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Home My WebLink AboutSUB201500119 Action Letter 2016-02-18RIVANNA VILLAGE CONSTRUCTION TRANSPORTATION MANAGEMENT PLAN Rivanna Village LLC, the Owner and Developer (the "Owner") of Rivanna Village, which was approved by the Albemarle County Board of Supervisors as ZMA 2013-00012, hereby establishes the following Construction Transportation Management Plan (the "CTM Plan") in satisfaction of proffer #10 of ZMA 2013-00012: 1. The Owner shall establish, construct, and maintain a 10 -foot wide shared use path along Glenmore Way from Route 250 to Main Street, as shown as "10' Wide Shared Use Path" on the attached exhibit prepared by Alan Franklin, PE, LLC, entitled "Rivanna Village Construction Traffic Management Plan Exhibit" dated September 21, 2015 (the "CTM Plan Exhibit"). 2. In addition to any temporary traffic control signage required by the Virginia Department of Transportation ("VDOT"), the Owner agrees to install such signage as determined to be necessary by the County Director of Community Development (the "Director"). 3. The Owner shall establish and maintain an asphalt -paved construction entrance to the Rivanna Village property at the intersection of Glenmore Way and Main Street, in the area shown on the CTM Plan Exhibit as "Asphalt -Paved Construction Entrance Utilizing Existing Fire Hydrant for Equipment Wash Down." 4. The Owner shall establish and maintain a vehicle wash -down area within the paved construction entrance, and shall use such wash -down area to remove any soil, sand, mud, gravel or other substances from any construction vehicle, passenger car, or motorcycle before it enters onto Glenmore Way from the Rivanna Village property. The Owner shall have a flagman present at the intersection of Glenmore Way and Main Street in the area shown on the CTM Plan Exhibit at all times when construction vehicles are entering and exiting the Rivanna Village property, to assist them in safely entering and exiting the property and to ensure smooth traffic flow for commuter and other vehicles using Glenmore Way. 6. The Owner shall clean the construction intersection at Glenmore Way and Main Street every evening of each day during which construction activity occurs on the Rivanna Village property to remove any soil, sand, mud, gravel or other substances from the road. 7. The Owner shall provide the Glenmore Community Association with written weekly updates of anticipated construction activity for the upcoming week. RIVANNA. VILLAGE LLC By: Andrew Boninti, Manager 29031429_I.DOC APPR3V__-D L the Akamarle (atur rlt �:rFyr.,urrity Derl:�o�,me�t Qe��ctr�c�3F CONSTRUCTION TRAFFIC MANAGEMENT PLAN REQUIREMENTS: A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY Z FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND DESIGN ASPHALT -PAVED CONSTRUCTION ENTRANCE OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF WASHING EQUIPMENT TO INCLUDE: THE COUNTY'S DIRECTOR OF COMMUNITY DEVELOPMENT (THE • FIRE HYDRANT OR WATER "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME TANK/TRUCK AND NATURE OF THE EXISTING USE OF GLENMORE WAY BETWEEN a 1" DIAMETER HOSE W/ NOZZLE ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND • (2) - 21/2" NYLON WASHING BRUSHES EQUESTRIAN RIDERS, THAT THE PATH DEPICTED ON THE APPLICATION • (2) - HEAVY DUTY 30" PUSH BROOMS PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED DIRECT ALL WASH WATER TO IUSE PATH, BUT THAT PATH IS LATER DETERMINED (PRIOR TO THE END SEDIMENT TRAPPING DEVICE OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE W W INADEQUATE TO SERVE ALL USERS, THE OWNER SHALL ESTABLISH A ❑ < SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR FLAGMAN AS PROVIDED HEREIN. J Z B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL • FLAGMAN TO BE PRESENT DURING ALL HOURS SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF OF CONSTRUCTION (M - F FROM 7 AM - 5 PM) 0 FLAGMAN TO STOP CONSTRUCTION VEHICLES TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED ONLY, GIVING PRIORITY TO NORMAL TRAFFIC TO BE NECESSARY BY THE DIRECTOR. C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE Q VDOT NOTE: THE PROPOSED ROAD CONNECTIONS AND PROPOSED LEFT TURN LANE SHALL BE SET UP AS "SHOULDER CLOSURES" ON GLENMORE WAY AS DESCRIBED IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL CONSTRUCTION TRAFFIC ROUTE, TYP. -- PROPOSED Gcr-TURN LANE f ° TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET