 fequited, 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 PA 1. 6. Compliance with the minimum pavement width, shoulde 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 Properly 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 VDO'I" s video camera inspection procedure. General construction notes for Erosion and Sediment Control plans I The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the conntuencement 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 (inchmdinb, but notlinuted to. off -site bf utw ti waste areas), the contractor sliall sal into 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 detemined by the plan approving authority. T All chsturbed areas are to drain to approved sediment control measures m all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dcwateing operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff- producting rainfall event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All till material to be taken from an approved, lesion tired borrow area. 11. All waste materials shall betaken 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 arc to be reclainned within 7 days of completion per'/.oning Ordinance section 5.1.28. 11. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:OOpm. 15. Borrow, fill of waste activity sliall be conducted in a safe manner than maintains lateal support, or order to nuit a ize any hazard to persons, physical damage to adjacent land and improvements. and damage to an public street because o slides sinking, or collapse. P g YP g, P 16. The developer shall reserve the right to install, maintain, remove or convert lu permanent stonnwater management facilities where applicable all erosion control measures required c 11 by this plan regardless of the sale of any lot, unit. building or other oration of the property. Y P g Y g P P P Y IT Temporary stabilization shall be temporary seeding and mulching Seeing is to be at 75 lbs/acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to Consist of German Millet. Straw mulch is to be applied at 80lbs/100sf- Alternatives arc subjcct to approved by the County erosion control inspectot. 18. Permanent stabilization shall be time and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acfe and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31 of Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be C, applied at 801bs/100�1. Ahernahve� are subject to approved ed b the _cunt erosion control PP J PP Y Y inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned P ) P when 50% of the wct storage volume is filled with sediment. All seeded areas arc 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 inunediatcly. 20. All temporary erosion and sedinncnt 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. 'Ibis plan shall be void if the owner does not obtain a permit witbin 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation ❑shall be installed on all denuded areas within tune 9 months after g U the date the land disturbing activity conuncnced (Watci Protection Ofdinance section 17- 20713) General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95 K. of maximum dry density and 2% of optimum inoistute content. All fill material to be approved by a geotecdtnical enginect. A geotechnieal engineer is to be present during construction of dam. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. Tot temporary sediment [taps or basins which are to be converted to permanent stoiniwatef management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. SITE DATA DEVELOPER/APPLICANT ENGINEER SOURCE OF TOPOGRAPHY MAGISTERIAL DISTRICT ZONING DISTRICT TAX MAPS/PARCELS ZONING ARB APPROVAL # PROJECT AREA ACREAGE RESERVOIR WATERSHED FEMA MAP SECTION 1 ROAD PLANS RIVANVA DISTRICT ALBEMARLE COTiNT1', VIRGINIA GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVID MITCHELL, E.I.T. PHONE: (434) 296-4109 FAX: (434) 963-2670 E-MAIL: david®southern - classic. com TOWNES SITE ENGINEERING C/O BRIAN C. MITCHELL, P.E. 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VA 23832 PHONE: (804) 748-9011 FAX: (804) 748-2590 E-MAIL: BMITCHELLOCCTOWNES.COM BOUNDARY & TOPOGRAPHY SURVEY PERFORMED BY LOUISA AERIAL SURVEYS DATED 01/05/2012 HORIZONTAL DATUM: NAD83 RIVANNA PD-MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) 03200-00-00-02000 (PART OF) 03200-00-00-02300 (PART OF) 03200-00-00-023JO 03200-00-00-02910 ZMA-2000-00009 ZMA-2013-00007 NOT APPLICABLE 46.35 AC NORTH FORK RIVANNA - JACOBS RUN 51003CO145D / DATED FEB. 4, 2005 / ZONE 'X' UTILITIES CONTACT INFO: RAPPAHANNOCK ELECTRIC COOPERATIVE (REC) STEVE COATES DISTRIBUTION DESIGNER 13252 CEDAR RUN CHURCH ROAD CULPEPER, VA. 22701 PHONE: 540 727-2116 CHARLOTTESVILLE CITY GAS PHILIP GARBER CHIEF GAS ENGINEER 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 PHONE: (434) 970-3811 Rivanna Water & Sewer AuthGrity (RW&4S ) General Rater & Sanitary Server :Notes La st Rtvised: February 2011 1. all materials and methods of construction shall comptywith the latest version of the General Watef and Sewer Can struc[ion Specificaaens as adopted by the Albemarle CounnService Authority on January 15, 1998: except as modified below- or modified in Special Notes. RWSA shall approve all construction materislsand methods of construction. Apxeconstrucaon conference shall be held with RWSA prior to the start of anyw•ork. 3. The contractor shall be responsible for notifying N•fiss Uality(1-500-552-1001). 4. RWS_A Engineer (N ietona Fortat (434) 977-297O exL 205) shall be notified three busiaess days prior to the start of construction. 5. All work is subject to inspection b} RV"SA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RGV'S_A staff. No work shall be conducted on RW SA facilities on weekends or holidays without special written permission from RW SA. 6. For sanitary sewer line construction: RV"SA may require bypass pumping for de -ins to the existing system. all doghouse manholes must be pressure -tested before a connection ismade 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 necesmfilvcompiete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and Subsurface. The Contractor shall immediatel .non . the Engineer of an • dtscre ncies between the Plans and y fy g g pa field conditions. The Contractor shalluseduediligence to Pr otect all utilitiesand structures from damage at all times, whether shown on the plans or noL Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the (honer. S. Erosion and sediment control facilities shall not be permitted in the RV -SA ea cement without spacial written permission from RR SA. No grading shall be permitted in the RV -SA easement unless permitted otherwise by RWS A in writing. 9. No blasting shall be permitted within 100 feetof RWSA facilities without written permission and RVV'SA approval of the blasting plan. Ground monitoring during bta sang and a pre -blast survey maybe required. For blasting within100 f� tof anyoperative RR SA seweflines, bypass pumping and: or pre -and post CCTS maybe required RR'SAmayalsorequire cernfiemion 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 Qvnef. 10. The contractor shall obsen-e minimum sepsranon fequtrementefx unlit, Ofossmgs When a crossing is made under an existing facility, adequate structural support shall beprovided for the existing pipe. The area of the crossing shall bebackfilled with compacted ill stone to the springline of the existing pipe. 11. New- water main installations shall be pressure tested, chlorinated, flushed and have water samplesapproved 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. 1--1. All ea emeats for new RtV"SA facilities shall be recorded pfitrr to placing the rum facilitie s into service. 13. No permanent structural facilities will be permitted in the RWSA easement. 'Thisincludes building overhangs, retaining walls footers for any structure, drainage structures, etc. Treesare not permitted in the RWSA easement. APPLICANTS NAME GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT: SP-2002-72 ZONING: ZMA-2000-00009, ZMA-2013-00007 ALL FILL AREAS TO BE INSTALLED & STRUCTURAL FILL SUITABLE FOR ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL PROFESSIONAL ENGINEER. CONCRETE SHALL BE CLASS A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP) IS ALSO CONSIDERED AN ACCEPTABLE OPTION. IN THE EVENT OF ANY DAMAGE TO, OR DISLOCATION, OR DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE DAMAGE OR DISTURBANCE. IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT AND MOVE PEOPLE TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800. d VARlOC806 ; TOTAL LAND OF DEVELOPMENT = 268 AC to l7 I L (nW d H � af O Z AIRPORT P NOT TO SCALE ®PREVIOUS DISTURBED AREA = 20.37 AC (WPO#201500073, WPO#201500078) PROPOSED DISTURBED AREA = 46.35 AC (WPO#***) TOTAL DISTURBED AREA = 66.72 AC ROAD AND DRAINAGE 1 CULVERT OR STORM SEWER (WITH STRUCTURE NO.) EXISTING CULVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO. 0 PROPOSED MANHOLE EXISTING MANHOLE PAVED DITCH - JUTE MESH OR SODDED DITCH �► EARTH DITCH - GRASS LINED - - -100 - - - EXISTING CONTOUR 100 PROPOSED CONTOUR x ta000 EXISTING SPOT ELEVATIONS • 100.00 PROPOSED SPOT ELEVATIONS Tom/ 144.Q2 (T/C - TOP OF CURB) #1 BENCH MARK & REFERENCE NO. SLOP VDOT STANDARD STOP SIGN LEGEND SEWER -t- ---H- EXISTING SANITARY SEWER �0- PROPOSED SANITARY SEWER T TM SANITARY SEWER SERVICE CONNECTIONS I50500.00 COORDINATE LOCATION STATION OR WATER EXISTING WATERLINE PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE CROSS BLIND CAP REDUCER =1 19 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 (VAR1OC806) 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 e3.02 CONSTRUCTION ENTRANCE SF�E 3.05 SILT FENCE IP 3.07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE eST 3.13 [] TEMPORARY SEDIMENT TRAP ROCK CHECK DAM QQQQQ LIMITS OF CONSTRUCTION TS 3.31 TEMPORARY SEEDING PS 3.32 PERMANENT SEEDING MU 3.35 MULCHING DC 3.39 DUST CONTROL 4- I /60 I, �1 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 07/31/2020 COVER SHEET C-1A 07/31/2020 SPECIAL USE PERMIT AND ZMA PROFFERS C-1B 07/31/2020 MODIFIED APPLICATION PLAN C-2 07/31/2020 EXISTING CONDITIONS & DEMOLITION PLAN C-2A 07/31/2020 OVERALL PLAN MAP KEY C-3 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3A 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3B 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3C 07/31/2020 SITE PLAN AND UTILITY LAYOUT C-3D 07/31/2020 ROAD SIGNAGE PLAN C-3E 07/31/2020 ROAD SIGNAGE PLAN C-31F 07/31/2020 SP CROSSING OF FLAT BRANCH C-4 07/31/2020 GRADING PLAN C-4A 07/31/2020 GRADING PLAN C-4B 07/31/2020 GRADING PLAN C-4C 07/31/2020 GRADING PLAN C-4D 07/31/2020 DRAINAGE STRUCTURE SUMMARY C-4E 07/31/2020 BORE HOLES LOCATION MAP C-5 07/31/2020 INTERSECTIONS C-6 07/31/2020 POND GRADING AND DETAILS C-6A 07/31/2020 POND GRADING AND DETAILS C-6B 07/31/2020 BIO-RETENTION FILTERS C-7 07/31/2020 ROAD AND DRAINAGE PROFILES C-7A 07/31/2020 ROAD AND DRAINAGE PROFILES C-7B 07/31/2020 ROAD AND DRAINAGE PROFILES C-7C 07/31/2020 ROAD AND DRAINAGE PROFILES C-7D 07/31/2020 ROAD AND DRAINAGE PROFILES C-7E 07/31/2020 ROAD AND DRAINAGE PROFILES C-71F 07/31/2020 ROAD AND DRAINAGE PROFILES C-7G 07/31/2020 ROAD AND DRAINAGE PROFILES C-71H 07/31/2020 DRAINAGE PROFILES C-71 07/31/2020 DRAINAGE PROFILES C-7J 07/31/2020 DRAINAGE PROFILES C-7K 07/31/2020 SANITARY SEWER PROFILES C-71L 07/31/2020 SANITARY SEWER PROFILES C-7M 07/31/2020 SANITARY SEWER PROFILES C-7N 07/31/2020 SANITARY SEWER PROFILES C-70 07/31/2020 SANITARY SEWER PROFILES C-7P 07/31/2020 SANITARY SEWER PROFILES C-7Q 07/31/2020 LINE OF SIGHT PROFILES C-7R 07/31/2020 LINE OF SIGHT PROFILES C-7S 07/31/2020 LINE OF SIGHT PROFILES C-8 07/31/2020 HYDRAULICS C-9 07/31/2020 DETAILS C-9A 07/31/2020 DETAILS C-9B 07/31/2020 DETAILS C-9C 07/31/2020 TYPICAL SECTIONS C-10 07/31/2020 STREET TREES AND LIGHTING PLAN C-11 07/31/2020 RETAINING WALL DETAILS C-11A 1 07/31/2020 IRETAINING WALL DETAILS C-116 1 07/31/2020 IRETAINING WALL DETAILS O ICJ C r U Z C\2 CID CD co 0 CO 0 W � U CLU Z _b4°Poc rl� 0 v •�I `) Z '� •d O .�; c d� Uf I � w W o4-1 N OWCO F_ - 0 a d O N O iy c a 0 U 0 0 Or o O a U m Q �3 iu E 4) rn 1;_pLTH pF ` c >. c O 0 U y � BRIAN C. M CHELL o Lic. No. 035724 071 112020 �FSSIONALEN a m c C c 0 U c O �I 3 E-,i o Wrn U t ZJ 0 tT c [� 0o 0 CL REVISIONS CDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 071,3112020 PER OWNER eu c M c Lu 0) N rn C 3 12 0 CL 0 CL t DATE 04-27-2016 SCALE c 0 0 PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn (D -0 DESIGNED BY BCM / ✓LS r CHECKED BY -0 C 0 c PROJ.# 20150290 ; SHEET # C - 1 \ te, 0 COUNITY OF ALBEMARLE an, MoUghoduardedg.,sainvied, ,identical M�.m 32901,046 ancestor 2,2015 V.1eia Lend 321 E ... Mad. 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Araddlialsideadin. whodunt und 1. dia,lin assiddell chundide Me following a, The existing bee line and national tor, line bet will witheirs. the fider,rdedearing and pechoul, b� Provide an untiondood plan big circulted ords, and horcull species whind sins nardl -Record, and'how,droodwing plachis W �i]� shares in she of prundand chains and .1 whoul Proven ]"a th thave on the Much and wish side offardifithade Rose, fical sidevealk lead wased, dessiddroad fich, an iduchick, on, Rod cal fill while, idecto,o fintly (40) cat od �� our a merchants- hundred (400) fin fiders the itualfing, thes, of,anducent offichour 29 North esgn If dr. .,;,I, to, which fil Ass Noustiondfic, 11, 2020, I dandined.boddrand And Ill, wxd ticere �hhtll .... ... atA A Federal onagendent Agenc,, CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY JNFORMATION CONTINUED) a III. ..... . ... ... 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I Pa f, Federal Emergency Management Agency W.Ift-Al 20,72 CONDITIONAL LETTER OF MAP REVISION COMMENT DOCUMENT (CONTINUED) COMMUNITY INFORMATION (CONTINUED) I .... .. ....... . . A. 1) Al I All A....... AMENDED AND RESTATED PROFFER STATEMENT NORTH POINTE CHARLOTTESVILLE, LALC ORIGINAL REZONING APPIXATION: ITZMA-201110-009, SP -2002-72 ZMA 201340007 N" Points Pimilled, A�ndmmt Tax Ill Pon.],: 20,20l 20A2,20A.3,291,23il 23A, 23B, 23C, 23D, 21 23F, 23G, 23K and 23J. Appmximwly229 ac�mned Planned D�GlOp..i-Mixed Coma,..id ("I'DJAIC") August 5, 2013 with Rnpoa to the property described in �ini: application NZMA-2000-09 and SP-2002-72 (the "Original ZMA"), CWH Properties Limited Partnership is the fee simple owner and Neurflo Points ChRrImwh LLC is the mmmel purchs� of Tax Map 32, Parcels "Nmh Pointe Property"), and Violet Hill Assomiass, 2% 20A, 20A], 20t 20,13 and 291 (the LALIC. is the fin simple D� ofTax Map 32, Parcels 23, 23A, 23B, 23C, 23D, 23H, 23F, 23G, 23H and 23J (the "Violet Hill Property"). The respective towards we collectloody, reforpect be herein in the AADwither", which term shall include my firmenessers in intercust. Tilde Needs Pointe Proplarty and the Violet Hill Property bre ref�d to collectively Fat the "Property", all of which is the subject of mning map mmdmmt hipplication Rumba ZMA 2013�OGOV7 known as the "ZMA A�dnmW,'� Pwnmt to Section 33.3 of the Albmulc Coty Zoning Gdi�� Owner hereby volmtuy pareffigat The conditions listed in dons Admandcad and R��ted final Stmm�, which shad be applied the the North pointhe Property if the ZMA Ammdmmt is approved by Albemarle Comfy. Than conditions am pmffm4 an pan of the ZMA Ammdmwt and it is agneded thaL (1) the ZMA Amendiment itgdfgi. it= in the need for the mndktim. and (2) such cordefitions how a mwnable reholon to the Running Refunded. The Original ZMA, loguither with An eadvasexciand pmffm dated July 20. 2OD6 (the AsOuguall Preffor Su�nt'l. vands approved by the Albemarle County Board of Supervasons on August 2, 200l and aim included Tax Map 3Z Parcel 22K (which parcel 22K wait at Elie time dwprind of two p.t. so ... In 22H and 22K, which ban air. ban chistaximod trim sa single pat 22K) which is owned by Neighborhood Prapecarthes - NP, LLC (the "Neighborhood hinswerst Property"). The changes refunded in this ZMA Amendment shelf not apply to the Neighboring! Inv%tinem Pmperty In all saw mysiddo, this ZMA Armandmusel =ends and madeflush said pmffus in their middy and the Awarded and Restated Proffer Swmcni shall Point To the xfifihdi�pagd application plan swilled "North Poinim Community-, prepared by Enemy & Co., Arcidiands, fix isholl through Jim 13, 2006 and IW.bd h�o a Exhibit A (the "Application PW), and the Albemarle County Code it, cffical as ofthe datcul Original Proffer Sut�t (the 'ACruffity, Code"). The North Pointe CDmmmily shall be rclurrod six as the "Project e 1. THIS SECTION INTENTIONALLY DELETED 11. ENTRANCE CORRIDOR 2.1 Creation of a 410-Faight Buag [pop the Entrance Conrielfir Within six (6) months pace the acmp�m by the Virginia Department of Ir�poftfiM (-VDCrr) of the Read Impmvemm� as defirand in Section 5.3 thearges along the northbound Iowa cefUS. Rome 29, Owner shall pint and fl�ft� maintain at all times a landscapind boilers, including hadgwow4 olong the Entranion Condition frontage parcels owned by Owner. The buffer will �ist of a minimum 40-fort wide contintangs; visual landscape dead thin shall be mlbjm in Albemarle County Archimmursel pushing Bond ("Ali Review ad approval (the "Buffer") The Ruffiarriggy be lowed paidly on the Gladness property, and partly on TOOT property, Inthe doced VDOT at my a.. I. the fi� do= my portion of the Buffer located on VDOT property, the Owner shall comp�te fin such md=in by extending the Buffer an Currents pmpwy in order to maintain a minim= 40-ficam Butpor, even iful compereation, shall require arguments) ofparkingadjeo� to such Buffer Familial The SWM 2.2 Appear=. of Storm Water M...v,.mt ("SWM facilifieg, Field firom the En� Corniker adbactified on the Application Plan (goorminter �ngcmmt facilities 1, 2, suit 10) shall be shown, an a pin and be subject to ARB Region, and approvel. SWM I shall be designed such that its sb", pla�L and land fifirm (grading) tjam how= tie adjacc =�tion � mid the adifigneet bad edge of " Parking let and buildings. The plan for STTVNI I shall be submitted to the ARE with the first ARB submission for Building 14 up 19 ithentiffied co Shoe B TO due Application Plan ("Shcont B`% or my such building that is proposed to be located mom Building 14 is l�W an Shad B pun�t to The baud of Section 3.2. SWM 2 shall have a in= structured appm=m than SWM 10 (sm below) oil shall be duignad such that its shape, pl�mmt, and hand farm (grading) l�itim barpown the adja� mn�atim me and the adjacent bud edge of the With the first parking lot ad hldings. The plan fee SWM 2 hall be rummiticid To the ARB ARB mbnus8im for my of Buildings 26 through 31. SWM 109h.11hedmignedmchthaii� shapl pl�mt, and land focus (grading) am image[ with the adjacent mnw�ation men The plan for SWM 10 shall be submitted to the ARBI at the Um mad plan, am subnyiued be the County and VDOT for Northwest Pddifige. HL DENSITIES 1 1y&LRTflAgad, no total number of dwelling wits within the Project shall not located eight handrail ninety-ftw (893). Subject to Section 3.2, the building finotiffirinsta MW gross floor areas of �tpmial, office, and other mgxA and the building fbotprinm of hotels awl not exceed than set forth in the Land Use Breakdown Table .. Show A to the Application Plan ("Shed Ail. 3.2 Limited Ad ustowts to the Elemmu of the Application Plan. The gross floor arm of the Inildings used far courancencial, office, client anand bmElG shown an Sheet A Only be adjorstod within a range Of up to tap pu�t IlOoli Provided TIM the maxim= grain floor wit an Street A a act anceded, The flamprignis oflBuildinhou 6, far C*Ch category Of film sho 14 add 36 hod sbown on Show A Gan be interdmged. Nomitbsbwding the team of this Section 3.2 to One �my, Building 14 shall cut initially expeand 88,500 square fee, provided, h�m. that afts, We yews following the ismance, of The =IifOM of occupancy for Building 14, Building 14 may be adioted witlAn G range ofup W ten p�t (10%), add ifBitilding 14 is locatd I. the location shown an Shest B, my mod, "pension shall be located to the met so that the additional up.. to located along North plants Boulevard. No(WWMndiDg the t�3 of this Section, 3.2 To the write", but wasing To fied provisions of Section 8,1, the County may grathoridelludiffing2l As shown an Shed A to beadjusted byroads, &an tmp�t(IOG ), ERVATION IV. STORMWATER MANAGEMENT AND STREAM BED CONS 4.1 Fluddislag.Thexamoidthe lilflf�ydwfiohosd plain within the Project shall r..Rn public wilily facilities and their crishings, and pedingunian dist,,bd =,pt for mad �ainA a and biking muds, and Only to the extheird a ch camitions; we permitted by County ordinmm mA regulations. Upon the requesi of the ORMY, Owner sM] pravide a unsay and prepare the ==may dommmiatim and dedica� the land Within dush flood plain in the CDUWY� 4.2 Stlmwgtu Mm-g-mt ZL The st=wt./b� ...gmt praction plan for the Projefir shall be Imperial and all stom"ler management b�ilitiu for an Fueled shall be dessigmed mad ��ctod, to �=odge all cuumpot ��at�diwhwgtfym 'ru Map Parcel WZAO02-00�010,100 (Nagh�ds Mobile Home Park Develnpmmt) and from t Road and U.S. Route the existing developments On the nDTth�t Md mOrtbanal �MM OfPsaff 29, spovifically the following p�ls shomGd the coupon Albemarle Comfy tax maps: taxmap 32, parcels 38. 38A, 39, and 39A� tax map 32A, promesis 24, 2-1.6, 2-JAI, 2-1 B, 2-1 C and 24D. The gom�r management facilities shall filifigge the st�w� quality and quantity impacts, far the �walm a �atM boa, whadin the prow and for such mining offism ofififirltims As described herein, as though the entire promisting cmditim of the drainage grour is -site conditions and One undeveloped wooded aim Rod is being developed to the miming off wh idofilm, shall comprim a minimum ofthirty-ffim and proposed -Site Condition,. In l onc-tard p�t (33 113%) of the total required parking ]at landficipped arms within the "CommerdW Area" of the Posilied, as such Commercial Area is deli�ed oil Shent G of the "Sh"I O'll Appliation Plan 43 Erild-, And Sediment Central (a) The Oman shall, to the -maximum ddagm p�joble", pmyide such Sion and sediment wntmi mm� that wal State and Local additional appropriate exer minimum standards. If Th= is - dishigmemmt nuffightfig, whether Lim shandard cif"mmimum giant practicable" is sidisfiedd tile Virginia Department of Conservation and R�im will be provided an opporumv to Forriew and advise (in well question. pog-cmpwuctjon Salamander Ldm.k=�: The Ounce shati, W the maximum "Ind, inificausbach, provide post-�t� ion monnwoW BMPs that m �lgilm 10 onAverage most fifigicam at sale of 90% in published by Th. Cmia far sell chatogin in Article 64 of The Tarmfied Gf_Wjfi%,dl Prouredim (2000 Miami. Than will means, but M, ma limited to, bi��ion. bloodstream fil� =it used ��iOn basins. 4.4 Stream Buffer and Roommates. Upon Bee �ffl�mt Of ills applicable mm� period, the Omer shish notify the County add Provide the Comfy with 9 COPY of MY applicatimps) do The U.S. Army Col ofEngh� and/or DEQ for my s� diamonds. In addition, ifn�ary, after first looking OnIgh, for mitigation oppo=itim availlalk, TO Sgi$fY file Thernmaing pmms, the Owner shall amount Offis County for A list of off -Ate Opportunities; look for such idgtion, opp�nitia within Albemarle County for such mitigation, VA shall V. TRANSPORTATION 5.1 Indpward Street Construction Sftadsrds. Public mount, which in my Occur shall include at Last Looks Road, North Pointe Boulevard, Northadde Urnor East and Northwest Paral swill be (i) wns�ted in Award Wild the iflassionlifirs, unwin design uom sevdons she" a Shed D-I to the Application Plan ("Shewt Dl and aim in ahmwJrmmh with VDOT degaign standards pursuing to detailed plane agreed to b�= Oman and VDOT, and CH) deddicated for public wo mid offered for ==planes trim the Aside highway systand, TIM (with a maximum spacing of fifty (50) fast), landscaping and sidmalks an shown firs Shad D-1 shall be installed and maintained by the Goal in mardandong with Cmaty VDOT gndai*, unlms VDOT or the Cometyragrd, in writingto ==a this responsibility, 5.2 Timing of Copletion for Int�al Be� issuance of certificates of �pmDy, Octal shall wamphad, thm ififigonfient of an inturnal shad as sm� on Sbw D-1 within the Fueled which owns the building an onfichimixe for which a ceffifiMe Of �PMY is bought with at long the stone base and all but the final layout olplant-Mix asphalt his fin.] idylls of plant -mix asidalt shall be inswellod within me (1) yew following the basins" of the field additional of otimpancy for a building an re�id� stervend by the affictind Aruba supposed. 53 good imp�emuft, Omer shall design OW �s�u all of the mad iV,�mu mfermGd is econs5.3. 1 (a), 53.1 (b) and 5.3 1 Cc) Wow, which we aim shown on Shed D-I to the Application Plan and on Shad E to and Application Plan entitled "Examined "Shed r) houlleggively, the "Road Improvm�"� arlesse such Road important Plan" ( ROW Impro�wn Mn first coughmend an bonded by other. The various pha� of the ROW impmvmms are also drom for illustrative purposes on a coloo-cluded dopy of Shoe B that is attached h�o as Exhibit his. Owner shall difificidde 0 public use my requarbod right-of-way that it Laid, Sing 5.3, the use offifige therrin "mad" am JwMfJ. Von$ in fee Simple, For Pardifingoll 0 as the word in the ait applies Th igamad mcdo shall -In- Ifieve the � =-in& Aftermallic Comfy Subdivision Ordina� (Chapter 14 of the Alb�de County Code) when applicable 5.3.1 Detailed and Pbo.hm All Road hall be designed =it phased ass Rilaws; Dinfir. The Read Impm�mis shatill be shown an deciled mad plans thatisfying job shall to subrigned by the Owner for ratings and, wharch VDUT design standards wh satisfactory, approved by VDOT and the County (Except for the Road lmp�ts to U.S. Route 29, which shall be subject only to VIJOT approval) (hmimfler, the 'Approved Road Plans"). no Approved Road Plans shall show the width and length (except OR Pacified in Sections 5.11(a)(1)(H) and IN) and Section 5.3.11(b)(1)(0)i khroutim. type Of scOwn, and g�cUiaofalilmeimpm�=��mquimdbyVDOTdaignstmdvds. AlloftheRoad impm�ots shall be ��ed in cmvliww with the Approved Road Plans. The Road Impfinumis to U.S. Route 29 shal be band on the th��t VDOT design spend and crose-slope, rqui�mu. Notwilbawnding the previsions of This paragraph to Use wntmyt in the everg dim the internal nisideadial stagot designed as ab� an Sheet D-I am not accepted by VDOT, the Omer shall submit denied road ��tim plans f" well blind& to the County for m,i and, wum washishoryripprovell, subjecti fidso to fix COUMYSAPPmval OfPflww 9"3 undfir the Subdivision Ordinance (Ch. 14 Glass Albemarle County Godo), Phaeffig. The Road Improvisations; shall be embedded and �pkted in them Jargon as set forth below; (a) Phase I Road Imp�w�ts. Prim to OPPmal Of the filw m�erciul fir subdivision plart or simplar, within the projects Own shall allow all umciated pemoils and post all �*i�d bunds required for The construction of the following (collectivity. ffie "Phan I Road bTqmwem�s"): (1) Southernmost Eubm� to US. R� 22 (I) U.S. Rome 29 Soud3bound - m�Um of the viefifical mma� In the roadway jai north ofthe m� CH) U.S. Rome 29 Sowbbound -ocnifirmatical of a continuous 12 foal wide Through landc (with Shoulders or guard real as required by VDOT) miming at a point the is 1000 fees north of The additional =fin= and =tending muth to Airport Road. (it!) U.S. Rm� 29 Southbound - �ndmctiOn Of due] left win l�� With Japan at the (IV) U.S. Rome 29 Swithbound - wnwucfi� of right lure to� with taper to Men, w�h=.og mtww to SR 1515. U.S. Route 29 Northbound - wanstruction of a continuous 12 foot wide dmuio hudde (with shoulders or guard rail fid may be rWWmd by VDOT) wgwrdinS findern Pmfflt (Airport) Road (Rome 649) to the Norffiw.1 P.94&c sortmance. (vi) U.S. Route 29 Northbound - construction of a right hand turn long at the S,,utb�d fintraince, the geometric$ of which will be subjda to VDOT approval. (vii) U.S. Route 29 Northbound shomartiction of lea turn hurre With taper into SR 1515, (vil SR 1515 Eambothind Continuum and/or andriping to provide left turn Ime with taper (il Installation of a draffic, signal With 8 phase timing, vidw litigation and amdated im�im improvissamend a the iotmectim with U.S. Route 29. fX) Clean existing �� at U.S. Route 29 and Souffi�m En�m to SR 1515. (xi) Propingod Entranche Road lidepsece, North Pointe Bouisvwd Rod U.S. Routi,29. (2) North Pointe Boulloverm. Issiske Rmd and Ill Road: acmzdwdze fi) Looks Road and North Pointe Boulevard, in with the design won-sccfi� sharm on Shw D. 1, fym Proffit Road 0 either Nordiside Drive End in, ifflorfluside, Drive Ent hm � yet bear cTmMwwd I- Ind m=d-b�t at North Points Boulevard. North Pointe BDul�.d shall be ciatunducad Lot Northwest Passage. The Owner dW] provide a fifty (50) foot public along Looks Road and shall amount a two-line public mod 0 be accepted by VDOT and as �h of the other improv=m� shower on the �s�edim a possible within the available right-of-whair .9 smbly dbwmined by the Comfy Engmm� (ii) 'Me mundabou� or such mind imWvm�$ fid may be apprand by VEOT and mad Comfy, at the attenuation of Looks Road md Pmfflt Road show n an Shad 3 and an additional wmthound right und law an psoffit Read fiGm Ltake Road to U.S. red for ff Rouh:29 do whoustion Shed F Inaddifionfolpl�PwYtcquilitiOntbalismqui the 0 - site public rglet-of-way fir, Mammalian of & impmv� required by this Section 5.11(a)(2)(ii), the Oman shall make a cash contribution or provided lottotter itingiflo approved by the County Attorney for such phiaid. I. the meant a, Assumed mandatory, to, the property acquisition by the Counry Ationficy, provided that such momt shall not exceed on. isition hundrad fifty percent (150%) offlu, Cumay's fair Rocket shares appraisal prepred for al and wndmntion imposed. dred, cash =hibujim or Idea of credit d"m'bed in this Swtion 5.11(a)(2)(6) sholl be used to pay for the total card ofthe right oftey, acquisition. Thetchalcost of the tight of way acquisition fifir (he off -hour property �lmwy to w�a the i-Mvmwts required by this Section 5.3.1(al shall include the �of cosed, =mimed with acquiring land, buildings, stwur� -a-�s and other authorized int�w by =dmmtion or by purchred, including, but not limited in, land acquisition, offigintsecrings hisfifinlyfirg, wild reasonable attorneys face The msb wntibution or the letter of credit shall be provided by flit Omer within thirly (31T) days UPON request by the County. IfthepmpeftyisacquiTcdbypwr�hm.the contributian Time the purdwu prim shall Get exceed one hundred filly p� (150%) of the Col fair mrkd value appraisal prepared for mnd�6m platinum witishout the �m�t of :hicowne, Ifflue, doof ofthe right ofway acquisition exaceds the amount prearishusly toodarflostawl, h. the Owed shall minmurthe the County all such excess costs within tldfty (30) days upon request by the Comfy. The Comfy hall refund do the Owner all excous, contibutions up.. completing oftbe land requisition. fifi) lighentionallyoithed (Jay An addidoW thmugh Idw casthumd an Preffit Road front U.S. Room 29 to the roundabout at the oflAe, Road and Proffitt Rated. In addition, ideptoplarry facquiseition That is required fin flectoff-silso public riglandefestalt far construction nafthe impm�wts required by ded, Sedifich the Omer shall make a Cash cmMJbddkm Or provide a Imer of credit in a fidiffirt approved by the County At�y for such purpose in the mount as desired necessary far the promerty acquisitions by the County Attorneys provided that a] such amt shall at mcmd orm hundred fifty permust (150%)Ofthe Comfy's fRiTmukO v us appraisal forlipared for mquisidon and wnd�.don purposes. The cash cantribution or In" of a this Section 5-3. 1 (a)(2)(iv) shall be used to pay for the hotel cost of the right of credit deraped I wayacquisibm. no sets] cost oftlic right ofway Acquisition for the off site PmPMY DmemuY the impmvmm" required by this Section 5.3.1(a)(2)fiv) shall include *a .�l costs assficiatchd with acquiring tend, buildings, �ct� �mts and other authorized irsterculd by md�ion an hey purchase including. but set limited to, land acquisition, nearing sturvering and �nable �eys fees. The cash contribution an the lead of on& credit hall be prvided by the Own a within thirty (30) days upw request by the County. Ifthe pmpMy is acquired by pumb&RO� the �MUWOR far [be Purchoc price shall Dot exceed me hundred fifty pmont (150%) of the County's fair market Fame apperalsal prepared fior if the awl, of the Tight of Way cond�afin purpopost withruit the mmad Offiche Owner. waluisition Exceeds the amount TanViongly cmbibwod, than the Oman SMI reimburse the within thirty (30) days upon t�,q�t by the County. The (�o=tY Cc .. TV .11 awl .... Gets contribution; upon cRRpIdwrr offin land acquissition. eall mfimd to the Owner .11 Games Completion of the Phase I RoW ImProvemmu, Within fift� (15) months the lands subject &far the bounce offloo find building Permit fin A m�Om building WIND ithin the larojm, an prior to the issuance, of in the first criminal subdivision Plot or she Plan w a ewtifi�z of occupm� for such building, which� is such all of the Phase I Road impmv==t& shall be accepted by VIDOT [or public an on handed far VDOT's acceptances if such Road lmpmvmts hat a primary highway, or aoc4DpW by VDIOT for public we or bmWed ewndary highway. lease Comfy for VDOT's acoW=c ifsuch Road Impm�mts affica 3 (b) Phase 11 Road lmpmvmm�. Prior he approval orthe firighterithe Plan that would atelleconfic the aggregate all,= and hotel gross flocir =a as she" on Sheet A mclued ninety tb...nd (290,001 square fed, Omer hall within the Pmjm to exceed two har obtain all mociatud permits and post all associated bonds required for the m�ction ofthe following (collectinly, the "Ph= 11 Road Imp�mfts"): (1) Middle Efliginuch fin 1).s Route 29 (Noflasid. Of -pore East/SR L5M (i) U.S. Route 29 Sourthasound -candstruction of a continuous ailing at 12 foot wide thmugb Ime (with shoulders or guW ral as may be required by VDCYf) at is 1000 fact north of the Middle Eninn. and mtmding to the paid wbm It point thin connecuts with adaptation offfif Ime wnqmaed pursuant to Swfim (if) U.S. Rome 29 Southbound - �oucfim attached left turn loan idn topser. (Ill) U.S. Range 29 Southwood �tmcUm of a right June with topher (rv) U.g Re 29 Northbound - ms�efim of a rift hand Ime in the Middle Bendel the goodwill ofwhich will be subjecat to VDOT approval. Tv) U.S. Route 29 Northbound - construction of left man iffired With lapen. (vi) SR 1570E�bowd-wnsftudimofmrcstripingoflgnas to mutt in stiodwartheldfl, dmgb and eight Mid mo�mft. a traffic signal (vii) Entriefics; mad Watbowd - installation of with 8 phmc =in& vidoo additionl and �d�d interifinsion imp�ft an Ll R�. 29. I (vil Exisfing=Rq"aatCypmsDriva-CmL�tmctiontocom the F�ge mad from Cypresur Drive to SR 1570 - Gx) wastowden of a public samor to serve properties; m�ly advising U.S. Route 29 thmo Cypress Drive (2) Nostrarside Drive East b�= U.S- Route 29 and Norfix Pointe Boulevard in shown an Sheet D-1. Completion of the Ph... 11 Road lmp�mats, Within fifteen (15) months aft" the issum.c of the Fat building permit for a building will& the lmds subject to the first subdivision Phil or file plan That multi authorize the aggregate counsel office 0 Wass fidindir area in shown on Shad A within the Pyritifind to exceed two hundred ningety, thoomd (290,000) square fed, or prior to the bounce of a confificific, of occupancy for my building that asuch gross floser aread to =mad two hundred ninety thousand (290,000) spown, fed, wtudmi is earlier, all of the Phase 11 Read Improvmm� shall be accepted by VDOT for public use or handed for VDOT's Romplams, if such Rwd Improvements arm a pimary County for VDOT's aompimm highway, in accepted by VDOT fin public use or bonded to th ifswh Road I.pm�=� am a secondary highway. (G) Phase Of Road lm�mts, Prior to the oublow at. (I) the appronal unither of dwelling of the first subdivision plot a, hire pilot that donfifid authodrize the aggregate It units within the Proverat to ei five hundred thinythadde (533)l (if) the appurival of a subdivision plat or site plan for any development Of the Neighborhood Invntmw Proporty, an my paraw U�f. or fil the five (5) your annivmuy of the date of jawashost of the firsil Installation of occuparney fier a building or pmmiNm within the Project. Owner shall obtain .11 associated p�hs and past all rolmdruntedd bonds required for the cmgmction of the following mad improvements (collectively, the 'Than Ili Road lmpmv�(s") to the mtmt my such mad impriumments have not already been complished: (1) pforUdwdRem Infincroc lempogm Lewis it Clark Drive) on U.S. Route 29 0) U.S. Route 29 Saffithbound - �cfion of left Me June with tord. (if) Northwest Passage firm U,S. Rounte 29 to North Points 3malfival (HI) U.S. Rialto 29 Northbound - of a rw hand lamI the geological ofterhich will be subject to VDOT approval. Chi Vast wricady Glamorgan, North Pointe Boulevard b� Norftide Drive East and Northwest Plunge (y) If the traffic, signal to be �ed by others is I. plow prior To Oman w�..ing Work an tills N.rdi�mt Envnm and such MlEc sign-] GRIY includes ffi= legs, 0"" shall add the fourth leg to the signed, which shall include additional unded. � signal heads and WeillUy CqUip� nerinfiediry to sidipprour Northwest Final use of the inficessifiction, as det�iwd by VDOT. if such wife signal Th not in plow and the vehicular traffic generated by the Project Graded flon VDl siguill �mts to be met, and VDOT requires that a traffic, signal be handled as a eDuMan ofthe �um permit, Cooper shall being such inuffic signal. (2) Notwithstanding my other Pmvisim condarned in this Proffir Sta=m� within me hundred eighty (180) days afterr written notice from the County That it intends to build an elementary school on the School Lot (as "School Lee' is defined in Section 9.1). the Dwinger shall subrait road plart for On ��ctiOn OfNOrffiwM Pagal from North Points Boulevard to U.S. Route 29 W VDOT and to the County for -i-, and when satisfactory, approval- Pmh�M withal Twelve (12) months after inumme of the building permit fair oundomman of the elementary school, and if not Wrwdy wmpldad, Oman will complete (i) Nodb� Pastall from North Palms Brigulpeound at U.S. Route 29, (if) the kWav�� ad forth in Section 5.11(c)(1) Thigoves, and (III) North Pointe Boulevard film Nortilighles Drive East to Nodbwmt Passage. To allow the dcvcimmwt of the Schiscol Lot, the own" shall grant all temporary c�ots a n�ary To allow ithrods, and agreed for velfliclas and co�oi. equipment, grading, the installation and =!M�m of mrsion add dimt mntmi strudwas of mmo� Rod any other wargaidited —�-otion =am=%, as such temporary edgwashouting, arde strown on the subdivision plot ad site plan far the School Let and mutually agwA to by the Omer and the developer oftbe School LOT CoMpldWn of the Phase III Road lmp�ements. Wilton twelve (12) months after the �e of the applicable event in Section 5.3.1ic) which required the Owner W obtain all associated permits and post ail associated hands required for the commandant, of the Ph= III Road Impm�wts, all of the Phme III mad impro�mt shall be accepted by VDQT far public on or bonded fba, VD071"s accispitanced if which Read lmpmvmems = a primary highway, or acradifified by VDOT far public use or bonded to die Comfy far VDOT's acceptance fluddir Read knpro�em� rom a secondary highway. 5.3.2 Upon ropose by tile County, Owner shall make a cash contribution to the Oxwy a VBOT for the Cog of a bid an wirefleas radio system that will link one or am offire, signals b�m Lewis and Clark Dan and Airport Road; provided, however. dw the Total cash wnhibufion shall not m=d thody-fin thousand doll= ($35,ODO). Subject the �(� of farm modgm, if the county do" fing, Request the forth, or dam request the funds but th. "stmtim of the system dam Out begin by the later of D�bu 31, 2010 ur U� (3) yew &far chumplemuld offill ofthe Road finpm�mft, said funds shall be refunded to the Disarm 5.3.3 Prior toThe approval ofplm for finpm�n� at my U.S. Rome 29 ft�wAim, Ownfir shall provide VDOT traffise signal network dideng plans that VDOT finds acccpUbly auldradds; the imp" ofthe proposed fireliffic signals fiar peak traffic Foal 5.3.4 Radial Tcg.,Po�tion St.dyj Cash Con�ibutim. THIS PROFFER HAS BEEN SATISFIED. Upon request by the Comfy, Oman shall make 8 cub mntibubou ofone hundred thousand dollare ($100,000) to the Comfy fin the Purposes of funding a f4OnAl thasonsporthation study for the Route 29 corriticar which included; the South Fork and North Fork of the Riv� River and the Hollywood Growth Arm of which North Points is a p� The conVibufion shall be do Within thirty (30) days after acquesked by the Comfy adayabods after the annual approved, If the request is not made urging ofifil your afted the data oftipproval of the first final site plan fun the first commensal building within the Project, this proffer shll haw= null and ,aid. If such sh �tribufim is not canceled for the signal] prepong, within three (3) yew ftom the data the funds were contributed to the Comfy, all undexpended funds hall be rdisdid In the Omer. VIA OPEN SPACE AREAS AND GREENWAY 6.1 PM,&J,, Patheseen. All pectudifirian pathways shall be classified as shown an the filkantrum Pathway Key an Shoe G and, excul to, the pathways to be n."ded by the County, shall be shown on flit �bdivisim plat or site plan far the underlying an adjacent Inds within the Project. The pathways shall be constructed by Own" as Class A or Class 9 trals an identified an Show 0, and in a=rdM= with the applicable design and wnmmcfion sumuds in the County's Design Signal Mmul. Such construction shall be in conjummort with the juTmvmmta for the subdivision pint or site plan, as the offid, my bes, and handed with the w7wo if the pathways are 8 suffifividen impt�&-it, an with a Mf�nm bond if the pathways am a site plan impounding. The pathway shown oil Shed 0 aim& Flat Branch north andernith ofN�b.id. Drin East shall not continum through a eadvid ifa culdnia. is used for the stream dol The pathway intraill for the culvert bencemin Park E and Park F under North Prime Boulevard shll conform to the applismic standards in VDOT's "Subdivision Surged, and Oman shall mrimain the Including, if it is Get accepted by VDOT far �nai�ance. 6.2 Idillit, Upon Request by the County, Oman shall dedicate to the Cmality the Ink. shown an The Application Plan for public mil provided That such lake will be available for usic, by Owner far gom"t� ..dgan� in dicamind in Sheet C W tb. Application Plan entitled "St.� Mmag�.t and Stm= Go..6m Plan" ("Shchat Col. Vill. THIS SECTION INTENTIONALLY DELETED Vill. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Lildrarry, (a) Uport request by the County, Owner shall dedicate To the Comfy the fund simple interest in fludeland shown an Shed Bull a Iflarfary, wishisfingol'a 15,000 Kom foal fially graded pad site. with utilities, To am=od� a 12,500 sponsh foot building footprint, a fin fact penm� strip and up to a 25,000 square foot Inufliffirg, together with a noumdmjw �mmt to the adjaccial w�n area for initial agrees, carressurdection staging and sufficiond county Code required pukin& detention and wartiorquality, facilities for the location of a fr=tmding Jeffmon-Ma&sm Regional Library shad mob other dam that wis compemble with the proposed surrounding mad ad dowmimd by The County (the the library Notwithstanding thew= ofthc prior �t� be the wndl tithe requiremmts building require a larger building footprint, the County may authorize the li buffifing footprint To be larger than as stated in the prim rgpwwd, provided, however, that size of the me shown as "Park Hot an Shed 13 ("Pink He) and/or the base of the Adjacent parking Monediately north of the Libeary LOT an Shoe S (the "Library Puking Lot") shall be adjusted a=Tdingly To �nmodate such lager bidding footpoint TIM Obvider shall not be responsible for my utility lap few, but Omer shall GwdPlgm =�LtiDn of the Library Parking Lot md other parking uses �ing the Library Lig. The Owner "I permit the County to use the Library Parking Lot and/clit, if not already constructed, Pak H, for purposes of �tmoin staging. Within tweln (12) months aft" wriffid, notice, firom the County thin it intmAs To beon �t=�on of the libracry, the Owner shall make The access mads and the area ofthe Library Puking Led available with al heast a few inch compwed s� bus for use as mom and ��cfion Such � owns �ing the Ubmry Lot and the Library Picking Lot shall he �plmd and available for we no later than tire (10) months after issuance of the building permit for the library, presidad, lunwerods, that asphalt p��mi in maps, used for constriortion staging by the Comfy shall not he required to be damaged until flurty (30) days (or such longa �omble time an easy be nexamary, due to weather condition.%) afteer the County had rantersond its arrageractiond-ralmed materials agal equipment. Upon the repast ofthe County, Park shall mor be responsible for maintaining H shall also be dedicroachil to public me, but die Oman such pars. Owner shall be responsible for maint�w ail The library Parking Lot and other parking spicang mariinge The Lbrarry, Last and the Comfy shall have an obligation he be a member Dfatly meet's m�iation. The County's requern fin dedication of the land for the Library Let and Park H Wl be mile ithin then (3) yew following The law to Occur of (i) heading of the first maidmtial building permit within he pmjmde (it) O�exIs wropleflon or flas infrastructure (including but put limited to formis, warden amm, electric, gas) required for The use of the Library LOU Gifu) December 31. 