IL' INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE SUFFICIENT TO AHEAD D ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE / PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD, GRAVEL, AND OTHER / .h SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE WASH -DOWN AREA. THE FLAGMAN AHEAD _ LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET SIGN �'4.1 CONSTRUCTION ENTRANCE SHALL BE SUBJECT TO APPROVAL BY T14E4. DIRECTOR. � 0,y D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA 10' WIDE SHARED WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE. THE USE PATH r"% WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO (SEE DETAIL) _--\ REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER SUBSTANCES FROM ~� ^�• f r. `i ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE '•'-,..,,�, �-~��' � r I: BEFORE IT ENTERS ONTO GLENMORE WAY FROM THE PROPERTY. THE >; 4 WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO G LEI�i APPROVAL BY THE DIRECTOR. L__�N ` ) E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE WAY. F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE a MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD, GRAVEL.. OR OTHER SUBSTANCES FROM THE ROAD. tf G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION ACTIVITY . ENTER FOR THE UPCOMING WEEK. ONLY 3� ` A°1jC1%AfL_D � bj- the k�,. emarle < Avua�y e ,;0ii1 ,L De v lc;.met.t Dpdalt: ft.IL �r Datf: It -,zo 16' 4�II NMI r / 2 OF EXISTING - URIVL�J rt± EAST I it RIVANNA I FIRE CO. (� FUTURE PHASE �+ I rclan Franklin PE, LLC ivil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Z mac .? rclan Franklin PE, LLC ivil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com SCALE: 1 = 100' ISSUED: 09/21/2015 DRAWN BY: AGF REVISIONS: 1. 12-29'15,COMM. DEV. COMMENTS SHEET OF 3 x,16 Z Z Z a LLQ W W < W LLI J Z <C Z W � z Q J Z U > Q - LL Q � o J LL u- O71 Q m ¢ I - m U a O F- Z s� 1= W V I— Z O U SCALE: 1 = 100' ISSUED: 09/21/2015 DRAWN BY: AGF REVISIONS: 1. 12-29'15,COMM. DEV. COMMENTS SHEET OF 3 x,16 EXISTING GROUND DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT TRAPPING DEVICE 70' MIN. 3" SM -2A ASPHALT TOP COURSE �2EXISTING % 2% A—]PAVEMENT DIVERSION DITCH A 6" VDOT #21A AGGREGATE BASE SIDE ELEVATION 12' MIN. 2% DIVERSION DITCH MIN. — WIDTH AT DESIGN WATER ELEVATION IS 4.0' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 70' MIN. T ASPHALT PAVED WASHRACK 10' MIN. 12% 2% ! �--POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE FLAN VIEW 70' MIN. 2% NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" SECTION A -A SECTION EXISTING PAVEMENT \ 10' MIN. I SET 1Y2" WATER HYDRANT WITH FROST PROOF HYDRANT T ABOVE GRADE AND 4' OFF EDGE OF PAVEMENT OR CONNECT 1" HOSE TO FIRE HYDRANT OR WATER TANK/TRUCK E-001 N.T.S. Alan Franklin PE, LLC f Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfrankiinpe.com SCALE: NONE ISSUED: Z DRAWN BY: AGF REVISIONS: 1. 12-29-15, COMM. DEV. COMMENTS z W Z a i la � Ly j Z LJ < C.'3 Q J W-�`71 zQ ' � f— z U W � x Q o LL L H z Z Q m < aI F > — zw 0 Z Z o U Z) z 0 SCALE: NONE ISSUED: 09/21/2015 DRAWN BY: AGF REVISIONS: 1. 12-29-15, COMM. DEV. COMMENTS SHEET 2 OF 3 iX - I EXISTING/PROPOSED TREE, TYP. 1 I 1 z / 2 60 ' 3' MIN. EX. GRADE I 1 2, �1 0 10,10' 2' VDOT STD. HR -1, TYPE 3, OR EQUAL, RAILING WHERE REQUIRED MIN. MIN. (SEE NOTES BELOW) 0% 3:1 SLOPE, TYP. 6 .,� 3:1 SLOPE, TYP. r`�� ` /tet f`F "� '";ter fir x (2:1 MAX) (2:1 MAX) 2" SM -9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF PREVAILI 6" VDOT #21A STONE BASE EXISTING GRADE COMPACTED SUBGRADE NOTES: 1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO BOTH SIDES OF THE PATH. 2. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES, POLES, WALLS, FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS. 3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN 5 FEET, A PHYSICAL BARRIER SUCH AS RAILING (HR -1, TYPE III) OR CHAIN LINK FENCE IS REQUIRED IN THE FOLLOWING SITUATIONS. SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER SLOPES 3:1 OR STEEPER, WITH A DROP OF 6 FEET OR GREATER SLOPES 3:1 OR STEEPER, ADJACENT TO A PARALLEL WATER HAZARD OR OTHER OBVIOUS HAZARD SHARED USE PATH DETAIL S-073 N.T.S. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 a la n@a lanfra n kl in pe.00m SCALE: NONE ISSUED: Z J DRAWN BY: AGF REVISIONS: 0- DEV. COMMENTS I— Z z a rLLi w w W J d Z Q J zz� F— W LL U LL F- a H 2 z o � O � U NN� Z 0 0 SCALE: NONE ISSUED: 09/21/2015 DRAWN BY: AGF REVISIONS: 1. 12-2315, COMM. DEV. COMMENTS SHEET 3 OnF 3 Y p