2016 (which December 31,2016 deadline may be =handed by wri�mmalap�mloftba0�md[litC"y). Ifa mq�t for such dedication is Out made wident them (3) yam following the ]Mae ofd� denn, this proffer will be null and void. (b) Greffin Ran In Ow evvd that the mquir�ts fin the library building building firalprifit, and the Comfy Bids to utbOTin the library building require a larger footprint to be larger than 12,500 spare foal P�t in section S. TOO) above, and in the fiutha event thin the building is developed as a condominium wit the County requeds, tlm Oman to a�e o�mhip for a preplan of the larger buddirS, Oman shall anderpt such oufficerstrip a a �able price upon which the parties may mutually agreed and shall wM'bute to the County, con a pin rate basis based on the prophortional size of the porthre oftbe library building owned by the Owner refining to the aim of the library building as a wholes the met of designing and �tingsucb building 'Hodow mad may include, if desired byThe County, installation of a "grater, rdI and my additional expenses �ia�d with sammurally reinforcing the roof as nm=rymFj"�thegmmf WiNn�(IO)daYsAftumtiPlOfarequ�fOrPBP=t by the County that is �pwied by docummution to support the proguess payment mount 0 providead in the construction mnt=t, the Oman "I submit such paym� to the Comfy. Alternatively, in the wma the County alwas To design add lilmoy, building as a Leadership in Energy ad Pnvi�ntal Design ('"LEED") buildings On Oman shall coi*lbuw to dific County, an a pin rate basis hmed on the propDationfid size ofthe porticar of the library building owned by the Own, relatho. To the size of the library building as a Whole, the ielfthol Cents of conditional; the library building To obtain LEED witification for the therilifing. Withintm(ID) days after mccipt ofa requical f�paymmi by the Comfy that is accompanied bydowmwutim to mirp,mi the progress payardem amount as provided in the cifirstruction wMrnt, the Omer shall �bndt such payments to life Comfy. The design offire 9= rouff, an The Criteria utilized to Obtain the LRED matifichation, as appliciable, shall be in the Co=Ws dismfion� 8.2 Affordable Hadisigre Subject to Th. terms add winditions of this Sw4im 8-2, the Omer shall peradvidis a minimum of f�y (40) "for -sale" residentild dingleffing wits do iffiendable dwelling units, a minim= of sixt"ill (66) "for-�- resiential dwelling wits as affordable coddling units, and a dominant of four (4) Comage M� Units Ofis Carriage House Units m chargd in Section 8.2(d)). The firry, (40) "for-mle'=Amtial dwelling units shall be �Osed of the following typo of dwelling wits: twelve (J2) fmm muld-fifirrillY; twelve (12) from "other" (consissfints of townhou�, duplexes, attached housing, condominiums in the fir n&I fam �e,6al arm and Other unidentified bringing types); and six� (16) am $I a ily conclude, each at the sale prime and undu the terms and conditaxis ad forth in this Section U. The Owner shall emovey are responsibility of construdeling the affordable units 0 the subtaxissfifirt own= oflots within the Property. (a) Multi-rantelly and "OLhee' Fo,S.l. Affordable Unit . Fun multi -family and octal firesgo affordable dwelling units within the Property, won affordable units shall be affordable in households with imphrices, Ins Of. eighty Theircent (BID-1.) of the area finfirdbas family in� (the "Affinficlable Unit Qualifying IDDDme), such that the housing oasis mnsisdug of procal interest, fed estate though and hmww� in.uTanm (Prrl) ad not magoad Thirty pa�l (30%) of the Affordable Unit Qualifying Income, provided, hentowder, that in no event shall the selling prim of such affordable units bo Ins than am Sludder of One Hundred Ninety Thousand Four Hundred Dollars ($190,400) or shiefy-fiva porecarl Oil of the pplicable Virginia Housing Development Authority (VHDA-) �imm mOrIMc far fiRT-fiom bwe buyers at the beginning of the 90-day Identification and quallification period refigrognoul in Speaker g2(f). (b) Smadid Family )qacbod FOR-Selle Affordable �Unfts 0 c, Haw". For single family detached fir -side affordable units within the Property C'moderamiy- Priced Uninal such Modergely-Pricod Units shall be aftionlable to households, with gnoGmcs less film me hundmd twenty pimmm, pol of the � mod= finally howsme (the "M(darmdy�Pdoed Unit Qddlifying, Iwo="). sud flat The housing cogs �sisdng OfPM do not accord thirty parrand (30%) of did Modmtcly-Pdmd Unit Quedil l� provided, however, thin in no event shall the selling prim Grail MO&Mte]Y-PriCed Units borequirod at be Ins than the greater of Two Hundred Thirty Eight Thounmd Dollars ($239,01)(0) an eighty p�t (80%) of the applicable VHDA maim= mortgage far first-time home buyers at The beginning after, 90-day, iderriffication and qualifiCOtOn period rdwarced in Section 8.2(f). TO) per-ReasAffiddable Units. For a poriond offitut Yam following the date the contiguous, of occupancy is issued by the County for each mr-and affordable unit, or until the mib deas mid do low G, Goodman Cast units patifying a such Ruder citheor the Virginia Housing DmolopmW Authority, F�m Hum Adminis�afim. or Housing Old Urban D�CIOPmmt, Section 8, whichever Owns find (the "Affordable I="), mch units shall be rented To unit households ith indent less than the Affordable Unit Qualifying ln�mc No flit affordable currit may be wanted mom than mm towards The mmibm of for-� affordable dwelling units roqited by this Section 8.2, CIT Corrosion, of Int=zL All duds Meying my interest in the fier- Test affordable imits difiving The Affordable I= sUl captain lawsplage reciting dust such Mid is subjes, u n, � ofads Section g2(d). in addition, all culdracts pertaining by a mmey� of my Line-out! affordable unit, or my part lb�f, during the Affordable Team. shall contair a complete and fall dischours, of the anticipate and controls assiblishfichl by This Section 8.2(c). Prim To the incraveyarma of my inderest in my firs-refint affordable unit during the Affordable Turon, the thm-"awt �= shall notify the County in writing of the wnveyance and provide the nmeI addms and helegrothe number fth.p�tiW grounds. and state the-. the requimmts afthisSandlent hanb. satisfied. fit Armod Remalin During the Affmdabic Term and within ninety (90) days following the end of each calandan yeddr, the them�u� owner shall provide in the Albemarle Craddy, Housing Office a emified =out report call fiddr-mot affordable unial for the immediately persedding yew in a form and mbgnw �onably Moseptabilth to the County Subject, to all federal, state and local housing laws, and upon �able milice Housing Offings. during the Affordable Trand, the thado-curaddrit Oman shall make available to the County at the thMAzdmml Curl pFGwdzdg, iftesquested, my reporls. ratings ofmml or team agmmeiiM an other data pertaining to rental rates as am Comfy my reasonably require (d) Cariam House Units. Carrell House Units shall meet the Requirements fin a single family dwelling Far defined in the Vilgiving Uniform Stardsovide Building Code, shall be on the same parcel of the primary dwelling half to which it is memory, and shall not be grobaditifibd firds the primary sideal ("Coul House Units"). The subdivision shelf be included an the plot mating such pamob and he incorporated infign emb ddcd conveying title to such parcels. (a) Each subdivision plat and site pin fun Land within the Propharty which includes affordable =I% (which, for this Section 8.2(c) shall include Moodersely-Pricied Units) shall designing, the lots in units, 0 applichiblas that will, subject to The terms and conditions of this proffal inhoorporate affiddricable unit as described boom. The first such subdivision plat an site plan shall include a minim= of thrim, (3) such affordable unit. Th�fta, Told until the total number of offifirdable dwelling units pmffmd hemundu shall have been fulfilled, the Owner shall provide a minimum offififice (3) such offmdable dwelling units per yam. Each final subdivision Old and fuel site pin also sholl include a ruldid Mal of the number and p�tage of affordable =its previously provided and Proposed to be provided by the subdivisim, plat or site pin, Far purposes of this Section 8.2(c), web units shall be decand! to have ban provided whom the subsequent frailifibuila, Fungicide wlit- ficalica To the Comfy Housing Office or its desigught, that the unias) will be available for sale, fid required by Section 8.2(f) briew., In the end[ that the Owner provides am than Ofirce (3) affordable dwelling units in a single your, the Owed my "want over" or "bank credits for such affordable unite, such that the askilitioded affordable =its whih mimed the minim= annual requimmm Duty be allocatd toward the minim= numb. of affirtilable units required to be provided She my f� yel The mnimm bar of affordable units that may be carried banked shall "mad mein (12) Puy=. Notwithstanding the terms of this Section 8.2(e) to the contrary, Upon the writtea request of the Owner, the Comply may authorize a afternative Provide gundfor schedule for the provision and/or delivery of Intel affordable units upon a determination that the request is in gerfical accord with the purpose and ideal of Section 32 and/or otherwise fixtriders, the pals offorovading affordable housing in the Comity. III All lyurdwm of the fifir-side affordable wits shall be approved by the Alb�le Comfy Handlig Officer an its digned. Tic subsequent mwlbuild� shall provide mWZfy bas eligible the County or its dmip. a pmiod of inpy (90) days To iddantify and P purchases far the affidadable said. The nindy VOO-dry period shall continuous, upon winittold notice train the then-c�t�nertbuilft thin (be unias) will he available for sale. IfthcC�tymits designer does not provide a quillind purchaser who exesiddles a iffientrider olipurchashe during this ninety (90)-day period, the (hftl.�t o�An�ld� shall have the fight to sell the firelt(s) without my restrictoom an gold, prim or i�c ol pumbaser(s), provided, however, that any ul mid without spol resolution shall �helms be mmOwd toward the number of affordable mits required to be provided p.nu� to this to= of this Section 8.2 Tan requirmmts offirit; section 8.2 shall apply Only to the first sole ofmach ofthe affordable unks (g) Thin County shall have the right, firtion time to time, on T�mbie notinds and subjed to all applicable prividdy laws, to inspect flit Morigs Of Own" Or my su=� in int� gmlhcpurpdddd ofasmng compliance with this proffier. (b) Cub Pan THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days after the Baud of Superfluous MprGVR1 of ZMA 2000-009, the Oman shall cause to be Contributed to.. hundred thousand dollars ($300,000) cub to the County of Albemarle for the Albemarle Hearing firitialive Fund an surch allow similar fund as may he established or authorized by The Cat The wntdbution shall be to fund affordable home Ownership loan pmg�s within the Prolied and other � of Albwwi. County, including those providedi by nw-profit housing agreeing; sual, as the Piedmont Housing Alliandua, Habitat for Hummity, and the Albemarle Housing Impmvmwt Program, If such cash contribution is not capended for the mimed purpose within five (5) yam from the date the funds wage contlibwed to the County, all dominated fiands shall be refunded to the o�, IX EDUCATIONAL AND OTHER PUBLIC FACILITIES 9.2 El,ts" ghool SIM Within two hwdmd shmenly (Z70) days following request by the County, Ownfix sbO "cate to the County the will sh� an the Applicaticard Plan as "El �tau School 12.85 Acres School Lal consisfing of approximately 12.95 fincOntammaidpolfionoirsuch Ind in the County's soledisidertion) (the "School lAoth Prior To dedication, The School Lort shall be graded and compachid by Oman To a minimum of 95% compreggicen as measured by a gwdwd Prector test with suitable material for bidding ",�efim as certified by a pmt�6.al torginterr or Be otherwise pliginued by the C .. ty fingiumn be establish a fully graded pad site to ...dam an alimentary school, The 1. 1fiall be fl. graded it have top recreation,] field imp�.b sell and soil amendments rmmflonal fields shol be installed, Such improv�mts shall be Reasonably equivalent to those misting at the ==fional fields at Baker -Butler Floomlary School, exclusive of my above graundimpmv=mts. The pcdeshin pathways as slip" on the perimeter afthis Senegal Lot an the AppJMlmn Plan radial be reflected on the subdivision plat Tercithered by Oman fordiffing the ways shall be installed when file site is graded for the ifficanxication fields. School Lat and the path The Oman shall provide all utilities to the School Lot. Ards dedication hall include m�.0 Baom Omer's land fin owns ul and use of S� Wood Basins 5 and 10 shown on the Application Plan, together With all temporary MnSt�'Un nS=MtS to allow St�W� Basin 10 To be residents mid diarged, if.=saIy, TO specommuddisim ther School Lot �water. The the the School Lot dWI be used in an elcmmtwy =hoot mind but if the COO] y d�inm School Lot will not be mod as an chancritary school site, it shall be mad by the County fifir park liable Counsel and the region. If the and mue�i�l purpmes warning both flit North County it= not request thin the School Lai be dedi.�d by the lea of Doodditedur 31, 2016 (which Dmmbw 31, 2016 deadline may he cluderadled by written mutual agreement offlue Owner and the Comy), an Three (3) yew affict- the imanGG of the find msidmli.] building permit ulthin the Projects, the Owing she][ be torader no further obligation TO dedicate the Sdml Lot far the purpose described Ificiedire, bill shall, by January 30, 2017, or thirty (30) days after ... h lager date mhibum fin Jgmdpwl thousand dollars (S.5co,000) cash to the County to be used by the County for paricals ideal flod in the County's CU, mandrimly mIMdJ to the nftds of the North Pointe community, and in Mo, evern the School LOT may be Used for other midmtial purposes ed for an amendment to the Applicafion Plan. AT approved by the County afla rqu-I by Own After dedication and before the County uses the School Lot far a school an far park and mommend pwWw, it ifmqumtd bythe Coal Oudicushallinummin III.School Lot until requested by the County to an longer do W, cabled to die Ownhat rigid to exclusive use of The School Lt fimpm, ard mGgcmoxzfl purposes. Such park Rod �abonal purposts shall be only Them uses shown m n MrMvw1 fichol site plan or subdivision 14M for the area that Included The mid School Lot. Upon being reg-t-d by tile Comfy, Omuf shall cause -11 fin Of the School Lot md mmove all imprecisions established by Owner that the Co.my requains be �ved. The County sWI not be childhood to pay Omer far my impmvemmU mablished by Owner &,in the County retains. The deed of dedication for The School Lot shall prifivide that if the Comfy awleg, tile P, the School 141 and than does not offirdandad either a park or a school within buggy (20) yam fbilming the date the Board of Sup�isom approves the ZMA A�dmn� died upon Owner' a request Otte or the School Lot shot I be mansfirred to Oman at anexperns. to Dmow, 92 Bus Sop Throttles Has 9!2p Impn�ents, and On, Service (a) Curve shall ��t Lea CIO) public bus gap turnoffs dis shown on the Application Plan, or otherwise Two (2) in the south�ost residential � fear (4) in the Commercial vfts and four (4) in the other residential amid, Tisch in a Jonathan mutually acceptable to Giant and the County. Its bus stop turnoffs shall be approved with at= wmmcdm plans for the Project and bonded and wn�o�d with the s�s. (b) Upon the request by the County, Oman shall �(ribu� the tend soon of mildly five thoomd dollars ($25,000) or towards the design and of flit above PIT sublished by the ground bus stop Improvement such a bonches and shelters miging standa se ODuntyatewbbussMp. H'the CD=tydmswtmq� the goods, xmqu� thofbndsbw dam Ing .� the bus stop improvmmts by the low of Dedxmbcr 3t, 2015 OF Thrus (3) yew an gift, Inaptetim, of the mad network thin armakes; the bust ctop �offs, than subject to in offic of to= mijeure, the twexplefifiled fiends shall, in do discredurna of the County, lithent be �med to Oman or applied to a project identified in ilia Counity's capital improvcm=O pmwm within or adjacent to the Prefled that benefits the prown. (a) Within thirty (30) days Offer- the in�dWim of public trainsportafloo to the Projecs, Omer shall contribute tw�y-five thousand dolligh, ($25,00D) cash To the County To be used for operating nixtruch mimed To such semi", will shall thereafter Annually conuibum Twourty-firm Th..d Dollars ($25,000) cash m the C .. ty in be and for Operating dqJwdwg related 0 such service, for a Graded of tie= (9) addifloneld years, well that the Mal foods =uibutd to the Comfy pudefifiefifit Ph this Section 9.2(,) she]] not agandated Two I41mdmd Fifty ThowmdDollm($250,000). by the [at. of them 00) years after the Board of Sufficavilders apperang life ZMA Amendment, or Multi (7) yam offic the date ofthe iss�= of the fat ce-fififische ofocmpmcY far the first �mmviul building within the Project, this Section il shall became null and M ACCESS TO ADJACENT PROPERTIES 10.1 DMI..ti...rRight-of-W"�Et,,sioaloPor,122t. Unless the dedication of public righl-df-way afid the �st�ion of such miml we required in conjunction with (be aidgert ad a subdivision plat under Allompole Coal Code 144D9 and related sections, or the�ts�n: Oman shall me� the filly (50) That wide right-olf-way, Jamaica within the am shown on Shed It and lifewiffleed as a -50' R.O.W. Refunded for Fin= Dedication" comming a righl of-wity, fin. the prpO.0 middle tm. ficad into North Points to the southern pmperty line of Tax Map 32, Parcel 22E ("Ill ill Prior to the lnumm of a building permit for Building 32 as shown on the Application Plan, Oman shall �rd in the Clerk's Office of the Circuit Court OfAlbmhflc County, a Mercer% ifirgovicable dead of wifiemon wificiating to public we for mail pulp.=, the me I.Wd '50R.O.W. Rawvod far Future Dissficateri Owwx acknowledged that it it is not W or a subdivision plot approved by the Comfy, such offer of dodicianto mmt be firm mimed and approved by the Dowd ofgupmimm and �pud by the Bol Such deed of dedication shall imlade the ftilowing conditions: (I) That IMP 32-22E shall haw base upshorded; and (if) that Prior in its use for mad purposes, thwe sW have bond additional an the land so dedifixted a mad approved by the County and ragglopted by VDOT for public � Or bonded for VDIOT's acceptance. At the time ofthe contraction ofthe w� mad serving Building 32, the Own" shall =md the intersection curb radii or the mad serving TMP32-22B�dmtmdmnstmdi=Df..h..df�dleut.miniumofonehmdred(100I fee landir Northsida Drive East Th. Omer shall aim place, at the and of such extounded road, a sign, approved by the County advising and botifYing the public that such right-of-way is the lowithad of a fund. mad extension. Owner sholl game temporary constractiond =.wft Ad determined analogy by the County Brigincer to allow for the amid in be extended to 32. IMP 229, which �ruWw casements shall be an Osmanli properly and divisions of the defifidumuld iglif-of-fifify, and shall be establihd by the applicable site plan. No irp��mt� shall be located within the temporary �"etion w�n until �tion of such Good had be= casupleds. 10.2 Access in Ties Mae 32A. Swithan L Parcel 4 (w�Mt Thrthwoods Motdit Hm.NekPrp.I�l. Unless th. dedimdw of public righthodf-way and the =�cdm of al grant not required in infiqlplaction with the approval of a obdivi�im plat under Albemarle Coday, Code § 14-409 and related decades, or their m��: Owner shall ron,so in The ]=tie. labeled "50' R.O.W. Reserved far Failure Dedictificut the east.,. cold offifis main commercial access mad Them U.S. Rome 29 on Shwt IT for access To Thig Map 32AA, Section 2, Pared 4 CTMP 32A-2-411. Prior to the issuance of a building pe=t for Building 6 or Buildings VI thmugh V6, mcb as shouter, on the Application Plan, whiclewor is carliters Owner shall record in (he Clerk's Offim of the Circuit Coundif of Alldnedide County, a curecial, i�ocable dead of derficaticur deffloating, to public use for mad partial the area labeled "50' R.O.W. Regional for Future Dediciatill Owner acknowledges that if it is not pan of a subdivision plat approved by the County, snob oft of defficiation mum be fit reviewed add approved by Elie Board of Supervisors and amer4ed by the Brigid. Such and of dedication shall include the following wnditiuns: (I) that TIM 32A-2-4 shall have bee. rpsoned; and (ii) that prior to its on for mod purposm, them shall have been constructed a- the land m ddicated a mad appmd by the Comfy ad accepted by VDOT far public go bonded fin VDOT's accep��. At the time of the cGnsmuGJon of the mutidaboul serving Building 6 and Buildings VI through V6 the Ownu shall mnd the intuamion curb Ran and extend cms"dim ofthe mad for a dislandin of at least Thirty feel beyond tits The Owner shall aim place a the end of inch =twxled road. a Ill appersod by the County, advising and notifying The public that such rigbeolf-whily is the locatiOn ofa fifuldra mad extension, Aft., dediWion and before the conditions offindedlication have ban woriffied, and ifrq�ed by do County, Owner shall maintain the dedicated land will requested by the County to no longer do so, subjecat to the Divides right to excludave use Of the dedicated hand fm park, reamnional, fint grandness, purposes. Upon being rNueged by [be County, Omer shall � all me and inaint�m ofthe dedicated land and rwove all improvement clunflifirldid by Owner (dany) that the Chunly requ� be Removed. Owner shall grant mrapstrady Guantanamo =� as determined additional by the Comfy Engineer in Jim fifir the mad To be witanded to TMP 32A-24, which constinfinflon e�=mts shall be an property and "side of the dedicated rightAof-wity. and shall be �tablishBd by the applicable site plan. No happenings shall be located within the imporwymns�Om easements =if] cmst�ion ofibech mad had be. completed. XL SIGNATORY igned really that they we the cally cannot offlic, propert 12.1 Confirm . The unders, whichis The subject oftho ZMA �=d�. 112 Th, Omer, Ill. preffild; shall ran with the Property and cach rcf�M= to Omw within these pruffers; shall include within its mmmuS, AW strall be binding upon, Owned suconsol in lowest and/or the developable) of The Property Or my portion of the Propmty. (Sir� Pat- lnmwflawy Follow) This Priffien SMt==t may be signed in muntmWs dnd/w via facsimile with the same fill] force ma filled as ifall igna� were original and on one document. Sigurmn ofContal Fumigator and All I TH POINTE Grant Eat. Data, M�RW COMMONWEALTH OF VIRGINIA CITY OF CHARLOTTESVILLE 9 dN lhub;l� nd C jurisdiction af�aid hereby comfin thin I �m adL 11. d I Grant Em� N4nBg��t Company, file, LUC, Virginia limited liability comparry is signed to the foregat Amended and Reacted Prafter g��wl hearing the date as of tie ic my ficaudi.ti, rgbmdaid an behalf of said A limited 2013, acknowledged the � before i liability company. Of. undifir my h" this day of&n� my. LU cong, 2014 [SEA yP to is.-P, j L COMMONWEALTH OF VIRGINIA COUNTY OF ALBEMARLE 'ad' of, aid In"by dartifiler difift designed Notary Public Lin and for tbpjtai am. Nun -;? wheat sime as f"IlgAiat- f a-t E�= MmBgm.t company, Ott . E n --- ci�, L.L.C., a Virginia limited liability company, is signed to the Amended and Restated Pmffff StaWmmi beeing the due as Of 2013, l ificludinglodpoel the same Ificars me in my jurisidumon af�id on behalf hibility company Giss. didour my hod this dayof/illrbylvelw.2013. iw tSEALI phirldry Public C0pghPA45'J CV4 CWH P=ROP LIMITED M SHIP Limited Pmwership, By. TO ?&Ttm Greg E�= �I 5 lfs� Data. COMMONWEALTH OF VIRGINIA COUNTY OFALBEMARLF underm oil Notary Public for a jumali an aforesaid hereby �i es that whom n=. at I Grost East= Mwmgmmt Company, of Tomes Iddinuithad Partnership, meral Thrown of CWH Properties Lmited Garboded P partnership, a Virginia limited perfect I to the flowing Amended and Redgeted Proffer Sawifiday burning the date as l 2013, acknowledged the gargur before in my,juradiction aforesaid an behalfaffind p�mhip. Gi�undamyhwotbis_6 dyd`MvVt1±W 2013. 7039M [SEAL] Liarypu I 0Z U.1 cui g`7 Z LU 0 0 0 CC) 0 M 6 N co 0 :�.14 � U bt rx4 P-4 Cd > 0 -4 ."4 P4 *P-4 M 0 4-4 Co 0.4 ;4 It - I co co 0 BRIAN C. MIPFCHELI Lic, No. 035724 07IJ112020 -4 Q4 CA U) U) < co 44 44 no 6-4 REVISIONS �JOATE` ITEM 10107116 PER COMMEN TS 12110-1118 PER COMMENTSIOWNER 05117119 PER COMMEAITS 00-112711-9 PER COMMEN TS 07IJ112020 PER 0 WNER A SCALE, NO SCA tl PROJECT MA C 0 0 00 0 0 3c: 0 (D PROJ.# C — i I •F( I i / 37 2 be 4 5 ro s' —LOTS WITH WITH GPEND PiTMPS DISCHARGI: TO GRA`'IT{f`EW 0 PARKS 312JE MI iRK TYPE LANDSCAPING ACTIVITY semi, SIZES ISF.) CRITICAL SLOPE A Natural pub Park Landscaped grass 8 benches Passive 19995 NIA ® — B Natural public amphltheater Grass bowl Passive 12:995 NIA PRESERVED G Residential Street Island Landscaped grass Passive 78 457 fi 936 0 Natural Valley Enhance Natural woods A benches Passive 27,923 29.370 E South Glub House Recreation Area Pool and natural woods Active) Passive 46,507 65072 F South sHouse Picnic Area Play courts in natural woods A[Irve 53600 47,267 MANAGED G Ex erc Bse Pathway m..•.m.•Lsm,., Landscaped walk 8 benches Attire 36.544 NIA H Urban Plaza Fandscaped) Landscaped walkways Passive 12.100 NIA I North Club House Recreation AreaPool and natural woods Active) Passive 50669 6E.007 ASCA CREATED/MAN 3 Natural Valley Entrance and Play Area Play court in natural woods Active) Passive 11,586 12,392 TGTAL 284,881 307,063 INN Big 0 4 11M� ,T�q✓ � P 4`p +,5 2012 to ♦ I �. , r S' 1 �. ,, ♦ taw � _ n ♦ ` �l i - : . "'" 'f ) ; �: + a ,'_. . :v, % 11 ' � i � � - -' -- / / ) ; Ire - - 1 '- o ."t � �rn� 9'ea 3 i o • 4\ �L _ ..�. •6 � ,. �� ... ,, ;/ � ��. . �//ice lee I, ---- s r� I <��- !../ ♦„d;,95" . - \ ,,'♦aer _.- s :. a/'f;' ''r ,. V EpR FUNRE t ILfl //✓/ M _ h ,' - - - - f♦ o o . ♦ (�� ' _ - � DEOICAl10N 'Q �•, `/ �. _.. - `;✓: � T •i ♦}'♦ /f.) O I � 4J /"1L1 -- , / � `' IIPDN DEMAND � A . ss `' 1 iI a♦ee ♦a' o,! \ r'.�� \ ♦ /-, Vy" j.._. �I ``�,.. 7 i' �ti„e 1 ,rr i _ • o. -_. �I-' j J / __A a ), - i i pjX / `emu 3 t jf HOXI FyaF Q-:_ Ad C - - s r _too., - - s - ,o IN r �p L/RETAIL AREA i a RO E IENTE I 9 Q a-IVs= )I fir , __ __ C[OY GOS501£YI I •• _ ....... - ) _:I. n .. ...: T-17./'T ATn I.7� 1177 TTePLI._4C1 "�' L ad,. V ClI'I �DRI�_E tlMOUTFIED APPLICATION PLAN ® RESS I'CLIqu/11C 1) 01111 t1 i -L' 11 ' ',, �= \ ` ._sef N' -.4" \ \ y __ROAD I11P_ OVEME S NLESS _ p •_ PROFF AME APPROb TO FEn10 `', IT. �,-'NORTH 7 I Am - GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVI OAV1D MITCHELL. E.I.T._ gg PHONE (434) 29 - 0 FAX: (434) 963-2670-2670 4� E-MAIL: aovldOaoumern-aossm.aom _ _ _ 'e, TOMES SITE ENGINEERING C/O BRIAN C. MITCHELL, P.E. 9850 LORI ROAD, SU17 201 CHESTERFIELD, VA 23832 PHONE: (804) 748-9011 FAX: (804) 748-2590 AsSu no-x E-MAIL: BMITCHELLOCCTOMES.COM i 0 RIVANNA DISTRICT 3 E MAR LE GREAT EASTERN MANAGEMENT COUNTY, VIRGINIA ASK REV 06/11/14 Townes SITE ENGINEERING 9850 Lori Road, Suite 201 Chesterfield, Virginia 23832 Phone:(804) 748-9011 Pax: (804) 748-2590 O CA Z C\2r gymIn 6 ap O "C) W LU btFx4 Z v •n•1 V 0>� Z �b0 OLU O 4-4 co W co W CC) r0 �� 0U "MIR -0 BRIAN C. M CHELL o Lic, No. 035724 U o� 07IJ112020 REVISIONS DATE ITEM 10107115 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 07IJ112020 PER OWNER DATE 04-27-2016 SCALE NOT TO SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. .1 C 3 0 DESIGNED BY v BCM / JLS t CHECKED BY � C O PROJ.# CID20150290 .3 0 I_ SHEET # C-1B L 6549 / 491.83 i CONS fWT14W 11 I / I 1 '\ 1 1 j 1 - I \ ------------ -� .�-_-- -r•+_ __� � � �+ � � ____--\\ \ \ 30' BUFFER I i i- - - - - - - - - - - - 1 1 I \ --------------- ---------------- ---------------- `\ \\ -_____ _--- 1 \ \\\ 1 1 I I 1 \ \ _ / I I \ I #03200-00-0W-(j1223HI --- GRACE BAPTIST'b� URQH; 1 ! I BRUCE CATLETT. EMMq E 6ARgEN / & RUTH HOHANSEN Tf S `I It 1 / n I I i it \ \ ---- --- -------------- \\ ---.4-__ -------------- ___-' _------1 I I 1 - -- i \\`` -----' \`-------------------- --' ,\ -''------------ \ \ i ------ --/ 1 \ \ 1 1 \ \ 3TING E 1 \` - - - - - - -\ --- \ Nr---- \\ 1 , I '1\ I \ 200-00-00,022P\0-- /'IHOAMAS� MOOD 1 #03200-00-00,�02;0O D.B( 362, G. \1671 ROBERT TYBUR$KI D.B. 1629 PG./ 09 j I i i #OA20b-0q-00-022J0'`--_ i HARDTIMES LUC-I -- -\ - / , #03A09 -00 I J _ _-' / /HARDTIA I D.$. 2�43,f PG. 21It __ / D.Ef/ 204: - -,/ ,- ----- / --_- -' -' / ____________________ A. 1 1 1 1 \ I I .4 1 1 1\ \ I I I 1 , \ i - - _ - 30% BUFF€R _r • '� ' ------------- 1 REMO EXIITING":- �\ STKJCTURv I I I \ I I / I I I it i I i i it \/` \ I I 1 1 \I 1 1, \\ i \\ \\ i 0 \ \ \ 1 \ 1 1 1 \ \ \ � 1 � / 1 I I ( 1 / 1 I I I I I I I I I I I / I I I 1 ! ; 1 ' I \ I I I I \ 1 1 1 I I I / 1 1 1 I / I / / / / / / / f I I I 1 \ 1 I I I I I n I \` I \ I 1 I I 1 1 I / 1 / I / I / ! I I / \ DEMO EXrC TING `I DRIVEWAY AND STRUCTURES 1 \ \ -----------''" / /-------' ---'f' - \ CRITICAL SLOPE / - PRESERVED MANAGED GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 fL 0 m LO CQ / �j CO FOB `J � U Z C� �N O W � U �W U 'b w O U � Z abo W w O C) in W ►� Z)00 00 Ay O U O ' L) a ° U O 0 N 0 O f/ m � y Q 3 E N �'p,LT H DF ` c T c O � U y � BRIAN C. MI CHELL o Lic. No. 035724 07IJ112020 r OFFSS/ONALE- rn c N C 0 U C 1 � � � •3 r '�I O 4d o ti 0 0 o p 0, w O U o U C 0 m REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE 04-27-2016 m SCALE c 1" = 100' 0 o tl1 PROJECT MANAGER BRIAN C. MITCHELL, P.E.CIS rn v DESIGNED BY BCM / JLS t CHECKED BY C c PROD.,¢' 20150290 .3 0 SHEET # C - 2 t - — — — — — Mllff OEM T!immompoom OEM 7� OEM )w OEM OEM OEM OEM Ems Mllff Mllff Mllff OEM mm\iqmm 1;, 105-17 49183 N. 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I 1 , \ JAM Mllff Mllff mommommomm ME / // , PP' �,•'' _ -- s I \ \ I I \ I 1 \ \ I \ \ / / I I , \ \ \ ♦\ - \ ` / , , , ->r � I \: D I I 1 \ I 11 1 1 J I I I 1 I I , I 1 , , \ \ \ \ ♦ I I _ \ , '`. - __.' *'--' / ,, ,' ,' �''� ''`+ I ♦ ; 5 \ I , / , I I / I I /1 , / t I 66 pp ¢¢ I 1 f / , 1 , \ \ \ \ \ \ i / 1 1 ♦ \ I \ / j [[/ `1 I / \ / / / / f f 7 :k 1 I / / 1 , , , \ \ \ ♦ \ \�__--.bs-�''� J / / / `♦ \\ `\ `♦ IN N. r-- a Sa TS A1� - ---- _ . .' i. �. � �' .>�• - -- - - J /� 1 , I I 1 I I I 1 I 1 i l / I \ 1 � ♦ "e--'' / / ' / 1 ' `---� '-' ♦ - - __-__ - \ �LIY -L - -- .....::...:.::: - / y 16� , / -, / IN a/ ------------------ v __--- / 164 /'' ' /// ' /'' % % l�' /''-----_- _\ `\\ ,/ / \ 1 hl\ \ W\ `::'C:::..: -- / ¢ I / 11h \ ' 1 `\ \` \ ,, \ ♦ /,, All l-\ ,W' , I I I ! \ !/ -re°-' `♦ ` I ' , 165; 198 i `\ \ N. \\ \\ i i ill ; \\ \` \ ` \ IN 166 �5 N IN IN IN\ 1 FUTURE -/I IN \ �* APARTMENT -`` CH \ �� `, , \ `\ \ - ` / \ \ \ ` \ \ \ \ \ / / 1 1 / I II d 1 IN \ FUTV " s ♦` \\♦-`_ '' i ' ,-___- __---'-''- 1 \I 1 ' y' \�( \\I\\\\ tl\\q \I \\\\\\ / / f1 fl/ 11 �II i i \\;, �1. it lll\ 11\ 111 re\x'd[ `` \\'"----`- OFFIC,S-- ''/ / ''� %i/ , '• y' _ / / — \ p ` ♦ \\\ 's'r_ i /,' I I I I I I I 11 \ \\ \ ; I, 1 \ \ \\ , / / ! 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I\\1\1 II i \ 1 I1 / _// /__```\ `\ % / / I l 1 \\\ ` - / ' 1 I 1 , / \ ` 1\\ I ' I 1 `__--` - ,, , / \ \ ♦ / / / I I I I I 1 1 1 _- , , / , � -�♦ \\ ,__-' - `` ��1 I � 1 / '; �C103d S'IT� P�AI� A T�LI'�lrk L YQUT _---- I, G-0�4 PCAlV >rl�t©-� FIL��X � �' ' ` I / / \ . 1 \ 1 . / . / . \ , — — // GRAPHIC SCALE \ 1 / / \ 1 \\ \ , I I I I ' - : / -----' ----- �✓ ems\ \ / \ `// / / i C-04G' G RAf3I N/� p V/l A '; ' \\ '; I `\ /-'' /- ' —, -. r� 01, 4 CIF A�,I�I G P LA1`d f \ t \ ,� o ,00 aG / -------- ' `\ I�tY �\ \ \/�> —1 —, — —; 1^l — ` \ T —I 1 I —I — I /— �% — !� , '�� — —_ �� t \ 1 '1� ,�� m W�-� » I -rl — s� / y ,' , , / 1 I I l / ,/ , 1 1 1 , , I / I I , I i 1 I 1 1 - ` /, / - \ \ \ i ' ' IN FEET - /./.- ✓ / / I , \ , I 1 I I I I I 1 I , 1 I / , . ' / -rl 1 inch = 100 ft.jj 0 0 i ^^ 4\[ll y U) r U Z � � CQGrJO c�co 0 �0 WC.) C.)�.� Co U C: Lu b � r n rl V 0y o .� c W W 0 Co OW � 0-1 V/ •�S'I o g U 4 a ° U 0 0 m o O 2 U m a q Q 3 C d E w rn H DF ` c T c O ° U y � BRIAN C. rCHELL o Litz. No. 035724 \07/J'/ 2020SS/ONALEN�\�� 0 w w C fU rn c 0 U 1 ` 0 Ln 0 O C/)� o m C O ° C U 0 It ^y ^y m C REVISIONS •�, DATE ITEM we 10107116 PER COMMENTS B 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS m 08127119 PER COMMENTS o 0713112020 PER OWNER ~ 0 fD CL 0 a DATE °' 04-27-2016 N SCALE c 1" = 100' o 0 PROJECT MANAGER BRIAN C. MITCHELL, P.E. co+ W DESIGNED BY v BCM / JLS r CHECKED BY ° ° O PROJ. c 20150290 .3 O SHEET # ° C - 2A O O LO 14:14 U C\2 r- U] O N O O U i!1 ,� cd 0 p"�do U) OwCo � y LO �. 00 muc00 a Qy> O M � O 4 a LT BRIAN C, MIFrCHELI Lic No. 035724 q 0713112020 ,, ti .A r 0 2 Y U) Q M 9 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 1 " = 50' PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C - 3 m 03XO-dH-00-029JO \ PACE, JOHh�N P OR VIRGINIA\ 3620 PATCHETT LANE 107 PRITCHETT LANE 0 N �- - - - - - - - - - - - - - - - - - - ----- ---------7 �I I� �I I� � r 7 /� 0 30' BUFFER \ � II 1o'PAAR RETAINING WALERETAINING WW.VlIlI III I0 jF- -1 F- � F- � F- � F- r EASEMENT PRIVATE / I-_ l 1 SANITARY SE r ATFE EASEMENT WRIPRIVATE / / \\\ \ \ o I I I I I I I I I I I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I II II SERVICE � IIANITARY I I I I I \ I I LOT 99 �L / n 70 I 71 72 l l 7 I 74 75 II ll 7 Ls9 60 I 61 62 I I 63 I 65 67 68 69 I I I I I I I II II I \ °j // // // \ I I I I I I I I I I I I I I 1 1 VARIABLE II M II II // e I THICKET RUN LJACE I I N 67315 l THICKET RUN F�LACE 12 SANITARY S WER� l II I / 78 29 N 6733597.2 N 673 3 8 72 I / / i3s3. 0 s1. ,3 25 MPH DESG (SPEED E 1150 78 ci N 115 451. 5 7� 25 MPH DES( PEED E 115 04 E 11505038.8 - a 14 E 1150457 .5 Hs .o I ( I I I I I I I GS-SSAR 7 VPD) STA:2 853 \ GS-SSAR O STA:2+891 STA:9+90.01 I L_--- L--_- L_--_ L ___ L- L-_-_J� -JI / / \ -1 ----I ��---� I----� I----J L----1 -Y-- L-- I----- +----- --- .P� �STA:15+8 .1 20 N 6733176.9 / \ "PVC 8"PVC 1 i 1 o\ / 8 \ P TEE': 11.2 • : :: : ':o �': .5 o. / e a '. N' 0 S '. / p V. 80 W. . qnrWAl K. - - - - - - - - - - - - - - -1 8"x6"TEE 2' ARV PT: 30 4. /- - - - - - TH4CKET-RU PLACE - - - - - _ .�`i: ' ..: \ / / / / SIGN I \ \ 6" G.V. .:. .3 2T STOP 5 S P SAR SI 20SVPDD 2 ARV - \ \ / N 115043 1.3 I \ I..... y / 20 TOP BAR FIRE HYDRANT VARIABLE WIDTH \ _ :16+71.86 L .... M 7 4 ( ) \ :.: . ,* :.'. 11504361.34 DRAINAGE EASEMENT - / 29 I PARK I 5 11 E 115047 2.33 \ / / \ N 6733911 O5 I I m' \\ PEDESTRIAN TRAIL 11.25... 8 STA�E+ 2.24 g"x�.V1�, E 115052 99 CLASS 'B' G1 AND -_-_ _- \ 96 97 �8 99 O1 FIRE HYDRANT • + ..9 \ I t11 ?� .5.:. 6'-�.V. 15'N-673 321.Q4 \ 1 -0 N \FIRE HYDRANT P DESTR L E A:1 +88.5 2 102 V. n CI) 10. N 6733511 0 C SS 'B' STA:1 +88.54 ' C� (� - - - - - J y p �.':: ' •o E 1150466 .57 SgyITARY I ' - mA .... L :1D+no _ 10' PE E RI - - p E ENT I , I JU1 F _ n f1 4., EASE61 NT o o �\ 82 / / \ \ \ / mI = �p20 8"PVC �o\ VARIABLEkND /' U 1 W O NOSL 5 / 16.E 11504648.46 103 �� " '.. �P \�SANITF�IW / Q STA:10+38.20 5 1 I \ 20' SANITARY 94 n6ll/z ".. SANITARY SEWER \ p\g: / p I / s734001.8o S :26+41.55 I P'C• VARIARB WIDTH \ .� ,•~ / / / 2 . w.... PARK \ \ ANITARY SEWER PEDESTRIANSASEMEN // ,. \ 1O5 \\ ... D26- \ .� \ 33 N 34041.70 I _:: \ /PRIVATE STA:15+05.93 \ E 50513 .70 I U \ RANI RASEMENT\ P ATE i .'�' ' .' \gg• TEE \ \ S 25+71.09 1'01JE. iu\ 92 5 \ /' C.O. ATERANITALIO6 / \ :: _R: :: :: 318" G.V. 1 98 r '' P ESTRIAN 1 _.� \ TRAIL 25 ) I � I 91 I \ 86,8.E 5042�68.20 �'''. .R: :': : F,NS•(RUGx \\ I \ STA: > I 9. 89 88 87 :. a E 11504489.39 I / / •�..vl:: :::.:._. TRAFFIC I FUTURE ':.... \ APARTMENTS ::�� \ STA: 24+65.55 1 20' DRAIN GE N 673351 .59 / $"PNG �_ BARRICADE 90 EASEMENT 17 E 1150433 .7l W/ CHEVRON 4 I ; 3.. - - STA:11+98. I - -- �. Pv 4AS: 8" PLUG .,,�.O j- : FIRE HYDRANT DRANT 8 "" . !`VARIABLE WIDTH 2BGLOVWOFF 2" BLOWOFF 3\� xoo .. • DRAINAGE EASEMENT 1I ' I . :. : - + - PARK w" 7E16-G. 11505059.00 ti : 'A:24+40.05r F1RE:HYOR .NT:: V_ 04 / / I i .... /- - _ SS DES SPEED PC: 26+09.835 .d� ' ,L56 MpH q0 VPD) .. -/ GS-SSAR � PEDESTRIAN TRAIL CLASS 'B' / \ X WETLANDS I / TO REMAIN \ \ \ P \ \ N 6734289.62 \ 0 \ \ E 11504931.33 13 \ TA:2 +02.18 \ \ 12 I , \ �&\ EASEMEN■ \ 30 N 6734333.94 \ \ \ E 11504822.57 `TA: 20+84.74 M0 \ �� CLA$� I RIPRAP \`l xW=5'xD=2' - _ 20' SANITARY ' / v 100 YE BACKW 1 SEWER EASEMENT( / I 00 ° o�ELEVATIO ♦C 1443.73 00 I N 6734454.93 I o PARK j E 11504763.64 / o ib l 61 - I r - - J VARIABLE WIDTH DRAINAGE EASEMENT VARIgqB8�LE WI� ��SANITARY SEWER- :. ' EASEMENT 8' 11504401.69 �DD STA: 22+86.70 I NOTE: RETAINING WALL BLOCK FINISH (ANCHOR DIAMOND PRO PER DETAILS ON ` C-11A) TO BE APPROVED BY THE PLANNING ( x6"TEE DEPARTMENT PRIOR TO INSTALLATION. 6$ FIRE HYDRANT 1� v OWNER AND ALBEMARLE COUNTY / PLANNING DIVISION TO APPROVE / SEGMENTAL BLOCK FINISH PRIOR TO I RETAINING WALL INSTALLATION. 8T I z z Z Wof . .... I- MATCH C-03A i�> : ': I PARK ` LINE C-03 �Zo oa:.' I 4 100 YEAR W C20 " 7. N 6734010.78 m BACKWATER Ld 1/l -- ."..'.':.' I E 11504268.44 STA:20+36.70 °Q ELEVATION 454.32 "fib rnxQ \ ° ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N71'39'55"W L2 77.49' N56'34'24"W L3 377.63' N32'12'29"W L4 37.11' N59'57'12"W L5 38.95' N38'53'44"W L6 j 248.23- S36-12'55" W L7 554.25' S59'23'51"W LB 124.06' S76'06'49"W L9 114.89' S26'57'07"W LID 82.34' S36'44'33"E L11 193.99' S33'32'06"W L12 32.99' S0352'52"W L13 209.81' S38'51'25"E L14 164.20' N64'02'18"E L15 176.01' S56'27'54"E L16 1 42.50' S02-19'16"W L17 1126.47' 1 S51T16'16"W L18 225.99' N68'09'02"W L19 112.19' N41-29'53"W L20 35.08' S62-19'41"E ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT C1 213.13' 500.00' 24'25'24" 211.52" N2352'37"W 108.21' C2 313.52' 400.00' 44-54'29" 305.55' N34-07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.07' N4423'26"W 59.37' C4 266.34' 550.00' 27'4444" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21-03'29" 100.50' N49'25'28"W 51.1V C6 159.62' 1000.00' 9-08'43" 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' S67'45'20"W 58.77' C9 514.83' 600.00' 49'09'45" 499.18' S51'31'59"W 274.46' C70 77.55' 600.00' 724'18" 77.49' S30'39'16"W 38.83, C11 306.64' 250.00' 7016'39" 287.78' S01'36'14"E 175.96' C12 103.51' 200.00' 29'39'13" 102.36' S18'42'29"W 52.94' C13 149.18' 200.00' 4244'18* 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' S27'04'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S26'42'46"W 136.03' C17 265.05' 250.00' 60'44'42" 252.81' S81'28'37'W 146.51' C18 176.31' 400.00' 25'15'14" 174.88' S49'42'04"E 89.61' GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 0 O IO C\Z U) r U Z � � U (D �N0 0 0 0 W � C I C) V 0y � �W �O w c W I � W OW 00 �0a� V / .."+ O g u �I C a ° U O O 01 41 O O 2 V 21 Cf) q Y � Q E a� o+ pLTH pF ` c T c O ° U 7 BRIAN C. M CHELL o Lic. No, 035724 0713112020 9��FSS/ONALENO\�� 0 a w c rn C 0 U O ) L Y t N 3: 3 (� q o C Q o c [� 0 ^�I V O ~1 V 0 Q) L ; "1 a-. N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c DATE 04-27-2016 N SCALE C AS SHOWN o _ r PROJECT MANAGER BRIAN C. MITCHELL, P.E. - c .2 v DESIGNED BY BCM / JLS r CHECKED BY 0 _ c 0 .3 PROJ.# 20150290 _ o SHEET # ° C -3A r .v Q I / N%BMP 1 SWM/BMP 1 / 20' DRAINAGE EASEMENT POND INSET 57 N 6735133.05 / E 115057 f.-6 9_ - {- ��_--------STA'.T5+02.68 I N N / 1 EASEMENT /\ N VARIABLE WIDTH SWM/BMP & DRAINAGE I I I I E�,SEMENT // 57 N 6735133.05 / E 11505766.19_ - }- STATT5+02.68 - - - - - � N 50' WIDTH AREA RESERVED FOR FUR DEDICATION UPON DEMAND BY ALBEMARLE COUNTY ROAD LINE TABLE LINE LENGTH BEARING L7 56.48' N11'39'55"W L2 77.49' N56'34'24"W L3 377.63' N32'12'29"W L4 37.11' N5957'12'W L5 38.95' N38'5344"W L6 248.23' S36'12'55"W L7 554.25' S59'23'51"W L8 124.06' S76'06'49"W L9 114.89' S26'57'07"W L10 82.34' S36'44'33"E L11 193.99' W L12 32.99' W L13 209.81'E PN64*O2'18"E L14 164.20'EL15 176.01'EL16 42.50' L17 1126.47' S51'06'16"W L18 225.99' N68'09'02"W L19 112.19' N4129'5_ L20 35.08' S62'19'41"E ROAD CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING TANGENT Cl 213.1S 500.00' 24'25'24" 211.52' N2352'37"W 108.21' C2 313.52' 400.00' 44-54'29" 305.55' N34'07'09"W 165.31' C3 116.94' 275.00' 24'21'55" 116.07' N44'23'26"W 59.37' C4 266.34' 550.00' 2744'44" 263.74' N46'04'51"W 135.83, C5 101.07' 275.00' 21-03'29" 100.50' N49-25'28"W 51.11' C6 159.62' 1000.00' 9'08'43" 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' S6745'20"W 58.77' C9 514.83' 600.00' 49'09'45" 499.18' S51'31'59"W 274.46' C10 77.56 600.00' 7*24'18" 77.49' S30'39'16"W 38.83' C11 306.64' 250.00' 7016'39" 287.78' S01'36'14"E 175.96' C12 103.51' 200.00' 29'39'13" 102.36' S18'42'29"W 52.94' C13 149.18' 200.00' 42*44'18" 145.76 S1729'16"E 78.25' C14 207.68' 200.00' 59*29'47" 198.48' S86'12'48"E 114.30' C15 205.20' 200.00' 58'47'11" 196.32' S27'04'19"E 112.66' C16 255.43' 300.00' 48'47'00" 247.78' S26'42'46"W 136.03' Cl7 265.05' 250.00' 60-44'42" 252.81' S81'28'37"W 146.51' C18 176.31' 4.00.00' 25-15'14" 1 174.88' S49'42'04" E 1 89.61' is W TER ' 20' DRAINAGE / ELEVATIOW1462.38 EASEMENT 0 0 0 0 0 o _ 0 1 0 ®® J o o 0 0 0 0 0 0 w 00 0 I I _MATCH C-03B 60340 E LINE C-03C 55.171 PC: STOP .SIGH VARIABLE WIDTH xv -fTOP B, SANITARY SEWER x6"T EASEMENT SIRE"( PRITCHETT LANE CONSTRUCTION FACFME111 - l STA: 25+71.09 O O I0 f\ � U C\2 r- U] O O NO O U i!1 ,� Cd 0 OwCo � y LO00 c'L)0 a 41 O O a 0 co Q LT BRIAN C, MIFrCHELI Lic. No. 035724 q 0713112020 ,, REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 1 G DATE 20' DRA17J JEASEMEN \� 04-27-2016 SCALE PROJECT MANAGER BRIAN C. MITCHELL, P.E. TOFF DESIGNED BY BCM / JLS 11 I OWN GRAPHIC SCALE CHECKED BY 00 PROJ.# 20150290 ( IN FEET) 1 inch = 50 ft. SHEET # C - 3B / ` SWM/BMp 1 VARIABLE WIDTH \ SANITARY SEWER Ili I • DRAINAGEI�"'1�� _r I i % 57 E 11505766.19_ - �. � -T Ism N 3 /j 16' ACCESS EASEMENT y� o A I m O a + B.7 1 rn ' , � . 1 \ \ ° _ \ \ R 't::::.::''.n. 0 12 O N 7 47 6 3 5 Oo o 20' DRAI E y 4 c Mo q e®de g \ `& I ... 7 I 60 N 6734658.65 S�SSq S <...'1'4.: ` �EASEMEN�\ \ JS : is1 .25 / I E 11505277.13 R �H "` \ MATCH C- 0 3 B ,LUGEIVD . t I STA:10+00.00 �� s _ E 11505377.76 I}131 3i��#A�)6M-_ \ S 4PLUG LINE C-03C EE 2"BLOWOFF f ea l a 6"TG.V. 11 STA:17+06.39 I 39 N 6734790.46 I m) FIRE HYDRANT 1 88' PC: 1 -+8�4 I� 2.I. r<y E 11505321.31 I G - _ STOP SIGIQ .D:f..1. STA: 16+38.54 I V -P 1 / / "STOP BAR I 38 6734750.57 20' SANITARY VARIABLE WIDTH o I 11505222.77 I I SANITARY SEWER �� "TEE i 6 D•G \ JI STA:15+32.23 7 SEWER EASEMENT EASEMENT 6" x6 G.V. - - - _ 30' SANITARY g -FIRE'FYDRANT .: - - - - - SEWER EASEMENT 9 10 �'�" "� 12"x6"TEE � I 6" G. V. 6734454.93 2100' - - - - 12"x8"TEE FIRE HYDR N 6734575.80 E 11504763.64 8 p.\. :. - 2p' RV _.5.:.1.:.':.'.'�':: .� ��':1 �`r$IdARED:: •'' �':.�... �. �... ... - R35... PA: (A$p - - -(12" G.V. E 11504927.28 55 N 6735133.48 ..... HA8 Gyr - 19+50.16 / E 115 51587.19 .. .... ....W ........ .... .. 'W ... .'.Y.' - - - - --2"xB�EE-STA 8"x6"TEE R2: - - - " STA:13+7�7� ..:: •.:. .. .'....'.'.'.&626': .. ... .... .. .. ...... ...' _ 6 G.V. •.: ...,:._. ...... 4 .... .. .... ....... ...... ..... .:. 2 2 " GV FIRE HYDRANT a ' 4 .W W /.. 8.. ... .... - .. y ...: q ... �..., �� e"PV@" G.V. ...N..'........:._ . _. / . I .... ...... .... ' V..... ��. - - d • • ��,�� 16 0 -`�VDOT PE III BARRI ADE W/M 6 & m M4-7 IGNS PHASE PHASE II D z 0 D 1 f a NOTE: BOTH SIDES OF CLIFFSTONE BOULEVARD ARE TO BE MARKED "NO PARKING" 3�S PH DESIGIV p (0,000 VPD) 4\ c ...... .'. .... - G - o .. (. ADT 612 8" PLUG - 2" BLOWOFF VDOT TYPE III ADT 618M BARRICADE nO.S.)3�ji ,"- W/ M4-6 & M4-7 SIGNS I' 8" PLUG F 2" BLOWOF VDOT TYPE III BARRICADE W/ M4-6 & I FUTURE M4-7 SIGNS APARTMENTS I I I LAND USE #220 I 16' ACCESS 9I EASEMENT I I / I J I 1 I f - I I � I � I 1 to VARIABLE WIDTH I 1 I SWM/BMP & DRAINAGE �� EASEMENT I 1 I�IW I I_ 1 1 r 1 r 1 1 1 � 1 ROAD LINE TABLE LINE LENGTH BEARING L1 56.48' N71'39'55"W L2 77.49' N56'34'24"W L3 377.63' N32'12'29"W L4 37.11' N59'57'12"W L5 38.95' N38'53'44"W L6 248.23' S36'12'55"W L7 554.25' S59'23'51"W L8 124.06' S76'06'49"W L9 114.89' S2657'07'W L10 82.34' S3644'33"E L11 193.99' S33'32'06"W L12 32.99' S0352'52"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' N4129'53"W L20 35.08' S62'19'41"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' N44'23'26"W 59.37' C4 266.34' 550.00' 27'4444" 263.74' N46'04'51"W 135.83' C5 101.07' 275.00' 21'03'29' 100.50" N49'25'28"W 51.11' C6 159.62' 1000.00' 9'08'43" 159.45' S31'38'33"W 79.98' C7 242.76' 600.00' 23*10'56" 241.1V S47'48'23"W 123.07' C8 116.70' 400.00' 16'42'58" 116.29' S6745'20"W 58.77' C9 514.83' 600.00' 49'09'45" 499.18' S51'31'59"W 274.46' C10 77.55' 600.00' 7'24'18" 77.49' S30'39'16"W 38.83' C11 306.64' 250.00' 70'16'39" 287.78' S0136'14"E 175.96' C12 103.51' 200.00' 29-39'13- 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' 5929'47" 198.48' S86'12'481E 114.30' C15 205.20' 200.00' 58*47'11" 196.32' S27T04'19"E 112.66' C16 255.43' 300.00' 4847'00" 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' S49-42'04"E 89.61' 1 1 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. O Lo U) n %Aa O rVZ U � a� IN Co 0 LU U C. "d H Co O ."1 C o W 0 4-1 O a..t W Lo _ a) 00 A C� U 00 a V / •�+ o O a ° U 0 rn (1) o O 2 U m n C/) q Q 3 c d E rn �pLTH OF ` c T C U 7 BRIAN C. M CHELL o C. No. 035724 0713112020 9��FSS/ONALENO\�� 0 a v� c rn c O U T � C 3 [~ ti o q� W N I� 4 ti �N ° .T O 0 � w o� REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER r DATE 04-27-2016 SCALE c o PROJECT MANAGER BRIAN C. MITCHELL, PE�l co L DESIGNED BY BCM / JLS r CHECKED BY ° _ O .3 PROJ.# 20150290 _ O SHEET # ° C -3C r 2016 ROAD & BRIDGE STANDARDS PATTERNS OF LONGITUDINAL LINES THRU LANES: USE BROKEN LINE (10'UNE SEGMENTS / 30' GAPS). TAPERS MORE THAN TOO'- USE DOTTED EXTENSION 12' LINE SEGMENTS / 4' GMS). TAPERS 100' OR LESS: DO NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS. 10'WHITE LINE SEGMENT 30' GAP , YELLOW EDGE LINE 4' MIN. 30, MAX. BOTTOM OF ARROW AT BEGINNING OF FULL WIDTH TURN LME. 4'I PM-3 NOTES 11. 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 N ACCORDANCE WITH SHEET 3. 5. CROSSWALK MARKINGS, F PROVDED. SHALL BE IN ACCORDANCE WITH SHEET 4. 6. YELLOW EDGE LINES AT MEDIAN NOSES SHALL TERMINATE N ACCORDANCE WITH SHEET 3. SOLID WHITE LINE TO END OF DOTTED EXTENSION TAPER UNLESS OTHERWISE 2-WHITE LINE SEGMENT SPECIFIED N THE CONTRACT / 4' GAP DOCUMENTS. / A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION III REFERENCE TYPICAL PAVEMENT MARKING UNSIGNALIZED INTERSECTIONS ROOD AND BRIDGE STANDARDS 704 REVISION DATE SHEET 1 OF a VIRGINIA DEPMTMENT OF TRANSPORTATION 07/16 1330.30 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LINE WIDTH IS" WIN.) CROSSWALK WIDTH (6-MIN.) AS SPECIFIED IN THE CONTRACT DOCUMENTS CROSSWALK WIDTH (TRANSVERSE LINES) SOLID WHITE LINE 6" MIN. 1.. A'• LL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD AND THE VIRGINA 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 STANDMD CG-12. THE CROSSW&K 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 PAR&LEL TO THE PATH OF THRV TRAFFIC. 5. GAPS BETWEEN LONGITUDINAL LINES SHALL BE BETWEEN 2 - 5 FEET. GM SPACING MAY VARY IN ORDER TO &IGN 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. NOTE 5 CROSSWALK CROSSWALK WIDTH (8' WIDTH R6' I I CROSSW&K MIN.) AS NIN.1 M WIDTH UY CE SPECIFIED SPECIFIED MIN.) AS SPECIFIED M THE 4'MIN. IN THE 4'MIN. IN THE CONTRACT SPACE CONTRACT SPACE �7 DDCUMENTS DOCUMENTS CONTRACT CONTRACTS TRANSVERSE LINES LONGITUDINAL LINES XVD= ROAD AND BRIDGE STANDARDS SHEET 4 OF 4 REVISION DATE 1330.33 NEW 01/Is CROSSWALK MARKINGS VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SEE NOTE 101 LONGITUDINAL LINES AT SKEWED INTERSECTIONS (SEE NOTE 4) SPECIFICATION REFERENCE /Ga 2016 ROAD & BRIDGE STANDARDS PM-6 50' TO 200' OF DOTTED SEE SHEET i LINE (2, LINE SEGMENT / FOR NOTES. 4' GAP) IF RIGHT TURNS ARE PERMITTED 8' SEE NOTES 4 AND 5 MINOR INTERSECTION SEE NOTES 4 AND 5 NO EDGE LINE REQUIRED ON RIGHT EDGE OF BICYCLE LANE 50' TO 200OF DOTTED WHERE CURB IS PRESENT LINE CE' LINE SEGMENT / UNLESS OTHERWISE SPECIFIED IN I 4'GAP11F RIGHT TURNS MARKED SHARED LANE THE CONTRACT DOCUMENTS. ARE PERMITTED EXAMPLE%j11L�TIOOF APPLICATION A POCATION PLE OF EXAMPLE APPLICATION WHERE POKING P RBE�Q�KING I$BG 6 P�BITEDTEDSW F PROHIBITED 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 PERMITTED 1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED N 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 AD SPACED AT INTERVALS NOT GREATER THAN 250 FEET. 4. IN SHARED LANES WITH ON -STREET PM&LEL PARKING. THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST 11'FROM THE FACE OF CURB. OR FROM THE EDGE OF PAVEMENT WHERE THERE IS NO CURB. 5. ON STREETS WITHOUT ON -STREET PARKING AND AN OUTSIDE TRAVEL LANE LESS THAN 14' WIDE, THE CENTER OF THE SHARED LANE MARKINGS SHALL BE AT LEAST 4' FROM THE OPTION& DOTTED FACE OF CURB, OR FROM THE EDGE OF PAVEMENT WHERE LINE FOR BUS 0 50' TO 200' OF DOTTED THERE IS NO CURB. STOPS IMMEDIATELY LINE (2LINE SEGMENT '/ BEYOND THE 4'GAP) IF RIGHT TURNS 6. SEE PM-10 FOR SHARED LANE MMKING SYMBOL DETAILS. INTERSECTION I ME PERMITTED SPECIFICATION A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. \VDOT REFERENCE TYPICAL PAVEMENT MARKING ROAD AND BRIDGE STANDARDS BICYCLE LANE AND MARKED SHARED LANE REVISION DATE SHEET 2 OF 2 704 VIRGINIA DEPMTMENT OF TRANSPORTATION NEW 01/15 1330.61 30' GAP 10-WHITE LINE SEGMENT SEE NOTE 2 6" WHITE LINE 2'WHITE LINE SEGMENT (6" WIDE) SEE NOTE 2 XVD= ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 1330.60 01/15 nn4c onwn o oolnn_v crwAlnwonc 2016 ROAD & BRIDGE STANDARDS 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) 4. MIN 6" SOLID WHITE LANE LINE I. L.I.. BIKE LANE 6' MIN. ..... MOTOR VEHICLE LANES BIKE LANE 5'MN. 6' SOLID WHITE LANE LINE �.GUMDRNL LIJ MOTOR VEHICLE LANES BI LAN LANE LANE 4' NOTE 5' MN. (SEE NOTE 8I fSEE NOTE W TYPICAL BIKE LANE CROSS SECTIONS E INSTALLED IN ACCORDANCE WITH THESE VIRGINIA SUPPLEMENT TO THE MUTCO.UNNIESS TRACT DOCUMENTS. 3. BICYCLE LANE SYMBOLS SHALL BE PLACED A MAXIMUM OF 500' APART 4. SEE PM-10 FOR HELMETED BICYCLIST SYMBOL AND ARROW DETAILS. 5.PMKING LANE WIDTH SHALL BE ]'FOR RESIDENTIAL STREETS AND &FOR COMMERCIAL AND MIXED -USE STREETS. REFER TO THE VDOT ROAD DESIGN MAMUAL FOR ADDITIONAL REQUIREMENTS. 6. DELINEATING BICYCLE LANES WITHIN THE LIMITS OF A REQUIRED PAVED SHOULDER AREA IS NOT PERMITTED. BICYCLE LANE VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SPECIFICATION REFERENCE 704 Q TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH ® TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 4" WIDTH (2' LINE, 4' SPACE) TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 8" WIDTH (2' LINE, 2' SPACE) QO TYPE B, CLASS I, WHITE PAVEMENT LINE MARKING, 24" WIDTH O PAVEMENT SYMBOL MARKING (HELMETED BICYCLIST) TYPE B, CLASS II 0 PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 0 ►n CQ r n co 0 u) V d1 U Z cq U n/ � co I,L C�2 co O W � U CLu o14 Z aDIT �> Ur O .•-I .. c a� 74 W 0�.�1� w �1CC) � D O O W c 'IzIR uca� Co O N M L) O \ C a ° a 4 R�: 0 ° O _ D r/ N Z Y Q E TO (T E/,LA c TBRIAN C,o wi#- PEI-_lam 0) 5 071,3112020 L o�FSS/ONALENO\� 2 O_ 0 w C N N I� C O U O w+ 3 l O � 1LTTVn C r V O N Irk, I l r4q r^ v1 L O L. 0 [O ^I � 0 O O Ir�`R U l C O r CIL O T!1 N 0) REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER DATE O 04-27-2016 SCALE c o PROJECT MANAGER BRIAN C. MITCHELL, P.E. o 0 DESIGNED BY (D BCM / JLS r H. CHECKED BY -° C O PROJ.1 .3 20150290 O ° SHEE=1) C -r H 1 O n - Odd - V _ N S ED \ C LI IT \ \ IP \ \ \ z o x 10 \ \ V�OT E \ BARRik; '�, •`+� £ 1---------------------- I A G F W ---BIKE UNE_ 3�5T- I 1 I II I F CLIFFSTONE BOULEVARD 35 MPH DESIGN SPEED Q G�o GS .7 (8,000 VPD) I 3 I \ I I \- 1 ' \ BARRICADE III I I _ I 7 SIGNS I I I I G M4- 1 I I I I I.. F Go A B W C G F •!� D i \\ �E D / / / 4 0 o OT TYPE III . nu u 1 C) I l \ / / \ \ \ Fj BARRICADE M4-74SIGNS BIKE LANE MP3F / 11 ENDS ^M®Ae � // J-\ BIKE LANE Il �� I ` 11 Il FENCE G BIKE I 11aw EN / o 1 2 OAINWA w SWM/BMP 3 11 1 B �' / 0 0° 11 J I o I 1 _ 1 111 1 I° 0 ° \ .� / O / p/ a 0 °°� c/ ° 0 0 ola /%\\ yti�/. G 0 0. ° ° 0 °°° 4 000 0 0 ° 0 0 0 o °p o 00000/00 / 0/0 Q�w ° a / ° z��Q // o d / B 0 0 " o o/ / A 1 0co ° / / I o / 00 ° 0 0 00 I ti ( 8 /B U� 0 ° 00 ° ° 0 I / / ° c+ 0 o ° o ° °° P 0 I I A ° o° o � c� 0 00° o ° ' O � : O O O o O O o 0 \ °° 0 / Ir 0 BIKE LANE o - -^ ENDS I 0 0° �� `� \ // / i ce/ 0 0 0 0 0 r\ ° o / �\ \ // / /r / f' BIKE LANE AHEAD 11v\1 I� °° ° 0 ° / I\/ / 50' WIDTH AREA � v \ \/ / / / / / \ ° 0 I RESERVED FOR FUTURE- 0 0 0 DEDICATION UPON 0 I o DEMAND BY / a ALBEMARLE COUNTY / 10' TEMPORARY \ I CONSTRUCTION \/ \ I EASEMENT \ \ \ / / MIA Rr VDOT TYPE III BARRICADE 1414-7 SIGNS AQ TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 4" WIDTH QB TYPE B, CLASS I WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS 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 II 0 PAVEMENT SYMBOL MARKING (BICYCLIST THRU ARROW) TYPE B, CLASS II 5o GRAPHIC SCALE 00 ( IN FEET ) 1 inch = 50 ft. O LiJ CQ /11 Co O v d4 U Z cQ U � Co 'tj4 co c � C\t cc)O W � U � W o] "d Z ��do p Ul o O W O 4-I .�I� w Cb U � W Co 0 U O N �L) O \ ^ 0 h+,l o 4 0 O 2 Z ° Q 3 0 E 0 o+ I,LTH 0/ c ` T C BRIAN C. M CHELL o ° 5 071,3112020 L o�FSS/ONALENO\� o o_ 0 N 0 0 U C w •c 3 v1 O ti Q5 ° 0 �1 ° 0 0 0 [0 ^I 0 Irk` U `CAI o 0 U 0 CL O T!1 0 a-. c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER DATE ° r 04-27-2016 SCALE c o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. g 0 DESIGNED BY W BCM / JLs r CHECKED BY -o ° PROJ.1 .3 20150290 0 SHEET ° C - 3E r 455 450 445 440 435 430 425 420 415 410 470 — 465 — 460 — 455 — 450 — 445 — 440 — 435 — 430 425 — 420 — 415 410 M APPROX. LOCATION EXISTING 6 0 0 0 0 0 0 0 0 0 0 0 FEMA FLOOD PLAIN ELEV 424 FROM FLAT BRANCH PROPOSED STONE WALL ENDING AS REQUIRED BY VDOT & COUNTY N❑RTHSIDE DRIVE EAST THE EXHIBIT BELOW IS A COPY OF THE SPECIAL USE PERMIT DRAWING APPROVED BY THE PLANNING COMMISSION CERTAIN DESIGN DETAILS AND ELEVATIONS MAY VARY ON ROAD & WPO PLANS. THIS SHEET IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. _,/,,—ENDINO AS REQUIRED BY VDOT & COUNTY J N❑RTHSIDE DRIVE EAST NEW LANDSCAPED EMBANKMENT \1/ I NE4J ' LANDSCAPED PROPOSED EM*ANKMEN* PEDESTRIAN / \ UNDERGROUND CROSSING PROPOSED DOUBLE 10'x6' BOX CULVERT (STORM WATER) / APPROX. LOCATION EXISTING 6 O O O O 0 O O EMA FLOOD PLAN ELEV 24 i� US 29 NORTH FLAT RANCH C/L FLAT BRANCH N❑RTHSIDE DRIVE STREAM CR❑SS—SECTI❑N BB (L❑❑KING NORTH) PLEASE NOTE THAT THE ROAD WAY DESIGN IS UNDER REVIEW BY VDOT, WHO MAY ALSO DICTATE CERTAIN REQUIREMENTS FOR THE STREAM CROSSING ROADWAY (PARTICULARLY REGARDING THE GUARD RAIL), WHICH MAY ALSO ALTER APPEARANCE OF THE ROADWAY AND THE CULVERT. 0 C r n co 0 Z cq cost cco o � C\2 co 0 W U W U Z aor� �> Z a� 7,� o W �.�� w ono O O W kO CO U0 a w O N O c a ° a 4 0 O _ 0 C/) N Z o Q E 0 o+ EpLTH OF ` c T c BRIAN C, M CHELL o Lic, No. 035724 07/3112020 P��FSS/ONALENG\� 8 o_ im d N O 0 U C w �L 3 l�l � �> o � o �' C) C)O ° W 0 �! cq Q4 � CL 5 O Fl rn c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 KNER a DATE Q 04-27-2016 SCALE c NO SCALE o r PROJECT MANAGER BRIAN C. 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\ \\\\\- ----- ��/ / / , / / // Y/ G // \ \ \ \ \ ♦ \ \ / \ ♦ \ \\\\ - - ///j /i/,✓i/ Ill I lllllll IIIIII I \ \ ' -- '�' �/ �/111 ll ll Ill 111 l IIII 1 11 I I 1 / I l / I 1 •-- _-____1.../G_ \ \ \ \ \ \ \ \ \ \ \- - _ ________________ -// //// /////,/// /// / //// /'/ r / //IIII -� - �i i i / i i // // / ' / / ll I 111/ ll lll/l 11/I Illj 111/IIII 111 IIII \ ii... ` --- ____-______ \ \ \ \ \ IIII_____ �- /'-'� //!// // /% ' / /' ^ / Ill/ 1 / 11 III 111� 1I l 1 / �.'- -\ ♦ --- \ ` \ \ \ \\ \\ \ \ \ \ ` \ \ ------------ / I I I f 1 I \ \ -- - \ \ \ \ \ \ \ \ \ \ ♦ l I I I I � j � I j /� � \\\ � ♦_ _____ __ _________' � ''/ i/ i// ' / l Il ll11111111111 I11/ 11 IIIII IIII/l11 -\ `\ \ -`_- -___-- \\ \\ \\ \\ \\ \ \\ \\ \\ \ \\ \♦ ♦♦ `- --\�� \\ -- ___--__-' ,"_^' _ ' / / i i /"-` \___-\ \♦ \\ REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08/27119 PER COMMENTS 0910112020 PER OWNER O 0 LID C �y U) r U Z � � O Ly O y V' LL U N 00 O W WU Z v •'•1 �y rl Qi y Z �" V O •;y C OW co rl j� W Ol W N 00 �i 0 r0 � �O�yy I C a ° U O O OI N O O 2 V m //�� a ��/J •y Y � Q E N pLTH OF ` c T C U y � BRIAN C. M CHELL o Lic. No. 035724 07/31/2020 � 9��FSS/ONALEN�\�� O 24 Ln C N N C O U c r L q ° ti l N ° a O w � o 1� U O 'V U c cc w a) in rn m c 0 w 0 T O1 d O a r DATE 04-27-2016 N_ SCALE c _ 1 " = 50' o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. - c° s v DESIGNED BY BCM / JLS r CHECKE=BY -° c .3 PROJ.# 20150290 0 SHEET # ° C - 4D r DRAINAGE STRUCTURE TABLE Structure# Type LENGTH COMMENTS DIAMETER MATERIAL PELE INV IN INVOUT INLETSPREAD SLOPE NOSE HEIGHT OF STRUCTURE STEPS/SAFETY SLABS 1 MOD. EMS - 2 PIPE 377.85 120'z72'BOXCULVERT 12O'x72"BOX VDOTSPEC 418.00 413.00 0.0132 2A PIPE 368.36 120'X72'BOXCULVERT 129'02"BOX VDOTSPEC 41T50 41250 0.0136 3 MOD. EMS - 4 NO STRUCTURE 5 MOD. EW-2 UPPER HEADWALL ON PEDESTRIAN TUNNEL 6 PIPE 124.19 PEDESTRIAN TUNNEL 96'z96'BOX VDOTSPEC 7 MOD. EW-2 LOWER HEADWALL ON PEDESTRIAN TUNNEL 8 NO STRUCTURE 9 EW-2 10 PIPE 235.92 24 1 RCP CLASS V 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 1 RCP CLASS V 440.50 1 433.00 1 0.0274 17 EW-2S I 1 1 433.00 18 NO STRUCTURE 19 EW-2S I I 1 1 460.00 20 PIPE 229.74 36 1 RCP CLASS V 460.00 1 444.00 1 1 um 21 EW-2 I 1 1 444.00 22 NO STRUCTURE 23 D9313 6.00 STEPS REQ. - 459.05 452.05 7.00 24 PIPE 57.52 15 RCP CLASS III 452.05 45136 0.0050 25 D9313 6.00 STEPS REQ. - 459.18 451.66 7.52 26 PIPE 121.90 15 RCP CLASS III 451.66 450.20 0.0120 27 MH-1 STEPS REQ. - 455.15 450.10 5.05 28 PIPE 90.67 15 RCP CLASS III 450.10 449.65 0.0050 29 D93CC - STEPS REQ. - 454.05 445.96 8.09 30 PIPE 63.25 15 RCP CLASS III 445.96 44343 31 D93C 8A0 STEPS REQ. - 4545 44105 1.D0 32 PIPE 68.00 15 RCP CLASS III 447.05 446.71 0.0050 33 D93B 10.00 STEPS REQ. - 466.79 460.52 6.27 34 PIPE 52.33 15 RCP CLASS III 4K52 459.86 0.0126 35 DI3BB 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 I - STEPS REQ, 446.00 43920 6.80 38 PIPE 16.31 15 1 RCP CLASS 1111 1 439.20 1 439.04 1 1 0.0100 39 EW-1 40 NO STRUCTURE 41 D93B 8.00 STEPS REQ. - 469.53 462.28 7.25 42 PIPE 55.98 15 RCP CLASS III 462.28 462.00 43 D93BB - STEPS REQ. - 469.53 460.00 9.53 44 PIPE 40.30 15 RCP CLASS III 460.00 45T 58 0A00 45 MH-1 SAFETY SLAB REQ. - 463.00 449.92 13,08 " 46 PIPE 48.70 15 RCP CLASS III 449.92 447.00 0.0600 47 MH-1 STEPS REQ. - 451.00 443.09 7.91 48 PIPE 89.33 15 RCP CLASS III 443.09 441.30 49 D93B 8.00 STEPS REQ. - 520.68 513.29 7.39 50 PIPE 42.55 15 RCP CLASS III 513.29 513.08 0.0050 51 D93B 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 D93B 8.00 STEPS REQ. - 513.93 507.91 6.02 54 PIPE 40.00 15 RCP CLASS III 507.91 506.31 55 D93B 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 D93B 10.00 STEPS REQ. - 501.52 496.55 4.97 58 PIPE 84.78 15 RCP CLASS III 496.55 492.02 0.0534 59 MH-1 SAFETY SLAB REQ. - 496.10 482.27 1383 " 60 PIPE 45.31 18 RCP CLASS III 482.27 480.00 0.0500 61 MOD. EW-2 - 62 NO STRUCTURE 63 D93B 14.00 STEPS REQ. - 501.52 49101 4.51 64 PIPE 40.D0 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 48103 0.0300 67 D93C 12.00 STEPS REQ. - 495.51 487.57 7.94 68 PIPE 40.00 15 RCP CLASS III 487.57 487.33 0.0D60 69 D93CC STEPS REQ. - 495.51 48123 8.28 70 PIPE 26.68 15 RCP CLASS III 487.23 487.02 0.0080 71 D93CC - STEPS REQ. - 520.21 512.03 8.18 72 PIPE 42.57 15 RCP CLASS III 512M 51t61 0.0100 73 DI3BB STEPS REQ. - 520.21 511.51 8.70 74 PIPE 56.56 15 RCP CLASS III 511.51 510.94 0.0100 75 D93AA - STEPS REQ. - 519.40 510.69 8.71 76 PIPE 272.81 18 RCP CLASS III 510.69 494.32 0A00 77 DI3BB STEPS REQ. - 498.98 490.27 8.71 78 PIPE 113.53 18 RCP CLASS III 490.27 488.00 0.0200 79 D1-3BB STEPS REQ. - 495.30 486A0 9.30 80 PIPE 229.10 24 RCP CLASS III 486.00 481.10 0.0214 81 D93BB - STEPS REQ. - 488.38 481.00 7.38 82 PIPE 185.03 24 RCP CLASS III 481AD 47300 0.0432 83 D93B 10.00 STEPS REQ. - 478.50 471.07 7.43 84 PIPE 80.17 24 RCP CLASS III 471.07 470.27 0.0100 85 D93C 10.00 STEPS REQ. - 476.90 470.17 6.73 86 PIPE 80.11 30 RCP CLASS III 470.17 469.53 0.0W0 87 DpBB STEPS REQ. - 478.17 469.43 8.74 88 PIPE 56.64 30 RCP CLASS III 469.43 468.86 0.0100 89 DI3BB STEPS REQ. - 478.26 468.76 9.50 90 PIPE 166.38 30 RCP CLASS 1111 468.76 467.43 0.0080 91 D93BB - STEPS REQ. - 478.38 467.33 11,05 92 PIPE 133.39 30 RCP CLASS III 467.33 466.00 0.0100 93 D13BB STEPS REQ. - 475.04 465.90 9.14 94 PIPE 252.00 30 RCP CLASS III 465.90 460.00 0.0234 95 D93CC SAFETY SLAB REQ. 467.92 448.65 1927 " 96 PIPE 43.19 30 RCP CLASS III 448.65 448.26 0.0090 97 MF91 - SAFETY SLAB REQ. - 460.25 444.26 15,99 " 98 PIPE 57.03 30 RCP CLASS III 444.26 443.75 0.0090 99 MH-1 SAFETY SLAB REQ. - 450.25 434.50 1575 " 100 PIPE 45.61 30 RCP CLASS III 434.50 433.00 0.0329 101 EW-2 102 NO STRUCTURE 103 D93B 14.1)0 STEPS REQ. - 524.04 517.04 7.00 104 PIPE 52.49 15 RCP CLASS III 517.04 514.94 0.0400 105 D93B 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 D93A 2.50 STEPS REQ. - 519.40 512.61 6.79 108 PIPE 40.00 15 RCP CLASS III 512.61 51241 0.0050 109 D93B 10.00 STEPS REQ. - 500.47 493.22 7.25 110 PIPE 1 48.36 15 RCP CLASS 1111 493.22 492.98 O.OD50 DRAINAGE STRUCTURE TABLE Structure # Type LENGTH COMMENTS DIAMETER MATERIAL P ELE INV IN INV OUT 111 D93B 600 STEPS REQ. 495.40 488.20 T20 112 PIPE 40.28 15 RCP CLASS III 488.20 488.D0 0.0050 113 DOB 8.00 STEPS REQ. 478.59 471.39 7.20 114 PIPE 43.22 15 RCP CLASS III 471.39 471.17 0.0050 116 D93B 8.00 STEPS REQ. 475.11 467.28 T83 19 PIPE 56.12 15 RCP CLASS III 467.28 467.D0 0.0050 117 D93B 10.00 STEPS REQ. - 487.53 480.53 7.00 118 PIPE 44.D0 15 RCP CLASS III 480.53 480.09 0.01D0 119 D93BB STEPS REQ. 487.61 479.34 8.27 120 PIPE 53.37 24 RCP CLASS III 479.34 478.81 0.01D0 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 DI3BB STEPS REQ. 487.96 477.87 10.09 124 PIPE 281.55 30 RCP CLASS III 477.87 466.61 0.04D0 125 D1-3BB STEPS REQ. 477.19 466.51 10.68 126 PIPE 249.77 30 RCP CLASS III 466.51 459.01 0.03D0 127 D93BB - STEPS REQ. - 468.46 458.91 9.55 128 PIPE 112.41 30 RCP CLASS III 458.91 457.79 0.01LO 129 D93B 8.00 STEPS REQ. 477.19 469.94 7.25 130 PIPE 56.09 15 RCP CLASS III 469.94 469.66 0.0050 131 D93C 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 D93B 14.00 STEPS REQ. 518.85 511.85 7.00 134 PIPE 46.39 15 RCP CLASS III 511.85 511.62 0.0050 135 D93B 800 STEPS REQ. 519.45 511.52 T93 136 PIPE 49.39 15 RCP CLASS III 511.52 510.53 0.02LO 137 DI.3A 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 D93B 8.00 STEPS REQ. 503.55 495.75 T80 140 PIPE 106.03 18 RCP CLASS III 495.75 491.88 0.0365 141 D93B 6.00 STEPS REQ. - 498.94 491.78 7.16 142 PIPE 79.21 18 RCP CLASS III 491.78 490.33 0.0183 143 D93CC STEPS REQ. 497.98 489.80 8.18 144 PIPE 103.21 24 RCP CLASS III 489.80 489.18 0.0060 145 MF91 - STEPS REQ. - 498.45 489.D8 9.37 146 PIPE 132.67 24 RCP CLASS III 489.08 487.36 0.0130 147 DI3BB STEPS REQ. 496.87 486.56 9.31 148 PIPE 78.87 24 RCP CLASS III 486.56 485.84 0.0091 149 D93B 8.00 STEPS REQ. 492.05 485.74 6.31 150 PIPE 173.75 24 RCP CLASS III 485.74 473.54 0.0702 151 D93B 8.00 STEPS REQ. - 481.41 473.44 7.97 152 PIPE 144.96 24 RCP CLASS III 473.44 467.W 0.0444 153 D93CC SAFETY SLAB REQ, 476.W 463.83 12.17 " 154 PIPE 139.39 24 RCP CLASS III 463.83 450.45 1 0.0960 155 MF91 - STEPS REQ. - 455.501 1 450.35 1 5.15 156 PIPE 23.56 24 RCP CLASS III 450.35 450.W 0.0150 157 EW-1 158 NO STRUCTURE 159 D93B 8.00 STEPS REQ. - 503.99 496,20 7.79 160 PIPE 40.13 15 RCP CLASS III 49620 496.W 0.0050 161 DI.3C 16.00 STEPS REQ. 497.98 490.95 7.03 162 PIPE 40.D0 15 RCP CLASS III 490.95 490.55 0.01D0 163 DI.3C 6.00 STEPS REQ. 496.90 491.65 515 164 PIPE 47.34 15 RCP CLASS III 491.65 490.70 0.02D0 165 D93B 10.00 STEPS REQ. 497.70 490.60 7.10 166 PIPE 40.02 15 RCP CLASS III 490.60 490.20 0.01D0 167 D93B 8.00 STEPS REQ. 497.70 490.10 7.60 168 PIPE 49.38 15 RCP CLASS III 490.10 489.61 0.01D0 169 D93B 8.00 STEPS REQ. - 496.D0 488.11 7.89 170 PIPE 40.18 15 RCP CLASS III 488.11 487.31 0.02D0 171 D93B 12.00 STEPS REQ. 481.41 474.39 7.02 172 PIPE 40.02 15 RCP CLASS III 474.39 474.19 0.0050 173 D93B 10.00 STEPS REQ. - 477.16 470.77 6.39 174 PIPE 62.97 15 RCP CLASS III 470.77 470.14 0.0100 175 D93C 10.00 STEPS REQ. 511.87 504.37 7.50 176 PIPE 40.35 15 RCP CLASS III 5D4.37 504.17 0.0050 177 DI.3C 14.00 STEPS REQ. 511.87 503.92 T95 178 PIPE 22.31 18 RCP CLASS III 503.92 503.70 0.01D0 179 MF91 - STEPS REQ. - 511.50 503.60 7.90 180 PIPE 113.07 18 RCP CLASS III 503.60 502.20 0.0123 181 MH-1 CAST -IN -PLACE 506.LO 502.10 3.90 182 PIPE 20.85 18 RCP CLASS III 502.10 502.D0 1 0.0050 183 EW-1 - 184 NO STRUCTURE 185 D93C 8.00 483.54 480.27 3.27 186 PIPE 56.01 15 RCP CLASS III 480.77 479.99 0.0050 187 DI.3C 14.00 483.54 479.89 3.65 188 PIPE 169.69 15 RCP CLASS III 479.89 478.28 0.0095 189 D43CC STEPS REQ. 486.00 478.18 7.82 190 PIPE 52.10 15 RCP CLASS III 478.18 477.39 0.0152 191 D93BB STEPS REQ. 486.57 477.29 918 192 PIPE 43.44 15 RCP CLASS III 477.29 476.63 0.0152 193 DI3BB STEPS REQ. 486.57 476.38 10.19 194 PIPE 127.54 18 RCP CLASS III 476.38 475.20 195 D93BB STEPS REQ. 482.23 475.10 7.13 196 PIPE 90.68 18 RCP CLASS III 475.10 469.29 197 D43CC - SAFETY SLAB REQ. - 480.91 466.71 gO.O2DO 14.20 198 PIPE 74.22 18 RCP CLASS III 466.71 455.58 199 MH-1 SAFETY SLAB REQ. 461.50 445.15 200 PIPE 45.17 18 RCP CLASS III 445.15 444.25 201 EW-1 202 NO STRUCTURE 203 D93C 6.00 STEPS REQ. - 480.91 473.91 7.00 204 PIPE 40.07 15 RCP CLASS III 473.91 473.71 0.0050 205 RISER 48' RISER 206 PIPE 85.02 WITH O-RING GASKET 42 RCP CLASS III 436.30 433.LO 0.0388 207 EW-2 - 208 NO STRUCTURE 209 RISER 60' RISER 210 PIPE 1 111.55 1 WITH O-RING GASKET 1 42 IRCP CLASS V1 1 426,00 1 418.00 1 1 0.0717 211 EW-2 U)Z �W C:Uj Z �W OW �N LT O O LO f\ 14:14 U 0\2 O O IN 00 O U 0 •'•1 '""r � rA Ow Co ILD� y O��r� 00 4V c'L)0 a 111 O O 4 a O 2 Y fn Q BRIAN C, MIFrCHELI Lic. No. 035724 q 0713112020 24 r i REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 1" = 50 PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS c 0 U 0 0 rn aT 0 0 0 w w 0 .0 0 L O 0 o+ C 0 0 U C 0 U 0 0 a m m in CHECKED BY PROJ.# 20150290 C - 4D N. 6549N. i 1 __ {CONSIFENi74W---------- r "' ` N. ' --------- I \ \ _ _- / ' --- _-_ - - NL N. /_____ _ - //-t 67TmT� 1 / \ IIETANING WALL - aETANING W __ ____ I N. � \\ \\ N. \ \\ G \ / \ - W �- - -` - 1 1 / #03200-00-001g223I GRACE BAPTIST 'CHURCtH; 1 / / 3 - - /• \ ``\ i I i \ \ \ BRUCE CATLETT, EMMA E GARgEN & RUTH HOHANSEfd JS I / i / �\ \ 1 / •. `\ \ \ \ \ \ ` / / I I 1 / `i \\ A GE IMBETABLE: Stake # Depth Auger Refusal Depth/End of Probe Additional Notes 3 20' 14' Had Pan 6-12', Weathered Rock 13' 4 15, 1''d' Hard Pan/Weathered Rock 9' & 13' 7 30' 25' Hard Pan 15' 8 25' 19, Hard Pan 15' 19 10, Hard Pan -TV Weathered Rock 4-5' 24 10, 10' .�.-- -- - - _ 25 10' 10, 26 10' 10': 27 12' 12�....- 28 10, 10'''. 31 10, 10, Hard Pan at 5', Weathered Rock 10' 35 10, 10, 36 30' 30' Weathered Rock/Hard Pan 15' 37 30' 15' Hard Pan IS' 38 35' 35' 39 35' 17'/" Hard Pan 17'/:" 40 25' 25' 41 5' 5' 42 20' 20, Weathered Rock I 43 12' 12' - -- 44 5' 5' -,. - 68 10, '-` --- % 1 1 I I I % 1 1 I I I 1\ / I / I I \ 1 ( •:F \ \ \\ I I \ \ I / 1 I I I / I / I 1 � i ' i \ 1 1 :: 1 \ \ � \ `--_ -''I I \ �' /' I i I £ r ♦\ \\ � \ \ \ / / 1 I I 1 1 I M \ \ / \ I 1 '• \ \ \ \ , � I I \ \ / / / \ \ TEST PIT TABLE: �I \ // \\I \\X \� \ \\\ All �\ - r' I - I 11 1 I \ i v\ // ,/ I ( / 1 ••1 \\ \\ I \\ 1\ \ _ % j j '; \ / / • : \ \ 1 1 1 / y_ W \ W / I N. N. N. / ,' / \ \ ` __.ram ` 1 I \ � NI - / / / / .•.r.•�': \ 7\ \ ♦ \ 1 \ \ \\ -�---_,' , \� -_ �/ ,/ _ / � ,/ ,'' fl / // D \I 1 \ 1 1 `\ \ ( \♦ \\ \\ `\ \\ \ ,' i_�. y, � I g / / / • `1 1 I I 1 ___ _ ,' \ _ _/ \ l i i ,'' ` i J / l \ \ ♦ _ W - 1 1 1 \ ♦\ \♦\ ` N.N. N. - - /''' ,, ,, _ _ ♦'' I 'I \ \ \ I \ I 1 1 I I 1 I I { � I 1 I I I ' S , , ♦ \ \ - _ � ` __ / , , . os /' r'� , \. , P \ 1 I I 1 \ I II , 1 I. 1' I I I I I I '' 1 I 1 I I \ \ \ \ X\ ♦ , , , , ' ✓ , � ..-.-t � , � t� � �- :i5,-fc.G:: �:.. / / I I I I I I I I I 1 I 1 / - - __- _-_ , ' ,/ // i /�'' / ' sm .-a.:/.. /W �- / ',' /, / I I I I II I I I / , , I I I • I / / , I I \ \ \ \ ..# - 1 �y 1 -'' -'___ ___ _________\ ♦\\ ♦----"___vv `v 1 I � I' I / I� 1 11vI\ \ W\-- �'�"c:.::...-_____"''� / /l � (\ v 1 1 I I ! N. \ \ 1 I I \ 1 \ 1 1 1 \ \ \ \ \ \N. - --` - - _ i t \ \ ♦ I I \ \ Q -\` -r \\ \ \ \ \ \ `♦♦♦ ` �\\\ \`\ ♦\ \\N. \\\\ \\ \\\ \I I / I I I I 1 I i 1 I ♦ \ w� 1 \\ \\\ V ___' // i i / , , / / 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' - Auger Probe was also done in this area. 4* 15' Hard pan/Weathered Rock 3 T, Refusal at T5" - Auger Probe was also done in this area 5 10, CL, Weathered Rock 6 10, ML 7* 30' Hazd Pau, Weathered Rock 3-13', Refusal - Au er Probe was also done in this area. 8* 25' Hard Pan, pale yellow -gray soil 6-13', Refusal at 13' -Auger Probe was also done in this area. 9 10' Soft Weathered Rock, Saperlite 10 10, ML, Weathered Rock/Hard Pan at 10' 11 10, ML 12 15' ML 13 20' CL/ML - 14 15 ML, Weathered Rock 15 8' ML, Weathered Rock - 16 12' ML, Weathered Rook - 17 10, ML --- 18 10, ML Weathered Rock 19* 10' Hazd Pan 6"-2', Refusal at 2' - -` Auger Probe was also done in this area. 20 10, ML 21 10, ML 22 10, ML 23 10, ML, Soft Weathered Rock 29 10, ML, Saperlite P 30 .10' Weathered Rock 31 * 10' Refusal at 2' - Auger Probe was also done in this area. 32 8' ML 33 5' ML, Weathered rock - 34 12' Soft Weathered Rock, Saperlite 35* 10, Hard Pan 2 -6', Refusal at 6' - Au er Probe was also done in this area. ` / / / 1 1 1 ` 1 ♦ ♦ \ \ \ \ l 1 / l l I / I I I I I 1 1 1 \ \ \ / / .. N. \__-_•-----_ \ /''___-___--___- ''' / / I I I I I/ \\\ \ \� \\ 1 j 1\ \\ ` / / / /� \\\ 1\\ \\ 1\ 1\ \\\ \ / \ ' r i N. - _______',/ , I 1 1 I I I r N. - \ \ . I / /' \ / l 1 I I / I 1 I \ , ,' f, i I I I \ \ \ __-'`"' _-- , / • xc � � \\ \ N. IN \ \\ `\ fi ♦ 1 1 / /' ---\ /' / / / % 1\ 11 1 III I I I \__ ''/ ,/' , / J / I I \ ♦.,- __-- _ / / / 7 4 i '/'/'/'' // - �\ \ \ \\ , 1 , / iF�'� QQ� __ / / / /' - ♦ / / / / I l I \ - l- I , A0quORk100D, III tJ ,�lgvl�tJr[S N C / , 03205-00-00 \ 022PO / / / l I I 1 \ '� - - - - _ i-3 5' `1 �+ V4 - _ •' / IHOM�\S N OD 1\ #03200-00-00,1-02 GO i i ---_- '' / #03200-00-00-02000 /-------' / / I I I 1 1 / '' _ ----' ; _ s \1 ,1 CWH PROPEERES'' / ROBERT TXBUR K / .''�/ \ , - _ ` D7B 362, G. 87 \\ D.B. 182¢ PG. $09 / I I i 20b-0-00-122 0 / / \ \i /- I I / ♦ \ 1 / 1 _ _ I A / , , #0 Q q „� ' / ' . / .q' LIMITED,P0TNERSHIP Chi D.Q. LL __ ,j D.B. 2309 PG 419 / - , #0320Q 00-00-022FO . -2943,( `- \`♦\ ` / / / N. ♦ ♦ / , / I I 1 / I I \ / i ' i /' / _ \\ / /' ,/' /� 1�w--.- \-_l J \' l / a i vOi' / ' \ _.<�, ,-i \ \ It 1 / I I / I C ♦ 1 GRAPHIC SCALE �' �-__ � f / / \ i / li / ��, �/� 1 1 \ ///j'% /' ' % / / / / / / /` 1 1 1 1 1 \♦ \ \ 1 1 1 I ,/' ' ,� ,- \ \ \\ \ f 1 , I l / , / / l \ t / /� / .. 50 0 25 50 100 -------- \ 1 1� 1 / / / ``� / - �\ � / i 1 \ 1 1 / / �__ j �•W�,,e / / j i' i X / I f I Ii P'1c+"QPµ``ap4`9 \ / / / _ / / /, �\ a / , � IN FEET I i `- •* 1 � / 1 inch = 50 ft. 0 OZD - 2 °1 n Q 3 C N E N O DF c c ��EpLTH ` p o (7 y BRIAN C, M CHELL o Lic, No, 035724 5 071,3112020 L o�FSS/ONALENG\\, o O_ rn w c d N 1� c O U v 1 � (� 3 q 3 Ifq.�1 l ~ O Oi 1Tn v 1 C O ._> o N -6 t� ��•r1 L , �y O V c C 0- r, Q) O " l�l � -O O O N O T!1 N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER DATE In r 04-27-2016 SCALE C o PROJECT MANAGER .0 BRIAN C. MITCHELL, P.E. rn N DESIGNED BY BCM JLS ) CHECKED BY -0 C O PROJ.,f 20150290 a O SHEET # C - 4F r For Truck Apron Curb use cell Mod. CG3 found in the cell library." R 0 UNDAB 0 UT 1 DETAIL R1 = 82' 1 CG-3 MODIFIED FOR USE ON ROUNDABOUT TRUCK APRONS ONLY 2" 5" 2" R - L / I" R SURFACE —o �o W BASE `LU SUBBASE 7" N.TS NOTES. 1. THIS ITEM MAY BE PRECAST OR CAST /N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. J. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19' DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENTS SUBSTRUCTURE. OTHERWISE,THE DEPTH IS TO BE ICAS 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 CG3 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 =78' R3 R4 = 93' ---.'--r- r ' _B;;PEED- .600D —�--1— VPDY l. F w ... . .. . ' LAN$ OF 'R608' 0 l' / r i F COBBLESTONESE OR STAMPED CONCRETE FINK" / \ X / If l X i I .i. l� 1 / i it I I l\ l 76. w 1- / / i i i i 3 105 i TLC i R1 0./ i. .r .. . . 476.5 ti :rr� \fin ■�i�;rr-L:� -��r� " O NI r / / / / / / 1 / 1 rr� EYE! NO H V 1 I III \\\ .\ I I I I 1 I pl II I \\\ I l I i9Y I I I I I Y I-..w ROUNDABOUT 2 DETAIL GRAPHIC SCALE R1 =127' 30 60 R2=105' ( IN FEET ) R= 75' 3 1 inch = 30 ft. =10 7' R4 TRUCK APRON DETAIL VDOT CG-2 / \ (NOT TO SCALE) tij� 36•• VARIES VARIES . 2.5' 18' MIN. 7" 10' CG-2- �7„ SARNE 10' 7" 18' MIN. 2.5' VARIES EE SETS CG-6 CG-3 MODIFIED FOR DIMENSIONS CG-3 MODIFIED CG-6 1/2" : 1' Ll I,N 1 2' : 1' 1/4" ' 1 10' WIDE TRUCK APRON __-� 1/4" ' 1 .1PW3- 2 TO BE STAMPED CONCRETE N.T.S. TRAFFIC CIRCLE SECTION VIEW A DIAMOND -SHAPED SIGN WITH AN UPWARD -POINTING ARROW (NOT TO SCALE) ABOVE A DOWNWARD -POINTING EQUILATERAL TRIANGULAR RED AND WHITE YIELD SIGN SYMBOL �24"/18"� 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 TO7 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 O 2 m Cf) q Y � Q E w o+ pLTH OF ` c 0 O U 7 BRIAN C. M CHELL o Lic. No. 035724 0 0713112020 9o;FSS/ONALENO\�� 0 0 U C T � 11 •C ME ME 0 q W I� x W (ti o 0 ti �I �I CL 0 O �i V 0 U 7 0 rT, W CL m t c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08/27/19 PER COMMENTS 071,3112020 PER OWNER c r DATE 04-27-2016 N SCALE C AS SHOWN o _ r PROJECT MANAGER BRIAN C. MITCHELL, P.E. c0 v DESIGNED BY BCM / JLS r CHECKED BY -0 c 0 .3 PROJ.# 20150290 _ 0 SHEET # C — 5 r HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING TO: INSIDE DIAMTER OF PIPE: *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* (PLEASE PROVIDE ALL DIMENSIONS IN INCHES) TIONS INC. OR EQUAL IOSS BARS RS ATTACHED X METAL OR SIDE VIE PLAN VIEW ROUND SERIES TRASH RACKS RISER PART N0. CONCRETE INSIDE DIA. CMP OR HDPE NOMINAL DIA. A B C D E F G H RS-24 24"f 12"01 17 1/3" 13 1/3" 7 3/4" 6 1/4" 6 1/4" 27 1/2" 6 1/4" 7 1/2" RS-36 w*0 21*01 21 1/8" 131/2" 6 1/4" 61/4" 6 1/4" 401/2" 61/4" 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" g" RS-80 60"0 48"01 27 3/4" 17 3/4" 11 1/2" 8 1/2" 6 3/4" 67 1/2" 8 1/0 g" A�I/��RCAV" CUSTOMER: c.OPSIR XTM PRWtK 6 INC 9025 CENTRE POINTS DRIVE, SUITE AVID * T CHESMS, ONTO 45069 PROJECT: PN: I.wm. .1122 FAX 513645.73% (C) COPYRIGHT ROUND '.ASH RACK SEE DETAIL HIS SHEET) 03111113LVAKXV BI( DATE: DRAWN BY: APP'D BY: DETAIL: (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 ❑RIFICE CONCRETE SLAB NISH RACK 12' PVC. DRAIN 180 51 — �5,�/ RISER CONCRETE SLAB & 12" PVC DRAIN PIPE N.T.S. 455 450 445 i 435 430 425 1 5WM bMF 'I ULAY UUKL NKUrILL 55 •50 45 W 35 30 25 45! 45( 44; 44( 43! 43( 42° SWM /BMP 1 SCALE: 1" = 30' SWM/BMP 1 PROFILE LEGEND SCALE: HORIZONTAL: 1 " = 50' VERTICAL: > " =5' O O LO C\ 14:14 U C\2 r- U] U NO O U 0 � D4 U Ul , d 0 p"�do Ow y a 'u o .) LO 00 c'L)q a 41 O O a LT BRIAN C. MIFrCHELI Lic. No. 035724 q 0713112020 0 2 Y Q Ile q Q, REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 I��yil��it,11 PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY —ELEV, 436,30 B-B (BOTTOM OF CULVERT) 48 " RCP RISER DETAIL N.T.S. FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL PROJ.# 20150290 C - 6 ROUND ;ASH RACK SEE DETAIL HIS SHEET) — ELEV. 438.80 ORIFICE 4SH RACK .-V, 436.50 ORIFICE 4SH RACK 411.ya LE V. 426.00 B — B 60 " RCP RISER DETAIL N.T.S. ✓' / `� \� \ \ \� \ \� `F --- ---- -yam_ \� __ ___________________ ----------- ----- - - ---- -- -_ ;;;;----- ----_______-_- ----- --_ -- ------------___ _-_-_ ------- _-- ------- --� - ------ --- -- - I R— �-tT� - ---- -- -- -------- --- - ao - ------------- --- cT o 0 0 -------------- -. \ -O-- "`- - ---------- ------ 6� o O -- O O o SWM/BMP 4 SCALE: 1" = 30' ELEV. 441.50 a1111210Vl KICk1 iF 24' RIPRAP CLASS I WITH FILTER FABRIC U D (2) STAINLESS STEEL U-BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 18' CONCRETE SLAB & 12" PVC DRAIN PIPE N.T.S. 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 45( UFO 43: 43( 42: 42( 41: 41( 40: SIDE VIEW PLAN VIEW ROUND SERIES TRASH RACKS RISER PART N0. CONCRETE INSIDE DIA. CMP OR HOPE NOMINAL DIA. A B C D E F G H RS-24 24'0 12"0-18"0 17 1/3* 13 1/3* 7 3/4' 6 1/4* 6 1/4* 27 1/2* 6 1/4* 7 1/2* RS-36 36*0 21"0-30"0 21 1/8- 13 1/2- 6 1/4- 6 1/4" 6 1/4* 40 1/2* 6 1/4* 7 1/2* RS-48 48'0 33"0-42'0 27 3/4- 17 3/4' 7* 8 1/2- 6 3/4* 54 1/4- 8 1/2- 9* RS-60 60"0 48'0-54'0 27 3/4' 17 3/4' 11 1/2' 8 1/2' 6 3/4' 67 1/2' 8 1/2' 9* AailraLrro^^ CDNSf JCflON MIOOUC.IS INC. 9025 CENTRE MNn OMNE. SUITE 4W NEST CHOM. g10 1 69 W: I.W0.3311122 MIL 513.64M73% 0 CDM[Gar CUSTOMER: PROJECT: DATE: DRAWN BY: APP'D BY: DETAIL: SWM/BMP 4 PROFILE 5WM 13MFJ ,5 ULAY UUKL HHUFILL 44F 44 43: 431 42 421 41 411 LEGEND FINISHED GRADE AT CIL — — — — — EXIST. GROUND AT CIL 445 440 435 430 425 420 415 410 SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' O O W) C\ � U C\2 r a� N 00 O U 0 U Ul,0� 0 p" 'ti c •'•I '� O rn Ow O y a�-P- 0 ri) ILD 00 c'L)0 a 41 O O a LT BRIAN C. MId'CHELI Lic. No. 035724 q 0713112020 O Q ti q REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 IF-BWltIl th PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 EMERGENCY SPILLWAY DETAIL N. T.S. C-6A F��'Z11 515 510 505 500 D-18" RC 495 490 BMP 2 PROFILE DO OC 0 n o o; m n N � 0 II 0 II V) H Z N N O NO U6y uco �4T \ 3' WIDE BERM 2 TOP ELEV.. 503 72 SOTTO ELEW501.OA5 Yv L=20.85 S=0.48% \ CLASS III v VAR * O 0x WIDTHJ 0.50% ENERGY I\ \ DISSIPATE \ 6 PERFORATED 6" S R35 fk H PE WRAPPED C SS I RIP RAP 71,9 c \ U��cJp r IN FILTER FABRIC W FILTER FABRIC 2" MIN. L= 'XW=5'xD=2' WASHED GRAVEL 12 00 12 485 10+00 11+00 BMP 2 CLAY CORE PROFILE 510 510 500 495 490 10. 1 11 / MINOR 1 Ij 1 11 1• , 45° 45( 44: 44( =15" 43E 43( 42! 42( `1ANd 510 505 495 490 485 63 BMP 4 CLAY CORE PROFILE 505 445 1 1 �, 445 TOPP BERM 440 {?'//X G 500 495 435 490 430 35 425 10. BMP 4 PROFILE 55 50 45 -35 -30 25 .20 440 435 430 425 ------------------- ------------ --- - _-- ---- _-- ----- --___----------- ----- ---- ----------------- PRI tHETT LANE I I // 10' `�MP0RAIRY - - _ ----- ------------ ---------------&0N S TRU� T_I� \ CONCRETE CHECKDAM I i I I li ` TOP = 501.0 I I I / ` ` SEE DETAIL THIS Sb�ET i i I I \ TO BE KEYED �AYIV MIN IMTO ` DA i i Il C. \ \ (TYP \ / /I - } \ BNjP 2 \ / 5 \ \ 00 I � I 6" PERFORATED I�PVC WRAPPE�J IN FILTER FABRIC C�\VARIABLE'\ WIDTH bNERGY DISSIPATER \ \ 6 \WIDE `BERM \ `\ W/\CLAY \CORE TOP`\= 50�.0 / \� \ \ \\ ` \`• i it \� \ --- ---- 1:51VIt' L t'LAIN I =LU Al; I i / Al I I II i II \\\\ \ \\`-- �% - - - - - - - `\\ / '5/ , / 1 I l 1 I 1 \ /3', 'BE M1 CLl( RE P 449.0 i 710 IA'BLE// WI / i , Y /DISSIPA / /&Ta'OM =//437.25/ / / 61 _RATD P WRAPP FILT2 F I i 1� CHUCK A ° / , O O - / o BMP 4 PLAN a 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. EXISTING GROUND I I 12" MAX. PONDING DEPTH PROPOSED GRADE 3:1 MAX '+ PLSOIANTING MEDIA MULCH TO BE SHREDDED AS NOTEHARWOOD C HARDWOOD CHIPS a .. �....... a 3" PEA GRAVEL 112- THE RECOMMENDED BIORETENnONSOIL SOIL MIXTURE IS GRAVFI WASHED GRAVEL GENERALLY CLASSIFIED AS LOAMY ":., •. . SAND ON THE USDA TEXTURE TRIANGLE, NTH THE FOLLOWING 6' PERFORATED HOPE TO COMPOSITION PER THE VA DIED DAYLIGHT O 19 - 2- STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED W SPECIFICATIONS N0.9 GRAVEL -85% TO 88% SAND -az m 12z SOIL FINES AND MODIFIED DETAIL FOR -3% 10 59 ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 2 (NOT TO SCALE) BIORETENTION AREA GRASS CH EXISTING GROUND 12' MAX. PONDING DEPTH - TOP -- PROPOSED GRADE' m MULCH ,\ 3:1 MAX q LN 5,SOIL MEDIA + MULCH TO BE SHREDDED AS NOTED HARWOOD OR HARDWOOD CHIPS PEA GRAVEL t132. THE RECOMMENDEDMINBIORETENTION SOIL MIXTURE IS :;-: ... GRAVELO WASHED GRAVEL GENERALLY CLASSIFIED AS LOAMY -":- I SAND ON THE USDA TEXTURE TRIANGLE, NTH THE FOLLOWING 6' PERFORATED HOPE TO COMPOSITION PER THE VA DEG DAYLIGHT O 1% 1/2' - 2" STORMWATER DESIGN WRAPPED IN FILTER FABRIC WASHED SPECIFICATIONS NO.9 GRAVEL SANDFINES; -8R%TO 12X SOIL AND MODIFIED DETAIL FOR -3% TO 5% ORGANIC MATTER BIORETENTION AREA X-SECTION BMP 4 (NOT TO SCALE) Bioretention Basin Adjacent to a Drainage Swale BIORETENTION AREA LIMIT A IILOW CONCRETE CHECK DAM 3: (T Prof Imo---- BIORETENTION AREA 15, BERM FLOW FLOW SWALE PLAN VIEW (NOT TO SCALE) SECTION A -A' (NOT TO SCALE) it-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 ¢" 2 R 6" FLOW y 2 a w 7 A ° ° / : d :? °. d '• 2'-3' � a 18" ° �a ° I rJ/- CONCRETE CHECK DAM (MODIFIED/DRY C0-6) 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. Piano= 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 metbodology to estimate the level oftoxic materials in the bioretention areas since runoff, soil, and plant characteristics will vary from site to site. As qIfe toxic substances accumulate, theplantbiologic functions maybecome impaired,andtheplant rhay experience dwarfed growth followed by mortality. The biota within the soil can also become void and the natural soil chemistry may be altered. The preventative measures would include the removal ofthe contaminated soil. In some cases, removal and disposal ofthe entire soil base as well as the plant material may be required. Mulch Bioretention areas should be mulched once the planting of trees and shrubs has occurred. Any ground cover specified as plugs may be installed once the area has been mulched. Ground cover established by seeding and\or consisting of grass should not be covered with mulch. 2D GRAPHIC SCALE 40 0 10 20 ( IN FEET ) 1 inch = 20 ft. LEGEND FINISHED GRADE AT C/L - - - - EXIST. GROUND AT CIL SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 9 " = 5' OA o 0 - 2 0 V -0 Cf) 9, Y � Q c d E q+ ��pLACHELL .pCJBRIAN C,o Lic. No. 035724 07/31/2020 % 90�FSS/ONALENO\�� 0 a rn C rn C O U 1 ` r q �Qr,'IZ w lT/�/-�1 - . O L o �I Q Q) ti �N r ° (� Q C o c o w lC�l I� U O ^y ^y C a V � � 11 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER DATE 04-27-2016 - N SCALE C AS SHOWN 0 PROJECT MANAGER BRIAN C. MITCHELL, P.E. - co+ 0 v DESIGNED BY BCM / JLS r CHECKED BY o c 0 .3 PRO.11 20150290 SHEET # ° C - 6B r O O LO U C\2 r- U] O N O O U i!1 ,� cd 0 p"�do Owco o y LO �. 00 0 a ai O O 4 a LT BRIAN C, MIFrCHELI Lic No. 035724 q 0713112020 ,, 0 2 Y U) Q C1 Qq r� Q i REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C - 7 5:r 5: 5z' 5z' 5' 5' 0 5( 4f 4f 4f 4f 4d 4d L'L; El. 4: LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' 470 W 12' MIN 114 S=0.50% D=1 " RCP CLASS 11 465 9+50 VT VV 480 475 10 8, 9+50 957. COMPACTED FILL MUST BE PLACED BELOW SEWER STRUCTURES & PIPES IN FILL I VTVV IVT 485 480 91 S=O. 0% D=1 " RCP CLASS II 95% COMPACTED FILL MUST BE PL CED BELOW & PIPES IN FILL 50 10+00 104 505 500 91 1 \� )SANITARY / SEWER STOR4 SEWER S & PIPIES IN FILL 1 10+9, O O LO f\ � U C\2 r- U] U O IN O O U Ul,brx4 0 O Ow o y a ,u ►D00 c'L)C a 41 O �u 0 4 a LT BRIAN C, MId'CHELI Lic. No. 035724 q 0713112020 ,, 0 2 Y U) Q c1 Qq r� Q F i REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C-7A 1 510 1 505 1 500 1 495 1 490 1 485 1 480 1 475 1 470 1 465 1 460 1 455 CLIFFSTONE BOULEVARD ZC7 AADLJ nIE-QI `K1 CDCCfI MINIMUM CREST K VALUE: 29 HIGH PT A: 28 97.61 MI IMU SAG K VALUE: 49O HIGH PT LEV: 4118.85 O p PVI ST : 29+30 00 F MI IMU S D: 50 T P� E v:4so. s I I z n On ROUND OUT 1 K: 38.15 U U Al LO PT ST 25+7 .46 LVC 250.00 HIGH PT S A: 22+ 2.52 z 0 PT ELEV: 48,171 HI H PT PST LEV: 7.78 VI STA:26+00.00 n P\A 21+78. 6 �o \4 ELEV:482.75 P.I. CLIFFSTONE BLVD STA: 29+15.39 I & THICKET RUN DRIVE STA: 10+00 PM EL V:489. 9 n� K:4 .66 U W K: 3.84 a0 M + N `� LVC: 00.00 U U LQ 7 O- LVC: 00.00 n N ro •� Q•• I+° OM +'t ..m ..W r L - O F In + N m NV Il0 ppr J� NW NU N� m R c� UW M n O W O WO ZY Um > nI[ II 000 o N_ - �M 04 W rl (nC4co and II Nb�� - I _ - 0) -�_Aj t�� II n / mo 1 li VY �- N Naz �NII O zO rn N IN N 'a UO �� -\ ��-- d¢ do_ZZ (0� oil I:o _o -- -- - NOZ Ivrn °� I p i' O II � N oo W HEIGHT OF M a z / CD ^. 04 11 - Fao > o m 390' �T 3.5' OF /' rO • oS• EYE_3. zz / / N N z - of .* _ / t ri II \ \ \ LO PT S A: 35+ 6.87 UN E ROAD GAR D N v L OW PT 6 HEI T OF II > 3% \ P.I. LIFFSTO E BLVD STA: 3+02.4 PVI 35+78. 6 -1.6 r o 2 L 8p, \ °o T) PVI K. V0 ��4. 0 & RIVATE ENTRAPCE (RI T-IN FIGHT- - PROPO D R 60% 3 5' MIN m LVC 0.00 8" D. i \ N n M j O N P.I. CLIFFST NE BL PRIVA ENTRAP 12. D.l. WA _ JOE FF��00 OF rn r C14 LINEECfi3. ' \ > cc rn m �0 12"MI > > •D 1,3 L.OS am v a m 198 W K m m f38p• o a II =169 69 a N' N H GHTO \ MII] ao N 190 V0699. S=0 5% ao ' /' YE 3.5 HEI�HT OF p =52.10 5• RCp CLASS II x 0J3JC�T 3.5' N > =1.52% 111 D= e Z - O " CX SS N \ \ n D= 00 \ + In Ce M 'r o \ HEIGHT OF I 3.5' MIN OBJECT 3.5' Z c L\?4 \\ n w - i 0 30' Sg 8j SS \ EIGHT F W w CAS i U S -< Z A > \ \ x Cd \ ao m> x td \ N N Ls24 6 D�3 Sa30.7 R $ SS //Li \ r m \ 128 ' =112.4 cd D=30 CP C e $ II tO \ \ e � \ " N \ ^ W O n m In M ID Ia1 n n a0 O n ^ n � O) In O M In O In O Iq n In 01 O O n In N n try N M O n CD 00 n T O O O n tD O a0 n ^ O Iq n try W 0) O n N n ^ O v a0 n In r ^ ap Iq D N W n <G M n a O n M g N In d v� m O N O Y M W n n O n I b N a M o N O tV 0 ^ tV b ai n N v O I� h n h n b b O �c p� O b O O �c O �c M I�j b I�j m O vi O M I�j n v v O v ai O Fi O 0 M O Fi O ai f° N b m O o m b of a O of N a M o m o Q n b of N ai b I� b p t0 b N N v O N p� N M �c �i b of b �c v q p ro N I. n b h q ai O o 1 Go t° q v 01 v n 01 v q v n 01 v ^ q v n 01 v ^ Cl v Ol v� Ol v fn Ol v uj Ol v In Ol v uj Ol v 01 v 01 v 01 v I,j q v 01 v� M I,j 'j q 01 v v� q v a 01 v uj q v In q v q v n q v ^ q v q v q v m q v m m ^ q v {p 01 v� �j q v 01 v I,j m ^ fp ^ v n v f\ v N% N pj �D IA a v� °I b R IA R ad b R IA R n R R p p It p � qt a 00 23+50 26+00 I 26+50 A 00 21 50 22 22 50 23100 2 00 2 50 25100 25 50 27100 27 50 28 00 28 50 29 00 29150 30 00 30 50 31 00 31 50 32100 32150 33100 33 50 34 00 3 50 35 00 35 50 36 00 500 495 490 485 m 475 470 465 9a STORM 189-195 N W--� Ni^ O� --- - - Ol / / N W ^ N M Mr 00 � adnl.� N / Lcd n10 ap nnn ll o oIri M lim II O) N i ZO e.+i a0o U r O, N�z C) o"� I vm 1*II MM�a - 01 MNa / moo» ro» 00 NaZ II- m m z�l. � II - In Inr? rp»v In Inr? / 3.6 MIN / a"D I. / W :zt ------ 1 0 1 2 L=5 .10 L= 3.44 S, l 5 2%LASS pl I12 MIN " R p CL SANITAII SANITA Y Dm15 SEWER SEWER 194 L=127.5 S=0.93% 50 110 11+00 12 I 00 12 STORM 185-187 500 500 495 - 495 / co Go 00 00 / m� N - aOD Of 00 p rn r rnav ova 490 ul PO Z I 490 O 00 °ia� 00 II - II HO>WIO f5 HO> w rnrzzc in rnr? 500 495 490 485 480 480 12" M 1 14 12D.I. 186 480 W� L_56.01 S=0.50% D=15" RCP CLASS III 475 475 470 465 I 1 9+75 10+00 470 465 101 0 81 475 STORM 117 123 aD N a0 O,J O N N N O^ N� NO m- Nn NN M (00a00 �� M �47 M nn 0", �°oap M�o� in n 1rn��oD�al� 0�04 / �`II 11m M ±m IIj +niw ano It rN o22 II- N N rF O> j O O Z Z N� Z Z In Inr?? \ 3.5' MIN 3.5' MIN 8"� W 1W� I. \ 12" MIN \ \ 12" MIN \ 778 L-44.00 5-1.00% D=15 RCP CLASS 122 22 III 120 L=5 03 L 53.37 S=0.61% S 0.99% D-2e RCP CLASS I 470 9+50 I ITVV STORM 129 500 490 - N_ M N O ID ID 495 o m Io W5 / n-�� II ry O + n II II cli O �O Ir N wpZZZ N 490 ir 490 485 475 480 470 475 470 11+9a 465 m 12" L=56.09 S=0.50% 5' RCP CLASS III 125 490 485 480 475 470 465 460 10 56 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: 9 " = 50' VERTICAL: 9 " = 5' o 0 2 V 21 Cn a'i Q 3 c d E a� rn '�-pLTHACHELL BRIAIN C, No Lic. No. 035724 07/3112020 ic 90�FSS/ONALENO\�� U a to c c ° U C 1 ` r Y N ~ t M 3 ^y ° v rr^^ w vl d Q o o � [� a �I o ° c 0 C~�I o (~ O OT/1 N V � C a� REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c a r DATE 04-27-2016 N SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. c° .N v DESIGNED BY BCM / JLS r CHECKED BY ° c ° .3 PRO. 20151 ° SHEET # ° C-7B r /-\ I I r r ("` T /'1 n 1 r 17-) /'1 I I I r\ / A r-) r\ STORM 115-93 a� N O mg O Q's u; *Az co H CIDN) �ZZO N I, 12zzz III ww5Im ( n� �o� fA !A F zi'o U m 3.5' MIN 12"D.I. WA 12 MIN r::�l 1 1 L=56.12 _ .50% S III =15" RCP CLA 50 10 00 11 STORM m 00 0 00 Go a0n .2/u"'im cd Nma// Il IN `' az� Ilj °D -II-O II - a» y WI.-zz oZZ / w O p J U m a V MIN 12"D.I. WA le MIN L=56.64 S=1.00% 0 30" RCP CLAS III COON RSINK lPE(S) MINIM OF -4 (6) /N HES BE OW EXlS7b C S7RE M BED EXCEPT ON B ROCK DN S OPES 5 OR OR ATER EY DO OT REQUI E TO B COUN RSUNK. LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF CIL — — — — — EXIST. GROUND 50' LT OF C/L SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' O O LO C\ U) r U Z � � U N�co 0 O O W � U C W Z h0p:4 V 0y W "I Z p" � O W � 4-1 W O1-4 Wo LO =A L) c) �co - s W O N g u O�yy iy C a ° U O ° cn N O O 2 m cf) q Y � Q 3 c d E �ALTH DF ` c T C U 7 BRIAN C. M CHELL o Lic. No. 035724 0713112020 U 9O�FSS/ONALEN�\�� a v� c c 0 U C 1 ` r Y M � 3 ^y o W q Q) � CAI I �q r 0 o � [� a �I o 0 o0 0 CL V � L REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c a r DATE 04-27-2016 N_ SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. co .N v DESIGNED BY BCM / JLS r .. CHECKED BY ° ° .3 PROJ.# 20150290 0 SHEET # ° C-7C r O O LO 14:14 U C\2 r- U] O N O O U i!1 ,� cd 0 p"�do U) OwCo � y LO �. 00 muc00 a Qy> O M � O 4 a LT BRIAN C, MIFrCHELI Lic No. 035724 q 0713112020 ,, ti 0 2 Y U) Q '1 i la REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C-7D m I 545 I 540 I 535 I 530 I 525 I 520 515 510 I 505 I 500 I 495 THICKET RUN PLACE 25 MP DESIGk SPEED HIGF PT ST : 32+4135 I LOVY PT STA: 28+33.60 MINI VIUM CR ST I< VALUE: 12 HIGA PT EL-V. 532.74 LOW PT EL V: 520.32 MINI U M SA K AL E: 6 VI STA: 3+00.0 w STA: 8+50.o VI ELE :535.2 VI ELE :516.3 K:2 .67 LVC: 2 00.00 HIG PT STA: 31+2 .00 o oN 0 oaO o rHIGH PT ELEV. 531.75 +N + Noon LO O N O N PVSTA:1+00.0 v H. in + m VI ELE : 531.25 v rl 1 'S lii K:1 R.61 1 > >m HIG PT ST 25+ .25 N> aoroi N> > HI PT EV: 52 .26 >m >w Om ON m w VI STA: 5+75.0 m m to w o n o n PVI ELE : 529.51 N 00 O r N N v ' K: 2 .41 n + LO LVC:10.00 ° - M w v � °• �• I HEIGHT --- > OBJ>w nrnMN o N > oII N 10L z ,0 Sm2pNw � > M o W O _ _ + cc m w � U 00 �01* \ MN O N ^II N4 �o En c ONLcnl / CT .5' r oMod / 2+ _ C', \ \\ v' I T OF \ \ ^ II�O a =� a o vNizo / / 9��• 9• o \ Q m M moo Mll z tOBCT 3.5' \ oZ j j / / z \ m o m �ZZ m W iOfJ O�i� I Hapj Loom to tnr? \ rc C Ld � K \\ Hapj \ \ HEIGHT OF ai �x In r Z \ EYE 3.5' / a N X m • . \ n ' \. Wp(F� r \ \ c>; / �Yq /� \ M 9 j 3.5' MI `m m G 1n \ \ N LnuOpO L0 co xdw w w U) vri�0-Z a / FILL / 1 \ 959 COMPACTED =4.00% MUST BE LACED ELOW ST RM SEWER STRUCTURE _ - ro m =15" RCP CLASS IIILH & PIPES I FILL \ SANIT I Y/smg \ \LL= 40.52 S 52S \ ' \ 1.D4% L=9 \ 15" RC CLASSI S=5 \ D=15" RCP CLASS \ \ W \ x CO CON \ N I� R M^ O v O M b M R I� fp �- M b N O) N O) b n 0 f� O b M f� O b t° O� M In rr N n N M n O Ol N f� M M b I� b M f0 N a0 b O �'I O OI OD b m I� b I� b 0 I� N p b h I� R N N n b N b N f0 n R b N b m N N rn R 1° N 01 N co b ^ f0 �% f� '0 (o N 0 7 V b pp00 V 01 q q b R N y O I° oN O N O N O n oN O yj N NN bj uD 0 "'N Oj M 0 pi _ mN n N N N O N Of tN tV N N a N QM R n 'If PO bj N tV N tV ,p O O n 0 0 O pmj b b� ^ N b N N b N N N b M NN b N b L6 NN b NrD b NN L b n "� n NN W b b ri b N b N N h N h b N h N b Nri b LO b vi N{p b LO LO2 2 Ln N b� "� "� "� „i "� "� "� "� "� "� N^ b h b N b h M NN N N h M h h h h h M N R m m m m m O u) u) O O O Ln N O to 23100 23 50 2 00 2 50 25 00 25 50 26 00 2450 27 00 27150 28 00 28150 29100 29150 30 00 30 50 3400 3450 32 00 32 50 33100 33 50 3 00 3 50 3 00 3 50 36 00 36 50 37100 37 50 38 00 STORM 103-107 535 535 530 525 520 SANI SEW 515 510 505 9� 0 0 \ rlo; °f4r o \ �N7 Ot Fpj o rn4 co pr-^m O \ N N ON �M rn r \ O IOZO -4C4 \ ~OZZ 0ai In Inr__ -j _ Qaj yoz 1 �F\ 3.5' M1N 8"D.I.\ W iY R MIN /04 a/S" saq O 49 RCp 0i C44SS \ 106 1.=53.14 \ =4.01 % --D=15- RCP CLASS 111 SA141T RY 95% CO PACTED FILL SE \ MUST B PLACED BELOW\ STORM & PIPE EWER STRUCTURES IN FILL \ \jI 5 10 00 11+00 114 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 1530 i 525 520 515 510 505 27 SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 1 " = 5' 540 535 530 525 520 515 510 505 STORM 71-75 rl M 0 o rl N� N ry II N In 3 + O r 0�7 ° M - LO piz n r II �o> NNE +o Ar 0)rn N Nr? M �2 L0Z 0p0 n Y �o z �Ojj in z min_ \ in Tare n 11 \ r (L r < a \ 3.5 IN SANITJ SEWS RY 8"D I. I W P.57224 \ 13=15" RCP C SS 11174 L=56.551-",.S=1.01%\ D=15" RCP CLASS III \ \ 95% COMPACTE FILL MUST BE PLAC D BELOW STORM SEWER TRUCTURES & PIPES IN FIU. 500 9+75 10 00 0 STORM 49-.51 540 535 I I 535 to M N N m 535 530 Go 530 m .� rn IILC mLC ONj 0� O 1 0LIMO o II j Irn Irn H? N of r 7 Ln11 O ? 530 525 a > > 525 Z N fo n I0, W W a IL It$25 520 520 .D .0 3.5' MIN z _ W WA 12" 12" MIN 520 515 515 515 510 D=1�" RCPCLASSIIII SEWER Y 510 510 505 500 11+44 505 1 101505 93 530 525 520 515 510 505 500 495 1 STORM 53-57 11 1 1 14+0011 o O 2 U m � q Q 3 c d E o+ pLTHACHELL •oBRIAIN C, No Lic. No. 035724 07/31/2020 9p,SS/ONALENO\�� ° a C 0 c 0 U C 1 ` W N ~ qq�M 3 ^y o W q � r 0 [� a �I O O O C~�1 o (~ O CL OV L c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c c W in m m c 0 r 0 C a 0 a r DATE 04-27-2016 N SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. MITCHELL, P.E. co_+ .N DESIGNED BY BCM / JLS r CHECKED BY ° c 0 .3 PROJ.# 20150290 0 SHEET # ° C-7E r 530 525 520 515 510 505 500 495 490 485 480 475 470 3i THICKET RUN DRIVE 25 MPH DESIGN SPEED I N N U M CREST K VA U E: 12 HIGH P STA: 0+40.0 LO PT STA: 16+9 .93 INN UM SAG KVALUE-: 2 Lo PT E V. 497 88 HIGH T ELEV. 52 17. VISTA: 8+25.0 PVI TA: 20 1517. 15.0 MINI NUM SD: 15 FT Pv1 ELE :496.61 pVl ELEV:5 . LVC: 00.00 VC: 50.00 0 O^ON N O O W O N(N n O1 O1 0M7Oria ID Im Cl II^a�l IIt U> �w U O NUw / / mm W m n0) II w � tr o .11 yo z mw / N �.7ffils b Z• 08 2 HIG PT STA: 13+2 .56Lc rOn a HIGH PT E V: 49 .15 °' LO PT STA: 14+5 .10 0 � r Vl STA: 3+00.0 M co ^ LO PT E V: 495 95 / .30 + n F M STA: VELE 4+75.0 :495.5 HHIGI : 16+1 .55 ^K:1 LVC:1DO.00 . HPPTTST E .51 m>z In N PT T:V:10+6.15 n a F VI S V4. 3 oLO 0LVC:100.00 LO 48762 oM 0 n n K:1 .62 0 0) D000 Ooo- nPT oo VSTA: 0 m 0a0 LVC: 0) VELE .48 N > + o +a a% to .00 +� mm� og Inrnrn InLVC: K: Z58 to w av~WUFY~x2+0 Oo O ^o 11 0.00 0 i i o o a ii ON or, > O + IF� InZZ o mo w m w IIN 00 cN M °j• so- + + mo m O > � n IS +i o N � x � 11� O t0 ^-O IO> t0 co m W� o m a hw o �a IOda a Uml In -ft; M N Z I+ p oIo F> O Om I IIoV1 . E z~ In ? I'l m OBCT 3. I -, - / O - 25 HI OF / °k / + a a a y(YS• EYE I� o II F O > -1.18ro / ' / ^ II o rn ~ / / 3. MIN C FBE MUS BE P ZED OW OBJECT 3.5 IFIES IN FILL \\\ / \ \SAS? G� . G / / 142 018 _ r\E o 0 1 go1.83 ASSI zoo P c �1 ?I .�7 L= 03.21 p_1 "RCP m O\. w m 146 7 S= .60`A B LS 11 0 24" R P CLAS III IZ N N N 3 -LASS II W ~gyp� m ^ N N _ " RCP m w jn / ^ C7U x0'' N Ym ^ n Z�Z W 000D 0D0 ^ fO>_, xU''WN AP' \\\ VP55 ao'fo ce Lj / aw / x O C6 fo x N�00 m / �� / SANITARY I SEWER M N O D) n n N 1 I Go M M O N I� aon ,OJ O Wb ONbI to O 1� I In ^ • ^ O) O O �q p Iw O Ol ^ pp 8IV Of OW O� QM G Io(p O N ui^ I N Nb Nry ` a b w v a a rn rn rn 0 rn n ON In In LO In In In In coos 00 8+50 9+00 1 9+50 10 00 10 50 11+00 11+50 I 12 00 1 12 50 13 00 13 50 I 1 00 1 1 50 15 00 15 50 16 00 1 16 50 1 17 00 17 50 1 00 1 50 19 00 19 50 1 20 00 20 50 21 00 21 50 515 510 505 500 495 490 485 9� STORM 161 143 515 co 4 N O NN^ m�0 \\ M rn 00 00f1rl: MM7 ILqIM7 0^i \ ^ Ilo rn O zzo UK ^ d »> z zzz - \w s ro\ r3.5' MIN \ 6"D.I. \ /I _MIN \ 12R \ L=40.00 S=1.00% D-15 RCP CLASS III 50 10100 10 510 505 500 495 490 485 85 515 510 505 500 495 STORM 159A-139 rn^ too qm N g to roia ---� ^ Ic 00 to In C31.o N O + 4aF Op10 \ N O RMS N . 0'a, In n 4 + O j \ II O u7 11 In pI a II In O Op \ In In �� I EL >; \ -0 z II ZO O ro '» In (nLLJ Z_ Z \ r Y Of \ \\ .6 MIN "D.I. 1 WA 5�11 9e 12" MIN 0\ )g" .13 RC3, P 4 LASS 11I 12"MIN i S NEWER Y 0.511; D=15" RCp CLASS III 95% COMPAC FILL \ MUST BE PLAC D BELOW \ STORM SEWER TRUCTURES & PIPES IN Fl 490 9+50 TVV 515 510 505 495 490 11 +80 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 Ur- U Z �r- 4) a) 0 �In0 0 � pp O W � U CW Z b� V�-ij �y Z 004bc UJJ 0 Oa �� W �� LL LO frn� O li .dI 0 V, OHO % 41 O O \ a 2 Q LT BRIAN C, MOrCHELI Lic. No. 035724 q 0713112020 O ti q ti q w or` V O REVISIONS DATE ITEM 10107116 PER COMMENTS 12/18/18 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C-7F 530 525 520 515 510 505 500 495 490 485 480 475 470 465 10 STORM 65A-61 Ln to 0 0 ' o'n 0 a "' �? o N No / / m / / tmo mm / nrn o tD O° 1 / M / 0coIn t0O w InN 01 1N(0 ?Oc/ N MV O V N 1r op G fDOtV ^ oM00 T- m z II Zo +rn II r n II- o -azo / V) r$z rn rn r _ ZZ yozz / // 6,0 99a�P��O\ / a V) cwi a �d 3.5 IN w n0 SAIEARY p� 6G �oa oP55 do WA WER / 0•Q G o30" 12"MIN `QG �z �> O 5 4.03 / Vo 5 3 C pSs \\ RCp / 95 COMPACTED FILL / MST BE PLACED 3ELOW ST RM SEWER STRUCTURES & PIPES IN FILL / 60 L=45.31 S=5.01 % RIPRAP D=18" RCP CL SS III 00 11+00 12100 1 00 13 STORM 63-57 530 525 >TORM 63 - 57 PROFILE 520 520 520 515 515 515 510 510 505 505 500 500 495 495 �tnZz5io o y(Lzzz N z / 12 MIN 64 L=40.1 S=0.9 510 505 500 495 D-15" R P CL SS III 490 490 490 9+75 10 00 10 68 STORM 67-69 485 510 T 510 o 480 505 475 500 470 495 465 490 71 EPRI :I:Ia 475 94 to M (0 N 0 �00 o�^It II o 0 �'tZp t^ HOM O o 1" przz 00 gI, o y tp =) O w 'n_ 3. � �a 3.5' MIN WA zo P�11 / L=40.00 �/ S=0.60% D= 5 95% COMPACTED FILL / MUST BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 50 10 00 10 61•1.1 bj•Z•1 GkZ•] [!;m �I:T•� 475 90 L�•�j 520 515 510 505 500 495 485 cli 475 91 CROSSCREEK PLACE 5 NIPH DESIGN SPEED MNIM M RES K VAL E: 2+MNIM M AG V LUE 26 NM [(�4 NIM M SD: 155 FT �g g HIG PT ST 12+5 .00 a z HI H PT E EV: 50 .81 Y � VI STA: 2+25.0 IGH PT STA: 1 +35.00 w VI ELF :505.2 HIGH P ELEV: 515.21 .00 w LVC: 0.60 P\4 ELEV. 51167 p - 0 I L :35.82 C:150.0 qy 't 0- 00 tono ON d 00 LO PT ST 10+6 .17 +LnLO N ^ +° N ^ • • h + a0 LO n + v' LO PT E V: 495.52 V7LLI on cwi $ _ �U �; VI ELE : 94.71 >m m �? w v m v w - -_--- K:9.58 LVC:1 D0.00 a 0N m w 1.82� 2. 3 004 o^ _u ri ±oD 2 5% troi� 6 to fO 'ao rn r? �� ow 1 owo U OD / / / jm m >w Lr) m to w �n n n N m O / w 2 a n c0 Lf) ± L I z eo m n vo -g 6• 0 ad O� :2 (0No / to 1, Oto^ nON / UN to oot10 . It / M I" ins +m / x u II o LO00) �\ r zoo �$ '> > C.).. n- a rn tnr z_z - c \ 00 \ U O / N N, \ .1\6 ' 2.00$ z00% '��4v \2 58 L= B4.78 - 5.34% D 15" RC CLASS III 09 \ SA*T 5% COMPA TED FILL m SEWER MUS BE P CED BELOW °N D r\n STORM SE R STRU TURES o'8OS >Z\ > / & P PIES IN FILL mro0D 73 / L 26 C/ S 0.79% D=15" RCP CLASS III to co n 0) O) n to tp n P n t'1 N P n N to to n : O N b N p, O •'� O N M 00 R n t7 O O p, �- to N N to N N N M m 01 W N N O m •� 0 7 O b 0 OI In O N M nI R O 53a In �a h as to lY v� tG ci �a to tC Q� uj V v$ In t Q� fD N v$ n ri �a �� $ Mi to $� to �� '6 tV �'� m M �� R �,� R �� wj min M h �� w �,� K �� K �,� W �� .6 ^ N Oi OI Oi Oi Ln 00 9+50 10 00 10 50 11+00 11+50 12 00 12 50 13 00 13 50 1 00 1 50 15 00 15 50 16 00 16 LEGEND FIN/SHED GRADE AT CIL - - - - - - - - - - - EXIST GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST GROUND 50' LT OF CIL SCALE: HORIZONTAL: > " = 50' VERTICAL: 9 " = 5' O O 1; 2 0 Y � Q E to rn pLT OF` co .OUBRI Ly C. CHEL o Lic. No. 035724 07/31/2020 90'SS/ONALENG\�� o a c to c 0 U O 1 z ti r Y N ~ 0 M 3 ^y o O W q 6.4 0 Q c O c c [� CL 0 '�I O o c C~�I o 0 (~ 0 CL to to REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c o_ r DATE 04-27-2016 N_ SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. jco .N v DESIGNED BY BCM / JLS r CHECKED BY o 0 .3 PROJ.# 20150290 0 SHEET # C-7G r 530 495 525 490 520 485 515 i 510 475 505 470 465 495 c.� 455 485 450 NH 44 445 - 475 MEN 470 STORM 203—BMP1 STORM 203 — POND1 PROFILE ro rn ) 0 0 04 O N r CO rnnw n 0,Z p II II j N Z O n n !n inZZZ _ N Y cq1 „+0� o � 00 dad N�z in 0 3. ' MIN 8Aw 00 120 MIN ei r' � SAN. m ui SEWER °'-on 204 ,Q v II L=40.07 0) ? o D=15" CLAS in > / U) 9 / 95% COMPACTED FILL MUST BE PLACED BEL STORM SEWER STRUCI / PIPES IN FILL 0 N 198 / L=74.22 O N 6 0 4 / D=18" RCP LASS III N 01 V Z OK V1 NHO? SE 5.0 200 L=45.17 S=1.99% RIPRAP D=18" RCP CLNSS III L=65'xW=16'xD 2' / FIL 435 9+50 MR - 495 490 485 475 i III 470 JW URES 465 Elm 455 450 4-45 4-40 435 11+68 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXISTT, GROUND 50' LT OF CIL SCALE: HORIZONTAL: 9 " = 50' VERTICAL: 9 " = 5' Y Q LT BRIAN C, MId'CHELI Lic No. 035724 q 0713112020 O T— ti (q vl q � REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C-7H O U O OI T 0 V m n rn d a .3 C N E w o+ c c T C O C 0 Q) p 0 a rn c rn c 0 U c 3 r 0 0 L_ 3 c 3 0 v O d 0 0 c a 0 U C O U 7 0 O d a) N L c c c w B in m c 0 F 0 0 T O1 d O a w L a-. N c 3 0 r c rn .N 0 r 0 c 3 0 T L H STORM 19-207 49� 49C 48; 48C 47; 47C 46; 46C 45; 45C 44; 44C 43; 43C 42; 77 475 470 M r 455 450 Mus 435 430 425 420 415 410 405 94 STORM 13-209 z z a-C o' z WA w n Y Y va +� D0 ^O Qj (n - O 95% COMPACTED FILL N (D MUST BE PLACED BELOW SM IITARY \0 o o w o STORM SEWER STRUCTURES SEVER "D N oM & PIPES IN FILL CDO-t 10 CD MM +� O }MH n -z vD N II O F� FOB N (n? 8' ERM U) U) ~ ELEV: 1.50 / r—� SEE SHEET 6A FOR FURTHER DEAILS — N i / 10:1 SAFE BENCH 10 YR VISE: 440. 6 10:1 AQUA C BENCH 10 YR WSE: 439. �j• 2 YR WSE: 437.0 REQUIRED WATER UALITY VOLUM 156.449 CUM 5=Z Clp / �36• RCP 0 N CL CORE Y NTERSINK PIPE() A MINIMUM o o OF SIX (6) INCHES BELOW ' 00 SWM BMP 3 EXISTING STREAM BED EXCEPT ARE LOCATED II RIP AP ON BEDROCK OR ON SLOPES 59 _ a N N L=2 'xW=VARIESxD= VARIES OR GREATER THEY DO NOT z W/ ILTER FABRIC REWIRE TO BE COUNTERSUNK. in cBOTTOM ELEV_ 426.0 — — — — — — — — r POND B 7TOM BELOW EL V 426.0 r — — TO MAT EXISTING CREWBED AS SHOW THE GRAD/NG PLAN _ CLAY COR TO BE INSTALLED AROUND / OUTFALL PIPE 210 r A -SEEP L=11 .55 R D=4 ' RCP CLASS I J b� � W/ -RING GASKET RI RAP L= 6'xW=VARIESxD 2' W FILTER FABRIC 50 10 00 11 00 12 00 13 00 14 00 15 DO 16 00 LEGEND FINISHED GRADE AT CIL — — — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' O O LO 14:14 U ono IN O O U Ul,h� 0 o Ow o W a 'u or � �. .d4� 0 a ai O O 4 a LT BRIAN C, MId'CHELI Lic. No. 035724 q 0713112020 ,, O 2 rYe v ) Q S r ti q REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C - 71 LEGEND STORM 163-149 STORM 83-87 DOUBLE CULVERTS 1 /1 A - 3/3A FINISHED GRADE AT C/L 515 515 495 - 495 470 47C - - - - - - - - EXIST. GROUND AT C/L - - EXIST. GROUND 50' RT OF C/L — — EXIST. GROUND 50' LT OF C/L 510 510 490 490 465 465 co '�co co SCALE: ^on Wes\ a HORIZONTAL: > " = 50' M n a) co N I 505 505 485 ^ _ - �. n n 4�II }0n° II II j 485 460 46C VERTICAL:"=5'^°°--- o+C6a~ v)^,*zzo 0 ^�zo °o II-o 00 roo? II- d a j j N�zz + co oa I rn o j j j cn�zzz ORNAM NTAL WALL ra 11 14 cn II ORNAMENT L ~ O WALL 500LL 500 480 480 455 455 3.5' IN OW I W 495 495 475 475 450 45C 7 7/ ® W 490 490 4707T� 470 445 445 86 L=80.17 L=80.11 S=1.00% =15" 24" RCP CLASS III 5=0.80% D. p=30" RCP CLASS 111 ITARY 485hL;lL;LJ 485 465 465 440 44C N N o N c" DD 480 480 460 460 435 a °'o a a 435 9+50 10 00 11100 12 00 n N + r SC4 Oil ^Z a ^O ^ O M r� 7 O+ M Fj Vl (n9 Z - N NZ Q ~ 475 475 430 43C 9+150 10100 11 00 12 00 12 56 STORM131— B M P 3 9% COMPACTED LL 480 480 MST BE PLACED BELOW STORM 9-11 425 & PIPES IN FILL 42! 475 475 475 475 420 42C / 470 470 470 470 415MON CLAS I L=25 xW=80 xD=2 415 2 Lq L=377.78 465 465 LA368. 2 O'x6'2 BOX CULVERT PER VDOT REQUIREMENTS 465 465 CLASS 1 RIP O'x6'6 BOX CULVERT 410 L=27'xW=60'xD=2' 410 Vil 460 460 460460 405 I I I 405 9+50 10+00 11+00 12 00 1 00 14 00 1 00 15123 455 455 455 455 PEDESTRIAN CROSSING 450 450 480 480 450 450OD 0 7445 445 475 475 445T/r 445 440 440 470 470 440 440 435 435 465 465 435 435 430 430 460 /7//1 460 430 430 r/// // 11 425 425 455 455 425 425 420 420 450 450 9 15 420 420 10 00 11+00 12 00 13 00 13172 9+50 10 00 11+00 2 00 74 �o n � N�001 �� 00 rn co ^�z - n Na ^$ate man o ooa II ��rn +riaH � II -��O> 01+III~ M MMafOo co � N N M �� N o (MOOD 0 � � �N �Ol �� v z?o n �a � +�inF 7j � N N NO ZO Zzz � .a0 of ^ OZ N N zz 3.5' MIN 12� I. W 12"MIN 0 0 uoi. O 0 o n + r�i II N � j � °� IIo � j �oz C NIERSINK PIPES) A MINIMUM INCHES EXl 77NG STREAM B D EXCEPT WH RE CULVERTS A E LOCATED ON BEDROCK OR SLOPES 5% OR GREATER THEY 0 NOT RE /RE TO BE C NTERSUNK. m w � O w U m mom N� o o+ o_ ui oa n ^z c�io rn rn _ ^ � � ^o 3.5' MIN 112� I 22' OF W/L TO BE CULVERT (' TO EITHER S DE) P ES I TU E / L=124.19 5=0.00% 8'x 'BOX CULVERT 95% COMPACTED FI 0 2 V m r� vJ Q c N N O V0LT ` c�TCO .Up y BRIAN C. M o o Lic No, 035724 � 0 07/31/2020 90�FSS/ONALENG\�� o- C c 0 U T � C 11 •C y 7 0 w o V c U v 0 Qv 1 0 "1 r o+ REVISIONS DATE ITEM 10/07/16 PER COMMENTS 12/18/18 PER COMMENTS/OWNER 05/17/19 PER COMMENTS 08/27/19 PER COMMENTS 07/31/2020 PER OWNER c rn w f!1 m c 0 0 a 0 a DATE 04-27-2016 SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. co_+ .N v DESIGNED BY BCM / JLS r CHECKED BY -o c 0 PROJ.# � .3 20150290 0 SHEET # ° C-7J r 490 485 ENTS 475 470 465 o°oat ovtiti0 C',CIOk 460 I i oa»> v 02 aN . 0 u uOw,WW LO'W o� II �?� O w I N u')Z II j v—ZO 455 a .II a >» N0) r -- Oa \ 0o�� ac'v II \\ +*zo \ o \ a " 450 I 445 12' I. 12( D.I. 97.64 LF @ 0,50% / 88.86 L @ 0.50% 440 ------ EX. 12' D.I. 435 \ \ \ 95% CO PACTED FILL MUST BE PLACEI BELOW \ \ STRUCTURES & PIPES IN FILL \ p�\ ALL PVC SEWER MAINE SHALL BE SDR 26. , 430 0 170 425 / 420 415 DOUBLE 10'xW CONC TE BOX CULVERT - PER VDOT 410 405 I 9+50 10 00 LEGEND RN/SHED 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: 1 " = 50' VERTICAL: 9 " = 5' M 40 o� rii PIPE !' D.I. LF @ 0,73% 15I00 515 �4111 500 495 CVIl] ElRil If -is] 475 470 465 SANITARY 1 I n� coin ■ tD ri Na Z0 ° z o in wom 00,100,00 N ..^ II 0 O O LO U14:14 U Z C\2 r- WI (DE '� t� �O S O O W "� U �W �.��U Z'� T �y 0 rl C �y rl Qi y Z �" V O :;4 C C1. W I 4(L) w OWIn)_�� L) 0 V / •�+ o O a ° U O ° cn N O O 2 m cf) q Y � Q c d E a� o+ �pLTH OF ` c T C U 7 BRIAN C. M CHELL o Lic. No. 035724 071 2020 % �O'SS/ONALENO\�� ° a v� c c 0 U c 0 ' 1 r I, L 1� v ~ 3 DTI 'T qm 0 0 04 0 O� c U C U v 0 Ov1 0 v1 L m REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 0 c a r DATE 04-27-2016 N_ SCALE C AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. jc° .N DESIGNED BY BCM / JLS r CHECKED BY ° c ° .3 PROJ.j 20150290 0 SHEET # ° C-7K r 550 545 540 535 530 525 520 515 510 505 500 495 Em 485 Em SANITARY 3 PR❑FILE 0 N I O N 0 N m N I 04 N �0U0 00 N00 O rM~ N —100 00 GID a N �j5 O i00 fOH�/� ��/ 540 95% COMPACTED FILL MUST BE PLACED BELOW STRUCTURES & PIPES IN FILL 535 475 I 1 1 1 1 1 1 1 530 9+50 10 00 11+00 12+00 13+00 14+00 IS 00 16 00 LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT GIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL SCALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' 525 520 515 510 505 9+50 20 a q 0 m N N 0 0 L0 0, Om II 10+00 11I00 540 535 530 SANITARY 1A PR❑FILE 6till 64&1 530 O F O / 00, 0 O I(0 2 ON / Lq N / 525 o 0 o 00 N / + to Il 525 0 O Oc jKs ad 010 0i0 I / / .110 00 11 z Z= �H0 L>; 1n I1 --O // m c/IHz = da»> 0 zz_z / N ~ / 520 T / 520 00 0o o M N N / 515 0 N Z / / 515 o II �¢o» / M V)H z% Z 510 / 510 / 505 / 505 ALL PVC SEWER MAINS SHALL BE SDR-26. / 8' PVC / 34.20 LF @ 0.88% 500 95% COMPACTED FILL MUST 500 BE PLACED BELOW STORM SEWER STRUCTURES & PIPES IN FILL 495 I 1 I 1 I 1 495 9+50 10 00 11+00 12+00 13 00 13 35 SANITARY 2 PR❑FILE N N N ALL PVC SEWER MAINS SHALL BE SDR-26. 13+00 N M O1 N 0,0Lo co Lq 000 — Il0 m(na> 0 ►n CQ r n co 0 d� C)ZV CQ U CQcoO C�2 Op O W � co U CW o] Z b0�x" r O� / n O 1,/ rl Qi y Z. r-1 r--1 01 Ul rn w O W 0 .�4-W1 CC Q U o `_ N u r co Tom,.' �' cd 0 O N L) \ ^ h+ OO 4 0 O 2 °1 C/7 ' Z Q c E 0 o+ EpLTH OF c c ` T c .O 0 BRIAN C, M CHELL o —;,lr 07/3112020 L o�FSS/ONALEN�\� 2 a 0 c d N C O U C w O w+ �L 3 r ti n� W �q� a q �Q) N r^ 0 Vv ` O 0 c c 0 Irk` U _l C CL U O Q4 O T!1 �34- 0 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER c c Cyl Q .- in 0 c 3 1.0 0 0 T N 0 O a DATE Q 04-27-2016 SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. g 0 DESIGNED BY D BCM / JLS r .F CHECKED BY -o c 0 PROJ. � .3 21190 0 SHEET # C -7L r O O Uo U C\2 r- U] O �i N pp O U Ul,�cd 0 p"�do owco o y Lo �. co 0 a ai O O 4 a II II 00,orLoT II I I VBILRII c24 0713112020 i 19 01 pt w nO q O i i 0 2 Y U) Q N 0 .1� a Et REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER 04-27-2016 AS SHOWN PROJECT MANAGER BRIAN C. MITCHELL, P.E. DESIGNED BY BCM / JLS CHECKED BY PROJ.# 20150290 C-7M 540 535 530 525 520 I•�f~y 510 505 500 495 G�I�] 485 94 500 495 490 Gfb7 475 470 465 460 455 94 SANITARY 7 PR❑FILE 0 LO I O N LO NNII +NO L2 NOo a> rioz v11 00 LO / to LO / 0 ^u�z00 In •s �. 00I �00 Im 1 i < ^ / CN4o n rn O O i° COri 11 a BOZO \r zz •� n— o» �w / / CO = LO D•M of � / + � / nIII / =a11�0 \ \ \r zz \\ / / 80D.I. W N / /, W/� a L) ALL PVC SE R MAINS SHA BE SDR-26. pro \ LO .6 + rn i I�I 20.4" / v Oft z z II -- o CLEA ANCE ao»> 8' D.I. vrr?zz PJ A Zp l 69.99 LF @ 0. 0% �— 8' D.I. $ E @ 50 10 I I 00 12 00 12100 00 11 14100 15100 16100 17100 talon igloo 20.00 SANITARY 8 PR❑FILE pi I M x � ,n ro a N S . +Lnr I M�11O 0 M N�Z W M n Z O I I "� Mto� a o tO room -oori� o +roiaar 3 ,tzzo i f II O a0»> Ig /�-- / rnrzzz / ,Lti2 / I 00 Ilion ALL PVC SE R MAINS SHALLBE SDR-26. 150 In 12 00 12 525 520 515 510 505 6111( 490 485 9- SANITARY 10 PR❑FILE M LO N ao O O N O M M O 00 +MH � O rnO0 I o ItoN da> NpZ WO O nM .orq N O II 00 M �� 0 ON 2 \ _ \ d>> ono II +aj to Q w-Lnzo — 0 II a ID � � rnrzz \ \ O \ F Q z zo .a9 \ _---- --- �\ Lor O 0 c O < N 0Ile 0j II II NN 0A. a z e' PVC 2 vir 162.47 LF @ 0. 7% IS�00g. <F F ALL PVC SEVER MAINS SHAL BE SDR-26. •01i so 1n nn 11 no 1a nn 13 nn 1s 505 500 495 490 M ri 485 r oo z 46 ! 475 470 21 00 21+69 SANITARY 11 PR❑FILE 515 510 505 500 495 490 485 475 470 465 460 9i SANITARY 12 PR❑FILE M b co Lq O N o a I 0o / m oao 0 \ 11 \ ce M \�O> vrr? \ I M N n °oa 0 +0,11 ^II— yOZ r F C P ALL PVC SEWER MAINS SHALL BE S R-26. I I 5 inInn 11 nn 11+ n M b00 hM 00 DO ap t 1011 II zo 27 I 1 O I Coco I to III IIO I ON vOM n0) in io(0 O N M Io (jrOM Mor, .M 0 onn �o+1014v , � 01011 -- -- IIz LQ 11 da co 00 �a0 _ NZZZ ��---� a ICON �� \ N�>/ II O non I \ / Fo> toM't11 Z ALL PVC SEWER MAINS SHALL BE SDR-26. s rnr? 6" W 8' .I. 121.21 @ 0.5 8' D.I. 95.56 8' D.I. 366.29 LF 0.50% ------------ 24" STEEL CASING PIPE I 1 00 15 I 16100 16 00 5 10100 11+00 12 00 13 00 LEGEND RNISHED GR4DE AT CIL — — — — — — — — — EXI57. GROUND AT CA EXIST GROUND 50' RT OF C/L EXIST. GROUND 50' LT OF CIL 505 I 500 I 495 I 490 I 465 II !�I 475 II 470 I 49 S CALE: HORIZONTAL: I " = 50' VERTICAL: I " = 5' 0 0 LO Ur U Z � � �O O W � U �W �.��U Z �h°p:4 �y .--I c r1 ar Z p" W �.�i� Li 04-100 0) O Owl` v1 W►� D) 00 L) Yy o 04 0�y riy C a ° U 0 0 rn T ° O 2 m U) y Q 3 c d E w o+ �pLTH OF ` c i E T C U 7 BRIAN C. M CHELL o C. N0. 035724 0713112020 9��FSS/ONALENU a c C 0 U T � C 11 •C N 1715 ~ 3 �q� aDTI v N q O rn c U U E-4 Q v 0 a m OV � L REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c rn w in (, m c 0 r 0 0 o_ 0 a r DATE 04-27-2016 N_ SCALE C AS SHOWNo r PROJECT MANAGER BRIAN C. MITCHELL, P.E. c° 'vr DESIGNED BY BCM / JLS r CHECKED BY -° I � .3 PROJ.�' 20150290 SHEET # ° C-7N r VJZ �W �W Z �W OW L 0 ►n CQ co O -�4 U cQ co j4 �i U cqm0 C\2 co O U � .b c� 0, 4-4 CC kOCO U �, �C) a Uy O M L) ril a BRIAN C, MIKCHELL Lic, No. 035724 ,0 07IJ112020 �q co q i 0*1WE 60"" O 2 `Y V ) Q w W REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER O WNER C a DATE Q 04-27-2016 SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. g 0 DESIGNED BY D BCM / JLS r CHECKED BY -o c 0 PROJ.11 20150290 .3 0 C — !7 JJ SANITARY 5 PR❑FILE 0 485 co o I O N U W D� Z 0 480 N n o O N °O CIO d NN p 00O to + N 00�+ II o N +�i+ SANITARY 4 PROFILE = a � � ±�-� 540 475 (n�ZZZ N �+ZO <o» � OrZZ 535 470 530 525 520 515 510 505 ALL PVC SEWER MAINS SHALL BE SDR-26. 460 \ 455 450 445 440 10' D.I. 70.82 LF @ 0.30% AA 44 95% COMPACTED FILL MUST BE PLACED BELOW STRUCTURES & PIPES IN FILL \ 10' D.I. \ 165.82 LF @ 0.30% ALL PVC SEWER MAINS SHALL BE SDR-26. \ / \ 10 �IqJ � VI 500 495 \ \ \ \ \ 490 \ \ N I N N 480 O � � O + +ate N N+0 II ° �<o> 475 470 465 460 455 450 445 SANITARY 13 PR❑FILE Lo 0 I Lo I � �00 Lo v Lo N r OR L6+ N + F a61 II N -+ZO a» n Loto 'D M n 0000�+ 480 475 470 465 460 455 450 445 440 435 430 N n o a u�O+ SANITARY 14 PR❑FILE 480 475 N N N 00 .I- N N �,D � 0 �c 470 N 't -t r ±Or N+ZZO II-- �aa»> m W�zzz 465 m 455 450 445 440 435 430 500II 435 I 440I I I I I I 425 1II 25 ++++9 11+I I I 9 +00 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: I U 2 N .0V l ^ ) N Z N Q E Q rn EpLTH OF c ` T c BRIAN C, M CHELL o 5 07/311202W.0 L o,FSS/ONALEN�\# 2 o_ c d N c 0 U C w �L 3 r n�I W �q� arTl v �! w o q° 0 O O ° Irk` U _l 2 O CL _ U O N O T!1 N N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE Q 04-27-2016 SCALE c AS SHOWN o PROJECT MANAGER .0 m BRIAN C. MITCHELL, P.E. g .N DESIGNED BY -°'° BCM / JLS r .F CHECKED BY -° c ° PROJ.�' � .3 20150290 0 SHEET ° \ C —7P LOS CLIFFSTONE BLVD & THICKET RUN DRIVE PROFILE 510 505 500 495 490 485 480 475 470 465 94 LOS CLIFFSTONE BLVD & OFFICE ENTRANCE PROFILE 495 49C 485 Q 479 47c 469 Q 45° 510 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) NORTHERN ENTRANCE PROFILE 105 go .95 -90 .85 J5 JO .65 495 ZE Z5 75 70 465 155 500 495 490 485 480 475 470 500 495 Mrs 485 475 470 465 I 1 I 1 1 I 1 I I 465 9+75 10 00 11+00 12 00 13+00 14+004 15 LOS CLIFFSTONE BLVD & APARTMENTS (EAST) SOUTHERN ENTRANCE PROFILE 495 490 485 480 475 470 465 460 9+75 10 00 I I I I I 11+00 12100 13100 LEGEND FINISHED GRADE AT CIL — — — — — — — — — EXIST. GROUND AT CIL EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF CIL 495 490 485 480 475 470 465 460 14 004 15 SCALE: HORIZONTAL: > " = 50' VERTICAL: I 0 ►n C r n co 0 V t C) 0 co p a� CQ coc cat 0 o0 W � U Cui mos4 Z "Pr-, o > rn Lf ri U 'c Z W w O O °m'�� N W kO 00 m 0 U0 a �y O N M L O 0 a ° U ° O O� d 0 O C/) N Z Y Q c >_ 0+ ��EpLTH DF ` c c C U y � BRIAN C, M CHELL o Lic, No. 035724 ° 07IJ1120ZU z P��FSS/O NA L ENG\� c d N 0 O U C w �L 3 Cr � n C9 ti 3 o+ ti Q o h N O � 0 Q 0 cc o w � ° CL U � O � 0 W �1 c 0 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE Q 04-27-2016 SCALE c AS SHOWN o r PROJECT MANAGER BRIAN C. MITCHELL, P.E. g .N DESIGNED BY v BCM / JLS r CHECKED BY -° c 0 PROJ.�' c .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 10100 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 I 1 9+75 10 00 , / / / 465 1 i / 515 I I 12100 I 13100 / I 14100 I 15100 I 16100 I 17100 I 18$9� �0 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 12100 I 13100 I 14100 I 15100 I 15� 86 05 510 505 500 495 490 485 480 I 1 9+75 10 00 LOS THICKET RUN PLACE & THICKET RUN DRIVE (WEST) PROFILE 1 11+00 12+00 13+00 1400 151 00 LOS THICKET RUN PLACE & THICKET RUN DRIVE (EAST) PROFILE 510 II 50511 500 II 495 11 t"l l 1 485 11 480 16 6 09 515 1 510 1 505 1 500 OF 495 490 1 485 1 11 100 I 12100 I 13100 I 14100 I 15 100 1 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: I 0 ►n CQ r n ao 0 V d4 U U � co c � C�2 cc)O W � U CW mo]LU Lt Z "Pr-4 rn �f •--I 0 `y W w ono O o °�'N LW _ �, c U0 a �y O N M L O O a 2 U O O Ol N O O r/ N Z Q c E Q o+ EpLTH OF ` c t T C � O U y � BRIAN C, M CHELL o Lic, No. 035724 v 07IJ112020 P��FSS/ONAENG\� E L 0 v� c d N 0 O U c 'C 3 C MF n C9 ti 3 q c � w ti Q o h N q o I� c a U U 0 WCL �1 c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER d Cy cl w L in 0 0 c 3 0 0 0 T N O_ 0 a DATE Q 04-27-2016 SCALE c AS SHOWN o _ PROJECT MANAGER BRIAN C. MITCHELL, P.E. g .N DESIGNED BY v BCM / JLS r CHECKED BY 0 c 0 PROJ.�' c .3 20150290 0 SHEET C -7R r LOS CROSSCREEK DRIVE & THICKET RUN PLACE PROFILE 550 545 540 535 ` 6 F HEIG1�- T-OF OBJECT \ LL \ c a 530 \ \ \ 4 \ \ c \ H \ a 525 \ 520 \ 515 \ \ 510 9+75 10+00 11+00 12+00 530 525 520 515 510 mg mg aKf MR 480 9+75 10+00 11 I00 3.5' HEIGHT OF EYE 13I00 550 545 540 535 3.5' OF OBJECT 530 i / / / / 525 / / / / / 14+00 15+00 LOS CROSSCREEK PLACE & CROSSCREEK DRIVE PROFILE 12I00 13I00 14I00 15I00 520 515 510 15+85 530 525 520 OF 515 510 505 500 495 490 485 480 15+85 LOS CROSSCREEK PLACE & THICKET RUN PLACE PROFILE 545 ,1 545 11 I00 3.5' 535 HEIGH OF,EYE / LEGEND FINISHED GRADE AT C/L — — — — — — — — — EXIST. GROUND AT C/L EXIST. GROUND 50' RT OF CIL EXIST. GROUND 50' LT OF C/L SCALE: HORIZONTAL: > " = 50' VERTICAL: I " = 5' 0 ►n C r n co 0 V d4 U p a� �ccoo C\2 cc)O W � U Cui �s4 Z aor� rn Z �.�� w O W onoo W UkO 1 a O N L) O a 2 U O O Ol N O O C/) N Z Q c E Q o+ /,LTH 0 ` c t T C � O U y � BRIAN C, M CHELL o Lic, No. 035724 07IJ112020 Pp�FSS/ONALENG\� E 0 c d N 0 O MF C w �L 3 n C9 ti 3 0) ti Q o h N O � V c a U U O rT, CL o ^� O T!1 0 11 REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE Q 04-27-2016 SCALE c AS SHOWN o PROJECT MANAGER BRIAN C. 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I \ P \\ I - l ------ / / �+ ---\ \� / J' / --D_ 0 0 O O O O ' I STR B)A RUNOFF ACRES "C" 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 0.00 185 0.45 0.74 187 0.92 0.60 189 0.01 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! I 0 \ / '\ 1 \ \\ `.\ j / / j ' \\ I\ / / % / / I 1 \\ r \ `` - - // / - ' --'___ c` - / 0 % -- / / / / / r'6ICY Tr 0 \\1 \ -./' / ,' ,' /r '/ \ \\ `\`\\` \`______ I `\ ♦ `\ \ ( 1 I 1 1 I ! 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STR IDA RUNOFF ACRES "C" #REF! #REF! #REF! 9 7.11 0.60 13 0.00 #DIV/0! 15 0.00 #DIV/0! 1 S (STUB) 0.00 #DIV/0! 19 8.97 0.55 23 0.07 0.76 25 0.07 0.76 27 0.00 0.00 29 0.43 0.76 31 0.32 0.87 33 0.23 0.81 35 0.07 0.84 37 0.00 0.00 41 0.39 0.63 43 0.12 0.82 45 0.00 0.00 47 0.00 0.00 49 0.20 0.90 51 0.95 0.61 53 0.17 0.68 55 0.05 0.90 57 0.21 0.90 59 0.00 0.00 63 1.15 0.62 65 0.20 0.45 67 0.76 0.66 69 0.14 0.90 71 1.58 0.57 73 0.22 0.78 75 0.10 0.63 77 0.55 0.48 79 1.42 0.35 81 1.55 0.36 83 1.46 0.35 85 0.87 0.44 87 0.29 0.42 89 0.12 0.60 91 0.15 0.54 93 0.21 0.60 95 0.16 1.13 97 0.00 0.00 99 0.00 0.00 103 0.87 0.61 105 0.21 0.90 107 0.06 0.90 109 0.64 0.67 III 0.03 1 0.90 113 0.31 0.83 115 0.23 0.82 117 0.19 0.84 119 0.33 0.72 121 0.07 0.78 123 0.09 0.90 125 0.29 0.72 127 0.81 0.45 129 0.16 0.74 131 0.43 1 0.81 O L ^O 4\[l y U) V Z U � U C\2N0 0 Lu U �W r n "d V 0y rl W al Z .;: c �Q) rA o W OW a0 c W 00 12 V/ •yam q o 10 c \ a o 0 0 OI N 0 O 2 V m n /n Y � Q E w rn T c .p 0 U y � BRIAN C. M CHELL o Lic. No. 035724 0 0713112020 90�FSS/ONALENC. a rn c 0 W C 0 U �n c "1 •c r y N 0 7 ti � C (may 3 q l l "ll U ti Qq q O d [� `I O O r� V c o lw�l l\I U O D- ID O T/•1 N V � L N REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER c DATE 04-27-2016 N SCALE c 1"=100' o L PROJECT MANAGER BRIAN C. MITCHELL, P.E. c, 0 v BY LNED / JLS r CHECKED BY -0 c O PROJ.# 20150291 a 0 SHEET # C - 8 r 'B-' 1 B -s1 PENING IN TOP SLAB OF TWO BARS K TO BE USED INEACH CORNER HNABER TO BE CIRCULAR WITH CIRCULAR OPENING N TOP. Vq C 1T15O X TYPE A -1 BM F E.F.-E.S. A TYPE B, AND C TO R. SEE SHE FOR + 4 S a GALVANIZED S5X10 TO BE PLACED UNDER TTO WITHIN 2" OF OUTSIDE FACE. OP SLAB AND EXTENDED INTO SIDE WALLS A W B" C-C N.F. G a 8" C-C F.F. J a 6" C-C E.F. I W" DENOTES BOTH THE INTERNAL -/J CHAMBER WIDTH ALONG THE NARROW AXIS AND THE DIMENSION OF THE B OPENING IN THE TOP SLAB OF CHAMBER PLAN VIEW (TOP SLAB REINFORCEMENT) 12" DOWELS W B" C-C SEE NOTE 7 NOTES: 1. ALL REINFORCING STEEL TO BE x6 BARS WITH A MINIMUM 1%' CONCRETE COVER. 2. ANY REINFORCING BARS N CONFLICT WITH PIPE SHELLS ARE TO BE CUT A MINIMUM OF 1%' FROM PIPE. 3. FOR DETAILS METHOD OF TURNING ANGLES AND APPROXIMATE QUANTITIES SEE SHEET 2 OF 4. 4.PRECAST CHAMBERS OF THE BOLT TOGETHER TYPE MAY BE SUBSTITUTED WHEN APPROVED ON AN INDIVIDUAL BASIS. 5. ALL CONCRETE TO BE CLASS AT IF CAST N PLACE, 4000 PSI IF PRECAST. B. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 7. ELIMINATE DOWELS WHEN PRECAST TYPE A TOWER ARE ELECTED. &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 VAR. D + I'-1" in lV 1 O iV BARS F a a *INCREASE INDICATED DIMENSION BY T FOR USE WITH 72" PPE. BARS A THE LENGTH OF ALL BARS AND THE NUMBER REQUIRED WILL VARY WITH THE Siff OF CHAMBER . FOR APPROXIMATE WEIGHT SEE SHEET 2 NO 4 OF THIS STANDARD. J BARS B. C. E. G. H. AND J ARE STRAIGHT. D 8 SECTION A -A 5EC I ION U-U ROAD AN`BRI�STANDARDS JUNCTION BOX CHAMBER DETAILS FOR 4811 - 7211 SPECIFICATION ANCE SHEET 1 OF 4 REVISION DATE PIPE CULVERTS MAX. DEPTH (H) - 20' O5 233 106.10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SL-1 BARS 0 8" C-C TYP. -FT--FT PLAN CLASS A3 CONCRETE SECTION A -A NOTES: 1. STRUCTURE SIZE AND WALL THICKNESS VARIES OF FEET BELOW 2. THE COST OF THE SL-1 IS 14CLLDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SCUARE. 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. x 5 BARS 0 8" C-C TYP. TYPICAL PRECAST UNIT ROAD AND VOU TBRIDGE ANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS? REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 106.14 VIRCINA DEPARTMENT OF TRANSPORTATION TO RF. 1LSF.D FOR .41.L .STORV .SF#FR P/PF.S' ARROCIATF.D WIT13 TXLS PROJECT NO PROJECTION OF PPE ABOVE GROUND LIIE TOP OF FILL TOP IF ILL - TOR Of PILL Ri01110 Lw IN CR0AX0 LWE OR01lD LBE 21 {. H �ROOF OR EMTJ LNY'ELDN9SOL W-EARr MN• VD D x 0 1[ BFDOWICA MIL V10 wK YtiTGGII X 0 x OCR T or N R "' MAX 74- FOUNDATION SOFT. YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE W. 1.5 s 0 MAIL 1.D K O J4N 1.5 x 0 RD1. I.D s 0 MN. LS X D AN MIN. LS K O TOP OT iLL T0► OE Rl r0p OF rLL GROUND OROUD /Av ♦ _ /NI/// /NNl///_UE EARTH T� / - _ JI4 vn o tl1J. 1AD D x D % w TT �� a x 0 X sOL MIN. I/10 0 FART» MINBEDpWq MA"�4" MATBUML FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROC( FOUNDATION OTHERWISE UNSUITABLE MATERIAL 3002 NOTES: ® SE�CTON 3ONG OFF THE ROAD Mw BRIDGE SPECIFICATIONS FOR PLASTIC PRE. THE L1sTS OF THE CLASS E LACXFLL MATERIAL SCULL BE CLASS I BA(OmLL MATENAI. N ACCORDANCE EXIEMDED TO •SADM TIE TOP Of TK PIPE - WITH SECTION 302 OF THE ROAD AND SRICGE smar CATIONS FOR GENERAL NOTES ON PPE BEDDING SEE NST ALIAT*% OF PPE CULVER-S AND STORY SI■LRS GENERA NOttS 6s SWET 07.00 REGLLNR DACXFILL MATERIAL N ACCORDAACE •/••• NTH SECIONT3D2 OF THE ROAD AND BDGCE Ci5NFD B1CLASS CCKORMPG TO T1E 42E RRECIIREIENTS FOR CR.S," W. SPECNr 1U,T AGGREGATE SZE 25 AND 26 MAY DE USED N PLACE OF CRASS I BACKF ILL BEYBANMV41 INSTALL. OF PIPE CULVERTS AND STORM SEWERS RDAO AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - MET HOD "A" .._ SHEET , GE . REVISION DATE 'VNGNA OLPM'MLAT Of 'R/RJSYCN .'•.I I.N ;J� D7.01 LOCATION OF CHAMBER TO FIT VARIOUS FLOW LINE ANGLES 0' 150 300 Ion `. �{ 30• /� ��_ 3- 45• ' • 1' 600 756 45P 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 8' PPE SECTION. QUANTITIES FOR CHAMBER PPE SIZE ANGLE OF TURN 0• 1• - 30• 31• - 80• 81• - 90• QUANTITIES SHOWN ARE FOR CHAMBER WTfHOUT PIPES. DIM. CU. YDS LBS. RENF DIM. U. YDS. LBS. REINF DM. CU. YDS. LBS. REINF DIM. CU. YDS. LBS. RENF PIPE DISPLACEMENT OF CONCRETE AND STEEL MUST BE D CONIC. STEEL D CONC. STEEL D CONC. STEEL D CONIC. STEEL DEDUCTED TO OBTAIN TRUE OUANTITES. SEE SHEET 4 OF 4. CHAMBER REINFORCINGOSTEELL MUST BETIES FOR ADDED TO CONCRETE AND S. 4B" 4'-D" 4.56 1293 5'-0" 4.65 1317 5'-7" 4.99 1412 6'-0" 5.72 1502 54" 5'-5" 5.18 1488 5'-7" 5.28 1558 6'-J" 5.10 1617 7'-B" 8.53 179E r 60" 8'-0" 5.w 1657 8'-3" 5.96 1794 e'-11' 6.38 183, e'-e" 7.38 2084 "W" STRUCT. STEEL 30 Lbs. 3'-0" 40 Lbs. 4'-0" 50 Lbs. REFERENCE JUNCTION BOX DETAILS FOR ANGULAR lvoo r 105 CONNECTIONS OF 48" - 72" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 233 REVISION DATE SHEET 2 OF 4 302 VIRGINIA DEPARTMENT OF TRANSPORTATION D6.H INITIAL BACK FILL SEE SECTION 520.03 VDOT SPECIFICATION PROPOSED A4&FER IPEP CLASS A3 CONCRETE CRADLE PIPE II D.D. II 1 C" 1 24" 24' 1 70" rl f( f REAR N CLASS A3 CONCRETE CRADLE o.D.MA4 O.D.(4 (3"MIN ) REB.4R PROPOSED *kTER' PIPE SECTION CONCRETE CRADLE DETAIL NOT TO SCALE L STORM SEWER 2' IdIN 'B-' DETAILS OF TOWERS TYPE A TYPE 8 TYPE C TO BE USED WHEN VERTICAL DISTANCE BETWEEN GRADE AND TO BE USED WHEN VERTICAL DISTANCE BETWEEN GRADE TO BE USED WHEN DISTANCE BETWEEN GRADE AND INVERT OF PIPE IS PPE DIAMETER PLUS 5'-4" OR GREATER AND INVERT OF PIPE IS PIPE DIAMETER PLUS 3'-2" TO INVERT OF PPE IS PIPE DIAMETER PLUS 2'-4" TO (SEE NOTE 3). 5'-4" (SEE NOTE 3). 3'-2" (SEE NOTE 3). STANDARD MH-1 STANDARD MH-1 FRAME FRAME 1, COVER W COVER jSTANDARD MH-I - m FRAME M COVER m r o x 3 _p m up 6.. �> Tb n q 2" x ^ - 2,_D„ w TOP SLAR OF CHAMBE OF 11 TOP SLAB OF CHAMBER CHAMBER SECTION A -A SECTION A -A 7„ hI WALL THICKNESS TO BE 6" TO A DEPTH OF 10' AND 8" OVER 10'. BI MS TI� BARS S 4 REDID. 12 REQ'D. m A A SECTION A -A L B BARS T - _ GO m /,`\ / PLAN A A ,A�, ! p O BBARS S _ PLAN PLAN Noyes' QUANTITIES FOR TOWER 1. PRECAST UNITS IN ACCORDANCE WITH STANDARD M(-2 MAY BE SUBSTITUTED FOR TYPE A TOWER SHOWN. IF SUBSTITUTED. TYPE A TYPE B TYPE C PAYMENT WILL BE MADE AT THE CONTRACT UNIT PRICE. FOR CONCRETE 0.843 C.Y. 0.325 C.Y. CONCRETE AND STEEL BASED ON THE THEORETICAL QUANTITIES THAT WOULD HAVE BEEN REQUIRED TO BUILD THE TYPE A TOWER. INCREMENT 0.262 TO D 'DEPTH 0.259 0.145 2. SEE STANDARD SL-i FOR APPLICABILITY OF SAFETY SLABS. PER FOOT 0.362 OVER 10' AN 3. INCREASE INDICATED DIMENSION BY ONE FOOT FOR USE WITH RQNG 82 LBS. STTEELEEL 72" DIAMETER PIPE. 4. CHAMBER AND TOWER OUARTITIES FOR CONCRETE AND RENFORCING 1F'RK' QUANTITIES SHOWN ARE FOR MNMUM TOWERS OF EACH STEEL MUST BE ADDED TO OBTAIN TOTALS. TYPE. FOR TOWERS ABOVE MINIMUM HEIGHT INCREMENTS SHOWN PER FOOT MUST BE ADDED. vDOT JUNCTION BOX TOWER DETAILS FOR 4811 - 7211 SPECIFICATION R REFERENCE ROM) PAID BRIDGE STANDARDS PIPE CULVERTS MAXIMUM DEPTH (H) - 20110 ; SHEET 3 OF 4 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1D6.12 DISPLACEMENT QUANTITIES FOR PIPE OPENINGS B-1 (TO BE USED WITH ST'D JB-IJUNCTION BOX) PIPE SIZE PPE CLASS CONCRETE REIRF. STEEL p• 15• 30• 45• Ca. Yards Cu. Yards Cu. Yards Cu. Yards Lbs. 12" IN. IV. V .035 .036 .040 .050 17.67 12" CM .D19 .020 .022 .027 11.06 15" IN, IV, V .050 .052 .058 .071 24.88 1S" CM .030 .031 .034 .042 15.93 1B" IN. IV, V .069 .072 .080 .D99 33.23 18" CM .043 .044 .049 .061 21.58 24" is. IV, V JIB .122 .137 .xB 53.53 24" ON .076 .078 .087 .108 35.B3 30.. IN. IV, V .179 .106 .208 .258 78.64 30° CM AIR .122 .137 .*8 153.53 36" IN. IV, V .254 .263 .294 .362 108.76 36" CM .170 .176 .197 .242 74.76 42" IN. IV, V .341 .353 .395 .486 143.33 42" ON .231 .240 .258 .330 99.53 48" II. IV. V .441 .457 .511 .629 182.90 48" CM .302 .313 .350 .431 127.85 54" IN. IV .554 .574 .642 .789 227.29 54" V .580 .800 .672 .826 237.42 54" CM .302 .396 .443 .545 159.70 60" �, N .679 .704 .787 .965 275.49 60" V .708 .734 .821 1.009 287.65 80" CM .472 .481 .551 .673 195.09 66" W. N .818 .847 .948 1.165 330.50 68" V .849 .880 .985 1.211 342.70 66" CM .571 .591 .662 .814 234.02 72" W. N .969 1.004 1.123 1.382 389.34 72" V 1.003 1 1.040 1 1.153 1.431 402.58 72" CM .679 .704 .787 .989 276.49 SPECIFICATION REFERENCE JUNCTION BOX DISPLACEMENT QUANTITIES FOR 48" - 72" PIPE CULVERTS YIRCINA DEPARTMENT OF TRANSPORTATION V=T ROAD AND BRIDGE STANDARDS DS 233 302 REVISION DATE S1EET 4 OF 4 106.13 O Lf� CQ rn (n V U ZN�� --1 Q) A-' 1 In 0 6N co P W "�' C) �LU �bPL4 Z �� f11 0 .- .. 0 •"1 � y Z 'x�o .,-I m m W ;-4..4 I w O v-1 O N 0 Uj Q) 00 Q)_��.41 �, D +y I F cc rr,,00 V O C O U O 3 Q Q) E N 7 pLTH OF C f�n/� / U` O U 7 BRIAN C, M CHELL o Lic, No. 035724 07/31/2020 �0 (\ o FFSSIONALEN a rn C N O U 3 ^y 0) o O rV^1 �l l L O o O O w REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER DATE °' 04-27-LL2EE016 " CSCALE `c NO 0 r PROJECT MANAGER BRIAN C. MITCHELL, P.E. o DESIGNED BY N v BCM / JLS r CHECKED BY -o C O PROr 20150290 .3 0 SHEET # C - 9 \ UD-4 SUBDI SEE N G"E,O�%ISLE OFINA4EM PHRIC PAVED SHOULDER SECTION PIPE 5 UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTE%TLE DRAINAGE FARM (OVERLAP 1'-0" AT TOP) RB �4• PIPE 43 ED 1IRREMENT. CURB AND GUTTER SECTION UP TO ELBOW PIPE IS KWO11ATED 45• EL)DW CONECTDx 45• WYE CONNECTION AT FOR OUTLET ME TO 1'-C" MAY._ 4E5'-ELBOW L EVE (TYPICAL) OUTLET PIPE NO SCALE SPECIFICATION S STANDARD PAVEMENT EDGEDRAIN RIGID Ao AxpABpB VIRGINIA DEPARTMENT OF TRMSPORIAIDN 0 501 Jm SHEET 1 OF 2 REV190N DATE DB.OB UO-2 NOTES: t CTHIS ITEM MYBBEE PRECAST OR CAST IN MACE. 2. 4000 RSI R OPR[CACLf FAS S$ M CT IN PLACE. 3.wwvCURLEL35GUTTER HAVING A RADIUS SHMA , ADDIOI AS (P LL `COMBINATION ACE OF ' CURB 4 mm. 4, FOR USE WITH STARAIZEO OPEN -GRADED DRAINAGE LAYER, THE BOTTOM a THE CRAB M GUTTER SHILL BE CO6TRI:CTED PAflilEl ro THE !LOPE OF Sl.®A2 cW6Es AD ro TIE DEPTH Of THE PAVEMENT, !. OF W-6 MISBASED ON ROOWABLE ADWAY MA C" THE USE ATN•N AND DESIGN SPED a SHOWN N MPEHDI% A OF R THE ROAD DESDH MAUAL N THE SECTION ON GS URBAN STNOMRJS. D, A B'H .'A .'A • . A D o I. b A � THE CONTRADTOP COMBINATION 6" CURB AND GUTTER ROAD ANo BODGE STANDARDS ro5 At"SPON DATE SHEET t a 1 In VAGINA DEPARTMENT OF TRNNSFORTATICN 20tOJ GEOTEXTLE DRAINAGE FABRIC IOVERL/P T-O" AT SEAMS) LONGITUDINAL PERFORATED PIPE TYPE OF PIPE CRUSHING STIENI'TH M( W.T. B" NOWALDIAMETER SMOOTH WALL PVC 0.155 CORRUGATED PE A45WO M-252 NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STENI'TH W.T. B^ NOWAL DIAMETER SMOOTH WALL PVC 0.153 SMOOTH WILL PE 70 PSI M RI THIS AREA MAY E CONCRETE AT M OPTDN a THE CONTRACTOR ROAD AND W1DDE STADADS s)EMT H OF I REVISION DATE 30LOA LMWL 4%SLOPE OR SAME .i; .' AS SUPERELEVATION SLOPE WHEN 4X IS EXCEEDED - s' #57 AGGREGATE. FB AGGREGATE ME WAIL THRCIOESS (MIN) - INCHES OR CRUSHED CLASS MEETING BB GRADATION REOUREMENT. ifRif TESTED ACCORDING TO ASTM 0-24II AT 52 DEFLECTION. LONGITUDINAL PPE TO BE PLACED ON NOTES( B" PIPE LOW SIDE OF SUPERELEVATED MEDIAN ,. WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET MANHOLE, ECT.), MDN-PERFORATED OUTLET PIPES ARE NOT REWIRES. WITHOUT SUBBASE MATERIAL 2. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 3. ALL CONNECTIONS (ELBOWS, WYE? ETC.) WITHIN PAY LAIRS FOR OUTLET PIPE ARE TO BE OF THE SURE CtEUSHWNG STRENGTH AS THE OUTLET PIPE. 4. OUTLET PPE ARE TO BE INSTILLED ON 2%MN (3%DESIRABLE) GRADE AND W LOCATED AT A MAXIM OF 500' APART. (RAGED PORTION OF MEDIAN) 5. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE GEOTEXTLE DRAINAGE FABRIC STRUCTURE. (OVERLAP T-0" AT SEATS) S. WHEN UNDERDRAIN MUST TRAVERSE UNDER CROSSOVER LOCATIONS NON -PERFORATED OUTLET PIPE ONLY IS TO BE USED UNDER CROSSOVER PAVEMENT. WIDTH - W - 1'-0' ID-2 SLOPE SUBBASE TRENCH WITH AGGREGATE NIP TO ELBOW ___ __ ___ _ PPE B PEAFOItATED a =�_=I-'_=W. H H I AA 5UFLNIL L AIIUN xurL o WHEN 4% IS EXCEEDED C N 0o57 AGGREGATE, RB AGGREGATE OUTLET PIPE " ♦8 GRADATIONREQUIREMENT.REQUIREM�R 1'-0" T-B„ B" PPE PAY LIMITS FOR 45• ELBOW LONGITUDINAL PIPE TO BE PLACED ON OUTLET PPE M CONNECTION ELEVATION OF BOTTOM OF LOW SIDE OF SUPERELEVATED MEDIAN BEGIN � MOTH 45• AGGREGATE MATERIAL TO CONFORM TO BOTTOM OF URR E ELEVATION, WITH SUBBASE MATERIAL EW-II TYPICAL) OUTLET PIPE ��ANDARDS STANDARD UNDERDRAIN FOR USE TION �FERE ROAD NO WITH RAISED GRASS MEDIAN STRIPS WE SHEET LOP 1 REVISION DATE M.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 NOTES: 1. THE ITEM MAY BE PR IdT OR CAST IN RACE 2. COHHCELE TOE CLASS M F CAST N :LACE. 4GOOD PSI F MIEAST, 3. COMBINATION CURB W GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE a CLMIBI SMALL SE FAD FDA AS RADIALL COHRNATRR CURB R GUTTER. C FOR AGE WITH SFAWLO:W aw-GRIGED DRAAFHIDE LA M BOTToM a THE PMAAyL�a rl &R amaELi SE COME TED m.RSFS AO TO MFEPTTH THE PAV[uM[[M. 5, XLMW E CWTERM FOR THE USE a CG-7 6 BASED ON ROADWAY CLAS9FICATON AND DESIGN VM a SHOWN R MAKNOW A a THE VOOT ROAD ESFAN MANUAL R THE SECTION ON IMMIAN GS STANDARDS 6. WHEN THIS STANDARD 6 TO EE TRIG INTO EXISTING BARER CURB, THE TRANSITION IS TO K WOE WITHIN fir Tli. Uga N STADMDS CAN E MADE AT 7. WHENCULIR OP[HYIG3 �TIAE GMR AND OUT YER 6 USED. M STANDARD ENTRANCE GUTTERS OR STANDARD CORRECTION TO HAVE THE MONTAUE OAR CONFIGUA STRUT RATION 0CTIONS 801ATED. M D• Y D D � D (. • D• k D 'A. 'A 'A 'B Is D. 0. WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS --------------------------- CONSTRUCTION ISTING SUBBASE PROPOSED SUBBASE cowACTm sINIDRrDE JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EM71NG SUBBASE AND REPLACE WITH PROPOSED ASPHALT MOONING LAYERS ® PROPOSED IMAM 1 %R EACH THR X ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 NOES, OR GREATER a NECESSARY TO ABUT THE FALL THICKNESS a EXISTING ASPHALT LAYERS AS DETERMINED BY COXES ISEE NOTE 31 NOTES: 1. ASPHALT PAVEMENT WIDENING SHOLL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VOOT PROCEDURES NO BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WOEMNO SHALL MET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MMAM a THREE CORES SHALL BE TRIG N ALONG THE CENTER OF THE MJ.ACENT TRAVEL lANE TO ETl1HMME THE TYPE AND THCN ESS OF EXISTNG PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN SOD FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 V INCHES AD REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WDENNO SURFACE COURSE, UNLESS WAVED BY iTIE ENGINEER. 5. THE ENGINEER MAY REGIME TIME MELNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO AGHEVE AN ACCEPTABLE PAVEMENT CPOS :-SLOPE AND EFFECTIVE SURFACE DRANAGE. C EXISTING PAVEMENT MA XI AND WARMERS WITHIN THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. MEAL TRANSVERSE PAVEMENT TE-N SHALL CONFORM TO THE SEGUMEMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL SE TESTED USER A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(N OF THE SPECIFICATIONS. SHEET 1 a t I REVISION DATE NOTES: 1. THIS ITEM WAY BE PRECAST OR CAST N FLACT 2. CONRETE TO E CLASS a F CAST N PLACE, 4000 PS! F PRECAST. 3. CURB MKMGI'fACE OFING A FADIUS OF 300 C ) MOLL BE V� FORLESS RADIAL CURB. 4 THE DEPTH a CURB MAY BE REDUCED AS MUCH AS 3' (W OFPTIDOR INCREASED AS MUD: AS r (2T' DEPTH)In ORDER THAT THE BOTTOM OF CURB WILL DONCOE NTH THE TOP a A COARSE a THE PAVEMENT "STRUCTURE. OTMIRw f DEPTH M TO E W" 91DWN MO qM N M PRIGE IOW T EE STEM FDIC A�SDECREASE OSO(Rp AGAR NO(EASE N DEPTH. !. ME211BOlElFNTB FM CO-0 A4A SHWN MIXING APFOEO A a THE VDOT RDAD DESIGN MANUAL. N THE SECTION a GT URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION CG-2 COMBINATION 4" CURB AND GUTTERREFERENCE""`"`"" STANDARD 6" CURB ROAD AND BROCE STANDARDS 105 D5 REVISOR DATE SIEEI H a t VIRLIHA UFARTMNT a TRANSPORTATION 502 502 VAGINA EPARTMN7 OF TRANSPORTATON 20!m PA VEMENT DETAILS 2" SM-9.5 A 2"IM 19A 4" BM 25 S" 21B AGGREGATE BASE CLIFFSTONE BL VD & CROSSCREEK DR FROM EAr TIE-IN TO STA: 2> f R50 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 4" X 4" SALT TREATED 8' MAXIMUM TTPOST i-� M-� 8"T❑ 12"1 1cMPORARY M4-7 SIGN 20" 24" X 12•• (CLEAR SPACE) 8"T❑ 12"I END M4-6 SIOJ 43' 5' 20 5" z4" x 1z" CONCRETEjTOBE 4"MIN.CLASS AJ TEMPORARY MARKERS AND MOOT8"T❑ 12" 45• TYPEIIBARRICVED MENADE SHALL BEREMOVED MEN THE \ \� . .�' �� ROUTE THE IS COMPLETE TEMPORARY Q �\\/��//\�/�/\ - -G - 4' MINIMUM �. r ��/�� 4"-21B DI. TYPE III BARRICADE TRAFFIC BARRICADE NOT TO SCALE SIDEWALK DETAIL NOT TO SCALE 36 ROAD DESIGN WORKSHEET PROJECT: North Pointe Subdivision Section I DATE: 10/7/2016 DESCRIPTION.- Mixed Use NORTH POINTE BOULEVARD & CROSSCREEKDRIVE (EX. TIE-IN TO STA. 21+50) Step 1: Determine Design ADT ADT 8,000 %HCV=100XHCV/ADT 5 ITT=20XACV 8000 Design ADT=>ofADT or EPT 8000 22.5 Descril Nlaterial Notation PROJECT.. North Pointe Subdivision Section I DESCRIPTION.- Mixed Use Stepl: Determine Design ADT ADT 1,040 %IIC'V = 100 X IICV/ADT 5 EP'1'=20XHCV 1040 Design ADT=>ofAD1'or FP'1' 1040 Pawnwnt Step2: Determine Design CBR, RFand SSV Smnple# CRRT RBRIIIeacy Factor RF # 1 Source Value 42 Table I #3 AppI 1 CHR 4 DNIF. RF Des ign N'alue 2.7 Value Ued 1 CBRD xRF= SSV 2.7 1 2.7 ed Pavement Section Thickness, h a ete 2 2.25 tc 2 2.25 Ate 4 2.25 e 8 0.6 DESIGNSTATUS= DATE: 10/7/2016 CROSSCREEK DRIVE (STA. 21+50 TO END) Step2: Determine Design CBR, RFand SSV Sample# CBRT Resiliency Factor RF 41 Source Value # 2 fable I # 3 App. 1 1 CBR a DNB:RIF Design Value 2.7 Value Used 1 CBRD xRF= SSV 2.7 1 2.7 (a x h) 4.50 4.50 9 4.8 22.80 OK DR From Appendix B= 15.25 Description of Proposed Pawnsent Section Material Notation Thickness,h a (axh) Smrface SNi-9.5A Bituminous Concrete 1.5 2.25 338 Rase INi-19.OA Ashalt Concrete 4 2.25 9 SubI .se 21-RUntreated Aggregate 6 0.6 3.6 DESIGNSTATUS= 15.98 OK PROJECT: North Pointe Subdivision Section I DATE: 10/7/2016 DESCRIPTION Mixed Use NORTHFORK DRIVE & NOR THFORK PLACE Step 1: Deterudne Design ADT ADT 540 %HCV=100 X HCV/ADT 5 EPT =20 XHCV 540 Design ADT- >ofAD1'or EPT 540 Step2: Determine Design CBR, RFand SSV Sample# CRRT Resiliency Factor RF' # 1 Source Value #2 Table #3 AppI CBR 4 DNIE RF Design Value 2.7 N'alue Lsed 1 CBRD xRF= SSV 2.7 1 2.7 DR From Appendix B= 12.6 Des rril%ion of Proles ed Palement Section Vlateri:d Notation Thickness, h a (a x h) Surtace SNI-9.5A Bituminous Concrete 1.5 2.25 138 Base IRA-19.OA As Atalt Concrete 3 2.25 6.75 Subbase 21-B Untreated Aggregate 6 0.6 3.6 DESIGNSTATUS= 13.73 OK PROJECT. North Pointe Subdivision Section 1 DATE: 10/7/2016 DESCRIPTION Mixed Use NORTHFORK COURT Step 1: Determine Design ADT ADT 191 %HCV=100XHCV/ADT 5 FPT=20XHCV 190 Design ADT- >ofADT or EPT 190 8.7 Descril Material Notation PROJECT.. North Pointe Subdivision Section 1 DESCRIPTION' Mixed Use Stepl: Determine Design ADT ADT 620 %HCV=100 X HCV/ADT 5 FP-F=20XACV 620 Design ADT=>ofADTrc EPT 620 Step2: Determine Design CBR, RFand SSN SanlAc# CBRT Res ilienc3 Factor RF 41 Source Value #2 Table 43 App. I CBR 4 DN'IERF Design Value 2.7 Value Lsed 1 C'BRo sRF= SSV 2.7 1 2.7 ed Pawment Section Thickness, h a •ete 1.5 1.67 to 2 1.67 e 6 0.6 DESIGNSTATUS= DATE: 10/7/2016 ROCKYCREEK DRIVE (STA. 18+41 TO END) Ste 2: Deternne DesignCBR, RFand SSV Sample# CRRT Resiliency Factor RF # 1 Source Value #2 Table 43 App I 1 CBR 4 DMERF Design Value 27 Value Eked 1 CBRD xRF= SSV 2.7 1 2.7 2-51 3.34 3.6 9.45 OK DR From Appendix B= 13.6 Description of Propus ed Pawnsent Section Material Notation Thickness,h a (axh) Surface SM-9.-A R,truinov, Concrete 1.5 2.25 3.38 Rase IRA-19.OA Asdlalt Concrete 3 225 6.75 Subbase 21-R Untreated Aggregate 6 0.6 3.6 DESIGN STATES= 13.73 OK 0 U� W 0 � U Z C m M a.) co O EEL C�2 .p C W � "� it U �W o 4 Z � �°� Oz > T 0 L Y! D Z �O � S I� '~ 07 'ol W ;.4 I m^` w CI_4 O W D O O WO UM! _ �, D r 00 - Cd ° Co QI O N L) 0 2 a ° 0 ° O 0 2 D N D Q c D E D tT pLTH DF ` c C .p O BRIAN C, M CHELL o Lic, No. 035724 0713112020 O�FSSIONALENG\� ° E a w C D O 'MG>1. C O U C lTn v 1 � 'C ~ 3 L_ d r H • �I 3 (��.J C o WTI 1Tn C 1-4 � o q � lq`I N 0 C I'Cjl O O N O O C \I S1 O 0 O �i U O U O Q O D O T!1 m 4) REVISIONS CDATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05/17/19 PER COMMENTS 08127119 PER COMMENTS 071,3112020 PER OWNER DATE 0 04-27-2016 D S ALA NO CSCALE Ca 0 L D PROJECT MANAGER BRIAR C. MITCHELL, P.E. rn N DESIGNED BY -D° BCM / JLS r CHECKED BY -° c 0 PROJ.tf .3 20150290 0 SHEET # ° C -9A r GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24� I B" INITIAL BACKFILL a. I B. MIN MIN. MIN MIN. O 6" BEDDING #68 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'MI INITIAL BACKFILL 4 MI UNSTABLE a a a a' SOIL\ MIN MIN -{ MIN MIN. #68 STONE O GRANULAR FILL AS O APPROVED BY ACSA \ S E OIL 'OC� 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 FIG. W-2 TD-2 Ll PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 it 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B. 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.6fi 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10' & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 COVER LIFT NOTCH \E 9� 12 3/8' "1 �a E8 L WATER "'� CAST IRON LID Q 0 , =E �n TS ^ 6 IE "HJ Fzs 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-1-0, E STREET SURFACE OR ON -PAVED AREA SLOPED AREA t'-D" MAX RUBBER COATED STEEL STEPS ® 's CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0' RING SEALS OR APPROVED EQUAL 3'-O" MIN e .0 THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5' BACKFILLFD IN 6' LAYERS AND COMPACTED BY HAND TAMPERS OR 1� e BACKFILLED WIN SELF -COMPACTING 15' MAX STONE. 5' 16 1YMIN 12"MIN A MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARI e A OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH �.•. f '• TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SMALL BE . 4 PROVIDED. pt 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 8' BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, LIFT 3. ALL JOINTS,FT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE OVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C rD-zB TD-3 • \ / / \ \ qq " z SE 0Eyy opEo 0 " A. g w L•I,V-, E m zi4 LLo n a �$ d It IS HE �u0 m m z E pp of �E ppm E Mt' IRE LL I I I I TYPICAL MANHOLE FRAME & COVER N.T.S FIG 8-1-D TD-31 8" X 6" TEE BASE AND THRUST q.•, .; H,.�je \\\V711 BLOCK AGAINST � UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED RW EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 4" DIAMETER BRANCH AND VALVE - VARIES BOX WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 10 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o III I) 'Il'I` II ADJUSTABLE VALVE BOX W/ LID z U u 2 Y z N f --- M.J. GATE VALVE WATER LINE L. b 25DO P.S.I. CONCRETE .8 4 2'x 2' BEARING AREA. THRUST BLOCK .4 •. 4 O 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or c BRASS NIPPE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS .I.:'. VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 SLOPED AREA RUBBER COATED STEEL STEPS FRAME & COVER CAST IN PLACE SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE SECTIONS WITH '0" RING SEALS OR APPROVED EQUAL 1'-0" MAX ` A FITTING MAY BE REQUIRED p WITH ACSA APPROVAL ® THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE (CLASS 50) D BACKFILLED IN 8" LAYERS AN G 5. COMPACTED BY HAND TAMPERS OR Jl� LLWITH BACKFIEDTH SELF 12; MIN STONE. 16 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO 7 OUTLET SHALL BE 0.20 FEET 12 "MIN 12"MIN '" A FILLETED INVERT FOR A SMOOTH VARI TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. FITTING DIMENSION VARIES WITH SLOPE. 3/4 DIA OF LARGEST PIPE IN MANHOLE rMNMIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NOR -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION WITH STEEP INCOMING SLOPE NTS FIG. S-1-Cl TD-29 TD-19 TD-9 11/8 REND DUAL SERVICE SINGLE SERVICE NI 1) SADIXlS SHALL BE USED ON PVC PIPE. ^'ItlRiE9IX1 z DI{" MATE RFE CCIRNG PPROWD EQUAL FOR USE ON ATTACHED SNOLE FAMILY RESIDENTIAL SERMCES ON DUAL RESIDENTIAL AND IRRIGATION SERMCES Y " ^'MPRESSON z ]/{' NIAIE PIPE COUPLING PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERMCE WHERE AN IRRNGATON AMR IS NOT PROMDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE SOLID CEMENT BLOCKS L✓ 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 MERE THE A.R.V. ASSEMBLY CANNOT BE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER OFFSET LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 NOTE- MIN. 60' DIAMETER MANHOLE CC\o REQUIRED. NA STEP DROP MANRE PVC CROSS 2. USE APPROVED FLEXIBLE RUBBER BOUT. P O {' GASKETED STOP COUPLING o Br PIPE STRAPS :�P3 U" DROP PPE RSTADLESS STEED Try;- o SPACED EVERY ` P VERTICALLY 90' RESTRAINED BEND '•"`�' '^;'•' a: SEWER INFLUENT • PIPE 'a ay• • •"•.. SEWER '*• ' • 'P. • PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO. 68 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 PIPEJOINTS 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. S. 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 Ir 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 2% Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 (A GRADE SPACING 20% TO 35% NOT OVER 36' 35X TO 50% NOT OVER 24' tI 50% OR GREATER NOT OVER 16' PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE - N REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6' LIFTS) ' THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6' max 4' min -FOUNDATION !SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUC71E IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE M z r D.I. PI I•- I PLAN ANCHOR NO. 1 AT FIRST JOINT ABOVE - MANHOLE ROADWAY R I I Qv C�CA1 _ m PAVEMENT 36' MIN. 36' MI 0.25' MIN. THICKNESS STEEL CACOATED 51NNG INSULATORSEL BAND STEELSTEEL CASING CONCRETE FILL BOTH ENDS ) I r 2'-0' 2'-0'�7' DR 8'T 7' DR+'- 2'-0' DUCTILE IRON PIPE IS' DR 20' JOINT 20' JOINT OF D.I. (RESTRAINED JOINTS) NOTE: I. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF S' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. B ENDS OF CASING CAN BE SEALED USING A PULL-134 END SEAL GASKET IN LIEU OF CONCRETE FILL. 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S Fig. S-5 0 1�.•A YJ /11 a0 O v d4 U Z Cv r`• COIM,,,�A 2W 4' J I CQ CO O W +1 � H CC U ;L Z Fti I r n 0Q r c Z'd o • P-�. I/%:IA C, 4 OW 0 O+U1i`� N LW 4) I i1 00 -114 Ld 0 U0 P4 O C4 0L O A C \ ^ o h+ O 0 O 0 2 °1 0 ZD 0 Q c 0) E Q rn OF ��EpLTH ` c O BRIAN C, M CHELL o 0 5 071,31,12020 .0 oNFSS10NALENO\I o a w+ c w N I� c 0 U O v 1 � 'C 3 6" O •� 3 Nv o W_I 1Tn r^ C ti 0 o q o E`I v C~ q sm r^y, o O t� L, o O c wN � a o O Ir�`T U `CAI 0 o U 0 O CIL V 1 c d REVISIONS DATE ITEM 10/07/16 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE D 04-27-2016 NO CSCAI E `: 0 C. PROJECT MANAGER BRIAN C. MITCHELL, P.E. rn N DESIGNED BY D BCM � JLS r CHECKED BY -o C 0 PROJ.�' � .3 20150290 0 SHEET _' C -9B r R/W 91 ' R/W R/W R/W 92' R/W R/W 8' 6' 10.5' & 6' 6' 10.5' & GRASS *18' FC to FC *16' FC 1 *18' FC to FC GRASS �, VARIES GRASS *18' FC to FC *12' FC *18' FC to FC GRASS VARIES �� to FC 1, 01\F,� GRASS to FC GRASS S 2.00% BIKE LANE BIKE LANE 2.00% JP BIKE LANE BIKE LANE -2.00% -2.00% 8% CG-3 : CG-3 -2.08% 2,pg% CG-3 : CG-3 2.08% CG-6 CG-6 ": " 10' SIDEWALK ... .. .. ... 5' SIDEWALK 5' SIDEWALK ... .. .. .... .� ... 5' SIDEWALK 10' PATAHRED *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD TYPICAL SECTION (CUT) NOT TO SCALE R/W 91 ' R/W R/W 8' 8' GRASS *18' FC to FC *16' FC *18' FC to FC GRASS 1, �� lz to FC �� 6 BIKE LANE -2.00% -2.08% -2.08% CG-3 : CG-3 BIKE LANE -2.08% -2 08% -2.00% CG-6 10' SIDEWALK CG-6 5' SIDEWALK s'7 \F.� 10 PATH ' �'I �'1 `9�/FS t� *WIDTH WILL VARY DUE TO TURNLANES CLIFFS'TONE BOULEVARD TYPICAL SECTION (FILL) NOT TO SCALE R/W R/W 91' R/W 8' GRASS 1' *18' FC to FC *16' FC *18' FC to FC �� to FC -2.00% -2.08% -2.08% CG-3 ; CG-3 -2.08% CG-6 �' 10' SIDEWALK *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) STA •25f 41.95 - STA: 29f 79.68 NOT TO SCALE 8' H 1' -2.08% -2.00% 6 S•7 10' SIDEWALK I ' 10' SHARED �PiFS t~ PATH R/W 91 ' R/W R/W 8. 8' GRASS *18' FC to FC *16' FC *18' FC to FC GRASS to FC 6' -2.00% -2.08% -2.08% -2.00% CG-6 -2.08% CG-3 : CG-3 -2.08% CG-6 S 5' SIDEWALK "" 5' SIDEWALK `S•7 *WIDTH WILL VARY DUE TO TURNLANES CLIFFSTONE BOULEVARD (FILL) STA: 44t 04 - END NOT TO SCALE 2' 2' SHOULDER SHOULDER .I .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 R/W I I 6' r1.0' H 2.00% I I 5' SIDEWALK R/W *WIDTH WILL VARY DUE TO TURNLANES CROSSCREEIK DRIVE TYPICAL SECTION STA: 17t 00 - ROUNDABOUT NOT TO SCALE VARIES 2.08%. V4 *WIDTH WILL VARY DUE TO TURNLANES CROSS'CREEZ DRIVE TYPICAL SECTION STA: 14t 40 - 17f 00 NOT TO SCALE 61' 6' G S 7 �5!SIDEWALK 2.00% &VARIES � Y-- -� Y- R/W 0, 6 I ORNAMENTAL H-9i R�WALL SIDEWALK R/W 6' G 1'1 2.00% 5' SIDEWALK RESIDENTIAL STREETS: CROSS CREEK DRIVE (STA. 22+32 — END) THICKET RUN DRIVE THICKET RUN PLACE CLIFF VIEW COURT STEEP ROCK DRIVE (STA. 18+41 —END) NOT TO SCALE 1 &VARIES 0 LiJ CQ /11 a0 O v d� U Z cQ CD co �i CQ n C�2 co O W � U W U Z aor� �> �f •--I 0 `y Z "'Ido W 0w �10 �, O O W co -IzI4 Uq a O N L) O \ c a 0 4 o O C/) N Z Y Q 0 E Q o+ c A BRIAN C:o Lic, No. P�FS035724 00D 071,31122 �S/ONA� N N 0 O U O v 1 .- .� 'C C 3 'd r �I 0 q q 3 o rTl O � v E--I q CIO)o d r 0 [o ^I �� o 0 o Irk` U `CAI cr o 2 U U 0 CL O T!1 0 c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER 0 WNER DATE Q 04-27-2016 SCALE c NO SCALE 0 0 r PROJECT MANAGER BRIAN C. MITCHELL, P.E. g 0 DESIGNED BY D BCM / JLS r .. 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N/A N/A 201_00• 20•_O01 on Street Tree �.e AC - Acer .mp,mAre & c.. IEME N/AE Q1 m) (M..) N/A N/A 25'-35' 25'-3T B&B Srreet Tree ® CE _ Cmnua flaiER & ce. FLOWERING DOGWOOD (MuJ N/A N/A 15'-30' 15'-30' B&B O..td ®OP— Acer Sxnd.'RAME' NAME' AMUR MAPLE (LOn,) N/A N/A 15'-2(Y 15'-20' Bd9 Snell OmanmtWl 1 / LEGEND I STREET TREE TO BE CHOSEN BY ONSVER AT THE 77ME OF INSTALLA 7/ON ® - ORNAMENTAL MEDIAN LANDSCAPE - STREET LIGHT GRAPHIC SCALE toe o so too zao IN FEET ) 1 inch = 100 ft. O LO l ^ 4\ W eW� W N co O W U C:Lu 0 F-4 CID pow Z_ �. b . r••1 V 0 e••I U c al Z 'd0•y C .� OW W a0 L) V- IM W/ I C� �..� O N Q) OU a ° 0 ° Ell N O O 2 U 0) a Q 3 c 0) E 0) iT T c .p O BRIAN C, M CHELL o Lic. No. 035724 0 3 0713112020 'P��FSS/ONALENO\�� ° d m w c N m c O U c 1 •C �I 1 1 ° 0 q l� U L ., V C r^ 1` O r O rn ^O 1. E-j C� E a U 0 U \J VI � C� r^ v1 m O CL OV � L .r c REVISIONS DATE ITEM 10107116 PER COMMENTS 12118118 PER COMMENTS/OWNER 05117119 PER COMMENTS 08127119 PER COMMENTS 0713112020 PER OWNER C r DATE 04-27-2016 N SCALE c o r PROJECT MANAGER BRIAN C. MITCHELL, P.E.)c, N (D DESIGNED BY BCM / JLS r CHECKED BY -° c ° PROJ.# .3 20150290 0 SHEET O ° C - 10 r